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HomeMy WebLinkAboutPermit File 3914 Michigan Avenue .. City of Anacortes _ .5 05:8 �nvoiceiPerrnit #: ,.LD-201� - 904 6th Street P.O.Box-. ,4 547 p red date: 09/19/2018 127:4111111.1e."'" 1'- ssILJJe ©ate: 1 2/1 0120 1 8 WA 96221-0547,�h Anacortes, Expp r date: 0 /07/2020 (360) 293-1901 Job Address: 3914 MICHIGAN AVE Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P125824 Remarks: New single family constructed per approved plans. Foundation permit # BLD-2018-0725. Provide compaction report for fill or geotechnical approval prior to footing inspection. (in file) Associated with foundation permit 18-0725. Owner: ELLIOT & STEPHANIE VVARD Contractor: OWNER Address: 12500 PARKSIDE LN Address: MOUNT VERNON WA 98273 Phone: (360) 630-4195 Phone: License #: General Information: Fees: Occupancy Group it-1 Amendments/modifications 440.00 Use Zone R2 Plan Review Deposit 200.00 1 # of Bedrooms 4 Building Permit Fee 2,304.15 Lot Area 11283 Plan Review Fee 1,297.70 1st Floor Square Footage 1022 Mechanical Permit Fees 139.80 2nd Floor Square Footage 1467 Plumbing Permit Fee 132.00 Garage Square Footage 770 State Building Code Fee Resi 6.50 Porch Square Footage 4.64 Sewer Inspection Fee 50.00 # of Stories 2 Storm Drain GFC-Residential 1,597.48 Stove, Appliance 1 Sewer GFC-Residential 9,482.66 Building Valuation 300000 Park Impact Fee 615.O0 # Forced Air Furnace <=100k 1 Traffic Impact Fee 2,641 .40 # of Heat Pumps 1 Total Calculated: 18,906.69 # of Bathtubs 3 Deposits/Receipts: 200.00 # of Clothes Dryers 1 Total Due: 1 # of Clothes Washers 1 , _� 1;$„7.Q§-�6 -ID # of Dishwashers 1 `• 1 -'; !I' it:._-:,. N.) , , #_of_Gas Outlets 4 ,-; - I -P. Lfl .y it,, , r•_, ,: r_•4 •, i-- # of Gas Fireplace 1 'y' '-" i..1 # of Gas Piping 4 .t "' _ 0# of Gas Water Heaters 1 ' -2„. ,—, r- ,-, # of Water Piping 1 . c�" ,-:, ,-{ of Hose Bibbs 3 •,•r- ,-�� # � of ,1, ; r n if. •# of Kitchen Sinks 1 - :- -, ~ T' # of Lavatories 3 :«� , i, i r •te a � -1•- l„ , # of Range Hoods 1 r „ : I„ # of Ventilation Fans 6 °='-.- `-. z,. ,`` 177 # of Water Closets 3 .•�' '-' "~ r--' X1 ;To- r•.i 1 if, 171 ,-- 1_11 ,-... ,r. f-.. CO 0 1 CO Co t. t5) i -..a --1 Y1 1-,.:1 1 (I... ch. ,2, 1.-,4 P•? '•1D • , it, CO .ti. �• ,-1- C>'`-_ City of Anacortes Invoice/Permit#: BLD-2018-0588 904 6th Street Applied date: 09/19/2018 s" P.O.Box 547 Issue date: 12/10/2018 ; Anacortes, WA 98221-0547 Expire date: 06/07/2020 ,. ' (360) 293-1901 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT-DOES-NO.T RESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW f2EGULATING CONSTRUC 1 �l OR THE PERFORMANCE OF CONSTRUCTION. 757 ts✓ f �` ��� SIGt�TATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY 0 City of Anacortes Invoice/Permit#: BLD-2018-0725 904 6th Street P.O.Box Applied date: 11/2912018 Issue date: ' .` Anacortes, WA 98221-0547 Expire date: 05/27/2020 Job Address: 3914 MICHIGAN AVE Permit Type: Foundation Permit ANACORTES WA 98221 Project: APN: P125824 Remarks: Foundation only permit for new single family residence being built under building permit#BLD-2018-0588. Owner: ELLIOT&STEPHANIE WARD Contractor: OWNER Address: 12500 PARKSIDE LN Address: MOUNT VERNON WA 98273 Phone: (360)630-4195 Phone: License#: General Information: Fees: Building Valuation 50000 Building Permit Fee 644.25 Plan Review Fee 418,76 State Building Code Fee Resi 6.50 Total Calculated: 1,069.51 Deposits/Receipts: 0,00 Total Due: 1,069.51 ci —i 2+ r- o -n to a. 1-4 = I �n I.it o r s �a 47- 1 C. .- t C7 r .-- 1-4• O rh 0) 0 rn LI e c..1 r' N •7 ;!F r -.J r~ r`.} (2_1- -4 !1' • 0 .. -Ti IJI # _+ ,- , 1 ri- •7 rf•) ?E _ u. -4 CO1 • .y Oh -„ m THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN:180 DA\. ,431t11 CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I$000MME IOr-0:-••- t•;1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECt.'ALL PR /IgIc l$� OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR 1 O "1:1 ) GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER -8:TAIITribFP LOCAL REGULATING-CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. f r:n / 0.0 I -n1,7:1 rn rn y .-- SIGNATURE OF OWNER OR AUTHORIZED AGENT 1SSdED BY ,. co Ul __. City of Anacortes Invoice/Permit#: BLD-2018-0588 904 6th Street Applied date: 09119l2018 P.O.Box• 547 -. � '0:: Anacortes, WA 98221-0547 issue date: j (360) 293-1901 Expire date: 03/17/2020 C'OR Job Address: 3914 MICHIGAN AVE Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project APN: P125824 Remarks: New single family constructed per approved plans. Owner: ELLIOT&STEPHANIE WARD Contractor: OWNER Address: 12500 PARKSIDE LN Address: MOUNT VERNON WA 98273 Phone: (360)630-4195 Phone: License#: General Information: Fees: Plan Review Deposit 200.00 State Building Code Fee Resi 6.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,597.48 Sewer GFC-Residential 9,482.66 Park Impact Fee 615.00 Traffic Impact Fee 2,641.40 Total Calculated; 14,593.04 Deposits/Receipts; 0.00 Total Due; 14,593.04 .a --i --o..• r- C-5 t -4 I kit r} co ICI M .. t RI ICI '— �►. Co 13 H• ;tiQ h-'Tl an ! -t Ih m - 173. n x r THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DA, t'?f 3 IFi. CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMal D;:`: ;J HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROV.1SIQN3„ OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,,, hEi_ GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER M.tE�JF'r LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. "" cc fro c.1 0 CI it r••J i'.3 h,} I - - nf�" I'„} "IJ -I1 I— SIGNATURE OF OWNER OR AUTHORIZED AGENT 4SSUED BY H• rh ANACOR E 7 PUBLIC ' is MKS DEPART N.,U 641y a+ Steven Lange, Project Manager V� `� n -�' P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 40016 (k'c .1°J= T1LaL"I r+W Review Summary 1 r• Fq-I i'hoo or i t"1e02.3,i1bS - Date:October 25,2018 1PP. � tNa,J rn°"t ea.,‘p L • To:Kait Nelson,Planner 1 From:Steven Lange _ ____ L...../- ii ii Subject:Review Summary for 3914 Michigan Avenue(MR#1 to MR#5)and Frontage li Requirements. cc: Eric Shjarback, Don Measamer, Libby Grage A review of the associated documents for the above referenced address was completed by the Public Works Engineering Department on October 25, 2018. 1 a This review takes into consideration the following items: (n .2_Z .(E, F i.yav Wir-vrteNi 1. Site Plan Al. 2. Minimum Requirements 1 and 2. K'S‘'L,'.�.2 ?Ii1 bi cib`4'1 3. Site Visit, October 24, 2018. -Nat.-) Old-It 1v. `►- -S Below are the findings. N\ r • 1. Project is missing Minimum Requirements 3, 4 and 5. NBC. -sC tr a b 2. Site Plan is incomplete. (Minimum Requirement#1) W �t-S-� °(?� FLU' \ Clearly identify existing and proposed contours. 6tC)- e-W`t- %s/ 1 rc '• Clearly identify actual connection locations for each utility. Including location of utility structures on-site. Any site structures and landscaping 5 _L may require an encroachment agreement over any City of Anacortes / easements. See attached vicinity map. SZttaMIX • Clearly identify all easements of records. See attached vicinity map and Pn(L,tt hCLl'2_ owners title report. My • Clearly identify all adjacent off-site improvements. (Curb, gutter and " }� " "" sidewalk). Adjacent retaining wall to the north. The portion of sidewalk that appears to be within the easement, but on private property. • Identify the dimension of the proposed driveway. (20-foot pan, 6-foot transition on the low side and a 15-foot transition on the uphill side) 4 40.< ® Water a Wastewater • Streets ® Storm Drainage ® Engineering ® Solid Waste ® Transportation 0 Equipment • Capital Projects 6 Development Services 3. Minimum Requirement#1 is incomplete. Project needs to provide an Infiltration Test and provide a soils report. These items are required to determine the feasibility or infeasibility criteria in Minimum Requirement#5. The downstream detention pond was designed for each parcel to have a maximum impervious area of 2,500 SF. This proposal is proposing 2,684 SF. What is the proposal for mitigation. It appears that the site does infiltrate, based on a site visit on October 24, 2018. 4. M'R#2 needs to match the SWPPP map shown on sheet A.1. MR#2 —Element 1 -Agreed. There is small areas of scrub brush that will be /removed to make room for utility connections and possible on-site rain gardens. MR#2-Element 2—Construction access shall be located where the proposed d.iveway will be located. This minimizes sediment transfer to the street and amage to City infrastructure (Curb, gutter and sidewalk). See attached detail. �MR#2—Element 3—The site is not impermeable rock. The site is manufactured and infiltrates.Additionally, there is a downstream detention facility north of this property. The proposed project is provides for a larger SF of impervious area than what the pond is designed for. 8. MR#2—Element 4—The applicant has not completed this element. The site plan is vacant of the information required. In this response, the site is now blasted rock and not impermeable. The responses need to be consistent. 9. MR#2—Element 5—There is topsoil mixed with rock on this site. It is subject to sediment transfer and should have the appropriate BMP's in place. 10. MR#2— Element 6—How will the runoff from the steep slope be directed so as to no impact the project site?As stated above in Element 5, there is topsoil mixed with rock on-site. to 11. MR#2— Element 7—There are multiple inlet structures along the curb line. This project will be required to install inlet protection in each structure and monitor daily and replace as necessary or required. Additionally, it appears that there is a (2) two sanitary sewer structures on-site and (1) catch basin. These structures need to be protected as well. See attached detail. 12. MR#2— Element 8—The site infiltrates and therefore does not have any channeling. The blasted rock is a mute point. Project will implement the appropriate BMP's to channel runoff around the site if noticed during construction. More specifically from the steep slope. 13. MR#2— Element 9—Contractors will be required to have spill prevention kits on- site at all times. The City will be notified of any spills that may happen for required documentation. Project will need a concrete washout area.Applicant shall confirm with concrete companies about providing a washout bin for use on-site. 14. MR#2 —Element 10—The project will provide appropriate BMP's to protect the downstream adjacent property. The use of compost or silt fence along the north and a portion of the east side will help with this. a41Ito 4)t,i.(.4‘ ® Water 0 Wastewater 0 Streets 0 Storm Drainage ® Engineering 0 Solid Waste � ® Transportation 0 Equipment ® Capital Projects 0 Development Services 15. MR#2—Element 11 —All maintenance BMP's will be inspected and monitored daily. Any failing BMP's will be corrected as necessary or required by the City of Anacortes. 16. MR#2—Element 12 —The SWPPP site plan will be revised to reflect any changes in site conditions daily or as required by the City of Anacortes. 17. MR#2— Element 13—Site is not solid rock, but a manufactured site that consists of topsoil mixed with rock. The site plan does not provide sufficient information to __._ know how much fill will be brought on-site, Based on a site visit performed on October 24, 2018, that at a minimum, a rain garden will suffice on this site. 18. MR#3—Project does not provide the appropriate BMP's for treatment or Runoff Conveyance. There is a list of BMP's for projects during construction. This site will look, but not limited to, at the following: • BMP C103— High Visibility Fence or Metal Fence. • BMP C105—Stabilized Construction EntrancelExit. • BMP C120—Temporary Seeding • BMP C121 —Mulching • BMP C123 —Plastic covering • BMP C125—Topsoiling and Composting • BMP C150—Materials on hand • BMP C151 —Concrete Handling • BMP C154—Concrete Washout Area • BMP C220 - Storm Drain Inlet Protection • BMP C233—Silt Fence • BMP C235—Wattles 19. MR#4— Project threshold discharge area is located at the low-point of the property, which is where the connection location is and shall be made. 20. MR#5—The project has not provide any infeasibility criteria for each, • The site is subject to BMP T5,13 Amended soils. The applicant will have to provide to the City a test report that shows the soils placed meet the requirements outlined in the Department of Ecology Manual. See attached documentation. • See attached information for on-site Storm Water Management BMP's. Each one needs to be reviewed with a determination of infeasibility. The first BMP that is feasible is the BMP to be used. • Roofs—It appears that full dispersion or Downspout infiltration may work. • Roofs—Rain Gard can work with an overflow to the Storm Connection at the low point of the property. • Roofs— Based on the site plan, there appears to be enough room on-site for a Downspout Dispersion System. aTV7 • Water • Wastewater • Streets 0 Storm Drainage • Engineering • Solid Waste ® � • Transportation•Equipment • Capital Projects ® Development Services 9`w A f i { o Other Hard Surfaces — Driveway — review BMP's. Based on the site visit, the Rain Garden approach or maybe the Sheet Flow E Dispersion may meet the feasibility criteria. ij ' i i? li if .- ii 11 i li II. 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Ss AtiX oT5 � ( ( �o Y gpet shy Pav°Ill ' ` s�r �`' ��� cS CC"'•' • 6eYs'nd tsm plans• 1ri ;/' � � '�9 ��*� #, �. see Gantra �F moo. //' A.�''"� cQ3...- 7 1_ SSA p�-...,Jos -- ' � ,�g'� a� s � 1, s cra , e / `� aArt°N 1f2 Zr�p • t ',$ tit'llag µ 11' �Ot310 {�*'0.14V SViNG 'tr �` ! !s p��+1EA�pRa si�r+�^ /7/ A 1 „.. . rr SCA�U Q{yrTCApN 30j�� G41CA1 Y ` • e�str' exyn� w 9Rri, v3i+Y �p FOGT[O tSEe�t � �`! y�ic �Fyc+ �; P°�� ° y :,tAy C-(tt31 :1°---------51" 4ta�////' 7 1a GAG PAy4(NEITWSV3 e/ 1 G�• �gpTrC /'r`Y `�• 1 p �p� ate., 1 Xt" 010 NOV emu. (3Rn1 ' 7)�'`,>' \ '` 'ra C�n D$SreAjj _p STAN4P / �� � �wtOVt 4,� ;' / 15 p�l lid VARIES r 316'(IN)EXPANSION JOINT(TYP.)- FINISH(TYPD) (SEE CONTRACT PLANS) \ SEE STANDARD PLAN F-30.10 t \� 1. CEMENT yti,'q \ \�`�N.. I in MATCH SIDEWALK WIDTH CONCRETE , \?+\\\ (SEE CONTRACT) SIDEWALK -13 ►. MATCH SIDEWALK WIDTH I t Ii ','a J. �"4....______.-• \ \r---\--''--- • ' I VARIES ..{.. 6-D" _ f ` -- � (SEE CONTRACT) (SEE CONTRACT) / I r are"QN)EXPANSION JOINT(TYP-)- \�\ BRMEDOO 7 ,, "' \ \\� F / SEE STANDARD PLAN F-30.10 4 \\\\ \ FINISH(TYP.) 1 \ ' , . CO l (SEE NOTE 1)i / \., S� CEMENT CONCRETE\ A\:Y A DRIVEWAY ENTRANCE 1 (SEE NOTE 1) [... _2•_ 2•_6^ CEMENT CONCRETE SIDE SLOPE{TYP.) _' CURB AND GUTTERBllFFER STRIP(TYP.) -' ,l E Tn CURB NOTE GUTTER (SEE NOTE 3) (IYP.) (IYP•) (SEE 3) PLAN VIEW 1 PLAN VIEWTYPEDRIVEWAY ENTRANCE o ' SIDE SLOPE(TYP-) TYPE 4* o * Z 11 j THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE w t LL il co MATCH SIDEWALK WIDTH (SEE_CONTRACT). •__„ i _ (SEE CONTRACT)_-.__�I o Tn"(IN)R.(UP.), (SEE CONTRACT) 1/2"(IN)LIP BETWEEN ROADWAY ^ ' ' I t 1/2"(IN)UP BETWEEN ROADWAY DRIVEWAY f 1/2"{IN}R.(TYP.) I _ tOj { GUTTER AND CURB(OR SEE (SEE NOTE 7) l * va I a `o� GUTTER AND CURB(OR SEE i <o - \g{ CONTRACT) ..__.. ___ .... . :' CONTRACT) SIDEWALK DRIVEWAY DRIVEWAY (SEE NOTE 7) DRIVEWAY DEPRESSED RAhSP $ECTIQI�I O DEPRESSED EPR AND GUTTER 3/8"(IN)EXPANSION JOINT(7YP.)- RAMP CURB AND GUTTER • (SEE NOTE 3) SEE STANDARD PLAN F-30.10 (SEE NOTE 3) SECTION s.- cp T Z 04 wAshrf,�.e� •r 06,"CEMENT CONCRETE DRIVEWAY_ , -.r, ENTRANCE TYPE 3'PAY UMTf "CEMENT CONCRETE DRIVEWAY f ENTRANCE TYPE 4"PAY Llbrt[T O� �EGI SS$��, ti�� DRIVEIIVAY L: 74' �� ; (SEE NOTE 7) !; \ J�NAL l', \ ...4 ~y % / DRIVEWAY • �/ CL.d000 CONCRETE , 4 sttcr•Scott Jul t82M6?:07 AM G-r PER STANDARD SPEC.8-06 3 , (SEE NOTE 7) CEMENT CONCRETE %� ' DRIVEWAY ENTRANCE ,.,111111° )IIII). .-- .� CL dOQO CONCRETE %' ' PER STANDARD SPEC_RETE %- pE$ 1, 2, 3, STANDARD PLAN F-80.10-04 '' SHEET 2 OF 2 SHEETS r APPROVED FOR PUBUCATION r \ c ommlr<,krc ea eetcs. allu2GiGtz:urm ISOMETRIC VIEW ISOMETRIC VIEW 1` �� 6 A TYPE 3—PAY LIMITS TYPE 4—PAY.LIMITS S{AtEffi GNEE WmhtnQlon Stole Copapai'rtmanl of TronsporlWlon z NOTE z w C STAPLE TOP TIE 1. Post shall have sufficient strength and durability m STEEL T-BAR POST to support the fence through the life of the pro BEEF-LOGKING TIE-NYLON 8/6(MIN.GRADE), ject -I r 50#MIN.TENSILE STRENGTH,UV STABIUZED co 2x2 WOOD POST , SELF-LOCKING TIE-NYLON 616(MIN.GRADE). 50lt MIN.TENSILE STRENGTH.UV STABILIZED FENCING 5 FENCING_ MATERIAL MATERIAL �� l ��� / 6 0" -I t /VERTICAL POST -� / --+� �:rr :a- Ai f o �All ,�r.�im �— ._t �c�r � � ►ivy� :� �f'r morimrFt: ram, t�- — r•— rem . ��� • I. :. � tom ' .r1.i":�''"`%i.ter.� /,11 DM a- - -r 11� Ij-- r ^tom ..�"e..� ,may ii i �_ a G ■ �i v— \\ 0 ti ( , w��r1 �Iltr�inllrrllt■l�l ; ■+ r'• ,- ..".��/��/��`¢j� ',j {i f / tr■r..rsi C M .._ �� .L �rrr^. .ram..N'N.fi \ Y\ "V .. it or Ir>rlP Mt IA�i■r t•��IIMI _ t 7._"1..... .-T" r'1-_'- Ir /6w�lCN \��. . / or=1��,�t 1� �� t •. .ram- ✓iV // _. -r ,LH ■ ..=.r MN Midi g�'■.� �imum ilnl ir� t� „-? _ .....'....1 i 1 •-n""Ir^ ELEVATION — FENCE ON SLOPE I NY v� t `AV, AVAyhU`1\yi\v5.\v'i,,yn\va\\»av\\Jn\1h\" \lv.4�1� 1 / t\ i i J 1 r ,,, J /J 1 1 i " t' i ---/ ENVIRONMENTALLY O i Z'-0" SENSITIVE AREA .Q 1 (DESIRABLE) BOUNDARY ELEVATION HIGH DENSITY POLYETHYLENE OR 1; POLYPROPYLENE MESH AND SHALL BE w ---- W RESISTANT,ORANGE COLOR 1 +'/%�// i �j/,.0//E STATE OF r,�•@"\\\r•i r- \r_�... a� f�\1 V,C7 ASMNOTON EGISTE/ tr� PRQTE a, i11IØØh /' I (AMGCAFEA. DEEPER FOR \ � MARK W.p�AUf�ER UNSTABLE SOIL) ,�y srl. �\ 2x2TWOOD R •,1,. 4411111111111111111411 : �i� CERTIFICATE NO.000598 STEEL T--BAR POST ,}� /rw{, i •- rroE p RtANcINorA tCGALLWG?6&YOC Ct' 41" .,"y0.51%Ep. I" �0.1 C0"y"�Y 'u lrourmakaamobur6'dre..H Q il,tl!AVM ATnLFRiM'.IAA47 /'IJ'yt����%�� � P. AIRO:Y'5DFCAPVJLJJXL=1.737CVl6SATMGVALMomKSNKEM.1'. 00' I%%�%irte4 �I/ �P. G." 116N70ft IRN<A:AVlAC't A ONfNA11,CODN1.m NLVK'EVEI7. TYPICAL SECTION 10-000,-0�0Ji/�0;1104,0 /- i2 ir':i01i,0000, %/,;,5 000 " NIGH VISIBILITY FENCE • 000Y 00 `J0:400000- 111311111111111P°? G-' WORK S'I',A�1I�DA'• D PM 1-'8®.'�0-01 AREASHEEP i OF 1 SHEET �1$109 APPROVED FOR PUBLICATION 0 00000 " /. / Pasco Bakotfch 111 0841-08 /� /� STATE DESIGN ENGINEER DATE•••~/ LEES �%'. ISOMETRIC •Wachtnplon State Department of Trancparlarlon POST—SEE STD.SPEC.0•01.3(9)A -\ NOTESATTACH IN A MANNER THAT ASSURES FABRIC IS FIRMLY HELD BY THE BACKUP SUPPORT 1. Install the ends of the silt fence to point slightly upslope to prevent , IN A WAY THAT REDUCESORTHE POTENTIAL sediment from flowing around the ends of the nce. FOR FABRIC TEARING \ __r^^"' 2. Perform maintenance in accordance with Standard Speclificationa .v, )15 B-01.3(9)A and 8-Qg.3(16). BACKUP • 111 h Irr e+ FASTEN EVERY GEOTEXTILE3" .) TO 3. Splices shall never be placed in low spots or sump locations, if '� POST EYERY e^ON.)O.C. SUPPORT— , ;'�E� '�'� � splices are located in low or sump areas,the fence may need to be �� 4 4 .i • reinstalled unless the Project Engineer approves the installation. 111 1 II +�,4.♦�� I►�, •A 4. Install silt fencing parallel to mapped contour lines. BACKFILLED& I {F ��,}, • ,. NAMTIVE SOIL ,�I.. II" t *It, — 1V N1 ill Q GEOT�CTiL E—'`ii�i:� 'S `� rr�t.�tit+i� ► ` SELF-LOCKING TIE—NYLON E!8(RUN.GRADE), 14),1- ,—SEE NOTE 1 �OYY ``~�Z,iito i r f � � 120i MIN.TL�1614E STRENGTH,UV STABILIZED r • .. 4-`T/•r ,Jt t•N�/'Y" lf4—st mph" "/ t �`st ._.. i, , BURY GIN T 4CI-I�/ .. :I :: ;r`3 ` IN TRENCH Z •:,1�' ^4 1. 01000:7ti'tip /'(dn QQ� 1 ��q" `y G''QCt3? .c p //- ill; 00 i .-'i // 011 /`� o, GEO t t7.I ILE FOR SILT FENCE—SEE STANDARD /"' /� SPECIFICATION SECTION / 843.2.CO,TABLE 6 i (VOTE r_� �� t'l DUPING EXCAVATION,MINIMIZE DISTURBING THE GROUND �Q@)� ��/ pp AROUND TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH ��/ �' rY/ POST B J/i� `/�//� Yl b� - --WOOD OR STEEL 111$ OLLOG T•O D CENT- TYPICAL,INSTALLATION DETAIL . y I I./ (STEEL POSTS SHOWN) _ . . ' _ r � n STATE OP -- ''� `~ / yl INSTALL.BACKUP SUPPORT FOR b� 'trSTAT REGISTERED r. ,��'_ '' / / Iw SPECIIFCATTIONSECTION 8.01.39)AD LANDscAPEARCHITMT ? Cr'.� / ANDRA L.SALISBURY CERTIFICATE NO.000B80 f TYP[CRl.SILT FENCE i'l's ry ._ c, 1AItTHBACKUPSUPPORT :4!__ I`me rntntw►rswraltwrauaraay000ca 9 cS4}' ISOMETRIC ...i.:• i; _ FABRIC rmiarovamteuwarAtw I �+aa unc vapra mires. nmo X SEE NOTE i— `.�-� (STEEL POSTS SHOWN) Ak4 f(TYpITILEI us+rsKrurrn xrrore. tarrw�raraarrn®vaVrtccMaz T., al SILT FENCE ws 6'TH BACKUP SUPPORT m y ST-..N<I,AR PLAN 1-3O.10-02 E m SPLICED FENCE SECTIONS SHALL BE CLOSE F_NOUGH TOGETHER SHEET 1 OF'!SHEET TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE FENCE AT THE OVERLAP. APPROVED FOR PUBLICATION Pasco Bakoticfi III 3122193 SPLICE DETAIL MATE OC MAY r3taINEIR DAM(STEEL POSTS SHOWN) ail Washington State DopgMmontatTranspe on i I ..... -..-....,...,�M,-.7,= �Tar_-::—.-v.=__::.:::: .:_._•:_......0 St U"' { � d4 '!! 3R1 p3�nd �w5 updia Ca. -CV Se" d405 p $ S S,d4i1. �-S cars d9e'su�� agga ,r�' �$Ld attsfl Vs syyyk naffs- �ot33�S A�,�.- . nQ; ' >'^; ., a •`' tdJ�' c�} �i�a'*� b / 4 3 y ss.�}�' �+��.�� a , �pi� y y�3H t -_,..! _ W i ya ttl1C-'-� i aEttlii �_ ty vtd S t 3O �.�+ : t .....e. - ySpd r (3 44i 1S t11j1 p t � tS Y �� 1 73 s d� g} '�n�. � I.... , ..r .` 'att r��eSA ° N 5asp � �' �S - -Tho .sods Sao np� �yyd entail �`9 'i�Y+�""' � (yes . ���j} Sirsor �� �i� f . ' notiaci �4 r(�i���1 �r� �J 14a° �,.y�� ,e{�o _fig l� -}�'j1�1.1 ' a Py31 tSy�A� a39t5d EL '�iliiCa ` ��� �trent% ©dam ��» / - 040010 sill �t1� . ,�"" � i...t a o OS f` yR; H` (� t s i� +N 5Y JN'N, �Y,y JJ • I5RP1T ._ .., 4 � 4`p {/•1.,,� /~- "�w ,fr44+*"t"*1 cc�, ` kg Ax'u�Nu°',gacyslh nit fir` ' +• � vra�'tia , : link/ 4 r y } r �y / r r ��lty�+J � � + �. 4J ��n4�i7socogo 5 i1�i3?.3� �i c, ' !�!�!' d�:d.�3 as ,l; ? Ott i � c� 721C�9 aa, saia' ea k' latS.13u IIyOCI ill, // / �//; r/ / I, l�'� v� � f lly 1C3� "� la Lt3 � try ( � /rdl' is I, _b ! itt\ ~ y, ` i1'o 6 ' u r (0° �?�.Pir+ + V . a--` • % ...... . ....._.....- rr •' .YR."`/ ///'/ ��,1 --- r��r � s�� �.S.csa���"T `y +^ ..::w-. :^_ :- y« a '$ti"g r' er,ra •..„sa.....�434.. / 4. a- eta. ` ap` .f• �fi'1 fril ?�•Ol?v�iOL-+�^1T' .`�w='�.I� �s�a�a*i ''�}yt� +'/ +Ra I Y^, aobe• +++. Q A9tSi1 p„IwoyiO3 rr/ • ry+ ,,raae30y ar•i �` 1 K +< '0++0 a'', e via $ t3 04a# 1.41 jii�Slt� ,� e° r17.1e rR�17�T •'':' "•S�'i if$ 1 '' +DL�i � 4rtia+ p� / rrry t"a+uZy a �• 'ili �'' 13t9 S1ori �. -'+`. a�.3+�' +`+aT. • to el i f < Nat+ G X /1 i P ye____ \16 >''{i� < r f • is", ' 3 • 1.1., '' / •)00 ° t . dl tt ---___ ___,./ alVii VS** r+i }�.F�`� C {p ,` S \ ( w �'�;�'ir�t,7�,+" !}' , / r IA 479 � s � ' d '�ddewa1ietl ed tut laS:::::un � ivis - AI in° °� Ps atualett ase E dde 03,10U p�° tP: P 11Qus se `t e ,a ausns.3 pia oa >r -$ . •uut�etle�����suake io��°ds Mo} ai �l�si1£�u euEe� �p�ed e4 ° tl°' Awns 93°%% ' spas eNagt t- 1 etM 04 a U� eta 1 u5 041 0 p sow- tIS a of li� �- a L 3 ssvO lit ' 04 Ile' u611a Wt°d adoOn 0 NOTES O 1. Size the Below Inlet Grate Device(Blot))for the storm water structure it ✓ will service. 0 ro 2. The BIGD shall have a built-in high-flow relief system(overflow bypass). m 3. The retrieval system must allow removal of the BIGD without spilling the collected material. ; og 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). 5"MAX. DRAINAGE GRATE r TRI}q GRATE FRAME _. r W"( RM"` . 4 - 6\ } f r— \ { l- I DRAINAGE GRATE o - ` -w�f\ -1 RECTANGULAR GRATE SHOWN ���•-• RETRIEVAL SYSTEM(TYP,) SEDIMENT AND DEBRIS / .Y. . OVERFLOW BYPASS ,-....` :. • D Q 3' r BELOW INLET GRATE DEVICE Y- i ) -.1'/rI/� J� r� 1 ` FILTUtED_ 1 ,�" , � „. l WATER I , /I tl I BELOW INLET GRATE DEVICE %• � n is i — OVERFLOW BYPASS(TYP.) — p J A n STATE OF aM 4.,..'▪ n a ,+ � ( ?� WTGTON REGISTERED J A LANDSCAPE ARCHITECT MARK W. MAURER ISOMETRIC VIEW CERTIFICATE NO.000598 SECTION SCALE I now TMPNn,SNOTAMAEI ME.10,sc�ow- al NOTTO AFPR SCFOc� vunua+rouMIVIE WE n ON771.60 MO s,MIVO'SraToiaa IMER r- LS•,q -171N PaTtArCN.A ar WWI=CMGVNED 47,0n=M T.. i STORM ®RAIN 6 ;LET PROTECTION STAPL'ARD PLAN 1-41.20.00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakofich 111 09-20-07 STATE DESIDN ENGSSCH DATE Agfa WwhrnOton Slone DapartnentolTransportation _�.--._,..� ..-._...� .... _._._-.. ....__.__:... -• .--_-_..__.,--=c:::r_-:rr__•—ter..-,-_ems . i tai"s° 9 asp' s oao a'° a assi �N its tti s-tu' SOS u �o0 -V S 3 ia - -3nn 101pa0 I da,skstats ao > '1 d31 ' V 3731Nobd Oty`J3 �`d� -, 7j 5 ) 1 , - .b : rye r �L.ti!<. ;t�Q1 .d13 wY.`.e tr" . _ram Q ,jtt/ 'Y^ ''y •Tt^4.-- a zr+. b. i:3:!Nti9 Myyad oal 6tv 3iV < �fAS/q ! ••l �htu0,_� ,. .}dd � '� fj ` YtS )Qc ,too.-- i,o3 f�R� "����- r�"1d�lcf �J tCdZ3� d9 23 1dt^�a A ygtl8n 3sKs 00.-- stou��`�udaa° ��°� d"t a ce0 s e �a y rt X aQ�d►03 ,0• ' W o ��t�i ', . ..........„------ \ "_ R9i ��Sint Si. ►ison,-1400 )\L- tves1„ -4Q �L r -..1 i L ! c /tY/ / k lwiptiv 'r'' ' • / � Y �•4--,�,�/"� C/ V .hh/ 'ry • it .r;w ''- Rf5? SSY�l�1 ��nr \.+1 V It2Pl y731fT'3dAL5>n M t fire S ; 4J ` -tit 4J ' .c.cht \ P S581(3a vim • ,'" Oo [L ossa' y{} '39 i5 ai' ` t '�o „ f/�i H) s aquas S t got 13• yg tw,oa R ' y -?..._l:s =` 1 = 0 �pt3 tvls � sQaaaNaad sy yvs'otct 3 SS it Ot t Ost av 3R rt�asa c sy� tyou �Qo v�'eveov 5�+naa usa ,ti sotea sr" �$ 43Lok ?vS�p ys S a 't I y ao tatgNs Hsd� o�td ou t30 _ V 3 0 • assta t� at Qtt3 saS q�y�dtl�a n3� 7t Pi v i 3 � -1 Q�- s Lei dfS tyR tlZp�3o31ta o� adt3� dd �' rlNt�11 Y�� 4��1i _��' 9 Q.0 S*4 S), OSO • �0itt � ��t01�dZ{`daS t t�yo1�0 SIA srza N� Qy tS ' 2it� ' y 5 , l lisi f ..1 aS a DOS _ as It i510 �aN'�k dao!\��. } r yy�1iK£ s d�JKaJ / y33o 7-1 o$ �! ! ! ty411dat34A g1'7tiFd� , ,,.. m en tit 1t13 �C1tf�Q r. / . / / ' ;'tyda`a C . L 3stra y cf�o ! � ! f f�/I !f/ !/ ISS �s`f'� �ssa t �� '~ aafla Asa r&1 t r "T� �"`� x cam+ �h l "r .y ! l / !! l I /. �. r:R dn � y}fl,�y'dtt jyW .�r 9 . ! ' ' y st eta . r �, ro. OtS w �� i�J'' l 3a� Ca ) ' fft : .r j �r a 4%-k‘15 a 6c e. / e / t ! .'.--•-> r_/ / e 11 1 / sue' 1/ F el cantenTa1csNa�.. ;ntezt°t' d��(*NGII�"Qi���r�� • lta�ss 3a.s°vle°l1�� bs.l 1�ec�.1� �ttrjevlt, ti°n', De�t1i aft aY1 ,pater iniltr and pollutant U in°ludrn9' ;sron, lt, ith Soil ©1� � s �'j°n t�n5 Gt�an Ctlp11 water lunctj°n5 rans reel awe P°11u d p�� � � storage an etat�on and es 5.� �St_ O °rtant sto r rote flow 1 and vet tr��sEly lndustria ,gyp ��, provide irc+p �on',,�ate native sQr landscapes ouseroldl � se i pollutant neneand p l utant litokil�tre t stags a s tt,but suohds �d A ar`a h Definition and of rsen ns l0 tan GraaSed and sQrl t and� �eloP �.�otiip other Ovid! inJ Purpose disturhed� sedirnen when de water�u ers and e C+'der- e 'Pr°v ta�ds�p P occurring On disturbed) larger lost iMp°rtanl-st°rm ides �ed`rCrz and r°ad�1d ent landscape, for s°'me aturall ,and p°t1u' tse�uooi°nsare r are these use°1 p its that aoo°m'� e post deelo'P� izes the n sed+ mpodtt� ,t'�C ed ce -laQt Oces W eve increased and pollutants lun i°ns in adst e l'and m d��imal tops e�iOus sudat�on of pet,�as ter st°rr��atloph'ent and h �to�e�er m eneratrn9'� e GonGentra s area �dev e etatj°r'' � th depth re�a�n t result�r°n �n9 s°`l and a d water aualit�- forest ernioals, and d is that ention occurring vv Gh uaCr� en � c�c ter�l° d oil a sedrr�` u '�pre anon°1 natural) of starrna \ hlos°lyds,end to tre EstabGsl'tn9 soil and Trough t of p dog s presr' managemen odd materiate and benefi Gesdrve treatment thy`$Cede �� the same a ,ted°n�stte rnp°sl'ed�°e apl'ropra no eve`�n e ce'�' and �iiaia and dept,�is not irnpr° as GomP°st depth gMdr on5 and °n Applications ritrourn soil aualrt'1 and depth w Materials such s �uapo end ve sQrl o°n A# sang a m` als um soil orte Hint els use to meet the ed dtl queN i arr h�r►9 mom Esta �,rn lned through aterials used at impo est Cis der can be ant that trees imp°dart th percent. le.In ani gdrl©ranrG duals It is r�9°ed Lrker5et neater than 33 p event practrGab4��,10,43 PO. product Cofer to be estahlr n till sQrl slopes 9 to the n�aX`mum �a,2�1 planGent o Glay firnes' red infeasible° d native tops°�l t per P pan be considered the dui later an -lrtis'�t� ,state, GUideiines an undisturbed pesi'�n �,etaan,in gQ�1 reten�°n BMP T5.13:Post-Construction Soil Quality and Depth hops://fortress.wa.gov/ecy/madcap;wq/2014SWMMWWinteractive/Content/Topics/Vol... areas requiring grading remove and stockpile the duff layer and topsoil on site in a designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other portions of the site where feasible. o Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, demonstrate the following: 1. A topsoil layer with a minimum organic matter content of 10% dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. 2. Mulch planting beds with 2 inches of organic material 3. Use compost and other materials that meet these organic content requirements: a. The organic content for "pre-approved" amendment rates can be met only using compost meeting the compost specification for BMP T7.30: Bioretention Cells, Svvales, and Planter Boxes, with the exception that the compost may have up to 35% biosolids or manure. The compost must also have an organic matter content of 40% to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands region. b. Calculated amendment rates may be met through use of composted material meeting (a.) above; or other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the contaminant limits identified in Table 220-B, Testing Parameters, in WAG 173-350-220. 3 of 6 10/25/2018, 10:43 AM �ac�i���cR�te Jrodcal}!`�r Al �t5 h4s f 1oe5s,a• °N'eG• ted one ofi the methods C 0Itel e10 sr to be estabtish�' �bv ustng �,a���� e ofi vegetation be m� construction. d u>> listed�bo�e can aG °r aurir9 cUlaled rates base pit Q i-ie C� cg ondu6ive to the'qp o beom comp ustom cal soil should be G qi1 auai� dee19n guidelines oil,and protect ea„ rates,°' a�G e amended -che resulting `an Options: the s vegeta wn and s ,S e�approv il must also b custom ernentat ed native then at defiault pr Stockpiled tops°o ed Cat or at a lrnpl Leave undisturbed topsoil or subs��l e+ St°�' u appc ' and arneCldent" replace it'd prior to plantrr9 fiault pre Site top e Wend existing tg �I a and repla Monts,either at a 2 on tests ofi the SO during Tacking, r utre ts' organic in9 topsoil lc matter et the reGurrern`en the depth and . 3 Stockpile��s�eet thC%organic t and depth to me at already meets ifi needed rake. t organic content same see Soil that calculated Ma°�su�ic'°n portions ofi the to be amend� es and ps°l d on di ee::: L0 1e5 & P� col irri�lar to those C�ana9ernen�c�1 [Vlore�hauaCrty standards, li on e,i, ioation Guidelines procedures eProce � toCn' atNl anneal matter 'a� n��e�tt ,delin�a r �n�� dfi�S°ei � P � h ittin9�i adopt guy B0P 1.5..l3 Cron or cs n,such as fiCom �ianning�Pe�� e encouraged Ua1�tY and Deptvh�soilsfiarSal test torn compaction, governments kmpare Soil Q able at•h� estableshed,pro Loesocal�rces sot h s document is ruction and once PM_ Resources 1-his he end ofi construction n. �����t2�L�'�-Q• to`�ard t Maintenance Ctt� and depth erosion, alter installat�o it qua d soil area a{t - so andiron)large esh Ninety use,ar Wended large r'ac nand mulch the a Plant vegetation BMP T5.13: Post-Construction Soil Quality and Depth https://forixess.wa.gov/ecy/madcap/wq/2014SWMMWWinteractive/Content/TopicsNoJ... a Leave plant debris or its equivalent on the soil surface to replenish organic matter. Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than continuing to implement formerly established practices. Runoff Model Representation Areas meeting the design guidelines may be entered into approved runoff models as "Pasture" rather than "Lawn." Flow reduction credits can be taken in runoff modeling when BMP T5.13: Post-Construction Soil Quality and Depth is used as part of a dispersion design under the conditions described in: a BMP T5.10B: Downspout Dispersion Systems a BMP T5.11: Concentrated Flow Dispersion a BMP T5.12: Sheet Flow Dispersion a BMP T5.18: Reverse Slope Sidewalks ® BMP T5.30: Full Dispersion (for public road projects) Figure V 5.33 Planting bed Cross-Section 2014 Figure V-5.3.3 pdf download 5 of 6 10/25/2018, 10:43 AM BMP T5.13:Post-Construction Soil Quality and Depth https://fortress.wa.gov/ecy,madcap/wq/2014SWMMWWinteractive/ContentfTopics/Vol... Washington State Department of Ecology 2012 Stormwater Management Manual for Western Washington. as Amended in December 2014(The 2014 SWMMWW1 6 of 6 10/25/2018, 10:43 AM CQ��e���nQ�cS#�Qlu ���teta�'ti e# ��dGs���24�45 :l!'�a�ess`N�.s°vjeC�# b�'s ��'�, �°ldra s r ����e� ng projects h°ut`cauain9 X�ana��enti �Q�n��t�� WO the�°110 nt feasible Wit boot s����t� . ��.�:��� � accordance �tfa t°the ey�te do nothaye Pro je ,e sb a 1 entOAPs{ ccord nc 5� + ects flit* br aid 1 , u �,.�=��`�''� �.��C'���� ater�anag�a stern-Mate t°r��a e, ire �. t e� ye�ent� n Soil a ti � �i}�`��1� .site Storm �rgej and re �n►n'' `�� e�ea�i n r Poo. T .1 i r�`I �.`7�.�• ern!Pla�f On-site disperse, 5? M ens,P �:P ,of ers Stith�2• rain gardens, rt�,, stern FI° pis Projects shall d lists to►n �,�;. accordance ioretentr°n�irnF1°'meat�t'OW cS,oT 5�'1 'Sheet Pr �dardsy a imer ten er b Most ° P flooding erosion of a ernw nor consider role° p° s ton°r F3 °oding or as 0 coins chid,n it ra*on P P-i603; pis er tan y 1 � . is Aual�'��n�3 e�°`e'en�jet�2,No'`Oil ra °�oncent ated F Projects �e�1Q g 4.�st�� °omens out d�,�IP'C511 in I-ost�'1 y t°achieve if u 4.�g,1�V. o si an t��e °�surlaG° dispersion a� to gut all either �n each d� °ugh sh maces y,��th of use On i n Perforated S iragem s#V r List#� for ell su tn�s°,otion oan d i°r t ct Thresholds hreshold :z: tt: :: e. etention a Standard. dese firemen in I or te GoMplianG ose t°use ID P eorm eet the reau .u: �'3'0 #� _0 13 .pens°n5tr�eY rt►a� c o achieye the h�g,'mu5t m �i�u,1utn��t and BAP . b Gardens nt F acid tie t ents�'�throng o;��,cts����.�?'n�ReAur am e c,,�tarda�d .�6 N� 'tk Trea ' eAuiretn is cat�'x �e�°Crn \4125(20L''�a ►n9�►nin►u na e�nen�. t���U����n �,,�e1©pent 2 oil ects tri9gQr m�at�'r f�a ��� ,��n�,��;���u Lug trnpa�t a Pr°1 Stor tex #5.Onsite � Q11�i�.e�'�O�Q,�afi�r®vGR or ne`� L `�aU���` i Ty'Pe end 'de the Pr o1n a y parcel�n�� e� de�r�lopment 1-2.5.5 Minimum Requirement#5: On-site Stormwater Management hops://fortress.wa.goy/ecy/madcapiwq/2014SWMMWWinteractive/Content/Topics/Votu... Project Type and Location Requirement development outside the UGA on a parcel less than 5 acres Post-Construction Soil Quality and Depth; or List#2 (applicant option). New development outside the UGA on a parcel of 5 acres or Low Impact Development Performance Standard and BMP T5.13: larger Post-Construction Soil Quality and Depth. Redevelopment on any parcel inside the UGA, or Low Impact Development Performance Standard and BMP T5.13: redevelopment outside the UGA on a parcel less than 5 Post-Construction Soil Quality and Depth; or List#2 (applicant acres option). Redevelopment outside the UGA on a parcel of 5 acres or Low Impact Development Performance Standard and BMP T5.13: larger Post-Construction Soil Quality and Depth. Note: This table refers to the Urban Growth Area (UGA) as designated under the Growth Management Act (GMA) (Chapter 36.70A RCW) of the State of Washington. If the Permittee is located in a county that is not subject to planning under the GMA, the city limits shall be used. Low Impact Development Performance Standard Stormwater discharges shall match developed discharge durations to pre-developed durations for the range of pre- developed discharge rates from 8% of the 2-year peak flow to 50% of the 2-year peak flow. Refer to the Standard Flow Control Requirement section in Minimum Requirement#7 for information about the assignment of the pre-developed condition. Project sites that must also meet minimum requirement#7—flow control - must match flow durations between 8% of the 2-year flow through the full 5.0-year flow. List#1: On-site Stormwater Management BMPs for Projects Triggering Minimum Requirements #1 through #5 For each surface, consider the BMP's in the order listed for that type of surface. Use the first BMP that is considered feasible. No other On-site Stormwater Management BMP is necessary for that surface. Feasibility shall be determined by evaluation against: 1. Design criteria, limitations, and infeasibility criteria identified for each BMP in this manual; and 2. Competing Needs Criteria listed in Chapter V-5 - On-Site Stormwater Management. 3 of 7 10/25/2018, 10:46 AM �p��Cs�plu•" �1�t�Ot1"1@�cp�te51 ��Io�ssyaa sQvlec`ll�a �� and De t0[ � sir otron Soil�ex�t en � �vatex M�a�' N1P'C5��3'P°st � ��#�.O s1tet4xm Rem accordance With att°�'Systems rn ��������' Depth in c� frltr landscaped areas: a °Wn9pot tvull In and® Via: Lawn and t of►on Soil QUali'�Y ►5 erstor►,°r� accordance With�M�n`murn t stru a e a P os � an ,��ftP.�5'3C!�infiltration re�.er►�'°n►n otilitl must have it. h. accordance Do ns out Full Gardens or'g bl®retentrotnre rea draining Roots: Dispersion►n .���pA- Rain Caen or ��jo a� sterns A. F�rleiore ant With Cells �Ntt r 5 ox s:the rain garden }$at biot rs �cs�Qn 5 accordance ante With ter goxe �oW Which n5 out Q Connections Gardens In accordance c s�les and Planter the ede MP�5���;g°�► S °ut Bonn Stub- out Rain G� s on Gall tea surface ion SV are accordance With B 1�G•pe orated 6io°C�°ntal Proiec ,�`lste►rs In ac°a °,��,�►t�+pawl'��. h Downspout Dispersion Connections in accordance ante in word d �'�°Wn Stub-out Cennec ersr°r' Rain Gardens Cells sWal�area e�°rated Full p's ants,°r� etentian d surface�'P $�P S 5 3�• hie Pavements, av ecn Z� 3p:BroC horizontal proleote ea p and Surfaces:rneaccordance cco with P T �5:Permeable erm abl With OAP ` r RaiDispersion Other� ,Dispersion in ordanoe,ivit With in accordance °°o roust have a r� Concentrated Fl°W 1.Full ent� in accordance ns or %0 n ►an faG%%t'J a nine t°it. r+,°r Gone ea�,le Pa�ern Rain Gardens, ay aen or giara o�'��`e area draining r `i'�Os °bra through#9 2 perm fi ,low D►: a rare tleast5 to 2:Sheet flow rated #i 4 oil with B xes��ow Which is a accordance With��P T w pis erg [��Cri Requirements 101251201t'10�6 P �gelaW the eve Dispersion in Conce'�tratea Flo Triggering �'n FleW oisp° �etriP r M n age s far Projects 3.Sheetaccordance Management ��p in a Dana .side ��e���a�e - - I-2.5.5 Minimum Requirement#5: y (2014SVwinteractivelGontentlxopicsCVolu... https://fortress.wa.gov/ec /madcap/wq On-site Stormrater Management that a of surface. Use the first lS�gp that is considered� by t B�� as. necessary for that surface. Feasibi9it�� shall[ be determined For each surface, consider the BMPs in the �vF°�e��laste�] Corr p feasible. �;�o other On-site Stormwater Management _.____ evaluation against: criteria identified for each BMP in thismr�ana.2allg and 1. Design ct�bteria, lar�.atatiic�ns, and infeasibility o Competing Needs Criteria listed in =i Yzer V-5 - LSite Stcrmwater kVlana emerrt. � Lawn and landscaped areas: 0 p 4 stmCorLstruction Soil �.uaiit f and Depth in accordance with MAPT5.13: Post-Construction Soil Qualit and De Roofs; oust Full Infiltration Systems inn in accordance with BMP T5.30: I✓ull Dis ersion, orDo�`�nsp `�. Full Dispersion accordance with _BAP T5.10A: Doudns out Full infiltration. facilities that have a minimum hors a tallyon (See BMP T7.30: Bioretention Cells Swabs, and PlanteraB st 5'.c off the total surface hav area draining to horizontally projected sure ce area below the overflow which is at t. tams in accordance with 3MP 1-5,10B: Downs out Dis ersion S s ems 3. Downspout Dispersion Sys � in accordance with BMP T5.10C: Perforated Stub-out Connections . Perforated Stub-out ConnectionsiConnections Other Hard Surfaces: i. Full Dispersion in accordance with BMP TS-30: Full Dis ersion 2, per iealble pave aeon t2 in accordance with BMP T5.15: Permeable Pavements 10/252018, 10:46 AM 1-2.5.5 Minimum Requirement#5:On-site Stormwater Management https://fortress.wa.gov/ecy/madcap/wq/2014SWMM WWinteractive/Content/Topics/Volu... 3. Bioretention BMP's (iB AR T7.30: Bioretention Cells, Swales, and Planter Boxes) that have a minimum horizontally projected surface' area below the overflow which is at least 5% of the total surface area draining to it 4. Sheet Row Dispersion hi accordance with BMP T5.12: Sheet Flow Disperr ic. or Concentrated Flow Dispersion in accordance with !BMP T5.11: Concentrated Flow Dispersion atyloctive To use practices distributed across a development that reduce the amount of disruption of the natural hydrologic characteristics of the site. SuppliernanL,Lr Gaulde/d"sss "Flooding or erosion impacts" include flooding of septic systems, crawl spaces, living areas, outbuildings, etc.; increased ice or algal growth on sidewalks/roadways; earth movement/settlement; erosion and other potential damage. Recent research indicates that traditional development techniques in residential, commercial, and industrial land development cause gross disruption of the natural hydrologic cycle with severe impacts to water and water-related natural resources. Based upon gross level applications of continuous runoff modeling and assumptions concerning minimum flows needed to maintain beneficial uses, watersheds must retain the majority of their natural vegetation cover and soils, and developments must minimize their disruption of the natural hydrologic cycle in order to avoid significant natural resource degradation in lowland streams. The BMPs described in III-3.`I Roof Downspout Controls, and 'V-5.3.11 On-site Stormwater Management BMPs are likely insufficient by themselves to prevent significant hydrologic disruptions and impacts to streams and their natural resources. Therefore, local governments should look for opportunities to change their local development codes to minimize impervious surfaces and retain native vegetation in all development situations. Most importantly, to maintain the beneficial uses of our lowland freshwater systems will require land use planning that targets retention of a majority of a creek's watershed in its natural condition, and retains most of the benefits of headwater areas, connected wetlands, riparian, and floodplain areas. 6 of 7 10/25/2018, 10:46 AM I-2.5.5 Minimum Requirement#5:On-site Stormwater Management https://fortress.wa.gov/ecy/madcap/wq/2014SWMMWWinteractive/ContentlTopics/Volu... Figure I-2.5.1 Flow Chart for Determining LID MR#5 Requirements i '..�•.err._ .. [ L 2014 Figure 1-2.5.1 pdf download Washington State Department of Ecology 2012 Stormwater Management Manual for Western Washington. as Amended in December 2014 (The 2014 SWMMWW) 7 of 7 10/25/2018, 10:46 AM 1 `•..-s 0 \mil .1 1 Beams for the Ward residence ' B-1 16' Garage door header 5.5'of tributary floor loads=5.5 x 50 =275p1f Exterior wall loads 8psfx 9'wall= 72p1f Total load 347p1f Ok to use a Doug Fir Larch 5-1/8" x 12" 2,400 Fb Glu lam beam. Three inches of bearing at each end B-2.6'Floor support beam at garage. 13/2 Tributary floor loads = 6.5 x 50= 325p1f Ext. wall 8psf x 9'wall = 72p1f Shed roof 12/2 =6 x 32psf 192p1f Total load 589p1f Ok to use a Doug Fir Larch 3-1/8" x 7-1/2" 2,400 Fb Glu lam beam. B-3 20'Center floor support beam at garage location. Ls-- 22/2 Tributary floor loads= 11 x 50 = 550p1f Total load 550p1f Ok to use a Doug Fir Larch 5-1/8" x 16-1/2" 2,400 Fb Glu lam beam. Three inches of bearing at each end. B-4 28'Dining/living room center floor support beam. , ' ,7 ,";) 26/2 Tributary floor loads= 13 x 50= 650p1f Total load 650p1f Ok to use a Doug Fir Larch 6 3/4" x 21" 2,400 Fb Glu lam beath. Three inches of bearing at each end. Steel beam options for B-4 a 6 ,, L (` � X,/��AA K W16x26, W 30, W14x30. J 1 6/ r1; B-4 18'Reduced span for dining/living room center floor support beam. 26/2 Tributary floor loads = 13 x 50 = 650p1f Total load 650p1f Ok to use a Doug Fir Larch 6-3/4"x 13-1/2"2,400 Fb Glu lam beam. t Steel beam options for B-4 l v'k c1 U cal 'Pwr 36-KSI W16 x 26, W12 x 30, W14 x 30. B-5 20'Porch roof support beam. 3.5' Tributary floor loads =3.5 x 32 = 112plf Total load 112p1f ;? Ok to use a Doug Fir Larch 3-1/B x 9-1/4" Big Beam. j t --a- be, ,;" U''j�,l'srr TABLE DF-27 DOUGLAS FIR - LARCH THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION Structural Glued Laminated Timber FLOOR BEAMS FLOOR LIVE LOAD Fb E CD Deflection limit 2400 240 1.8 1.00 Span 1360 Simple Span Beams psi psi million for LIVE LOAD c.j For Preliminary Design Purposes psi Lamination thickness: 1.500 in. FLOOR LOAD FACTOR= 0.80 BEAM SIZE BEAM BEAM CAPACITY, UNIFORM LOAD w, plf Width Depth WEIGHT SPAN,ft b,in. d,in. plf 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 31/8 6 4.6 366 D 257 D 187 D 141 D 109 D 85 D 68 D 56 D 3 1/8 7 1/2 5.7 715 D 502 D 366 D 275 D 212 D 167 D 133 D 109 D 89 D 75 D 63 D - - -- -- - b 3 1/8 9 6.8 1055 B 833 B 633 D 475 D 366 D 288 D 231 D 187 D 154 D 129 D 109 D 92 D 79 D 68 D 59 D -- -- 31/8 101/2 8.0 1436 B 1134 B 919 B 755 D 582 D 457 D 366 D 298 D 245 D 205 D 172 D 147 D 126 D 109 D 94 D 83 D 73 D 3 1/8 12 9.1 1875 B 1481 B 1200 B 992 B 833 B 683 D 547 D 444 D 366 D 305 D 257 D 219 D 187 D 162 D 141 0 123 0 109 0 31/8 131/2 10.3 2348 S 1875 B 1519 B 1255 B 1055 B 899 B 775 B 633 D 521 D 435 D 366 D 311 D 267 D 231 D 201 D 176 D 154 D 3 1/8 15 11.4 2727 S 2308 S 1875 B 155013 1302 B 1109 B 957 8 833 8 715 D 596 D 502 D 427 D 366 D 316 D 275 D 241 D 212 D 31/8 16 1/2 12.5 3000 A 2640 S 2269 B 1875 B 1576 B 1342 B 1158 B 1008 B 886 B 785 B 669 D 569 D 487 D 421 D 366 D 320 D 282 D 3 1/8 18 13.7 3000* 3000" 2571 S 2231 8 1875 8 1598 B 1378 B 1200 B 1055 B 934 B 833 B 738 D 633 D 547 D 475 D 416 D 366 D 31/8 191/2 14.8 3000 A 3000* 2889 S 2516 S 2201 B 1875 B 1617 B 1408 B 1238 B 1096 B 978 B 878 B 792 B 695 D 604 D 529 D 466 D 5 1/8 6 7.5 601 D 422 D 307 D 231 D 178 D 140 D 112 D 91 D 5 1/8 7 1/2 9.3 1173 D 824 D 601 D 451 D 348 D 273 D 219 D 178 D 147 D 122 D 103 D -- -- - - - 51/8 9 11.2 1730 B 1367 B 1038 D 780 D 601 D 472 0 378 0 307 0 253 0 211 0 178 0 151 D 130 D 112 D 97 D - -- 5 1/8 10 1/2 13.1 2354 B 1860 B 1507 B 1238 D 954 D 750 D 601 D 488 D 402 D 335 D 283 D 240 D 206 D 178 D 155 D 135 D 119 D 51/8 12 14.9 3075 8 2430 B 1968 B 1626 8 1367 B 1120 D 896 D 729 D 601 D 501 D 422 D 359 D 307 D 266 D 231 D 202 D 178 D 5 1/8 13 1/2 16.8 3850 S 3075 B 2491 B 2058 B 1730 B 1474 B 1271 B 1038 D 855 D 713 D 601 D 511 D 438 D 378 D 329 D 288 D 253 D 5 1/8 15 18.7 4473 S 3785 S 3075 B 2541 B 2135 B 1820 B 1569 B 1367 B 1173 D 978 D 824 D 700 D 601 D 519 D 451 D 395 D 348 D 5 1/8 161/2 20.6 5154 S 4330 S 3721 B 3075 B 2584 B 2202 B 1898 B 1654 B 1447 B 1274 B 1097 D 932 D 799 D 691 D 601 D 526 D 463 0 51/8 18 22.4 5904 S 4920 S 4217 S 3660 B 3075 B 2620 B 2259 B 1954 B 1707 B 1503 B 1333 B 1190 B 1038 D 896 D 780 D 682 D 601 D 51/8 19 1/2 24.3 6000* 5562 S 4738 S 4126 S 3609 B 3073 B 2630 8 2275 B 198713 1750 8 1552 8 1385 8 1244 8 1123 8 991 D 868 D 764 D 51/8 21 26.2 6000* 6000* 5298 S 4592 S 4052 S 3538 8 3028 B 2620 B 2288 B 2014 B 1786 B 1595 B 1432 B 1292 B 1172 B 1068 B 954 D 51/8 221/2 28.0 6000" 6000" 5904 S 5090 S 4473 S 3989 S 3452 8 2986 B 2608 8 2296 B 2036 B 1818 B 1632 B 1473 B 1336 B 1217 B 1113 B 51/8 24 29.9 6000* 6000* 6000* 5623 S 4920 S 4373 S 3902 B 3376 B 2948 B 2596 B 2302 B 2055 B 1845 B 1665 B 1510 B 1376 B 1258 B 51/8 251/2 31.8 6000* 6000" 6000* 6000* 5396 S 4779 S 4289 S 3788 B 3308 B 2913 B 2583 B 2306 B 2070 B 1869 B 1695 B 1544 B 1412 B 6 3/4 6 9.8 791 D 556 D 405 D 304 D 234 D 184 D 148 D 120 D - - - -- -- -- 6 3/4 7 1/2 12.3 1545 D 1085 D 791 D 594 D 458 D 360 D 288 D 234 D 193 D 161 0 136 0 -- -- -- - -- -- 6 3/4 9 14.8 2278 B 1800 B 1367 D 1027 D 791 D 622 D 498 D 405 D 334 D 278 D 234 D 199 D 171 D 148 D 128 D -- -- 6 3/4 10 112 17.2 3101 B 2450 8 1985 8 1631 D 1256 D 988 ID 791 D 643 D 530 D 442 D 372 D 316 D 271 D 234 D 204 D 178 D 157 D 6 3/4 12 19.7 4050 B 3200 B 2592 B 2142 B 1800 B 1475 D 1181 D 960 D 791 D 659 D 556 D 472 D 405 D 350 D 304 D 266 D 234 D 6 3/4 13 1/2 22.1 5071 S 4050 B 3281 B 2711 B 2278 B 1941 B 1674 B 1367 D 1126 D 939 D 791 D 673 D 577 D 498 D 433 D 379 D 334 D 6 3/4 15 24.6 5891 S 4985 S 4050 B 3347 B 2813 B 2392 B 2047 B 1771 B 1545 D 1288 D 1085 D 923 D 791 D 683 D 594 D 520 D 458 0 6 3/4 16 1/2 27.1 6789 S 5702 S 4901 B 4050 B 3391 B 2867 B 2454 B 2123 B 1854 B 1632 B 1444 D 1228 D 1053 D 909 D 791 D 692 D 609 D 6 3/4 18 29.5 7776 S 6480 S 5554 S 4803 B 4001 B 3382 B 2895 B 2504 B 2187 B 1925 8 1708 8 1524 8 1367 D 1181 0 1027 D 899 D 791 D 6 3/4 19 1/2 32.0 8000* 7325 S 6240 S 5435 S 4658 B 3938 B 3370 B 2916 B 2546 B 2242 B 1988 B 1775 B 1594 B 1438 B 1304 B 1143 D 1006 D 6 3/4 21 34.5 8000* 8000*. 6978 S 6048 S 5336 S 4533 8 3880 B 3356 B 2931 B 2581 B 2289 B 2043 B 1834 B 1656 B 1502 B 1368 B 1251 B 6 3/4 221/2 36.9 8000* 8000* 7776 S 6703 S 5891 S 5168 B 4423 B 3827 B 3342 B 2942 B 2609 B 2329 B 2091 B 1888 B 1712 B 1559 B 1426 B 6 3/4 24 39.4 8000* 8000* 8000* 7406 S 6480 S 5760 S 5000 B 4326 B 3777 B 3326 B 2950 B 2633 B 2364 B 2134 B 1935 B 1763 B 1612 B 6 3/4 251/2 41.8 8000* 8000* 8000* 8000* 7107 S 6295 S 5611 B 4854 B 4239 B 3732 B 3310 B 2955 B 2653 B 2395 B 2172 B 1978 B 1809 B 6 3/4 27 44.3 8000* 8000* 8000* 8000* 7776 S 6861 S 6139 S 5411 B 4725 B 4160 B 3690 B 3294 B 2957 B 2669 B 2421 B 2205 B 2017 B 6 3/4 281/2 46.8 8000* 8000* 8000* 8000* 8000* 7462 S 6655 S 5996 8 5236 8 4610 8 4089 8 3650 8 3277 8 295813 2683 B 2444 B 2235 B TABLE SPECIFICATIONS: This table applies to straight,simply supported glued laminated timber beams under dry conditions of use. Beams must be laterally supported at the top along the length of the beam and at the top and bottom at the ends.The load carrying capacities tabulated are for total load including the weight of the member. BEAM WEIGHT:35.0 pounds per cubic foot was used to determine beam weight per lineal foot shown In the table. DESIGN VALUE MODIFICATIONS:The allowable stress in bending,Fb ,has been adjusted by the AITC volume factor,CV. For determination of load carrying capacities governed by shear,loads within a distance"d"(the depth of the beam)from the ends have been neglected. DEFLECTION LIMITS:For floor beams, deflection is limited to span/360 for live toad. Live load of 80%of total load is used. CONTROLLING VALUES: Values marked with a D are controlled by deflection,B are bending controlled,and S are shear controlled, SPAN:Span is defined as the length from centerline to centerline of bearing. This span is the length used In standard engineering equations to calculate deflection,bending and shear. "The values have been limited to reasonable capacities.Engineering calculations may allow for greater capacities. Feb-2001 While these capacity tables have been prepared in accordance with recognized engineering principles and are based on the most accurate and reliable technical data available,these tables should not be used or relied upon for any general or specific application without competent professional examination and verification of their accuracy,suitability,and applicability by a licensed professional engineer,designer,or architect. AITC MAKES NO REPRESENTATION OR WARRANTY,EXPRESSED OR IMPLIED,THAT THE INFORMATION CONTAINED HEREIN IS SUITABLE FOR ANY GENERAL OR SPECIFIC USE OR IS FREE FROM INFRINGEMENT OF ANY PATENT OR COPYRIGHT.ANY USER OF THIS INFORMATION ASSUMES ALL RISK AND LIABILITY ARISING FROM SUCH USE. TABLE DF-30 DOUGLAS FIR - LARCH THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION Structural Glued Laminated Timber FLOOR BEAMS . FLOOR LIVE LOAD� Fb FV E CD Deflection limit " 0 2400 240 1.8 1.00 Span / 360 Simple Span Beams psi psi million for LIVE LOAD For Preliminary Design Purposes psi Lamination thickness: 1.500 in. FLOOR LOAD FACTOR= 0.80 BEAM SIZE BEAM BEAM CAPKCITY, UNfORM LOAD w, pif Width Depth WEIGHT SPAN,ft b,in. d,in. plf 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3 112 6 5.1 -- -- -- -- -- -- -- -- - -- -- -- -- -- 3 1/2 7 1/2 6.4 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 31/2 9 7.7 -- -- - -- -- -- -- -- -- -- -- -- -- -- -- 3 1/2 10 1/2 8.9 72 D 64 D -- - -- -- -- -- -- -- -- -- -- -- -- 3 1/2 12 10.2 108 D 96 D 85 D 77 D 69 D 62 D -- -- -- -- -- -- - -- -- -- 31/2 131/2 11.5 153 D 136 D 122 D 109 D 98 D 89 D 80 D 73 D 67 D -- -- -- -- -- -- -- 31/2 15 12.8 210 D 187 D 167 0 149 0 135 0 122 0 110 0 100 D 91 D 83 D 77 D 70 0 65 D -- -- -- 31/2 16 1/2 14.0 280 0 248 D 222 D 199 D 179 D 162 0 147 D 133 D 122 0 111 D 102 D 94 D 86 D 80 D 74 D 68 D 31/2 18 15.3 363 0 323 0 288 D 258 0 232 D 210 0 190 D 173 D 158 0 144 0 132 D 122 0 112 D 103 D 96 0 89 D 3 1/2 19 1/2 16.6 461 D 410 D 366 D 328 D 296 D 267 D 242 D 220 D 201 D 183 D 168 D 155 D 142 D 131 D 122 D 113 D r 51/2 6 8.0 -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- 51/2 7 1/2 10.0 -- - -- -- -- -- -- -- -- -- -- -- - -- -- -- 51/2 9 12.0 -- -- -- -- -- -- -- -- -- - -- -- -- -- - -- 51/2 10 1/2 14.0 113 D 101 D -- -- -- -- -- - -- -- -- -- -- -- -- 51/2 12 16.0 169 0 150 D 134 0 120 D 108 D 98 D -- -- -- -- -- -- -- -- -- -- 51/2 131/2 18.0 241 D 214 D 191 D 171 D 154 D 139 D 126 D 115 D 105 0 -- -- -- -- -- -- -- 5112 15 20.1 330 D 293 D 262 D 235 D 211 D 191 D 173 D 157 D 143 D 131 D 120 D 111 D 102 0 -- -- -- 51/2 16 1/2 22.1 439 D 390 D 349 D 313 D 281 D 254 D 230 D 209 D 191 D 175 D 160 D 147 D 135 0 125 0 116 D 107 0 51/2 18 24.1 570 D 507 D 453 D 406 D 365 D 330 D 299 D 272 D 248 D 227 D 208 D 191 D 176 D 162 D 150 D 139 D 51/2 19 1/2 26.1 725 D 645 D 576 D 516 D 464 0 420 0 380 0 346 0 315 0 288 0 264 D 243 D 224 D 206 D 191 D 177 D 5 1/2 21 28.1 906 D 805 D 719 D 645 D 580 D 524 D 475 D 432 D 394 D 360 D 330 D 303 D 279 D 258 D 239 D 221 D 51/2 22 1/2 30.1 1089 B 990 D 884 0 793 0 714 0 645 D 584 D 531 D 484 D 443 D 406 0 373 D 344 D 317 D 293 D 272 D 51/2 24 32.1 1231 B 1133 B 1047 B 962 D 866 D 782 D 709 D 645 D 588 D 537 D 493 D 453 D 417 D 385 D 356 D 330 D 5112 25 1/2 34.1 1381 B 1272 B 1175 B 1088 B 1011 B 938 D 850 D 773 D 705 D 645 D 591 D 543 D 500 D 462 D 427 0 396 D 6 3/4 6 9.8 -- -- -- -- -- -- - -- -- -- -- -- -- - -- -- 6 3/4 7 1/2 12.3 -- -- - -- -- -- -- -- -- -- -- - - -- -- -- 6 3/4 9 14.8 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 6 3/4 10 1/2 17.2 139 0 123 0 -- -- -- -- -- -- -- -- -- - - - -- -- 6 3/4 12 19.7 207 D 184 D 165 D 148 D 133 D 120 D -- -- -- -- -- -- -- -- -- -- 63/4 13 1/2 22 1 295 D 262 D 234 D 210 D 189 D 171 D 155 D 141 D 128 D -- -- -- -- -- -- -- 6 3/4 15 24.6 405 D 360 D 321 D 288 D 259 D 234 D 212 D 193 D 176 D 161 D 148 D 136 D 125 D -- -- -- 6 3/4 16 1/2 27.1 539 D 479 D 428 D 384 D 345 D 312 D 283 D 257 0 234 0 214 D 196 D 181 D 166 D 153 D 142 D 132 D 6 3/4 18 29.5 700 D 622 D 556 D 498 D 448 D 405 D 367 0 334 0 304 0 278 0 255 D 234 D 216 D 199 D 184 D 171 D 6 3/4 19 1/2 32.0 890 D 791 D 706 D 633 D 570 D 515 D 467 D 424 D 387 D 354 D 324 D 298 D 274 D 253 D 234 D 217 D t-I 6 3/4 21 34.5 1111 0 988 0 882 D 791 D 712 D 643 D 583 D 530 D 483 D 442 D 405 D 372 D 343 D 316 D 293 D 271 D 6 3/4 22 1/2 36.9 1309 B 1205 B 1085 D 973 D 876 D 791 D 717 D 652 D 594 D 543 D 498 D 458 D 422 D 389 D 360 D 334 D 6 3/4 24 39.4 1480 B 1363 B 1259 B 1166 B 1063 D 960 D 870 D 791 D 721 D 659 D 605 D 556 D 512 D 472 D 437 D 405 D 6 3/4 25 1/2 41.8 1660 B 1529 B 1413 B 1309 B 1216 B 1132 B 1044 D 949 D 865 D 791 D 725 D 666 0 614 0 567 D 524 0 486 0 6 3/4 27 44.3 1851 B 1705 B 1575 B 1459 B 1355 B 1262 B 1178 B 1102 B 1027 D 939 D 861 D 791 D 729 D 673 D 622 D 577 D 6 3/4 28 1/2 46.8 2051 B 1889 B 1745 B 1617 B 1502 B 1399 B 1306 8 1221 8 1145 B 1075 B 1012 B 930 D 857 D 791 D 732 D 678 D TABLE SPECIFICATIONS: This table applies to straight,simply supported glued laminated timber beams under dry conditions of use. Beams must be laterally supported at the top along the length of the beam and at the top and bottom at the ends.The load carrying capacities tabulated are for total load including the weight of the member. BEAM WEIGHT:35.0 pounds per cubic foot was used to determine beam weight per lineal foot shown in the table. DESIGN VALUE MODIFICATIONS:The allowable stress in bending,Fb ,has been adjusted by the AITC volume factor,CV. For determination of load carrying capacities governed by shear,loads within a distance"d"(the depth of the beam)from the ends have been neglected. DEFLECTION LIMITS:For floor beams, deflection is limited to span/360 for live toad. Live load of 80%of total load is used. CONTROLLING VALUES: Values marked with a D are controlled by deflection,B are bending controlled,and S are shear controlled. SPAN:Span is defined as the length from centerline to centerline of bearing. This span is the length used In standard engineering equations to calculate deflection,bending and shear. *The values have been limited to reasonable capacities.Engineering calculations may allow for greater capacities. Feb-2001 While these capacity tables have been prepared in accordance with recognized engineering principles and are based on the most accurate and reliable technical data available,these tables should not be used or relied upon for any general or specific application without competent professional examination and verification of their accuracy,suitability,and applicability by a licensed professional engineer,designer,or architect. AITC MAKES NO REPRESENTATION OR WARRANTY,EXPRESSED OR IMPLIED,THAT THE INFORMATION CONTAINED HEREIN IS SUITABLE FOR ANY GENERAL OR SPECIFIC USE OR IS FREE FROM INFRINGEMENT OF ANY PATENT OR COPYRIGHT.ANY USER OF THIS INFORMATION ASSUMES ALL RISK AND LIABILITY ARISING FROM SUCH USE. . I &h.......---a TABLE DF-27 DOUGLAS FIR - LARCH THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION Structural Glued Laminated Timber FLOOR BEAMS FLOOR LIVE LOAD Fb F„ E Cr, Deflection limit 2400 240 1.8 1.00 Span / 360 Simple Span Beams psi psi million for LIVE LOAD For Preliminary Design Purposes psi Lamination thickness: 1.500 in. FLOOR LOAD FACTOR= 0 80 BEAM SIZE BEAM BEAM CAPACITY, UNIFORM LOAD w, plf _ Width Depth WEIGHT SPAN,ft b,in. d,in. plf 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3 1/8 6 4.6 -- -- -- -- -- -- -- -- -- -- -- - -- - 31/8 71/2 5.7 - -- -- - -- -- -- -- -- -- -- -- -- -- -- -- 31/8 9 6.8 -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- 31/8 101/2 8.0 64 D 57 D -- -- -- - -- -- -- -- -- -- -- 31/8 12 9.1 96 D 85 D 76 D 68 D 62 D 56 D -- -- -- -- - -- - -- - -- 3 1/8 13 1/2 10.3 137 D 122 D 109 D 97 D 88 D 79 D 72 D 65 D 59 D -- -- -- -- -- -- -- 31/8 15 11.4 187D 167D 149D 133D 120D 1090 980 890 820 750 680 630 58D - -- -- 31/8 16 1/2 12.5 250 D 222 D 198 D 178 D 160 D 144 0 131 D 119 D 109 0 99 D 91 D 84 D 77 D 71 D 66 D 61 0 31/8 18 13.7 324 0 288 0 257 0 231 D 208 D 187 D 170 0 154 D 141 0 129 D 118 D 109 D 100 D 92 D 85 D 79 D 31/8 191/2 14.8 412D 366D 327D 293D 264D 2380 216D 196D 1790 164D 150D 138D 127D 117D 109D 101 D 51/8 6 7.5 -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- 51/8 71/2 9.3 -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- 5 1/8 9 11.2 -- - -- -- -- -- -- -- -- -- -- -- -- -- - -- 51/8 101/2 13.1 105 D 94 D -- -- -- -- -- -- -- -- -- -- -- -- -- 51/8 12 14.9 157 0 140 0 125 D 112 D 101 0 91 D -- -- -- -- -- -- -- -- - -- 51/8 131/2 16.8 224 D 199 0 178 D 160 D 144 D 130 D 118 D 107 D 97 D -- -- -- -- -- -- -- 51/8 15 18.7 307D 273D 244D 219D 197D 178D 161 D 147D 1340 122D 112D 1030 95D -- -- -- 5 1/8 16 1/2 20.6 409 D 364 D 325 D 291 D 262 D 237 D 215 D 195 D 178 0 163 D 149 D 137 0 126 D 117 D 108 D 100 D 5 1/8 18 22.4 531 D 472 0 422 D 378 D 340 D 307 D 279 D 253 D 231 D 211 D 194 D 178 D 164 D 151 D 140 0 130 D 5 1/8 19 1/2 24.3 676 D 601 D 536 D 481 D 433 D 391 D 354 D 322 D 294 0 269 0 246 0 226 0 208 0 192 D 178 D 165 D 5 1/8 21 26.2 844 D 750 D 670 0 601 D 541 D 488 D 443 D 402 D 367 D 335 D 307 D 283 0 260 D 240 D 222 0 206 D 5 1/8 221/2 28.0 1022 B 923 0 824 0 739 0 665 0 601 0 544 0 495 D 451 D 413 D 378 D 348 D 320 D 296 D 273 0 253 D 51/8 24 29.9 1155 B 1064 B 983 B 896 D 807 D 729 D 661 D 601 D 548 0 501 D 459 D 422 D 389 D 359 D 332 0 307 D 5 1/8 25 1/2 31.8 1296 B 1193 B 1102 B 1021 B 949 B 874 D 792 D 720 D 657 D 601 D 551 D 506 0 466 D 430 D 398 D 369 D 6 3/4 6 9.8 - -- - -• -- - -- -- -- -- - -- - - -- -- 6 3/4 71/2 12 3 -- -- -- -- - -- -- -- -- - -- -- -- -- -- -- 6 3/4 9 14.8 -- -- -- -- -- -- -- -- -- - -- -- - -- -- 6 3/4 10 1/2 17.2 139 0 123 0 -- -- -- -- -- -- -- -- -- -- -- -- -- -- 6 3/4 12 19.7 207 D 184 0 165 D 148 D 133 D 120 D -- -- -- -- -- -- -- -- -- -- 6 3/4 13 1/2 22.1 295 D 262 D 234 D 210 D 189 D 171 D 155 D 141 D 128 D -- -- -- -- -- -- -- 6 3/4 15 24.6 405 D 360 D 321 D 288 D 259 D 234 D 212 D 193 D 176 D 161 D 148 D 136 D 125 D -- -- -- 6 3/4 16 1/2 27.1 539 D 479 D 428 D 384 D 345 D 312 D 283 D 257 D 234 D 214 D 196 D 181 D 166 D 153 D 142 D 132 D 6 3/4 18 29.5 700 D 622 D 556 D 498 D 448 D 405 D 367 D 334 D 304 D 278 0 255 0 234 0 216 0 199 D 184 0 171 D 6 3/4 19 1/2 32.0 890 D 791 D 706 D 633 D 570 D 515 D 467 D 424 D 387 D 354 D 324 D 298 D 274 D 253 D 234 D 217 D 6 3/4 21 34.5 1111 0 988 0 882 0 791 0 712 D 643 D 583 0 530 D 483 D 442 D 405 D 372 D 343 D 316 D 293 D 271 D 6 3/4 221/2 36.9 1309 B 1205 B 1085 D 973 D 876 D 791 D 717 D 652 D 594 D 543 D 498 D 458 D 422 D 389 D 360 D 334 D 6 3/4 24 39.4 1480 B 1363 B 1259 B 1166 B 1063 D 960 D 870 D 791 D 721 D 659 D 605 D 556 D 512 D 472 D 437 D 405 D 6 3/4 25 1/2 41.8 1660 B 1529 B 1413 B 1309 B 1216 B 1132 B 1044 D 949 D 865 D 791 D 725 D 666 D 614 D 567 D 524 D 486 D 6 3/4 27 44.3 1851 B 1705 B 1575 B 1459 B 1355 B 1262 B 1178 B 1102 B 1027 D 939 D 861 D 791 D 729 D 673 D 622 D 577 D 6 3/4 28 1/2 46.8 2051 B 1889 B 1745 B 1617 B 1502 B 1399 B 1306 B 1221 B 1145 6 1075 B 1012 B 930 0 857 D 791 D 732 D 678 D TABLE SPECIFICATIONS: This table applies to straight,simply supported glued laminated timber beams under dry conditions of use. Beams must be laterally supported at the top along the length of the beam and at the top and bottom at the ends.The load carrying capacities tabulated are for total load including the weight of the member. BEAM WEIGHT:35.0 pounds per cubic foot was used to determine beam weight per lineal foot shown in the table. DESIGN VALUE MODIFICATIONS:The allowable stress In bending,Fb ,has been adjusted by the AITC volume factor,CV. For determination of load carrying capacities governed by shear,loads within a distance"d"(the depth of the beam)from the ends have been neglected. DEFLECTION LIMITS:For floor beams, deflection is limited to span/360 for live load. Live load of 80%of total load rs used. CONTROLLING VALUES: Values marked with a 0 are controlled by deflection,B are bending controlled,and S are shear controlled. SPAN:Span is defined as the length from centerline to centerline of bearing. This span is the length used in standard engineering equations to calculate deflection,bending and shear. *The values have been limited to reasonable capacities.Engineering calculations may allow for greater capacities. Feb-2001 While these capacity tables have been prepared in accordance with recognized engineering principles and are based on the most accurate and reliable technical data available,these tables should not be used or relied upon for any general or specific application without competent professional examination and verification of their accuracy,suitability,and applicability by a licensed professional engineer,designer,or architect. AITC MAKES NO REPRESENTATION OR WARRANTY,EXPRESSED OR IMPLIED,THAT THE INFORMATION CONTAINED HEREIN IS SUITABLE FOR ANY GENERAL OR SPECIFIC USE OR IS FREE FROM INFRINGEMENT OF ANY PATENT OR COPYRIGHT.ANY USER OF THIS INFORMATION ASSUMES ALL RISK AND LIABILITY ARISING FROM SUCH USE. Qum1 TABLE DF-30 DOUGLAS FIR - LARCH THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION Structural Glued Laminated Timber FLOOR BEAMS FLOOR LIVE LOAD Fb Fv E CD Deflection limit 2400 240 1.8 1.00 Span / 360 Simple Span Beams psi psi million for LIVE LOAD For Preliminary Design Purposes psi Lamination thickness: 1.500 in. FLOOR LOAD FACTOR= 0.80 BEAM SIZE BEAM - SEAM CAPACITY, UNIFORM LOAD w, pit Width Depth WEIGHT SPAN,ft b,In. d,In. pif 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 -- -- - - -- 3 1!2 6 5.1 410 D 288 D 210 D 158 D 122 D 96 D 77 D 62 D 31/2 7 1/2 6.4 801 D 563 0 410 D 308 D 237 D 187 D 149 D 122 D 100 D 83 D 70 D -- -- -- - -- 31/2 9 7.7 1181 B 933E 709D 532D 410D 323D 258D 210D 173D 144D 122D 103D 89D 77D 67D -- - 31/2 10 1/2 8.9 1608 B 1270 B 1029 B 846D 651 D 512D 410D 333D 275D 229D 193D 164D 141 D 122D 106D 93D 81 D 31/2 12 10.2 2100 B 1659 B 1344 B 1111 6 933 6 765 0 612 0 498 0 410 0 342 D 288 0 245 D 210 0 181 0 158 D 138 0 122 D 31/2 13 1/2 11,5 2630 S 2100 B 1701 B 1406 B 1181 B 1007 B 868 B 709 D 584 D 487 D 410 D 349 D 299 D 258 D 225 D 197 D 173 D 3 1/2 15 12.8 3000* 2585 S 2100 B 1736 B 1458 B 1243 B 1071 B 933 B 801 D 668 D 563 D 478 D 410 D 354 D 308 D 270 D 237 D 31/2 161/2 14.0 3000* 2957 S 2541 B 2100 B 1765 B 1504 B 1296 B 1129 B 993 B 879 B 749 D 637 D 546 D 472 D 410 D 359 D 316 D 31/2 18 15.3 3000" 3000" 2880 S 2499 B 2100 B 1789 B 1543 B 1344 B 1181 B 1046 B 933 B 827 D 709 D 612 D 532 D 466 D 410 D 3 1/2 19 1/2 16.6 3000" 3000* 3000* 2818 S 2465 B 2100 B 1811 B 1577 B 1386 B 1228 B 1095 B 983 B 882 B 778 D 677 D 592 D 521 D 51/2 6 8.0 645 D 453 D 330 D 248 D 191 D 150 D 120 0 98 D 51/2 7 1/2 10.0 1259 D 884 D 645 D 484 D 373 D 293 D 235 D 191 D 157 D 131 D 111 D - -- -- -- -- 51/2 9 12.0 1856 8 1467 8 1114 D 837 D 645 D 507 D 406 D 330 D 272 D 227 D 191 D 162 D 139 D 120 D 105 D -- -- 5 1/2 10 1/2 14.0 2527 B 1996 B 1617 B 1329 D 1023 D 805 D 645 D 524 D 432 D 360 D 303 D 258 D 221 D 191 D 166 D 145 D 128 D 5 1/2 12 16.0 3300 B 2607 B 2112 B 1745 B 1467 B 1202 D 962 D 782 D 645 D 537 D 453 D 385 D 330 D 285 D 248 D 217 D 191 D 51/2 131/2 18.0 4132 S 3300 B 2673 B 2209 B 1856 B 1582 B 1364 B 1114 D 918 D 765 D 645 D 548 D 470 D 406 D 353 D 309 D 272 D 51/2 15 20.1 4800 S 4062 S 3300 B 2727 B 2292 B 1953 B 1684 B 1467 B 1259 D 1050 D 884 D 752 D 645 D 557 D 484 D 424 D 373 D 51/2 16 1/2 22.1 5531 S 4646 S 3993 B 3300 B 2773 B 2363 B 2037 B 1765 B 1542 B 1357 B 1177 0 1001 0 858 0 741 0 645 0 564 0 496 51/2 18 24.1 6000* 5280 S 4526 S 3927 B 3300 B 2812 B 2407 B 2083 B 1819 B 1601 B 1420 B 1268 B 1114 D 962 D 837 D 732 D 645 D 51/2 19 1/2 26.1 6000* 5969 S 5084 S 4428 S 3873 8 3275 8 2803 B 2425 B 2117 B 1864 B 1653 B 1476 B 1325 B 1196 B 1064 D 931 D 819 D 51/2 21 28.1 6000* 6000* 5686 S 4928 S 4348 S 3770 B 3227 B 2791 B 2438 B 2146 B 1903 B 1699 B 1526 B 1377 B 1249 B 1138 B 1023 D 51/2 221/2 30.1 6000* 6000* 6000* 5462 S 4800 S 4281 S 3679 B 3182 B 2779 B 2447 B 2170 B 1937 B 1739 B 1570 B 1424 B 1297 B 1186 B 51/2 24 32.1 6000* 6000* 6000* 6000* 5280 S 4693 S 4159 B 3598 B 3142 B 2766 B 2453 B 2190 B 1966 B 1775 B 1610 B 1466 B 1341 B 51/2 251/2 34.1 6000* 6000" 6000* 6000* 5791 S 5129 S 4603 S 4037 B 3525 B 3104 B 2753 B 2457 B 2206 B 1991 B 1806 B 1645 B 1504 B 6 3/4 6 9.8 791 D 556 0 405 D 304 D 234 D 184 D 148 D 120 D 6 3/4 7 1/2 12.3 1545 0 1085 D 791 D 594 0 458 0 360 D 288 D 234 D 193 D 161 D 136 D 6 3/4 9 14.8 2278 B 1800 B 1367 D 1027 D 791 D 622 D 498 D 405 D 334 D 278 D 234 D 199 D 171 D 148 D 128 D -- -- 6 3/4 10 1/2 17.2 3101 B 2450 B 1985 B 1631 D 1256 D 988 D 791 D 643 D 530 D 442 D 372 D 316 D 271 D 234 D 204 D 178 D 157 D 6 3/4 12 19.7 4050 B 3200 B 2592 B 2142 B 1800 B 1475 D 1181 D 960 D 791 D 659 D 556 D 472 D 405 D 350 D 304 D 266 D 234 D 6 3/4 13 1/2 22.1 5071 S 4050 B 3281 B 2711 B 2278 B 1941 B 1674 B 1367 D 1126 ID 939 D 791 D 673 D 577 D 498 D 433 D 379 D 334 D 6 3/4 15 24.6 5891 S 4985 S 4050 B 3347 B 2813 B 2392 B 2047 B 1771 B 1545 0 1288 D 1085 0 923 0 791 0 683 0 594 0 520 0 458 0 6 3/4 16 1/2 27.1 6789 S 5702 S 4901 B 4050 B 3391 B 2867 B 2454 B 2123 B 1854 B 1632 B 1444 D 1228 D 1053 D 909 D 791 D 692 D 609 D 6 314 18 29.5 7776 S 6480 S 5554 S 4803 B 4001 8 3382 8 2895 B 2504 B 2187 B 1925 B 1708 B 1524 B 1367 D 1181 0 1027 D 899 D 791 D 6 3/4 19 1/2 32.0 8000* 7325 S 6240 S 5435 S 4658 B 3938 B 3370 B 2916 B 2546 B 2242 B 1988 B 1775 B 1594 B 1438 B 1304 B 1143 D 1006 D 6 3/4 21 34.5 8000* 8000* 6978 S 6048 S 5336 S 4533 B 3880 B 3356 B 2931 B 2581 B 2289 B 2043 B 1834 B 1656 B 1502 B 1368 B 1251 B 6 3/4 22 1/2 36.9 8000* 8000* 7776 S 6703 S 5891 S 5168 B 4423 B 3827 B 3342 B 2942 B 2609 B 2329 B 2091 B 1888 B 1712 B 1559 B 1426 B 6 3/4 24 39.4 8000* 8000* 8000* 7406 S 6480 S 5760 S 5000 B 4326 B 3777 B 3326 B 2950 B 2633 B 2364 B 2134 B 1935 B 1763 B 1612 B 6 3/4 251/2 41.8 8000* 8000* 8000* 8000" 7107 S 6295 S 5611 B 4854 B 4239 6 3732 6 3310 6 2955 B 2653 8 239513 217213 1978 8 180913 6 3/4 27 44.3 8000* 8000* 8000* 8000* 7776 S 6861 S 6139 S 5411 B 4725 B 4160 B 3690 B 3294 B 2957 B 2669 B 2421 B 2205 B 2017 B 6 3/4 28 1/2 L 46.8 48000* 8000* 8000* 8000* 8000* 7462 S 6655 S 5996 B 5236 B 4610 B 4089 B 3650 B 3277 B 2958 B 2683 B 2444 B 2235 B TABLE SPECIFICATIONS: This table applies to straight,simply supported glued laminated timber beams under dry conditions of use. Beams must be laterally supported at the top along the length of the beam and at the top and bottom at the ends.The load carrying capacities tabulated are for total load including the weight of the member, BEAM WEIGHT:35.0 pounds per cubic foot was used to determine beam weight per lineal foot shown in the table. DESIGN VALUE MODIFICATIONS:The allowable stress in bending, Fb ,has been adjusted by the AITC volume factor,CV. For determination of load carrying capacities governed by shear,loads within a distance"d"(the depth of the beam)from the ends have been neglected. DEFLECTION LIMITS:For floor beams, deflection is limited to span/360 for live load. Live load of 80%of total load is used. CONTROLLING VALUES: Values marked with a D are controlled by deflection,B are bending controlled,and S are shear controlled. SPAN:Span is defined as the length from centerline to centerline of bearing. This span is the length used in standard engineering equations to calculate deflection,bending and shear. *The values have been limited to reasonable capacities.Engineering calculations may allow for greater capacities. Feb-2001 While these capacity tables have been prepared in accordance with recognized engineering principles and are based on the most accurate and reliable technical data available,these tables should not be used or relied upon for any general or specific application without competent professional examination and verification of their accuracy,suitability,and applicability by a licensed professional engineer,designer,or architect. AITC MAKES NO REPRESENTATION OR WARRANTY,EXPRESSED OR IMPLIED,THAT THE INFORMATION CONTAINED HEREIN IS SUITABLE FOR ANY GENERAL OR SPECIFIC USE OR IS FREE FROM INFRINGEMENT OF ANY PATENT OR COPYRIGHT.ANY USER OF THIS INFORMATION ASSUMES ALL RISK AND LIABILITY ARISING FROM SUCH USE. DOUGLAS FIR-LARCH LUMBER AND TIMBER American Institute of Timber Construction BEAM CONVERSIONS TO DOUGLAS FIR GLULAM Glued Laminated Timber Design Values Simple Span Beam FbX= 2400 psi Dry Service Conditions Fvx= 265 psi Lumber Design Values per 2001 NDS Ex= 1,800,000 psi Beam Dimensions Are in Inches Lumber or Timber Glulam Sizes to Substitute for Glulam Sizes to Substitute for Glulam Sizes to Substitute for Nominal Size Select Structural Grade Lumber or Timbers No.1 Grade Lumber or Timbers No.2 Grade Lumber or Timbers _ thickness x depth 3 x 8 3 1/8 x 7 1/2 5 1/8 x 6 6 3/4 x 6 3 1/8 x 7 1/2 5 1/8 x 6 6 3/4 x 6 3 1/8 x 7 1/2 5 1/8 x 6 6 3/4 x 6 3 x 10 31/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 31/8 x 9 51/8 x 71/2 6 3/4 x 71/2 31/8 x 9 51/8 x 71/2 6 3/4 x 71/2 3 x 12 3 1/8 x 12 5 1/8 x 101/2 6 3/4 x 9 31/8 x 10 1/2 51/8 x 9 6 3/4 x 9 3 1/8 x 10 1/2 51/8 x 9 6 3/4 x 9 3 x 14 31/8 x 131/2 51/8 x 12 6 3/4 x 10 1/2 31/8 x 131/2 51/8 x 10 1/2 6 3/4 x 10 1/2 31/8 x 12 51/8 x 10 1/2 6 3/4 x 10 1/2 4 x 6 3 1/8 x 6 5 1/8 x 6 6 3/4 x 6 3 1/8 x 6 5 1/8 x 6 6 3/4 x 6 3 1/8 x 6 5 1/8 x 6 63/4 x 6 4 x 8 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 6 3 1/8 x 7 1/2 5 1/8 x 7 1/2 6 3/4 x 6 3 1/8 x 7 1/2 5 1/8 x 7 1/2 6 3/4 x 6 4 x 10 31/8 x 101/2 5 1/8 x 9 63/4 x 9 3 1/8 x 101/2 5 1/8 x 9 63/4 x 7 1/2 3 1/8 x 10 1/2 51/8 x 9 63/4 x 71/2 4 x 12 31/8 x 12 51/8 x 10 1/2 6 3/4 x 10 1/2 31/8 x 12 51/8 x 10 1/2 6 3/4 x 9 31/8 x 12 51/8 x 10 1/2 6 3/4 x 9 4 x 14 31/8 x 15 5 1/8 x 12 6 3/4 x 12 31/8 x 15 5 1/8 x 12 6 3/4 x 10 1/2 31/8 x 131/2 51/8 x 12 6 3/4 x 101/2 4 x 16 3 1/8 x 161/2 5 1/8 x 15 6 3/4 x 131/2 31/8 x 161/2 51/8 x 131/2 6 3/4 x 13 1/2 3 1/8 x 16 1/2 _ 5 1/8 x 13 1/2 _ 63/4 x 12 6 x 8 3 1/8 x 9 5 1/8 x 7 1/2 63/4 x 7 1/2 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 6 x 10 31/8 x 12 51/8 x 10 1/2 6 3/4 x 9 3 1/8 x 12 5 1/8 x 10 1/2 6 3/4 x 9 31/8 x 12 51/8 x 9 6 3/4 x 9 6 x 12 31/8 x 13 1/2 5 1/8 x 12 63/4 x 101/2 31/8 x 131/2 51/8 x 12 63/4 x 10 1/2 31/8 x 131/2 51/8 x 12 6 3/4 x 101/2 6 x 14 31/8 x 161/2 5 1/8 x 131/2 6 3/4 x 131/2 3 1/8 x 161/2 51/8 x 131/2 6 3/4 x 13 1/2 3 1/8 x 16 1/2 5 1/8 x 13 1/2 6 3/4 x 12 6 x 16 31/8 x 18 51/8 x 161/2 6 3/4 x 15 3 1/8 x 18 5 1/8 x 16 1/2 6 3/4 x 15 31/8 x 18 51/8 x 15 6 3/4 x 131/2 6 x 18 31/8 x 21 5 1/8 x 18 6 3/4 x 16 1/2 3 1/8 x 21 5 118 x 18 63/4 x 16 1/2 3 1/8 x 21 5 1/8 x 161/2 6 3/4 x 15 6 x 20 31/8 x 24 , 5 1/8 x 19 1/2 6 3/4 x 18 3 1/8 x 24 5 1/8 x 19 1/2 6 3/4 x 18 3 1/8 x 22 1/2 - 5 1/8 x 18 63/4 x 161/2 8 x 10 31/8 x 15 51/8 x 101/2 63/4 x 101/2 31/8 x 15 51/8 x 101/2 63/4 x 101/2 31/8 x 15 51/8 x 101/2 63/4 x 9 8 x 12 31/8 x 18 51/8 x 13 1/2 6 3/4 x 12 31/8 x 18 5 1/8 x 13 1/2 6 3/4 x 12 31/8 x 18 51/8 x 12 6 3/4 x 12 8 x 14 31/8 x 21 51/8 x 15 6 3/4 x 13 1/2 31/8 x 21 51/8 x 15 6 3/4 x 13 1/2 31/8 x 21 5 1/8 x 15 6 3/4 x 131/2 8 x 16 31/8 x 24 5 1/8 x 18 63/4 x 161/2 31/8 x 24 5 1/8 x 18 6 3/4 x 161/2 3 1/8 x 24 51/8 x 16 1/2 6 3/4 x 15 8 x 18 31/8 x 27 51/8 x 191/2 6 3/4 x 18 31/8 x 27 5 1/8 x 191/2 6 3/4 x 18 3 1/8 x 27 51/8 x 18 6 3/4 x 161/2 8 x 20 31/8 x 31 1/2 51/8 x 221/2 63/4 x 19112 31/8 x 31 1/2 5 1/8 x 221/2 6 3/4 x 191/2 3 1/8 x 31 1/2 L 5 1/8 x 21 63/4 x 191/2 [2] 2 x 8 3 1/8 x 7 1/2 5 1/8 x 7 1/2 6 3/4 x 6 3 1/8 x 7 1/2 5 1/8 x 6 6 3/4 x 6 3 1/8 x 7 1/2 5 1/8 x 6 63/4 x 6 [2] 2 x 10 31/8 x 101/2 5 1/8 x 9 63/4 x 71/2 31/8 x 9 5 1/8 x 9 6 3/4 x 71/2 31/8 x 9 51/8 x 7 1/2 6 3/4 x 71/2 [2] 2 x 12 31/8 x 12 5 1/8 x 10 1/2 63/4 x 9 3 1/8 x 12 , 5 1/8 x 10 1/2 6 3/4 x 9 3 1/8 x 12 5 1/8 x 101/2 63/4 x 9 [3] 2 x 8 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 [3] 2 x 10 31/8 x 12 51/8 x 10 1/2 6 3/4 x 9 31/8 x 10 1/2 5 1/8 x 9 6 3/4 x 9 31/8 x 10 1/2 5 1/8 x 9 6 3/4 x 9 [3] 2 x 12 31/8 x 131/2 51/8 x 12 6 3/4 x 10 1/2 31/8 x 131/2 51/8 x 12 6 3/4 x 101/2 31/8 x 13 1/2 5 1/8 x 10 1/2 6 3/4 x 101/2 [4] 2 x 8 31/8 x 10 1/2 5 1/8 x 9 6 3/4 x 71/2 31/8 x 10 1/2 5 1/8 x 7 1/2 6 3/4 x 71/2 31/8 x 101/2 51/8 x 71/2 63/4 x 71/2 [4] 2 x 10 31/8 x 131/2 5 1/8 x 10 1/2 6 3/4 x 10 1/2 31/8 x 131/2 51/8 x 101/2 6 3/4 x 9 31/8 x 131/2 51/8 x 10 1/2 6 3/4 x 9 [4] 2 x 12 31/8 x 15 5 1/6 x 13 1/2 63/4 x 12 3 1/8 x 15 t 5 1/8 x 12 63/4 x 12 , 31/8 x 15 , 5 1/8 x 12 , 6 3/4 x 101/2 Table Specifications: These sizes are for dry service condition of use. Reverse use of this table to convert from glued laminated timber sizes to sawn lumber or timber sizes is non-conservative in all cases and is NOT PERMITTED. Smaller glued laminated timber sizes may be possible with engineering calculations based on actual span and loading conditions. Glued laminated timber beam sizes are based on a span to depth (L/d) ratio of 21. When the span to depth ratio is larger, sizes should be determined by engineering calculations. To determine glued laminated timber beam sizes,Fbxwas adjusted by the volume factor. It is assumed that all beams are adequately braced for lateral stability. Tabulated beam sizes have been checked for adequacy in flexure,shear,and deflection. A minimum glued laminated timber depth of 6 inches is used in this table. Standard glued laminated timber sizes are used in this table. While these design conversions have been prepared in accordance with recognized engineering principles and are based on accurate technical data, conversions should not be used without competent examination and verification of the accuracy,suitability,and applicability by a qualified design professional. AITC MAKES NO REPRESENTATION OR WARRANTY,EXPRESSED OR IMPLIED,THAT THE INFORMATION CONTAINED HEREIN IS SUITABLE FOR ANY GENERAL OR SPECIFIC USE OR IS FREE FROM INFRINGEMENT OF ANY PATENT OR COPYRIGHT. ANY USER OF THIS INFORMATION ASSUMES ALL RISK AND LIABILITY ARISING FROM SUCH USE, 2/9/2004 ,. AS TM A36 Grade, 36 'Iks STEEL AM(E-410Erl institute o TQ ber Construction BEAM CONVERSIONS TO WESTERN SPECIES GLULAR` Glued Laminated Timber Design Values Steel Design Values (AISC, 9th edition, ASD) Simple Span Beam Pbx= 2400 psi Fy= 36 ksi Dry Service Conditions Ex= 1,800,000 psi Fb= 0.66* Fy E= 29,000 ksi Glulam Beam Dimensions Are in Inches r r _ Glulam Sizes to Substitute for Use in Glulam Sizes to Substitute for Use in Glulam Sizes to Substitute for Use in T. Steel Section Floor Systems Roof Systems with Snow Loads Roof Systems with Non-Snow Loads I Cp� 1.0 CD= 1.15 Cp = 1.25 W 6 x 9 3 1/8 x 10 1/2 ° 5 1/8 x 9 6 3/4 x 9 3 1/8 x 10 1/2 5 1/8 x 9 6 3/4 x 9 3 1/8 x 10 1/2 5 1/8 x 9 6 3/4 x 9 (' W 8 x 10 31/8 x 131/2 5 1/8 x 12 6 3/4 x 10 1/2 31/8 x 131/2 51/8 x 12 6 3/4 x 10 1/2 3 1/8 x 13 1/2 5 1/8 x 12 6 3/4 x 10 1/2 I W 8 x 15 3 1/8 x 15 5 1/8 x 13 1/2 6 3/4 x 12 3 1/8 x 15 5 1/8 x 13 1/2 6 3/4 x 12 3 1/8 x 15 5 1/8 x 13 1/2 6 3/4 x 12 W 12 x 14 31/8 x 18 5 1/8 x 15 6 3/4 x 15 3 1/8 x 18 5 1/8 x 15 6 3/4 x 15 3 1/8 x 18 5 1/8 x 15 6 3/4 x 15 '�_ W 12 x 16 31/8 x 19 1/2 5 1/8 x 16 1/2 6 3/4 x 15 31/8 x 19 1/2 5 1/8 x 16 1/2 6 3/4 x 15 3 1/8 x 19 1/2 5 1/8 x 16 1/2 6 3/4 x 15 W 12 x 19 31/8 x 21 5 1/8 x 18 6 3/4 x 16 1/2 3 1/8 x 21 5 1/8 x 18 6 3/4 x 16 1/2 3 1/8 x 21 51/8 x 18 6 3/4 x 16 1/2 W 10 x 22 3 1/8 x 22 1/2 5 1/8 x 18 6 3/4 x 16 1/2 3 1/8 x 21 5 1/8 x 16 1/2 6 3/4 x 16 1/2 31/8 x 19 1/2 5 1/8 x 16 1/2 6 3/4 x 16 1/2 W 12 x 22 3 1/8 x 24 5 1/8 x 19 1/2 6 3/4 x 16 1/2 3 1/8 x 22 1/2 5 1/8 x 19 1/2 6 3/4 x 16 1/2 3 1/8 x 22 1/2 5 1/8 x 19 1/2 6 3/4 x 16 1/2 W 14 x 22 -- x -- 5 1/8 x 21 6 3/4 x 18 ', 3 1/8 x 24 5 1/8 x 21 6 3/4 x 18 3 1/8 x 24 5 1/8 x 21 6 3/4 x 18 W 12 x 26 -- x — 5 1/8 x 21 6 3/4 x 19 1/2 — x -- 5 1/8 x 21 ' 6 3/4 x 19 1/2 3 1/8 x 24 5 1/8 x 21 6 3/4 x 19 1/2 W 14 x 26 — x -- 5 1/8 x 22 1/2 6 3/4 x 19 1/2 -- x -- 5 1/8 x 21 6 3/4 x 19 1/2 — x -- 5 1/8 x 21 6 3/4 x 19 1/2 3 '1 W 16 x 26 -- x -- 5 1/8 x 22 1/2 6 3/4 x 21 — x -- 5 1/8 x 22 1/2 6 3/4 x 21 — x -- 5 1/8 x 22 1/2 6 3/4 x 21 I 3 yi, W 12 x 30 --_ x — 5 1/8 x 24 6 3/4 x 21 — x — 5 118 x 21 6 3/4 x 19 1/2 x 5 1/8 x 21 6 3/4 x 19 1/2 W 14 x 30 x 5 1/8 x 24 6 3/4 x 21 - x -- 5 1/8 x 22 1/2 6 3/4 x 21 -- x -- 5 1/8 x 22 1/2 6 3/4 x 21 i3 y W 16 x 31 -- x -- 5 1/8 x 25 1/2 6 3/4 x 22 1/2 — x -- 5 1/8 x 25 1/2 6 3/4 x 22 1/2 -- x -- 5 1/8 x 25 1/2 6 3/4 x 22 1/2 I W 14 x 34 -- x — 5 1/8 x 27 6 3/4 x 22 1/2 — x - 5 1/8 x 24 6 3/4 x 22 1/2 -- x 5 1/8 x 24 6 3/4 x 22 1/2 W 18 x 35 -- x -- 5 1/8 x 28 1/2 6 3/4 x 25 1/2 -- x -- 5 1/8 x 27 6 3/4 x 25 1/2 -- x -- 5 1/8 x 27 6 3/4 x 25 1/2 W 16 x 40 -- x — 5 1/8 x 31 1/2 16 3/4 x 27 — x -- 5 1/8 x 28 1/2 6 3/4 x 25 1/2 -- x -- 5 1/8 x 27 6 3/4 x 25 1/2 Ili W 21 x 44 — x — 5 1/8 x 34 1/2 6 3/4 x 30 — x -- 5 1/8 x 33 6 3/4 x 30 -- x -- 5 1/8 x 33 6 3/4 x 30 W 18 x 50 -- x -- 5 1/8 x 36 6 3/4 x 31 1/2 -- x -- 5 1/8 x 34 1/2 6 3/4 x 30 -- x -- 5 1/8 x 33 6 3/4 x 28 1/2 ° W 21 x 50 ' -- x -- 5 1/8 x 37 1/2 ; 6 3/4 x 33 — x -- 5 1/8 x 34 1/2 6 3/4 x 31 1/2 ° -- x -- 5 1/8 x 341/2 6 3/4 x 31 1/2 W 18 x 55 -- x — 5 1/8 x 39 6 3/4 x 33 — x -- 5 1/8 x 36 6 3/4 x 31 1/2 -- x -- 5 1/8 x 34 1/2 6 3/4 x 30 W 21 x 62 -- x -- -- x -- _ 6 3/4 x 39 -- x -- 5 1/8 x 40 1/2 . 6 3/4 x 36 — x -- 5 1/8 x 39 _ 6 3/4 x 34 1/2 , Tsbie Specifications: These sizes are for dry service condition of use. Reverse use of this table to convert from glued laminated timber sizes to steel sections is non-conservative in all cases and is NOT PERMITTED. Smaller glued laminated timber sizes may be possible with engineering calculations based on actual span and loading conditions. Glued laminated timber beam sizes are based on a span to depth (Ltd) ratio of 21, When the span to depth ratio is larger, sizes should be determined by engineering calculations. To determine glued laminated timber beam sizes, Fbx was adjusted by the volume factor. It is assumed that all beams are adequately braced for lateral stability. Tabulated beam sizes have been checked for adequacy in flexure and deflection. It is the responsibility of the designer to check for adequacy in shear. A minimum glued laminated timber depth of 6 inches is used in this table. Standard glued laminated timber sizes are used in this table. While these design conversions have been prepared in accordance with recognized engineering principles and are based on accurate technical data, conversions should not be used without competent examination and verification of the accuracy, suitability, and applicability by a qualified design professional. AITC MAKES NO REPRESENTATION OR WARRANTY, EXPRESSED OR IMPLIED,THAT THE INFORMATION CONTAINED HEREIN IS SUITABLE FOR ANY GENERAL OR SPECIFIC USE OR IS FREE FROM INFRINGEMENT OF ANY PATENT OR COPYRIGHT. ANY USER OF THIS INFORMATION ASSUMES ALL RISK AND LIABILITY ARISING FROM SUCH USE. 2/5/03 DOUGLAS FIR-LARCH LUMBER AND TIMBER American Institute of Timber Construction BEAM CONVERSIONS TO DOUGLAS FIR GLULAM Glued Laminated Timber Design Values Simple Span Beam Fbx= 2400 psi rv„= 265 psi Dry Service Conditions Lumber Design Values per 2001 NDS Ex= 1,800,000 psi Beam Dimensions Are in Inches Lumber or Timber Glulam Sizes to Substitute for Glulam Sizes to Substitute for Glu lam Sizes to Substitute for Nominal Size Select Structural Grade Lumber or Timbers No.1 Grade Lumber or Timbers No.2 Grade Lumber or Timbers thickness x depth 3 x 8 3 1/8 x 7 1/2 5 1/8 x 6 63/4 x 6 3 1/8 x 7 1/2 5 1/8 x 6 6 3/4 x 6 3 1/8 x 7 1/2 5 1/8 x 6 6 3/4 x 6 3 x 10 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 3 x 12 3 1/8 x 12 51/8 x 10 1/2 6 3/4 x 9 3 1/8 x 10 1/2 5 1/8 x 9 63/4 x 9 31/8 x 10 1/2 51/8 x 9 63/4 x 9 3 x 14 31/8 x 131/2 51/8 x 12 6 3/4 x 10 1/2 3 1/8 x 13 1/2 _ 51/8 x 10 1/2 _ 6 3/4 x 10 1/2 3 1/8 x 12 _ 5 1/8 x 10 1/2 6 3/4 x 10 1/2 4 x 6 3 1/8 x 6 5 1/8 x 6 6 3/4 x 6 3 1/8 x 6 5 1/8 x 6 6 3/4 x 6 3 1/8 x 6 5 1/8 x 6 6 3/4 x 6 4 x 8 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 6 3 1/8 x 7 1/2 5 1/8 x 7 1/2 6 3/4 x 6 3 1/8 x 7 1/2 5 1/8 x 7 1/2 6 3/4 x 6 4 x 10 31/8 x 10 1/2 51/8 x 9 6 3/4 x 9 31/8 x 101/2 5 1/8 x 9 6 3/4 x 7 1/2 31/8 x 10 1/2 5 1/8 x 9 6 3/4 x 71/2 4 x 12 31/8 x 12 51/8 x 101/2 63/4 x 10 1/2 31/8 x 12 51/8 x 101/2 6 3/4 x 9 31/8 x 12 51/8 x 10 1/2 6 3/4 x 9 4 x 14 3 1/8 x 15 51/8 x 12 6 3/4 x 12 3 1/8 x 15 51/8 x 12 63/4 x 10 1/2 31/8 x 131/2 51/8 x 12 6 3/4 x 101/2 4 x 16 3 1/8 x 16 1/2 L 51/8 x 15 63/4 x 13 1/2 3 1/8 x 16 1/2 _ 51/8 x 13 1/2 63/4 x 13 1/2 3 1/8 x 16 1/2 5 1/8 x 13 1/2 _ 6 3/4 x 12 6 x 8 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 6 x 10 31/8 x 12 5 1/8 x 10 1/2 6 3/4 x 9 3 1/8 x 12 5 118 x 10 1/2 6 3/4 x 9 31/8 x 12 5 1/8 x 9 6 3/4 x 9 6 x 12 3 1/8 x 13 1/2 51/8 x 12 63/4 x 101/2 31/8 x 131/2 51/8 x 12 6 3/4 x 10 1/2 31/8 x 13 1/2 51/8 x 12 6 3/4 x 10 1/2 6 x 14 31/8 x 16 1/2 51/8 x 131/2 6 3/4 x 13 1/2 31/8 x 16 1/2 51/8 x 13 1/2 6 3/4 x 13 1/2 31/8 x 16 1/2 51/8 x 13 1/2 6 3/4 x 12 6 x 16 3 1/8 x 18 51/8 x 16 1/2 6 3/4 x 15 31/8 x 18 51/8 x 16 1/2 6 3/4 x 15 31/8 x 18 51/8 x 15 6 3/4 x 13 1/2 6 x 18 3 1/8 x 21 51/8 x 18 6 3/4 x 161/2 31/8 x 21 51/8 x 18 6 3/4 x 161/2 3 1/8 x 21 51/8 x 16 1/2 6 3/4 x 15 6 x 20 31/8 x 24 _ 51/8 x 191/2 _ 6 3/4 x 18 3 1/8 x 24 _ 51/8 x 191/2 _ 6 3I4 x 18 3 1/8 x 221/2 5 1/8 x 18 6 3/4 x 16 1/2 8 x 10 31/8 x 15 51/8 x 10 1/2 6 3/4 x 10 1/2 31/8 x 15 5 1/8 x 10 1/2 6 3/4 x 101/2 3 1/8 x 15 5 1/8 x 10 1/2 6 3/4 x 9 8 x 12 3 118 x 18 5 1/8 x 13 1/2 6 3/4 x 12 3 1/8 x 18 5 1/8 x 13 1/2 6 3/4 x 12 3 1/8 x 18 5 1/8 x 12 6 3/4 x 12 8 x 14 31/8 x 21 51/8 x 15 6 3/4 x 13 1/2 31/8 x 21 5 1/8 x 15 6 3/4 x 13 1/2 31/8 x 21 51/8 x 15 6 3/4 x 131/2 8 x 16 3 1/8 x 24 5 1/8 x 18 6 3/4 x 16 1/2 3 1/8 x 24 51/8 x 18 6 3/4 x 16 1/2 31/8 x 24 51/8 x 16 112 6 3/4 x 15 8 x 18 31/8 x 27 51/8 x 19 1/2 6 3/4 x 18 3 1/8 x 27 51/8 x 19 1/2 6 3/4 x 18 3 1/8 x 27 51/8 x 18 6 3/4 x 16 1/2 8 x 20 31/8 x 31 1/2 5 1/8 x 221/2 63/4 x 19 1/2 3 1/8 x 31 1/2 5 1/8 x 22 1/2 6 3/4 x 19 1/2 3 1/8 x 31 1/2 _ 5 1/8 x 21 _ 6 3/4 x 191/2 [2] 2 x 8 3 1/8 x 7 1/2 5 1/8 x 7 1/2 6 3/4 x 6 3 1/8 x 7 1/2 5 1/8 x 6 6 3/4 x 6 3 1/8 x 7 1/2 5 1/8 x 6 6 3/4 x 6 [2] 2 x 10 3 1/8 x 10 1/2 5 1/8 x 9 6 3/4 x 7 1/2 3 1/8 x 9 5 1/8 x 9 6 3/4 x 7 1/2 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 [2] 2 x 12 3 1/8 x 12 _ 51/8 x 10 1/2 _ 6 3/4 x 9 31/8 x 12 _ 51/8 x 10 1/2 6 3/4 x 9 3 1/8 x 12 51/8 x 10 1/2 _ 6 3/4 x 9 [3] 2 x 8 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 3 1/8 x 9 5 1/8 x 7 1/2 6 3/4 x 7 1/2 [3] 2 x 10 3 1/8 x 12 5 1/8 x 10 1/2 6 3/4 x 9 3 1/8 x 10 1/2 5 1/8 x 9 63/4 x 9 3 1/8 x 10 1/2 5 1/8 x 9 63/4 x 9 [3] 2 x 12 31/8 x 131/2 51/8 x 12 63/4 x 101/2 31/8 x 131/2 51/8 x 12 6 3/4 x 10 1/2 3 1/8 x 13 1/2 5 1/8 x 10 1/2 6 3/4 x 10 1/2 [4) 2 x 8 31/8 x 10 1/2 51/8 x 9 6 3/4 x 71/2 31/8 x 101/2 5 1/8 x 7 112 6 3/4 x 71/2 3 1/8 x 101/2 5 1/8 x 71/2 6 3/4 x 71/2 [4] 2 x 10 31/8 x 13 1/2 51/8 x 101/2 6 3/4 x 10 1/2 31/8 x 13 1/2 51/8 x 101/2 6 3/4 x 9 31/8 x 13 1/2 51/8 x 10 1/2 6 3/4 x 9 [4] 2 x 12 31/8 x 15 51/8 x 13 1/2 6 3/4 x 12 31/8 x 15 51/8 x 12 6 3/4 x 12 3 1/8 x 15 51/8 x 12 6 3/4 x 101/2 Table Specifications: These sizes are for dry service condition of use. Reverse use of this table to convert from glued laminated timber sizes to sawn lumber or timber sizes is non-conservative in all cases and is NOT PERMITTED. Smaller glued laminated timber sizes may be possible with engineering calculations based on actual span and loading conditions. Glued laminated timber beam sizes are based on a span to depth(L/d)ratio of 21. When the span to depth ratio is larger,sizes should be determined by engineering calculations. To determine glued laminated timber beam sizes, Fbx was adjusted by the volume factor. It is assumed that all beams are adequately braced for lateral stability. Tabulated beam sizes have been checked for adequacy in flexure,shear,and deflection. A minimum glued laminated timber depth of 6 inches is used in this table. Standard glued laminated timber sizes are used in this table. While these design conversions have been prepared in accordance with recognized engineering principles and are based on accurate technical data, conversions should not be used without competent examination and verification of the accuracy,suitability,and applicability by a qualified design professional. AITC MAKES NO REPRESENTATION OR WARRANTY,EXPRESSED OR IMPLIED,THAT THE INFORMATION CONTAINED HEREIN IS SUrTABLE FOR ANY GENERAL OR SPECIFIC USE OR IS FREE FROM INFRINGEMENT OF ANY PATENT OR COPYRIGHT. ANY USER OF THIS INFORMATION ASSUMES ALL RISK AND LIABILITY ARISING FROM SUCH USE. 2/9/2004 ASTM A36 Grade, 36 ksi STEEL American Institute of Timber Construction BEAM CONVERSIONS TO WESTERN SPECIES GLULAM Glued Laminated Timber Design Values Steel Design Values(A1SC,9th edition,ASD) Simple Span Beam 51 FbX= 2400 psi Fy= 36 ksi Dry Service Conditions EX= 1,800,000 psi Fb= 0.66*Fy Z. E= 29,000 ksi Glulam Beam Dimensions Are in Inches -: Glulam Sizes to Substitute for Use in Glulam Sizes to Substitute for Use in Glulam Sizes to Substitute for Use in Steel Section Floor Systems Roof Systems with Snow Loads Roof Systems with Non-Snow Loads _ CD= 1.0 CD= 1.15 CD= 1.25 W 6 x 9 31/8 x 101/2 5 1/8 x 9 6 3/4 x 9 3 1/8 x 101/2 5 1/8 x 9 6 3/4 x 9 3 1/8 x 101/2 51/8 x 9 6 3/4 x 9 F W 8 x 10 31/8 x 131/2 51/8 x 12 6 3/4 x 101/2 31/8 x 131/2 51/8 x 12 6 3/4 x 10 1/2 3 1/8 x 131/2 5 1/8 x 12 6 3/4 x 10 1/2 W 8 x 15 31/8 x 15 5 1/8 x 131/2 6 3/4 x 12 3 1/8 x 15 51/8 x 13 1/2 6 3/4 x 12 3 1/8 x 15 51/8 x 131/2 6 3/4 x 12 W 12 x 14 31/8 x 18 51/8 x 15 6 3/4 x 15 31/8 x 18 51/8 x 15 6 3/4 x 15 31/8 x 18 5 1/8 x 15 6 3/4 x 15 V W 12 x 16 31/8 x 191/2 51/8 x 161/2 6 3/4 x 15 3 1/8 x 191/2 5 1/8 x 16 1/2 6 3/4 x 15 31/8 x 191/2 51/8 x 16 1/2 6 3/4 x 15 W 12 x 19 31/8 x 21 51/8 x 18 6 3/4 x 161/2 31/8 x 21 51/8 x 18 6 3/4 x 16 1/2 31/8 x 21 5 1/8 x 18 6 3/4 x 161/2 W 10 x 22 3 1/8 x 22 1/2 5 1/8 x 18 6 3/4 x 16 1/2 31/8 x 21 5 1/8 x 161/2 6 3/4 x 161/2 3 1/8 x 191/2 51/8 x 161/2 6 3/4 x 16 1/2 W 12 x 22 31/8 x 24 51/8 x 191/2 6 3/4 x 161/2 31/8 x 221/2 51/8 x 191/2 6 3/4 x 16 1/2 31/8 x 221/2 5 1/8 x 191/2 6 3/4 x 16 1/2 W 14 x 22 — x -- 51/8 x 21 6 3/4 x 18 31/8 x 24 5 1/8 x 21 6 3/4 x 18 3 1/8 x 24 51/8 x 21 6 3/4 x 18 W 12 x 26 -- x — 51/8 x 21 6 3/4 x 191/2 -- x — 51/8 x 21 6 3/4 x 191/2 31/8 x 24 51/8 x 21 6 3/4 x 19 1/2 W 14 x 26 — x -- 51/8 x 221/2 6 3/4 x 191/2 -- x -- 5 1/8 x 21 6 3/4 x 191/2 — x — 5118 x 21 6 3/4 x 191/2 1 W 16 x 26 -- x — 51/8 x 221/2 6 3/4 x 21 — x — 51/8 x 221/2 6 3/4 x 21 -- x -- 5 1/8 x 22 1/2 6 3/4 x 21 g 11 W 12 x 30 — x -- 5 1/8 x 24 6 3/4 x 21 -- x -- 5 1/8 x 21 6 3/4 x 191/2 — x — 51/8 x 21 6 3/4 x 191/2 W 14 x 30 -- x — 51/8 x 24 6 3/4 x 21 — x — 5 1/8 x 22 1/2 6 3/4 x 21 -- x -- 5 1/8 x 221/2 6 3/4 x 21 g IA W 16 x 31 x 5 1/8 x 251/2 6 3/4 x 22 1/2 x 5 1/8 x 251/2 6 3/4 x 221/2 x 51/8 x 251/2 6 3/4 x 221/2 W 14 x 34 -- x — 5 1/8 x 27 6 3/4 x 221/2 — x — 51/8 x 24 6 3/4 x 221/2 -- x -- 5 1/8 x 24 6 3/4 x 221/2 W 18 x 35 — x -- 5 1/8 x 281/2 6 3/4 x 251/2 -- x -- 5 1/8 x 27 6 3/4 x 251/2 -- x — 51/8 x 27 6 3/4 x 251/2 W 16 x 40 -- x — 51/8 x 31 1/2 6 3/4 x 27 — x — 51/8 x 281/2 6 3/4 x 251/2 -- x -- 5 1/8 x 27 6 3/4 x 251/2 W 21 x 44 — x -- 5 1/8 x 341/2 6 3/4 x 30 -- x -- 5 1/8 x 33 6 3/4 x 30 — x — 51I8 x 33 6 3/4 x 30 W 18 x 50 -- x -- 51/8 x 36 6 3/4 x 31 1/2 — x — 51/8 x 341/2 6 3/4 x 30 -- x -- 5 1/8 x 33 6 3/4 x 281/2 W 21 x 50 — x -- 5 1/8 x 371/2 6 3/4 x 33 -- x -- 51/8 x 341/2 6 314 x 31 1/2 — x — 5 1/8 x 341/2 6 3/4 x 31 1/2 W 18 x 55 -- x — 51/8 x 39 6 3/4 x 33 — x — 5 1/8 x 36 6 3/4 x 31 1/2 -- x -- 5 1/8 x 341/2 6 3/4 x 30 W 21 x 62 — x -- -- x -- 6 3/4 x 39 -- x -- 5 1/8 x 401/2 6 3/4 x 36 , — x — 51/8 x 39 , 6 3/4 x 341/2 Table Specifications: These sizes are for dry service condition of use. Reverse use of this table to convert from glued laminated timber sizes to steel sections is non-conservative in all cases and is NOT PERMITTED. Smaller glued laminated timber sizes may be possible with engineering calculations based on actual span and loading conditions. Glued laminated timber beam sizes are based on a span to depth (Lid)ratio of 21. When the span to depth ratio is larger, sizes should be determined by engineering calculations. To determine glued laminated timber beam sizes, FbX was adjusted by the volume factor. It is assumed that all beams are adequately braced for lateral stability. Tabulated beam sizes have been checked for adequacy in flexure and deflection. It is the responsibility of the designer to check for adequacy in shear. A minimum glued laminated timber depth of 6 inches is used in this table. Standard glued laminated timber sizes are used in this table. While these design conversions have been prepared in accordance with recognized engineering principles and are based on accurate technical data, conversions should not be used without competent examination and verification of the accuracy, suitability, and applicability by a qualified design professional. AITC MAKES NO REPRESENTATION OR WARRANTY, EXPRESSED OR IMPLIED,THAT THE INFORMATION CONTAINED HEREIN IS SUITABLE FOR ANY GENERAL OR SPECIFIC USE OR IS FREE FROM INFRINGEMENT OF ANY PATENT OR COPYRIGHT. ANY USER OF THIS INFORMATION ASSUMES ALL RISK AND LIABILITY ARISING FROM SUCH USE. 2/5/03 Wall bracing requirements. Braced wall line spacing per IRC Table 602.10.3 (1) Assume all walls 30' on center(first floor of two floors)for calculation numbers only.This will require more braced wall panel lengths per wall line however it will simplify the calculations. There is only one area where the braced wall line spacing is 32' between wall lines. Table 602 .10.1.3 allows one braced wall line spacing up to 35' provided the room area doesn't exceed 900 square feet. The living/dining/kitchen area is 728 square feet. So the braced wall spacing of 32' is within code allowance for spacing distance. o r=J Bracing method WSP r� j `r1 -zs Wind adjustment factors. p c Assumed braced wall line spacing 30' Min. Length Exp. Category C Roof/ridge height Wall height #Of BWL's Total lengt �� Min.total length of BWP's for each braced wall line. 5' 1.30 1.30 .95 1.30 10.4' Braced wall line assumed spacing 30' Bracing method WSP Seismic Requirements D-1 Min. Length BWL spacing D-1 Wall dead Ld. Roof/ceiling dead Ld. #Of BWL's Total length Min.total length of BWP's for each braced wall line. 6' 1.2 1.00 1.00 1.30 9.36' Wind governs based on an exposure C increase factor. First floor Grid line braced wall requirements. Required length Actual length A Required length 10.4' 14' B Required length 10.4' 16' C Required length 10.4' 28' 1. Required length 10.4' 16' 2. Required length 10.4' 27' 3. Required length 10.4' 23' Wind governs Second floor Grid line braced wall requirements. Required length Actual length A Required length 10.4' 28' B Required length 10.4' 12' C Required length 10.4' 26' 1. Required length 10.4' 26' 2. Required length 10.4' 14' 3. Required length 10.4' 17' Complies with the prescriptive requirements of the 2015 IRC wall bracing requirements. WALL CONSTRUCTION TABLE R602,1O.4 BRACING METHODS CONNECTION CRITERIA' METHODS, MATERIAL MINIMUM THICKNESS FIGURE Fasteners Spacing 1 x 4 wood or Wood: 2-8d common nails Wood: per stud and approved metal straps ��`_ of top and bottom plates Let-in-bating at 45° to 60° angles for 1111111111N1 3-8d (21/2"long x 0.113"dia.) nails maximum 16 stud spacing �i Fe-1Metal strap: per manufacturer per manufacturer DWB 3/4"(1"nominal) for F_ �� 2-8d (21/2"long x 0.113"dia.) nails Diagonal maximum 24" IllllOIlO1Ik1 or Per stud wood boards stud spacing 2- 13/4"long staples WSP ___ Exterior sheathing per 6"edges 12"field Wood 3/ „ � "`l - Table R602.3(3) structural panel s 1 _I Interior sheathing per "� (See Section R604) - ' 1-1 Varies by fastener Table R602.3(1) or R602.3(2) Bv•WSPe Wood structural 4"at panel edges panels with stone 7/ See Fi re R602.10,6.5 8d common 21/2" x 0.131 nails 12"at intermediate or masonry veneer 16 ( ) supports 4"at braced o i (See Section wall panel end posts :1 R602.10,6.5) SFB45 bp 11/2"long x 0.12"dia. (for '/2"thick '/2"or 25/32" for �'` sheathing) 13/4"long x 0.12"dia. o Structural maximum 16" 11111111111111A (for 25/32" thick sheathing) 3"edges 6"field fiberboard stud spacing r--3 galvanized roofing nails or 8d common sheathing (21/2"long x 0.131"dia,) nails •E Nails or screws per Table R602.3(1) for For all braced wall _��----- -_ exterior locations panel locations: 7" GB z/,,' c 111(11111 edges (including top Gypsum board ...... r Nails ar screws per Table R702,3.5 for and bottom plates) 7" interior locations field PBS 3 , For 3/8", 6d common Particleboard f$ or /2 for (2"long x 0.113"dia,) nails sheathing maximum 16" II1IIIIllhINI1 For 1/2", 8d common 3" edges 6" field (Sec Section R605) stud spacing (2i/2"long x 0.131"dia.) nails ' PCP See Section R703.6 for 1'/2"long, 11 gage, '/16"dia. head nails 6"a.c. on all framing Portland maximum 16" IIIIIllllHII or cement plaster stud spacing 7/8"long, 16 gage staples members + upS �/ "for maximum 16" F" � --� 0.092"dia., 0.225"dia, head nails with Hardboard ,6 iIfffffflhi length to accommodate 1'/2" 4"edges 8"field panel siding stud spacing penetration into studs ABW ��'� Alternate 3/s" I OlifilifIIl1 See Section R602.10.6.1 See braced wall. I 1 1 - Section R602.10.6.1 (continued) 1 2015 INTERNATIONAL RESIDENTIAL CODE® 185 WALL CONSTRUCTION TABLE R602,10.41--continued BRACING METHODS CONNECTION CRITERIA° METHODS, MATERIAL MINIMUM THICKNESS FIGURE - - 1 asteners Spacing 1 I PFH 0 Portal frame with 3/8" 1111111111 I See Section R602,10.6,2 See Section R602.10.6.2 t' hold-downs a� I) 11 ta cd Portal frame at garage Ti/to 111M11 See Section R642.10.6.3 See Section R602.14.6.3 0 1 CS-WSP c---rtilirExterior sheathing par6,�edges 12"field Continuously sheathed 3/s,iTable R602.3(3)Interior sheathin erwoad. structural panel g p Varies by fastener Table R602.3(1) or R602.3(2) -o CS-Gh, 0 Continuously sheathed __"_`_- wood structural panel 3/$" tThEat See Method CS-WSP See Method CS-WSP to adjacent to garage openings CS-PFr/)„, ri_� Continuously sheathed '/lb" See. Section R602.10.6.4 See Section R602.10.6.4 o portal frame lli- ---- . 1 a/2"long x 0.12"dia. o (for '/2"thick sheathing) V CS-SFBd I/2"or 25/32"for 13/4"long x 0.12"dta. Continuously sheathed maximum 16" (for 25/32"thicl.sheathing) 3"edges 6"field structural fiberboard stud spacing , w galvanized roofing nails or 8d common 1 (21/2"long x 0.131 "dia.)nails For SI: 1 inch=25.4 min, 1 foot=304.8 mm, 1 degree=0.0175 rad, 1 pound per square foot=47.8 N/m2, I mile per hour=0.447 m/s. a. Adhesive attachment of wall sheathing, including Method GB,shall not be permitted in Seismic Design Categories C,Do,Di and Dz. b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall of the garage. In Seismic Design Categories DU,D, and D2 roof covering dead load shall not exceed 3 psf. c. Garage openings adjacent to a Method CS-G panel shall be provided with a header in accordance with Table R502.5(1). A full-height clear opening shall not be permitted adjacent to a Method CS-G panel. J d, Method CS-SFB does not apply in Seismic Design Categories Do, D, and ll2, e. Method applies to detached one- and two-family dwellings in Seismic Design Categories Do through D2 only. 186 2015 INTERNATIONAL RESIDENTIAL CODE® i WALL CONSTRUCTION TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS MINIMUM LENGTH° (inches) METHOD CONTRIBUTING LENGTH (See Table R602.10.4) Wall Height (inches) 8 feet 9 feet 10 feet 11 feet 12 feet DWB, WSP, SFB,PBS, PCP, HPS,BV-WSP 48 48 48 53 58 Actualb GB 48 48 48 53 58 Double sided=Actual Single sided= 0.5 x Actual LIB 55 62 69 NP NP Actual' SDC A, B and C,ultimate design 28 32 34 38 42 wind speed < 140 mph 48 ABW SDC Do, DI and D2, ultimate design 32 32 34 NP NP wind speed < 140 mph Supporting roof only 16 16 16 18` 20` 48 PFH Supporting one story and roof 24 24 24 27° 29` 48 PFG 24 27 30 33d 36d 1.5 x Actualb CS-G 24 27 30 33 36 Actual" SDC A,B and C 16 18 20 22' 24` 1.5 x Actual' 1 CS-PF SDC Do, DI and D2 16 18 20 22' 24` Actualb 1 Adjacent clear opening height (inches) <_ 64 24 27 30 33 36 68 26 27 30 33 36 72 27 27 30 33 36 l 76 30 29 30 33 36 80 32 30 30 33 36 84 35 32 32 33 36 S8 38 35 33 33 36 92 43 37 35 35 36 96 48 41 38 36 36 CS-WSP, CS-SFB 100 — 44 40 38 38 104 — 49 43 40 39 Actualb 108 — 54 46 43 41 112 — — 50 45 43 116 — — 55 48 45 120 — — 60 52 48 124 — — — 56 51 128 — — — 61 54 132 — — — 66 58 136 — — — — 62 140 — — — — 66 144 — — — — 72 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s. NP=Not Permitted. a. Linear interpolation shall be permitted. b. Use the actual length where it is greater than or equal to the minimum length. c. Maximum header height for PFH is 10 feet in accordance with Figure R602.10.6.2,but wall height shall be permitted to be increased to 12 feet with pony wall. d. Maximum opening height for PFG is 10 feet in accordance with Figure R602.10.6.3,but wall height shall be permitted to be increased to 12 feet with pony wall, e. Maximum opening height for CS-PF is 10 feet in accordance with Figure R602.10.6.4,but wall height shall be permitted to be increased to 12 feet with pony wall. 2015 INTERNATIONAL RESIDENTIAL CODE® 187 WALL CONSTRUCTION TABLE R602.10,3(1) BRACING REQUIREMENTS BASED ON WIND SPEED I• EXPOSURE CATEGORY B . 30-FOOT MEAN ROOF HEIGHT MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS • 10-FOOT WALL HEIGHT REQUIRED ALONG EACH BRACED WALL LINE° • 2 BRACED WALL LINES Ultimate Methods Design Wind Braced Wall DWB,WSP,SFe, Methods Speed Story Location Line Spacing Method LIB" Method GB PBS,PCP,HPS, CS-WSP,CS-G, (mph) (feet) BV-WSP,ABW,PFH, CS-PF PFC,CS-SFB° 10 3.5 3.5 2.0 1.5 20 6.0 6.0 3.5 3.0 e‘ 'E '' 30 8,5 8.5 5.0 4.5 40 11.5 11.5 6,5 5,5 50 14.0 14.0 8.0 7.0 60 16.5 16.5 9.5 8.0 10 6.5 6.5 3.5 3.0 P P 20 11.5 11.5 6.5 5.5 5 Z10 30 16.5 16.5 9.5 8.0 40 21.5 21.5 12.5 10.5 50 26.5 26.5 15.5 13.0 60 31.5 31.5 18.0 15.5 10 NP 9,5 5.5 4.5 1 20 NP 17.0 10.0 8.5 30 NP 24.5 14.0 12.0 15.5 40 NP 32.0 18.5 50 NP 39.5 22.5 19.0 60 NP 46.5 26.5 23.0 1 10 3.5 3.5 2.0 2.0 20 6.5 6.5 3.5 3,5 30 9.5 9.5 5.5 4.5 8 El 40 12.5 12,5 7.0 6.0 50 15.0 15.0 9.0 7.5 60 18.0 18.0 10.5 9.0 10 7.0 7.0 4.0 3.5 20 12.5 12.5 7.5 6.5 30 18.0 18.0 10.5 9,0 5 115 P P 40 23.5 23.5 13.5 11,5 50 29.0 29.0 16.5 14.0 60 34.5 34.5 20.0 17.0 10 NP 10.0 6.0 .5.0 20 NP 18.5 11.0 9.0 30 NP 27.0 15.5 13.0 17.0 40 NP 35,0 20.0 50 NP 43.0 24.5 21.0 60 NP 51.0 29.0 25.0 (continued) 178 2015 INTERNATIONAL RESIDENTIAL CODE® 1 WALL CONSTRUCTION TABLE R602.10.3(1)-continued BRACING REQUIREMENTS BASED ON WIND SPEED o EXPOSURE CATEGORY B ® 30-FOOT MEAN ROOF HEIGHT MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS • 10-FOOT WALL HEIGHT REQUIRED ALONG EACH BRACED WALL LINER ® 2 BRACED WALL LINES _ Methods Ultimate Design Braced Wall DWB,WSP,SFB, Methods Wind Speed Story Location Line Spacing Method LIB' Method GB PBS,PCP,HPS, CS-WSP,CS-G, (mph) (feet) BV-WSP,ABW,PFH, CS-PF PFG,CS-SFB° 10 4.0 4.0 2.5 2.0 20 7.0 7.0 4,0 3.5 30 10.5 10.5 6.0 5.0 6 P 40 13.5 13.5 8.0 6.5 50 16.5 16.5 9,5 8.0 60 19.5 19.5 11.5 9,5 10 7.5 7.5 4.5 3.5 20 14.0 14.0 8.0 7.0 30 20.0 20.0 11.5 9,5 < 120 'P P 40 25.5 25.5 15.0 12.5 50 31.5 31.5 18.0 15.5 60 37.5 37.5 21.5 18.5 10 NP 11.0 6.5 5.5 20 NP 20.5 11.5 10.0 30 NP 29.0 17.0 14.5 40 NP 38.0 22.0 18.5 50 NP 47.0 27,0 23.0 60 NP 55.5 32.0 27.0 i 10 4.5 4.5 2.5 2.5 20 8.5 8.5 5.0 4.0 30 12.0 12.0 7.0 6.0 A P 40 15.5 15.5 9.0 7.5 50 19.5 19.5 11.0 9,5 60 23.0 23.0 13.0 11.0 10 8.5 8.5 5.0 4.5 20 16.0 16.0 9.5 8.0 30 23.0 23.0 13.5 11.5 15.0 < 130 f4 P 40 30.0 30.0 17.5 50 37.0 37.0 21.5 18.0 60 44.0 44,0 25.0 21.5 10 NP 13,0 7,5 6.5 20 NP 24.0 13.5 1 1.5 30 NP 34.5 19.5 17,0 22.0 40 NP 44.5 25.5 50 NP 55.0 31.526.5 60 NP 65.0 37,5 31,5 (continued) 2015 INTERNATIONAL RESIDENTIAL CODE® 179 i WALL CONSTRUCTION TABLE R602.10.3(1)-continued BRACING REQUIREMENTS BASED ON WIND SPEED • EXPOSURE CATEGORY B ® 30-FOOT MEAN ROOF HEIGHT MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS • 10-FOOT WALL HEIGHT REQUIRED ALONG EACH BRACED WALL LINE° • 2 BRACED WALL LINES Methods Ultimate Design Braced Wall DWB,WSP, SFB, Methods Wind Speed Story Location Line Spacing Method LIB') Method GB PBS, PCP, HPS, CS-WSP, CS-G, (mph) (feet) BV-WSP,ABW,PFH, CS-PF PFG,CS-SFB` 10 5.5 5.5 3.0 2.5 20 10.0 10.0 5.5 5.0 30 14.0 14.0 8.0 7.0 6 P P 40 18.0 18.0 10.5 9.0 50 22.5 22.5 13.0 11.0 60 26.5 26.5 15.0 13.0 10 10.0 10.0 6.0 5.0 20 18.5 18.5 11.0 9.0 <_ 140 A. 'P 30 27.0 27.0 10.5 13.0 • 40 35.0 35.0 20.0 17.0 111 50 43.0 43.0 24.5 21.0 60 51.0 51.0 29.0 25.0 10 NP 15.0 8.5 7.5 20 NP 27.5 16.0 13.5 P. 30 NP 39.5 23,0 19.5 40 NP 51.5 29.5 25.0 50 NP 63.5 36.5 31.0 60 NP 75.5 43.0 36.5 For Sl: 1 inch =25.4 rum, 1 foot=304.8 min, 1 mile per hour= 0.447 rn/s. a. Linear interpolation shall be permitted. b. Method LIB shall have gypsum board fastened to not less than one side with nails or screws in accordance with Table R602.3(1) for exterior sheathing or Table R702.3.5 for interior gypsum board. Spacing of fasteners at panel edges shall not exceed 8 inches, c. Where a braced wall line has parallel braced wall lines on one or both sides of differing dimensions,the average dimension shall be permitted to be used for braced wall line spacing. 180 2015 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT • ITEM FACTOR b NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [multiply length from APPLICABLE METHODS Table R602.10.3(1) by this factor] • B 1.00 One-story 1.20 structure D 1.50 B 1.00 1 Exposure category Two-story C 1.30 structure D 1.60 B 1.00 Three-stogy 1.40 structure D 1.70 S 5 feet 0.70 10 feet 1.00 Roof only l5 feet 1.30 20 feet 1.60 <_ 5 feet 0.85 Roof eave-to-ridge 10 feet 1.00 2 height Roof+ 1 floor All methods g 15 feet 1.13 20 feet 1.30 <_5 feet 0.90 10 feet 1.00 Roof+ 2 floors 15 feet 1.10 20 feet Not permitted 8 feet 0.90 9 feet 0.93 Wall height 3 adjustment Any story 10 feet 1.00 11 feet 1.05 12 feet 1.10 2 1.00 Number of braced 3 1.30 4 wall lines (per plan Any story direction)` 4 1.45 > 5 1.60 Fastened to the end Additional 800-pound studs of each braced DWB,WSP, SFB, 5 hold-down device Top story only wall panel and to the 0.80 PBS,PCP, HPS foundation or framing below Interior gypsum board Omitted from inside face DWB, WSP, SFB, 6 1.40 PBS, PCP, HPS, CS- finish (or equivalent) Any story of braced wall panels WSP, CS-G, CS-SFB 4 inches o.c. at panel Gypsum board edges, including top 7 fastening Any story and bottom plates, and 0.7 GB all horizontal joints blocked For SI: 1 inch=25.4 mm, 1 foot= 304.8 mm, 1 pound =4.48 N. a. Linear interpolation shall be permitted. b. The total adjustment factor is the product of all applicable adjustment factors. c. The adjustment factor is permitted to be 1.0 when determining bracing amounts for intermediate braced wall lines provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. 2015 INTERNATIONAL RESIDENTIAL CODES 181 WALL CONSTRUCTION TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY • SOIL CLASS DI' • WALL HEIGHT=10 FEET MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS • 10 PSF FLOOR DEAD LOAD REQUIRED ALONG EACH BRACED WALL LINE° • 15 PSF ROOF/CEILING DEAD LOAD • BRACED WALL LINE SPACING<_25 FEET Braced Wall Methods Methods Seismic Design a DWB,SFB, Method Category Story Location Line Length Method LIB Method GB WSP CS-WSP, (feet)` PBS,PCP, CS-G HPS,CS-SFB° 10 2.5 2.5 2.5 1,6 1.4 20 5.0 5.0 5.0 3,2 2.7 6 f4 'P 30 7.5 7,5 7.5 4.8 4.1 40 10.0 10.0 10.0 6.4 5.4 50 12.5 12.5 12.5 8.0 6.8 10 NP 4.5 4.5 3.0 2.6 20 NP 9.0 9.0 6.0 5.1 C 30 NP 13.5 13.5 9.0 7.7 (townhouses only) 40 NP 18.0 18.0 12.0 10.2 'P 50 NP 22.5 22.5 15.0 12.8 10 NP 6,0 6.0 4.5 3.8 20 NP 12.0 12.08 9.0 7.7 30 NP 18.018.013.5 11,5 40 NP 24.0 24.0 18.0 15.3 50 NP 30.0 30,0 22.5 19.1 10 NP 2.8 2.8 1.8 1.6 20 NP 5.5 5.5 3.6 3.1 6' 0 P 30 NP 8.3 8.3 5,4 4,6 40 NP 11.0 11.0 7,2 6.1 50 NP 13.8 13,8 9.0 7.7 10 NP 5.3 5,3 3.8 3.2 20 NP 10.5 10.5 7.5 6.4 Do 30 NP 15.8 15.8 11.3 9.6 40 NP 21.0 21.0 15.0 12,8 50 NP 26.3 26,3 18.8 16.0 10 NP 7.3 7,3 5.3 4.5 20 NP 14.5 14,5 10.5 9.0 30 NP 21.8 21,8 15.8 13.4 40 NP 29.0 29.0 21.0 17,9 50 NP 36.3 36.3 26.3 22.3 (continued) 162 2015 INTERNATIONAL RESIDENTIAL CODES I WALL CONSTRUCTION TABLE R602.10.3(3)-continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY • SOIL CLASS Db • WALL HEIGHT = 10 FEET MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS • 10 PSF FLOOR DEAD LOAD REQUIRED ALONG EACH BRACED WALL LINE° • 15 PSF ROOF/CEILING DEAD LOAD • BRACED WALL LINE SPACING <_25 FEET Methods Braced Wall DWB, SFB, Method Methods Seismic Design Story Location Line Length Method LIBd Method GB PBS, PCP, WSP CS-WSP, Category (feet)c HPS, CS- CS-G SFB 10 NP 3,0 3.0 2.0 1.7 20 NP 6.0 6.0 4.0 3.4 6 i '. ' . 30 NP 9.0 9.0 6.0 5.1 40 NP 12.0 12.0 8.0 6.8 50 NP 15.0 15.0 10.0 8.5 10 NP 6.0 6.0 4.5 3.8 20 NP 12.0 12.0 9.0 7.7 D1 'P 30 NP 18.0 18.0 13.5 11.5 40 NP 24.0 24.0 18.0 15.3 50 NP 30.0 30,0 22.5 19.1 10 NP 8.5 8.5 6.0 5.1 20 30 NP 17.0 17.0 12.0 10.2 NP 25.5 25.5 18.0 15.3 40 NP 34.0 34.0 24.0 20.4 50 NP 42.5 42.5 30.0 25.5 10 NP 4.0 4.0 2.5 2.1 8 P 20 NP 8.0 8.0 5.0 4.3 30 NP 12.0 12.0 7.5 6.4 40 NP 16.0 16.0 10.0 8.5 50 NP 20.0 20.0 12.5 10.6 10 NP 7.5 7.5 5.5 4.7 20 NP 15.0 15.0 11.0 9.4 ' ' P 30 NP 22.5 22.5 16.5 14.0 40 NP 30.0 30.0 22.0 18.7 50 NP 37.5 37.5 27.5 23.4 D2 10 NP NP NP NP NP 20 NP NP NP NP NP 30 NP NP NP NP NP 40 NP NP NP NP NP 50 NP NP NP NP NP 10 NP NP NP 7.5 6.4 20 NP NP NP 15.0 12.8 Cripple wall below 30 NP NP NP 22.5 19.1 one- or two-story dwelling 40 NP NP NP 30.0 25.5 50 NP NP NP 37.5 31.9 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per square foot=0.0479 kPa. a. Linear interpolation shall be permitted. b. Wall bracing lengths are based on a soil site class "D." Interpolation of bracing length between the Srs values associated with the seismic design categories shall be permitted when a site-specific Sdt value is determined in accordance with Section 1613.3 of the International Building Code. c. Where the braced wall line length is greater than 50 feet, braced wall lines shall be permitted to be divided into shorter segments having lengths of 50 feet or less, and the amount of bracing within each segment shall be in accordance with this table. d. Method LIB shall have gypsum board fastened to not less than one side with nails or screws in accordance with Table R602.3(1) for exterior sheathing or Table R702.3.5 for interior gypsum board. Spacing of fasteners at panel edges shall not exceed 8 inches. e. Method CS-SFB does not apply in Seismic Design Categories Do,DI and D2. 2015 INTERNATIONAL RESIDENTIAL CODE® 183 WALL CONSTRUCTION TABLE R602.10,3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTORS'b ITEM ADJUSTMENT N STORY CONDITION UMBER BASED ON: [Multiply length APPLICABLE from Table METHODS R602.10.3(3) by this factor] e- 1 Story height < 10 feet 1.0 (Section 301,3) Any story 10 feet and 5 12 feet. 1.2 Braced wall line 5 35 feet 1.0 2 spacing, townhouses Any story in SDC C >35 feet and 5 50 feet 1.43 Braced wall line > 25 feet and <_30 feet 1.2 3 spacing, in Any story All methods SDC D�,,D,,D2° > 30 feet and < 35 feet 1.4 4 Wall dead load Any story > 8 psf and < 15 psf 1.0 <8psf 0.85 1-,2-or 3-story building 515 psf 1.0 5 Roof/ceiling dead load 2- or 3-story building > 15 psf and 5 25 psf 1.1 for wall supporting _ 1-story building > 15 psf and 5. 25 psf 1.2 1.0 Walls with stone or A masonry veneer, l'S All methods townhouses in g SDC Oh' 1.5 Walls with stone or masonry veneer, 7 detached one- and Any story See Table R602.10.6.5 BV-WSP two-family dwellings in SDC DO— D2f DWB,WSP, Interior gypsum board Omitted from SFB,PBS, PCP, 8 finish (or equivalent) Any story inside face of braced 1,5 BPS, wall panels CS-WSP, CS-G, CS-SFB For SI: 1 foot=304.8 mm, 1 pound per square foot=0.0479 kPa, a. Linear interpolation shall be permitted. b. The total length of bracing required for a given wall line is the product of all applicable adjustment factors. c.The length-to-width ratio for the floor/roof diaphragm shall not exceed 3:1.The top plate lap splice nailing shall be in accordance with Table R602.3(1),Item 13. d. Applies to stone or masonry veneer exceeding the first story height. e. The adjustment factor for stone or masonry veneer shall be applied to all exterior braced wall lines and all braced wall lines on the interior of the building, backing or perpendicular to and laterally supported veneered walls. f. Sec Section R602.10.6.5 for requirements where stone or masonry veneer does not exceed the first-story height. 184 2015 INTERNATIONAL RESIDENTIAL CODE@ I WALL CONSTRUCTION a EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS)------m. IL EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)•-----~°'-p 2'-18'FINISHED WIDTH OF OPENING FASTEN KING STUD ill FOR SINGLE OR DOUBLE PORTAL R'-� TO HEADER WITH 8 77160 SINKERS 6 4 a ='A .- 3-„ , { TENSION STRAP PER ...1 ° PONY WALL°, , TABLE R602.10.6.4(ON ° HEIGHT o; OPPOSITE SIDE 0 ° o*�_t$ •I , SHEATHING A °,O O O O .. , y • -., ,, ,,- -•,,..r-.n.Tom..- 'S 0 0 0 b °r° ° ° ° MIN.3"x11W NET HEADER STEEL HEADER PROHIBITED (I .1 : : : : Ir °° ° ° IF/x SPACER IS USED,PLACE ON BACK-SIDE OF HEADER;:' k o ° °°I- 0)33�°a•>�'....,. .. ill IF NEEDED,PANEL s..33, C=7 h� o;, FASTEN SHEATHING TO HEADER WITH SD SPLICE EDGES SHALL ?a +� w` p1 °`; COMMON OR GALVANIZED BOX NAILS IN 3"GRID OCCUR OVER AND BE E d FASTEN TOP s °ai o.) PATTERN AS SHOWN NAILED TO COMMON ty PLATE TO °tal n I• BLOCKING WITHIN THE •'la • HEADER WITH Pi °' —HEADER TO JACK-STUD STRAP PER TABLE MIDDLE 24"OF THE t°i • ( TWO 5 F °P' WI R602 10.6.4 ON BOTH SIDES OF OPENING PORTAL-LEG HEIGHT. ROWS OF 16D J¢ 0 °i1 1 ; OPPOSITE SIDE OF SHEATHING ONE ROW OF 3"O.C. ObiSINKER NAILS AT I-- w °PI °1°1 NAILING IS REQUIRED °P; • 3"0.0 TYP, Io s ob; ao' IN EACH PANEL EDGE.- on; • p; V', �---MIN.DOUBLE 2x4 FRAMING COVERED WITH MIN. °.•+ • �-_MIN.'!e"WOOD 2 2 °a, 001 /e"THICK WOAD STRUCTURAL PANEL SHEATHING TYPICAL_PORTAL outs.p....1,-° 4:1 STRUCTURAL °'°' o'°; WITH SD COMMON OR GALVANIZED BOX NAILS AT FRAME CONSTRUCTION e'°' i.o r PANEL 3"O.C.IN ALL FRAMING(STUDS,BLOCKING,AND N`i' ° SHEATHING 0 of _�.1 SILLS)TYP. °n' i•° • '-lik''--MIN.DOUBLE 2X4 POST -. ' '� ' V?: MIN.LENGTH OF PANEL PER TABLE R602.10 5 c'' (KING AND JACK STUD). `:/ NUMBER OF JACK STUDS b I °I PER TABLES R602.7(1)& `� i `ia .' -- MIN,(2)3500 LI3 STRAP-TYPE HOLD-DOWNS +;, :: l (EMBEDDED INTO CONCRETE AND NAILED INTO (2)' pA ar rbl ••, FRAMING) ° 34I e q 'if, , M(N.REINFORCING OF FOUNDATION,ONE#4 BAR ''4�' mIN-1000 LB,HOLD-DOWN ,,,. ,, n TOP AND BOTTOM OF FOOTING LAP BARS 15" ' 015 MIN DEVICE(EMBEDDED INTO a. +•,I CONCRETE AND NAILED xUiD.'7 1}f,ctA'?0-, > . -�'-' 1°• •cp p"C ° 0•"�"3'';0=o--a"-,- =o'*r INTO FRAMING). rt:.. `tt� MIN.FOOTING SIZE UNDER OPENING IS 12"x12".A TURNED- DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS- \\ MIN.(1)'is"DIAMETER ANCHOR BOLT INSTALLED PER SECTION R403.1.6-WITH 2'x 2"x3//6"PLATE WASHER FRONT ELEVATION SECTION For SI: 1 inch=25.4 mm, 1 foot=304.8 mm. f FIGURE R602.10.6.2 7- V •-(13 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS — `- ,� LP ' Y v �a EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) I", EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) c �� FASTEN KING STUD " 4 2'-18'FINISHED MOTH OF OPENING TO HEADER WITH B FOR SINGLE OR DOUBLE PORTAL ° 16D SINKERS TENSION STRAP PER TABLE 802ST.E.4 a PONY WALL e u~T � LON 602.1 OPPOSITE SIDE HEIGHT ° OF SHEATHING) !Z A ° MIN.3"x 11 Y"NET HEADER STEEL HEADER PROHIBITED • e o< �� ° ' IF SPACER IS USED,PLACE ON BACK-SIDE OF HEADER • a°ere,* _ > �� J IF NEEDED,PANEL .° U FASTEN SHEATHING TO HEADER WITH 13D ? SPLICE EDGES SHALL T ;1 ' COMMON OR GALVANIZED BOX NAILS IN 3"GRID OCCUR OVER AND BE illa FASTEN TOP I PATTERN AS SHOWN d . NAILED TO COMMON PLATE TO BLOCKING WITHIN THE HEADER WITH ° HEADER TO JACK-STUD STRAP PER TABLE MIDDLE 24"OF THE TWO I2602.10.6.4 ON 80TH SIDES OF OPENING PORTAL-LEG HEIGHT. ROWS OF 160 cxh OPPOSITE SIDE OP SHEATHING ONE ROW OF 3''O.C. 3"O.C.2 NAILS RT NAILING IS REQUIRED 3"b.C.TYP. O = ° IN EACH PANEL EDGE.— . ° MIN.DOUBLE 2"X 4"FRAMING COVERED,WITH MIN. �1+ [-MIN,Ire WOOD g 2 11e"THICK WOOD STRUCTURAL PANEL SHEATHING - TYPICAL PORTAL s't N o o WITH 80 COMMON OR GALVANLZED BOX NAILS AT •111 STRUCTURAL FRAME CONSTRUCTION I 3"O C.IN ALL FRAMING(STUDS AND SILLS)AS \ PANEL SHOWN TYP. I� SHEATHING � \ MIN.DOUBLE 2 x 4 POST �— MIN,LENGTH OF PANE(PER TABLE.R602.I0.6 (KING AND JACK STUD) ° ° NUMBER Or JACK MIN.(2)'/:"DIAMETER ANCHOR BOLTS STUDS PER TABLES INSTALLED PER SECTION R403.1.6 WITH R602.7(1)$(2) o 2"x 2'x 31ie"PLATE WASHER ��� ° -1 ,71 `�_..._INTERMIrTENrBRACED ° . • n- -• - " C. . • WALL PANEL REQUIRED ' •�"''"o:' - • `', _ : ADJACENT OPENING fv. :. C�. «•_ •."._;'o o • 'a.• • =n_ FOR SINGLE PORTAL - ; _ o.• cy' c� c•.' o• .a•—- « o ,9' c'a' - FRAME •„ram:-; .7 a U!7• • ' l7 •�.19• •4 • .- •. •a •V %7 •S ,-,• O- ,' ' O 1-:, . 7 • ''' . 'l-,6, 7. • e, G>J-.f1 . n•-1'/ ._t r. ANCHOR BOLTS PER SECTION R403.1.6 FRONT ELEVATION SECTION For SI: 1 inch=25.4 mm, 1 foot=304.8 mm. FIGURE R602.10.6.3 METHOD PEG--PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, Q AND C 190 2015 INTERNATIONAL RESIDENTIAL CODES • WALL CONSTRUCTION and braced wall line length in accordance with Table bracing determined using Table R602.10.6.5, except R602.10.6.5. Angled walls shall be permitted to be that the bracing amount increase for braced wall line counted in accordance with Section R602.10.1.4, and spacing greater than 25 feet(7620 mm) in accordance braced wall panel location shall be in accordance with Table R602.10.1.3 shall be required. The mini- with Section R602.10.2.2. Spacing between braced mum total length of bracing in a braced wall line, wall lines shall be in accordance with Table after all adjustments have been taken, shall not be less R602.10.1..3. The seismic adjustment factors in Table than 48 inches (121.9 mm) total. R602.10.3(4) shall not be applied to the length of TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS HOLD-DOWN FORCE (pounds) SEISMIC DESIGN CATEGORY AND WIND SPEED SUPPORTING/STORY Height of Braced Wall Panel 8 feet 9 feet 10 feet 11 feet 12 feet SDC A, B and C One story 1,800 1,800 1,800 2,000 2,200 Ultimate design wind speed < 140 mph First of two stories 3,000 3,000 3,000 3,300 3,600 SDC Do,D1 and D2 One story 1,800 1,800 1,800 NP NP Ultimate design wind speed <140 mph First of two stories 3,000 3,000 3,000 NP NP For SI: 1 inch =25.4 mm, 1 foot= 304.8 mm, 1 pound =4.45 N, 1 mile per hour=0.447 m/s, NP= Not Permitted, PANEL LENGTH PER TABLE R60210.5 _ `` MIN 3t8 WOODM1 r FOR PANEL SPLICE(IF HEEDED) STRUCTURAL PANEL r' ADJOItrNG PANEL EDGES SHALL MEET SHEATHING, ON ONE FACE '`-..., p 4 OVER AND OE FASTENED TO COMM ON w "`-_,. FRAMING z MIII 2 X4 FRAMING MIN. - r4 DOUBLE STUDS REQUIRED —� �`---- .-- 880 COMMON OR GALV.BOX NAILS©'6 ..1 ``--...� �" 0 C.AT PANEL EDGES,FOR SINGLE 'r a STORY AND @a,4 O.0 PANEL EDGES C.) � FOR THE FIRST OF 2 STORIES u-, (2)HOLD-DO'W N OR (2)STRAP-TYPE---1 t' ANCHORS PER TABLE R.02.100 6 1 (ON n� ;' A' ligOF EACH SHOWN FOR CLARITY) U `q,. STUDS UNDER HEADER AS REQUIRED STRAP•TYPE ANCHORS SHALL BE o- ;��q PERMITTED TO BE ATTACHED OVER '�� THE WOOD STRUCTURAL PANEL ` `�•~.......\ .) 8D COMMON OR GALV. BOX NAILS© 12 ° 0 C. AT INTERIOR SUPPORTS PANEL MUST eE ATTACHED TO CONCRETE F OOTING OR CONCRETE FOUNDATION b. WALL CONTINUOUS OVER �'~-ti N MIN. REINFORCING OF FOUNDATION BRACED WALL LINE `'�. ,:y `, ONE ti�1 E AR TOP AND BOTTOM LAP ► BARS 15-MINIMUM 4 a {� 1 a 'I 1'.- -4 - . , . , v 141 1 V G. 4 . _ 1 I IS 4'; , 4 ? ° 1 .1 al - / DQ (2)112'fit�.t;1ETE R ANCHOREI N. — �' ! !' _, MINIMUM FOOTING SIZE UNDER BOLTS LOCATED BETWEEN OPENING IS 12'X 12" A TURNED-DOWN 6 AND 12 OF EACH END OF SLAB SHALL BE PERMITTED AT DOOR THE SEGMENT OPENINGS. 1 For SI: 1 inch = 25,4 mm. FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL 2015 INTERNATIONAL RESIDENTIAL CODE® 189 . ALTERNATE BRACED PANEL 32" min. ONE - STORY BUILDINGS A 3/8" min. wood struct. Panel sheathing one face w/8d common or galv. Box nails @ 6" edges and 12" 0.C. Field — Block all edges. (2) 1/2" 4) x 10" long anchor bolts per panel 10' Max. located at quarter points (2) Tie-down device 1/4 1/4 per panel— 1800# ea. min. installed as per manufacture. V e'sF:ouiidahon reinforced with minmmmn of(2) #4 bars continnous. Concrete foundation continuous:'across (oss'c states top & bottom) the entire length of the braced wall line. (1) In one-story buildings, each panel shall have a minimum width of 32 inches and a maximum height of 10 feet. Each panel shall be sheathed on one face with 3/8-inch minimum thickness wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Table 602.3(1) and blocked at all edges. Two anchor bolts installed in accordance with Figure 403.1.4 or approved equivalent shear connectors shall be provided in each panel. Where each panel is supported directly on a foundation or on floor framing supported directly on a foundation, each panel end stud shall have a tie-down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 1,800 pounds. The tie-down device shall be installed in accordance with the manufacturer's recommendations. The foundation wall and footing shall be reinforced with a minimum of two No. 4 horizontal bars, one located at the top of the wall and one located a minimum of 3 inches from the bottom of the footing (or two No. 4 horizontal bars located a minimum of 3 inches from the bottom of the footing) extending not less than 5 feet each way from the center of the panel with No. 4 vertical bars spaced not more than 24 inches on center. (2) In the first story of two-story buildings, each braced wall panel shall be in accordance with Item 1, except that the wood structural panel sheathing shall be applied to both faces, three anchor bolts or approved equivalent shear connections shall be provided, and tie-down device uplift capacity shall not be less than 3,000 pounds. All vertical joints of panel sheathing shall occur over studs. Horizontal joints shall occur over blocking of sufficient thickness to accommodate the required nailing except where waived by the installation requirements for the specific sheathing materials. C:\handout\07 example ABP Picture.doc (7) • WALL. CONSTRUCTION 4 EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS)---•p EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) *► 2'-18'FINISHED WIDTH OF OPENING FASTEN KING STUD j FOR SINGLE OR DOUBLE PORTAL ''" TO HEADER WITH 8 $>a _>_c S 16D SINKERS PONY ACC°+ I'+ r { TENSION STRAP PER ° :z TABLE R602.10.6.4(ON HEIGHT ; OPPOSITE SIDE O o $ I SHEATHING) I . w u:o 0 a n MIN.3'x11'A'NET HEADER STEEL HEADER PROHIBITED i. •'1 :: ::: •+'° ° IF'A SPACER IS USED,PLACE ON BACK-SIDE OF HEADER • • ° ° ° • 1 II- oFia°ti_fi - v-�. ....�. .ram �.,� rs- --r- — IF NEEDED,PANEL e ° ° ° ° t9 ebi °�` FASTEN SHEATHING TO HEADER WITH 8D SPLICE EDGES SHALL :a e al " ° COMMON OR GALVANIZED BOX NAILS IN 3"GRID OCCUR OVER AND BE d :e FASTEN TOP _ •P' ° PATTERN AS SHOWN NAILED TO COMMON •• • PLATE TO obi a BLOCKING WITHIN THE a e • HEADER WITH a eel�— HEADER TO JACK-STUD STRAP PER TABLE MIDDLE 24°OF THE ' ••: TWO 3 }- •P' •+•+ R602.10.6.4 ON BOTH SIDES OF OPENING PORTAL-LEG HEIGHT. e ROWS OF 160 ONE ROW OF 3"O.C. ¢4 O It ;'°, OPPOSITE S(pIr OF SHEATHING °'•' 1 SINKER NAILS AT A ,—y •Pr a°r NAILING IS REQUIRED °p; -e • 3'O.C,TYP O 'P' "°r IN EACH PANEL EDGE. °p+ •e F Z .br doh ebl .o r X Pi 4°i"------MIN.DOUBLE 2x4 FRAMING COVERED WITH MIN. ° ° < ••P' °'°' '/s"THICK WOOD STRUCTURAL PANEL SHEATHING TYPICAL PORTAL •" '-�''• MIN.'Ie°WOOD '1'; del •R+t-A-4+•0 STRUCTURAL WITH 8D COMMON OR GALVANIZED BOX NAILSAT FRAME CONSTRUCTION °'o+ °oT p4 44 3'O.C.IN ALL FRAMING(STUDS,BLOCKING,AND 'v ,' SHEATHING _....+ SILLS)TYP_ °n ,•e -. MIN.DOUBLE 2x4 POST y MIN.LENGTH OF PANEL PER TABLE R602.10.5 ,- (KING AND JACK STUD). ;- i : NUMBER OF JACK STUDS if. I F PER TABLESR602,7(1)& ;:r ;•• MIN.(2)3500 LB STRAP-TYPE HOLD-DOWNS (2) i (EMBODED INTO CONCRETE AND NAILED INTO 1 `'{ <z' FRAMING) 4,' r v -.k }s }:4- „MIN REINFORCING OF FOUNDATION,ONE#4 BAR :' MIN.1000 LB.HOLD-DOWN 5" 5: `' TOP AND BOTTOM OF FOOTING.LAP BARS 15 ' o • � " MIN. DEVICE(EMBEDDED INTO c� Y J o CONCRETE AND NAILED b�D - ) Go- c?o- ar7,-;pf-P"- -� o-b -� +r`'' INTO FRAMING), e MIN FOOTING SIZE UNDER OPENING IS 12`x12''.AIURNED. DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS. MIN.(1)1/4'DIAMETER ANCHOR BOLT INSTALLED PER SECTION R403.1.6-WITH 2'x 2"AC PLATE WASHER FRONT ELEVATION SECTION For SI: 1 inch=25.4 mm, 1 foot=304.8 mm. FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS • - EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) 6-1 EXTENT OF HEADER WITH SINGLE PORTAL FRAME 4 (ONE BRACED WALL PANEL) ° 2'-18'FINISHED WIDTH OF OPENING TO HEADERSTEN WITH 8 i FOR SINGLE OR DOUBLE PORTAL"`pI 18D SINKERS -----4--- s°.• ° 7TENSION STRAP PER TABLE6 .S 1.1 PONY WALL a ON OPPOSITE SIDE HEIGHT • OF SHEATHING) `'1111 - -�.._.�__,•Wit.—.z.•e.,,.....,.....y..a..,. 4 - •4 D n P ` MIN,3'x 11%"NET HEADER STEEL HEADER PROHIBITED 2'b.q.. - IF W SPACER IS USED,PLACE ON BACK-SIDEOFHEAD_ER;} a° A, IF NEEDED,PANEL '+9" •�—FASTEN SHEATHING TO HEADER WITH 8D SPLICE EDGES SHALL i COMMON OR GALVANIZED BOX NAILS IN 3•GRID OCCUR OVER AND BE FASTEN TOP PATTERN AS SHOWN NAILED TO COMMON PLATE TO a y BLOCKNG WITHIN THE HEADER WITH HEADER TO JACK-STUD STRAP PER TABLE MIDDLE 24'OF THE TWO R602.10.6.4 ON BOTH SIDES OF OPENING PORTAL-LEG HEIGHT ROWS OF 16b ONE ROW OF 3'0.C.q OPPOSITE SIDE OF SHEATHING SINKER NAILS AT O - NAILING 1S REQUIRED 3'0.C.TYP. h x IN EACH PANEL EDGE, -MIN.DOUBLE 2'x4'FRAMING COVERED WITH MIN. III „. —MIN.?he WOOD m The THICK WOOD STRUCTURAL PANEL SHEATHING TYPICAL PORTAL ran.- STRUCTURAL WITH 80 COMMON OR GALVANIZED BOX NAILS AT Y b FRAME CONSTRUCTION 3'O.G.IN ALL FRAMING(STUDS AND SILLS)AS PANEL SHOWN TYP. SHEATHING MIN.DOUBLE 2 x 4 POST MIN.LENGTH OF PANEL PER TABLE R602.10.5 (KING AND JACK STUD) NUMBER OF JACK LES MIN.(2)W DIAMETER ANCHOR BOLTS RTUDS 1602,7(1) 2) INSTALLED PER SECTION R403.1.6W►TH &(2) 2"x 2-x'/re'PLATE WASHER • _ 0 C' - INTERMITTENT BRACED `s,oc o a WALL PANEL REQUIRED c�i=ia+ .=. •"r.V.' . . •c�•—- •-r• -'o-+--s,. FOR SINGLE PORTAL c •U o o, v• ''o p. p'a..'." p, o'.7• cd'o .Q'.. ...o r o FRAME '- ,. �,n.v a:-;4,•a • - n-'..•>•D'--„'o:re •7�- v- 4; �c. .i ..:.r.'•,. . ANCHOR BOLTS PER SECTION R403.1.6 FRONT ELEVATION SECTION For SI: 1 inch=25.4 mm, 1 foot=304.8 mm. FIGURE R602.10.6°3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C 190 2015 INTERNATIONAL RESIDENTIAL CODE' WALL CONSTRUCTION t . -4 EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME • '11 (ONE BRACED WALL PANEL) a FASTEN KING STUD 2'-18'FINISHED WIDTH OF OPENING 1-4--FOR SINGLE OR DOUBLE PORTAL - P 16 HEADER WITH 6 } TENSION STRAP PER TO SINKERS a ar==49 i i TABLE 6'02.10.6.4 .�. + PONY WALL o' 1 i (ON OPPOSITE SIDE 10la III HEIGHT 6` ; I OF SHEATHING) •' BRACED WALL LINE Io I�.,. j o!8rV_o:9,-.; A o�a o a ° s " , CONTINUOUSLY SHEATHED -0 0:40 N ' rO A l MIN.3"x11 4 NET HEADER STEEL HEADER PROHIBITED 9 eb°�o l ° Q'° IF°/a"SPACER IS USED,PLACE ON BACK-SIDE OF HEADER CONTINUOUSLY S 00 STRUCTURAL p a sy3° Itr, t- e�°6 ab c .rT --^ ..._, _ ,�r�� PANELS €:• �� iill °�°r r°r, 1 IF NEEDED,PANEL 1 1 , fi FASTEN SHEATHING TO HEADER WITH 8D w �I FASTEN TOP IL °Pt am '° COMMON OR GALVANIZED BOX NAILS IN 3"GRID i SPLICE EDGES SHALL I PLATE TO OCCUR OVER AND BE '• I od tot.: PATTERN AS SHOWN ' , 1 NAILED TO COMMON '° ! HEADER WITH Q �°+ 1.--HEADER TO JACK-STUD STRAP PER TABLE iNp, ; ' BLOCKING WITHIN THE • ;a TWO z obl I ' MIDDLE 24"OF THE 1 R602.10.6.4OBOOPENING ; 1°OPPOSITE SIDE OF SHEATHING ' ONE ROW OF 3°O.C. ;° I SINKER NAILS AT • 1 o 3"O.C,TYP. O z ^a; do 1 NAILING IS REQUIRED i° h °�, +�° ' IN EACH PANEL EDGE. I. or°r +"° MIN.DOUBLE 2'x4"FRAMiNG COVERED WITH MIN. p o;, ia° The THICK WOOD STRUCTURAL PANEL SHEATHING ' C .= a MfN.'hs"WOOD d° WITH 8D COMMON OR GALVANIZED BOX NAILS AT ; TYPICAL PORTAL i� „ p_a.s,o STRUCTURAL c� a °p/ 19° , , FRAME CONSTRUCTION w PANEL .- op, MO 3"O.C,IN ALL FRAMING(STUDS, , , BLOCKING,AND SILLS)TYR f , SHEATHING •Ar 1 ' MIN.DOUBLE 2x4 POST o '° ,1pi i°i° MIN.LENGTH OF PANEL PER TABLE R602.10.5 i ' (KING AND JACK STUD} • �° °�°� +�° 1 ; NUMBER OF JACK ° ' " i :"I i STUDS PER TABLES ..° °m, wo MIN.(2)W DIAMETER ANCHOR BOLTS , R602.7(1)&(2) o '° " " INSTALLED PER SECTION R403.1.6 WITH ' a ' °of ro 2"x2 x3h�PLATE WASHER i f ° i° • Pi t� , ° ,° °b�,1.,1°., .14l0 1 ICI 1 I ..1, ,1, 'o q 7' Q .a...,', ..'-G• • • 1 •m 0' .=.'. o c:o-. F- o`__.•o o p• o'.-c,••i.ic. c^ n .0. m'/, ' . `• o a2;o. o .,o�-ier .o •o;.-,o. " o .Ayh,-. a OVER CONCRETE OR MASONRY BLOCK FOUNDATION ANCHOR BOLTS PER ( SECTION R403.1,6 AVEMING ANCHORS it • '' D ACROSS o ales WOOD STRUCTURAL PANEL NAIL SOLE PLATE !� ! SHEATHING JOINT WITH A »y o:°: SHEATHING TO TOP OF BAND TO JOIST PER i i ' CAPACITY OF 670 LBS IN �d, NAIL SOLE old OR RIM JOIST 1, i THE HORIZONTALAND °i PLATE TO JOIST 00 TABLE R602.3(1) 1oi „ -- 'a VERTICAL DIRECTIONS IJ.5441 ,.t, PER TABLE WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST � =' APPROVED BAND OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION FP OR RIM JOIST (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) a -� I 2a\ oio; WOOD STRUCTURAL PANEL NAIL SOLE PLATE ' ' -t NAIL SOLE �d' obi SHEATHING TO TOP OF BAND TO JOIST PER i 1 f ATTACH SHEATHING TO ° O am OR RIM JOIST TABLE R602.3(1) :: ' _ BAND OR RIM JOIST WITH I.. _ o PLATE TO JOIST I IFY3C 5.2 8D COMMON NAILS AT 3" \\ :M,,.::;.:, , PER TABLE °o a a aO.C.TOP AND BOTTOM R602.3(1) I, ,..74... WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST ~_ " APPROVED BAND ii OR RIM JOIST OVER RAISED WOOD FLOOR-OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) FRONT ELEVATION SECTION For SI: I inch=25.4 mm, 1 foot=304.8 mm. FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION 2015 INTERNATIONAL RESIDENTIAL CODES 191 i ill WALL CONSTRUCTION and braced wall line length in accordance with Table bracing determined using Table R602.10,6.5, except R602.10.6,5. Angled walls shall be permitted to be that the bracing amount increase for braced wall line counted in accordance with Section R602.10.1.4, and spacing greater than 25 feet(7620 mm)in accordance with Table R602.10.1.3 shall be required. The mini- braced wall panel location shall be in accordance with Section R602.10.2.2. Spacing between braced mum total length of bracing in a braced wall line, wall lines shall be in accordance with Table after all adjustments have been taken,shall not be less R602.10.1.3. The seismic adjustment factors in Table than 48 inches (1219 mm) total. 4i R602.10.3(4) shall not be applied to the length of TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS HOLD-DOWN FORCE (pounds) SEISMIC DESIGN CATEGORY AND WIND SPEED SUPPORTING/STORY Height of Braced Wall Panel 8 feet ' 9 feet 10 feet 11 feet 12 feet ___ SDC A, B and C One story 1,800 1,800 1,800 2,000 2,200 Ultimate design wind speed < 140 mph First of two stories 3,000 3,000 3,000 3,300 3,600 - SDC Do, DI and D2 One story 1,800 1,800 1,800 NP NP Ultimate design wind speed <140 mph First of two stories 3,000 3,000 3,000 NP NP For SI: 1 inch= 25.4 mm, 1 foot=304.8 mm, 1 pound=4.45 N, 1 mile per hour=0.447 m/s. NP=Not Permitted. PANEL LENGTH PER TABLE R60210.5 0. • • -15 -A-. 35-J 1 n r . > , , „,..,.„,, 1 [7.7-7?.T..-... .:7 -y---1-. .--3----g-ei_ _,; _ ::„.__-t:_. %....._ M114. 3!$'WOOD �,,s,,� FOR PANEL SPLICE(IF NEEDED) STRUCTURAL PANEL -�—,, ADJOItFNG PANEL EDGES SHALL MEET 0 SHEATHING ON ONE FACE , ,, OVER AND BE FASTENED TO COMMON x FRAMING o 2 MN 2 X4 FRAMWG MN. a " it DOUBLE STUDS REQUIRED `'*�-.` — SD COMMON OR GALV,BOX NAILS @ 6' -t 0 C.AT PANEL EDGES,FOR SINGLE < STORY AND @ 0 4- C PANEL EDGES ° 0 FOR THE FIRST OF 2 STORIES 4 41 (2)HOLO•DOW'N OR(2)STRAP-TYPE--, o r ANCHORS PER TABLE R60210 6 1 (ON g OF EACH SHOWN FOR CLARITY) \` STUDS UNDER HEADER AS REQUIRED STRAP-TYPE ANCHORS SHALL BE O........ PERMITTED TO BE ATTACHED OVER THE WOOD STRUCTURAL PANEL ° SD COMMON OR GALV.BOX NAILS @ 12' PANEL MUST BE ATTACHED \ . 0 C.AT INTERIOR SUPPORTS TO CONCRETE FOOTING OR V, CONCRETE FOUNDATION -----,., WALL CONTINUOUS OVER MIN.REINFORCING OF FOUNDATION BRACED WALL LINE 0 ONE TM BAR TOP 9Nb BOTTOM LAP BARS 15'MINIMUM A no t t _1 1'.. -F., N. (2)1/2-DIAMETER ANCHOR - `ti MINIMUM FOOTING SIZE UNDER BOLTS LOCATED BETWEEN OPENING IS 12'X 12".A TURNED-DOWN 6' AND 12' OF EACH END OF SLAB SHALL_BE PERMITTED AT DOOR THE SEGMENT OPENINGS. For SI: 1 inch= 25.4 mm. FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL 2015 INTERNATIONAL RESIDENTIAL CODE° 189 Cricchio, Kevin From: Cricchio, Kevin Sent Monday, September 24, 2018 1:02 PM To: 'eward327@hotmail.com' Cc: Frisinger, Rob; Fyrrce, Groc; Lange, Steve Subject: BLD-2018-0588, 3914 Michigan Avenue 9-24-18 RE: BLD-2018-0588,3914 Michigan Avenue Elliot, Recently you submitted for a building permit application to construct a residence at 3914 Michigan Avenue. I have performed a cursory review of your application material on behalf of the Planning Department and have determined additional information/revisions are needed as follows: 1. The site plan needs to reflect the subject property/lot and be drawn to scale with the exact dimensions as is shown on the recorded plat—Plat of Rock Ridge South Phases 1&2. It needs to show all property lines (including curve-linear). It needs to scale verbatim to the lot dimensions as listed on the recorded plat. The site plan also needs to show the setback lines as measured from each property line and any existing easements \ i 1 located on the subject property. Any adjacent streets need to be labeled as such on the site plan. Additional 5 requirements for site plans can be found here. �� 11111)\,, site visit was conducted today. Since the subject property abuts a steep slope,a geotechnical report prepared lay a geotechnical professional is required. 3. A landscape plan is required that shows a minimum of 20%of the subject property landscaped. Additionally, on the landscape plan one (1)tree is required for each 1,000 square feet of land area.According to the recorded I plat,the subject property is 11,283 square feet.Therefore, 11 trees will be required. Native vegetation is preferred. 4. Lot coverage calculations need to be shown on the site plan. The maximum permitted in the R2 Zoning District is 35%. 5. The average original grade for the proposed house needs to be shown on the building elevations and how you are complying with the maximum permitted height above this—thirty—five (35) feet. ' 6. Has Rock Ridge home-owner's association reviewed and approved your building plans yet? j ? Kevin Cricchio, AICP, ISA, WPIT I Associate Planner I Certified Arborist Planning,Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) 1 kevinc@citvofanacortes.orq 1 www.cityofanacortes.org My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 Print Window Page 1 of 1 Details for Parcel: P125824 Jurisdiction: ANACORTES Zoning Designation: Please contact the city of ANACORTES for ANACORTES zoning information. Recorded Documents Documents scanned and recorded by the Auditors office Excise Affidavits Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P125824 4918-001-002-0000 NW 26 35 01 Owner Information Site Address(es) Map Links WARD ELLIOTT 3914 MICHIGAN AVE Open in_iMap WARD STEPHANIE Anacortes, WA (Jurisdiction, State) Assessor's Parcel Map: 12500 PARKSIDE LANE Zip Code Lookup I Site Address Information •PDF_I DWF_ MOUNT VERNON, WA 98273 Current Legal Description Abbreviation Definitions ROCK RIDGE SOUTH, PHASES 1 & 2,ACRES 0.26, AF#200701240094, LOT 2 OF PHASE 1, BEING A PORTION OF NW 1/4 OF THE NW 1/4 SECTION 26, TOWNSHIP 35 NORTH, RANGE 1 EAST.AF#200701240094, LOT 2 OF PHASE 1, BEING A PORTION OF NW 1/4 OF THE NW 1/4 SECTION 26, TOWNSHIP 35 NORTH, RANGE 1 EAST. 2018 Values for 2019 Taxes* Sale Information 2019 Property Tax Summary Building Market Value $.00 Deed Type WARRANTY DEED 2019 Taxes will be available after 2/15/2019 Land Market Value +$144,000.00 Sale Date 2018-06-06 Total Market Value $144,000.00 Sale Price $123,400.00 Use the Taxes link above for 2018 taxes Assessed Value $144,000.00 Taxable Value $144,000.00 * Effective date of value is January 1 of the assessment year(2018) Legal Description at time of Assessment *Land Use WAC 458-53-030 Neighborhood (20ANP)ANACORTES NORTHERN PACIFIC RESIDENTIAL Levy Code 0900 Fire District School District SD103 Exemptions Utilities *SEW, PWR, WTR-P Acres 0.26 Improvement 1 Attributes Summary Building Style SINGLE FAMILY RESIDENCE Year Built Foundation Above Grade Living Area Exterior Walls Finished Basement Roof Covering *Total Living Area Heat/Air Conditioning Unfinished Basement Fireplace *Total Garage Area Bedrooms Bathrooms For additional information on individual segments see improvements tab * Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning. Please contact the appropriate planning department in your jurisdiction for land use questions. * Total living area includes above grade living area and finished basement area. * Garage square footage includes all garage areas; basement garages, attached garages, detached garages, etc. Assessment data for improvements is based on exterior inspections. Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. httr,c•//wcxnxr clracritoniinty nPt/Sr arrh/Prnnrf-v/ Q/')d/7(11 R 3814 3818 3906 3902 �121� gC • i€, i." 3815 s < ' gkr te. � .` _� . . � , d * ,. s , ,,_ 3819 3911 3909 Q 3903 4 3913 SS 3915 S41 a air 3910 3820 3912. 3902 2307 2309 3901 3903 2311 3905 2310 2315 Q2 3907 2319 O4, 3909 3959 sq—O O 3911 "\OG� Q� 3957 G� O 3913 F 3918 3955. ��2� O2 3953 3917 ANACORTES PUBLIC ...IstKS DEPART ) Steven Lange, Project Manager P.O.BOX 547,ANACQRTES,WA 98221 PH(360)293-1 920 !r �V E-MAIL:stevel@cityofanacortes.arg FAX(350)293-1938 4001-0 11-o.i9= Ili _' (tt:(nl • Review Summary ' H.-) (0a0 l l'?e 1/4“o3 • Date:October 25,2018 z7 G e 4c .j fl\ Lt r L• To:Kait Nelson,Planner From: Steven Lange. ' Subject:Review Summary for 3914 Michigan Avenue(MR#1 to MR#5)and Frontage Requirements. cc: Eric Shjarback, Don Measamer, Libby Grage A review of the associated documents for the above referenced address was completed. by the Public Works Engineering Department on October 25, 2018, This review takes into consideration the following items: 1. Site Plan Al, 2. Minimum Requirements 1 and 2. 3, Site Visit, October 24, 2018. Below are the findings. 1. Project is missing Minimum Requirements 3, 4 and 5. 2. Site Plan is incomplete. (Minimum Requirement'#1) a Clearly identify existing and proposed contours. • Clearly identify actual connection locations for each utility. Including location of utility structures on-site.Any site structures and landscaping may require an encroachment agreement over any City of Anecortes easements. See attached vicinity map, ® Clearly identify all easements of records. See attached vicinity map and owners title report. s Clearly identify all adjacent off-site improvements. (Curb, gutter and sidewalk), Adjacent retaining wall to the north. The portion of sidewalk that appears to be within the easement, but on private property. • identify the dimension of the proposed driveway. (20-foot pan, 6-foot transition on the low side and a 15-foot transition on the uphill side) is, 9 C > y � ® Water @. Wastewater ® Streets Storm Drainage Engineering o Solid Waste TY& et Transportation;Equipments Capital Projects o Development Services Ra`w ANACORTES PUBLIC WORKS DEPARTMENT ,v� Y ° Steven Lange, Project Manager .._x�.1 P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 rj, '�.,. ki E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 Review Summary 1 Date: October 25, 2018 To: Kait Nelson, Planner From: Steven Lange Subject: Review Summary for 3914 Michigan Avenue(MR#1 to MR#5) and Frontage Requirements. cc: Eric Shjarback, Don Measamer, Libby Grage A review of the associated documents for the above referenced address was completed by the Public Works Engineering Department on October 25, 2018. This review takes into consideration the following items: 1. Site Plan A1. 2. Minimum Requirements 1 and 2. 3. Site Visit, October 24, 2018. Below are the findings. 1. Project is missing Minimum Requirements 3, 4 and 5. 2. Site Plan is incomplete. (Minimum Requirement#1) • Clearly identify existing and proposed contours. • Clearly identify actual connection locations for each utility. Including location of utility structures on-site. Any site structures and landscaping may require an encroachment agreement over any City of Anacortes easements. See attached vicinity map. • Clearly identify all easements of records. See attached vicinity map and owners title report. • Clearly identify all adjacent off-site improvements. (Curb, gutter and sidewalk). Adjacent retaining wall to the north. The portion of sidewalk that appears to be within the easement, but on private property. • Identify the dimension of the proposed driveway. (20-foot pan, 6-foot transition on the low side and a 15-foot transition on the uphill side) a` c • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation•Equipment • Capital Projects • Development Services q`/p. 3. Minimum Requirement#1 is incomplete. Project needs to provide an Infiltration Test and provide a soils report. These items are required to determine the feasibility or infeasibility criteria in Minimum Requirement#5. The downstream detention pond was designed for each parcel to have a maximum impervious area of 2,500 SF. This proposal is proposing 2,684 SF. What is the proposal for mitigation. It appears that the site does infiltrate, based on a site visit on October 24, 2018. 4. MR#2 needs to match the SWPPP map shown on sheet A,1. 5. MR#2 — Element 1 - Agreed. There is small areas of scrub brush that will be removed to make room for utility connections and possible on-site rain gardens. 6. MR#2 — Element 2 — Construction access shall be located where the proposed driveway will be located. This minimizes sediment transfer to the street and damage to City infrastructure (Curb, gutter and sidewalk). See attached detail. 7. MR#2 — Element 3 —The site is not impermeable rock. The site is manufactured and infiltrates. Additionally, there is a downstream detention facility north of this property. The proposed project is provides for a larger SF of impervious area than what the pond is designed for. 8. MR#2 — Element 4—The applicant has not completed this element. The site plan is vacant of the information required. In this response, the site is now blasted rock and not impermeable. The responses need to be consistent. 9. MR#2 — Element 5 —There is topsoil mixed with rock on this site. It is subject to sediment transfer and should have the appropriate BMP's in place. 10. MR#2 -- Element 6 — How will the runoff from the steep slope be directed so as to no impact the project site? As stated above in Element 5, there is topsoil mixed with rock on-site. 11. MR#2 -- Element 7 —There are multiple inlet structures along the curb line. This project will be required to install inlet protection in each structure and monitor daily and replace as necessary or required. Additionally, it appears that there is a (2) two sanitary sewer structures on-site and (1) catch basin. These structures need to be protected as well. See attached detail. 12. MR#2 — Element 8 —The site infiltrates and therefore does not have any channeling. The blasted rock is a mute point. Project will implement the appropriate BMP's to channel runoff around the site if noticed during construction. More specifically from the steep slope. 13. MR#2 — Element 9— Contractors will be required to have spill prevention kits on- site at all times. The City will be notified of any spills that may happen for required documentation. Project will need a concrete washout area. Applicant shall confirm with concrete companies about providing a washout bin for use on-site. 14. MR#2— Element 10—The project will provide appropriate BMP's to protect the downstream adjacent property. The use of compost or silt fence along the north and a portion of the east side will help with this. O,jb0�4 CR al �K ® Water ® Wastewater ® Streets ® Storm Drainage ® Engineering ® Solid Waste 4 ® Transportation 0 Equipment 0 Capital Projects 0 Development Services 4�v!A- 15. MR#2 — Element 11 —All maintenance BMP's will be inspected and monitored daily. Any failing BMP's will be corrected as necessary or required by the City of Anacortes. 16. MR#2 — Element 12 —The SWPPP site plan will be revised to reflect any changes in site conditions daily or as required by the City of Anacortes. 17. MR#2 — Element 13 — Site is not solid rock, but a manufactured site that consists of topsoil mixed with rock. The site plan does not provide sufficient information to know how much fill will be brought on-site. Based on a site visit performed on October 24, 2018, that at a minimum, a rain garden will suffice on this site. 18. MR#3— Project does not provide the appropriate BMP's for treatment or Runoff Conveyance. There is a list of BMP's for projects during construction. This site will look, but not limited to, at the following: o BMP C103 — High Visibility Fence or Metal Fence. e BMP C105 — Stabilized Construction Entrance\Exit. o BMP C120 --Temporary Seeding e BMP C121 — Mulching ® BMP C123 — Plastic covering • BMP C125 --Topsoiling and Composting • BMP C150 — Materials on hand o BMP C151 -- Concrete Handling e BMP C154 — Concrete Washout Area o BMP C220 - Storm Drain Inlet Protection e BMP C233 — Silt Fence ® BMP C235 —Wattles 19. MR#4 — Project threshold discharge area is located at the low-point of the property, which is where the connection location is and shall be made. 20. MR#5 —The project has not provide any infeasibility criteria for each. e The site is subject to BMP T5.13 Amended soils. The applicant will have to provide to the City a test report that shows the soils placed meet the requirements outlined in the Department of Ecology Manual. See attached documentation. e See attached information for on-site Storm Water Management BMP's. Each one needs to be reviewed with a determination of infeasibility. The first BMP that is feasible is the BMP to be used. e Roofs — It appears that full dispersion or Downspout infiltration may work. Q Roofs— Rain Gard can work with an overflow to the Storm Connection at the low point of the property. ® Roofs— Based on the site plan, there appears to be enough room on-site for a Downspout Dispersion System. Eoq 144 ® Water ® Wastewater • Streets e Storm Drainage ® Engineering ® Solid Waste o Transportation o Equipment 0 Capital Projects ® Development Services Other Hard Surfaces — Driveway — review BMP's. Based on the site visit, the Rain Garden approach or maybe the Sheet Flow Dispersion may meet the feasibility criteria. 4,5,e ` Q Cis �, 2 o Water 0 Wastewater 0 Streets 0 Storm Drainage 0 Engineering 0 Solid Waste 0 Transportation 0 Equipment 0 Capital Projects 0 Development Services Woe Date : October 24 , 2018 Project Photographs — 3914 Michigan Avenue Existing Site Conditions for MR# 1 to MR#5 1. r. s y.t •rti • y J' 'P } •a ' i _ 14 j a _ +'e• - CRC' �`. WIZ r: ad 'tr ?S ` • El -b-"k ks; �S • 1 1 aI '\ f it t� w 1 .' r/ r n ' !` {41 }r :�•,.1�. )" [4 _ `" 1 t ' + +� rt.. — - a f� tr L1y1 � vrrf t�S � h . .a Ayp �r � l��j ! Y vir•. ti •y ac ♦� �+ . . Tf ,. OS � T' YL •'Mi` � J _. �' tit i44 1' • ':1, Ai -.5, r ctlr-i/. ". y .> --.••t- I i -... ' �t} ',If nri , '. - Ls' _ - w �, asp. s . " r-M- •' �+-a, - t '� r '•'� 1.. r r. 4. r • • 1-•,1•F• i -- F:'r.. Fy i a •` d`4'�� A .a^'' � i' r !h"Z� r �Uf'.{�t3-,a' p !- • . e A ar sr ,r� a• _ 4 � ,y `?�r� f '� *�? by '�.�A , .. r r �. r tom ma' �a Stffr _p'y�• vir � k3.F1. {4 iAA , tL ge t �-}t tt}y v •n �/ J'V. rJ. me^µ' [Y L •�i fig. • rlr n f - F a ,P r ' r r ; t.="en` L.- .r j ' r.•.• 4- - ` t iti Vs1 aQ-. r G'7 i r jy {' r! `! r C • :7 ii[ r rS L ))hs u } I y -eVrl P `<,y+il:! t . 7421.:n. z. qy s 1 :S7yf 'Y a w. 1/2 wsi..rwi , •` _ -- •. r _ a ._ Stationing : N/A Location : Southwest corner of the site , looking north Description of Work: Existing conditions Bid kern Work : N/A Photo taken by : Steven Lange ( Engineering Tech IV) Page 1 of 8 R:\Proc-CFP-Dev-LangelCorr13914 Michigan Avenue\RS1 - MR1 -5\10-24-18 Project Photos .doc Date: October 24, 2018 Project Photographs — 3914 Michigan Avenue Existing Site Conditions for MR 1 to MR#5 3 --(�._.:-�>•/•.� B fur !_ cap; t ' {`, -i. .�.' -E na �`� s ! Tot t li i�yr sa ri. . , • ,#{ _ _ �.f✓` 1t '451rF. Y dff x t; • 3 )'� t•' �lrYF cy /la`t� 1.`. S,y 1, " f, • f r -< tl'�.1 Ap)`` ti _ .l .,5. Z�}Lt ..y _- J j 1 _ — �� l fR '�� < i 1.•t J iS 1•-T� r� i y yk PAi { Jr?— .: - - '�. r - ' , rot`^,�fi�xt' •- Stationing: N/A Location: Southwest corner of the site, looking northeasterly Description of Work: Existing conditions Bid Item Work: N/A Photir taken by: Steven Lange (Engineering ech IV) Page 2 of 8 R:1Proc-CFP-Dev-Lange\Corr13914 Michigan Avenue\RS1 - MR1-5\10-24-18 Project Photos.doc Date : October 24 , 2018 Project Photographs — 3914 Michigan Avenue Existing Site Conditions for MR# 1 to MR#5 t • 4 ' ry rl Y... rA ., d' 4 L I qt �.�(q' 9, X ir �j} . i . _ y , V i Eft- ' t 4'Rs+t�i y \ t tea- i r 3 '' y .. ',' r S , `- t i }ter r t t* .>- 4 , Ir€`r L. Ff . t . .. )f Sr ' ♦l R: r i ?' !i q/ 5 �' 7 ;�`r"lt 1L h `x'� .' •r i t u r i t ` - .r - 61�•9wre- .� I .�, rJ J: r I i .t..ram. - tt rly t . " - - f 1t- _.- tom• - _..1 . ( j r 'r: ! _ � - - _- • _ - � ' - ♦ h ' Stationing : N/A Location : Southwest corner of the site , looking north Description of Work: Existing conditions Bid Item Work : N/A Photo taken by : Steven Lange ( Engineering Tech IV ) Page 1 of 8 R:\Proc-CFP-Dev-Lange\Corr\3914 Michigan Avenue\RS1 - MR1 -5\10-24-18 Project Photos . doc Date : October 24 , 2018 Project Photographs — 3914 Michigan Avenue Existing Site Conditions for MR# 1 to i iR 5 L= w , Yuri, sG \h' 'II �.. - M1 Yy • h l � z _ — n � � 1 � 1 ..L ,.., 1ti � ifi it 3 ,y .11 c.s a su p f �J t. ' yr hl,. gg�p� _� ' „'" • ..n' om{ . FA". , 7. ( - N ,5'k i a _ - `• °' ?� r1 ' - 7� .:i att.,'" T'fr.5 �� t n5.N. 142 11I. . . G., n .-te �'" ' } Y - I A t/ si v ✓ • � A'f , • i• f Yr icy ♦ 1-`. r It ScS .. t IA'A ..C(E • / kt tr .t _ in t• r.a 11 °S�i-./ sil i ltA7Cr , ° ll l A:a• 1 .' r .'..1.. y J,wy/ hlti _ _ _—.__._ _ 1 • •tv ..i iv • See % [K. 1 M1 l it i M1 y I 1.t. I a,. *. A t _ - } - ' r_ .. . .a' r •. - .•;�+ a 4 ivy - ',i> - b. M1 . . . . .... ` - .. e-e 1 Stationing : N/A LLoc4ion : Southwest corner of the site , looking northeasterly Description of Work : Existing conditions " yid Itei n W 'srk : N/A Photo taken by : Steven Lange ( Engineering Tech IV) Page 2 of 8 R:\Proc-CFP-Dev-Lange\Corr\3914 Michigan Avenue\RS1 - MR1 -5\10-24-18 Project Photos.doc Date : October 24 , 2018 Project Photographs — 3914 Michigan Avenue Existing Site Conditions for MR# 1 to MR#5 riff _i _ ) � ' I.y . �� � - ID L A f' t'• '� • • 7 ." 4. 1.. `iv& ' " _.• .-•••--.wile: g.g _I w 0,-. .fr Clirl e 1r • it j 4 - : miO4. l .1 : � {1 . L l - 4 --.1 .-.10F l t4 of r ,,.�.•� =r s ' C xv � �.. .-. ._...v_—s:.ic.--..;:.---za er-. - - - -, . r I F I s r.. 's- - - w r _ _ INKL . �` .T i ; -i S.e YF ].P .. ^.A .., jJ1 -Ir .1� r 4y .. SS +4' . f I1r , � 1�� j f 1+a• r• }`#;}-;Lr�� ; r ` �.�Yf .�4 JRr+ • Ji rr R� - - 1 - � . I (Z p :. ' w r `r? i t C .a_ f �,R Tor •e I il ra /• Q .-a. .;'.�,P 1 -''. - 4 T - '�4 r • r1 -r Y+--,,A, s 4„wet: • N., , S trgm 4 a r •r • -ice_ _ 1 CI •.i x2npa' r+ � yyyyo-' cyy r�. I � 1 rer J1'J 4 'x�'-✓1^4 F'.'-f YT r r -3 FR , ♦ tea\ ' ,,,. .,. . � .. ... _ . Stationing : N/A Location : Southeast corner of the site , looking north Description of Work: Existing conditions Bid Item Work : N/A Photo taken by : Steven Lange ( Engineering Tech IV) Page 3 of 8 R:\Proc-CFP-Dev-Lange\Corr\3914 Michigan Avenue\RS1 - MR1 -5\10-24-18 Project Photos . doc Date : October 24 , 2018 Project Photographs — 3914 Michigan Avenue Existing Site Conditions for MR# 1 to MR#5 cr ti= ::v''V �R4CKIl�GE PARK6UAY . • ~- �it; v , . „ ay sr iT. w ..a- _ 0. .A_ s hi C% ti .. v .i i .a yj i ,., 7 3 i I ! , 1 1 :.f� f - r. n H j - Y��rl � "3K r j 4 3 ` Y — mt7 v} �1l ii ,ni .., ` f . , , - , i ` , el Sr 1.1w1 s i« 0 i 10 Vi1 wlc. ».. - :t. ,, 1 1, ii / � :`ten i t " . . "' < .. " : '�' _ I 7q 1 ' i .AJ� f - _ - Y -_-- ✓< - - M. 1 11 l 1 .. _ • - - • . .,i , Stationing : N/A Location : Southeast corner of the site , looking north Description of Work: Existing conditions aid Otero Work: N/A Philo taken by : Steven Lange ( Engineering Tech IV) Page 4 of 8 R:1Proc-CFP-Dev-Lange\Corr13914 Michigan Avenue\RS1 - MR1 -5\10-24-18 Project Photos . doc Date : October 24 , 2018 Project Photographs e 3914 Michigan Avenue Existing Site Conditions for IVIR# 1 to MR#5 ..,-, . i; < \ .rr ' '`'r It' r re- C. 1 : • a "1 , -i .� I' 1 �- . Y1 .. - a- - I . v.sibl- atavism � 1 f _ A F: rt- ti t p 1,,, t V \ ( r V • • y�1 f i1 1 .1 ' 'cT • .- ••},� . 5 { .•, it -•i ry " *� ..'u I'r. ( .' ? L {1`. '`r _ -. • ''tea s •r - _ ' t t J .✓� •, — _ -- - - -.-a - -.-._ r r i . *- i ■ L Cl T { : 6f• . ' ��pjY l` -fY >. y - Tye-, r r - _ 1c1))rl...s 'a'c'i.t .`, q -(f ft . .,/,tom`' y f n! _ _ �.. SJj. - . I' . M{ .fit,., r _y,: yam . . - • Stationing : N/A Location : Northeast corner of the site , looking west Description of Work: Existing conditions Bid Item Work: N/A Photo taken by : Steven Large ( Engineering Tech IV) Page 5 of 8 os. doc R:1Proc-CFP-Dev-Lange\Corr\3914 Michigan Avenue\RS1 - MR1 -5\10-24-18 Project Phot I Date : October 24 , 2018 Project Photographs -• 3914 Michigan Avenue Existing Site Conditions for MR# 1 to MR#5 I, ... �'_f- 1- _ - J L: r f _ .f / l • r - __ __-_-� -* ____ �_-- - _ _ a .N, i-- r , . - --__ 6 Mr III pi: ' II MI s . 1 rfr/,,r -� -ter •Rrt ^� Zs� hf.--!Y r•-- 1 . _ , (r ? Ck t4 trir,ca at' j n N`> .1: 1 a T. ` C. r' •fit ` % i• i y ( / 1 '- . . ' , yam, �• tss t. n � J / y N S I i r� R i rr Stationing : N/A Location : Northeast corner of the site , looking west Description of Work : Existing conditions — Retaining Wall close to property line . Bid Item Work: N/A Photo taken by : Steven Lange ( Engineering Tech IV) Page 6of8 R:\Proc-CFP-Dev-Lange\Corr\3914 Michigan Avenue\RS1 - MR1 -5\10-24-18 Project Photos. doc Date : October 24 , 2013 Project Photographs — 3914 Michigan Avenue Existing Site Conditions for MR# 1 to MR#5 y Yy A 111L IN la If _ _ YY , }i Aosith 1 . .. , r ` e C LI4 <; � S 1pp 2 K! i� F L .�, i1� sy".. .. ! .' S• f 1 , s - r va�itr � L c �+ `. 7- , r am' s rdS 4 _ 'if • 14 , 4 I4: •c r hL Jf t le AF ', .1 le' -' —i: ' ? 1.. r ei , r .. i Stationing : N/A Location : Northwest corner of the site , looking south Description of Work: Existing conditions Bid Item Work : N/A Photo taken by : Steven Lange ( Engineering Tech IV) Page 7 of 8 R:1Proc-CFP-Dev-LangelCorr13914 Michigan Avenue\RS1 - MR1 -5\10-24-18 Project Photos , doc Date : October 24 , 2018 Project Photographs e 3914 Michigan Avenue Existing Site Conditions for MR# 1 to MR#5 b 47 , � _ 3 it 1 ` �_ / ,,� ( mg 11 - t .- Js -1a - ll K 1 ti, fit ^�.. h. *� r': -^� t {.yyr - �- y,.. i. . - 1 L j3 ,� 11 1 �. yy�.yifi}?S �V��✓ % jr.(' .ni 'd 5:a44 .1 I- :- f. 1 1 I F 'r" ill Jr . ` - - '/ {� ]W� I. ''[[tr f 1 ��f�K,� _,T � ` , S.. tI 4V •f t }_ diZ a1 • ATV , :. ' _ x It . till e "" r 1• _ _ - -- ti - .. a- Z • �:, _ 1. .. - _ Stationing : N/A Location : Midpoint of the site , looking southeasterly Description of Work: Existing conditions Bid Item Work : N/A Photo taken by : Steven Lange ( Engineering Tech IV) Page 8 of 8 R:\Proc-CFP-Dev-Lange\Corr13914 Michigan Avenue\RS1 - MR1 -5\10-24- 18 Project Photos.doc / /// I � s os z 5/13,1i 1 //,/ 1j 1 I, 6 9 /, 0)`2� � I •`• •NI 5 41 1 I G£Z'n .Z9£- 11 'I -- I (� V. 70 E ,0'9'nNl 6S £ AL£# \ O� � \\- elov yc.3- ' \ \ \ 7. /1) .4 e% I 4/ r' 09gSff [,,, _.... _,/ 7 \\ .11 \\)( L „. — /T--- I ZtinN 1 L 1 I, I S I I A I ti 95 1 1 41 \N Z t 6� 1 I VARIES(SEE CONTRACT) VARIES(SEE CONTRACT) GROOMED DRIVEWAY '. FINISH MP.) ENTRANCE OROOMEO (SEE NOTE 1) ` 318"(IN)EXPANSION JOINT(TYP-)' (SEE NOTE 1l /- SIDEWALK FINISH(lYP) i CEMENT CONC.PEDESTRIAN CURB(rYP.) SEE STANDARD PLAN F•30.10 ..) \\ \ \\� r//1? (TYP_) .j/ ~�I (WHEN SPECIFIED IN CONTRACT)- I ���,� \ I SEE STANDARD PLAN F-10.12 / \� ./j CEMENT CONCRETE 'IE (IN)EXPANSION JOINT r CEMENT CONC.SIDEWALK SIDEWALK I. i / (TYP.)-SEE STANDARD i 3"(IN)(T .) PLAN F-30.10 / ! \�� �\� \ �� (TYPJ fir_ MATCH SIDEWALK WIDTH I \ \ \\ N. (SEE CONTRACT) �i / t----- ( \\\��\ / II / 1-7`_i 1 �.�J(SEE CONTRACT)f \\../..---/ // • N\ \���\. \\ .-----::: 0 1 __ TAP SWAY DRIVEWAY ENTRANCE 4 TAPER(TYP.) SIDE SLOPE(TYP.) al CEMENT CONCRETE CURB J g_p^ 2'-6" pt_AN VIEW 411111 PLAN VIEW CEIfi CURB AND CONCRETE AND GUTTER(SEE NOTE 3) m p.) 1 (TYP.) TYPE 1 GUTTER NOTES TYPE 2 (SEE NOSE 3} construct a Full depth 1/2"(IN)LIP BETWEEN 1. When the driveway width exceeds 15'(ft), ROADWAY GUTTER VARIES 15'MAX.(SEE NOTE 6) expansion joint with 3/8"(in)joint filler along the driveway centerline AND CURB,OR SEE 15'MAX,(SEE NOTE 6) See Standard Plan F-30.10•Construct expansion joints parallel CONTRACT PLANS {TYP) (SEE CONTRACT} P 1 with the centerline as required at 15'(ft) maximum spacing when (SEE CONTRACT) (SEE CONTRACT) GRADE _ t GRADE ` GRADE BREAK a DEPRESSED CURB AND BREAK GR c driveway widths exceed 30'(ft). ter(IN)R (TYP) .7 ** BREAK NOT STEEPER THAN I (SEE NOTE 3) ROAD GRADE / iI 2. See Standard Plan P-3D.10 for sidewalk details. m 3. Curb and Gutter Shown;See the and at Plans for the :., •, • _ GUTTER( PEDESTRIAN RAMP curb design specified. See Standard Plan F-10.12 for IAN RAMP o Curb Details- DRIVEWAY / SIDEWALK DRIVEWAY RAMP PEDESTRIAN Eo (SEE NOTE 7)CEMENT CONCRETE 3/8"(IN)EXPANSION JOINT(TYP)- 4. Avoid placing drainage structures,junction boxes SIDEWALK(TYP.) v SECTION O SEE STANDARD PLAN F-30.10or other obstructions in front of driveway entrances. 3/8"(IN)EXPANSION JOINT(TYP•)" SECTION O SEE STANDARD PLAN F-3.)- L' LIP BETWEEN 5. Where"GRADE BREAK'is called out,the entire length of the ROADWAY GUTTER planes shall be flush. LEGEND AND CURB(OR SEE line between the two adjacent surface (SEE CONTRACT) p �� SLOPE IN EITHER DIRECTION (SEE CONTRACT) _ - CONTRACT) g• The Pedestrian Ram length is not required to exceed15 feet DEPRESSED CURB (unless otherwise shown in the Contract Plans).When app y g 1 5%O FLATTER RECOMMENDED FOR 1/2"(IN)R. d AND GUTTER the 15 foot max. length (measured from back of sidewalk)theGO`tT Z�'L (TYP) (SEE CONTRACT) io j (SEE NOTE 3) running slope of the pedestrian ramp is allowed to exceed 8.3%. * DESIGN/FORMWORK(2%MAXI 7 5°I°OR FLASTEF RECOMMENDED FOR :," 04'Ms& C�,�..--- Use a single constant slope from bottom of ramp to top of pESIGN/FORMWORK(8.3%MAX-) c* Aj'lf „A ramp to match into the sidewalk over a horizontal distance * * (SEE NOTES) 4 EwAY RAMP of 15 feet DRIV (lN)EXPANSION JOINT(TYP)- 11\. DRIVEWAY SEE STANDARD PLAN F-30.10 7. Beyond limits shown. Pay item does not include driveway. `'` 46 (SEE NOTE 7) See Contract Plans. ^CEMENT CONCRETE DRIVEWAY •%�4e,, o SECTION O ENTRANCE TYPE 2"PAY LIMITS �o .p 286eo e� \ 's ¢�I STAR O�� 10 CONTRACTION JOINT(TYP.) SEE STANDARD PLAN F-30.10 ."'sg7 aNA) ; J Z re "CEMENT CONCRETE DRIVEWAY FOR RAMP LENGTHS GREATER THAN I-0"PROVIDE ID ENTRANCE TYPE 1"PAY LIMITS CONTRACTION JOINT EQUALLY SPACED 4' 0"MIN OC- ' alter,Scott Jul}2 2R164;26 PM • ` DRIVEWAY _ �� /' CEMENT CONCRETE ( 14000, D An (SEE NOTE T) DRIVEWAY ENTRANCE .... �' 7 % TYPES 1, as 3, 0 • Ct.40DD CONCRETE STANDARD PLAN F-80.10-D4 PER STANDARD SPEC.8-06.3 = SHEET 1 OF 2 S}iEESS CL.4000 CONCRETE /�' PER STANDARD SPEC.8-06.3 j APPROVED FOR PUBLICATION i 9ea 70 IS 2016217 PM n� V / 8TME pESIGN ENGINEER -~� r � � ISOMETRIC VIEW Woohinylon Slots OON NGINnt of Tromportallon � �� TYPE 2 PAY LIMITS ISOMETRIC VIEW \- TYPE'I -PAY LIMITS "! ` f r, � . /7 Gi 4 ��1 ), lu.athiorb / / .c l ‘ -----' ill / in. —11 — / .., /11/ �¢►yas a L ,s gy1 lt� t2�1�� f ' ' is �Sd /'`_/ ', da 6'�d Ofl � , .,44- / /// .a. / . dal ! s / / f1 >/ ` "14 r SO ttGG-- e nit s 00100 MOgC1E1di6 00.4 •- „'y$y�'�v •f /� ,• wars►�Q Xi &toll CJ Awolleouts is N NSZ0 �� r - - dawallo � �„ r �►�d °_ """` 'f R - �� sl s d14 4 (///// / 1► 1 h ,a°3 �,��s� s n� �va� �+a 1 ° fl it3 vflri • � '$%tot i�the �`va �W ' i as ot4 ray • �„� Nx3► Inv- 4u _\e' 0.04611.1 os `E-011 --n u / 0 € s s�4. d� °° ) Ttf wCe ~ ��°0S� r sgyp} 4 g.4 ...Ve to e fl Pat = > �dMQd 0 $3Sns ict t k ;00000000 , 11,ssrAd Pi \ '� (I ?fiSa o ��y0 y o at" 11 � � °�s5s �_ t -aMtn t� s►ot�3ss� di ok iirfrOS JJf C? f k. ,spZ OLa. Sedri tNO ' lk. U°' ° SO 1 l \O � ��� 3 \ s .0,010 3as°� o-� ti� 00 sr v� - 3 1. • dd a °�sR �a°IS SOS st3 re �` , % ��� sire 1.7 s� Add tat ' ROO gSs1 % • . ems►°'a �a► �t� � d c� ��°��ss� °ss�t r ,�wooy °►5 ,�°yd ��. � � t� \ v05% .. .%".z ________\ ty300 I \it,.illi °skrar° tt c1;71 �,dis 3 s►y►1 Lei /I tst }S�olt z T( pL o£.0 0140- k �� S9SH0i•*1 d1S-OS L1 tyid� y�►dam ?y�dH ►} • we a {a 1 way a ayat� N •A ..9 i % r- r \ is \ \ { \ i l l to NOTE z tu ix STAPLE TOP TIE 1. Post shall have sufficient strength and durability co SELF-LOCKING TIE-NYLON 6/6(MIN.GRADE), STEEL T-BAR POST to support the fence through the life of the project m 50#MIN.TENSILE STRENGTH,UV STABILIZED in 2x2 WOOD POST -\ SELF-LOCKING TIE-NYLON 6/6(MIN.GRADE), 50#MIN.TENSILE STRENGTH,UV STABILIZED gFENCING Ra FENCING MATERIAL - a MATERIAL ' la 6'-0^MAX. -� [ VERTICAL POST ) 1 n. r + ]� ■fir . '__ • -�i�i�_i�ri��ir► — i—I 610*-2----. .,-... _ .0,11-= . ,-- rr11 r ... 71� ,� _ �rrfr/��il� 4rdIlY1'�it��r11iM1 — �'.�+iG+O��9������;......r - (2 / r!! i �. -++VA+ .� O-+-i��r+� y+��i:+sue+- ` {: ^�uI1 - ++ice►+- + - +�"-0-� martin �yrl�� tr!! -" -a--- +-- -r-- -+ -�'/ � eriltrr!rel-LL� K'---------i'e. �) il _ Ci Q�C Him M= �.. `:FCC -..� �vOcQ��\ D�'•ti�i� �.If111f�'>m'MI—me u C r W MI _m me I� I P - rtr/-r 0// / f 4I� cum iiii-.---- NM I' � uM� /fir,///j//1%//// 'mot tttttr=n>.,�. . NM- cm—MI IMMOn• —— N\ \ I � r ill ' i rim• _,.-.M.um PI pntilrlImL maim ,—J1 rl'wr<, __ !: to rr, - ELEVATION ' J_J,, MVI �M-_'� FENCE ON SLOPE yja� Vx\huh\��5. n\us.'\w�Ya��a�a�y�v_i__, / �. I t L. . ENVIRONMENTALLY 0 2'-0" c--- SENSITIVE AREA "v (DESIRABLE) BOUNDARY ELEVATION HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE MESH,AND SHALL BE --. UV RESISTANT,ORANGE COLOR `f`• j; -- D \�\r' \� r\r t ,w. .0407 M STATE OF v��/G �y% /� PROTECTED :VP/:0° - i�� - - �V�vQ WASHINGTON REGISTERED 1'-0"MIN. �\ �� AREAE:D` tANDSGAPE ARCHITECT (DEEPER FOR 4 % /�UNSTABLE SOIL) 4 / /t/ i QC/� w ��. /� /.//� 2x2 WOOD OR � MARK W. MAURER STEEL T-BAR POST air. ��r 7.0 . �61.0 CERTIFICATE NO.000598 .UL -; ��y %Lol /� I EUC TMIS MAWS NOTA LEGAL ENGEVFGQ�A5 DMA--,,>1%/%00! % ,. Neff Bffr.WREGOAdYCWrUM'E WECMF ThL,VMS!,13YMEENSMEII1Nm TYPICAL SECTION / 0 001%ooloo00 ""°` rArtc � nS KEPT ar osrn�nv�mAwav uOTAY sr���r 4 �. /r, /i %%j %Gjj / HIGH VISIBILITY FENCE y j/O jr� - WORK AREA STANDARD PLAN 1-10e10-01 E - SHEET 1 OF 1 SHEET ------4APPROVED FOR PUBLICATION /!//s Pasco Bakotich III 08-11-09 �je,�% STATE DESIGN ENGINEER DATE ISOMETRIC Waihlnpfon S}oh Department of Transportation I POST-SEE STD.SPEC.8-01.319)A -` NOTES ATTACH IN A MANNER THAT ASSURES FABRIC IS FIRMLY HELD BY THE BACKUP SUPPORT 1. Install the ends of the silt fence to point slightly upslope to prevent IN A WAY THAT REDUCES THE POTENTIAL 1sediment from flowing around the ends of the fence. FOR FABRIC TEARING err ,,. 1 2. Perform maintenance in accordance with Standard Specifications ��jj.• *�'. B-01.3(9)A and 8-01.3(15). 11t111 11, PN %i FASTENEVERYGEOTEXTILE TO fA ++ POST 8°(IN.)O.C. 3. Splices shall never be placed in low spots or sump locations. If BACKUP- •+pp ,. splices are located in low or sump areas,the fence may need to be SUPPORT 1i / 4iti ;, reinstalled unless the Project Engineer approves the installation, 1N111I11I��► '4 s '+' BACKFILLEO& II I +•++.+. 4%. 4. Install silt fencing parallel to mapped contour lines. COMPACTED 1111111U1I'• '•'•'•'+•' A3 b NATIVE SOIL nu,,... +• • 46 ? Iy .a.GEOTEXTILE ••0• :! ♦•�•��• ��+ � SELF-LOCKING TIE-NYLON 6/( (MIN.GRADE), / ' �d/-SEE NOTE 1 FLOyy nn. +•++•+•�♦♦♦� 120#MIN.TENSILE STRENGTH,UV STABILIZED / f" ''Ty . ,�s , , Jam. 1/'\�/\\may •-� •�.+t��+1� ,�j�� , 4 A 4 ;,' ii,„ 44- .4.-„..4.- / , - ...- sire ',/1/ / BURY GEOTEXTILE \,\ / •``' IN TRENCH 1 / i Z e,/. e ;� j ' �4 a i 'd) Q4o a^ l,- i t W'Q� 1�,Y rr i; ' 1 ✓ GEOTEXTILE FOR SILT FENCE-SEE STANDARD SPECIFICATION SECTION ' 9-312(11,TABLE 6 NOTE .::f• r PAGING DURING EXCAVATION,MINIMIZE DISTURBING THE GROUND �� 1000 i,: / 41f��($ BACKUP AROUND TRENCH A5 MUCH AS IS FEASIBLE,AND SMOOTH . ��� ; Q�NY" eo- POST — SUPPORT v, C4' -WOOD OR STEEL {TYPICAL) SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- �/�' �/RATING FLOWS,COMPACTION MUST BE ADEQUATE TO ;jam (TYPICAL) 1�t'; r; PREVENT UNDERCUTTING FLOWS. , i ime I TYPICAL INSTALLATION DETAIL ;• O. ,(STEEL POSTS SHOWN) _ ri ji.1141 ~ /-/ +I{ F INSTALL BACKUP SUPPORT FOR S � M to 5H GSTATE�ON !O ~�/ o - THE GEOTEXTILE-SEE STANDARD -t / 4 G3 REGISTERED ~' r �� A. LANDSCAPE ARCHITECT SPECIFICATION SECTION8.01.3(9)A '• . _ /, r Y:i"�� �,�" ,.:rr /' ANORA L.SALISBURY i;'r / �y o TYPICAL SILT FENCE t �1 CERTIFICATE NO.SBUR 00880 /• WITF{BACKUP SUPPORT /, � I rr�tG nRsctwrar+ornrcusveesrrKvoowa� j• QPo ISOMETRIC ''7-�� FABRIC ur.rnvrr�nramawcwae.m:.asawAwc eorrnrnnsevuxrcxwn z SEE NOTE 1 - (GEOTEXTILE) U!T0'2D1'01 "'".'.0 PTVI AATMEwNrworovemmo+vae* �� (STEEL POSTS SHOWN) (TYPICAL) 14MTCKDt TPUATATray.A.COPYVATnEOVAIVEDLAPvgEwultr. w SILT FENCE co WITH BACKUP SUPPORT }co STANDARD PLAN 1-30.10-02 g TO PREVENT SILT LADEN WATERD FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER SHEET 1 OF 1 SHEET FROM ESCAPING THROUGH THE FENCE AT THE OVERLAP. APPROVED FOR PUBLICATION o Pasco Bakotich III 3/22h3 SPLICE DETAIL AIM 8TATE DESIGN ENEINEEn DATE (STEEL POSTS SHOWN) VW Wo Wnpfon State Deportment of TrpnaportoFon CA POST-SEE STD. NOTES w SPEC.8-01.3(9)A g 1. Install the ends of the high visibility silt fence to point slightly upsiope m - to prevent sediment from flowing around the ends of the fence. _.__ + 4 ~�� m +,�.'•'A.T. 2. Perform maintenance in accordance with Standard Specifications } +:,•Oi�* 8-01.3(9)A and 8-01.3(15). g.co �/� �;� :�,: *.% 3. Splices shall never be placed in low spots or sump locations.If *WO FASTEN GEOTEXTILETO i :•�o+;�,++ ti (IN.) lices are located in low or sump areas,the fence may need to be • . POST EVERY 8' O.C.O.C, o •4.:4'`�g- reinstalled unless the Project Engineer approves the installation, 0+00+�:%i`+�44 ',ssl :...•o.• GEOTEXTILE ••r+.o�,'o; 4. Install silt fencing parallel to mapped contour lines. BACKFILLED 8 i1tI1tI • • ,Sy / 7. NOTE 1 COMPACTED0++ kr l t`Ej.NATNE SOIL 1.4. '1, "? i+�Z +i0++++�+;+�;.�+; �, SELF-LOCKING NG ILE-NYLON 6/6(MIN.GRADE), b o,� /4V 4. �•••4,74.+p• ,+ �� 120/#MIN.TENSILE STRENGTH,UV STABILIZED --% I .+�.J" AN.' _ 4+OJ+��.�00.� �jj o ' f /�xr. \����/\�/"F�/'/r F.`1 '', .'4 i �tiit * 43r+34+++A�• / 6 , BURY GEOItAIILE / ! ° ` rri•�+.`+�++•h�i•+�i•6'+ 4i °e Quo IN TRENCH •*:4sks ca. �++4. 0,.. r•-•4•+• /- r. • 4' Z �4> VA gib•stet.• GEOTEXTILE FOR HIGH VISIBILITY SILT FENCE e ; O i '•�•�O,+o ✓ COLOR-ORANGE-SEE STANDARD h; h! ►;O+:�•+,�,I.. ' SPECIFICATION SECTION l O�O•;l:•� 9-33.2(1),TABLE 8 f.+++�?�0,�.op� / P CI NOTE DURING EXCAVATION,MINIMIZE DISTURBING THE GROUND IW •;•0••'A••y' - 9. s, AROUND TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH 1+ :• +ra+•�'•4+•� ~-8• ' �' SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- j. +4��'•+.•�••�•'4•i't444+!�''• = !.4r Q�� RATING FLOWS.COMPACTION MUST BE ADEQUATE TO I*4,,.•�yd.;•,• •+4 - " el PREVENT UNDERCUTTING FLOWS. :I++�••''� --`~ ;;' TYPICAL INSTALLATION DETAIL /" (STEEL POSTS SHOWN) - r ,.�`' / 1 POST _ iw • + WOOD OR STEEL � r �i / ' 7� (TYPICAL) �17 �j STATE OF \ J L"/ V nV REGISTEREDIGTO SEE NOTE 1 J �„ TYPICAL WITHOUT VISIBIUTY SUPPORT PT FENCE �` '„r'n U LANDSCAPE ARCHITECT BACKUP p ISOMETRIC 111 , m% (STEEL POSTS SHOWN) ANDRA L.SALISBURY FASTEN GEOTEXTILE TO ,, CERTIFICATE NO.000860 POST EVERY 6"(IN.)O.C. ` '. I NOM SOMAS It SON LEW BYGAWEVODOcu. WA TAW ANETECD•'CIYSDIAnirA R Nf OASAAI.9VONrOffi'Yi 010WZIAAN4 FABRIC(GEOTEXTILE) ;, ' APPF'YFp4a'�"f'c IS'�raMR-SA7nsswAmalororam�¢xnma- woof rusrpoR?ARM A COPY WYSE WATED"Pori neme9r (TYPICAL)—`-------_. . fJ HIGH VISIBILITY SILT FENCE STANDARD PLAN I-30.17-00 SHEET 1 OF 1 SHEET _ SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE APPROVED FOR PUBLICATION FENCE AT THE OVERLAP.JOINING SECTIONS SHALL NOT BE PLACED IN LOW SPOTS OR IN SUMP LOCATIONS. Pasco Bakotich III 3/22(13 STATE DESIGN UNSNEER GATE SPLICE DETAIL 4W Washington Slots DoponmeM et Tranepot afeon (WOOD POSTS SHOWN) Wirr i g NOTES 0 1. Size the Below Inlet Grate Device(BIGD)for the storm water structure it u_ r will service. U 7, 2. The BIGD shall have a built-in high-flow relief system(overflow bypass). J m 3. The retrieval system must allow removal of the BIGD without spilling the gz collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). 5"MAX. DRAINAGE GRATE - r TRIM GRATE FRAME 1...._.____., 1 1` ‘- .�__ .I` JI ?d DRAINAGE GRATE ..1a -RECTANGULAR GRATE SHOWN M\ __— RETRIEVAL SYSTEM(TYP.) SEDIMENT AND DEBRIS - ; J ` ^' 1 � c C OVERFLOW BYPASS \\ y� --"� •• �� I v c� i 1 ,e ,, , BELOW INLET GRATE DEVICE Q10" , ,,..... %':.cam y ` ' '�- . , Oiys v .....__ brr- .... >................................... oI r FILTERED 0\) ''a/ J I1 } WATER /J ,,,4 j ` \ 4 1 • �' BELOW INLET GRATE DEVICE �a*, j OVERFLOW BYPASS(TYP.) n 1 /� s 1 G, 1 i , /� ri�,,v �7 (� WASHINGTON A 4V V�j REGISTERED STATE OF v n _L� A LANDSCAPE ARCHITECT MARK W, MAURER ISOMETRIC VIEW CERTIFICATE NO.000598 SECTION VIEW I„om Rai RAN r3NDTA fEVALEVONIERANV DOM I ve ravrANgECTRdAGDURMAT£THE 0.0RW.9d47 a'rT'FENOWERANO NTRovEDsoRPvaLIaa NOT TO SCALE aL K6,ON ALE AT THE wASIMOTav3TArEWARr- MENTOrTRAN$PDITATION.a d.7Y MAYBE DATA# UPON REQUEST. STORM DRAIN INLET PROTECTION STANDARD PLAN 1-40.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich III 09-20-07 STATE DESIGN ENGINEER DATE _ ' _Washington State Department of Transportation l OUTFLOW CHANNEL IS CONSTRUCTED BY EXCAVATION r f ti?— 6'-0"MIN. -f-- 0 1'(FT)DEPTH OVERFLOW _ -, o z I 11-1 / w I COMPACTED NATNE MATERIAL ��� / / // tL 1 p /�1 7 CONSTRUCTED BY EXCAVATION \Oc'// / 30'MIN.(TYP.) j- 2 I 2 — OR EMBANKMENT \ 1STING ROA _—leill,4:- 6/. /�/ r%// SEDIMENT TRAP BOTTOM + \ QUARRY SPALLS-1'(FT)DEPTH \ .�...1 _____-- CC - SEE STANDARD SPECIFICATION ^c r�} / f SECTION 9-13.1(5) \ y fr -r——\ ,, 0 f / - 1'(FT)OEPII-I OF 314"-1 112" r / / �"�� ~�'� COURSE AGGREGATE FOR / / / / / /� ' = PERMEABLE BALLAST(fYP.)-SEE PORTLAND CEMENT CONCRETE_ f PROVIDE GEOTEXTILE FOR SEPARATION- / / / / // / // ��� STANDARD SPECIFICATION SEE STANDARD SPECIFICATION-' SEE STANDARD SPECIFICATION / / / / a\`` SECTION 9-03.9(2) SECTION 9-33 SECTION 9.03.1(4) • / / `, \ 0 1'LT.)MIN_. SECTION A AS REQUIRED-100'(FT)MIN,EXCEPT - DEPTH(TYP.) +- 1� MAY BE REDUCED TO 50'(FT)MIN.FOR _ ��'Y'✓ r SITES WITH LESS THAN ONE ACRE OF EXPOSED SOIL f 18 _ r f \ QUARRY SPALLS- ~~ f PROVIDE FULL WIDTH OF /' 1'(FT)DEPTH PLACE CONSTRUCTION GEOTEXTILE FOR SOIL INGRESS/EGRESS AREA Inc._n ��-] a fl�,1I/f G 1 -1 ___STABILIZATION FROM THE EDGE OF THE EXISTING 15'(FT)MINIMUM I" Q (- 1UL U �.I1 • ROADWAY TO THE CONSTRUCTION ENTRANCE, c r��� OR AS DIRECTED BY THE ENGINEER SETTLNG r� V,- DISCHARGE TO STABILIZED D. J POND 1 IP60OMn1> i`� CONVEYANCE,OUTLET,OR ISOMETRIC VIEW r �r, LEVEL SPREADER i7/jr� 1r '` STABILIZED CONSTRUCTION ENTRANCE i` a I STABILIZED CONSTRUCTION ENTRANCE SHALL MEET THE REQUIREMENTS —�, I •)r'ir. ' Y ,0� OF STANDARD SPECIFICATION SECTION 8-01.3(7). ,I r� 0 Di�I A.J� -- 1 V—OVERFLOW CHANNEL LIMITS OF QUARRY SPALLS-(TYP) �'" - COARSE COMPOST J X PARTIAL PLAN VIEW OF BERM ^ SHOWN LARGER FOR CLARITY ' •/b\t'W/A /,// / f ��//'), '\ / I I [-- _ 2X6TA7'E OF SETTLING POND t 5'-0"MAX.HT.- WASHINGTON REGISTERED BERM OR PARTIAL OR LANDSCAPE ARCHITECT I 4'-0" 11' n.r�toi COMPLETE EXCAVATION u r=,<X=i'-0"FOR SLOPES 4H1V OR FLATTER (I'D :� �umtcraw>r� ! 'I X=1'-6"FOR SLOPES STEEPER THAN 4H-1V JULI DEE HARTWO LICENSE NO 1.22 y 3 . ... 1 —rDATE: 06-21-17 �• 2'-0"SETTLING DEPTH 11 MISCELLANEOUS 1'.-6"SEDIMENT STORAGE .// .�/A Av !t-/ '` x/,: , _ TYPICAL SECTION EROSION CONTROL DETAILS /��. COMPOST BERM DETAIL GROUND LINE ( U, j 1!/f � ,� STANDARD PLAN 1-80.10-02 �` 1 SHEET 1 OF 1 SHEET LONGITUDINAL SECTION TEMPORARY SILT FENCE � APPROVED FOR PUBLICATION NOTE OR COMPOST SOCK Cmpankr,Jcff PLACE GEOTEXTILE UNDER THE SPILLWAY AND SIDE SLOPES.PROVIDE A ea..o.fee,. pa Jul 15 20162:25 PM =....3 CONTINUOUS LAYER BETWEEN THE GRAVEL/ROCK AND THE NATIVE EARTHEN MATERIAL STATE DESIGN ENGINEER TEMPORARY SEDIMENT TRAP WO Washington State Omparlmonl of Tmmporiallon cti�'e{Conten�T°pies:�ta1... '�����'`�tinte�a , �a�'lecy'lmadcapiwgl241�S 'a�5�.1{�ortxess.wa�n n tail Quality and depth �� � •X Qua%� an tr1ent, �5.�3.post can�ma xo C��� �� infiltration; nutrient, including Water and pollutant � . �Q��-�� ter functions d transmission",replaces it with Jprovide important stormw nte,�loW Storage and and reel becon'e pollution se and Definition ol andi vegetationpollutant bigt'ilt-at,on-,water ay native soil and and transmission', landscapes this o ldl d pollutant Purpose Soil an pgllut t strips such d en and h°us (undisturbed) sediment development ctton5 lost,but landscaping rril andwhen de r tun other tan teetotally occurring adsorption', e}y lost Wh Wate and pollutant largely se important Storm fertilizers and litter. creased ent These functions are any roadside provides ri sediment, these use of pesticides, stapes p landscaping decomposition. Not only are that accompany ent landscape,for some decgmp Soil sod'surfaces due to tint pollutants development I minimal topsoil op s sutra wastes, and p coons in the post and minimizes I s erviau n generating p e concentration of pet eater stormWatet meat and habitation, chemicals,the regains greater development I ality d depth that result from owever I soil au nts and sediments prevention. ti establishingetat►on• pollutants through soil and and Water quality. ,� pollution occurring treatment of p reducing p naturally 'flow chemicals,thus tton ofa ement of stgrmWaterand forest I e as preserve biosglids, the , .�n� and Limitations is not the Sam roved on-site m Woody m n ene e I an g material, tidal to Applications and depth e imp composted d b I provide cgmp appropriate a essiv soil quality and depth Will p ost P be a ap d do not have an excessive ti minimum such as C°mp depth B quality materials and dap ti establishing a m soil a uality ve Soil conditions I minimumet the soil q fishing a m through numerousme soils improve tab used to es matter can be attained the Materials that imported top organic m It is important }t is imp Soil °tg Siduals' view}se, product re be established 3 percent.cover t° es greater than 3 p plant tines, on tdl soil slop ant practscable. ln any percent of clay considered infeasible e c soil to the ma�,mum e lot25l2o\s,gyp.k3 [his g�}lP can b off layer and native top . n Guideline Design undisturbed State,the � Reta►n, in an ® Soil retention. of 6 Caote�ti`cop‘cs��j°1"� � ����cttye( nt aaca����2°,�s not adjacent 1�oxt�es��'��pvlec``�� controlled area, sr d,o na a n to in a des�ge Bible. oCated into and tops°'1°1 t' to here su�aoe,'n°°rp • �4d� ,tb e dui IayeC other p° '°ns ° irnpe +�°u$te the doll°` �n9' 1°maker u���� the ed�� stra and Sofa organic rgan all andstockpile, beteapOed to oth not °over Soil Qer shall t��,sa�ctianorr�ple�.+°r`,dew° �3 �°' ing ren'Ove real,t4 be hat have no oleo ions 9 bed -the topsp1ld i menu ',�`r d and grading C ht in planting so' °� a►� critical a t as inag i fa gra shall,at p von, orp°Cation me are es°uro�'s andect cleaving fill or slope nt of AO*dry of the und1stobno inohes with so to public r yeas t in turf at as stru°rural Maher G°nteatch nJ the p it the'un&sted at least 4 Soil�ualr'�1- G,1'� °r eng�neeC rnrrr'urn°rgan�0 to g 0 ��re tree toots h°uld be��1e dra'nage la er Stith a m d a pN trorn es exoept he topsoil lad where lea � �topsoil n turd areas,�h of �Cght inches so is bel°�tstratCt�ed layers, the content depth Sub to avoid st rneetmg oonve a mrn1mue the or�ter�a• rial avo m nts• ha to me upper mate r;�o material nt reaurre e urng ° p,�,iith the neededoration°{the inches of orga oCgari�o content be met only ter$oxen, inoorp beds tith 2 at meet these meat rates can ales and Plan ogee'ratio lantang materials'that „ amend ells S carb°n to ntr 2uloh p d oretentkon C „ -appr°ve , .osol�ds°r Manure. nanur d ,cnp°s r other en P to o to a tv e e co tad content{or p 8� .�-� 30� p �5o fa�' d�0 /a g5a/a,aC` is na to sfoc3 V a the°rga�st Mppost art°r'also may! hav atter content° atbo l`f °�plan oomp°t�n that the o° e an°rganCo m in9s G°rnp°set ve, or e °ep t must als°have s g5:A for plant eetmg ca.) ab tixoeedrng the°°m51 �y be�S h1gh a °sted'materiae ents,and2a. 136ov'2 +cro OM C 3c�0 2 ra use of composted ratio rem h?3' at to r;�tr nowlands region. A the carbonSound be rrjetthr°U arb°°to nC arameers,to � 51,o1s,1fl 43 Ali e Puget.� t rates OM meet the -�estin9 p �°` the dmen ded to 22p 6, d amen aCren le Calculated 10 materials entrkied in dab b they organ. antlirn�ts id the G°ntamrn of6 nteractive,Contezatr'Topics/Vol... r�uq;2o� 5� l ess.v�ra•�°viecy fxnadcap: https1/itortr and Depth s listed below- l Soil Quality be established• methods \ Post Construction elation to using one of them 1. ,���s.1�: e of vegetation el by � soil should be conducive to the type above bused n be rr' 1 guidelines listedduring construction. The resulting oil quality design g compaction based I s retest from rates Options.. The ion and soil, and p calculated ® Implementation p slator at custom native vegetation "pre-approved" rates Leave undisturbed at defaultended `, soil either must also be am l site topsoil or sub soil m stem 2. Amend existing amendment. Stockpiled top rate or at a custom it riot to pianttng re-approved on tests of the soil and arr` lace p and rep either at a default p grading, uirements° Soil during g depth requirements, Stockpile existing top organic matter or 3. St meet the erg d torequirements. if needed th to meet the req th and organic calculated rate. d dep e dep organic content an meets th it mix of sufficient erg Same site. Soil that already 4. import topsoil portions of the ended used on different does not need to be am a be acted, one method may d is not pomp More than & Procedures and quality standards, ded in Guidelines matter q #ion Guidelines n Western to those recommended Manual for �lnspection/Verifica similar ent M /permit iar and procedures vraler Management guidelines pQE Storm Manual. di Planning/Permitting/Inspection/Verification lenning ed to adopt g 5.'l3 in W encouraged it and Depth gMP T dflSoil gMP governments are Soil Qual y soilsfarsa imon•Or f ti Local g enng at.. htt -.11www from For lmplem is available Such as resources documentcompaction, Washington.Thisretest from ruction and once established, p Maintenance, the end of construction toward quality and depth ® Establish sail q and �� A ti use, after installation 10/25I2 ' lo: large maGhrnery from erosion soil area n and mulch the amended Plant vegetation kot6 VIP T5.13: Post-Construction Soil Quality and Depth https://fortress.wa.gov/ecy/madcap/wq/2014SWMMWWinteractive/Content/Topics/Vol... • Leave plant debris or its equivalent on the soil surface to replenish organic matter. • Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than continuing to implement formerly established practices. Runoff Model Representation Areas meeting the design guidelines may be entered into approved runoff models as "Pasture" rather than "Lawn." Flow reduction credits can be taken in runoff modeling when BMP T5.13: Post-Construction Soil Quality and Depth is used as part of a dispersion design under the conditions described in: • BMP T5.10B: Downspout Dispersion Systems • BMP T5.11: Concentrated Flow Dispersion • BMP T5.12: Sheet Flow Dispersion • BMP T5.18: Reverse Slope Sidewalks • BMP T5.30: Full Dispersion (for public road projects) Figure V 5.3.3 Planting bed Cross-Section 2014 Figure V-5.3.3 pdf download 5 of6 10/25/2018, 10:43 AM MP T5.13:Post-Construction Soil Quality and Depth https://fortress.wa.gov/ecy/madcap/wq/2014SWMMWWinteractive/Content/Topics/Vo1... Washington State Department of Ecology 2012 Stormwater Management Manual for Western Washington, as Amended in December 2014(The 2014 SWMMWW) i of 6 10/25/2018, 10:43 AM meter active{�o»ten��Opl°s{Nola... his:{ffortxeSs.�'�a.g°vle�Y!madcap/w�qf�014sW � e �ntManagementthresholds, atEr Manag ate projects 0 .site Stoi�vw �Q feasible without causing �uxn Re�aixen'ent O ..site nce with the following 5.5 M 1 ent =� • accordance extent L1ixl Reif a em SMps tines runoff on-site to the do not have ent Maw seater Management ntrol d -Z•5� employ On-site Storm tat es and retain nt flow full s Shall emp disperse, u remable pavement,and Boil uatti Projects to infiltrate, urn Re d lists �� Mini perm nstruc ion Projects standards, an imPac accordance with t'2: n, rain gardens, n post l or Mp have flooding or erosion mpt�n acc S s m is ersion,if ding loresemust implement 8 Ftow flop trot exe confider b u pis e�p,�5 ,l ' gh e flow con standard,nor projects B as stars those pr�Mp.�y,108� Downs ectf qualifying performance wever,th or D►s ersion or QrO: the LID perf List#2.H° filtration o led Flow to achieve List#� °r t Full l ft1 . cent a if using ns o� .f 11. C dispersion T5,'10A, Q° and BLIP pe th; 8Mp Connections; and Stub- ut Perforated List#'I feasible. 5 shalt either # each type °f surface �n Thresholds #1 through s within Project T um Requirements Lsst#,l for all surfaces Rain Min from t use only 'm no Bring Management BNlps option can eten ion Projects triggering tint this P and or prof ter M projects selecting iltra °n Use On-site Stormwa lard. pha ter V� �In Stan a or he Si re entio ncMps as described in n with t tion 8 um e air me fiance se to use gioreten ce Standard. t 2 g Minim b Demonstrate comp eats in - . Projec They may choose the LID Performance uirem ch must meet the req Gardens. 49 atment F acittties to a through#g' •uiTelnonts#� Tr , ��mun�Re d and gMP-� 3� um Requirement#� aael'ln_ Requirement Minlrn efts Trio triggering ana ern nt- e•uixements for Pro Performance Slander 46 Ai #5-. On tormwater M watex ,�,anent 'Development P la{Zsf20X lo. #5 Fite Impact De`fe py Site Stoxm Lo l,� 'table t��'�'t t Type and L°�he VGA, or new Project parcel inside w development°n any P Sew of'1 :.5.5 Minimum Requirement#5:On-site Stormwater Management https://fortress.wa.gov/ecy/madcap/wq/2014SWMMWWinteractive/Content/Topics/Voiu... Project Type and Location Requirement development outside the UGA on a parcel less than 5 acres Post-Construction Soil Quality and Depth; or List#2 (applicant option). New development outside the UGA on a parcel of 5 acres or Low Impact Development Performance Standard and BMP T5.13: larger Post-Construction Soil Quality and Depth. Redevelopment on any parcel inside the UGA, or Low Impact Development Performance Standard and BMP T5.13: redevelopment outside the UGA on a parcel less than 5 Post-Construction Soil Quality and Depth; or List#2 (applicant acres option). Redevelopment outside the UGA on a parcel of 5 acres or Low Impact Development Performance Standard and BMP T5.13: larger Post-Construction Soil Quality and Depth. Note: This table refers to the Urban Growth Area (UGA) as designated under the Growth Management Act (GMA) (Chapter 36.70A RCW) of the State of Washington. If the Permittee is located in a county that is not subject to planning under the GMA, the city limits shall be used. Low Impact Development Performance Standard Stormwater discharges shall match developed discharge durations to pre-developed durations for the range of pre- developed discharge rates from 8% of the 2-year peak flow to 50% of the 2-year peak flow. Refer to the Standard Flow Control Requirement section in Minimum Requirement#7 for information about the assignment of the pre-developed condition. Project sites that must also meet minimum requirement#7 —flow control - must match flow durations between 8% of the 2-year flow through the full 50-year flow. List#1: On-site Stormwater Management BMPs for Projects Triggering Minimum Requirements #1 through #5 For each surface, consider the BMP's in the order listed for that type of surface. Use the first BMP that is considered feasible. No other On-site Stormwater Management BMP is necessary for that surface. Feasibility shall be determined by evaluation against: 1. Design criteria, limitations, and infeasibility criteria identified for each BMP in this manual; and 2. Competing Needs Criteria listed in Chapter V-5 - On-Site Stormwater Management. of 7 10/25/2018, 10:46 AM 1madcaptwgr201`�`'wMMwW tnteTa�irelC.ontex��`Copicsl`1o1n--- h�pS:llfortiess.wa•�ovlecY De th. Management and water Soil Quail p site Stoma Coon Requirement _• onstr� 3.;.5 M��urn ce with BM soaped areas accordance Systems in lawn and land oil Qualm and Depth t Full Infiltration Y . Post-Construction S °r oownspou Full 4is ersion+ P T ,30: SNIP Tc�,30: ce with BM with filtration accordance a minimum Rooms' accordance w t Full in acco have m►►r acco out s or Bi°retention facility must ha Dispersion in owns 1. F R i Garens with BMP Tg,10R= © Garden noon fac to it. accordance p T .�i4R� Rain in garden or bior 5l0 of the area draining acc° with$�er Boxes•The w which is at least Gardens in accordance n S stems Gard Downs t pis ersio �• Rain belts Swales and below the overflow out Lion P T5.10B• Connections Bioreten ected surface Stub-out Con •zontat ArOI accordance with BM led horizontal ion Systems ►n with BMP T5"10C. Perforated out Dispersion wr 3 Downspout Connections in accordance Perforated Stub-out B°n 4. P accordance �s ersion ts, or Rain Gardens in and with BMp T 5.30:full D. ales Su�aceS: men lion Cells dace area Other Hardin accordance w� g.15: Permeable BeMP T7 30: Biota protected P T dance w� imam horizontal,1y full hDispersionwith BM accordance in t� in accordance re�nti°n in must h a m Dispersion aVemen ens, or 8io ti°n facility rnu d Flow Disp 2.Permeable p Gard to it. or Concentrated Rain oreten with BNiI'Tr�`14R� en or b� 5�l0 o the area draining is ersions w� Boxes•The rain gals at least Ft. D planter which BMP Tg•12: Sheet e overflow with rsion. en#s #,� through # 9 accordance Dis Requirements of 7 below t ce w e acc° Concentrated flow Dispersion inTS � : Goncen eying Minimum 10:46 3 Sheet Flow with BMP Projects Triggering 1012512pt8' in accordance w mend BN�PS for P ter Manage - List 2. .5.5 Minimum Requirement#5: On-site Stormwater Management https://fortress.wa.gov/ecy/madcap/wq/2014SWMMWWinteractive/Content/Topics/Volu... For each surface, consider the BMPs in the order listed for that type of surface. Use the first BMP that is considered feasible. No other On-site Stormwater Management BMP is necessary for that surface. Feasibility shall be determined by evaluation against: • 1. Design criteria, limitations, and infeasibility criteria identified for each BMP in this manual; and 2. Competing Needs Criteria listed in Chapter V-5 - On-Site Stormwater Management. Lawn and landscaped areas: • Post-Construction Soil Quality and Depth in accordance with BMP T5.13: Post-Construction Soil Quality and Depth. Roofs: 1. Full Dispersion in accordance with BMP T5.30: Full Dispersion, or Downspout Full Infiltration Systems in accordance with BMP T5.10A: Downspout Full Infiltration. 2. Bioretention (See BMP T7.30: Bioretention Cells, Swales, and Planter Boxes) facilities that have a minimum horizontally projected surface area below the overflow which is at least 5% of the total surface area draining to it. 3. Downspout Dispersion Systems in accordance with BMP T5.10B: Downspout Dispersion Systems 4. Perforated Stub-out Connections in accordance with BMP T5.10C: Perforated Stub-out Connections Other Hard Surfaces: 1. Full Dispersion in accordance with BMP T5.30: Full Dispersion 2. Permeable pavement2 in accordance with BMP T5.15: Permeable Pavements of 7 10/25/2018, 10:46 AM • eiCon�en��o��cs1�'oiu'�' ,�,�winte�a�l� s.tl�o ess w °vlee�lt nie�p{v�'q1�p14S. _ hA thane a n►iri'mea draining to Planter Boxes) total su�ace a and 5��b a'� �ana�eTn�t S�a��rch is at least n xe sto, , ,acer ion pelts d Floes Dispersion ent 5. �� s, nor COnGentrate geauhe p,�, .3p; B►ore the overflow� �I�tn'�" p's l'�� a area belowOs ers+° ' lion B projected euac .Sheet stow p .She n 3.$ tatty pr t p�5.pis ersion hori�°n dance with Below characteristics°I it' Dispersion in accordance natural hydrologic Sheet flow e with gip 5 1 disruption of the in accordance duce the amount o or developrr`ent that re etc, increased ice Object`iVe outbuildings,distributed across a areas, damage. nt (o use practices es living p ntial darn development, 1 spaces, ote d de craw n Based he site d and industrial land resources- t Guidelines of septic 5ystem �t erosion an natural malnta'n Gut erciae Supplemental e flooding en settlem coma' related needed t° imiZe clad em residential, ater- ne ruin guppfen' is in earth m° in rend r and w r� °ws tS roust or erosion impa�rod ays� ea techniques to wale min►rnu developments streams. "Flooding irrupt lK d development e rnentt;h severe impacttionconcerning °ncem n s and on in lowland es.' nt velop ever s c oils, tie growth°n traditional w mp cover a tic algal g aces thatttf hydrologic cycl modeling and assumptions al vegetation c 1 resource degradation ed lViPs are\VOWdint insufficient Recent research indicates of the natural tinuoas Wolf m of their natural natural Mans ement oces "there{nd retain se gross d�sraptiplicat1°ns of c�reta►n the ma]o Q�der to avoid s g Stormwater natural resaces a stems cause vel applications Must c1e in On-site d their eNious surfaces sy o{ upon gross P watersheds 1 hydrologic cy d\I-5 3•� streams an itnize imp ,land bra s most beneficial uses, e natural t GontrOts,an and impacts to nt codes t°min I uses °i our to condition, and retains beset lion of the 1 Roo{downs °a disruptions a development beneficial heir verup dis in its natural con t ed in 111-e ant hydrologic on their importantly,to n,ainta'n tratersh Ps described vent signific changest impo'tan y s l0"46 IsNI The�' es to pre or oppo�unities to Mo rna]ority of a crodpla'n areas 14f212�ig� by themselves should look for st retention °�ariparian, and flo govern v gets of in all arming that targets connected wetlands,native Will require land eadwater Dear, e benefits of h of'� :.5.5 Minimum Requirement#5:On-site Stormwater Management https://fortress.wa.gov/ecy/madcap/wq/2014SW v1MWWinteractive/Content/Topics/Volu... Figure I-2.5.1 Flow Chart for Deteiniining LID MR#5 Requirements 2014 Figure I-2.5.1 pdf download Washington State Department of Ecology 2012 Stormwater Management Manual for Western Washington, as Amended in December 2014 (The 2014 SWMMWW). of 7 10/25/2018, 10:46 AM Y a Storm Water Minimum Requirements #1 to #5 x ENGINEERING DEPARTMENT _, , Steve Lange, Project Manager 904 6`''Street Anacortes,WA 98221 1891 4,-(;) p: 360-299-1983 S'1<!, C 01°. . stevel@cityofanacortes.org I wwtv.anacorteswa.gov Official Use Only: (information to Inspectors and Staff Members) Required Storm Water Facility and other related requirements: Lawns: BMP T5.13 Post Construction Soils—Need to verify Soils and provide inspections. Roofs: (Permanent Stormwater Facility— Private—Maintenance Agreement Required) BMP T5.14A Rain Garden— Design in Tab 6 Other Hard Surfaces:(Permanent Stormwater Facility—Private—Maintenance Agreement Required) BMP T5.14A Rain Garden— Design in Tab 6 Project Address:3914 Michigan Avenue Submittal Date: 12-07-2018 Parcel Number: P125824 Revision Number: 4 Permit Number: BLD-2018-0588 Acceptance Date (COA): 12-07-2018 Reviewer:5t•1►4 ge FRONT OF REPORT ! � Submittal Checklist: o TAB#1 through #5 - Drainage Analysis—Minimum Requirement#1 to#5 o APPENDIX 1 - Survey performed by a Professional Land Surveyor—Provided. o °zPP VDIX 2 - Coils Analysis (Volume 1 f h.-.r.+. r 3 1 1) o APPENDIX 3 -Model Soil Management Plan for BMP T5.13—Provided o APPENDIX 4 - Determining Construction Site Sediment Damage Potential (Appendix 7) - Provided o APPENDIX 5 - Site Plan with all applicable information (Minimum Size 11x17—30 scale) — On File o APPENDIX 6 - Documented Site Photos (North, South, East and West) —Provided. o APPENDIX 7 - Drainage BMP Facility Maintenance Covenant, if applicable. To be recorded prior to the Temporary Certificate of Occupancy, Certificate of Occupancy or Final Acceptance. — Working on Document with Engineering. Will record prior to terms listed. Project Description: (What is it you are looking to do?) Construct a 2,284 SF residential home on an 11.284 SF lot. The impervious area, which includes all new hard and replaced surfaces is 2,684 SF. Existing Site Conditions Summary: (Additionally, provide information on previous permits, if any, like Grade and Fill, Clear and Grade, topography, vegetation, drainage, Critical Areas adjacent to the site and how it may affect this project if soils are disturbed, Soils Type (Included in Soils Analysis Report), Erosion Problem Areas, Construction PhasinglSequence) The site is unimproved with no existing structures. The site is compacted rock over solid rock, therefore offering no infiltration potential. The site slope is relatively flat with the exception of the west boundary line that has a slope of approximately 20%. The site was manufactured in 2007 using shot rock from the Rock Ridge Phase 1 and 2 subdivision. There is minimal scrub vegetation that has grown up over the last 11-years, but nothing work keeping. There are no known critical areas adjacent to this property that would offer any concern by building on this property, or any Erosion problems by building on this site. Adjacent to the property to the east is Michigan Avenue that is paved asphalt and has curb, gutter and sidewalk that was constructed as part of the Rock Ridge Phase 1 and 2 Plat in approximately 2007. Adjacent to the property to the south is Rock Ridge Parkway that is paved asphalt and has curb, gutter and sidewalk that was constructed as part of the Rock Ridge Phase 1 and 2 Plat in approximately 2007. This property sits below the grade of the roadway since Rock Ridge Parkway has a slope of approximately 13%. Adjacent to the property to the west is a residential lot with a home constructed in approximately 2017. The slope between that property and this property is approximately 20%. Adjacent to the property to the north is a residential lot with a home construced in approximately 2007. This property sits approximately 4-feet to 6-feet below the elevation of my property with a retaining wall along the boundary line. Additionally, there is a public easement that has sanitary sewer and storm water conveyance pipes within the easement. This project was granted a Foundation Permit on Thursday, November 29, 2018. Minimum Requirement#2 was accepted and made part of this Foundation only Permit. Construction Sequencing: (Note: sequence may not fall in this order, but close) o installation of Erosion and Sedimentation BMP's. o installation of the footings and foundations. No excavation is needed since the footings will be placed on top of the existing compacted rock. o Construction of the home. o Connection of the utilities to the home. o Installation of MR#5 required BMP's o Backfill of site with BMP T5.15 Post Construction Soils, Landscaping, driveway, driveway access. See Appendix - Model Soil Management Plan for BMP T5.13 Provide the Infiltration Rates found during the rainy season: N/A Inch\Per Hour Site is compacted rock over solid rock. What was the depth of the ground water table? N/A Feet and Inches below existing grade (See completed Soils Analysis (Volume 1, Chapter 3.1.1) Site is compacted rock over solid rock. Site Sediment Transport Score: 5 Total Points (High\Low) (See Determining Construction Site Sediment Damage Potential (Appendix 7) Drainage Basin (2007 Storm Comp Plan —City website\publicworks\engineering\comprehensive plans): What Drainage Basin are you in? G8 Identify any downstream drainage issues (Storm Comp Plan: identified, yes if so, describe: Problem Area#13—Oakes Avenue and Georgia Avenue Problem:A natural depression exists on a parcel that will soon be developed. A pipe drains the depression to the north side of Oakes Avenue. Solution: Install a trash rack like that described for Area#5 to keep pipe inlet clear of debris. Response: The natural depression was filled in revising the natural drainage path for this parcel insofar as raising the elevation. The natural discharge is still at the same location. This issue has been resolved with development and does not affect this project. Problem Area #28—Kansas Avenue and West 6th Street Problem:A shallow manhole is located at the intersection. Solution: The City has preliminary plans for the new storm system in this area. The new system will divert existing flows to lllinios Avenue. The downstream system should be analyzed for capacity. Response: This problem does not offer a problem of capacity. it just identifies that the system has an issue and the City is looking to correct it in the future. No issue for this project. Complete the Applicability Requirements—Flow Chart (Figure I-2.4.1, Figure 1-2.4.2 and Figure I-2.5.1)) - Highlight the path and attach Done. See attached. DOE Stormwater Management Manual Minimum Requirements: (MR#1 to MR#5 only). Refer to the 2012 Department of Ecology Manual, as amended in 2014 for further required information. II. si2L. St art Here Jar Does the site have 35% Yes See Redevelopment Minimum or more of existing Requirements and Flow Chart impervious coverage? (Figure I-2,4.2). No Does the project convert 3/4 acres or more of vegetation to Does the project result in lawn or landscaped areas, or 5,000 square feet, or No convert 2.5 acres or more of greater, of new plus native vegetation to pasture? replaced hard surface area? \IN 0 Yes Yes Does the project result in 2,000 square feet, or greater, of new plus All Minimum Requirements replaced hard surface area? apply to the new and replaced hard surfaces and converted Yes No vegetation areas. Does the project have land Minimum Requirements #1 disturbing activities of 7,00041- through #5 apply to the new Yes square feet or greater? and replaced hard surfaces and the land disturbed. No Minimum Requirement#2 applies. Figure 1-2.4 Flow Chart for Determining Requirements for New Development DEPARTMENT OF Revised June2015 ECOLOGY Please see http_//www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. Does the project result in 2,000 square feet, or more, of new plus replaced hard surface area? OR Does the land disturbing activity total 7,000 square feet or greater? ®Yes No Minimum Requirements#1 through#5 apply to the new and replaced hard Minimum Requirement#2 applies. surfaces and the land disturbed. Next Question Does the project add 5,000 square feet or more of new hard surfaces? OR Convert 3/4 acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? Yes No s All Minimum Requirements apply Next Question Is this a road to the new hard surfaces and the related project? \No converted vegetation areas. V Yes Does the project add 5,000 square feet or more of new hard surfaces? Yes No Is the total of new plus replaced hard surfaces Do the new hard 5,000 square feet or more, surfaces add 50% or ® No additional o AND more to the existing requirements. does the value of the proposed improvements hard surfaces within - including interior improvements - exceed the project limits? 50% of the assessed value (or replacement value) of the existing site improvements? Yes All Minimum Requirements apply to the new and replaced hard surfaces and converted vegetation areas. Yes Figure 1-2.4.2 Flow Chart for Determining Requirements for Redevelopment DEPARTMENT OF Revised June 2015 ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. CI Does the project discharge to Flow Control Exempt Waters(per Minimum Requirement(MR)#7)? ®Yes REQUIRED: Implement the following BMPs No where feasible: ® BMP T5.13: Post-Construction Soil Quality - No(the and Depth Does the project project ® BMP T5.10A, B,or C: Downspout Full trigger only MRs#1 - triggered Infiltration, Downspout Dispersion #5? (Per Figure 3.2 or only MR#2) - Systems, or Perforated Stub-out Figure 3.3 in Appendix No additional Connections 1 of the 2013-2018 requirements ® BMP T5.11 or T5.12: Concentrated Flow WWA Phase II Permit Dispersion or Sheet Flow Dispersion & Phase I Permit). NOT REQUIRED:Achievement of the LID No(the project triggered Performance Standard.Applying the other Yes only MRs#1 -#9) BMPs in List#1 or List#2. V Is the project inside the UGA? Did the project developer choose to meet the LID Performance Standard? Ye$ V No Is the project on a parcel + ,No of 5 acres or larger? • REQUIRED: For each Did the project developer No Yes surface,consider the choose to meet the LID BMPs in the order Performance Standard? REQUIRED:Meet the LID listed in List#1 for that Performance Standard through type of surface. Use Yes the use of an BMP(s)in the the first BMP that is 2014 SWMMWW except for _ considered feasible. Yes No Rain Gardens (the use of Bioretention is acceptable). NOT REQUIRED: Achievement of the LID ® If the project can't meet the Performance Standard. REQUIRED: For each LID Performance Standard, it V surface, consider the BMPs must seek and be granted an REQUIRED: Meet the LID Performance in the order listed in List#2 exception/variance, e Standard through the use of any for that type BMP(s) in yp of surface. UseREQUIRED:ApplyBMP T5.13 the 2014 SWMMWW except for Rain Gardens the first BMP that is (the use of bioretention is acceptable). considered feasible. Post-Construction Soil Quality and Depth. REQUIRED for Projects Triggering MR#1-9*: NOT REQUIRED: Apply BMP T5.13 Post Construction Soil Achievement of the LID NOT REQUIRED:Applying the Quality and Depth. Performance Standard. BMPs in List#1 or List#2. NOT REQUIRED:Applying the BMPs in List #1 or List#2. *Recommended by Ecology for projects triggering MRs#1 -#5. i ►' r Figure I-2.5.1 Flow Chart for Determining LID MR #5 Requirements DEPARTMENT OF Revised June 2015 ECOLOGY Please see http://www.ecy.wa.gov/copyrighf.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. TAB 1 (MINIMUM REQUIREMENT #1) • 1-2.5.1 Minimum Requirement#1—Prepare a Stormwater Site Plan - 1.3—Preparation of a Stormwater Site Plan - 1.3.1—Stormwater Site Plans:Step-by-Step Note: The level of detail needed for each step depends upon the project size. Provide a narrative description of each step. • 1-3.1.1 Step 1-Site Analysis:Collect and Analyze Information on Existing Conditions Site analysis shall be submitted as part of the Existing Conditions Summary above. Part of the information in this step should be used to help prepare the Construction Stormwater Pollution Prevention Plan. Purpose of the Site Analysis is to provide for a Low Impact Development site design that is intended to compliment the predeveloped conditions of the site. The site is unimproved with no existing structures. The site is compacted rock over solid rock, therefore offering no infiltration potential. The site slope is relatively flat with the exception of the west boundary line that has a slope of approximately 20%. The site was manufactured in 2007 using shot rock from the Rock Ridge Phase 1 and 2 subdivision. There is minimal scrub vegetation that has grown up over the last 11-years, but nothing work keeping. There are no known critical areas adjacent to this property that would offer any concern by building on this property, or any Erosion problems by building on this site. Adjacent to the property to the east is Michigan Avenue that is paved asphalt and has curb, gutter and sidewalk that was constructed as pad of the Rock Ridge Phase 1 and 2 Plat in approximately 2007. Adjacent to the property to the south is Rock Ridge Parkway that is paved asphalt and has curb, gutter and sidewalk that was constructed as part of the Rock Ridge Phase 1 and 2 Plat in approximately 2007. This property sits below the grade of the roadway since Rock Ridge Parkway has a slope of approximately 13%. Adjacent to the property to the west is a residential lot with a home constructed in approximately 2017. The slope between that property and this property is approximately 20%. Adjacent to the property to the north is a residential lot with a home construced in approximately 2007. This property sits approximately 4-feet to 6-feet below the elevation of my property with a retaining wall along the boundary line. Additionally, there is a public easement that has sanitary sewer and storm water conveyance pipes within the easement. 1-3.1.2 Step 2- Prepare Preliminary Development Layout Based upon the analysis of existing site conditions, locate the buildings, roads, parking lots, landscaping features, on-site stormwater management BMP's, and preliminary location of stormwater treatment and retention/detention facilities for the proposed development. The site is compacted rock on top of solid rock. it is already to existing grade where the foundation will be poured directly on existing surface. The driveway will be located along Rock Ridge Parkway, which is the most logical location due to grades. The house layout took into consideration the slope along the westerly boundary and the easement location with utilities on the north boundary. For the sake of layout, there is enough room to provide a BMP along the easterly\northeasterly boundary. 1-3.1.3 Step 3 - Perform Off-site Analysis(at Local Agency's Option): Use additional Sheets, if necessary, Ecology recommends that local governments require an off-site analysis for projects that add 5,000 SF or more of new hard surfaces, or convert 3A acres of vegetation to lawn or landscape areas,or convert 2.5 acres of forested area to pasture. This project provides less than 5,000 SF of new hard surface, therefore the downstream analysis is not required. Having said that, this project does drain to a regional city owned and maintained detention facility. The original design allow for 2,500 SF for each parcel. This project falls under the 2,500 SF since 400 SF will sheetflow across the grass when complete. 1-3.1.4-Determine Applicable Minimum Requirements Establish project size thresholds for the application of Minimum Requirements to new development and redevelopment projects. Figures 2.4.1 and 2.4.2 provide the same thresholds in a flow chart format. Based on the preliminary layout, determine whether Minimum Requirements#1 through #5 apply to the project; or,whether Minimum Requirements#1 through #9 apply. Please note,that Minimum Requirement#1 through#5 may trigger additional Minimum Requirements, such as Flow Control. Both Flow Charts were completed since the site is solid rock and has 35% or more of existing impervious coverage. Based on the flow charts, Minimum Requirements 1 through 5 is required. Additionally, Flow Chart (1-2.5.1) was reviewed and it was determined that the project may be able to achieve the LID Performance Standard with a Bioinfiltration Swale, provided the right amount of area needed to install one. Otherwise, the project will use a BMP provided in List#1. 1-3.1.5 Step 5- Prepare a Permanent Stormwater Control Plan (Refer to this section of the Ecology Manual for requirements.) Project Minimum Requirements are #1 through #5. Based on the existing site conditions, the project will try to utilize: A) Lawn and Landscape: BMP T5.13 Post-Construction Soil Quality and Depth B) Roofs: BMP T5.14A Rain Garden C) Other Hard Surfaces: BMP T5. 14A Rain Garden All maintenance and specifications will be included in the report. 1-3.1.6 Step 6- Prepare a Construction Stormwater Pollution Prevention Plan (MR#2—13 Elements) Refer to Chapter 11-3—Planning for a detailed description of each element. See also attached Tables 4.1.1 (Source Control BMP's by SWPPP Element)and Table 4.2.1 (Runoff Conveyance and Treatment BMP's by SWPPP Element). See attached 13 Elements of a SWPPP, please complete and attached A Construction Storm Water Plan (MR#2) was completed for the Footing Only Permit, which was accepted by Steven Lange on November 29, 2018. 1-3.1.7 Step 7- Complete the stormwater site plan The Stormwater Site Plan encompasses the entire submittal to the Local Agency with drainage review authority. Refer to this section of the Manual for further clarification of each item and what is required. See below: • Project Overview- Done • Existing Conditions Summary- Done • Off-site Analysis Report- Done • Permanent Stormwater Control Plan- Done • Construction Stormwater Pollution Prevention Plan— Done • Special Reports and Studies— N/A • Other Permits— None • Operation and Maintenance Manual— Done • Declaration of Covenant for Privately Maintained Flow Control and Treatment Facilities. (See attached Drainage BMP Maintenance Covenant BMP Agreement)N/A. • Declaration of Covenant for Privately Maintained On-site Stormwater BMP's(See attached Drainage BMP Maintenance Covenant BMP Agreement) Working on Document with Engineering. Will record prior to terms listed. • Bond Quantities Worksheet, if applicable N/A 1-3.1.8 Step 8-Check Compliance with all Applicable Minimum Requirements A Stormwater Site Plan as designed and implemented should specifically fulfill all Minimum Requirements applicable to the project.The Stormwater Site Plan should be reviewed to check that these requirements are satisfied. The site plan will be modified to reflect the requirements of the Minimum Requirement 1 through 5 prior to the building permit being issued. TAB 2 (MINIMUM REQUIREMENT #2) ® 1-2.5.2 Minimum Requirement#2—Construction Stormwater Pollution Prevention Plan(SWAP) - Refer to the 13 Elements of the SWPP (Separate Document, complete and attach) - See attached Table 4.1.1 and Table 4.2.1 Attached to this application is a SWPP that was accepted by the Public Works Engineering Department, Steven Lange, for the Footing Only Permit This plan will be modified to meet the change in site conditions as construction moves forward. Table 4.1.1 Source Control BMP's by SWPPP Element Element#1 Element#2 Element#13 Element#5 Element#6 Element#9 Element#11 Element#12 Preserve Establish Protect Low BIAP or Element flame Stabilize Protect Control Maintain Manage the Vegetationi11ark Construction impact Soils Slopes Pollutants BM Ps Project Clearing Limits Access ., Development BMP C101: Preserving Natural Vegetation ✓ BMP C102:Buffer Zones ✓ ✓ Rlv1P C103:High Visibility Plastic or Metal s' Fence BMP C105: Stabilized Construction V i Entrance!Exit BMP C106: Wheel Wash ✓ BMP C107: Construction Road/Parking Area Stabilization ✓ d BMP C120:Temporary and Permanent ✓ ✓ Seeding BMP C121: Mulching ✓ V BMP C122: Nets and Blankets ✓ ✓ Bfv1P C123: Plastic Covering ✓ 1 i HBfv1P C124: Sodding ✓ BMP C125: Topsoiling!Composting ✓' BMP C126: Polyacrylamide for Soil Erosion Protection BMP C130: Surface Roughening ✓ ✓ BIM C131: Gradient Terraces ✓ ,/ SMP C140: Dust Control ✓ BMP C150: Materials On Hand ✓ ✓ BMP C151: Concrete Handling ✓ BMP C152: Sawcutting and Surfacing ✓ ' Pollution Prevention BMP C153: Material Delivery, Storage and ✓ Containment J BMP C154: Concrete Washout Area ✓ BMP CIGO: Certified Erosion and V ✓ Sediment Control Lead BMP C162:Scheduling ✓ 1 t _ Table 4.2.1 Runoff Conveyance and Treatment BMP's by SWPPP Element Element#1 Eiementtt2 Element#5 Element116 ElQrnent#2 Element 09 Element#11 Element#12 Elem�nt#i3 Preserve Establish Stabilize Protect Low 3f1P or Element flame Stabilize Protect Control Maintain Manage the Vegetation:P,lark Construction Soils Slopes Channels Pollutants BMPs Project Impact Clearing Limits Access _ arLd Outlets Develo ment BMP C101: Preserving Natural Vegetation V BMP C102:Buffer Zones ✓ ,� BMP C103:High Visibility Plastic or Metal I ✓ I ✓ Fence BMP C105: Stabilized Construction ✓ Entrance 1 Exit BP,1P C106: Wneel Wash ✓ BMP C107: Construction RoadlParking ✓ itrea Stabilization BliP C120:Temporary anti Permanent ✓ ✓ j Seeding BP,MP C121: Mulching ✓ ✓ I BMP C122: Nets and Blankets ✓ ✓ ,/ BMP C123: Plastic Covering ✓ j BMP C124: Sodding ✓ BMP C125: Topsolling lCornposting ✓ BMP C126: Polyacrylamide for Solt Erosion ✓ Protection BMP C130: Surface Roughening ✓ ✓ BP,1PC131: Gradient Terraces ✓ ✓ i BMP C140: Dust Control ✓ BMP C150; Materials On Hand BMP C151: Concrete Handling ,/ BMP C152: Sawcutting and Surfacing ✓ i Pollution Prevention BP,1P C153: Material Delivery,Storage and ✓ Containment BMPC154: Concrete Washout Area ✓ BMP C160: Certified Erosion and Sediment Control Lead V BMP C162:Scheduling i Planning, Community, & Economic Development Department PO Box 547, Anacortes, WA 98221 PH: 360.299.1984 13 Ellements *If S v'v PPP (Construction Stormwater Pollution-Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed on Pg, 236 of the 2014.Stormwater Management Manual for I' Western Washington (SWMMWW). A link is provided on the City of Anacortes website, under Planning, Community, & Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work's page. if ,t d� `` ��`;)i.Ft ��~y A c-id 13 t R�l3trl C.. Owner blame: � ,• `,� . Site Address: i ,� �t:i, Prepared By: t�.< \ \ c,� c. The Stormwater checklist or building permit determined that: - i The 13 elements must be addressed for 0 These elements must be addressed for construction activity adding under 2,000 construction activity adding 2,000 sq. ft. sq, ft. of hard surface area. or more of hard surface area. This means that an attached narrative and site plan are required with this document, Under each element. ex lain the best mane ernent ractices BMPs used or 'ustif reasonin for those that will not be used. If neededtnlease attach a narrative to further explain plans.or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits ry.,• Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. • U Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practical. 't'i",,[;?•. �t rrti."'•': •'•, !'S �-�' �.�4 �•st.-jI�� r t tv o (3 (A't f '\ F� {i'7 t d. s-t.ti} /C'1'^.a. s G'vk\\?k... \C\c � ... e;,1''t 1 1, Page 1of8 March, 2017 ff ELEMENT 2: Establish Construction Access it Limit construction vehicie.access and exit-CO one route, if possible. Et Stabilize access points with a pad of quarry spans, crushed rock, or other equivalent BMPs,to minimize tracking onto roads, i Y Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. t' If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary(ex: wet weather). Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. Conduct street washing only after sediment.is removed in.accordance with the above bullet. El."Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. `` r 'r i,�, a'c=,A '_l t-„1 C1\'�� `� '�"` t ?, ). t, . , -yyC`.. . ., ftl(til\ ��- • ��ii:ti ..t .� i�..•c r..•�? i ti�;-� `}`%t1Y� ',P cC'.),?,.�:. C. r t••. 1 c:k 4 �i) i t. _ .J„v{.{',. i f �r-11 t.. 1�4'� r x � ' `r ! t�R.•!(•�,.it� .( � '�-1(��y` �'`.'�� a'.,s-r:.. t. "� !•..( t },.``�:,�::,,c} I (10.0)''4:C.( se;i.:�'' (� 1, e_ `�" 4 V1 J, ,. �.)` ,1 , , V\ e 7) to ,4 t"f 1.1 ( ='� ('! G,�.{ 4 !r). '1 . ELEMENT 3: Control Flow Rates 'Q Protect properties and waterways downstream of deveiopment sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. 1 Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly. before constructing site improvement(e.g. impervious surfaces). E If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase: . s 1 , fi (.:•f`V_ V l' a2..�C) {•.? ( )e't<•;' r�i\ !.-t; �.+. 1 p, tl + � . !, .� ��`.}'�lfi'1�.�. A) 1 " ELEMENT 4: Install Sediment Controls Er Design, install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. Cr Construct sediment.control BMPs (sediment ponds, traps,filters, etc:) as one of the first steps in grading.These BMPs shall be functional before other land disturbing activities take place. Minimize sediment discharges from the site.The design, installation and maintenance of erosion and sediment controls must address factors such as the amount,frequency, intensity and duration of precipitation, the nature of resulting storrnwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. d Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an Page 2 of 8 March, 2017 infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment ,.removal BMP, but must meet the flow control performance standard in Element#3, bullet.#1. E Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. Provide and maintain natural buffers around surface.waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration. Er Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. ?.).v\ �C'c .l=�� <` c?. , 1.Se.,tk; i-v\ Co tr1\..r-.o e-(9. )( ! :4( 1,34 e' es •• q• {'G ``\,�' , �=" . �•.^,i?l y 11,.f_R`� -ly.-i.4 f'.'`�1 Lc) 06‘,AS: 6, ."f Vim .•„y+ fii`y!:„d,.. � i �i ?to i` •. � 4..'.^ti'Y`'�f '•\tt' i 1- \ 4, o �i ... 41 . ti q mil;.:• Lo ELEMENT 5: Stabilize Soils • i Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. Er- Control stormwater volume and velocity within the site to minimize soil erosion. t + [�- Control stormwater discharges, including both peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion, • Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season (May 1—Sept 30): 7 days o During the wet season (Oct 1—Apr 30): 2 days l I Er Stabilize soilsat the end of the shift before a holiday or weekend if needed based on the weather forecast. El? Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where �_possible, be located away from storm drain inlets, waterways, and drainage channels. r Minimize the amount of soil exposed during construction activity. Er Minimize the disturbance of steep slopes. 0 -Minimize soil compaction and, unless infeasible, preserve topsoil. EI O3LE`' j'F. 'i1,,1.. ��` ��f �' le''>>'i (` ( C. (AV.a\.- rep'S_ �; t 'r. , li ev 4-4.4 . �? � seceN ���r..y?•t1� 1,;.0�a lU(4 {/" e' `'( d':. � fly •. r Y�2 '�2t... ..[u�• ,; 4 g rr 4 ��YY "i fFF{� �t�. ,u /p c,,psawl� V ' A"1 �:i `\�� 'F,f� .4.�A i t% `l' A.C•trlf. e,, . p, S ( f4+;F yyK Pp ez-- :1 ,, �.Y� • 00 t s p t e s �._.e e �,�. �,q.� �.,�. ``;'t L• cf,. 7 � �l.°"9� i � �.� '�,$ .f t• ELEMENT 6: Protect Slopes L.i k-\1.: ►- � l��.ta e5,t E''F t1«.l° •; D' Design and construct cut-and-fill slopes in a manner to minimize erasion. Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (Ex: track walking). Page 3 of 8 March, 2017 0-''Divert off-site stormwater(run-on) or ground water away from slopes and disturbed areas with interceptor dikes, pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. C_I "At the top of slopes, collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10-minute time step from a Type 1A, 10-year, 24-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled.as "landscaped" area. o Where 15-minute time steps are available in an approved continuous runoff model, they may be used directly without a correction factor.. Er Place excavated material on the uphill side of trenches, consistent with safety and space considerations. El Place check dams at regular intervals within constructed channels that are cut down a slope. O Consider soil types and.its potential for erosion. O Stabilize soils on slopes, as specified in Element 5. Cl BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets: (''cf': ‘"‘'A [\ 6A> \ 4:1 k e b`Z'•A` 1 \,^ f} _ `-}it't) A' F ,x.' ?Furl .t t. �ti •-+ .t�-. Ar\-, 1.1'\ �111�`Z C� ...�°'e CA,t �'3 ;�► ck. I ;- \x-. § r`v r.. ^\ 16 l- I.A.,a C, ,A. t r 1 31- / ' -r - ELEINT 7: Protect Drain Inlets .12 Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. Oi Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). d Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. 0 Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. E Inlets should be inspected weekly at a minimum and daily during storm events. .t`) 41� � ti t�"�� ? rs, �,��i"('{a,,Y'N C�^ t, '�1 1 4 .4.._� .i,.. r..1 :h t +. ✓ € C, (, .'11 t . .Y\ ✓- 0Y\ \-c \() V- race- Lint 1't `'i ., .,r) t s "f+'`t � t• o:4-r ok.) e.t 111 or.r ,A \ Gii.�i �"4f_�1... 1 .i 0..} ! f:.c•; - � � ' 1` GL � `1 c :4 P S4 � s : t •<1 'C' •& t'� 1,,< 4jrY r? - `; t r ' 'f.' --}. 4 Ns Page-4 of 8 March, 2017 i I ELEMENT 8:Stabilize Channels and Outlets !I Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above, Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches at the outlets of all conveyance systems, �,• 'The best method for stabilizing channels is to completely line the channel with a blanket product first,then add check dams as necessary to function as an anchor and to slow the flow of water.1,0 t A.t t a �- 4,1 #!.1,, ,.2\ .'.`.t\' 41L :) �„ (`C)e,tG_ (: .i'',t Co oi\ It j 4 'e. 4` � ' . :' (at.,l � _ C) t"'.t:f,..�•' �:.•��.. ?`31ue,.� ') 1,vt y�>�f.('�'�•- rt 4: `('^H:. r' �� •.kk��r�t�•,:. ,tl:..�<.'; j +e: 41` ELEMENT 9; Control Pollutants -V Design, install, implement, and maintain effective pollution prevention measures.to.minimize he discharge of pollutants. Er Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest.tank within the containment structure, Double-walled tanks do not require additional secondary containment. 1 J Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill , incident. El'' Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland land application, or to the sanitary sewer, with local sewer district approval. Wheel wash or tire bath / wastewater should not include wastewater from concrete washout areas. Cr Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates ,.and procedures. Er Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources. The sources for this contamination include, but-are not limited to: bulk cement, cement kiln dust,fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping, and mixer washout waters. Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. Page 5 of 8 March, 2017 _ 1 it }}I! E Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the.State is • prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. O. Woody debris may be chopped and spread on site. LV Conduct oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, �I fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures, such as ! I� drip pans. D Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining, over the vehicle. �\ .i°\1•,,/l' y-r i% Y t�.e•.. ,t--e�.• t. Lc) t•e y'� (.1L`-r� � s), \ st°�; `Cs \� �- i+��� •4•yf.F�:'^.i'".A 2'.1,..'0'. l�r�-�'�. r . { iJ'/N l tl�tYy"f.l 3 et\ {.--^}�,l 4 I�t. S j�f�••t��%.` �+,4Ft "7' - f-� t ,^ ) !1 I " t i ` f I ELEMENT 10: Control De-Watering Ci' Discharge foundation, vault, and trench dewatering water, which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. is Discharge clean, non-turbid de-watering water, such as well-point ground water, to systems tributary to, or directly into surface waters of the State, as specified in Element 8, provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that "surface waters of the State" may exist on a construction site as well as off ;'site;for example, a creek running through a site. C Handle highly turbid or contaminated dewatering water separately from stormwater. ❑/ Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters, 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to.a ditch or swale for small volumes of localized dewatering. z. E' Construction equipment operation, clamshell digging, concrete tremie pour, or work inside a //cofferdam can create highly turbid or contaminated dewatering water. 1J Discharging sediment-laden (muddy)water into waters of the State likely constitutes a violation Page 6 of 8 March, 2017 of water quality standards for turbidity.The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. t.. ,. 't:)i,\ :'(t s\\-'\ �� t � ��c.:'}'• ''1'� r~ C.•. 'a Cr,t"4' �"\1'.? �;i_ti ?.,. C.�.k i \ 07. 6, \�1�`S.'` the(,.'•R r f j. {,' t c j i‘ t} I.r(r` .F....{`" kr.\.-o �i''o. �. }�,l.;R,, Z' +• t- r VI.,<• . t C`c c a•f.{ `Ft.; zi)v. �',<� i t:::f> : 4�.1:.� .F 1. �:.�,.'• ( Yjr i' 4. I:ti: t t1� e „ (, Y• } ! ELEMENT 11: Maintain BMPs Or Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications, as;Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Some temporary erosion and sediment control BMPs are biodegradable and designed to remain in place following construction such as compost socks. E( Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction. All BMPs that are to remain in place•following completion of construction shall be examined and placed in full,operating conditions. If sediment enters the BMPs during construction, it shall be removed.and the facility shall be•returned to the conditions specified in the construction documents, ." Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. r= t,, ,..:,, }. 's.5;:.;''. t lil i;\•: , \\.s` • t t\ ` 4 f\ � )i fT F 7 e`i\tom£�L.�'�' L'-'\ 4... �_� 't_• 4 \�\ 5 / S } ` iE. ,.:�� ,' is, r 1 �.• , °'s } ELEMENT 12: Manage the Project— Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL) for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. Management details starting on Pg, 250. D. Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. Cl inspection and monitoring—Inspect, maintain, and repair all BIVIPs as needed to assure continued performance of their intended function, • O Maintain, update, and implement the SWPPP. 0 rClearing and grading activities for developments shall be permitted only if conducted using an �' approved site development plan (e.g., subdivision approval). I.1 From Oct 1 through Apr 30, clearing, grading, and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: Page 7 of 8 March, 2017 Ir i I ' 1. Site conditions including existing vegetative coverage, slope, soil type, and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. fi 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance. The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. El The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. `.. _) \ ;.t:. 1 t,- 1 :''4t s .�... t 4._4_. i,. f>4 t.i� \ t�1�'•�i'i ti^�t, .. ]t 1 S �t !7 I.h v:l 4 i� Y M 1 'y } ^� ! a } _{....$.{- f 1f"'•F.VIA i.�e:�f`.,iS. �. (•r. .'�+L-J�•1�•- 1^}\�c'�. lr.I,14(''�t^'4�'; 44", iL :-'..;.. ..11 la„\4' .1. 6, 1.�..�! '''.I (d2 I''�, t •l {'.)e.(. l r1t i' ('=`,;-St (14.3, ! �F. ,.K S i1• t 1 t '{• /:._. 4 . Y �.:; ii t. tt- 1,'2`, 1 it :� � r. `N '1 j.. f.. '.' f ;2„,_ ` i ,tF 6�� 'its l { 3 i ) \, 1.. t r tPry ELEMENT'13: Protect Low impact Development BMPS D If implementing any bioretention facilities or rain gardens, see pg. 253 for requirements..47 11 ,v Applicant Signature Date Page 8 of 8 March, 2017 • 4. i oOO 1•�. '�. ♦ > 6.Lf • coo,. { 1'� �4� cm..., r` L.`'�Y+b�. G' +:'YY\Q\.tAl J�`•'L 3 'J tt'- : 1 .tt;r_} fei«l.^✓�'':K••••:..�� 1, S 7 !r 0 ., :� t`Y \' e`i' - .G t v�x+ti:'% � i U• � .a: t.: � � j G' vi,L�♦ i.j11rL=a.+`I. C� ti••`an' "� Y'., �� �:1�' i� l �1r�/".�: .. �.�•t+''�' .Y 1 ls .:.i n.ti y,.GI C 1 .......301:.N.a' I v^sue I I. \' 1' ' % rv'.i~ , rr~� C6c..ti^.��.} �+t� •�•tt�i r- _ 'a l i G. CG f� rv-.G 2 `. n n` ✓ +( �`:\� �17gwt� F sr F _ l , .1 .•" ^. '^ ^' u, ss J th i.tl fir` - iC�' a I •i. 'L et' L 1 f"`K. ' \ ia(.1/w!.• el-. : ✓ r cf.. ,.,. t y1„.rt 4.� + _. �'•n• ri1..� ,,; _ f �51 • I • . ..., I. LI`.t.t (7'6 `;.. :_fC.-' • b'. a k�.IIwI .-p,. - • . . W i r j a I i - -• — 2 ..... r ' . , .. „,.. .. .,..,,,. x a-., , . . . . ,ry - 4' u 1� • �✓ I Ca k ��G`�"`\ t ----- � w� I . 11 ? {P� :� ::ter\ I Q l 11l l I �,llb. 2 szilb 7 \ ., . -r;:i7 . I L.-- —-- ——_4_, _ _ .... c E RI h , ` �bQ �� S C { q—C� ef Q I t PA i'r�`� I I n + i_.,,\s.i,‘e., tYCL� �J y _ +? ± . ikui 11 ,bt ��T,� / VC }: I I jc 1,. 1 �,.. 11 S ' � � ^Jr f 0 ' scr f"`�'�-•V.�S G�.9 C i '• 11 �� _..._-- ;—� '.,i, '� i'7� ^'GIOJ`T `� M22'3Q SF Pa�1� ` k I , —'' r13 +�, i '' 1 nhirp , r^I/n tit 1 ,:vx,�r` iJ 1 _ Z+ Cc . �-^' a. - is7. t I . 1 , , L am , LIMP e w n iy Ubd Ti''� (H F it-St 1Ca1 , r1> I l' i s-,r+cn' . — [,4 a L L" i ,ra"'� !*i — I -1 �I 1 ! 1 3 L t Sf1 ,� 1 .. .. • ramien T• , I �' 7. I A�Ct 'FTeb � � � a w01 a. 1 :r+ Vitexcer .r.,ai-- 4a=j I. I I• GP L,:7.i^c^�\'Y el�^,bh':, v�l• \ 4sa: I �f• I _ _ I -0.. I f r — �I 654*- ga^—..1..Yi —:�AIWRj.-r-''J ^bABatL�• L f``.1�� ter___---TM-. a '{oVar...^- rr•1' tp + •-a '� } L, T{t� �liz.� D e Ine w e, ttt? 5 \ r. SCkiE: A - 4 � f t('Zi i.if.=' r"�` .: � Tr�i.\J ` Vo. UL.J l�I -- 1?G... ` t 1 tlrnJ i I: �• '� �i • ... ^. . ,r • SHEET: 4•4 _ . tom' . "`Skw- ,a..:�....".1C'�milThli,,i.,, <0'1,..,..• :t':1'' v +1.v:�t- • — • { t ph.L\w�. . _ -:irt:..'_VI�•,.�i\.lt�I1.. .. - - - •.«... ......c.c....-..-.........-.-n.mxoh+a-.n,. - A-4-:+'- TAB 3 (MINIMUM REQUIREMENT #3) • 1-2.5.3 Minimum Requirement#3—Source Control of Pollution All known, available and reasonable source control BMP's must be applied to all projects. Source control BMP's must be selected, designed, maintained according to the reference Ecology Manual. The intent of source control BMP's is to prevent stormwater from coming in contact with pollutants. They are a cost-effective means of reducing pollutants in stormwater, and,therefore, should be considered in all projects. The project will implement BMP's to minimize any sediment transfer during construction. During construction, the site will be under construction, therefore subject to some form of erosion and sedimentation transfer. The two BMP's to reduce and minimize pollution would be the BMP C105 Stabilized Construction Entrance\Exit and BMP C154 Concrete Washout Area. Otherwise the use of the BMP's identified in Table 4.1.1 for each element will be looked at when developing the Construction SWPPP. Additionally, the project will utilize a phased approach (BMP C162—Scheduling) Construction Sequencing: (Note: sequence may not fall in this order, but close) o Installation of Erosion and Sedimentation BMP's. o Installation of the footings and foundations. No excavation is needed since the footings will be placed on top of the existing compacted rock. o Construction of the home. o Connection of the utilities to the home. o installation of MR#5 required BMP's o Backfill of site with BMP T5.15 Post Construction Soils, Landscaping, driveway, driveway access. See Appendix Model Soil Management Plan for BMP T5.13 TAB 4 (MINIMUM REQUIREMENT #4) • Minimum Requirement#4-Preservation of Natural Drainage Systems and Outfalls Natural drainage patterns shall be maintained and discharges from the project shall occur at the natural location,to maximum extent practicable, The manner by which runoff is discharged from the project site must not cause a significant adverse impact to downstream receiving waters and down gradient properties. All outfalls require energy dissipation. The objective is to preserve and utilize drainage systems to the fullest extent because of the multiple stormwater benefits these systems provide; and to prevent erosion at the downstream of the discharge location. Refer to the reference manual for supplemental guidelines and additional information under this section. The site is manufactured with compacted rock over solid rock. This project will not disturb an subsurface flows. Due to the compacted rock, the site does not sheet flow. The discharge location is where the provided side storm stub is located. TAB 5 (MINIMUM REQUIREMENT#5) • Minimum Requirement#5— On-site Stormwater Management Project thresholds that trigger Minimum Requirements #1 through #5, shall utilize the On-site Stormwater Management BMP's from List#1 for all surfaces within each type of surface in List#1; or, Demonstrate compliance with the LID Performance Standard. Projects selecting this option cannot use Rain Gardens. They may choose to use Bioretention BMP's as described in Chapter V-7 — Infiltration and Bioretention Treatment Facilities to achieve the LID Performance Standard. Refer to this section of the reference Manual for all Feasibility or Infeasibility Criteria. Is this project Flow Control Exempt? (Yes\No) (See Appendix 1-E.: Flow Control-Exempt Surface Water). If yes, provide reasoning from the applicability section of 1-2.5.7 Minimum Requirement#7: Flow Control). If No, then the project triggers Minimum Requirement#7 (1-2.5.7) and possibly Minimum Requirement#8 (1-2.5.8). ® The project site must he drained by a conveyance system that is comprised entirely of manmade conveyance elements (e.g., pipes, ditches, outfall protection) and extends to the ordinary high water line of the exempt receiving water; and Response:As identified under 1-3.1.3 Step 3 (MR#1), the conveyance system is piped and ditches all the way to the bay. • The conveyance system between the project site and the exempt receiving water shall have sufficient hydraulic capacity to convey discharges from future build-out conditions (under current zoning) of the site, and the existing condition from non-project areas from which runoff is or will be collected; and Response: The 2007 Storm Drainage Comprehensive Plan did not identify any downstream issues when modeled by Gray and Osbourne. • Any erodible elements of the manmade conveyance system must be adequately stabilized to prevent erosion under the conditions noted above. Response: No issues identified downstream All sites are required to utilize BMP T5.13 — Post Construction Soil Quality and Depth. For each surface, consider the BMP's in the order listed for that type of surface. Use the first BMP that is considered feasible. No other on-site Stormwater Management BMP is necessary for that surface. Feasiblity shall be determined by evaluation against: 1. Design criteria, limitations and infeasiblity criteria identified for each BMP in this manual, and; 2. Competing needs criteria listed in Chapter V-5— On-site Stormwater Management. Lawn and Landscaped Area: • BMP T5.13: Post-Construction Soil Quality and Depth. (Attach Detail in Report) Refer to this site for requirements and specifications. All projects are required to utilize this BMP. http://www.soilsforsalmon.orglpdf/Soil BMP Manual.pdf See below for the "Model Soil Management Plan for BMP T5.13" to be submitted with Drainage Report and Application Material. See Appendix 3 for"Model Soil Management Plan"and "Building Soil— Guidelines and Resources for Implementing Soil Quality and Depth BMP T5.13" Roofs: (Provide feasible detail and maintenance and operations specifications in the report) 1. BMP T5.30: Full Dispersion Feasiblellnfeasible if infeasible, explain the criteria: Response: The site is under the 10% developed area, but the site is cleared and is not in a naturally vegetative state. Additionally, there is no preserved area to drain the site to. Or, T5.10A: Downspout Full Infiltration Feasiblellnfeasible if infeasible, explain the criteria: Response: The site is compacted rock on top of solid Rock and does not infiltrate as required under this BMP. 2. BMP T5.14A: Rain Gardens Feasible\Infeasible If infeasible, explain the criteria: There is nothing in the Applicability or Limitations sections that prohibits rain gardens in rock areas. Since the site is shot rock over solid rock, this project will need to construct a Rain Garden using a pond liner with an overflow to the storm stub. If the applicant elects, the Rain Garden can be engineered, making it a Biorention Cell with a Pond Liner. Both are Feasible. See attached Rain Garden Handbook for Western Washington. To determine this infeasible, the applicant will need to hire a Professional Geotechnical Engineer to make a determination. Or, BMP T7.30: Bioretention Cells, Swales, and Planter Boxes Feasible\Infeasible If infeasible, explain the criteria: See information under BMP T5.14A above. R T AR• Do Syr tems (= sibl Inf --o M P--,r5.4�—o�v+frtsLt�tsper�-�s��Ti�ea�e1,,,Teasfble If infeasible explain. the criteria• 4. BMP T5.10C: Perforated Stub out Connections FeasiblcUnf ciale If infeasible, explain the criteria: Other Hard Surfaces: (Provide feasible detail and maintenance and operations specifications in the report) 1. BMP T.5.30 Full Dispersion Feasiblevnfeasible If infeasible, explain the criteria: There are no preserved areas to sheet flow the runoff to. 2. BMP T5.15: Permeable Pavements Feasiblellnfeasible If infeasible, explain the criteria: The site is currently shot rock over solid rock, offering some permeability. Cut and Fill slopes do not allow for this. Or, BMP T.14.A: Rain Gardens Feasiblellnfeasible If infeasible, explain the criteria: Driveways and sidewalk can drain to the Rain Garden, if necessary. If infeasible, explain the critcria: 3. BMP-T5.12Sheet-€low-B spersion Feasi le\lnfcasib If-infeasible, expl in the criteFia: Or- BMP-Ta.1-: C cent;ated Fl, Dispersi n Feasiblellnfeasible If infeasible, explain the criteria: v w it/ 7 0/I Applicant Signature Date 1 I I 1 h Mulch ) s—nae_ Loose soil with - { visible dark 4n ti organic matter 1 t' •, sys____„,....) �< I / r // , / 4 �r , ,g� j Y y ,, Loose or fractured subsoil Reprinted from Guidelines and Resources For Implementing Soil Quality and Depth BMA T5.13 in WDOE Stormwater Management Manual for Western NOT TO SCALE Washington, 2010,Washington Organic Recycling Council iii' Ill_ Figure V-5.3.3 ligi. 1 Planting Bed Cross-Section Revised January 2016 DEPARTMENT OF ECOLOGY Please see http://www.ecy.wa.gav/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. BMP T5,13:Post-Construction Soil Quality and Depth https://fortress.wa.gov/ecyhnadcap/wq/2014SWMMWWurteractiv.. You ere here:2014 SWMMWW> Volume V-Runoff Treatment BMPs>Chapter V-5-On-Site Stormwater Management >BMP T5.13:Post-Construction Soil Quality and Depth 1 of 5 11/30/2018,5:26 PM BMP T5.13: Post-Construction Soil Quality and Depth https://fortress.wa.gov/ecy/madcap/wq/2014SWMMWWinteractiv... BMP T5.13° Post-Construction Soil Quality and ualit Depth Purpose and Definition Naturally occurring (undisturbed) soil and vegetation provide important stormwater functions including: water infiltration; nutrient, sediment, and pollutant adsorption; sediment and pollutant biofiltration; water intertlow storage and transmission; and pollutant decomposition. These functions are largely lost when development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only are these important stormwater functions lost, but such landscapes themselves become pollution generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and household/industrial chemicals, the concentration of pet wastes, and pollutants that accompany roadside litter. Establishing soil quality and depth regains greater stormwater functions in the post development landscape, provides increased treatment of pollutants and sediments that result from development and habitation, and minimizes the need for some landscaping chemicals, thus reducing pollution through prevention. Applications and Limitations Establishing a minimum soil quality and depth is not the same as preservation of naturally occurring soil and vegetation. However, establishing a minimum soil quality and depth will provide improved on-site management of stormwater flow and water quality. Soil organic matter can be attained through numerous materials such as compost, composted woody material, biosolids, and forest product residuals. It is important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to the plant cover to be established. Likewise, it is important that imported topsoils improve soil conditions and do not have an excessive percent of clay fines. This BMP can be considered infeasible on till soil slopes greater than 33 percent. Design Guidelines • Soil retention. Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. In any areas requiring grading remove and stockpile the duff layer and topsoil on site in a designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other portions of the site where feasible. • Soil quality. All areas subject to clearing and grading that have not been covered by 2 of 5 11/30/2018, 5:26 PM SMP T5.13:Post-Construction Soil Quality and Depth lntps://fortress.wa.gov/ecy/madcap/wql/2014SWMMW Winteractiv... R � impervious surface, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, demonstrate the following: • 1. A topsoil layer with a minimum organic matter content of 10% dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. 2. Mulch planting beds with 2 inches of organic material 3. Use compost and other materials that meet these organic content requirements: a. The organic content for"pre-approved" amendment rates can be met only using compost meeting the compost specification for BMP T7.30: Bioretention Cells, Swales, and Planter Boxes, with the exception that the compost may have up to 35% biosolids or manure. The compost must also have an organic matter content of 40% to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands region. b. Calculated amendment rates may be met through use of composted material meeting (a.) above; or other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the contaminant limits identified in Table 220-B, Testing Parameters, in WAC 173-350-220. The resulting soil should be conducive to the type of vegetation to be established. o Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below: 1. Leave undisturbed native vegetation and soil, and protect from compaction 3 of 5 11/30/2018, 5:26 PM BMP T5.13:Post-Construction Soil Quality and Depth https://fortress.wa.gov/ecy/madcap/wq/2014SWMMW Winteractiv... during construction. 2. Amend existing site topsoil or subsoil either at default "pre-approved" rates, or at custom calculated rates based on tests of the soil and amendment. 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be amended if needed to meet the organic matter or depth requirements, either at a default"pre-approved" rate or at a custom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the requirements. More than one method may be used on different portions of the same site. Soil that already meets the depth and organic matter quality standards, and is not compacted, does not need to be amended. Planning/Permitting/inspectionNerification Guidelines & Procedures Local governments are encouraged to adopt guidelines and procedures similar to those recommended in Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washington. This document is available at: http://www.soilsforsalmon.org/pdf/Soil BMP Manual.pdf Maintenance e Establish soil quality and depth toward the end of construction and once established, protect from compaction, such as from large machinery use, and from erosion. • Plant vegetation and mulch the amended soil area after installation. • Leave plant debris or its equivalent on the soil surface to replenish organic matter. • Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than continuing to implement formerly established practices. Runoff Model Representation Areas meeting the design guidelines may be entered into approved runoff models as "Pasture" rather than "Lawn." 4 of 5 11/30/2018,5:26 PM BMP T5.13: Post-Construction Soil Quality and Depth https://fortress.wa.gov/ecy/madcap/wq/2014SWMMWWinteractiv.,. Flow reduction credits can be taken in runoff modeling when BMP T5.13: Post-Construction Soil Quality and Depth is used as part of a dispersion design under the conditions described in: ® BMP T5.10B: Downspout Dispersion Systems ® BMP T5.11: Concentrated Flow Dispersion a BMP T5.12: Sheet Flow Dispersion • BMP T5.18: Reverse Slope Sidewalks • BMP T5.30: Full Dispersion (for public road projects) Figure V-5.3.3 Planting bed Cross-Section t 2014 Figure V 5.3.3 pdf download Washington State Department of Ecology 2012 Stormwater Management Manual for Western Washington, as Amended in December 2014(The 2014 SWMMWVI) 5 of 5 11/30/2018, 5:26 PM BMP T5.14A:Rain Gardens https://fortress.Ewa.gov/ecy/madcap/wq/2014SWMMWWinteractiv,.. BMP T5. 14A: Rain Gardens Purpose and Definition Land development projects may not be of sufficient size such that it is practical to construct engineered stormwater facilities for flow reduction and pollutant removal. However, the cumulative impact of smaller development projects on the natural hydrology and water quality of local waters can be significant. To reduce that cumulative impact, small projects (see 1-2.4 Applicability of the Minimum Requirements) must implement on-site stormwater management BMP's (See 1-2.5.5 Minimum Requirement#5: On-site Stormwater Management). Rain gardens are an on-site stormwater management BMP that can provide effective removal of many stormwater pollutants, and provide reductions in stormwater runoff quantity and surface runoff flow rates. Rain gardens are non-engineered, shallow, landscaped depressions with compost-amended soils and adapted plants. The depression ponds and temporarily stores stormwater runoff from adjacent areas. A portion of the influent stormwater passes through the amended soil profile and into the native soil beneath. Stormwater that exceeds the storage capacity is designed to overflow to an adjacent drainage system. Applications and Limitations Rain gardens are an on-site stormwater management BMP option for projects that have to comply with Minimum Requirements #1 -#5, but not Minimum Requirements#6 -#9. For projects electing to use List#1 of 1-2.5.5 Minimum Requirement#5: On-site Stormwater Management, rain gardens are to be used to the extent feasible for runoff from roofs and other hard surfaces unless a higher priority BMP is feasible. Infeasibility criteria for rain gardens are the same as for bioretention. Please see Bioretention infeasibility criteria in BMP T7.30: Bioretention Cells, Swales, and Planter Boxes. Although not required, Ecology recommends installation by a landscaping company with experience in rain garden construction. Rain gardens constructed with imported compost materials should not be used within one- quarter mile of phosphorus-sensitive waterbodies, Preliminary monitoring indicates that new rain gardens can add phosphorus to stormwater. Therefore, they should also not be used with an underdrain when the underdrain water would be routed to a phosphorus-sensitive receiving water. 2 of 3 12/1/2018,8:11 AM BMP T5.14A:Rain Gardens https://fo►tress.wa.gov/ecy/madcap/wq/2014SWMMWWinteractiv... 1 a. Design Guidelines Refer to the Rain Garden Handbook for Western Washington (2013) for rain garden specifications and construction guidance. For amending the native soil within the rain garden, Ecology recommends use of compost that meets the compost specification for bioretrention (see BMP T7.30: Bioretention Cells, Swales, and Planter Boxes). Compost that includes biosolids or manures shall not be used. For design on projects subject to 1-2.5.5 Minimum Requirement#5: On--site Stormwater Management, and choosing to use List#1 of that requirement, rain gardens shall have a horizontally projected surface area below the overflow which is at least 5% of the total impervious surface area draining to it. If lawn/landscape area will also be draining to the rain garden, Ecology recommends that the rain garden's horizontally projected surface area below the overflow be increased by 2% of the lawn/landscape area. Underdrains Ecology does not recommend the use of underdrains for rain gardens. Design and construction of an underdrain system likely requires professional expertise. Where a municipality intends to require or allow underdrained rain gardens in areas with initial infiltration rates between 0.3 and 0.6 inches per hour, the invert of the underdrain shall be 6 inches above the bottom of the aggregate bedding for the underdrain. A larger distance between the underdrain and the bottom of the aggregate bedding is desirable, but cannot be used to trigger infeasibility due to inadequate vertical separation to the seasonal high water table, bedrock, or other impermeable layer. Ecology recommends that the municipality establish standard design specifications and drawings. Maintenance Please refer to the Rain Garden Handbook for Western Washington (2013) for tips on mulching, watering, weeding, pruning, and soil management. The "Western Washington Low Impact Development(LID) Operation and Maintenance (O&M) Guidance Document" may be consulted for more detailed guidance. Washington State Department of Ecology 2012 Stormwater Management Manual for Western Washington, as Amended in December 2014 (The 2014 SWMMWWJ 3 of 3 12/1(2018, 8:11 AM December 3, 2018 Steve Lange, Project Manager Per your letter and findings, I propose the following solution to meet the requirements of: Roofs #2. Other Hard Surfaces #2. I will install when weather permits and prior to final inspection, a rain garden per the Rain Garden Handbook for Western Washington (2013). Both the roof and other hard surfaces will be directed into this rain garden with an outflow to the storm hub. It will be located in the vicinity of the Northeast corner which is currently the lowest spot on the lot and at least ten feet from the foundation. The square footage of the roof as impermeable is approximately 2100 and the other impermeable surfaces (concrete driveway)are approximately 400. Adding an additional 500 for any future impervious surfaces that may want to be added totals 3000 square feet. Per the Rain Garden Handbook: Total impervious surface 3000 Multiplied by 6% (.06) from the table provided. Total rain garden area at 6 or 12 inches of depth for region 1 rainfall is 180 square feet. This should remedy the two requirements listed above. Tomorrow morning I will bring in the model soil management plan for BMP T5.13 as well as the soils test results for the topsoil to be imported. Hopefully these items will meet the final requirement for stormwater management. Regards, Elliott Ward 1 py{� �) q 1 el 9 cra 4°'`, 4 ? CI .j ii, A. ' I a0C sa 99°A-G rCova r ti • ft )� y _ �'� � A. y / . .6- � '/ > 'tea/fig, l\ C6 _-gyp _cp' .. —_-i .� YsCX . v. Cc rLA"- cc: N \ .1 *. aA E .mot , __ . ^ -- - _z=—�. tee" %' Utk' �`°'` k,? ,,_ 416.) A\ Cal tee... v .fr Yo 5 1-o rvefa, 4&° _— ) tt Atero PC eva S‘'‘' f-A- 4 si 1/4 % e• ic,._rcun.."_ .. L 0 c et-A--C-ttA tA. e ii. ,e- /0 V% LOa'tiCa'� Crd. �' 'C �1,A � 0l `�%fA l/� 4 f L 1 Ovec , i) \GL NIN . 2 an . ii � $ °°c . , ' ` 4�LJ VV �f � �%r �- t, �(= +{� o- c o rc ; 0 tut t". 3 : t �� v� a t /f� t'-;,v-cr•3 Cv� �� v c-y3 w" 111 YY(�II///te-///"��I BMP T5.14A: Rain Gardens https://fort ess.wa.gov/ecy/madcap/wq/2014SWMMWWinteractiv... BMP T5. 14A: Rain Gardens Purpose and Definition Land development projects may not be of sufficient size such that it is practical to construct engineered stormwater facilities for flow reduction and pollutant removal. However, the cumulative impact of smaller development projects on the natural hydrology and water quality of local waters can be significant. To reduce that cumulative impact, small projects (see 1-2.4 Applicability of the Minimum Requirements) must implement on-site stormwater management BMP's (See 1-2.5.5 Minimum Requirement#5: On-site Stormwater Management). Rain gardens are an on-site stormwater management BMP that can provide effective removal of many stormwater pollutants, and provide reductions in stormwater runoff quantity and surface runoff flow rates. Rain gardens are non-engineered, shallow, landscaped depressions with compost-amended soils and adapted plants. The depression ponds and temporarily stores stormwater runoff from adjacent areas. A portion of the influent stormwater passes through the amended soil profile and into the native soil beneath. Stormwater that exceeds the storage capacity is designed to overflow to an adjacent drainage system. Applications and Limitations Rain gardens are an on-site stormwater management BMP option for projects that have to comply with Minimum Requirements #1 - #5, but not Minimum Requirements #6 - #9. For projects electing to use List #1 of 1-2.5.5 Minimum Requirement #5: On-site Stormwater Manqgement, rain gardens are to be used to the extent feasible for runoff from roofs and other hard surfaces unless a higher priority BMP is feasible. Infeasibility criteria for rain gardens are the same as for bioretention. Please see Bioretention infeasibility criteria in BMP T7.30: Bioretention Cells, Swales, and Planter Boxes. Although not required, Ecology recommends installation by a landscaping company with experience in rain garden construction. Rain gardens constructed with imported compost materials should not be used within one- quarter mile of phosphorus-sensitive waterbodies. Preliminary monitoring indicates that new rain gardens can add phosphorus to stormwater. Therefore, they should also not be used with an underdrain when the underdrain water would be routed to a phosphorus-sensitive receiving water. n/n/nn,f nlsd BMP T5,14A: Rain Gardens https://fortress.wa.gov/ecy/madcap/wq/2014SWMMWWinteractiv... Design Guidelines Refer to the Rain Garden Handbook for Western Washington (2013) for rain garden specifications and construction guidance. For amending the native soil within the rain garden, Ecology recommends use of compost that meets the compost specification for bioretrention (see BMP T7.30: Bioretention Cells, Swales, and Planter Boxes). Compost that includes biosolids or manures shall not be used. For design on projects subject to 1-2.5.5 Minimum Requirement #5: On-site Stormwater Management, and choosing to use List#1 of that requirement, rain gardens shall have a horizontally projected surface area below the overflow which is at least 5% of the total impervious surface area draining to it. If lawn/landscape area will also be draining to the rain garden, Ecology recommends that the rain garden's horizontally projected surface area below the overflow be increased by 2% of the lawn/landscape area. Underdrains Ecology does not recommend the use of underdrains for rain gardens. Design and construction of an underdrain system likely requires professional expertise. Where a municipality intends to require or allow underdrained rain gardens in areas with initial infiltration rates between 0.3 and 0.6 inches per hour, the invert of the underdrain shall be 6 inches above the bottom of the aggregate bedding for the underdrain. A larger distance between the underdrain and the bottom of the aggregate bedding is desirable, but cannot be used to trigger infeasibility due to inadequate vertical separation to the seasonal high water table, bedrock, or other impermeable layer. Ecology recommends that the municipality establish standard design specifications and drawings. Maintenance Please refer to the Rain Garden Handbook for Western Washington (2013) for tips on mulching, watering, weeding, pruning, and soil management. The "Western Washington Low Impact Development (LID) Operation and Maintenance (O&M) Guidance Document" may be consulted for more detailed guidance. Washington State Department of Ecology 2012 Stormwater Management Manual for Western Washington, as Amended in December 2014 (The 2014 SWMMWW) 1•A1 PT4 APPENDIX 1 — Survey performed by a Professional Land Surveyor DEDICATIONS: PLAT OF ROCK RIDGE SOUTH, PHASES t ea 2 AUDITOR'S CERTIFICATE 1„e�gpt ,fin ^� t��q rrk tt� Will /010Yr ALL PLR$%etS BY 7H��E' Fn£SENTS THAT iAocig B/'s SEC 2% T4 3- 3a-SUB e etr 443 Cf°'.Ull fllFO PC? t?EECaRa AT II-re REQU.T Cr $QMIJ;;Eh(GNZERS E: 5!.1R1VE TSRS, INC. P a b a t ,V ., awr^Y 1 ii}llI�7ttt"-Tr• ' ;ipf3f t • , P.A. C ROODS LyC. A wAS.67:J7CN ll1RNED 1140/1.77Y CAs.WANY, AS TO THE FaLOMNO PAR,' LS el TUiTLS . 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't. d J • • w ,f- UlSRTVLEti • +`� R`^ 11llL!'S 'sr 5nc� ' Of .vYe�'L 1t43t^HtInIC^t } � SLAa�\•,,, , .• f 10 '�f3.•. � .4'-'.• .t.Y!;r's'� •� •; ` w.• ••f •i•`•• y � Ja)'Cr:\1 ' F. pATEa: _ •w..,4 • ," rr •^ .C.�_ CCA1213Y OF tciti 1 n /A ..'t.�\ ., c' I. 14 • r.• •= • •• ' =v i.•. "' -: i HERESY CR11FY THAT I kNO* bR HAVE SATISFACTORY ENTFNCE THAT � ' airk,_A• ,(,;. Y Q 6-'L � � `/ 7. � rti !rOiri f •NJ rnifesTA or H •V.Ai> ' t- ,-,ciL, : is P lt-• YNO APPEAnD 5:xG9E G:, AND SAID PE tSON AQCNOLtEDSEJ THAT r E/SHtE .!Gti'�T THUS „f" 4 2 w °Y • t. , aL1 , DEVELOPER/OWNER; -•' urpaiwMiis9T • 'r`r' ; ;r.'.;•A�='L� tHSTRUMEHT. ON OATH S'tATCD 'OUT 8E/Fk•:E WAS AUTHORIZED if) MGM Da LN_GIRU24ENT AND t ci ' ...? , ` 1 ';'arity I u ATZ. �'Ji•'�:"�.•rto�.` ACKNCihLEOGED IT AS ,kc'�'cr'• VI A NtkNhtr OF . TO EE THE ►tit vJJ dk)3* T,IIt�c'� R3C.: RtD:.E tat k • :. • . - ft4L1t/,iiitty1 MO VOWNTMt ACT 43F £UO4 PA2M FOR Teti u5E5 At40 PURP.'u"E5 AIET11rCNE0 ^.i Fii;:' Ilt5TRU1dENI. �t\1lUUL4/G r- J f e1° Rate; R'^'l' S:Crot c ` : . '5L'1 Y11rFfR S C8R11FICd : VIA,.. „., p : p,., . V.A, P.G. EiCa !SSD wAllttir+LsTcr.! a:✓Lt:•�.- '� ` I...... .._-_. _ '' OATEOc , 'fi''. - „ J,ttCCRFc; iaASati&TCkN 4C2:r r L NSRE5YA72T.'Y THAT THE PLAT cite ,?OCR R/,;.� ::(AJ1N HIAS(.^S I NW R !$ BAD UPON Art lC�i( 4'3 `. Zoos yuu7ro�•. .p CAS2T33 '.ACTUAL ..SE Y AND S/OF'1RiSION Cr crrisON 26. TCYAJ57na'' ,15 NORTH, RANEE t EAST, Wu; AL4T - -, 4 ' •' t• it THE counts AND DISTANCES ARE SHOiSN CORRECTLY T iMEON, DM7 WE MONUMENTS NAY:: BEN \ j� z- •• Norw• ,,: =, .� A -T t S L+ & T�i •21' sa AHA mr. LOT AND TF.AGr CORri5RS ARE SE`T CORFirsa'r at AiE GROUND AND THAT I HAVE Q. • ' Ft-•O -_-+: *r q`_1� " G1 = SUMMIT ENGINEERS SURVEYORS ORS, INC. , '.1 •-. •- ...FULLY COLgIS igDi Dir PROVSME CP THE Orr CG Atac.ciRTL-S AND STATE OF wetsbuNCTON ~ •• " --cA: S7;kTV ,'yN0 PL.,tf C�N£JGU� �.t1TCl1S. c '� '•.1L°YV +t•• ` 2218 OLD HIGHWAY . SOUTH ROAD, 7.SiAAdT VERiUON, PdA. 982i i --`- c.7...... + / // NOTARY PUBLIC FCHt 7NE STAB£ t�F YLA.IIPJGFQN '/.Q.C�:• a�-•qO�� PHONE' (35G] •lib-ice FAX:yk-v"A) 418-2-049 'T ` h'Y,,`1� 1��`''' >• Ao,/pf, 6 FESILWCMIh O_ lIA�1.1_,i7ktf`YTr+Cj4 IEE7 1 OF 5 /�/`/✓I,� �iKG ti ESAtVL:YSK SI,i.iTAITcS.C/.Y7.i 1yV.i1 11. 'ram- Xrr4 P-LS. Q12IS9 imsr, . -- - _.-,_--_..-.__. .. . . �,.-.•.•-.a..••w..•r- - .-rr. o-c•^.___row-__... _._.- ..:.- _ . ..y.��.. • ED): FLAT OF ROCK Fie eE sSO�UTH wPHASERSE 1 4 mix 19, zit-v4. Decision k TO issue South Fc,UItMRY aL.ar pE,eMrr FIRR FINDINGS Q , ��'ar'� �a„�ad to d .eJartad rr ,t .r,a�t,. 7 t7 t4D 81/i+, SEC G'Yit, TWP ve%li , ROE U�y WA. , rmdings:tV fva. axt CmckS n:a of tart the Meartss P na..ny pinch" Is karst =Molted m Men v a• Haw a gra+rty wain *atom !a tbr-na.>'pan• r! Dnttaa+. .;'' .;, Aabanary Brat wean; Rtock Souda sua/acr ,to tap .Mtnkiy condition. (f4nates or Feet axis!' 1L 8a unstated m tee perimeter and snot* far sight suaembn, tor••ti;'aiTteao:rca (/.a. no grosses ',EOM. r1£SCRif'TFQTti. Ccockrtkknt of Low cacaos It "brad• s* 42. Inge' era .Rae c sly radon Osten as per Roth gs of Face ra WAihl7 amoTitnSaF, hebltat tid+c and o ;pa rmoagarr ant •:• . (PEq f IOQT 'A". :XCCA,O 53MOO StSN GUsa,NTTr, a2?CAOA DP.E cos/Maw - ramp DmKS(OIAy /]pt4'R Ho. and to dationo .of taw aumb,7 d3k (. 'SW haw, eafoty are (iS ar other'safety fa:neaa. a; (24) A ¢eosadary aces (W ovyh 6Mroy aoscnaat: at .wadgtlJ- `-profbF} o ash: Ja.arltet is IV . • 0±,40326) - 12( 'St ., ' a. '• (El) Fevxhy a ASeadead DY. ma Pocks ;dacha", Wadi be conifer-Mad al! the parSmslar of Tract 8 (^� •f') gado phase. a eeaseruata>•1 red hxordacS shad dada,au•pocessary I1 W?FC meits Nets rrmx.•t n1AT PORTION OF 9:T4t1.1T oista0.J7.343RAD.•tS.+MZACW.46-47 AND GR M TNE'PLAT Of IUTTLE attfaced to Nato E sash 13-13 Gm pia auks ^Boa Sus feneo..sba4 soothe° math Shag rho. atato aAka :i AND e000 Y5 PLAT of-A FAXIFTka ACCYRR c TO THE PLAT TT tuW RECORDED IN MAW 2 OF PTAf', . Saw anthem edge of fac 30 WIPE wetland baffar 'fasted H tad! t6aE2 at Phase W. "}acing Shag he � '`>r prolog:ors, at¢) is preea and ccoagi.d prior to that DFesa' fpaordo9 PAGE 2A mums Or Sxma tegomr, xA st4voToN Atm 'Rah-U4RZMIF 'oommt or go-ow 1d, Tokup V+ oeatt-meat oesa iso- hit 1:11a?toR hind Rone49 M .to m 4114+ efSItirbaaois N the attaanda Arad (.20 A' homy m cdatamaaea truck na:tcsa toad (i&-r(hat e,aM) ahoA tee pruntdait0 e0:utdKiv surA.7swet .7.1 NORTH, RANGE I EAST Of THE WGCOlib-LAi4ET15.4EQCIAN, W 18ED AS FOat-OW5c odjxest buKdc Tins peeps Carina" betrest lots lO rind tU of Mone IV Mob,be eraielaotdd oad added not peafowl. Al Ma right-ofiio7:. .`• �y.011 x cV)ocani�mRe ciswrtarecc fan pammotmi /s xe lha•as daurnbid (�).pedeetdon wean grata shad ea pulde,.sunoco>i and &r Para', D+rt+tor 4reek ed d0itw.) git, (a tea -•VY!+RS inks). Frier fYl r., � :_;•. COAINQNQRG AT 11,E NQRTHMFST OF THE HCRITMEST OWNTE't ax rEGltfsi 40, TormseP 3S (adept, together atto rho Ja' HOPE btdfia adka'iit to tat 'Aa3, shoat be dsLMweoted whit constant:Coo lenca9. P to Mot phase toe* LAP. &MCC 1 £Ass OF owWLLAME3s£ WeorWark ' _Treat P a tad MeSrACM b''rtcr si da'bc kr( automated with Om a1:eo.eg exraPmutre ( ) 7rocf .4 shad be peMNat motniorllld'by O tt'ev,eawhars Ascgc1 tson. , mace SOUTH 38'5$I2 EAST AL040 DIE NORTH LINE OF SNIT S SDI%4StOl1 T•90437 FEET TO Til£.NORTTL£AST 04. slam/ naawaa' of Son-notho rat advaet4 4S 'ptats as esorotad BY EAiPerk'Veparfaateta (it) The 4 ones or wetland hobUat odtftkal{ to H o,ACRZ. (lroct''B)., eats be'aubJl*Ct to a conservation L CcYtNER OF E MST HALF CF THE./irsa FAST QUARTER OF SMa' N c t13111EST DARER. MW THE TRUE FORT h.2haad times .,fit be f ai lifnad *A. the costa ensea of At Pork: D4parfimort Masons Uses rormarea casement odmhiste er 0.4%r&ata44t454 riQir hasS lanai tent• Or DEOINTENa ar Sao tiara shalt be tap& ied Webs Jtomexaanams ftmciolic wbrCt(a atpproeatl of the'PaHz P )fond 4 aM C lhAY .ha dattlattad at ripen.•spots an0'f;7mQQddby We theme ,snms AAt diali&iL TI+'Tc, JC•E SOUR8 rots,' WEST wait; ME EAST i A,E CF SAiD MST HAII-1,30.42 FEET W. DIESCU119" DePortmeot, with a 3-coat.nine vum approprictt noon sl :6 wtk'n sat be maMtafard ay vat (31 The dry dght-cE•rq• ngsi of tat &Phase Pt stia tt..no tctalfed by Me Crez CORER OF SAO WEST HALF: ' Hasn.oacaa Afaadatfoe mete ante to,smsfia Strum* one. - (d? aeaayrum•stcpe am dry *Won' be cif-de-sact=xtm11 be 4X Theta ttcnws a-i44C MST saw ZISE 3i7U114 Una OF SAID SUaot»9ON c tm FEET To THE SOUTNNtst a iayton Omni in the AWE Seale only be cantered from ibc site with -ma !pp4Qaaf 'ot,dine Ports (T$) Lteat and Matz' ooxrsbr po011c road toM bat pioddrd to tale Kake aaty properly. wool 'L1F bat 12 B1.OGc. 67. Aepa:•1m0itL (St) Catalina _071he T7P.efaiaie+ at ha:asss Tiarinmmnt "in as Pifictont La tbt Aaamcn? until' MIME NORTH Pt7YY' EAST 12Ci.79 mg. rig THE NORDft.E57 COtniER Of for 9, SAID MOO( 671. d.at eh0 wlkr Lit dnitahC G tauaaereph9 PP* aasalg a0PrcP4ele' untrue stac* .sl°, be 3vte4ted la the .AJSiMru.FA`a f 200243Z Qtd9.tOso.Y-ho •dektaci in% eal(A'ety, Ma: toga, etceoa, to Mc thwaum ':take NORTm 86Y2'4C eSST. sac 1SIE HM IS L':NE or sAiA &Coat. Z4O:0O MOTTO THE NCfITHWE'Sr Tams( Ad.4A'Stw4 fa'*Fact Iraid alp' approved ant be M'pfacneited by dna Hootmrners pceperty lfiim .4oto4o il6y FJOir a lo'Lyyfoietsc aprus,.and atilltiaa,oat.noet tat aetudfy pioddr assy Cr LOT t..SA4p s'a.DCat fits Assoctbai h proofkoF owe (dRp rsahg wFfra atagbadJq, 9^?+b`x o. Dar DemigN 'Ara Nt 'E' A * net Apt pLTTITIftad *Owl ult caTeosioR of 011 Ponta De?arv:aemt : ( ) F1Tp a pau}iKtl of fhA viand BfA ak tasitn r pwld sMft be adman ks-such o. way limb Um ponied'area T v knell'TW rit.St042,M fA5ST 4.ri0 ET:E'T: i t?) M kpeplan wl(h the LiiAas street grid stA^af nand syatemA cite 9aill'aany DaportintaCat+oiN apiece Aspen •a rak:Pand' �:`'.�,�..;ty ar• anoTalan{mce/axaain'p); 8 kciriv of taPssr+T Da 71tENCE MAN 8E`4248' isE:Sr a3,89'tTs,'e. ;TO A Fair OH A TANGENT LTIRt�E. GCWGL£.1aART1fS4LlS NANMO ( 1; !b'P �c-^' p"1 ' A RANDS OF TXiOb FEE": stand'na'name* ':� P(pr . DGC+ ppr.+� , suLwJl P wrlemd tmdsarait ' s ]HENCE 11S'SESX ACHG slat QJntr,,,, lufOhiai A MORN. OF.2rO.8&t, AN ARC LENOIH or 47.23 FEEL TO '(is) INC CRY of,4s0cWks P,a1AAk 'Ycrarit"" wt and the Peytamatar•sgalf ove•m*A'pan .CratlofS f car .'*7 i ray d elf cos.toad`t.'aaand rite mitvo 17 p:<+ (F4) Street LLpihtisg ibaQ bit m 'W offialant-pasprasiemd 'as , *Pt. "(3dPPauth :c ems*. Plea ria* litcm THE LNTfRS£CTIOra If mat: TNQR2ifiliLY'PROLCafGAUCei � DC EASTIiHE or SAID ROOT ate required by the Car �tR ,=��. (36J 6toslJare 'wa'agly aria* vrok+0aya between BrQU :krn. to WDn.p.ea beim morn TTrir not mad at'SAFI 211 P acUG4T10e4 AND SAS EAST ula OF &D a( 69.144.D9 (0) A SttoUsct Ana laadscopkq pion alaaY7 be approved by the ficonkg_ Qomugmikw prior to ; (m qei tovilirfioi eesbrcemF•reycit site/ oa pf0.idod tit:' as ta4 risara any str'acture mgy be loathed .• FEET. TO THE.SOODTNEAST COMM OF SMD BLEML dB; cnnnnradJoir. tC9Awl g on oocfi amp awry phaaa togathet with on 0vteal tonngptuat l.oddacapn-gibnic. an ar_withal ta' i7(,;d *lope at Ira grad, Or secede! svAo+Ytad Yl(h Ma first Plante tat 7 0l Aryam Y 4Aop hove a sogaota tit tcMd out agprovrd' (6) yeytwi ememencia c forms ccneplaote to foe Ptbmnk g Dimefor sea!! be ,ptocod art aodi neACC NSRtA A9'w402'W T 20201 2004 TO ME Rooms AST COMER GF THE KAT a. -ROQC Root TESI 14 toninitta to M t that tPla r- impacts to the - sfda. '-' - • ''. otooxOED GNGER SitDim's FILE, N0. 2n0a's2Do0Y8'?, REComs OF SCnoT OwNrf,•TVASHaaGTc1V: ..'' ' ' •• .°i -' ?mods wept to as meu fqR r4 The deafen& mow.. pArrhast isod mean Mr wags stynr. . " 3. Eke, lotoQ M.ascd • led b .Mc THEME MOM i'17`t2 EASE ALONG DiE EASE UTE OF SAS PLAT Cr06 TnXtt RIDGE. otsr o. CAQ1.72 MET TO INCINE :. ( g);Na ciliate shalt occur on •Ma ate k e,, eo o m deaoh9 glad Mtn" 0 3' TTC1fa.1,ILEA&r GORNER OF SMl PLAT: (h7J fin pio)rci oat comply resit tti4 Pr o! Amaeatat draJys a o+nlwetdav•sttaearWa' aN ioAiiia d by :.. plan t9i tbnm(ssiear: Um ;beeper or Punk Rc,hs• for water never,' camas agues,, end atone a9e4 ogc Ho rawvucticri shad N w;Dloui o 70--year moll" .it a'Ad,ir�aa0mamtati0m TTTAi= SMAX e6'42'A6' EAST loco tars a ME :saJIHatST CORNE`1t Or Log' 1R SNa iOCCIt .49; ':.,.(414. tpg a ud y mmtagmnmt•pest NO A miaNwfa c1 fro Off-strait PmlFaa4 *nes Sitar ife•pmnidtd for each m0,64 amp as r co - program aeein roPt- • the Aso. calms. offs plan and pylon shaft ha wadCa 444 by eta TNFNPE .sr Mt. F�.Sf Si6JlG F£ET TO TM HIYl1T1E&. UOfa1FJ[ CF LOT S,Vo {11tb7,i 40 'N(D TN1E by City Dratlsoncar< iamWkwa elf-Fbe� parki}pg ld.�tee CASs pat inigrapt: or tvbetr,in my way Me j; en( Satwllant rywinad•by MO Otty and peed by the 4Gre'itamt Se nhaiE alataE d+o anon +!ataT RECORDS O COMMt01 OF TRACT A PLAT OF RGPC IC.9G TEA UNEn"B ,tt#sfiDRs FIE Hfl 200203S3P2.11 yyi,¢aA tvl--alas-anC d"imrolar er BWo.dkt '• = !ty ig Me Qronbarry Loke..Hhla►abed casd.thew dscedbrt u pfaCsip dsr eirioasa' nueniteria9 amid Arraw RECORDS OF WO: COMM wASraNGTUC (19) ina flts emit conidnact tba 4e.aaSA•Sam sawn" ccpacittat rcquird:br.rba Crtj A.Nne "tic r: Dy site City camck- Sad spae{Rc remnant cations Not asp tea tekta IE ra>y ?19olrican arra r.a aMy THt32r.E CAt11hAIaaO NORTH F'1Y12' EAST 94.00 FEET TO THE SOUTHEAST CRRhFR !>F WE s1. OF SAID PLAT or ;•'reran .::•,-;; " •.:, r datawttOtton Jr Charitrnante4 to Man oecaryrta' as a road( of lbs Reefs Ridge South Plat pwblk oa what ROCK 1400E YEW; (ZO) A porabk. rater st¢lon melt meoensay pwnp'stotionsisrl,Ntissure f :stofraist onset sterago rJl:De solla:ldd an ads phases or the waist aproRicy program MM E NORTH 31'4915' EAST 06.0E PEES ID 00. MOTHE ST 0CRNEa Of LOT n OF ENO FLAT CF ROGC rat be destgnut fo "nest LYly of Anocorden, ()Ott A1510, AIG and Outer OFOCAars. rod tailtnitl t4io" WOGE'W S:, pmrisa a as .. .um Sal i6 psi ro tdprA baaw baildiy pad awd waxraary /keQoirs. '�- t filly organics .os *posed to sheriskW (Vents, may 0 uard lei combat lgeds Underneath; and the TbaaCE HORTN 5334'3t' EAST '1I9.OD FEEL To AN mat MEV DN THE SIMSFASC OE- awl" 7- OF SND 12t) AC fntostm.ctwe $1we4 +"chits 1Vr roar: phase shod tie s000tr hates and opprDvad Moe to Ma d •arc-• maintenance bated :hall of ,::toWdbad ofear flan et ore arts grans of tot PLAT OF n'O:is RIDGE. 3'E • iuswne._or kasdag pomtlGt far chat j:laaaa, _ .: ., '. .". n)se* Lb ls•rmdmtemaihiv'Aom$:IF. to oSSde'mat Sly tzwitaeaa ae_• 4iaof tX auidns'fagot aped to be THEME NatTH 3E40'49 EAST 23099 FEE[ TO AN mat PORT 1H relE SafiTlr6JAfir,tutE OF ldT ], aF SNO OVA Pmda vial Pottage abW be on461469e' Pramay.rs s4.1fla pan Of /e!•siad WM Ab? do(0d Oat . table ad Takao. PLAE OF RXIC. ROW VESG F4 20W. ,:: , .: - �:. . Dialer Mdtik 4554^57' EAST TOGAS FEET 10 AN Mae PORT N Tale South Lag ono; i OF SALO PLAT. • . • Or ROCK iaoee Lest, AND -oil NaRTHrcsl COMER QC LOT a7, *VD CLOCK,it EXCEPTIONS' AND RESTRICTtONSe = to. COYIIIAriTS, cwanoN:, AND RESTRICTIONS. CONTAINED IN Q£QA>ZANON(3 MAP-STRICT:ON, v4]10E sown e6'42'4 r.EST 6000 FEET r0 11E NORTHEAST welt! OF Lor is, spa SLOW It L TAALTs OR {FditIa ASESSMQCTS mat ARE siqie t I3 s .AS G ijais•A?"THE moms OR ANY TAXING AumoraTY OUT CU T1 NG ANY COVENANT O CR R RESDLGNS, IF' ANY. BASED UPON RACE SWUM THOKE SIXTH t T}'I2- MST. ALWO TH LCE E.ESST L Of. 3AMD-LOT 1$, INSIDE la MO TIE SW toSTLY THAT LEtatjS YAY,i'S hOIL ntbaAtiegIS ON TY OFF s laiE PIREFC-RECA2D.5,. SO, �N• OE1felTATTON. FA ULIAL STATUS, MARITAL-STATUG, DISABILITY, HANOIEAc, 1M '110NAL PROLONGATION 11l OF: 140;Q6 FEET 'TO THE A]t1T%1N Of. acts sTRFYYCIF SAg1'PUY OF TUTU ilrt0 1N(CP£R MON; M(CESMY, at SOILRCF OF INCOl ' AS SET PATH Its �APPUCtaLf STATE OR MOSUL FJtQ0.EY5 PLAT ¢ ANACCttlEsi.' 2. TItaPATFiiTEO ammo DI.AI►NSI aE9ERHJtTNGHS,txt EXCEPTIONS tK THE tR4[TT]n STATES PATENTS DR 01 ACTS CAW E%tSPT TC TM Et:WENT MAY SND CO ENAN r OR RESTRicAON LS PEVITtED SY LAm' AUTHORIZING TIE ISSUANCE notOF= WATER-RIGHTS;•ONUS D1r-m is To-WATE0. APRIL 2G ,400d *CIS scam fie ine EA"t. AL.09 sAaQ CE NTOWM, saran ►EE'f 02 B•E 50tTh t ao oLaTGA.9at Or Die 3. Time TO ANY FRCP£aTY 96YC4p 'mg Lnews. OF TRE'.RGAL:pRopERTY Fa1PRESSLY DESpitin HEMIN, Co iiiE TO AUDIroieS ND(5).; 24Ta2acoli93, nooses "of ERAGif pagan. IVPSN„atGT01t MST use OF LOT 12 SAFI WO Ill ETR TS. ROAD$,tttt '1ES, I.AuES. WAYS Ow WAJD voLysida 1613IQE SUCH REAL PROPERTY HUTS; at THE MOM TO manna, IV; Art WAGE vE5T; at *FACE NORTH 11712' rat ALt1tto SALO t1E4T, LINE AND SOLIN4RLY MRQIDNGATtON TO THE tiORTH!CT EINNTAMN %EVEIN V JLTS- TUNNELS, RAMPS OR ANY;5:4FER STRUCTURE at MPRoVeYLTfr: at ANY. FIGHTS OR AFFECT^Q TRACTS B' AND C. ROtX RIDGE %GC GOOIER OF SAID LOT 12, ROOS 11 EASEMENTS •MEREDI UNIBSS SINAI PROPERTY: RIGHTS OR EASEMENTS OR EXPRESSLY AND SPECE'Ii.t`4a",Y SET FORM iN s a7 T+FSTPU iota IS.A RE-RECca'lmq de 4I5TRIJMQir (S) • TkENCE GONDNUatG NOR* i'l7'1,Z EAST T LOo FEET TO THE SCIt1h0YEST coax R OF }OT I, Ra1Qt III= SNIT DESERfloo1. c RrQORDED: Seam 1i, 2DO2 • SIICRT PLATaw. ?a-DI4. RF ED Sri rm.ua3E it OF stag/ PLA12, PActS 3Q AND 31. lei0ER AL?'tGR"3 FILE 4.'41M EA ia1 oN' RieetAT of AWE-MOM 'nESt IS HEI W? RES£RMO. EC* AND ORAtettil TO Aid CITY_OF AbOrt0.1.1 t•YSE NO(S) 200203L4CO2s -RECCED3 CF ALAar.COU NTY. wAsHIu TON No. eDo 1'¢T2<•RF.COADS Or 5WACiT O?Wa1Y. WAstNgrato ANADcRits PUCET SC040 tworri*Rgotai CASCADE.NARmAL GAS-CORP,., AT&T OROADQA$D, OTHER pueuc.mu it EAS£14Etif CCNTA,TaED iti OEaWCAIIDY OF SAID FLAT OF ROCK MOM VVESSTi *CMG ALOIC THE BD'JTIT ONE.Pt silk SHORT P.I.AL'9ouTH erririe' EAST 105,DQ FIFCT TO THE aCENIEILINE FtwicntsE UMLitl s. ANO;THEI$ AESPECDR SYcossssis ACID ASs1gj %maw,N IAA; tic nautitit•TEN {to) EEET Fc .ALL socasA7Y zoreS.ft* CLfS•MCT'FJLtS Ana ra puma DRAINAGE OF ROADS OF 4KHIGAN AM ME: OF-DiE"FTioMT 9CMN0 NES OE'rA1.4 [S1TS ANO TRACTS AS SHOPoi-ON 1llt:.fAC$9F 1HF d'LAT i00E1NER NATM:liiE /IFFT:CTS: TRACTS g AND C.' fK• Ri ag Y.FSf C34fCE 1xN%TMIOIG soma nectar101 EMT. A 1MSTAHCE (F JO•PfET MORE OR 1E95 TO THE-SOU11111EST RMOTT TO gloat 11P. - TN tfiT AND TRRCiS AT ALL TINES FOR THE PURPOSES' ST.}TE9);, SBTH THE UNDERSFARDINB t2' TERMS.io A �• IF ANY. OZER YraL`A'IEDJ?DRTIDFNS. OF SktD 1?R£1415£S Cy"nit OF MI 2. ROCK RAGE SHORT PLAT NO, •58-004i "`• Ifia AHT• TEE SHAH; ere tESompoin ft RESTDILIND •THE ?Watt(TO atiDilitrlts MusD PROT TO Yf!TR7f, 13 lcWdS;'GlY�1T10N . AND OBUCATSON,, OF THE 11F+v i�RT1Ott'GF AOCESS'IEASOtENT; Tornce CONDM11Ha Alto tic Sank wig OF SAID SWOT PUT. SOUTH Dtr42'4D' EAST Gap FEET/ et. AT(.-, ...'n44 TS .FSSFypj/T: ."• RECORDED: i;EBRUARY-18. 2002 Aatd;E POO :6CSAtD SO:1D1 LM ; AFFECTS( .nACT5 a ) •i•(O C, ROCK MOGL•. MST Ati EGTSS FIE NO.: 20DIGi_6o22, RECORDS OF SKACT COUNTY, WASMIGffloa ST Theme 11GRTit SR':ti's1'a Z4M AI}DNG TTE SOVTEASIERI.Y lANli OF Bard StalstT PLATv Doom •.. TO 1yL. -:a S: •NDt:E meow FAG OE PT.AT of ROCK . ,VEST. AS FOLLOWS; t4. TauSL TRACTS'a MD O. o uc MIME 1HF Them• stYE'QF w 's.*c'sBST.•Lrto IN OF SMi.. .w'- Data . - n IA. 1HaaS.'CalM1ITlDHS AND tsaUGATTDR5 OF iliE DECL%RA}ItCCI'OF Ias>ca� papal: T: THENCE SC11T11 Tog NetTomieF t FEET TO ME POINT OF IECltNiN4 -_ a 'COItM S?dI7, .DRAINAM•SYSTEMS AND SEIE YARO AND REAR YARD DRAMAGE EASEMENTS WILL RFAA44 PRIVATE MATH ALL REo0ftz4'k MARCs 22, 200E • tit 'a,. C RAilQh'S'Atl'3 ANRiT171ANCti` 'a9tiG ME ItE$1'ONsdaUTY OF THE k10/lfAN71ERS OR oflftS..Di1YM SPOUTS STIAU. BE ' A CITOR'fi ALE'NQ.: 2OD20x22DT49, RECORI)9 OF SKAGNT CtAutTY Wi1SU$GTtkt stTUATflD Di:SiFAtxC COasllx 764aeaDIQN ' •catiw acD:To THE sicRN' sea AFFECTS: 1RACS-BAND C. ROCK RIDGE WEST E.AS£1APNT PROVISIONS r. •',• T Z. b1AgtTENANCE t19'$ AUONS As Zr FORM GV iS PLAT OF ROCK RIDGE MST AS t'OU 9 s: T5. fAEWEN7. 1NCtuDNG THE'1XERk5. AmatManoas tt DRAINED BY insOGN ENT(s); TME;SFODT PRIVATE DRAINAGE EA$$MEMTS Sft4wtl( HEREC$ MC HEREBY GRANTED AND Cabe; D TO THE QStME.RS Or f£cC tOIa :my'Tk 2D00 L AN rkstutNT is N£REBY ftESEVarb fit M5l GTAIitE0 TO. THE OTy...c. `ANACORTes Lion saaNp •:: THE ABUY'pNG: LOIS MD 1RACTs;-Lay AND TRACT OMENS ABLITOND•ONE ANOTHER SMALL SNARE EODALLY.THE AUIIITOR'S NO(S)t 200$o71t010c. RECORDS tf soAtIT ciNfNTY;WAsnNGTeep teats ,iZON, CASCADE NA1,A?AI. GAS Cara, Aida:BRON19Nt0,. QLaD7t'f1UD3L(C..AN4 fRMTCNISE: Rt~jpwistecUrr FOR LAINTW(fO'TAIE EASEMENTS,'FYC9.PT MAT NO LOT PK TRAatT OWNol.S4ALL aE $ESF!OMSM.E FOR LV FAVOR On a! -SOUND'DlEROY, Ott. NAIRTENMGE Tr THAT NATION OF MY PRIVATE ctu pMAcE ES$ JSEtiT UPSTREAM FROM T1{Fbi T.DT.OR IRAC;T. Fat a.EGTRIC 1RAiSMiS51GN ANQ/OR QISTRI$UTION TIX>ETHER YAm UECESSARY U'OLf.I:ES AHD welt IC'`.+PFCAt.E 9/O,C SOt<S NM.ASStt:CS i7FiDER NM UaOal THE Ei,'IFJnrhj- Ad.(to)J- A.PURTEtt>;NtES ' FE£E Roust aS mi. aW Oat STREET MGHT5-CF-TYAY, tgEfli't DEDICATED Mike;L+ ati U AL(. LGe5 ITS: 'LRAM 8AN0 t ROIS ROM Y£ei AFFECT$ TRACTS a MO, ,Cs, ROOK MOM lulls AED 'TRACTS AS SI{L`M ON IT g rasa a^ errs:ner'imentra. inn Ur mar icti era-11 ost RHE - 7. WU Ohl Tts1„'FACC IV PLAT +0F' "CC Mee NEST 44S FtkLQMS Nig gpaipza apponcilT6- ciaTFAAIS RAC CDbfiMO, 0 rt.OF 9afas1N£ UItl w UAt31U1Y t;OtIPANKS L'HOER NFOCH fTT1£ r5 V£StED. GR I ma TFJ: tiHALLCSSC RES >381E M PROPERTY�l y m NTTm1s( P mpaap MAT 10+•: - �Ater T S.DRANAct Tote CITY SOU. RASES MMEL Wsatos IT 4U3 �T $Jim u�a u OF ANY S iLt ORRPPR D tis LAB are iB.Li...... A4 IF "thy. sY OW ACAR s:ASROCHttitaC worm TtiE fASl:6t@li '•.,- TIMES AS LNAY tad NECESSARY,, 10 &dWR Wart skin T taSEYEHtS PCR TIME PIING-MS CI- £PERAUUQ. 'ClkiSilOICNWD, M. IF AN AE5.Z14AitO IPA CESwuPTION is fIEQUatiEO, IT CAN READ AS FOLLOWS "' AEPAQRING. N.tPW(C,.OF DF>QOUSTRUCDNG GRA84AGE SYZ• Wormy tags FropLiTfl to O'R1ER tf1101Y FAEDUITE5.AND PR1' NW 364.35^1 '• 2. Ail. 00101 SPOUT TANNAGE. SYSTEMS:MOi ANY SIDE YARD• ACEREAR YARD T itxtrAce nesionts tut. AP.eumidNANCE5 aft iimosO ANY (air serous INERERTN> *MOT DICURRING MY LEGAL MIUGADON' pet LIME HT 20, lue LECAE DESCRTPTID:Y Its MIS CD41l110ENT IS BMW DR INITMATIDN PaDY = SEEM THE REis'AWI PRIVATE SIM ALL oPERATIOfl.Jv1Q YAkiTENAA1ccg DEkio.ltit::AESPc n.nv OF THE' ' llama DROMOED ;WI IF THE AREA %Utah air Parr iS QISTtme, to 6Y sootSIPFRAroao, CA1l5TRUC'NC, ANIMATION 'AND TIE Ptk8114 RECORDS'AS DEFINED N THE POLICY TO OEM THE PARTIES aIKNt LOY!NPRS. ER OTHERS. OQbtt SPUXET6' SHALL SE T251 t, OTEO TD THE STORM SEVER. EXCEPT KO f teletS ALTVpt4G, OR REQmNS'1RUCTiiiO Cr sIsn FACw.IHES Asa 'AIiP(IRll ltnitca. THE GTY paw. Rest* THE WE ELIMCwrn c it7.N$!CDON 61USt ROAN TIC TTTL.E moon caJPANY PRIOR To oLost Q pm* T, COTE 9-13. IliCLUSOC AND AItAS@ 21O15;L=5 POPiS14£ .55AcrEAcapr tt Lao s1AL4 suRFACE be TrICEASIAEHT his Wove AS PRA4LG• 7o ow prices . mAos gam ammo. MOT FO THE <Ws IT 'TM DESOTIettzt DOES (L4T CONFORIt TO IllaR EXPECTATIONS. • DUILET ROOF AND FOOBNQ QRNNS AT. ANIAPPROP/0A;T : LOCATION A10140 `ME DEVELOPED sot OF THE WV UPON IDE EASEMENT, SVEN RESTORATION TO.SE IO RCU6T1 G?ADE'ONLY. NOT R£PLAC£MENr IN- SOD; THE LOT NNATiY£'GROWIH PftoTECTION EASEAkittatAWOARW Co? Mt PUR('OSE a HYDRATION Of THE ADJACENT 044134$ StAL.L PED.21 THE TOCNT ro 'list THE SJRFAOE of SAID EASEMENTS,. StI ONG AS SUCH USE DOES NOT y'tu Mu •AHEA. ALL ATNEA.ARAINAGE FROxM'S►r!D TTEO'tens SHALL SHEET FLOW ON THE SURFACE !S1EREt! E WTH ILA INSTALLATION; OPERATION NO MAWTE)CI(RCE OF THE DRAINAGE MO Std4tTMY St*Q PAQUT&t OR ggyy III FED •op THE QEVF1cPEo,t'nosctPED Y TOWARO'SAID*TTvt cao*ni .PROTEChON FAsFAlg it HOUNDAR•Y. OTHER UTILITY FACJIWT1FS AHD.APPUR ENAFH EE ,ANO' SO LONG AS NO EffiM°C.PeNS OR SIBUCTTIRES SUCH. A5+'SWLDLNst. t, II , ocomoTa11SgD SiJRFQCEosatARGE SttQVLa aE -MicsDEO. FIG a RETAFfIWG WALLS, at SMILaR cosroUtUONS ARE ERECTED smut atf-E ' airs_ T. " !_ a. CO\eU$TS COMMONS, AND RES1RiQDcftS.CCNTAo4EW e4 DECLARATION 'OF DFLTLfpF_R:Qfl'iVEf; 61t¢gltCaun2a11AadIlOt a. Art mikes AND-nude EASE/Z OE 19ENT1F*O A9 PUBLIC HEREON ABE HEF`st i GRANTED ma AtsUbtUos. out G 4TUHG MY COVEimANT CO.YWITTOH DR RESTRICTION fASETT trt coat Yffi'TO nIE.a* or;JMACCREs THE ipRY STNAI.L. NAYE 'TTME• low 'INGOT PAiOk INSTffTRN4.OF' ' a. tall( REUWQN' a HAN01CAP FAMtliM STATUS OR NAIIQI�tt. COWL UNLESS *C IY NM t- n..saZO0? n5' Z ?t fiIt461/44 ANY AST EAMKENTS AND ear TO ITC war 114M WI •GO4ENANr (A) is EcEfuPT 1MNOER CHAPTT:R-A2 MAraA ,dune rtailaER fat THE RoveceE bQPFRAluic,casipmutTaNG.limes As AREPAgoace Y DE *1ERING, CR ar000sTR. ucnuG DRNNAct SEC7tON.3607 DF THE WUIED STARS CODE'DR (a) RELATES ID KAnOgCAP stir DOTS S$m3YH tic DSC 5A.WTrptT 6erve'FAGLrgS. OZZcER tmuTY FACILITIES M D APpORTENANtrES.LR. hIM1NG My NOT ObCRIMI1ATE AGNNST TlAtmsGAP PERSONS: P.Q. eDx 114E a•' CT10NS..4.E.ZEM.Tii: ma'kRkir WcuRen aw AFTY'LEVAL OCLibATTON W LIABILITY Tt IMEO% PROMOS) RECORDEM LIMON 14. aW2 Ar6JJ1tTE5 YlADDROXIY•i 114321 '" T Tt?' AKA:lTLnrt1' wt. EASEMEt,r`.S.DIS7TJiia'id SY (..l' TC" CPERMINCa'.- eONSSTRUCTLNG, tTEPMen40- EIS et acpoc no ? vac. [Lc_RECORDSA WASIiIitt1T7N L14NTtD L)ABQITY C'JWPAN,; . _ ._ ._...., AL a3R A tSntieTUit'Cr Sim FATIFITtES MO AlTuTtriXAMC_eS, IFE ern $NAu. RES-ME 1/1E CAM SLSTC140,9O AND WtRIS7�A.•OBTERQAARD. F1uS8ANn AND.W At10 MENT `,i6 SAO t�E( L:ARA�IQN REt ERN • I FrFaCE TL+E EASEIMA4C AS izCi$Y AS P_ RAL`TICA. TO Tite'GRG4 CRAWS *604 ooSM1 CIAO STOBDaSOM AND ..11DY ANN ROtm HUSBAND Aso IaFE I V> 0R ilea- et.; TatE DECLARADON cc cOVEiI,NiTa iCttoL11ONS At10 tiE9TsfclTans iREEARED T. LTQ T EE CUTS D?l1 Y OWN TIC EASEMENT: SLICr RESTORATION( TO BE TO RDriGN GRADE 'ONLY, LioT AFT'EOM TRAGIS LAND. C. ROCK'RIOGE MST_ - a . .- "'ry (;Ca Zvs St19D4SiSlfltt AtiO TO 1bRC.'i This PLAT REFERS IS. RT>COEPER nisi TEIE aEF.tAWILTNl'ALL lobo TT* LOT Wets' MINN iws Slat( re US IRE.S'JRFAC,E OF SAID IL AS`.1SSMETtaUS OR O. IARCES AM U JAY' 10 FURTHER ASSLSSNENTs OR LYIARG2S - •t.6' o, i AUOFTOR CF SKAWT CAUSD( 1Yf�f91QT01t:Ott I. y TS.'SQ`L.CRG As Sa1Cii tSEIDOES'NOT ortesEEJ ' tt`Ot.. Rib natuLJ EEG(. COMAT1tH ANO WC.DDOLG THE TERNS. COISLA&It, AND 9TtD'ASCUS THEREOF.. OTEQD9FD of a� q c ' o� , uNQER AtjDiTt7E2'S Fgt. Fie, _ - • . _- _ . 11biEla t nand-tr TT1E Lk'tAnUCE Ad1D. SAIMTMV SEINER :FAMITIES bit 011SLit LFrrUTY F'Ad1ITIEs MIT It1STRU142rF, 1' tot kECDPDS'CF' SKAQr C9e,n,e, rA�fFNOTON 032U3 T APttfdlrAawNGES AND SO L:GeTFe:AS w nasTRueltCtw catSTRUDT1KtE5 soca AS 6UIW.IIGS. ROCIaaJE . 2002O42$Di8'1. RFCQ$ OS OF SKA(ZT COUNTY, 61A5aTkiGTQDI F > f fix- aiiNQ wriLLS. 'DR Sud1Nt OBSTRUCT/MS ARE cERECTEO YAT1 O Tiit-EAtaF1d17AS_ turosea aA. •F:Da. MO WEST, L.L� r b tJ1QhPil3 EU 1I3 I t 9 B�,SUR'Ut-' - I INC. ` • AFFECT"*''TRAM Alai) e. poor R A KZ Yam' ? ., �.:A fkisti >aT' MAIM Gtlit-A STIPUL STIPULATED EA°k I t ra Ottsit Ngp ON Ian PLAT wit, LS HERESY SAID ?Na`TRuted' IS ART.-ftCCOROTNO OF IOSTR.M4EMT (S) > �`#cct .LJO ?2Ta OI.EW ii4 1: WAY as SGI)h ROA0.1 Sin-varkNon.Wp.a8273 + , .: "t TABL15taEt) AS-Ct1MNTim1. J1S SIIPIiUTID WWI T:ONDaTiON: ltO. IT, FiNFaltu'S OF PACT. MOW. arccaato: WINN 14. 2002. " 1 - , r. a i:, 7 AUDLTOR'S'FOE 110(S).: 20020M40023. C'zc.ORDS OF SEAm! aTQUNTY. 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'OtE11 • � - I I %1/4• '� l r 45 7" .l..i T7�`3 d8: } Tic ADDRESS WP,A 2S 1 ROCK MCC : !:._. : _ • _ _ I tea sottKY, kl 7Uf>r^N CASE 'OSE MOO- RND .` - • " see wRnSr aocs emu u e fl :1- r:.. 10. :.. t -7S ° `• ✓ ` i . . TMACT �' _ ._ = f �.COURT 1'i>catArx. :: ' .i ' ....-_ .,.� .__ _. 1I Cl B" S1/AL(. 8w to ,� J'. I j• '• 'Is .'s ( _..-. .__. _._ .-z rnt '•-r0-tr•44' arr.ari ' y • Izico+catra of 1x rr rok ! , Paw s otwe'irws NRI ,t :: ` L._. _ �Qi ta.-¢, uita`R ?1a7Fs, : i£E z - ---I I- fraerr r" I. .. y.I _-. - --I L I I ., S4J9D C(TRlr7l710N N?, 29. UND�B x�f1Dt�]ts OF Cavolhorl r% xs, ALL Lora 7RACX.,CO 1-STA6Ex ,.14i'ift A r:/;CT'I MEET ,2 Gr- i i. ,b or FAGf. 'SWL'C1' 2 vF �, i i . I 1 s: ff2 lttfyt MA. 3J KfCK axle 1 *Wales : s- ; , 7 st : .usv, s9.412 Or S t'Cp' m }qc I'-�_-.__, „I„ .4.. dt)1btER suar"i1t suss', �-aA RUL 5" #- __ __ - _ _ _ . _ _ 1 j--f ili cr- ' }- ty' f1QrE0( Nor 57IDYRf t�R 'O .SIttr1 : • : m �ra `_o+ I a V, 1 'R t i U l f$ c.: Gi5EJ7 c i€ yaw ' ' 2^ sFASs Qf9f , : " • 1. > 9f111UfAG: 7dAc7+ L # ; -� ' R E .T - �A N Q II /K .. -- _ -i ; _ ---NOT-27 ra - -1 ., _.. t- • t i 1 rzx : . *tam t DEVELQPERlOWWER ▪ a -' - ' " A10.s71011Ft RAR1C&D -swat. i t t 1 + }Y' a ! wlulr e4a a ac 3'Il65. 7t! OOttCtk-rE > ON PRfrttdlGA?IPn __ _ _ _� _._ a, 'tor •OFFSET c<srAn As S+JC1Nt, • -sock ' - ! uc JL• it}ti& .oY'tT,tg • * i . �!""---"-- fro: BOX. !esteems 98:21 -r iyp� , . An 7c' Lt • szcz4w SR iO4 '"• c 0�2C3 :T "' 4 ! a S f � i " ptLYEGt1 & SJ i © INC. i pL1,� fi o!_) t rurla l• - e' St 7253 QUIil GY9FY46SO1TFS ?AD:hO! fV2NNi.Wti 98273 PHONE:03$0)416-4On FM:1360)47S•;G949 as r ..LK•f104 I ,i SHEET 5 Cr 5EaINL• 1'Iira UWArris.oreA SLIVIVin • • i1 APPENDIX 2 — Soils Anaylsis (Volume 1, Chapter 3.1.1) None provided since the site is compacted rock over solid rock. If a geotechnical determination is made to determine infeasibility criteria, all reports will be put in this Appendix 2. APPENDIX 3 — Model Soil Management Plan for 13MP T5,13 Note: Document is provided under Minimum Requirement 5 in this document. Model SOIL MANAGEMENT PLAN for BMP T5.13 (available as MS Word file at www.SoilsforSalmon.org) PROJECT INFORMATION Page # k of ( pages Complete all information on page 1; only site address and permit number on additional pages. Site Address/Lot No.: 3 V Y Ai i.c At:y. „o ' 4-1.- , Permit Type: r Permit Number: Permit Holder: a ...,H- (c�� Phone: 3C v 4,3c `/f `�s' Mailing Address: I 2 re c ft\rk-s'X-,-- L1., Contact Person: ei‘,cif Cr3.-f Phone: /CO 6 30 'it Y. -/- Plan Prepared By: Et ( 4- ‘,,.►e,-r ATTACHMENTS REQUIRED (Check off re'uired items that are attached to this plan) "Site Plan showing, to scale: ./ Areas of undisturbed native vegetation(no amendment required) New planting beds and turf areas (amendment required) Type of soil improvement proposed for each area g_c Soil test results (required if proposing custom amendment rates) Product test results for proposed amendments AREA# (should r atch Area # on Site Plan) / PLANTING TYPE ,Turf '`Undisturbed native vegetation 17 Planting Beds Other: SQUARE FOOTAGE OF THIS AREA: square feet SCARIFICATION inches (depth) of scarification needed to achieve finished total 12" loosened depth. ki Pc Subsoil will be scarified PRE-APPROVED 8 inches of compost or imported topsoil applied AMENDMENT METHOD: X 3.1 (conversion factor, inches to cubic yards) PRODUCT: t SJ:k ;,,,,,,p�, i4" Topsoil import VI .o = en. yards per 1,000 sq. ft. I _ Amend with compost X ? 700s sq.ft. in this area Stockpile and amend city = cubic yards of amendment -* --; -+ -+ -4 QUANTITY: 9 0 CU. YDS. ( cu.yds. stockpiled) (needed to cover this area to designated depth) CUSTOM AMENDMENT Attach test results and calculations. Topsoil import _inches organic matter or topsoil import PRODUCT:_ Topsoil& compost lift X 3.11 Amend = cu. yards / 1,000 sq. ft. Stockpile and amend X ,000s sq.ft. in this area ( _cu. yds. stockpiled) _ = cubic yards of amendment --i- — --• -- -* QUANTITY: CU. YDS. MULCH ,000 sq.ft. PRODUCT:_ X 6.2 (conversion, to give 2 inch mulch depth) _ =cubic yards of mulch —f ---> — -* — --* QUANTITY: CU. YDS. a. TOTAL AMENDMENT/TOPSOIL/MULCH FOR ALL AREAS (complete on page 1 only, totaling all areas/pages in this Plan) t- ❑ Product#1: U Quantity: cu. yds. ❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or<35:1 for native plants) "stable" (yes/no) ❑ Product#2: ❑ Quantity: cu. yds. _ ❑ Test Results: % organic matter C:N ratio<25:1 (exc pt mulch, or<35:1 for native plants) "stable" (yes/no) ❑ Product#3: ❑ Quantity: cu. yds. ❑ Test Results:-2- % organic matter C:N ratio <25:1 (excet mulch, or <35:1 for native plants) "stable" (yes/no) Date: Inspector: Approved: � Revisions Required: ` 1'L•e'j.lam * (k. mil—. ?1o' `��T 1�- of b r�,P.� �ak, Date: Inspector: Approved: Revisions Required: C OzWeoli COMMENTS: PAP-Aca.,rc,) Sod a IMnnl MnOnm eon . A oZ t NAPT farm consultants, inc. NAPT 2017 D 2925 Ogggs Or.Moses Lake.Wa 98837 - wwwsonlestIab.com LaborP ZIPngyOffice:(509)785.1822 • Pax1599)785-03f4 - (809)7644622 I ILBUR ELLIS - MT VER Date Received: 10/2/2018 13586 BAYVIEW EDISON RD Grower: N HILL RESOURCES Sampled By: MT VERNON , WA 98273 Field: TYPE A Laboratory If: S18-19686 Customer Account #: Soil Test Results Customer Sample ?D: _ Phosphorus Morgan mg/kg 23 pH 1:1 7.4 CaCl2 pH 6.6 Potassium NH4OAc mg/kg 1143 E.C. 1:1 m.mhos/cm 1.37 Boron DTPA mg/kg 0.67 Est Sat Paste E,C. m.mhos/cm 3.56 Zinc DTPA mg/kg 5.9 Effervescence Manganese DTPA mg/kg 48.5 Lbs/Acre Copper DTPA mg/kg 0.8 Ammonium - N mg/kg 122.7 393 Iron DTPA mg/kg 76 Organic Matter W.B. % 6.5 ENR: Calcium NH4OAc meq/100g 8.4 Depth Nitrate-N Sulfat&=S Moisture Magnesium NH4OAc meq/100g 2.7 inches mg/kg lbs/acre mg/kg Inches Sodium NH4OAc meq/100g 1.00 0 - 12 5,8 1.9 21 Lime Reg Tons/Acre 0.0 Totals S.8 39 21 Buffer pH SMP 7.2 Sum of Tested N: 412 lbs/acre N Cation Exchange CEC meq/100g 12.3 Total Bases NH4OAc meq/100g 15.0 6Vo 6e( i. tc. = l,,.tuW _f Base Saturation NH4OAc % 121.7 ESP ESP % 8.1 �� +..,4�j( - 1O�j oR-C�rr i �-o Other Tests: Mg.-- 71-5 L,a,,.s,.- Cation % of CEC: Ca = 67.8 Mg = 22.1 Na = 8.1 K = 23.7 Interpretation Guide Fertilizer recommendations for of ORNAMENTAL-LANDSCAPE after ORNAMENTAL LAND Low Medium High Nitrogen 412 lbs/acre - 0 lbs/acre of Nitrogen Phosphorus 23 mg/kg - 0 lbs/acre of P205 Potassium 1143 mg/I<g 0 lbs/acre of I<20 Sulfur 21 mg/kg I 0 lbs/acre of Sulfur Boron 0.67 mg/kg t/ g • Ibs/acre of Boron Zinc 5.9 mg/kg 0 lbs/acre of Zinc Manganese 48.5 mg/kg 0 lbs/acre of Mn ......J We make every effort to provide an accurate analysis of your sample. For reasonable cause we will repeat tests, but because of factors beyond our control in sampling procedures and the inherent variability of soil,our liability is limited to the price of the tests. Recommendations are to be used as general guides and should be modified for specific field conditions and situations. Note: "u"indicates that the element was analyzed for but not detected This is your Invoice #: S18-19686 Account# 314300 Reviewed by: KEB List Cost: $54.00 APPENDIX 4— Determining Construction Site Sediment Damage Potential (Appendix 7 — NPDES Phase II Permit) Note: See attached Western Washington Phase II Stormwater Permit APPENDIX 7 - Determining Construction Site Sediment Damage Potential The following rating system allows objective evaluation of a particular development site's potential to discharge sediment. Permittees may use the rating system below or develop alternative process designed to identify site-specific features which indicate that the site must be inspected prior to clearing and construction. Any alternative evaluation process must be documented and provide for equivalent environmental review. Step one is to determine if there is a sediment/erosion sensitive feature downstream of the development site. If there is such a site downstream complete step two, assessment of hydraulic nearness. If there is a sediment/erosion sensitive feature and it is hydraulically near the site then go to step three to determine the construction site sediment transport potential. STEP 1 —Sediment/Erosion Sensitive Feature I entificatiork Sediment/erosion sensitive features are areas subject to significant degradation due to the effect of sediment deposition or erosion. Special protection must be provided to protect them. Sediment/erosion sensitive features include but are not limited to: i. Salmonid bearing fresh water streams and their tributaries or freshwater streams that would be Salmonid bearing if not for anthropogenic barriers; ii. Lakes; iii. Category I, II, and III wetlands; iv. Marine near-shore habitat; v. Sites containing contaminated soils where erosion could cause dispersal of contaminants; and vi. Steep slopes (25% or greater) associated with one of the above features. Identify any sediment/erosion sensitive features, and proceed to step two. If there are none the assessment is complete. i. STEP 2—Hydraulic Nearness As essment Sites are hydraulically near a feature if the pollutant load and peak quantity of runoff from the site will not be naturally attenuated before entering the feature. The conditions that render a site hydraulically near to a feature include, but are not limited to, the following: i. The feature or a buffer to protect the feature is within 200 feet downstream of the site. ii. Runoff from the site is tight-lined to the feature or flows to the feature through a channel or ditch. August 1, 2013, Modified January 16, 2015 Appendix 7- Determining Sediment Damage Potential Page 1 of 3 A site is not hydraulically near a feature if one of the following takes place to provide attenuation before runoff from the site enters the feature: iv. Sheet flow through a vegetated area with dense ground cover v. Flow through a wetland not included as a sensitive feature vi. Flow through a significant shallow or adverse slope, not in a conveyance channel, between the site and the sensitive feature. Identify any of the sediment/erosion sensitive features from step one that are hydraulically near the site, and proceed to step three. If none of the sediment/erosion sensitive features are hydraulically near the site, the assessment is complete. vii. STEP 3—Construction Site Sediment Transport Potential Using the worksheet below, determine the total points for each development site. Assign points based on the most critical condition that affects 10% or more of the site. If soil testing has been performed on site, the results should be used to determine the predominant soil type on the site. Otherwise, soil information should be obtained from the county soil survey to determine Hydrologic Soil Group (Table of Engineering Index Properties for step 1.D) and Erosion Potential (Table of Water Features for step 1.E) When using the county soil survey, the dominant soil type may be in question, particularly when the site falls on a boundary between two soil types or when one of two soil types may be present on a site. In this case, the soil type resulting in the most points on the rating system will be assumed unless site soil tests indicate that another soil type dominates the site. Use the point score from Step 3 to determine whether the development site has a high potential for sediment transport off of the site. Total Score Transport Rating <100 Low ❑100 High A high transport rating indicates a higher risk that the site will generate sediment contaminated runoff. 1 ti 1 Construction Site Sediment Transport Potential Worksheet A. Existing slope of site (average, weighted by aerial extent): Points 2% or less !` >2-5% >5-10% >10-15% 30 >15% 50 B. Site Area to be cleared and/or graded: <5,000 sq. ft 5,000 sq. ft.— 1 acre 30 >1 acres 50 C. Quantity of cut and/or fill on site: <500 cubic yards 500—5,000 cubic yards 5 >5,000— 10,000 cubic yards 10 >10,000—20,000 cubic yards 25 >20,000 cubic yards 40 D. Runoff potential of predominant soils (Natural Resources Conservation Service): Hydrologic soil group A 1117►gIg. Hydrologic soil group B 10 Hydrologic soil group C 20 Hydrologic soil group D 40 E. Erosion Potential of predominant soils (Unified Classification System): GW, GP, SW, SP soils 0 Dual classifications (GW-GM, GP-GM, GW-GC, GP-GC, SW-SM, SW-SC, SP-SM, SP-SC) 10 GM, GC, SM, SC soils 20 ML, CL, MH, CH soils 40 F. Surface or Groundwater entering site identified and intercepted/: Yes 0 ' No 2 G. Depth of cut or height of fill >10 feet: Yes 25 No H. Clearing and grading will occur in the wet season (October 1 — May 1): Yes 50 No TOTAL POINTS 1 If no surface or groundwater enters site, give 0 points. APPENDIX 5 — Site Plan with all applicable information (Minimum Size 11x17 at a legible scale) — Ll.(vw�w iZo� l ,23.VI ' \--1ov,se / Pa.V;o Cocrc ��'r•i 2,2i3'. — Ij CrIY OF ANACORIES Lod- y0 a 8 03 sF SF •- 1_PLANNING & BUILDING DEPT: --- 1 pr;vctJc,�LO� Ga v C f �1<0�1 , APPROVED PLANS o. }° a,.� a I-Is" / ERMITfl: FLP-2-O47-Oin 1 o 1 .DRESS: 3,/y ,/,7, /, i., �Are., m— O ^ PR6JED BY ,. LDk 1`I ..g a S F / OBJECT TO FiEt :i5PECEIDN. APPROVED PLAd c ° I AU W,OT BF AL1ERt WLVKOUT AUTHO }ZtTI,J c 9 }cv.ti.. k Ip - ••L CI r� I Of i F.; ` �baL Ll<.,_k:Q- ,S \\.. • I R-r S` - !�� c FILEC E, a. k)tea ton 0 II-_,_— 15, vs,z,e Oca:v`�c.•e. �" Y D .\, ta) - aw>. Sc•,,, zase. .c..r`!- lv 1. I in I G;� O r Arato�ktS —5' 1 1 al nLA SC tre■,r ,ram , _ 5 -—i t..: -_1 }}} I r r'r rit • ti m + I I I I of , .� ..f. 1 l' a...d.t.e. I I �- \ -I,' 1 . „ I I O 3m12 Th• 1') > I, I I L > s I --r� PATIO w 6• ,GA GE �'• • b 9' 914-3 I .�7 Cr I xr�r s31r `` 1 1 I OeSlL�--1 IS 1S ,! -2 Idle E ,t a i `Ly r - LC> 1JGS�t 1_ z-- C t "D o i De -IC'4•G�.4' A{SIS ' o co Cri i'' 1 a Arcs{ 9 �, — r�a\cr;,s m o . e,�O (10—j I Ll VG1 Sli a �f' pq Iv l c �, o.....r CINING _ �tvJ �n C L�Sa 4.. t�cc lcJ.'. .I O !.`I\ II 1_— !,,,.:,C=,.1 F�:<.;\,'�.,. / „•x•x,,.r I <.,• J ti,v � {�. .,l.,.l;;ti. Cir - - �, — �' • 17. I --I ,. , ., I • I LIVING II.�( Oo'- SQC'�`-�••5 �U 1 ' `T•axYa,• — -1 .k.,Syt� 1 + I y n��u r a v!1 O LL A- t—r L '� a 6- '�. I6 KRGEq i I .- w D V FL \ !� I � ` h f o 1 j j ite 1�'.6'x 9'4� I 1 `1 ,, r^ I PA�'cs i OFFICE BApFf1{ C � } �^ U) - 31 ``••hC 4.;�:r•,rx4r a•.,r�` ! uPo -(.- e-k l`^N [rVio > W Y i - �., �. .. 1> ` roe N� daH• SF o 33 1 . , I i. 4 5' 3,1.2 gym•3...?- •e•-4�32.171a 3' T-3'ns•• 1 ` �7 I — — 1S ,;h- _p -II — I�--F' J I L DATE: C we\,v-:! \ r �-/__ I S- SCALE: \ 6c% } LIVING AREA dcw y // !� Ci;;(OFANACORTES iti,61' loo' -\ \ l 111111111111• S. I l,'plC�lc (�.Sf'._c}}a. �p}�4,4t Lt?a�.^f G�S, Ef�Gr�;c� SHEET: :cat` ,. - / A�-1 APPENDIX 6 — Documented Site Photos (Show all directions of the site, including frontage) I' > i t l 1 Data October 24 , 2018 Project Photographs - 3914 Michigan Avenue Existing Site Conditions for MR#1 to MR#5 f t r - A - , -� s itik �� S-' - 4,4, A en- .J ` , lel • tiS•. > 1, I r , ce 3i� r• _k� ipJY i. 1 a 1. . •�• .uw t � •�.. t ' ;Iff } .ry '{ZrL � J>G - `^'•7r 2PAis1 = G'SSTT ,i� fq�t1�1`�t.-r iv ,; 'S'Y t.... 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The attached document is in draft form. The applicant should work with the the City of Anacortes Engineering on obtaining a final copy before recording. Return Address: City of Anacortes Planning and Community Development 904 6th Street Post Office Box 547 Anacortes, WA 98221 Drainage B M P Facility Maintenance Covenant Grantor(s) hereinafter referred to as Grantor: 1. 2. 3. Grantee: City of Anacortes, hereinafter referred to as the City,a Political Subdivision under the Laws of the State of Washington. Legal Description of property encumbered by covenant: Abbreviated: Common Name of the Development of the property encumbered by covenant: (if applicable, insert lot, Block, Plat Name), and/or as described in Exhibit(s) 11 (typically Exhibit A). Located in gtr.l qtr. Sec. Twp. N., Rge. E.,W.M. Reference Number(s) of documents assigned, released,or modified: Assessor's Property Tax Parcel/Account Number(s)of property(s) encumbered by the drainage covenant: Page 1 Grantor's Initials Grantor has a record interest in the property encumbered by the covenant and agrees that the obligations of Grantor shall inure to the benefit of and be binding upon the heirs, successors,and assigns. Grantor agrees that this covenant touches and concerns the land described in Exhibit and shall run with the land. Grantor by execution of this covenant acknowledges that the benefits of this covenant inure to Grantor,downstream property owners, and the general public,and that the City as third- party beneficiary of this covenant has the right, but not the obligation, to enforce this covenant on behalf of downstream property owners and the general public. The City requires this covenant to protect private and public property, private and public drainage infrastructure, and natural resources of downstream property owners and the general public. Grantor in consideration of the approval of the City development permit No. , relating to the real property described in Exhibit and in consideration of other valuable consideration, receipt and sufficiency of which is hereby acknowledged, hereby covenants to perform regular inspections upon the drainage facilities installed, or to be installed, upon Grantor's property. These inspections shall compare the facility/BMP device to the standards described in the current Stormwater Management Manual for Western Washington in use by the City of Anacortes (herein referred to as "the Manual") for all elements of the stormwater drainage system. For any BMP facility approved by the City but not included in the Manual; maintenance standards shall be as described in the manufacturer's operation and maintenance manual; which shall also be referred to as the Manual. As applicable, the system shall include the stormwater conveyance pipes, ditches,swales, and catch basins;stormwater flow regulation system detention ponds,vaults, pipes, retention ponds,flow regulation and control structures; infiltration systems and all other stormwater quality or flow control system. The inspections conducted on all facility/BMPs shall be performed by qualified personnel who have received professional training in the aspects of stormwater management for which they are responsible to inspect. For example a person qualified to perform an inspection on a detention pond must demonstrate that they have received professional training specifically on detention pond maintenance and compliance with standards. The City shall request a record of the inspection annually. The Grantor shall provide to the City a written record of the inspection performed and the condition of the facility/BMP upon request. The record shall provide an explanation of each maintenance component and potential defect identified in the maintenance standards in the Manual for each specific BMP/facility. Where measurements must be taken to (trash or debris exceeds 60% of the sump...) the actual field measurements must be included on the report. Pictures of each BMP facility shall be included, and the date(s) of the inspections must be clearly identified. Page 21 Grantor's Initials — . The scope of this covenant and right of entry shall be adequate to provide for the access, inspection,and maintenance of the stormwater drainage system, and shall be subject to the following terms and conditions: 1. The City shall have the perpetual right of entry across adjacent lands of the Grantor for purposes of inspecting, auditing, or conducting required maintenance of the drainage BMP facility. 2. The facility specific maintenance standards contained in the Manual are intended to be conditions for determining if maintenance actions are required. The standards are not intended to be a measure of the facility's required condition at all times. Discovery through inspection that a facility's condition is in exceedance of a standard does not constitute a violation of this agreement. 3. Should a facility be discovered in a condition that constitutes an exceedance of any described standard, maintenance shall be performed on the following schedule: a. Within nine months for typical maintenance of facilities, except catch basins. b. Within three months for catch basins. c. Within eighteen months for any maintenance that requires capital construction or expenditure over $25,000 4. In the event that Grantor fails to complete the required maintenance within the identified time period, the City shall have the right to immediately and without further notice perform or contract with others to perform all maintenance necessary to return the facility/BMP to compliance with the standard. This work shall be performed at the sole expense of the Grantor. 5. If the City in its sole discretion determines that an imminent or present danger exists, that any condition exists that could constitute a threat to human health, welfare or the environment, or any condition exists that could cause the City to be found in violation of the Western Washington Phase II Municipal Stormwater NPDES permit issued to the City of Anacortes, or any other environmental permit, the City may take any action required including beginning maintenance or repairs immediately at Grantor's expense without prior notice to Grantor. In such event, the City shall provide Grantor with a written statement and accounting of all work -performed and the fees, charges, and expenses incurred in making such repairs. Grantor shall agree to reimburse the City or pay the City's vendors directly for all reasonable fees, charges, and expenses identified in the City's statement. 6. If the City is required to act as a result of Grantor's failure to comply with this covenant, the City may remove any obstructions and/or interferences that in the sole opinion of the City impair the operation of the drainage BMP facility or the maintenance thereof. Grantor agrees to hold the City, its officers, employees, and agents harmless from any and all claims, actions, suits, Page 22 Grantor's Initials — liability, loss, expenses, damages and judgments of any nature whatsoever, including costs and attorney's fees, incurred by the removal of vegetation or physical interference from the drainage BMP facility. 7. When exercising the maintenance provisions of the covenant, in the event of nonpayment, the City may bring suit to recover such costs, including attorney's fees, and upon obtaining ajudgment, such amount shall become a lien against the property of Granter as provided in RCW4.56.199. 8. Grantor covenants that the owners of the property described herein are the person or persons identified on page 1 of this covenant as Grantors, that they have the right to grant this covenant on the property, and that the title to the property is free and clear of any encumbrances which would interfere with the ability to grant this covenant. Executed this day of 1. Grantors: Signature(s): Printed Name(s): Title of Authorized Representative(s): (if signing on behalf of a corporation) Page 23 Grantor's Initials — • Drainage B M P Facility Maintenance Covenant PFN Additional Signatures (if needed): Note: Signature(s) of Grantor(s) must be acknowledged by appropriate Notary Form. Accepted and approved for the City of Anacortes: Date: Director City of Anacortes Department of Planning and Community Development Services Page 24 Grantor's Initials — • — CONSENT TO AND APPROVAL OF DRAINAGE B M P FACILITY MAINTENANCE COVENANT (lender), the current Beneficiary of a Deed of Trust recorded under AFN , records of City of Anacortes, which deed of trust encumbers the real estate described in Exhibit of the attached Drainage BMP Facility Maintenance Covenant, does hereby consent to the establishment of said covenant Signed: Title: Date: REPRESENTATIVE ACKNOWLEDGMENT STATE OF WASHINGTON ) ) SS City of Anacortes ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that (he/she/they) signed this instrument,on oath stated that (he/she/they)was/were authorized to execute the instrument and acknowledged it as the of to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Signature: (print name) (Seal or stamp) _ NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON My appointment expires Page 5 Grantor's Initials 2. 3 . INDIVIDUAL ACKNOWLEDGMENT STATE OF WASHINGTON ) ) SS City of Anacortes ) I certify that I know or have satisfactory evidence that is/are the person(s) who appeared before me, and said person(s)acknowledged that (he/she/they) signed this instrument and acknowledged it to be (his/her/their) free and voluntary act for the uses and purposes mentioned in the instrument. Dated: Signature: (print name) (Seal or stamp) NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON My appointment expires 4 . REPRESENTATIVE ACKNOWLEDGMENT STATE OF WASHINGTON ) ) SS City of Anacortes ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that (he/she/they) signed this instrument,on oath stated that (he/she/they) was/were authorized to execute the instrument and acknowledged it as the of to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Signature: (print name) (Seal or stamp) Page6 Grantor's Initials — NOTARY PUBLIC INAND FOR THE STATE OF WASHINGTON My appointment expires . Site Address -39 /9 )47/(4;907-\ Av‹-Project ' Building Permit # OW> OL D- _2m- s--- r ='---.4,----" :2';=_-:,- -a------:.:::----E------.-7-- Datir.'..-:_Iiiitialsr-----_;:7----•;• -n-4:tr----:,_.'";_N--="4 -:- ,,--1-e--,,L.---;- _,:,--72F;%-i,- -f-,-z-:-.:--e,-•:,7= Building 9/7.40/2 (0A--Gt-/-; yet,,,,C (Z-4441 i°401 /if f,A frA i ----I 1 LI A /°/, (PctL4---t_ I - 1 1J,--<,,cefr) 63tier-e,,,4„0 OF- Geci-hc .-,,,/ il , Public Works /,‘,VA , c .t.„v. , RANICIO?Da-\\ A°9 '% ''OM ' • . )e- 12S.4417 1 12Z/L'r-Nitoi2-w% i^ 5 - &e .-A-D--sz>_51-10....1 01-) 5,4 TuT i IrLi i I i°'lit; S 12-L I i i ---I ----- 1 , , Planning Z\-\k'i (--C # ff) \\ VC9.1" V_C1_11A\ __fN LSPV \C)--Z--a_li ___ T----- 1-10 .5114 I 1 01 e. c cecy\-- _c___\,j_e_v (.4„ 0-A-11) f , Storrrivvater \\0_ff _S___I . \_%.____i___ \Qc..._\\cs\ ipl), \,,,,J s\ s \\k, 1 5 Me.-- --tX.-C, 1-- - - -1 i logIZZ\i‘Ciq--6.Waet>aC) . /ON KUL) kaZ(44 16 -As Fire RI sa_ 63D0"rb , 11 0 rig_ .91.--e_A. 372---14-e _ 1 ,„, ji/IA /cIL.1 7 /0...,',,.,1,,,‘ u211, . ,ft t.-,/ ,07,_ : / 7• 9 5p ,,/ , it 1 t I My/ 'i ( ,vi-‘) v, i e fou--,/-• I/0:) i- q c.- c-v- '(, i?/` I ,-,)- i •,-.. 5 i-c, i q lc/ 3/et,.--(' ,.f v 5 p- ',-,,‘ r t ,-- Pi 7- A-rr-Po (3 0 Project Inter-Departmental Plan Review Tracking PLANNING, COMMUNITY,&ECONOMIC DEVELOPMENT DEPARTMENT Six #• u 'w fRESIDENTIAL BUILDING PERMIT APPLICATION 17 �� Ii °� J' Mailing Address:P.O. Box 547,Anacortes, WA 98221 ,q Office Location: 904 6th Street,Anacortes WA 98821 SEr 1 9 �18 Phone: (360) 293-1901, Fax: (360)293-1938 CITY OF ANACORTES PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): PARCEL(S)#: 39 lit M+t-IA:15 Ave. 11-582y _ _o`- %$- l Subdivision/Lot#: PROJECTVALUA ION: $ Ridge_50kh, Vof 2- �cV, 7 APPLICANT:'l + Wa-et Phone: (�1t 0 .3 0 — 403o -- Address(Street,City,State,Zip): e1$Z73 E-Mail Address: 1250 0 Petri614e. Mouw4- V164, 0 WA t ki Ct e 32.7 . o PROPERTY OWNER: Phone: GI1 r o-l'- Ward 54-e/t o;e. 1,Jarm. 5 4,0 - 630 - 5 Address(Street,City,State,Zip): E-Mail Address: Z5"Dv ci-cle,satte Lao I-. i.•J4 c1$/43 e i6•—I 327eAfJfev,4i1,UUk/1 CONTACT PERSON: Phone: llio Wa.-d 360 -6,3a -i-rG5 Address(Street,City,State,Zip): ' E-Mail Address: 17-5 n u 1Va r Vt i d e. (,av+e, C 1. rei 327 tug-Levi eed c o Levi LENDING AGENCY: �( Phone: Address(Street,City,State,Zip): E-Mail Address: CONTRACTOR: Phone: IAA/Mr iu I i/l e V _ 2(.00- (�3r) - re15 Address(Street,City,State,Zip): E-Mail Address: A?y541i 174.✓ ;de. !Ant, $41-, Verrw Let tA/.A g t-i 3 iq/(L-cd 52- r � tt r.A.: Professional License#: Exp.Date: *All Contractors&Subcontractors must have a valid City of Anacortes business license prior to doing work in the City. Contact the City's Business License#: Exp.Date: Finance Department at(360)299-1968. PROPOSED WORK: Ale to C ov7671r2-4617b.ti. , PROPOSED NEW SQUARE FOOTAGE: Basement SQ': t ❑ Finished Basement: ❑ Unfinished Basement lst Floor SQ': (p Z g I022- Garage/Carport SQ': 199 7 (19 2nd Floor SQ': jib g !q� Deck/Covered Porch/Patio SQ': Fire Sprinkler: 0 Yes El No Lot Area SQ': %/, a g 3 I declare under penalty of perjury that the information I have provided on this form/application is true, correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: ot* Ward Owner Ig( Agent ❑ (specify): Signature: Date: 9/! 1 //' P ge l of 20/F_ zs a r ems«-‘i1--- IMPERVIOUS SURFACE AREA: Existing Impervious SQ': New Impervious SQ': Total Disturbed Land/Soil SQ': Total Proposed: Cut: Fill: , New hard surfaces(pervious&impervious) Land converted from native vegetation to lawn or landscaping SQ' Land converted from native vegetation to pasture SQ' _,GI' MECHANICAL: Equipment Type: Appliance/Equipment Information (new and relocated): Total#: Furnace: Gas#: 1 ✓ Elec#: Other#: c'e_n.�— l Gas Water #: l Location(s): ` , o„.,X o"a_„ Heat Pump: Elec#: \ ✓ Other#: 1 Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: Exhaust Fans: Bath#: 3 :-' Laundry#: , Other: / 2 y Range Hood: #: 1 i Location(s): -—cL-- Fireplace: Gas#: \ Elec#: Other:#: Location(s): LZ,Th l Clothes Dryer:/Duct: Gas#: Elec#: `'I Other:#: Location(s): ---v-Af- Stove/Range/Oven: Gas#: `' Elec#: Other: #: Location(s): k., O,,. Gas Outlet(s): #: Lt./ Location(s): G'o. r /c.J VA..-- Li Other: #: Location(s): TOTAL OUTLETS: 0 PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): 3 ✓ Refrigerator water supply(for water/ice dispenser): t Kitchen Sink: \ / Pressure Reduction Valve/Pressure Regulator: Utility Sink: Water Service Line: i ` Tub: 3 Water Piping: Hand Sink: Clothes Washer: Shower: 1 Electric Water Heater: Tank-less? Yes ❑ No 0 Dishwasher: { Backflow Prevention Device: Hose Bib: : 3 Other: TOTAL OUTLETS: r 1 TOTAL OUTLETS: Page 2 of 3 Alike, PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT CHECKLIST Mailing Address:P.O. Box 547, Anacortes, WA 98221 \�tqw� Office Location: 904 6`h Street,Anacortes WA 98821 Phone: (360)293-1901, Fax: (360) 293-1938 Plans shall be of sufficient clarity to indicate the location,nature, and extent of the work proposed, and conform to the provisions of the adopted International Codes and City Ordinances. PERMIT TYPE: ".7 �. E.0• n tn SUBMITTAL REQUIREMENTS: p c o• c:' � E. fD , - The number indicates the number of ; " b aria copies for submittal (if applicable). TI 1'1 C AD 1Z C C -► .e cD r Residential Building Permit Application 1 1 1 1 1 Site Plan rawn to Scale & Surveyed—if 2 2 0 2 2 /' applicable Building Plans (Drawn to Scale) 2 2 2 2 2 / Reduced Site Plan(11"X 17") 2 2 0 1 1 Reduced Floor Plan(11"X 17") 2 2 2 2 1 / Structural Calculations(if applicable) 2 2 2 2 2 Energy Code Compliance(shown on plans) ✓ ✓ ✓ Drainage Plan/Small Parcel Stormwater 2 2 2 Plan Landscape Plan 2 2 2 Grading Plan/Cut/Fill 2 2 2 Critical Areas Report(if applicable) 1 1 1 1 Geotechnical Report(if applicable) 1 1 1 1 Plan Review Deposit(due upon submittal) ✓ I. Handouts and Standard Details may be found on the City's website at www.cityofanacortes.org or can be obtained at City Hall during normal business hours. 2. Plans/calculation/reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. Page 3 of 3 1 I-5 flU COPY V Y. ; Planning, Community, & Economic Development Department G\ ° : PO Box 547, Anacortes, WA 98221 T` PH: 360.299.1984 13 Elements of SWPPP > (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed on Pg. 236 of the 2014 Stormwater Management Manual for Western Washington(SWMMWW). A link is provided on the City of Anacortes website,under Planning, Community, & Economic Development Department,as well as under Stormwater on the Engineering Division of Public 1Work's page. Owner Name: Eli; 1.00,rc\ Site Address: 39 /H M; � �..�. " . Prepared By: The Stormwater checklist or building permit determined that: ❑ The 13 elements must be addressed for ❑ These elements must be addressed for construction activity adding under 2,000 construction activity adding 2,000 sq.ft. sq. ft.of hard surface area. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element,explain the best management practices (BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits 0 Before beginning land disturbing activities, including clearing and grading,clearly mark all clearing limits,sensitive areas and their buffers, and trees that are to be preserved within the construction area. 111 Retain the duff layer,native top soil, and natural vegetation in an undisturbed state to the maximum degree practical. c ie,s- rc,c.1._ :.A A h.t ,.r 4s4 -v ri "u•. 11.rws- } 3,4,2 L .— Jty .a • Page 1 of 8 March, 2017 ELEMENT 2: Establish Construction Access C' Limit construction vehicle access and exit to one route,if possible. V Stabilize access points with a pad of quarry spalls, crushed rock,or other equivalent BMPs,to minimize tracking onto roads. O Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. E7 If sediment is tracked off site,clean the affected roadway thoroughly at the end of each day,or more frequently as necessary(ex:wet weather). Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. U/Conduct street washing only after sediment is removed in accordance with the above bullet. ❑ Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. ;N h`ie sh9. r Ut,AL. ELEMENT 3: Control Flow Rates O Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. O Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading.Assure that detention facilities function properly before constructing site improvement(e.g. impervious surfaces). ❑ If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. • f7s i cw�ti nn".e. C:; Trrr�lc , Ales Sit c�1�3 r�x _ �a v . u� ljtsi \ k� Cb e p�a[2 r� c�.-� ��'tdt-a to Cl.� gtk-— flw . ELEMENT 4: Install Sediment Controls VDesign, install,and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. O Construct sediment control BMPs(sediment ponds,traps,filters, etc.)as one of the first steps in grading.These BMPs shall be functional before other land disturbing activities take place. it Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount,frequency, intensity and duration of precipitation,the nature of resulting stormwater runoff,and soil characteristics, including the range of soil particle sizes expected to be present on the site. O Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an Page 2 of 8 March, 2017 infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP,but must meet the flow control performance standard in Element#3, bullet#1. O Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. re-Provide and maintain natural buffers around surface waters,direct stormwater to vegetated areas to increase sediment removal,and maximize stormwater infiltration. ❑ Where feasible,design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. :s i LA,cr--& A //��-�... t.� ..fj�.._v.,-�i- - c rr.,..1r-' '� r�..7• _ 4P'4-- �G wg 5"�.+i�1`�� S'_ iJ �?.�- vJ�.Lati.� .�.VA A-- ~iJ S ,i G`c - ELEMENT 5: Stabilize Soils El Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to:temporary and permanent seeding,sodding, mulching, plastic covering,erosion control fabrics and matting,soil application of polyacrylamide (PAM),the early application of gravel base early on areas to be paved,and dust control. ❑ Control stormwater volume and velocity within the site to minimize soil erosion. ❑ Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. O Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season(May 1—Sept 30): 7 days o During the wet season (Oct 1—Apr 30):2 days ❑ Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. El Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible, be located away from storm drain inlets,waterways, and drainage channels. ❑ Minimize the amount of soil exposed during construction activity. Ear Minimize the disturbance of steep slopes. L' Minimize soil compaction and, unless infeasible,preserve topsoil. 1 \-e- ‘I1d.s LA .ram . ?J cc,-; S et.9c; \fit A; -% . 5 1-._ ., % z S.ta.ae.v1 a.v.r-\ ELEMENT 6: Protect Slopes ❑ Design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness,and roughening slope surfaces(Ex:track walking). Page 3 of 8 March, 2017 ❑ Divert off-site stormwater(run-on)or ground water away from slopes and disturbed areas with interceptor dikes,pipes,and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. ❑ At the top of slopes,collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10-minute time step from a Type 1A, 10-year,24-hour frequency storm for the developed condition.Alternatively,the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model(WWHM)to predict flows, bare soil areas should be modeled as "landscaped"area. o Where 15-minute time steps are available in an approved continuous runoff model,they may be used directly without a correction factor. O Place excavated material on the uphill side of trenches,consistent with safety and space considerations. ❑ Place check dams at regular intervals within constructed channels that are cut down a slope. ❑ Consider soil types and its potential for erosion. ❑ Stabilize soils on slopes, as specified in Element 5. ❑ BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. ]� �. n(t— ' YIULI 4L*t�O C1�rq." 0wk.%) �G'� . fL�.tlO Ci�C rA.W 4Z•Zot i1\ l,.wc �S�nr ]s.. _ +a..� S s\ tk-t.M�• ELEMENT 7: Protect Drain Inlets ❑ Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage(unless a different standard is specified by the product manufacturer). ❑ Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. O Inlets should be inspected weekly at a minimum and daily during storm events. ve.) rc.v. iaLc/tS t �f..c.�L. r o. � S ccsem-U-. rc .k. . Pa Sos AS wi k,`- �. (PL.- rp� Page 4 of 8 March, 2017 ELEMENT 8:Stabilize Channels and Outlets ❑ Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above: ❑ Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent streambanks,slopes, and downstream reaches at the outlets of all conveyance systems. ❑ The best method for stabilizing channels is to completely line the channel with a blanket product first,then add check dams as necessary to function as an anchor and to slow the flow of water. j 1�,¢ 16J- ! 5 ` ...,.s*SA e..,-e.. AA> SAA.5 k. �.a 8a..-4-.E;v "G h.esi;\ y ELEMENT 9: Control Pollutants ❑ Design, install, implement,and maintain effective pollution prevention measures to minimize the discharge of pollutants. ❑ Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. ❑ Provide cover,containment, and protection from vandalism for all chemicals, liquid products, petroleum products,and other materials that have the potential to pose a threat to human health or the environment.On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. ❑ Conduct maintenance,fueling,and repair of heavy equipment and vehicles using spill prevention and control measures.Clean contaminated surfaces immediately following any spill incident. ❑ Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water,such as closed-loop recirculation or upland land application,or to the sanitary sewer,with local sewer district approval. Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. ❑ Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. ❑ Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources.The sources for this contamination include, but are not limited to:bulk cement, cement kiln dust,fly ash, new concrete washing and curing waters,waste streams generated from concrete grinding and sawing,exposed aggregate processes,dewatering concrete vaults, concrete pumping,and mixer washout waters.Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. Page 5 of 8 March,2017 ❑ Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains,open ditches, streets, or streams. Do not dump excess concrete on site,except in designated concrete washout areas.Coperete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. ❑ Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. ❑ Woody debris may be chopped and spread on site. ❑ Conduct oil changes,hydraulic system drain down,solvent and de-greasing cleaning operations, fuel tank drain down and removal,and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures,such as drip pans. ❑ Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and,if raining, over f� the vehicle. ,/ �A 11 , c.�,=..►,t,_ -ma ‹lot �,`��,,,Q,r..�4- -r.n.v1-• .w1, V\ \ LS•n-2.. .�.. J3_ .A., 6-4\ '�+� ‹l+U V. 13O t' 4 v-7� G�C.C,a..r -erg,— LA�l� $ w[MA V` � i..�.Q.wT- l.a Alk ..cU' ea ai k,. ELEMENT 10: Control De-Watering ❑ Discharge foundation,vault, and trench dewatering water,which have characteristics similar to stormwater runoff at the site,into a controlled conveyance system before discharge to a sediment trap or sediment pond. ❑ Discharge clean, non-turbid de-watering water, such as well-point ground water,to systems tributary to,or directly into surface waters of the State,as specified in Element 8,provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State"may exist on a construction site as well as off site;for example,a creek running through a site. ❑ Handle highly turbid or contaminated dewatering water separately from stormwater. ❑ Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck,for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. ❑ Construction equipment operation,clamshell digging,concrete tremie pour,or work inside a cofferdam can create highly turbid or contaminated dewatering water. ❑ Discharging sediment-laden (muddy)water into waters of the State likely constitutes a violation Page 6 of 8 March, 2017 of water quality standards for turbidity.The easiest way to avoid discharging muddy water is through infiltration land preserving vegetation. :7 i.)-e-a roJ.r . \ \x 414, s Tom_ �� v� Le i - ay. 4-12.10 v\ t'l t_ Je c a ;rt, 11...... J r + `--1. - r U^•, ELEMENT 11: Maintain BMPs ❑ Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. ❑ Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed.Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. ❑ Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction. All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the construction documents. ❑ Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. 5 'LA-4 , 7�.� sv�is s ; - Jg 1 w.w,a dwv4a }..r.> ..,./*^nre ELEMENT 12: Manage the Project—Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL)for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. Management details starting on Pg. 250. ❑ Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. ❑ Inspection and monitoring—Inspect, maintain,and repair all BMPs as needed to assure continued performance of their intended function. ❑ Maintain, update,and implement the SWPPP. ❑ Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g., subdivision approval). ❑ From Oct 1 through Apr 30,clearing, grading, and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: Page 7 of 8 March,2017 1. Site conditions including existing vegetative coverage,slope,soil type,and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance.The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. ❑ The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100%infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. i 5k f e L Nt o ,l,�24.jfe9 4 61.,s 1 f-T•etc. . \ ud d- i�-- 7 •\ ELEMENT 13: Protect Low Impact Development BMPS ❑ If implementing any bioretention facilities or rain gardens,see Pg. 253 for requirements. S t ua� �-- • ` -4, t�.- Zvi. J I�1 Cam aQS L. 1(eti.v.�N.�i..> ►�,via Vlefite Applicant Signature Date Page 8 of 8 March, 2017 Cricchio, Kevin From: Cricchio, Kevin Sent: Tuesday, October 2, 2018 9:39 AM To: 'eward327@hotmail.com' Cc: Frisinger, Rob; Fyrrce, Groc; Lange, Steve Subject: 9-27-18 Resubmittal BLD-2018-0588, 3914 Michigan Avenue 10-2-18 Elliot, Thanks for the 9-27-18 revisions per my email below. I have completed my review of this.The only item I am still waiting on is the geotechnical report as was discussed below. When you have a copy of this which is site specific to your subject property, please provide me with a copy of this. Please note that additional reviews from other departments/persons are still pending and may result in additional requested revisions. Thanks. Kevin Cricchio, AICP, ISA, WPIT I Associate Planner I Certified Arborist Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.orq I www,cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. From: Cricchio, Kevin Sent: Monday, September 24, 2018 1:02 PM To: 'eward327@hotmail.com' Cc: Frisinger, Rob; Fyrrce, Groc; Lange, Steve Subject: BLD-2018-0588, 3914 Michigan Avenue 9-24-18 RE: BLD-2018-0588,3914 Michigan Avenue Elliot, Recently you submitted for a building permit application to construct a residence at 3914 Michigan Avenue. I have performed a cursory review of your application material on behalf of the Planning Department and have determined additional information/revisions are needed as follows: 1. The site plan needs to reflect the subject property/lot and be drawn to scale with the exact dimensions as is shown on the recorded plat—Plat of Rock Ridge South Phases 1 & 2. It needs to show all property lines (including curve-linear). It needs to scale verbatim to the lot dimensions as listed on the recorded plat.The site plan also needs to show the setback lines as measured from each property line and any existing easements located on the subject property. Any adjacent streets need to be labeled as such on the site plan.Additional requirements for site plans can be found here. 1. 2. A site visit was conducted today. Since the subject property abuts a steep slope, a geotechnical report prepared by a geotechnical professional is required. 3. A landscape plan is required that shows a minimum of 20%of the subject property landscaped. Additionally, on the landscape plan one (1) tree is required for each 1,000 square feet of land area. According to the recorded plat, the subject property is 11,283 square feet.Therefore, 11 trees will be required. Native vegetation is preferred. 4. Lot coverage calculations need to be shown on the site plan.The maximum permitted in the R2 Zoning District is 35%. 5. The average original grade for the proposed house needs to be shown on the building elevations and how yo u are complying with the maximum permitted height above this—thirty—five (35) feet. 6. Has Rock Ridge home-owner's association reviewed and approved your building plans yet? Kevin Cricchio, AICP, ISA, WPIT I Associate Planner I Certified Arborist Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@citvofanacorles.orq I www.cityofanacorfes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 2 Cricchio, Kevin From: Cricchio, Kevin Sent: Monday, September 24, 2018 1:02 PM To: 'eward327@hotmail.com' Cc: Frisinger, Rob; Fyrrce, Groc; Lange, Steve Subject: BLD-2018-0588, 3914 Michigan Avenue 9-24-18 RE: BLD-2018-0588, 3914 Michigan Avenue Elliot, Recently you submitted for a building permit application to construct a residence at 3914 Michigan Avenue. I have performed a cursory review of your application material on behalf of the Planning Department and have determined additional information/revisions are needed as follows: 1. The site plan needs to reflect the subject property/lot and be drawn to scale with the exact dimensions as is shown on the recorded plat—Plat of Rock Ridge South Phases 1&2. It needs to show all property lines (including curve-linear). It needs to scale verbatim to the lot dimensions as listed on the recorded plat.The site plan also needs to show the setback lines as measured from each property line and any existing easements located on the subject property. Any adjacent streets need to be labeled as such on the site plan.Additional requirements for site plans can be found here. 2. A site visit was conducted today. Since the subject property abuts a steep slope, a geotechnical report prepared by a geotechnical professional is required. 3. A landscape plan is required that shows a minimum of 20%of the subject property landscaped. Additionally, on the landscape plan one (1)tree is required for each 1,000 square feet of land area.According to the recorded plat, the subject property is 11,283 square feet.Therefore, 11 trees will be required. Native vegetation is preferred. 4. Lot coverage calculations need to be shown on the site plan.The maximum permitted in the R2 Zoning District is 35%. 5. The average original grade for the proposed house needs to be shown on the building elevations and how you are complying with the maximum permitted height above this—thirty—five (35)feet. 6. Has Rock Ridge home-owner's association reviewed and approved your building plans yet? Kevin Cricchio, AICP, ISA, WPIT I Associate Planner I Certified Arborist Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.org I www.cityofanacortes.org My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 I Cricchio, Kevin From: Cricchio, Kevin Sent: Tuesday, October 2, 2018 2:23 PM To: 'elliott ward' Cc: Frisinger, Rob; Fyrrce, Groc Subject: RE: 9-27-18 Resubmittal BLD-2018-0588, 3914 Michigan Avenue Attachments: AntoneWy_2310.pdf R.pdf; MichiganAve_3912.pdf Elliot, attached hereto are PDFs from both of your abutting neighbors. Both of these residences obtained a geotechnical evaluation from a qualified professional (Geolest& MTCI respectively) as part of constructing a residence abutting steep slopes.You will need a geotechnical evaluation as well that is project specific (for the subject property) as part of your building permit application. Let me know if you have any further questions.Thanks. Kevin Cricchio, AICP, ISA, WPIT I Associate Planner I Certified Arborist Planning,Community&Economic Development Dept. City of Anacortes P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293,1937 (work) I kevinc@cityofanacorfes.orq I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. From:elliott ward Sent:Tuesday, October 2, 2018 1:41 PM To: Cricchio, Kevin Subject: Re: 9-27-18 Resubmittal BLD-2018-0588, 3914 Michigan Avenue Kevin, Thank you for your response. I was in last Thursday to turn in all of the items that you requested less the Geotechnical report. I asked for a copy of the geotechnical report for 2310 Antoine Way which sits on top of the slope in question. The staff was unable to locate the report and suggested I email you. Is it possible to review the geotechnical report from Antoine Way?In the previous email that you stated the geo report"is site specific to your subject property."However, article 17.70.180 which you referenced in your prior email states that "Geologically hazardous areas...may increase the hazard to surrounding development and use."This would indicate that the geo report from 2310 Antoine Way would in fact address the issue of the steep slope in question. That home is built on the slope with a 10' building setback and my project will not be built on the aforementioned slope as there is a 20' building setback. The City topographic map confirms the slope with elevations from 370'-390'. I contend that the geotechnical report for 2310 Antoine Way should address any concerns about the shared slope that you may have. I have taken phots of the slope and will send them to you in an attachment directly following this email. From 17.70.180, my lot has no Erosion, Landslide, mine or volcanic hazards as it is blasted into solid rock. That leaves only the possibility of(C) Seismic hazards referenced in 17.70.190. Of items 1-9, only#5 has the possibility of becoming a factor. "Slopes having gradients steeper than eighty percent subject to rock fall during seismic shaking; See WAC 365-190-080(4)(d)(vi). Starting at the base of the slope,to the neighboring home, the rise is 20' while the run is 30'. That is a grade of 66%,which is less than the 80%required to be considered a specific hazard area. 17.17.190(90) states "Any area with a slope of forty percent or steeper and with a vertical relief of ten or more feet except areas composed of consolidated rock" fall under landslide hazard. The slope of i my lot has no vertical relief greater than ten feet and is composed of consolidated rock. The slope in question does not meet the qualifications of being designated a geologically hazardous area under 17.70.180. Please don't take me as argumentative. I don't see the logic in spending large sums of money on a geotechnical report for a slope that should already have been studied by the home perched atop it. If a geotechnical report was not done for 2310 Antoine Way, it would indicate that no criteria set forth in 17.70.180 were met for the slope to meet the minimum qualifications of a geologically hazardous are. After reviewing this, please let me know how you would like to proceed. Thank you, Elliott Ward On Oct 2, 2018, at 9:39 AM, Cricchio, Kevin<kevinc@cityofanacortes.org> wrote: 10-2-18 Elliot, Thanks for the 9-27-18 revisions per my email below. I have completed my review of this. The only item I am still waiting on is the geotechnical report as was discussed below. When you have a copy of this which is site specific to your subject property, please provide me with a copy of this. Please note that additional reviews from other departments/persons are still pending and may result in additional requested revisions.Thanks. Kevin Cricchio, AICP, ISA, WPIT I Associate Planner I Certified Arborist Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I key nok ityofanaco tes,org I www city_ofanaco tgs,grg My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42 56. From: Cricchio, Kevin Sent: Monday, September 24, 2018 1:02 PM To: 'eward327@hotmail.com'<eward327@hotmail.com> Cc: Frisinger, Rob<robf@cityofanacortes.org>; Fyrrce, Groc<gfyrrce@cityofanacortes.org>; Lange, Steve <stevel@cityofanacortes.org> Subject: BLD-2018-0588, 3914 Michigan Avenue 9-24-18 RE: BLD-2018-0588,3914 Michigan Avenue Elliot, Recently you submitted for a building permit application to construct a residence at 3914 Michigan Avenue. I have performed a cursory review of your application material on behalf of the Planning Department and have determined additional information/revisions are needed as follows: 2 1 1.The site plan needs to reflect the subject property/lot and be drawn to scale with the exact dimensions as is shown on the recorded plat—Plat of Rock Ridge South Phases 1 & 2. It needs to show all property lines(including curve-linear). It needs to scale verbatim to the lot dimensions as listed on the recorded plat. The site plan also needs to show the setback lines as measured from each property line and any existing easements located on the subject property. Any adjacent streets need to be labeled as such on the site plan. Additional requirements for site plans can be found here. 2.A site visit was conducted today. Since the subject property abuts a steep slope, a geotechnical report prepared by a geotechnical professional is required. 3.A landscape plan is required that shows a minimum of 20%of the subject property landscaped. Additionally,on the landscape plan one (1)tree is required for each 1,000 square feet of land area. According to the recorded plat, the subject property is 11,283 square feet.Therefore, 11 trees will be required. Native vegetation is preferred. 4. Lot coverage calculations need to be shown on the site plan.The maximum permitted in the R2 Zoning District is 35%. 5.The average original grade for the proposed house needs to be shown on the building elevations and how you are complying with the maximum permitted height above this—thirty—five(35) feet. 6. Has Rock Ridge home-owner's association reviewed and approved your building plans yet? Kevin Cricchio, AICP, ISA, WPIT I Associate Planner I Certified Arborist Planning, Community& Economic Development Dept. City of Anacortes J P.O. Box 547 J 904 6th Street J Anacortes, WA 98221 360.293.1937 (work) ) kevinc@cityofanacorfes.orq I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 3 n, a , • T ., ells: � , !y r • ,r :e• l. it It • =i a ' • 4.4. • Y 1 { • �'f#fn• l. • lC 4 ,. 6 V . ajzft" + 14! t 9 y - kAt , • .i ' (( ,lk r • • {,�,] 3ry - .„.ei :. x F i -ti � - _ � • • ys. • ns a .'gt 1 ! a it 'd I' •_ R t� I .1.,. , is,.. ' : ' . l o • '. I• `t 3 • • • • fY XA i 1 ~ • sN. . " f • • • ' sit✓` t;]} r..- - - i ` - E • Mvt4..r M : '; ,J • E .1 • .1 i a ss i'PP s �f xr�r �: : 5 { ' 140 • • h w a Pl , • II d •Y ..y f Y 1 t sty . , .l, sa yf i ,y., f „ _ ..t' ii T,44N�o r ( - _ • j1 • Y • yfx b ,`�i y i.;` • > it •, - • r ' - '10 • T° y f 1 1 1 I • S 4 i'. 7 t ' .ly bla. 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Ski { E [y-C �!. 1 '.t9 • yY JI ' ` - 1r . /, A. .1 - .}- ' - p. sue •, v, ,. . - 4.14 • ..fir tom:' r+ f Y •I. a • • ` 1 • • • o y IV 4:4114 - • �,a Yt1• • •- • . 9 ; - < - r ' • Y •� x J 41... .. • a _ o • • • IF • 5:' p. -• .. r 4 J . ! I "may . - '�,bf„ - • ' t • ,y �. _ ,r . V ' Y r M1 ' }` • • - _ .- - ' * t,''. {f{f " Ia t �_k. T4. • a f: -1. - . . yAy gy =-0 or- x o Planning, Community, & Economic Development Department 't 4 PO Box 547, Anacortes, WA 98221 PH: 360.299.1984 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed on Pg.236 of the 2014 Stormwater Management Manual for Western Washington (SWMMWW).A link is provided on the City of Anacortes website, under Planning, Community, &Economic Development Department,as well as under Stormwater on the Engineering Division of Public Work's page. Pb .7-1-ig K.MJ Owner Name: E ck—A- .1e') atAfbc- E j `7 Site Address: 39 / Av-e- • Prepared By: F�. The Stormwater checklist or building permit determined that: 0 The 13 elements must be addressed for 0 These elements must be addressed for construction activity adding under 2,000 construction activity adding 2,000 sq.ft. sq.ft.of hard surface area. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element, explain the best management practices (BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits ❑ Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits,sensitive areas and their buffers, and trees that are to be preserved within the construction area. ❑ Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practical. �l t ,i- 1 C:VArr �9\&s b a i+ne 4 rt.( v rx u-- v�r,,.. :) i'Vf› d-a bt Page 1 of 8 March, 2017 ELEMENT 2: Establish Construction Access pj D' Limit construction vehicle access and exit to one route, if possible. iY Stabilize access points with a pad of quarry spalls,crushed rock,or other equivalent BMPs,to minimize tracking onto roads. k u ❑ Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. 617 i( If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day,or n more frequently as necessary(ex:wet weather). Remove sediment from roads by shoveling, sweeping,or pick up and transport the sediment to a controlled sediment disposal area. I/Conduct street washing only after sediment is removed in accordance with the above bullet. ❑ Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. tt CC-c.a.!) .. l`M c J�. e.M �s..� Fz.r e riw ,res-c t^rve. (U4,� , j'y l� r ELEMENT 3: Control Flow Rates ❑ Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. ❑ Where necessary to comply with the bullet above,construct stormwater retention or detention facilities as one of the first steps in grading.Assure that detention facilities function properly before constructing site improvement(e.g. impervious surfaces). ❑ If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. , ►•.",.Q.rne. wc1L . JJv S�i� TITfit;: \ k to 0 < aL-A c3.." . ELEMENT 4: Install Sediment Controls /Design, install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. ❑ Construct sediment control BMPs(sediment ponds,traps,filters, etc.) as one of the first steps in grading.These BMPs shall be functional before other land disturbing activities take place. f"Minimize sediment discharges from the site.The design, installation and maintenance of erosion and sediment controls must address factors such as the amount,frequency, intensity and duration of precipitation,the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. ❑ Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an Page 2 of 8 March, 2017 infiltration facility. Runoff from fullystabilized areas maybe discharged without a sediment Y g removal BMP,but must meet the flow control performance standard in Element#3, bullet#1. ❑ Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. C Provide and maintain natural buffers around surface waters,direct stormwater to vegetated areas to increase sediment removal,and maximize stormwater infiltration. ❑ Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. qi 1-t ;S )ji b t`bz k , w;h, 10,..vt. �� s t ��. .e zs� ii5 Li" 011/4-re // - l•.U�wg t,�+—. a: .ar�l p,A ..r-. ‘0,011 ti— s' f u' G,:1.g,,,.yr 1�..7.:-�t.� t�.a a \Y k 'b e i't! /-sue r'r��•-•3 (.iP.Ms: , �1 ELEMENT 5: Stabilize Soils D Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to:temporary and permanent seeding,sodding, mulching, plastic covering,erosion control fabrics and matting, soil application of polyacrylamide (PAM),the early application of gravel base early on areas to be paved, and dust control. D Control stormwater volume and velocity within the site to minimize soil erosion. ❑ Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. D Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season(May 1—Sept 30):7 days o During the wet season (Oct 1—Apr 30): 2 days ❑ Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. ❑ Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible, be located away from storm drain inlets,waterways,and drainage channels. ❑ Minimize the amount of soil exposed during construction activity. C' Minimize the disturbance of steep slopes. Li' Minimize soil compaction and,unless infeasible, preserve topsoil. Uc,14._ , ,*j, Svti\ S <Jl.r1 `i i 5.c._, .al k. s 1 i S i7L ) . ELEMENT 6: Protect Slopes ❑ Design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include, but are not limited to,reducing continuous length of slope with terracing and diversions, reducing slope steepness,and roughening slope surfaces(Ex:track walking). Page 3 of 8 March, 2017 ❑ Divert off-site stormwater(run-on)or ground water away from slopes and disturbed areas with interceptor dikes,pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. O At the top of slopes,collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10-minute time step from a Type 1A, 10-year,24-hour frequency storm for the developed condition.Alternatively,the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM)to predict flows, bare soil areas should be modeled as "landscaped"area. o Where 15-minute time steps are available in an approved continuous runoff model,they may be used directly without a correction factor. ❑ Place excavated material on the uphill side of trenches,consistent with safety and space considerations. ❑ Place check dams at regular intervals within constructed channels that are cut down a slope. ❑ Consider soil types and its potential for erosion. ❑ Stabilize soils on slopes, as specified in Element 5. ❑ BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. Cto.rr 1.-41- i2uc.L Virr-Aa & , ]`� 1tiw L1151w�J s-+A_ \S &A-0.13 ELEMENT 7: Protect Drain Inlets ❑ Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage(unless a different standard is specified by the product manufacturer). ❑ Where possible,protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. ❑ Inlets should be inspected weekly at a minimum and daily during storm events. ��n.rss v-I`t NX> Ci.✓L':v.- 14 t a,.- *If(.cul.. 4-041 1 S -TN.., 4;'tA kA .) ra,A, . Pv So;� wie �J1CCJ+� cnwh 1 � kavr.1 - Page 4 of 8 March, 2017 ELEMENT 8:Stabilize Channels and Outlets ❑ Design,construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above: ❑ Provide stabilization, including armoring material,adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches at the outlets of all conveyance systems. ❑ The best method for stabilizing channels is to completely line the channel with a blanket product first,then add check damsas necessary to function as an anchor and to slow the flow of water. 1' - f b,- 5 1 9)AAJK-mot 'ry i. . 4 krt-.-A- e,.vt v.t, r:�..z.4,4..l� 1 6 ®"Z,Ar_.�'. -.f`b<j: . Cl."--St C�'+A.�.-(� e.4 1C�. 1�*/a �1,..";•,\7 Cit.I'r i.i. e .L. . t-o. .a2"..4 A.t . 8 4.-1 at }% ii., t•wti)V\ '11-e-- e. .. 9 p rN,JM.ee� #• i .l—r-e — .�..'zs'.-5i 451..- W`'-+-•.. 0,...[-4t1 1`^ „5 m , ELEMENT 9: Control Pollutants ❑ Design, install, implement,and maintain effective pollution prevention measures to minimize the discharge of pollutants. ❑ Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. ❑ Provide cover,containment, and protection from vandalism for all chemicals, liquid products, petroleum products,and other materials that have the potential to pose a threat to human health or the environment.On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. ❑ Conduct maintenance,fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. ❑ Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water,such as closed-loop recirculation or upland land application,or to the sanitary sewer,with local sewer district approval.Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. ❑ Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. ❑ Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources.The sources for this contamination include, but are not limited to:bulk cement,cement kiln dust,fly ash, new concrete washing and curing waters,waste streams generated from concrete grinding and sawing,exposed aggregate processes,dewatering concrete vaults, concrete pumping,and mixer washout waters.Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. Page 5 of 8 March,2017 ❑ Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground,or into storm drains,open ditches, streets, or streams.Do not dump excess concrete on site,except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. ❑ Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. ❑ Woody debris may be chopped and spread on site. ❑ Conduct oil changes,hydraulic system drain down,solvent and de-greasing cleaning operations, fuel tank drain down and removal,and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures,such as drip pans. ❑ Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining,over the vehicle. A'', -v&- .' 0f C,e,,a,..,�- ��.c3r 1yz ,a.gw�7i Sti+v V. � �.1 V` Gr G r -k✓b"�^^, L) 3 M- . ELEMENT 10: Control De-Watering ❑ Discharge foundation,vault, and trench dewatering water,which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. ❑ Discharge clean,non-turbid de-watering water, such as well-point ground water,to systems tributary to,or directly into surface waters of the State, as specified in Element 8,provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system.Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State"may exist on a construction site as well as off site;for example,a creek running through a site. ❑ Handle highly turbid or contaminated dewatering water separately from stormwater. ❑ Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck,for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. ❑ Construction equipment operation,clamshell digging, concrete tremie pour,or work inside a cofferdam can create highly turbid or contaminated dewatering water. ❑ Discharging sediment-laden (muddy)water into waters of the State likely constitutes a violation Page 6of8 March,2017 of water quality standards for turbidity.The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. tt 5- ti(S ' u e— a.s_ �� i3 C�Ay�r.l`.— t+.. <As.-• a s�:1 e.� Vlti 6A•(i'V\ W i l/\ t ._ Yv4h.,..4,7Z.13 ELEMENT 11: Maintain BMPs ❑ Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. O Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed.Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. O Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction. All BM Ps that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the construction documents. O Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. 5ti �-- �► �,it,s �.�� . :�� s-0;\s A.--s ,; ig 4-&j_ 1 ws flu—Ur -I o sz>11 k ELEMENT 12: Manage the Project—Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL) for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction,the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. Management details starting on Pg. 250. O Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. O Inspection and monitoring—Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. O Maintain, update, and implement the SWPPP. ❑ Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g., subdivision approval). O From Oct 1 through Apr 30, clearing,grading, and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: Page 7 of 8 March, 2017 1. Site conditions including existing vegetative coverage,slope,soil type,and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance.The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. ❑ The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and(sediment control facilities.` 1%-e- er+�-;.t °�;�^C. i s Q(-es);o ttPil-e.12.r�l�e.9 4 8' i4,s),-Lei rtiz c `�q /�..,31 ✓Ce,<�v 1"-- • �iU j.1�z..+:l ��J try 1.� ,. .`\ . ELEMENT 13: Protect Low Impact Development BMPS ❑ If implementing any bioretention facilities or rain gardens,see Pg. 253 for requirements. 1;1,3' atie9/Viite Applicant Signature Date Page 8 of 8 March, 2017 %Nom Materials Testing & Consulting, Inc® , ,, Geotechnical Engineering& Consulting•Special Inspection •Materials Testing• Environmental Consulting - ' ,,, ',.+•OP Ward Residence m 18B356 d Field Report: Geotechnical consulting: Report #F197119 CLIENT DATE 11/26/2018 PROJECT LOCATION 3914 Michigan Avenue Anacortes WA 98221 PERMIT # Inspection information: Inspection Date: Time Onsite: 9:00 Weather •Overcast and Gt>stincr, 50s. srinl�y • 11/26/2018 AM Conditions: Inspection Performed: Geotechnical consulting Comments: . MTC was on site per the client's request to verify the suitability of existing building pad conditions across a previously prepared parcel located at 3914 Michigan Avenue in Anacortes. MTC met with the contractor during our visit, and discussed the previous uses of the property and when the lot preparation had taken place prior to our evaluation. The • contractor conveyed to MTC that the lot had previously been leveled using blasting techniques followed by placement of an unknown amount of fill on the lot prior to its use as storage approximately 15 years ago. MTC understands that this visit is an elective measure by the client to satisfy upcoming building approval requirements if deemed necessary, The contractor proposes to place footings at the present grade of the parcel as referenced below. MTC directed the excavation of three test pits in order to constrain the depth of fill soils placed over reported bedrock conditions, and to assess the conditions of the fill soils themselves for general competency as building pad fill. All excavations were conducted immediately outside of the proposed building footprint to preserve the existing conditions, Test pit TP-1 was excavated directly west of the garage wall. Test pit TP-2 was excavated at the center of the parcel near the junction of the northern garage wall and the western living area wall. Test pit TP-3 was excavated approximately central to the eastern house wall. Test pits were advanced to 0.3 to 2.5 feet below present grade and terminated either on bedrock conditions or very dense fill soil conditions. Bedrock was reached at test pits TP-1 and TP-2 at 0.3 and 2,4 feet below present grade (GPD), respectively. Bedrock in the vicinity is mapped as the Fidalgo Ophiolite by Brown and others (1979). Our findings of massive diorite bedrock in and around the site are consistent with these findings, At all test pits, approximately 0.1 to.0.2 feet of slightly organic-rich gravelly soils were present at the surface. Below this thin veneer of organic-rich soils was poorly sorted gravel with sand and trace silt, These soils were in dense to very dense and damp conditions at all locations. Gravel was angular, ranged up to approximately 1.0 feet in diameter, and appeared to be the tailings of previous bedrock excavations in the area. • MTC used a standard steel-tipped T-probe to further asses the conditions of soils across the building site at the present grades proposed for bearing future footing elements. Penetration depths ranged from 0 to 2" maximum at all locations along and within the proposed house footings. Soils were consistently dense below the thin loosened surface conditions. Based on the findings of subsurface potholing and surface observations, the existing conditions appear to be firm and unyielding and suitable for development of the proposed single-family residence. No unsuitable conditions were encountered within test pit excavations, Bedrock conditions were typically present at shallow depths within a few feet of the current grade, and were overlain by consistently dense to very-dense gravels found at all pothole locations. Prior to foundation placement, we recommend final preparations at footing and slab-on-grade locations include spot removal of notable organics and vegetation matter, regrading as needed to establish a level surface, and recompacting the subgrade at final foundation grades, MTC can be contacted to return at the request of the client for additional construction testing/verifications. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.198(1 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website- www.mtc-inc.net Ward Residence - 18B356, 11/26/2018, #F197119,Page 1 of 2 Materials Testing & Consultin Inc . Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • E , , ..,. . nvironmental Consulting ,...06. ,.. . 't ,...... . ,. ..........„ ... ,... ......,, .. . . S `Z 3i t j «; a1 x A r rt' Rt ��u 9 sq i s L S L rppy.. K Ili 4 \y„'#n I. +. ., 2.,*(..2.- s •s •,.v E k 9 "e3�,y 8 /av'..1.: F P Y �Y 1..,55w s" •.' 1 - �JI4s<q, �+ E y ?` - E-;(-Z- ✓s2 Ls+ ` -... 2,R'y 77F!s,llir Rai. • .,..lr [< � �l r e«^Y,3 C'j J ��‘ �S} •• zF err y ' e/4� a ' j S;t. Sy. 44t re 1 ° ., < ' e,w. �++ 0,51,W lt54s" e, - 1 a i m AaY fi M r '$' r "'� 2„- .♦ w 'r`.. Y is 5 9 R(4L . . y� s; d'L ' 3... 1a: 0-r 44 'y" -d ; s k'EPt`k"i r:- 7.t i ,:—" r • • Y r f r 3 -ate c 'y`� �s s .rsc �& a.< * r .. J..; `t' y-.f's,4 . avr`/ y-F 9,,e 1- fx as r. . �' N: 3'. v { i..ci. ' f' — K []W ytiyY M\Y NY lx'�9R5 �S<{ e # '• 'eNn" yy.. .4✓a�^i{ay _.y Rl '!` _ pp}pyyQ 1 •SM'� � ,��Ri n. �51f' r _b��i -T^ a wGiC.Ma ." \'�lA•fir+:r) S"J'Y J i' .�v.�' i Y' z s ^f �r .�cir, o � �i..7�• ti 1'iS�'�. , J. 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Mil, i4h` ....'a ° e.k y."y,• s.Y• ', , #.' g "Ps .; a f e8 ', re �T S' e e �3,+FS,r ^Y [�,. � 29! P e ��^ a� ,>� � �Nifi" ✓Miv' � ^ e��p{ -fi �b��Yt bAEs! t x�• , y'.X�'' .>.pr„e{�i�'��.'�Fi=y,.'�; i .w. P•1.'" 4 � � ."i* 1r���yyii- A W t'iA"sy C' �+s" � .� fC a'�`1F�'� •,mod; ,y „,y � Z .`" . . . >. ., j"' $.y 'r r ?: �,�R' 2 .:a !� .et . K CSv<•.t"• �f s , i : f�...r'�ata\ '�,,.. .''F�� w. S�- UPLOADED : 11 /26/2018 12 : 36 : 40 Proposed UPLOADED : 11 /26/2018 12 : 37 : 00 Representative footing plans . soils at test pit 2 . REPORTED BY: Kevin Qulilan REVIEWED BY: John Gillaspy, Project Manager. • MN 2 . 7 2018 , il CITY OF ANACORTES Corporate • 777 Chrysler Drive • Burlington , R' A 98233 • Phone 360 . 755 . 1990 • Fax 360 . 755 . 1980 Regional Offices : Olympia Bellingham Silverdale Tukwila 360 . 534 9777 360 . 647 . 6111 360 698 . 6787 206 . 241 . 1974 Visit our website : www . mtc -inc . net Ward Residence - 18B356, 11/26/2018, #F197119, Page 2 of 2 F1 \vflTh . COMMUNITY, i `.�Y � PLANNING, &ECONOMIC DEVELOPMENT �' DEPARTMENT SEP T,7 2018 Mailing Address: PO. Box 547, Anacortes, WA 98221 k:F .�w • Office Location: 904 6'''Street, Anacortes WA 98821 • .-=t Phone: (360) 293-1901, Fax: (360) 293-1938 CITY OF ANACORTES Option Description Credits la EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. lb EFFICIENT BUILDING ENVELOPE 1b: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.25, Wall R-21 plus R-4, Floor R 38, Basement wall R-21 int plus R-5 ci, Slab on grade R 10 perimeter and under entire slab,Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. lc EFFICIENT BUILDING ENVELOPE lc: Prescriptive compliance is based on Table R402.1.1 2.0 with the following modifications: Vertical fenestration U = 0.22 Ceiling and single-rafter or joist-vaulted R-49 advanced Wood frame wall R 21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. 1 d a EFFICIENT BUILDING ENVELOPE 1 d: Prescriptive compliance is based on Table 0.5 R402.1.1 with the following modifications: Vertical fenestration U= 0.24 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: Compliance based on 0.5 R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan (maximum 0.35 watts/cfm), not interlocked with the furnace fan. Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the qualifying ventilation system. 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: Compliance based on 1.0 Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: Compliance based on 1.5 Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 3a b HIGH EFFICIENCY HVAC EQUIPMENT 3a: Gas, propane or oil-fired furnace with 1.0 minimum AFUE of 94%, or Gas, propane or oiled-fired boiler with minimum AFUE of 92% To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3b b BIGH EFFICIENCY HVAC EQUIPMENT 3b: Air-source heat pump with minimum HSPF of 1.0 9.0 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3c b HIGH EFFICIENCY HVAC EQUIPMENT 3c: Closed-loop ground source heat pump; with a 1.5 minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3d b HIGH EFFICIENCY HVAC EQUIPMENT 3d: Ductless Split System Heat Pumps, Zonal 1.0 Control: In homes where the primary space heating system is zonal electric heating, a ductless heat pump system shall be installed and provide heating to the largest zone of the housing unit. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: All heating and cooling system 1.0 components installed inside the conditioned space. This includes all equipment and distribution system components such as forced air ducts, hydronic piping, hydronic floor heating loop, convectors and radiators. All combustion equipment shall be direct vent or sealed combustion. For forced air ducts: A maximum of 10 linear feet of return ducts and 5 linear feet of supply ducts may be located outside the conditioned space.All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic.If flex ducts are used,they cannot contain splices.Flex duct connections must be made with nylon straps and installed using a plastic strapping tensioning tool.Ducts located outside the conditioned space must be insulated to a minimum of R-8. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat and ductless heat pumps are not permitted under this option.Direct combustion heating equipment with AFUE less than 80% is not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. ` -- 5a EFFICIENT WATER HEATING 5a: All showerhead and kitchen sink faucets installed in the 0.5 house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.c To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: Water heating system shall include one of the following: 1.0 Gas,propane or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3c. or For R-2 occupancy, a central heat pump water heater with an EF greater than 2.0 that would supply DHW to all the units through a central water loop insulated with R-8 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall • specify the water heater equipment type and the minimum equipment efficiency. 5c EFFICIENT WATER HEATING 5c: Water heating system shall include one of the following: 1.5 Gas, propane or oil water heater with a minimum EF of 0.91 or Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and, for solar water heating systems, the calculation of the minimum energy savings. 5d EFFICIENT WATER HEATING 5d: A drain water heat recovery unit(s) shall be installed, 0.5 which captures waste water heat from all the showers, and has a minimum efficiency of 40% if installed for equal flow or a minimum efficiency of 52% if installed for unequal flow. Such units shall be rated in accordance CSAB55.1 and be so labeled. To qualify to claim this credit, the building permit drawings shall include a plumbing diagram that specified the drain water heat recovery units and the plumbing layout needed to install it and labels or other documentation shall be provided that demonstrates that the unit complies with the standard. 6 RENEWABLE ELECTRIC ENERGY: For each 1200 kWh of electrical generation per each 0.5 housing unit provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs. Documentation noting solar access shall be included on the plans.For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve; average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual energy power production. i i i Planning, Community, & Economic Development Department x _ PO Box 547, Anacortes, WA 98221 PH: 360.299.1984 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed on Pg,236 of the 2014 Stormwater Management Manual for Western Washington (SWMMWW). A link is provided on the City of Anacortes website, under Planning, Community, &Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work's page. Owner Name: E11hr ,� U���tN �1 Gt • Site Address: "' ;; �iim \\/r rL:' o„ c2 ik Prepared By: � ��`_\M j The Stormwater checklist or building permit determined that: The 13 elements must be addressed for ❑ These elements must be addressed for construction activity adding under 2,000 construction activity adding 2,000 sq. ft. sq.ft. of hard surface area. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element, explain the best management practices (BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits,sensitive areas and their buffers,and trees that are to be preserved within the sy-construction area. ❑ Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practical. l- D O\u.-c-1- 6 l o a... A 0--k 0.,\N \t� •� i� i l \).e- w � fin. L ��1t��� CL.- }C'11 ' k cz c-r\-' t- . Page 1 of 8 March, 2017 ELEMENT 2: Establish Construction Access E1 Limit construction vehicle access and exit to one route, if possible. Er Stabilize access points with a pad of quarry spalls, crushed rock,or other equivalent BMPs,to minimize tracking onto roads. ( Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. i if sediment is tracked off site, clean the affected roadway thoroughly at the end of each day,or more frequently as necessary(ex:wet weather). Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. ®/Conduct street washing only after sediment is removed in accordance with the above bullet. 0,Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. 1 61, 0tC.0 1/46-6 6tA CaV)<%The,J 9 ka-1 f `s-- `•a .`b: LNITi. <i t•^ `4t,.z, co c re- -Yg ., 4 a c e r cokk C°. tom. al) 11< VA.1'_F V.), pV1 �a�S} -,Grvr £:A € ELEMENT 3: Control Flow Rates Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. • Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading.Assure that detention facilities function properly before constructing site improvement(e.g. impervious surfaces). • If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. f Jfl 'd o�r JK Z oarr Lors,.�y M1 4,Lr;cj ,J •L IA1 re e-f, Ati 'E o' E F 'E 01, ev- ELEMENT 4: Install Sediment Controls l( Design, install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. Er Construct sediment control BMPs (sediment ponds,traps, filters,etc.) as one of the first steps in grading.These BMPs shall be functional before other land disturbing activities take place. Q'/ Minimize sediment discharges from the site.The design, installation and maintenance of erosion and sediment controls must address factors such as the amount,frequency, intensity and duration of precipitation,the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. fl Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an Page 2 of 8 March,2017 infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment 'removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. l Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the ovement of juvenile salmonids attempting to enter off-channel areas or drainages. Et./ Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal,and maximize stormwater infiltration. Lii' Where feasible,design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. Y.c vim(, i rki%C 4. CO trA-a eA�\ 'to 4 V\ct+,t , €c c r- ( ;; t es 0A )0, I_. i ti. t • a r .n 9.Vr&,..h c- t .� d, .C-4 e r r @:a- r \F\ P_:� f. �1-6 r 4t e-k---cp, f c. ,:at, 0 4- Lai- ELEMENT 5: Stabilize Soils • Ii Stabilize exposed and unworked soils by application of effective BMPs that prevent'erosion. Applicable BMPs include, but are not limited to:temporary and permanent seeding,sodding, mulching, plastic covering, erosion control fabrics and matting,soil application of polyacrylamide(PAM),the early application of gravel base early on areas to be paved,and dust control. P' Control stormwater volume and velocity within the site to minimize soil erosion. Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. U`r Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season(May 1—Sept 30):7 days o During the wet season (Oct 1—Apr 30): 2 days Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. 17' Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible, be located away from storm drain inlets,waterways, and drainage channels. E Minimize the amount of soil exposed during construction activity. a `Minimize the disturbance of steep slopes. El.,--Minimize soil compaction and, unless infeasible, preserve topsoil. cv.rt-e,\I+.'.. C l ,:t,VCa ,. K1 C - & sus i'O €v VA _4)u C t ) F y n� 9 c.��, 9� .i�L� Fy`1�1�"�-t� "�*-�� ��. �Z`-��'.� �A��..c°�t"..�� R �`e. tin 1�^cS� ?�`�, �'� s. �,�'�h�ti U-3,L.Je % b t. �/b.� `�✓d: '�1`��' .,Ll�,%1 t 41 A�.c C+.v.�s'S a o Ae ' (,) d u) ELEMENT 6: Protect Slopes Li Vo. . .6 0,0 ( 6:4, ay., A ed— :¢" ta' Design and construct cut-and-fill slopes in a manner to minimize erosion. Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (Ex:track walking). Page 3 of 8 March, 2017 C "Divert off-site stormwater(run-on) or ground water away from slopes and disturbed areas with interceptor dikes, pipes,and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. Cr At the top of slopes, collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10-minute time step from a Type 1A, 10-year, 24-hour frequency storm for the developed condition.Alternatively,the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM)to predict flows, bare soil areas should be modeled as "landscaped" area. o Where 15-minute time steps are available in an approved continuous runoff model,they may be used directly without a correction factor. Et' Place excavated material on the uphill side of trenches,consistent with safety and space considerations. J1 Place check dams at regular intervals within constructed channels that are cut down a slope. Consider soil types and its potential for erosion. IT Stabilize soils on slopes, as specified in Element 5. BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. J�z 2 C b 5't s ck, 0-4 cf.: 1 s t'�0 0 Cons (A 4-s'o t 1° . o lea, L { p /�'Jy_.C. /1 E � 0� 6` � �1'4- V�T'l�.r��C�� 6 ����,'CK`vY�t � F@ �F s'! �„-p Q 7 r a °-"'6 t9.h e C.` v e.\ 4 p�?k �i ‘ `c n•r� - r L e Acf ELEMENT 7: Protect Drain Inlets rs Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. El Clean or remove and replace inlet protection devices when sediment has filled one-third of the . available storage(unless a different standard is specified by the product manufacturer). 0 Where possible,protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ri Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. i Inlets should be inspected weekly at a minimum and daily during storm events. C-Ctti\ Ir. Css d^a., C-e, sS fi _ elnEs-. ov � 141=1 �_4'i(c � CrR"-f' '_'e'a"� �1 �f i�r"1 5�1~'�-0 `�`-'t���.�! '� +t �r.a`3 f�_ rr.�'� v X, 11 0. ram.+gin E4 4. .�°: ,�+ 5� �. d ad - 0‘yt� Page 4 of 8 March, 2017 ELEMENT 8:Stabilize Channels and Outlets Er Design,construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6,above. ,0" Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches at the outlets of all conveyance systems. E='The best method for stabilizing channels is to completely line the channel with a blanket product first,then add ccheck dams as necessary to function as an anchor and to slow the flow of water. `.- \% tq - �e�`�° C' i er w e �` y ��`.',,e) �" F .: .xe y fit" I f' 1 <0 a. cL o- rt CD An pa- -4A eA,. k F+, S.�r-:.. 1'.A ' to 8`e�: ELEMENT 9: Control Pollutants /Design,install, implement,and maintain effective pollution prevention measures to minimize fhe discharge of pollutants. Er Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. lir Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110%of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. 0 Conduct maintenance,fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. i]' Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water,such as closed-loop recirculation or upland land application,or to the sanitary sewer,with local sewer district approval.Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. dl Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates /and procedures. ®° Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources.The sources for this contamination include, but are not limited to: bulk cement,cement kiln dust,fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing,exposed aggregate processes,dewatering concrete vaults, concrete pumping, and mixer washout waters. Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. Page 5 of 8 March, 2017 E �Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on site,except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. 1, Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. r. Woody debris may be chopped and spread on site. L'' Conduct oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures,such as drip pans. in Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining, over the vehicle. 6 h 4 kik V '. a7 ' 1!)'.-- r 1' '1 1 ELEMENT 10: Control De-Watering 1 Discharge foundation,vault, and trench dewatering water,which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. E/Discharge clean, non-turbid de-watering water, such as well-point ground water,to systems tributary to, or directly into surface waters of the State, as specified in Element 8, provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system.Do not route clean dewatering water through stormwater sediment onds. Note that"surface waters of the State" may exist on a construction site as well as offite;for example,a creek running through a site. 0 r Handle highly turbid or contaminated dewatering water separately from stormwater. CV' Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck,for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with focal sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. a Construction equipment operation,clamshell digging, concrete tremie pour, or work inside a /cofferdam can create highly turbid or contaminated dewatering water. Cr Discharging sediment-laden (muddy) water into waters of the State likely constitutes a violation Page 6 of 8 March,2017 of water quality standards for turbidity.The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. 't } l';' VA - (,. <-"'1, 5 v _(.7'�i Yi !��EO�.f'!�>9�1.�06 + a N.`e E E_�6. , '[`,r`. -_'+. C:✓,./�...' _h.r� VT, \ pp r 1. ��gq77 fS l`: I,.AI 66.l—l�<.f(i:: kt,;kt)y�,�M, ' ?��:s:.. .... �< ELEMENT 11: Maintain BMPs E Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. d"Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction. All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in he construction documents. Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. t�• 1.,'t'052,4'" ,� Lb: , e,S4 ;.. 7. X c, r 7 p� , h £l .4_}a Qy\\I) f",'�43� ���� i i\ �so \: S £.e v 8C1 4. 'S ELEMENT 12: Manage the Project— Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL)for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction,the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. Management details starting on Pg. 250. Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. ❑ Inspection and monitoring—Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. ❑ Maintain, update, and implement the SWPPP. O' ,Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g.,subdivision approval). Fi From Oct 1 through Apr 30,clearing,grading,and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: Page 7 of 8 March, 2017 1. Site conditions including existing vegetative coverage, slope, soil type, and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance. The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. ❑ The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. tptp [F`r, y/� fit.-.. ,��^� :Ty �,pct �iry, ) �: . 4j co, i,µ-- //''yy �.�`ti./`�5 t`v i���1t�d� a ,1..} <`+ (4 4p,r .:\ t� l:.S� 1 '`'C + -'r V 0 \Ge Nje,---C_ F' is +t-P��� e„ 6-� o LA"-1�1(Q• �. t l 41_ .0 /t r Q •!5f,.,%, DO"- ti t'.A. 4 ,I 1 \ 3; 1` e,e o (fa / k '3 .‘°'(;,ty it~A.-K141. t ho.,t� �q,,A ay` 0 _y.;-. �S Ate. i A\ 'IA `1 I .4 A. -� Y 0 p ,' 're eji ELEMENT 13: Protect Low Impact Development BMPS ❑ If implementing any bioretention facilities or rain gardens, see Pg. 233 for requirements. CZ/2 11�q I/:t� Applicant Signature Date Page 8 of 8 March, 2017 / co enzi et /mil t[ ,1 F r /��q'ffL} f //� //. .•� �' 1- ` , , f� r- t 1� ^ /F\. ~ \ ~ i- �Y �r� ` l�"'� t+ ' \�: S t "� s, ` ' L•� ` t ¢J , L' f fi ,• .0 ' - se., - '< C.' 4. ('. J .- t • t e-1 v- ti S - �! , t._,', ,.:.i s . 1s. ? l A ,. 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"CP 1 \.1 t?,,,,,4, • *0 • \ ' 1,„‘. % i \ i 00140110N NO, 273,••FATNNO$ i : - . .'1 OTM.-.520 TOTAL STATION. • . : . ....... ,--,A, • iva.(0. ..: 'N .I . • f I ' '*** I • ' 1 03203 i ;.• , i \ ,. •• ; A‹ i• Ni • ' . 1,.,. i . Cnt '''7,..* .''.' '''''• • '''' •':24 IRE LINEAR AND'ANOULAR mosuRe.or.11its SURVEY Tams 4105. -•*!414(44 tot).-:),J6,4.' :1'. IP D- ,,ok. ,,,_,•. - l''' . \‘''' ' .--- SUMMIT ENGINEE:RS S: SURVEYORS, INC, ,,,„/","*•%..*_,...lopi,._fi' '--- ,.., ....- ..:..,••OR, EXCEEDS THE STANDARDS SET FOR11.1 Rkl•W.A.C,• .:''',. .., •:••:A.. 33.2•=13, 000. .. .,..:-, • ' ,-, '.; i _s,„-----,..--,- • ••1•,,•.... '. ,' V 2218 OW HIGHWAY 99 0t.rni•rkioAr),1,nblistrrvERNoRw.A.Cg273 /0-... ... lbuilimit C=C:= 1 Z.5 • SM:SHIZE1 3 or'6.FOR tr.C1113r! 11ES. PHONE:-(3f36)4164999 .FrAX.:060)4164949 SUVIVIrrs. .SHEET 4 OF 5 E-MAIL YSK§§UNIMITES.00141 . -- . .. a. v'SFQ. ,?. a 0 0 aots z 0 u w 0 O z C a) 4-, v) o 52' r. 2b 4.. .4-4' 4 4' iN 4` 9' 1 3` 7 ~ _ w h to in I I I I T I a.) Q — J _ _ II f, i_ _ _ _ r p ai Ai m ryto U �4 — — L. GARAGE PATIO I b 21'-0• h.33',9" I2 6 I I I 5 3 3 0 M> Y.NI ?xir hbM E V LI - Ch 0 enI k w DINING I a iv-Auxin' n La 1 _i_ k r v.a 1 re u r rno rW 73 r I n' I rw I owl H h 1.... I a _ LLIVING m UTILITY t3'•ts•x2To -E v 17'-2"X 5'-11' _ _ m t Vi. ' til "C•41.% titlik C 1$0Ill T T I i.t t— !I 0 f PATIot c..3 ; p z� ry q en •"-1"Xt OPPIGE BAn :-3: 0 V tr 11'-11"X9'-2' 4'-11` uj era.:a..w:r..we, 1 nu . 7nt ,u.. rici_c_, UP P a (�(� +OIWl lGtT}e"1�Y1� fJ• 5 rGW z ja / �4• 5' -F' 3'-5'-1� 1 1IO w_6-- 1I3" 6%5310"—�t —9',6" -0 16' 1(16' 9' - 4 \T-97116' I •, p IF t —7 71 " 1(ir I b / 4' - 12'-511 • • 5.3 1 CX—1" -- — — — 2b13 1121 I _ J c 46' L°. _ I .- -o DATE: LIVING AREA 1029%10• 3414 Mktilgan Avenua SCALE : 1/8":1 ' SHEET: 62.-5.1 1. / / ) 1 a. Yes 7a a'• Q } to tekti 1b�'1. Z E v U to w O O z pi in; ) 1 § � L vI I da; i 1 f. SEP 9 f B r, ,II Ili a Co . Chill OF AIVACRT'ES 4-9 26• , Li —f 4.—4' i ' 4'--TIT-.— 4'_r y_.„3._,...2„.. „. . --- -1---1:1-11 .... ..7"Ir =e---... ' : I — --- c=7,__ • in I I I I I i s a) I I I II _ _ J_ _ - _- -- -- - -_ PATIO I o 2V-b''33•R "`7..' —g " 1®'-zl'•tt-'_'•-6`-51—�—b"-9' 9'— fl (Q 4 I I Vit lani -$t f 0 M 1 ' 0 PINING a.. t1'•b"X11'-T s.c.,,‘ & • I _ ____ _ — J E w . . t _ mTr 4 je,a1a: -v 1 F , UTILITY __.. 13 LIVING ''.0' , -- . PO '4 17''2`X 5'-11` - - — —1 ' o. r �, k I� a I"IQ '�" �"�' m it $ ry_q.� ,�_.� b• , 0W§ W PATIa¢ 0;.sllyK4..ibiscx o z m A'-1`X5'21 OFPIGE BA7F la- 41 _-1 .n.�+4r . 1 :a1 .w,GP�An" N r. MUTt \ co i-U I MIrIA I ,HtY I J ' ' ' N 0' , -4' W 5'-1--3_.5'.1'-19I6" 31•6« l.b1361-S3Id'—I- 3'4,' N6'-0 11116' — � T-S 711b" 1 I 0 MI V'7 11 Vii 4' 17•511 51•31l211 - • — 2b' 3117 I- — L - - DATE : LIVING ARE-A 10298QFT 3414MkhlganAvcnuo SCALE : NM SHEET: 82'-3' A- 1 1/ X l ..) 52' 71 < 26' c < 4' '-< 4'7` b' — 4' >< 3' 3'—1- 2'-j min E— — — — — — —— - — — — — — — - - — - - - 4020FX 4020FX 3066 < Y • CV 'I in \`_ Z • O . v ti, 1 YvY "ay 0 •- � I J O :{- O d 6 s ;I - 1 Z SEP192018 ' n ,`.o • v _1Cif V' OF ANACCRTES c " - -1 - -- - ru O I (P) 0 N L in For ga age provide 1/2" Drywall 4' on we rm walls and supporting -26' _ iZ walls 5/8"Type x GWB on ceiling . . PATIO b" b" r GARAGE2' > < —8' 1- „ „ > . -3 — -3 > [ 3 21'-0" X 33'-0" I 2�-q _ • In I 8070 3050DH 90500H 9050DH Co stru4on Grade i" — �' ? N o GI9 4rn 1650 Fb Bollard J ' i. i' ' o b r- Ccnstruction Grade a I Gau Lam I ,fl MII ,,; X L. r- iti Co 1. 11 A I DINING .' • 6 111-6"X 11'-7" I _ 0 :� w 20 Min Self Closi g� IA ozo 0 0 _L ___ _ ____ ,, X I s iN 1 Li r�i _ ____ _ cn W3642 W3642 I —W3642 W3642 1.' Bit, -I 896 1 B36 I 838 I I^�I FI w I __ GO/Smoke Detector LIVING c� N n'. m A I UTILITY '--- I 13'-11"X 2T-0" 1I• A a _ 1 I ole House Fan 1 T-2"X 5'-11" _ L — m �,1 Timer — — — i W n �_ B2418R-82418A=-82�18R— �0 v I'I 2668 t:l 2668 a T I Z „n n - � � I I I m 0 s- 1�— — 1-- - .+ - --1- - - --1 0 1/-�-1 0 ,�.; N �� 824R IX p of n 1 KITCHEN I 1 Smoke Detector a s_ ;, 1 �� 1 �i1 1 1 SO W cvT — Fan I n 14-b X 1���cL L- - - 1 - _J a o 1 m (f1 PATIO I ^ - m 4E'-1" X 5'� OFFICE Non Bear ng BA I Fan 100CFM b- _i I 11'-11"X 1'-2" 4'-11 _ 7 �� I 0 <o -� \ - -I 1r--- - -T- - -- ----r - -1 1 1 p ?: r D111 i6R I DFrofe 1slonal DI$I th45833 1 B24R MR ( 818R 1V1 DATE: m I Egress Window -- ! LY1244229 Y 2442R W18J2R I p WI61�Rt 1.49042 m - . ,J U t � ® �,'v� / 50981_8 I 3814FX • 96301_9 / 348 \ 1 Construct on Grade// Tehpered GlAs'. „ // i \\ iI SCALE: I Glu Lams Typ' l orch 4' �< 5' >< 3'-5"-1 1 7/8 3'-6"-7 5 6'-5 3/8" ] - 3'-b" >< 6'-0 11/16" }< 3' >< \T-3 7/1b" I (;5 --• c() I / < 4'— 12'-5" >— 5-3 1/2"— -- —26'-3 1/2" I \. I SHEET: < 48. _1 I I -- I__ _L__ __ _ _ —.l_-_ _ —_ _ _I— J A- 6 1ixfl 0 >- .. m o :, .. z U , i • Q •Y < 46' > d —8'-5 112" ]- 13'-b 1/2" 11'-b 1/2" x 12'-2" - - r r - 2'_4"> 3' >2'-8 112"< 3'=- "2'-6" .-<-3'-3" ] < 5' ><3'-3 1/2" --3'-2" -----'< 5' - -- 4' c I ru f' r- - -- - - - - - - - - - - - - - - - - - - - - - - -I 3020FX ' 3020FX S- O A A A. .:I: , rj • ..... . Li., .. 5 • A A — O m LT- Nv Second Floor Floor Joists/TJI -p m 4 A Engineered by Manufacturer p i-f; v L— i `A • ., � 1 a Egress Window a (1)A 1 A co _ 12 MASTER BEDROOM m 5036L9 5036L5 ?kTem ed GI ss , _ AS ER BATHal ri a, ___ ._, ._ TA " X11'-1" _ __ E v I— ( L. Egress Window m Egress Window r' 0 '' I 150 CFM Fad m i I I c ., o 72 iv ;� I I �� BEDROOM 2 BEDROOM 3 � , X 11'-8"X 11'-0" 11'-4"X 11'-D" E. x w Fan I50CFId LK-IN G�OSET _ ^ m I-.- -- -- - 11'-1-1'"X 4r-5" _ __ --- --- -- --• - - -- - -I Smoke Det ctor ' W ty m Zzt �. I Smoke Det for Q. y� f .. —2 21obb a 2a Gva �°` 2ew, • .a v o 7� I 1, r Li ' _IRAFan iN - -� c`°v 411 _ L1bt T--IC 6 S --- — ,_ "' i 138'- X 4'-11" Abe g 2669 At habitat bedrooms to have # ----- �. 1 K Vented windows —DN- 1 1 v m iUJ � -.o -_te j r .. z 4 ji Smoke Detector • I m iw o 1-1 r• Baluster or i .. o U) i' BONUS Half Wall I 5 W NI - - 181-5"X 1 '-8" °a Ll a1— g m — / \ OPEN Iv, EL BEDROOM 1 BATH / \\ -6" , 1111" 1. 5-11"X 11'-2'1( /- /, o a 12'-2"X 10'-4" \ g § / \ a F' /I\ - / \ Egres Wind w\\ ' ° // \\ ' A DATE: is I \ / \ if 1 (V ' ... El —50 iLb — --- -- \ / - 564004 — -764 1- •- 06406-I \ V' - -� I— - � - - - Z— — - — -- -- - - -1-- --• — — -- - -- — - -- - - - - — _J SCALE: w < 4' f< 5' 3'-8"-3 , 4,_3„ - < 3'_6". b�� < 3'-b" b° < 3'-b" >< l' fa I 12 8 2'-3 1/2">r< >i< --b-31/2 - 1< 22-9 SHEET: LIVIN& A A 1 1 14113 562 FT A=7 g.,,,,,i, ea.„ . > ao ..,/ 6 L Ok Ydr SK• Q o ,o,t.,16 2"x z 0 A } � I` , , l.� 1. Tr:11S . , o r Ili:IY SEP i• 9 20i8 V �, ;_ A‘0.)fm+% No — «e'er �`'�' /1 "p :-lc':I,41hk:: N\ Ci) CO l'g ,max `' Rilliir r-* -� _tv � ( ..11,......2.7 k�Y k� IV °� a .1-, • 4.�:ice:-- / r JI-- �\., `f P ,. S.. —T-2'... \ +L..-- _ . Is, \ a»s az•. >»� 1 W .....„ - f-X cm Y — — �I \ err-�'� fn L I j \ .. I I 4 �! ` u) � � c�a \ g s! iiri tv - - - I �. 71----- -v �4• — — — GAUGE �� —8, PAT -6 IO •9b II-1.- �---�� O w,. •; a LL I O fey ^I- w 'A '..i. k Lto i1 I 11-1 I�, a G a " o M PINING ' a 1 r-0"X 11'-'1" /iv I l y I LIVING II 1 �' ,\ CO pX� <P n .a #• UTILITY LIVING 7 \ --I- A J wu • 3 14'-o X 10,11 1 N LA W i / PATIG3 v`,;,, o z to I t'X5 OFFICE BA'f#Il ^ !°��" ^I �N. °g 50 \\m. 1 �(� r I UP o �\ a. W m ` — — -- a 4 an ,5L -4S' 3.5'• 9�i b'-53/8" 3_6" 6'011/16' 9' > , \T-9711 n" e a.. --V -, - - .t..�_. , \ }`,1 �'`-<n \ fit [c ) ,'M.- !] -Y ra.` 17•5" 1 j `• 5..3112' 2b'-3117'- 1 _ ' w \ .. • �`./7 1 -1 ,,,,_„-,---L-.:—... 1 1. ) if 1e4dc ...,. w. v 1 c i �vrn'��,e °-.-r•••••*..n '•�,n I._��1 _ tii � ' - q re ei. .� ,/'_, DATE: _ _ > P - _ i ' LIVING ARFf„ I `. k � / >,� __ j 10295AFI' %3914t4khlganAvenu \ _ 1 , ,.. R_ ••``, SCALE' . ,.1 n ---. __-- /- A. ...ires.0.•••• _ % �` "' SHEET: ,;.>w ...---- --- -_ a.,..., ,.,. �.,,, �, Y` ,f ! ,n� f,, e 6'EF * „ =ems®, .- - A-1 i. - sa>• P 0 m ii1h 1 Z E v 0 w � �1�:�b--,-... arJwwl.e•'.+ Yr`- i'a6?i1i.:«'.��:._.. ..-ire:• _. -� ,.. .. r _ �Y�J/f� yww.c-rf•rct Fs J A\ Oa tii\141 ir __ . „__., - „ - PP fri I Pi'. I A\ C ....0'.. ."-.--- -"---•-............„.....\ rTh r .7!'b.‘:C* it .411111 ,Gail ill. t / 1 �� y / n " \ I ) c cr‘e `' '' ( 41 kk1/2\, 03 C31 rTh : t, ati. 4 Om cairj J N \� • 113 via/ ..--..-.......--.--- a —26• 52 `/ rJ �,� im I —f �4' 4 4 9 9'__1111y' 2 / ' `\` Q) • i t f S C IPI 11f T / I I / / %� \\\\ to >11 II I • m, ., E .„--- i . (TJ fa- __.. �_ �_ ._nw _ -. --r O .wltirae L. ri, . .... (0 a 71 —L+. \ iY 261- IT2. GARAGE Fza • —5' 2d'-'C $PATIO 6"-9' b 3' 9'� I ` \ o 21 .0 Y•33•P" '� b sou I )1 r N'Y I I nal 1 I na• Mai I 0 in 4 1 3 ad PINING I: I ) a in11'-b•xti•-T I .��—t3: 6%., i 4 i . _ ---- ...... ______ ben Jor 'I rat Mx1 o � a i UTILITY LIVING l ltic \• 03 1T-2"X 5'-i t' in _f _ _ wet pi, asill `w...Tmv�c � .« w r so C I ` w • es. ua. 141•6'X1P'•5i I. "'m1 p W I � PATIfl OFFICE BA 'E3 \ p Z �t ! \ ! o __ ``o- I1'-11" X9'-2" 4'-11' ' - sl ' U1 1^'°'v ,g I--1 \N —cur n11 enA•I...�na,.wb+) m•a in fY. O d Q. ����////ww/) 0".1 I - sr: ui IFil T:__ffZC -- __. Q ci tiv ' -I \T-97116" MI� �/ Okr44' l / +' _ 17-5" - • 51.31f2'i-'.•."• ;.. . ?fi'•311T- I-- i . w....u'\ 1 cm. Al , / � I l�S �rm Inlyyy@'' w� , �/ , / \ LIVING AREA, / ��1� . :. +� `� „..., „.. j / \ 102950 F7 /34MlddQnAYil h_,_� ? �.` , ` . //// \\ .e, SCALE : ----I „;?, r: n " T \ , A te,.�. r Y � ;,` " SHEET F C �..L ,rt c A_ 1 67-3' PLAT OF ROCK RIDGE SOUTH, PHASES 1 < 2 IAIIAI1I1��I1I1I�B111111N�� UCl17V /4, SEC 2t91, T 1YVIt" o�5UV, R147JL� 1E, V�/al!,10 Skagit Corny Andi#for 1/24/2007 Page ..5 of 611:36AM - - _ _ - - '' \ L_ - - - - L- __. - _ _ __J L_ �� J `•, CURVE TABLE _, C6RV.E DELTA RADIUS LENGTH TANGENT APPROXJMA7E LOT Cl' 2738'50'`:;,126 00 4723 _23.90 N7 7¢) CONf1Gt/RA710N FOR �� AVE W \ ''. �' _ _ C2` 953'14" 350.00 60.40, 30.27 £ ; 0.08 0.04 0.02 FUTURE PHASE(S) 1 1 E .aY;: .,,,, 'kr0'44" Al14 j2' \ K r _'...• :`;' C4 90.00 54,51 28.12 ?s _ xxo6' 325.00 195.89 101.02 O A �� Q(7 APPROXIMATE LOT _.s C6 111939' 325.00 6425 32 2T- - Q�L 9a 9 F o " - I t� CONFIGURATION T C7 23't2 27' 325.00 131.64 66.74 -. r`, ____ - ...Rs.. _ - - _ SEE SHEET 3 OF 5 \ FUTURE PHASE(S) :�; 3432'O6 300.00 180.82 93.25 O l��, l ry° i r` - - _.._ • _- �• :;.'r _; , +. --^ �J c� g�l� b N15393 p" _ �I N 7 I-• - - - L - CIO12" 41' 300 00 66.64 33.46 co 1m Q1 07 £ I a , .. .. `. ':t; G71 14'3419' 300.00 76.30 38 36 - Z- zzi. .. ' /`� 0??'• 44' .... ... _, - -_ ____..I I \ ?:o ` C12 3'48'37' 300.00 19.95 9.98 _ _ __ ..,. f s _ ___- - �'� C13 7855Y4" 25.00 34.44 20 5s i. 6T, ADDRESS 2616 13,464 SF /sl 10 / �/ 0 100 ?pT„ __ I ") ";: . C14 833'11" 222.78 56.83 67.8 I '` �2 7 - 9837 SF1 _ H O' t . e_,1 `�:... . 1C15 14,2'57`25'Im 0� 'N ADDRESS: 2612 1,1,3 - - N ! 1 / �ry ?49 9 W Q e) '_ - -f50p;4,101 7:04 d___ -1-' C76 S1,0'S0' 50.00 22821 58 01 v !�N5t'4734'W I \O �o°' �� / �= ?- -- - C17 487i23" 25 00 21.03 J1.18 111 1�ll.L�j II °. p I ENO ® si. ;__.%' 15CJ8 12'4814' 350 00 78 21 39.27 p; w 858E 3000 ao, O .( l� 9,182 SF ��^\h° 9,470 SF '`' I lI ®0 "' ` �`r,.,` _ fC19 3455'10' 60.00 36.57 1887 ro DRG';S:�608 ��tDORESS: 2 +►- J, Y ti' co 9 I N�.'}6' 13- '� 3�, •>9, V ti o -- - - - 1c22 8339'12" 30,00 4.3 80 26.85 84.06 ?r 4, v S.s/ h �"' B� 27 +�N �s �'r•\y� Qp. :.. r �`-�-I 4034'26' 50.00 35.41 J8 48 -�g ° s , F C I / V v 00 " �R '� S '' CI (^ V t� ! 3454ra5" 5GL00' 30 47 15 n 3Cr EDfD E- ?p y?%'pq G'? 3� sy 2• BZ• i - �j� :, IA `J �Fi 34'56'11- 50.00 30.49 15.73 ',Q GROWTH PRO 710N �d•�d <59 do -85BL y �! --- /� \ f __ $ -`�O#� Q� Bhp <" sP�e •0 _ QP`�AJ JCS C24 34'54'55" 50.00 30.47 15.72 t�"- EASEMENT RECORD, `�cI e i30••,,m ` 1§A.ti'lA ;q°� l 9,Sg1\ { I p/.. "SF P®-, A .-,, "'�`��2 0 - C25 1130'51 50.00 10.05 5.04 „' y-+WITH THIS PLAT /Os, ,2 C54 ° t., b I � 6 I � OR, . •• pro ® 1 C1D'�� ' C26 3454' 5', 50 00 30 47 15 72 s 4• \�C dj 25000222 NTSQN COURT o -�( ,( o f-- � :: oR it (� �kn C27 s9 44 7' SO oo s0.ss 34.E4 m `,- 3� • ti§ Sash, m t ___ _ • 6 O 7,852 SF vl� i'--� -a- �-3Q •1k.-14DGI-PARK Y C*r8 ;� C40+,S / G28 IEZO'36' r25.ao 40 02 2018 Ia, ppplggg 7,824 SF ye 2 6 ., =_\; ' • a'i 'v=t ►� I- .� -- "1 C29 7772'49" 25.00 33.69 19.96 AO SS: 2617m 0 0'�U77U 1u \�j• �„ ADDRESS: 2520 CO .Of5V I �1 ;, .. � 0 .: ::. 2 73.: % 0O 2�• II�\\\ S _n'1 E 4EMENT. 'A� - B I A �� 1 v rn11. �i. ! / v' C31 83'4549' 175.00 109.65 67 25 S / . _ /� �jY 3 O I -' 8,389 SF -�i c•a.- -.r. d^�r _ .3 C1A0 43`Ir �\ t d• c�` .I� I -• O `5. . ( �r. ':. J F/ C32 83'4549' 100.00 146.19 69.67 ?9' < 0 a I I O (ADDRESS: 2514 m� !:; h � �� \ ^` - C33 83'4549' 12&00 J8274 11208 - a 9, C82'1` S' 8 8J1 SF?i ) e� '+oq C49 ' - L 10' UT)L17Y j {' .ADDRESS: 251 =;,,.� 1. oC36 I I \ ES3 N 7�`'..c: y (C34 90'00'00" 25.00 35 27 25.00 -„10 -ADDRESS: 2615 C52\ EASEMENT / o TA 0 \�3. �' C35 6 4 7' 325 00 36 49 19 27 ,1,� .64k Sn_� 1Q' C48 s�s��1 j. BBC--1 ; `� � ' _.. - -� -'�._ i �y. J\\--� _ - - �' C36 6'47 07' J0�00 35 53 17.78 I Abe, 10 + �� 44, `ar?' L.CS ', :.,.:::.:....: . € o`'•c�` $. \ tn / C37 6 47'07' 275.00 3257 16.30 �� . W _ --- -- �'� - - -`� ' - _.� ':I. ,: ( I �WAY•1,1 Of T / I < �/•� `{ / 1----- C38 90t)0'00'° 25.00 39,27 25.00 r- 9 00 C50\ \°-'IL�� '- "4 `':: 57..-- £ LA v'o . C3s 2304'26 125r0v sa34 255z I /° 3s�' N 774.83 ,`42 `�LL�\6�l la��i]�7C tR S� R� -_ z\ \ /a ____ -I 4�uLi EE SD 11 \ t'�y. 6� ��p/ coo 1$24^50' 125 00 40.17 z0 2b" - , { 10 ?' h !;` S SCA /44 6, ! 041 21.38'.50" 125.00 47,23 2390 - I - mr --- --.1 T j `�' - L'SE.. D�ACOR �c° \ -� �'N • ��\ Jr C42 9'5314" 35000 6040 30.27 _ + o �Im Iocs / ��'� - A o' 3 C43 28'00" 350.00 17.82 8.91 A ry ` �! G+18 0` :C51 aC EASEMENT �\ \\ - C44 1647'31' 125.00 3663 18.45 ' L �' `:;: f o �/ C4.5 1135'25' 325 00 64.80 3251 -"' " T'• •J °1 -8,598_SF ,I Dry `�,,o C4u� . t r •�. ��"� C46 1139'11' 325.00 66.10 3316 ADDRESS: 2505 �"1 '6.0 5-:,,;;- P U -1 ��•-�► ! 9 t- `� F,I ,o 8,.___ - C47 956'?2" 325.00 5�35 Z&26 `Y v . ..!- •,.M.- - l w a LL S a 4 ► 5 C48 7031'44' 25.00 30.77 17.68 66 ADDRESS: 2a19s.''),f . _ �' !v 9,448 SF \ 0 7?• -�::. � -•::. __ '•:,�. ' I '- �' ADDRESS: 2503 `L \ C49 250'Jf'44" 50.00 218,63 70.71 . /y?B l+o ,.. ,• �' Pp of 5 cn� 851gL�� -�1 \ , \ C50 40'40'33' 50.00 35.50 18 53 77606' :, VE l_;:, 1 m.�•, * , `� N o V \ `Y�3 C51 6018'31- 325.00 34,2,09 188.81 F b. B '< I3:341 ,SF :.an Al. n 5\1 Ooz 8,790 SF o. ry ' ; `6, ;z 'fJDRESS 251 ` ' 3 A 3 mI� ADDRESS: 25D-" 36.67 N123149„ / �\ C52 f00'4452' so 00 87.92 60.J8 ` :: 4 8.052 SF 2 691- - £ Z C53` 35 44'21" 50.00 31.19, 1612 :ae �3 '' . ' `6 ! (ADDRESS: 2511 5� 88 73. > C54 4425'S9' 50.00 38.78 20.42 r' ;: asrc„a . � I 105. 2p5 ' 2 \ C55 419'05' 50.00 3.77 1.89 f / C56 6018'31' 300 00 315.77: 174.28' _ - r-- - - -+;�-:i:� -"kl. 8 J '� fL - Y1- -- o N \� t- �_ C57 so783J' 27500 289.46 15s.76 I I o ,;tz` "s, 2O F 7j 63.3$. N1611'p3D - - `! \ I ( C58 157!54' 275.00 73.75 37.10 I r?S>3, �' -' . \ I / \ 1 f C59 2438 02" 275.00 118.23 60.05 ,;A, •7;•, - J o C60 217724' 275.00 10298 5210 NOTE: { r - - - __ - ��' -- h- - IF NE HOUSE DESIGN FOR LOT 16, PHASE _ ` `;...;,;l::Y ; I • I ro ti 'rs. %` C61 538'1r 11250 27.06 13.54 2, FRONTS ROCK RIDGE PARKWAY, THEN ;�``' w I / / {• C62 3836 33' 11250' 76.46 39.77 THE ADDRESS WILL BE 3956 ROCK RIDGE T `" - �" "sue ,/ I C63 1337'25" 325.00 77.28 38.82 r,.._., PARKWAY. IN WHICH CASE THE FRONT AND "' ` I. !- - `- --- - - -__ I I �- - - - 4 'It'd). i L C64 13'40'07'; 325.00 77.53 3&95 SIDE YARD SETBACK HALL CHANGE AS iI'<= `. ~ / I WELL SETBACKS SHOWN ON MAP ARE FOR =., :;j ( w T f��/� v'F �- BERENTSONFRONTAGE. , -,: :,;=";r;. S ! l\Y'1 c r °° I u w �i" .', _ ,. # s. U / I I 4 COURT ;�::: - TOA7E "TO SHAM 8E O• I �_ �i_,- 99 �'` dE9t@ATird-TO--ENE G!'FY. OF : %'j B I - I 1R ANACORTES IWTH THE I I -I r LEGEND e, a v RECORDING OF THIS PLAT FO I �� •._�,. _d, THE GENERAL PURPOSE Qt< � �� ® FOUND MONUMENT,.,„A,S.NQ,TEDN :' �EE 1YO7E-FVO-§. DER "NOTES" SHEE LC QF - J PRESERVING THE WETLAND t,; �„ - ALL LOT& OCT.: roRNERs' STAEI4HEim<_mn•1 A 5, AND CON©1770N NO. 29, UNDER "FlNDI 6_S OF CO MON NO. FINDINGS L I ▪ '� J Df T INCH LONG AR.1VI71!. I I FACT, (SHEET 2 OF 5. I Fn I I th OF FACT. SHEET 2 OF 5n I _ I - 1/2 INCH A. 30 R1;B c4P i I I I MAR!® 1/Ml1 IT 32169. UNLESS,DTNI INS'1w, 'I - -- --- -- II _ Ut 00(�IVDARY-{11MfrEET 2 F 5 F RI�N ' m- L^ _ �� , NOTED S MBDfii NOT SHOWN FQR 4RITl''}r;_.s• $ET ASED CONCRE1 MON WJ7H $" BRASS DISK "' 1 : 1_ °' w t , _BSBL ilkOifik.SafiCI "-MiE --I I'- - __- - -•. -1 . p� _ u' - 1:, ;;SET''RK,e Xwi. AND:: •� •MA>� SUMMIT I M1 1 -IF O R EST LAND �, I -�VO�'27'T8 1---_ "i374.42` � • • - slftv€R' I I ` ! I I ! I DEVELOPER/OWNER: " - 3'169"'Afl CONCRETE CURB ON PROCONGA7ION OF f I ° `''EDT.LiNt;''•t0FFS T DISTANCE AS SHOWN ""___,,, - - - - - - - 1 ANTONY MALO, .R. ..mod- - - - - _ MANAGING MEMBER -soo ROCK RIDGE U.0 & `-- _ "' ,,;s l� •9g w �f•\ = ROCK RIDGE SOUTH LLC ' . '• �O t4. �l'p4+ P.O. 130X 1356 ` a ANCORTES. WASHINGION 98221 ; :-. 0 •W4 • Ilitr . tfri• pli -. *0 50 100 �� , `4 io = ENGINEERS & SURVEYORS, INC, -�P .'.h' ::,,::;,,;"��` .<-° _�,\; '/ ( IN 1� ) SUMMIT ;.,,,_.,,..;. •. _ QI;g7, y�_5" _ 1 inch = 50 it 2218 OLD HIGHWAY 99 SOUTH ROAD,MUUR TT VERNON.WA.98273 1/24/2008 SLIVIvilT PHONE:(360)416-4999 FAX:(360)416-4949 SHEET 5 OF 5 E-MAIL YSKQSUMMITES.COM PLAT OF I SCK RIDGE S.UJTh, PHASES 11 I 1II��Ir l . 1l��i 0 O?'_&.12 0 �� �1�ppp�p{I SEC o� TWP e� �,IL �o�of� pp,p � Skag L•Co 0 Ulf l�® II'4, 26, u �`It</i� 35N-, tl11UZJlE 1E, 191I"r 1�. t. u1atY Auditor A.---- „I ` \ / 1i24/2007;,J' ge 4 of 611:36g1V1 Ili. . __ _ ___ ___ _.... ._..,__ ______ ---. / _ ' 10.59' 6 ,g�3 IN ;,.�'89' t'12''W t 08.3 �:':j a.! QO N8956_f2'W 78.26' -' 1 •-`' _ 1 :::� .�. la Q - -� 73.26' •00' l , e, 10'631'. _ - - 1 - - - FOUND MONO ?/N 1 , (L :$DO• o.:::r,... . I CA$ -PER ROCK RIDGE ,� '" 39p.6 ; ;^ • • Fif r " BS81• . r - f - - - ___ _�- 200203250231 d '� ^� ,.; ;I,�t'' o EXISTING STREET1 RIGHT-OF-WAY I I- 1 ���y - a �-~ 'w, ;:;;'^:`�I `O , I PER SHORT PLAT OF ROCK RIDGE .r \ l /1 ' , `,Y,I• _ -)� T t: ey31 ` { --1- 0 • 50 100 I I PHASEI11, AFC 9905240012, KNOWN I Mi l 30' ME ACCESA 1 -sr 51' _ ' "!�^ ' 10,1 DA" F I-` AS M1C1i/GAN AVENUE I '� I UTILITY EASEMENT v n2 I ,•' �-' ! \, PER AFf 9905240012 N I" :"' pc .,At'}gRESS: 3806 ( I • 1 =i I 1 1 , / :;:'::.9,o52 - I I.' t 3�,�'Fr1 I ( IN ter ) I N 1\ 1 •�41 /30 -ram ' �N 3' 2J 'S1m .'1100f2ESS 3$OB 8 I { 30' INGRESS, EtoRESs �. 1 N69 „,:� mi .1 ;:l... s.:, ,:;::; I I I t 1 inch = 50 ft- I I I r '�• t0 j �► 4'V-1 s' .:; i-81 I UTILITY EASEMENT PER I �i�8,712'SF• " '': ; ;::/.;,° 85 1 Il I 3 AFj[ 200203220149 0 1t �'� z1ADORES ...3$t•2, r j'g:. '` r✓" j •y ( I I `,, I z 1 , \ 'fib p t \ ...i sat. * "• ' 1(6 I I I CURVE TABLE I 7 I ► 1 30.00' 30.00' 1 \ 19? I C$ 9 ; �� `.. i fi -.. ti': ,oti I y CURVE' DELTA RADIUS LENGTH TANGENT N88'42}48"W I ' N ) • '�' '''II:'„, ;;'`:. "•C2 � 9,7 s L I >_ .23 30' wJo£ o DAR z I23 "' _�I ACt;ESS EASEMENT 274 SF r. �`'�:,: tj 'ADDRESS. 3809 0' LJ 34' _I 1< P 75.00' : 0 b'30 00' 30.00' 8 21 ` 7 I I 1..:. I 24.04 �E" C19 f- _-�__ ti - - , ---ter-., °°rn w �.+�. 'f +lY r ✓ ;,,.e: 1 �,r I C4 34 42'f2� 90.00 54.51 2812 [^ ! I a ! ( -1 t5I Tz N. I dul , `t _TI _ _ Q _ S _ 3� C5 34;32'06 32540 195.89 101.02 - I 14 1i 1- II I - - C6 1119'39' 325.00 64.25 32.23 ' = o y7 �° 10,107 SF 1; 1 E/VT i- �! C1s Ne4"07'29.E ?„ 11 I `(' I I TL C4 � 10 TO' UnI�tTY � p ,r • a:: 15, _ ;C17 . t .os' I t 1 1 20' is. 34421E Ijo I £ASEMQN7 a, rn ci, ADDRESS: 3820;y1. \.,.< s : ' I t 0 ! \ P \1 tit��" ''- i toe sF TRACS C7 237227' 325.00 131.s4 s6.74 0 O L= 60.57" i z ��.-ym �'."� ' � ; ,:�. ,',i. ,EII � 1' 7� ;;, 1t0 7 '� I t C8 3432'06' 30000 180.8? 9325 Ib RF 100.00� C30 + L.G r` 1X o• �'"tL::, y5•g4'02 ,p N �•C9 ,25 8' 300.00 17.93 8.97 ‘Oo .t•lT= 31.25' 2 I T1,665 S� 5' ,1�� 178+ �`;; N g' +SO' hI \ 10 1 t5 ��c '` I i I 7; ..'..x,-.;" 4 g9.3 1 o t 3b' W1DE n�,4nV£C10 12434f' 3t70 00 66 64 33.4s I .. \0 ` +\% \. A a cs 1DDRESS: 3902 2"E I O. ,C2 Ct 1 743479' 300.00 76.30 38.36 1 ,�+• 1 I ' ".1. `1115 ;.,::-., '.0, '' \ GROWIN ' Ct2 3'4837" 300.00 19.95 9.98 c sz I \ 2 \ $5r ` l''- ;j, '07� ' I �� I 0 fN � �� I I i Ct3 I I 20' 17,063 SF �. \0 /•o ' 75' I 78'55'14" 25.00 34.44 20.58 I N I + IN i w ' `' ' : ' ' I2 ADDRESS:I 3912 `P _ 5:,..-.5_,. tC18 :" 15 '"i ''a + I C33 /�^ __ RECORDED WIN w. C14 8'5371" 230.00 34.33 17.20 '6 1 I 4 ^ I C4 o• A''..,- w k�' .� ' F' '-'';. . ��,t :':,,•: r`:: I C13 I �5 0 0 7 ( THIS �PILAAT I; I to c7 i Ct5 14257'25' 2278 56.83 67.98 - __ - L 1 I - ��y 1 •'v, xcs%IS' `8 I 1 c�i` t 02"E -' 0 1 4 1 I I ,•i 1 I G76 26t 3O'S0" 50.00 22811 5801 O T•I � 41 59� k31"itX% t� �:20__ Lf R9({� �._ ( \ (r 0 �$6L19 \I 141008 SF is I I5 14 ! RC17 48'1T23' 25.00 21.03 11.18 Z o✓ N 116 65 '' .,_fsT:;;,.•.);:LI,.. `'.i :1;�/ .ri1 qcy A DRESS_38LL I I -C18 t2`48'14' 350.00 78 21 39.27 J z " !, �'� i� - r \10C14 �.w w� 30C19 345570` 60.00 36.57 18.87 , „ /,')- u' \ N _ a;.._ 0• Unun, m\ 25 cT 14 'r`-''4* .4' Q N88'42 48 W / O 0• A©DRESS 3914 \0 0 " C5: ';; 'r: '' EASEMENT r 2 2 5r m`rr, 9 460 SF m"� 1 C20 $339't2' 30.00 43 80 26.85 .. �� 1 ��r� I. C21 4034'2fi' 50.00 35.41 18.48 ' v .�G i:;.: '6•.. C11'`c✓`- :;,. ,: :: "� �(''' x�_a'.< `g i� Z 90.00 �r >n 3.. C8',., \ F,o-co? cry 3� ADDRESS: 3813 51. �I iN, C22 34'S455' 50.00 30.47 15,72 t f 11,283 Sr C29 „win'. '14rS B 'co is .01 vim, 1 C23 3456'tT` 50.00 30.49 1$73 N ." `. 10,295 SF -t: 6`, "'-• t0 1�� z 10' UTILITY cr l _ C24 3454 55' 50.00 30.47 15.72 4 +6 EASEMENT C6 0. `c: EE4 UE NT ex',� ADDRESS: 390V" 1s,, �� �N o, gh.49 C25 r130'51' 50.00 10.05 5.04 - ,303 ,o ,? C10 :o" `,. EASEMENT Q} s� ?• 4\ 0`- 21 0. ` ' ® :3-\.....___7. 59'G26 34 5455" 50.00 30.47 15 72 - i~^ I1ifr h� ' . 141, ::. l_ I ` -r-'; �) t -9.29z S!=_ y5 �/ a5 `'o. �' 74.10' E �--1C27 69'4437' S0.00 60.86 34.84 :'`'i' ! / 1 x� ` ADDRESS:j3903 ! 5` i1-•- - 8.,r---- 4 - pC C28 1820 36' JZ5 00 40.02 20,t8 JS1 WIDE WER EASQMEN(T,��ND ,�S'i �� r'�g,. 0 'LL t. r `SO\ ,, ' c 5\ 1-- - c- 1 I T30'AT V 4reiI x Sir ! 1- -� C29 77-1249" 25.00 33.69 19.96 THE CITY OF ANACORIES I + h .4)b ": / IC9 I 1 '' � I 0`'0\ •.o y�y�36 /0`'�` 126' 10 10' I i I 1 w C30 3442'12' 100.00 60.57 3r.25 I .s '`y9)i . •� �.' 5p1 2 ' I 25' I I I I I C31 83'4,5'49' 75.00 109.65 67.25 I I + ®o?�`_5 �jr0,' I 10,092�SF �/ 1 •dv, I .. l , I0 I I I•,;:...-.,,:_.` %'' I f ! Al 5� 9 I 12259 SF O C32 83'45'49' 100.00 14619 89.67 *. `''' ti w I / -`�'• ? •�• ° .1.. '��� �,.{+ ADDRESS: 3905 > 13' i � ADDRP,SS: 396 • ` ,s 8 863 SF6{ 1 C33 83'45.49' 125.00 182 74 112.08 9 -;' �. ,:: �' �m 5 C31 32 I C3. 90TJ0 00` 25.00 39.27 25.00 v\U� ;t:.G rv®e?:} I } ."' I SS.,. ! 10 \8 5g\ �\AODRE'�SS 3965 ( C33 ... �I 8S9I ` L I C35 6 47'07` 325.00 38,49 19.27 : : )I .. to, I�ye\ 5g 05 /8 °'\N,,1�0 / ^ Ne07 i 4T 1Y� J I ' I I C36 6 47'07" 300.00 35.53 17.78 �F :.'i' - t- . .'f; 4 1. I �5 ! g3 .� j a • \j 17 7' a� e50/ �Z,z2. I C37 6 47'07' 275,00 32.57 16,30 a i 1 "s- 2 # 3 \ 5 314 o. /\ �� I �• e I C38 90'00'00' 25.00 39.27 25,00 : :.4. • 41 L ?.I I 4 I 9 6 /ii \ 5,5 gg 8,421 SF oro• I 130' I a,., _ _l. 1•- ._L_ 46 I_._�T 1• \ :4DDR SS: 3961 �/ i I 7 1 538;SF `� 4 5 6 1. C39 23 04"�6', J25 00 50.34 25 52 4• S ` ,�w�� }� $ _. ."_ _i 774 7 AD1SS 398fi- -i I 1._ !_ i C40 1824.50' 125.00 40.17 20.26 :r ^; 0 '' tL u L:i1,1�::vinl 1' N •m 10' unu7Y C41 2138.50' 125.00 47.23 23.90 t; 7., j „j14 &r--- _` - -•- - V,Y'.�'r� &ISEMEN-L. �- �` lij t ' i.C42 95374' 350.ao 60.40 30.27 j,EGEND d.,i '': �O ! cr.^' �\/� �. �,t I 7°\I � `- - .-(- _ - C43 25500' 350.00 17.82 8.91 `. -, - % 0 ��. j �:II � ��, 1 ( -- 1 C44 1647'31' ® Fi'.UNQ MDNUMEZVT'AS.NOIR : ', D f { 1t"�' , 125 00 36.63 t8 45 ' I f 1' \7 1Q,623 SF \ �, / t� � t c\ I xd,�.� , I } I f :a;: "`:.........:::` 2 ADDRESS: 3959 1�' v_i / 3 \ �D 1 I 1 0 i t I C45 1125'25' 325.00 64.80 32.5t .•):. ':; 'l:, ' •- - 17 wt G Z• o s C46 tiT77r` 325.00 66.10 33.16 'LOT& 'R4CT CaMN S ESTABL1SfiitED W1TN A i 76!��c+o�''m 75 19 �y 7 t 4, ?11` I �� \�o ! I C47 956 2' 325.00 56.38 28.26 .:.r..: .,,te:1/2 TNCM. DIA.' 0 lNl i LO?i(C'.REE WITH CAP I -. , ,, • ,• , Gp'\�- .'\ 2 .moo. I I •�� I MARk'�T3�SUINMIT_.321ffi9; UNLESS d1HERW/SE 20 19 78 `'• i0 0 5 •0 G 6 AZ Jl1l I 141 I J C48 7031.44" 25.00 30.77 17.68 ,. i p 0 � J :;._,.NOTE (S;YMBOL Nd7 SHO'.N FOR CLARITY). I 1 1 w. I I �'0.�0.6 Opts ,y0 0 0.� 5� cfl 19.874 SF' /' �-' S '�} C.49 25031'44' 50.00 218.63 70.71 ,:L'7,, _ - 1O. Z : '� I \ �,r,`��AD[SRESS: 34.64/ J ' M Ii C50 404033` 50.00 38450 18 53;.a '`_ r I 6 I • �C 7 8 ®'i.,. SJ T`t;ASED CONQRE7E`MOH WITH 2' BRASS DISK I I `i i \i/ / '5°� I `L � �' 6 s. \,/ 18 17 0 15 ' C51 6078 31^ 325 00 342.09 18$81 1 6 b'L �•5` I�7�10' UTIUTY `Os , '� 0h0• ,,o, 39.53" 39)52' II I I C52 tQ0'4452 50.00 87.92 .,80.3$. r+ .: SBL `,8U/tDJNG SETBACK LINE EE '5 1 0• 9 C EASEMENT / I 1 t� C53 3544'21" 50.00 31.19 •16,17'• ..•,:i'' L 1 + -- i __!._ I. ',. 1'S �k J \ lei 1 >/ < N8832'42'W 79.05' I L'3' `'-i::,. `O SET.7°K`NAIL AND SHINER MARKED 'SUMMIT ,r •g .E L II C55 442559' 50.00 38.78 24'86 321610-1N CONCRETE' CURB ON PROLONGATION OF `s' k9 0P 10 y,,\ 10,179 SF -v 1 ‹, - -�- ? i--- 1 C55 479b5' 50.00._-::::3 Tl.w T.Bs o= • fVr .y\ 6 a'• ADDRESS: 3962 / CSS 60783f' 3000D 31.5.77 "74,28•, "5„ LOT LINE OFFSET DISTANCE AS SHOWN. g h, \ ri 6° 30' WIDE NATIVE C57 6078 3T" 27.00,''289. 5 _159s76 `••. "-:� ' •� `'s. ��/ `�,t ? �� sums // •,'��' GROWTH PROTECTION -:. DEVELOPER/OWNER �, m� .. •w EASEMENT RECORDED C5s t52f 54M 275 CtO 73 75 '37 1 �� 7/ //'6 �\ ° ppC5924'38'Oz 275.60 118.23 80.05 ";;;:-� ANTONY MALO, JR. "5 / 6g. y ft:60 �(:27'24 275 00 10298 52f0 It ROCCIGING C RIOCE ILCk t1 11,926 SF \ 10 / o '' / / C61 ,;8'1?' 27.5.0&. 27.06 1 .54.' ROCK RIDGE SOUTH t C 3J2T C62 ,38` 6 3,#' 11X;50'':'::.76.46, .•39.7.7? P.O. BOX 1356 `` y 'y,,C34 \ ,01"`� iDI)::„.4E0SS: 3960 > " '! <:,C63 1337'-25"'`•325.EIO 7'7•28:':• 38..82 ANCORTES, WASHINGTON 98221 -• { _I x y \,�0•D8 / NBIx0•34.W, Fe t G :13'40 07" 325 00'';;:,77..53 38 95 (- «!t `T i 0° , x, 113.sc,� Bl -" --- -, - ._ r t 'O-sop 1 ;5� I_, s oo. y° �s••`I•� ,��s� 2g15/ /1 {_. , i, -r P T,4 I 5 s --T :d;": ; , �511 I f �� I o o I's I 0 J 1 :� ) ) ,TRACT B' SHALL BE z O . pi'' FAsti \ �� t,t` I .•$, oo, �"38 ., 6.45 ,r t✓ _ n r8 ' DEDICATED T 2 THE CITY OF ! �D Y s^ :::.. �.i�6 l I I 6 / C., 7 y /70 / 2 I I +AMCORTiIS WITH n4E ' '' ! I .;1.= ;'- .-,: I I +C36 j Op \ I I RECORDING OF THIS PLAT FOR I� N _ J•J ' (t THE GENER4L PURPOSE OF • Na 'E: Z-®cso s . // C'37 0 2 ,� / I 3 PRESERVING THE WET,L4ND "` a :•,: ! 1 i 2 0 + t y 5 „� fig° 2? i I 1 1 HABITAT THEREIN, AS PER Z I .?' `•:. Y THE NtEIHOD OF SURVEY WAS FIELD TRAVERSE WITH A NIKON I-l46,tiase ...' * o�, J I ,01 56 ti0° I \ I I I CONDITION N0. 29, FlNO1NGSO1M-520 TOTAL STATION. \�Cwif,...` I V •05 I \ t� 6 or FACT, SHEET 2 bF 5. �0 I 1 03203 ;.:.2, THE UNEAR AND ANGULAR CLOSURE OF THIS SURVEY MEETS -�1,IL LATr ��06 • 2 � C I�\ I ,� '`'' ,• ` OR EXCEEDS THE STANDARDS SET FORTH IN W.A.C. --- r6 I I �-� Imo` SUMMIT ENGINEERS & SURVEYORS, INC. 332-130-090. mm. 1/24/'2008 : :r.:n::': SEE SHEET 5 OF 5 . 2218 OLD HIGHWAY 99 SOUTH ROAD,MOUNT VERNON,WA.98273 3. SEE SHEET 3 OF 5 FOR SECTION TIES. PHONE:(360)416-4999 FAX:(360)416-4949• [�j T� I{e �►'� SHEET 4 OF 5 E-MAIL'YSKOSUMMITES.COM JLJ VJ. 1 ?LAT OF ROCK RIDGE SOUTM9 �����C� 9 & 2 JULY 19, 2004, DECISION TO ISSUE A PRELIMINARY PLAT PERMIT FOR FINDINGS OF FACT (CONTINUED): U 1l U Rock Ridge South (23) The existing detention pond, when converted to a wetpond facility, sholLc.. °11/4SEC 25 VC/il" 35E lE Findings of Fact and Conclusions of Law, the Anacortes Planning Director is hereby authorized to issue o a. Hove o gravity drain system to the new pond bottom. ;;' y y y y o b. Be vegetated on the perimeter and interior for sight screening, loser'+»aigttinance (i.e., no grosses LEGAL DESCRIPTION: Preliminary Plat approval for Rock Ridge South subject to the following conditions (Findings of Fact and requiring mowing), habitat value and access management. Conclutions of Low numbers 11 through 42, inclusive, ore the only finding listed os per Findings of Fact q g g)' g c. Shall hove safety benches or other safety features. "' (PER EXHIBIT 'A", SECOND SUBDIVISION GUARANTEE, CHICAGO TITLE COMPANY - ISLAND DIVISION, ORDER NO, and Conclutions of Law number 43): (24) A secondary occoss (through driveway easements os needed);; hall'jprovkip a vehicle outlet to W. ICG40326) 121 St. 7;:, i,. ;;, (11) Fencing, as required by the Parks Director, shall be constructed on the perimeter of Tract B •i,,. (25)Each phase, as constructed and recorded, shall have oit'Inecessary Fri tavei»ents (roads, utilities, THAT PORTION OF BLOCKS 9,10,11,17,18,19,20,37,38,39,40,45,46,47,48,65,66,67 AND 68 IN THE PLAT OF TUTTLE adjacent to Phase V, Lots 8-15 and the cul-de-sac. This fence shall continue north along the eastern fire protection, etc.) in place and accepted prior to that phase fecording. ''•° AND BUCI<LEY'S PLAT OF ANACORTES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, and northern edge of the 30' NGPE wetland buffer located in Lots 10-12 of Phase IV. Fencing shall be PAGE 23, RECORDS OF SKAGIT COUNTY, WASHINGTON AND THE NORTHWEST QUARTER OF SECTiO,V 26, TOWNSHIP non-sight obscuring. The intent of the fencing Is to minimize disturbances to the wetlands and (26) A heavy maintenance truck access road (15.-feat wldt1i),shatl.be provided;to d'fr:utnity structures 35 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: adjacent buffer. The access corridor between lots 10 and 11 of Phase iV shall be eliminated and added not located In the right-of-way. r/9s, air, to the adjacent lot(e). Prior to any adjacent site disturbance, the permanent fence line as described, (27) Pedestrian access tracts shall be public,'',,;;urfoceet d-;.nepd (per Parks Director approved design) prior to that phase recording. ;=-''.: ,,"•:::_., ' •'• "' COMMENCING AT THE NORTHWEST OfNIER OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 35 NORTH, together with the 30' NGPE buffer adjacent to the ACFL, shall be delineated with construction fencing. t• "' RANGE 1 EAST OF THE WWILLAMLIIL MERIDIAN; Tract B and the 30' ACFL buffer shall be left untouched with the following exceptions: (28) Tract A shall be privately maj,vta •ined by a Hqr odsners'Asspciation:,�;,, THENCE SOUTH 89'56'12' EAST ALONG THE NORTH UNE OF SAID SUBDIVISION 1,984.37 FEET TO THE NORTHEAST a. Hand removal of non-native or adventitious plants as approved by the Pork Department. (29) The 4 acres of wetland habitat adjacent to the ACFZ. (Tract"f3).eeh'ail be subject to a conservation CORNER OF THE VEST HALF OF THE NORTHEAST QUARTER OF SAID NORTHWEST QUARTER, AND THE TRUE POINT b. Hazard trees will be Identified with the concurrence of the Parks Deportment. Hazard trees removed easement administered by an•izbstdblished locally based.Jorld trust OF BEGINNING; or blown down shall be replanted by the Homeowners Association, subject to approval of the Parks (so) Tracts A and C shall'be dedicated afi open space;.end''managed by the Homeowners Association. THENCE SOUTH 1'27'18' WEST ALONG THE EAST UNE OF SAID VEST HALF 1,344.42 FEET TO THE SOUTHEAST Deportment, with o 3-foot minimum appropriate native stock which shall be maintained by the (31) The City right-o(-way east ox.Lod"B,.Phase Ill, shall bg.vetalned by the City. CORNER OF SAID VEST HALF; Homeowners Association until able to survive without care (32) Maximum slope`in`gny dlrectioil` fn,cv)-de-sacs_shall'be 6% THENCE NORTH 8914'46° WEST ALONG THE SOUTH UNE OF SAID SUBDIVISION 689,80 FEET TO THE SOUTHWEST c, Fallen trees In the NODE shall only be removed from the site with the approval of the Parks (33) Legal and practical b*ess'ty pri671c rood shrill b ,provided to the Kilkenny property. CORNER OF LOT 12 SAID BLOCK 67; Department. (34) Condition Not o1'the•'Declardtlon'hi' Acpess Easement from the applicant to the Bowmans under THENCE NORTH 117'12" EAST 120.79 FEET TO THE NORTHWEST CORNER OF LOT 9, SAID BLOCK 67; d. If the buffer is disturbed, a landscaping plan using appropriate native stock shall be submitted to the Auditor's;lie ,' 2(JO20.T2W0149 shall Abe dete'ted:iif'1ts entirety, the legal access to the Bowman THENCE NORTH 88'42'48' VEST, ALONG THE NORTH UNE OF SAID BLOCK, 240.00 FEET TO THE NORTHWEST Forest Advisory Board for approval and once approved shall be implemented by the Homeowners property frbis Antoiie Way:extdrrds to yngres,g;"egress, and utilities but may not actually provide any t iaion. CORNER OF LOT 1, SAID BLOCK 67; Assoc procl`icol use '(depending'ari9lnal`englneerng•grades). THENCE NORTH 1"1T12° EAST 15.00 FEET; o. Trails through the NGPE shall not be permitted without the approval of the Parks Department. 35 Thee nsiorr:of;the'We t l3tti„detention shall be done in such a waythat: the ended area (12) In keeping with the Citys street and street name system, the Building Department shall approve ""' ) �` pond P THENCE NORTH 88'42'48` WEST 43.89 Fttl, TO A POINT ON A TANGENT CLIME, CONCAVE NORTHERLY, HAVING remain `q,'"w�#`>pond'< wliti,the:.oa abfltty of periodic maintenance/drakting); 8 inches of topsoil be street names. p A RADIUS OF 125.00 FEET; placed ori';.the'»e ly..dialurbed sd and around the entire pond; and, submit o wetland landscaping plan (13) The City of Anacortes Public Works Deportment and the Postmaster shall approve mailbox locations. '.,.for rovdf,b 'the Piannin Director. THENCE WESTERLY, ALONG SAID CURVE, THROUGH A CENTRAL OF 21"38'S0', AN ARC LENGTH OF 47.23 Fttl, TO aPP Y'the ,. 9`�. THE INTERSECTION OF THE NORTHERLY PROLONGATION OF THE EAST UNE OF SAID BLOCK 68; (1�J) Street lighting shall be energy efficient and provided as required by the City Engineer. (3,6) Hlasting':aan`'ogly deal& weekdays between 8:00 3,m, to 6:00 p.m. (15) A detailed, final landscaping plan shall be approved by the Planning Commission prior to THENCE SOUTH 11712" WEST ALONG SAID NORTH PROLONGATION AND SAiD EAST UNE OF BLOCK 68,144.09 ,..:" •''i (37) Ge6.-technfieal engineering reports shall be provided for all lots where any structure may be located FEET, TO THE SOUTHEAST CORNER OF SAID BLOCK 68; construction beginning on each and. every phase, together with on overall conceptual Landscaping;,Pidrr; on o"r within 15'`'of.:a`slope of 40% grade or steeper. THENCE NORTH 8914'46° WEST 210.01 FEET, TO THE SOUTHEAST CORNERsubmitted with the first phase; Lot 7 of Phase V shall have a separate detailed and approved 1.THE PLAT OF ROCK RIDGE WEST II, `Fi.. (38) An avigotion easement in o form acceptable to the Planning Director shall be placed on each Landscaping Pion that minimizes Impacts to the hillside. ''i RECORDED UNDER AUDITOR'S FILE NO. 200412020087, RECORDS OF SKAGIT COUNTY, WASHINGTON; : Phase prior;to Its recording. (16) The developer shall purchase and install all street signs "' "' THENCE NORTH 1'17'12" EAST ALONG THE EAST UNE OF SAID PLAT OF ROCK RIDGE WEST II, 501.72 FEET TO THE -'.:,(39),No clearing shall occur on the site prior to a detailed, phased clearing plan being approved by the NORTHEAST CORNER OF SAID PLAT; (17) The project shall comply with the City of Anacortes design construction standard' as`required by "•,, . Plbnning'Commission. the Director of Public Works for water sewer, street access, and storm dralnag&': THENCE SOUTH 88'42'48' EAST 30.00 FEET TO THE SOUTHWJI CORNER OF LOT 16, SAID BLOCK 40; ;:,,(4.0):•No construction shall begin without a 10-year water quality management plan and implementation (18) A minimum of two off-street parking spaces shall be provided for each dwelling unit as required }o program being approved bythe City Council. Thisplan and program shall be undertaken byon THENCE NORTH 11712" EAST 216,00 Fttl TO THE NORTHWEST CORNER OF LOT 5, SAID BLOCK 40 AND THE P 9 pP yP 9 by City Ordinances Required off-street parking locations shall not interrupt or block-in any way thd' independent consultant retained b the City and aid b the applicant. /t she!! doter! the current water SOUTHWEST CORNER OF TRACT B, PLAT OF ROCK RIDGE VEST, UNDER AUDITOR'S FILE NO. 200203250231, P y y P y pp required cul-de-sac diameter or sidewalks. ;;..;,;; quality in the Cranberry Lake Watershed and then describe a process for periodic monitoring and review RECORDS OF SKAGIT COUNTY, WASHINGTON; "' THENCE CONTINUING NORTH 1'17'12' EAST 64.00 FEET TO THE SOUTHEAST CORNER OF LOT 11, OF SAID PLAT OF (19) The Developer will construct the downstream sewer capocit}.ns required:.by tb_e City,Public Works ROCK RIDGE WEST; Director, o,, by the City Council and specific remedial actions that will be taken if any significcnt water quality """"' % ::. degradation Is documented to have occurred as o result of the Rock Ridge South plat; public comment THENCE NORTH 3b'49'28' EAST 86.02 Fttl, TO THE NORTHEAST CORNER OF LOT 11 OF SAID PLAT OF ROCK (20) A potable water system with necessary pump stations(;5), pressure reducing';stotions, and storpge will be solicited on all phases of the water quality program. S VEST; will be designed to meet City of Anocortes, DON, AY/IHA, NEC, Gird other opplicob14,,requfrenasnts-ia RID (41) Only organic, as opposed to chemical agents, may be used to combat weeds, underbrush, and the THENCE NORTH 53'34'34' EAST 119.08 FEET, TO AN ANGLE POINT IN THE SOUTHEAST UNE OF LOT 7, OF SAID provide a minimum of 40 psi to each home building pod and necessary fustier. `:,, like. PLAT OF ROCK RIDGE VEST; (21) All infrastructure improvements for each phase shall fie cagstnlcted and approved prior to the (42) A five-year maintenance bond shall be established after completion of the final phase of the issuance of building permits far that phase. ..T..,'.,'':......., 7". project this maintenance bond is to assure that any remedial water quality actions that need to be THENCE NORTH 35'40'45' EAST 239.89 FEET TO AN ANGLE POINT IN THE SOUTHEAST UNE OF LOT 3, OF SAID A pedestrian pathway shall be estobllgpea generalfy as s'hown`on the reeq$edeblte plan dated May token are taken. PLAT OF ROCK RIDGE VEST; THENCE NORTH 45'54'57" EAST 100.05 FEET TO AN ANGLE POINT IN THE SOUTH UNE OF LOT 1 OF SAID PLAT 12, 2004. OF ROCK RIDGE WEST, AND THE NORTHWEST CORNER OF LOT 17, SAID BLOCK 11; EXCEPTIONS AND RESTRICT$'Ns'; 10. COVENANTS, CONDITIONS, AND RESTRICTIONS CONTAINED IN DECLARATiON(S) OF RESTRICTION, THENCE SOUTH 88'42'48' EAST 60.00 FEET TO THE NORTHEAST CORNER OF LOT 16, SAID BLOCK 11; •1. TAXES OR ASSESSMENTS WHICH ARE N(iS SHOWN AS EXIST)NG'�JENS BY THE RECORDS OF ANY TAXING AUTHORITY BUT OMITTING ANY COVENANT OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, THENCE SOUTH 1 '17'12' VEST, ALONG THE EAST LINE OF SAID LOT 16, BLOCK 11 AND THE SOUTHERLY SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR' BY;THE PUBLIC RECORDS, PROLONGATION THEREOF, 140.00 FLET TO THE CENTERLINE OF 30TH STREET OF SAID PLAT OF TUTTLE AND ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL BUCKLEY'S PLAT OF ANACORTES; 2. UNPATENTED MINING CLAIMS; RESERVATiON S OR"1 XCEP170NS IN THE UNITED STATES PATENTS OR IN ACTS LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMNIIED BY LAW; AUTHORIZING THE ISSUANCE THEREOF; WATERRiGHTS ,CL.AIi�kS OR TITLE TO WATER. RECORDED: APRIL 26, 2002 THENCE SOUTH t38'42'48° EAST, ALONG SAID CENTERLINE, 90.00 FEET TO THE SOUTHERLY PROLONGATION OF THE WEST UNE LOT 12, SAID BLOCK 11; 3. TITLE TO ANY PROPERTY BEYOND THE LINES dF: L�'P.THE`REAROPERTY EXPRESSLY DESCRIBED HEREIN, OR TITLE TO AUDITOR'S NO(S).: 20 020 4-2 6 01 9 3, RECORDS OF SKAGIT COUNTY. WASHINGTON THENCE NORTH 1 17'T2" EAST, ALONG SAID WEST LINE AND SOUTHERLY PROLONGATION TO THE NORTHWEST STREETS, ROADS,,:A)JENUES, LANES, WAYS OR WATEE WAYS:!iON WHICH SUCH REAL PROPERTY ABUTS, OR THE RIGHT TO EXECUTED BY: ROCK RIDGE VEST, LLC Y CORNER OF SAID LOT 12, BLOCK i1; MAINTAIN THEREIN VAULTS, TUNNELS, RAMPS OR ANiG-THER STRUCTURE OR IMPROVEMENT; OR ANY RIGHTS OR AFFECTS: TRACTS B AND C, ROCK RIDGE WEST THENCE CONTINUING NORTH 117'12" EAST 16.00 FEET TO THE SOUTHWEST CORNER OF LOT i, ROCK RIDGE EASEMENTS THEREIN UNLESS SUCH PROPERTY, RIGHTS OR EASEMENTS ARE EXPRESSLY AND SPECIFICALLY SET FORTH IN SAID INSTRUMENT IS A RE-RECORDING OF INSTRUMENT (5); SHORT PLAT NO. 98-004, RECORDED IN VOLUME 14 OF SHORT PLATS, PAGES 30 AND 31, UNDER AUDITOR'S FILE SAID DESCRIPTION.N `=, RECORDED: MARCH 14, 20D2 Nil, 9905240012, RECORDS OF SKAGIT COUNTY, WASHINGTON; 4. AN:FASEA4ENT ON`•iTHE'`PL.. OF R,,,;-- PtIDGE WEST IS HERESY RESERVED FOR AND GRANTED TO THE CITY OF AUDITOR'S FILE NO(S): 200203140025. RECORDS OF SKAGIT COUNTY, WASHINGTON AtilAOOR'IES, PUGET SOTJND`ENERGY_. VERIZON, CASCADE NATURAL GAS CORP-, AT&T BROADBAND, OTHER PUBLIC AND 11. EASEMENT CONTAINED IN DEDICATION OF SAID PLAT OF ROCK RIDGE VEST; THENCE ALONG THE SOUTH LINE OF SAID SHORT PLAT, SOUTH 88'42'48" EAST 105,00 FEET TO THE CENTERLINE FRANCHISE'(}TILITiES AND:,THEIRoRESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN (10) Fttl FOR: ALL NECESSARY SLOPES FOR CUTS AND FILLS AND CONTINUED DRAINAGE OF ROADS OF MICHIGAN AVENUE; OF THE,''FRONT'BOUNDARYiJNES OF-ALL LOTS AND TRACTS AS SHOWN ON THE FACE OF THE PLAT TOGETHER WiTH THE AFFECTS: TRACTS B AND C, ROCK RIDGE WEST THENCE CONTINUING SOUTH 88'42'48" EAST, A DISTANCE OF 30 FEET MORE OR LESS TO THE SOUTHWEST RIGHT T>" ENTER Uf'OM_THE''7i0T5=`AND TRACTS AT All TIMES FOR THE PURPOSES STATED, WITH THE UNDERSTANDING 12. PUBLIC AND PRIVATE EASEMENTS, IF ANY, OVER VACATED PORTIONS OF SAID PREMISES. CORNER OF LOT 2, ROCK RIDGE SHORT PLAT NO, 9B-004; 13. TERMS, CONDITIONS AND OBUGATIONS, OF THE DECLARATION OF ACCESS EASEMENT; THENCE CONTINUING ALONG THE SOUTH UNE OF SAID SHORT PLAT, SOUTH 88'42'48° EAST 87.2_3 FEET, 't) API;, THAT. ANY GRANTEE SHALL BE''RESPONSIBLE FOR RESTORING THE PROPERTY TO CONDITIONS FOUND PRIOR TO WORK RECORDED: FEBRUARY 28. 2002 ANGLE POINT IN SAID SOUTH LINE; WITHIN_ 1HASEMENT' AUDITOR'S FILE NO,: 200202280226, RECORDS OF SKAGIT COUNTY, WASHINGTON THENCE NORTH 69'41'51" EAST ALONG THE SOUTHEASTERLY UNE OF SAID SHORT PLAT, 390.61.FEE;T•.TO THE, ,,' AFFECTS: 'TRACTS B AND' C, ROCK RIDGE WEST AFFECTS: TRACTS B AND C, ROCK RIDGE WEST NORTH UNE OF THE NORTHWEST QUARTER OF SAID SECTION 26; =,:5. NOTE ON:! 1'HE FACE OF PLAT OF ROCK RIDGE VEST. AS FOLLOWS; 14. !ERNS, CONDITIONS AND OBUGATiONS OF THE DECLARATION OF ACCESS EASEMENT; r'F,,, .:, ''DOWN spoof, DRAINAGE SYSTEMS AND SIDE YARD AND REAR YARD DRAINAGE EASEMENTS WiLL REMAIN PRIVATE WITH ALL RECORDED: MARCH 22, 2002 THENCE SOUTH 89'S6't2' EAST 108.31 FEtI TO THE TRUE POINT OF BEGINNING, u> sr�;r.s."' p•pERATIONS AND MAINTENANCE BONG THE RESPONSIBIUTY OF THE HOMEOWNERS OR OTHERS. DOWN SPOUTS SHALL BE SITUATED IN SKAGIT COUNTY, WASHINGTON. • AUDITOR'S FILE NO.: 200203220149, RECORDS OF SKAGIT COUNTY, WASHINGTON l`,. Pr•' `'C COtNIECTirD`'TO THE STORM SEVER. AFFECTS: TRACTS BAND C, ROCK RIDGE WEST .,.?:I; 'F, MAINTENANCE OBLIGATIONS AS SET FORTH ON THE PLAT OF ROCK RIDGE WEST AS FOLLOWS: 15. EASEMENT, INCLUDING THE TERMS AND CONDITIONS THEREOF, GRAN IUJ BY INSTRUMENT(S); EASEMENT PROVISIONS I`i. - THE,-5'FOOT PRIVATE DRAINAGE EASEMENTS SHOWN HEREON ARE HEREBY GRANTED AND CONVEYED TO THE OWNERS OF RECORDED: JULY 11, 2006 1, AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY:DIF`'ANACORTESI..PUGET SOUND 'Ii: THE ABUTTING LOTS AND TRACTS, LOT AND TRACT OWNERS ABUTTING ONE ANOTHER SHALL SHARE EQUALLY THE AUDITOR'S NO(S),: 200607110101, RECORDS OF SKAGIT COUNTY, WASHINGTON ENERGY, VERIZON, CASCADE NATURAL GAS CORP., AT&T BROADBAND..OTHER l)BU&.AN[ .FRANCHIStt,:•' RESPONSIBILITY FOR MAINTAINING THE EASEMENTS, EXCEPT THAT NO LOT OR TRACT OWNER SHALL BE RESPONSIBLE FOR IN FAVOR OF: PUGET SOUND ENERGY, INC. UTILITIES AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON 1HE E,K,TERIOR,,,:(•EN:,(i o) `' MAINTENANCE OF THAT PORTION OF ANY PRIVATE DRAINAGE EASEMENT UPSTREAM FROM THEIR LOT OR TRACT. FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE, TOGETHER WITH NECESSARY FEU FRONTING ALL INTERIOR STREET RIGHTS-OF-WAY, HEREIN`OEDJ ATED TD_THE;,PUl3U1 OF ALL LOTS AFFECTS: TRACTS BAND C, ROCK RIDGE WEST APPURTENANCES + AFFECTS: TRACTS B AND C. ROCK RIDGE WEST AND TRACTS AS SHOWN ON THE FACE OF THIS PLAT TOGE7hIER:•11ITH THE RIGHT TC}::ENTER'`kJ?ON:;:TtiE 7. NOTE ON THE FACE OF PLAT OF ROCK RIDGE WEST, AS FOLLOWS: 16, TERMS AND CONDITIONS OF THE UNITED LIABILITY COMPANIES UNDER WHICH TITLE IS VESTED. LOTS AND TRACTS AT ALL TiMES FOR THE PURPOSES 517ATEQi"WITH THE"{INDEf7STANb1NG THAT ANY Au DRAINAGE AND U71UTY EASEMENTS IDENTIFIED AS PUBLIC HEREON ARE HEREBY GRANTED AND CONVEYED TO THE CITY 16, DUES, CHARGES AND ASSESSMENTS, IF ANY. LEVIED BY ROCK RIDGE COMMUNITY ASSOCIATION. GRANTEE SHALL BE RESPONSIBLE FOR RESTORING THE PROPERTY TOF�CONp1TiONS'fOUNLb...PRIOR TO WORK OF ANACORTES. THE CITY SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDING AT LAW, AT 18, LIABILITY TO FUTURE ASSESSMENTS, IF ANY, LEVIED BY THE CITY OF ANACORTES. WITHIN THE EASEMENT. '`"' ., .'t.. TIMES AS MAY BE NECESSARY, TO ENTER UPON SAID EASEMENTS FOR THE PURPOSES OF OPERATING, CONSTRUCTING, 19. IF AN ABBREVIATED LEGAL DESCRIPTION IS REQUIRED, IT CAN READ AS FOLLOWS: ;;r.-! REPAIRING, ALTERING, OR RECONSTRUCTING DRAINAGE OR SANITARY SEVER FACILITIES OR OTHER UTILITY FACIUTIES AND PTN NW 26-35-1 2 ALL DOWN SPOUT DRAINAGE SYSTEMS AND ANY'SIDE EARL ;pNCC:REAR YARD DRAINAGE EASEMENTS WILL APPURTENANCES OR MAKING ANY CONNECTIONS THEREWITH, WITHOUT INCURRING ANY LEGAL OBLIGATION OR UABWTY 20, THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE REMAIN PRIVATE WITH ALL OPERATiONS;:ANND..MAINTENANCE BEING THE..RESPONSIBILITY OF THE THEREFORE. PROVIDED THAT IF THE AREA WITHIN THE EASEMENT IS DISTURBED BY SUCH OPERATING, CONSTRUCTING, APPUCATiON AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO HOMEOWNERS OR OTHERS. DOWN SPOUTS„SHALL BE.:CtiONNECTED TD THE,STORM SEWER, EXCEPT FOR REPAIRING, ALTERING, OR RECONSTRUCTING OF SAID FACILITIES AND APPURTENANCES, THE CITY SHALL RESTORE THE THE FORTHCOMING TRANSACTION MUST NOTIFY THE TiTLE INSURANCE COMPANY PRIOR TO CLOSING PHASE 1, LOTS 9-13, INCLUSIVE, AND PHASE '2y„LO`T5.,3-b, INCLUSIVE ::SAID EXCEPTED LOTS SHALL SURFACE OF THE EASEMENT AS NEARLY AS PRACTICAL TO THE ORIGINAL GRADES WITH EXISTED PRIOR TO THE CITY'S IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. OUTLET ROOF AND FOOTING DRAINS.AT AN"f�PPROPRIATE LOCATION ALONG THE DEVELOPED SIDE OF THE ENTRY UPON THE EASEMENT. SUCH RESTORATION TO BE TO ROUGH GRADE ONLY, NOT REPLACEMENT IN KIND. THE LOT NATIVE GROWTH PROTECTIr31V' EASEMEPtT;;,BOUNDARY;;_FOR THE PURPOSE OF HYDRATION OF THE ADJACENT OWNERS SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENTS, SO LONG AS SUCH USE DOES NOT WETLAND AREA. ALL QTTIER;::DR'AiNAGE 'FROM SAID'EXCEPIED LOTS SHALL SHEET FLOW ON THE SURFACE INTERFERE WITH THE INSTALLATION, OPERATION AND MAINTENANCE OF THE DRAINAGE AND SANITARY SEWER FACIUTiES OR ll���l�1������A� IpIIq g�p OF THE DEVELOPED/L1AN05CAPED YARDTOWARO`SA1D'�NATiVE GROWTH PROTECTION EASEMENT BOUNDARY. OTHER UTILITY FACILITIES AND APPURTENANCES AND SO LONG AS NO OBSTRUCTIONS OR STRUCTURES SUCH AS BUILDINGS, 1 {p�f11 INN 9L CONCENTRATED SURFACE;DISCHARGE SHOULD BE A3(OIDE). ROCKERIES, RETAINING WALLS, OR SIMILAR OBSTRUCTIONS ARE ERECTED WITHIN THE EASEMENTS. 200 01 4 0 99 4444 :! ry `:;: •F; `I >' 8. COVENANTS, CONDITIONS, AND RESTRICTIONS CONTAINED IN DECLARATION OF DETVELOPERIOWNER: 3. ALL DRAINAGE AND UTy,I;1TY EASEMENTS IDENTIFIED AS PUBLIC HEREON ARE HEREBY GRANTED AND RESTRICTION, BUT OMITTING ANY COVENANT, CONDITION OR RESTRICTION BASED ON Skagit County Auditor CONVEYED`TO THE CITY OF;;ANACORTES THE itITY SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF RACE, COLOR, REUGION, SEX. HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN UNLESS ANTONY MALO, JR. 1/24/2007 Page 2 of 511:36AM ANY SUIT ON;,PROi EDI14G AT1.LAW, AT,:::T1ME5'AS MAY BE NECESSARY, TO ENTER UPON SAID EASEMENTS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42, MANAGING MEMBER FOR,..THE PURI3QSES:OF bPERAT1NG;•'CONSTRUCTiNG, REPAIRING, ALTERING, OR RECONSTRUCTING DRAINAGE SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES ROCK RIDGE gilt NOT DISCRIMINATE AGAINST HANDICAP PERSONS; ROCK RIDGE SOUTH LLC OR SANITARY SBYIER EACIUIIES OR Plli(72 UTILITY FACILITIES AND APPURTENANCES OR MAKING ANY P.O. BOX 1356 �'ICONNECTIONS.,THEREWITH, WITHOJT'1NCURRING ANY LEGAL OBLIGATION OR UABIUTY THEREFOR. PROVIDED RECORDED: MARCH 14, 2002 ANCORTES, WASHINGTON 98221 ,�r'I. T4`iAT"11:•"Ti•1 AF2@A-.11MTHiN. THE EASEMENT IS DISTURBED BY SUCH OPERATING, CONSTRUCTING, REPAIRING, AUDITOR'S NO.: 200203140025, RECORDS OF SKAGIT COUNTY, WASHINGTON '' '1.: ALit,RING,,,fe-RE :_NG OF SAID FACILITIES AND APPURTENANCES, THE CITY SHALL RESTORE THE EXECUTED BY: ROCK RIDGE VEST, LLC., A WASHINGTON LIMITED LIABILITY COMPANY; DECLARATION REFERENCE DAVID OSTERGAARD AND CHRISTINE A. OSTERGAARD, HUSBAND AND WIFE; AND KENTri"1"64111111461/4"1.. •1144i..A.,.4-'1:4"- -SO0 =.; SURfiACE`C3F THE EASEAiEIlT AS NEARLY AS PRACTICAL TO THE ORIGINAL GRADES WHICH EXISTED PRIOR ROBINSON AND JUDY ANN ROBINSON, HUSBAND AND WIFE ,sd THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS PREPARED ti'TO THE;,,CITl''S ENTRY UPON THE EASEMENT. SUCH RESTORATION TO BE TO ROUGH GRADE ONLY, NOT AFFECTS: TRACTS B AND C, ROCK RIDGE WEST FOR THIS SUBDIVISION AND TO VIHICH THiS PLAT REFERS IS RECORDED WITH THE REpLACEMENT1N KIND. THE LOT OWNERS SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID 9. ASSESSMENTS OR CHARGES AND LIABILITY TO FURTHER ASSESSMENTS OR CHARGES, c• AUDITOR OF SKAGIT COUNTY, WASHINGTON ON 'I;�EASEMENTS„ SC€-LONG AS SUCH USE DOES NOT INTERFERE WITH THE INSTALLATION, OPERATION AND INCLUDING THE TERMS, COVENANTS, AND PROVISIONS THEREOF, DISCLOSED IN • 0 1• �` UNDER AUDITOR'S FILE NO. NAINTENANC OF THE DRAINAGE AND SANITARY SEWER FACILITIES OR OTHER UTILITY FACILITIES AND INSTRUMENT; If Jn:. APPURTENANCES AND SO LONG AS NO OBSTRUCTIONS OR STRUCTURES SUCH AS BUILDINGS, ROCKERIES, RECORDED: APRIL 26, 2002 y' /,� RECORDS OF SKAGIT COUNTY, WASHINGTON. 03203 '" RETAINING WALLS, OR SIMILAR OBSTRUCTIONS ARE ERECiLU WITHIN THE EASEMENTS. AUDITOR'S NO.: 200204260193, RECORDS OF SKAGIT COUNTY, WASHINGTON * ' IMPOSED BY: ROCK RIDGE WEST, L.L.C. �, �p �t „,,, AFFECTS: TRACTS B AND C, ROCK RIDGE VEST '•`�1srE��° SUMMIT ENGINEERS & SURVEYORS, INC. ,�.� ^'r::. 4�WA 30-FOOT NATIVE GROWTH PROTECTION EASEMENT AS SHOWN ON THE PLAT HEREIN, IS HEREBY f r SAID INSTRUMENT IS A RE-RECORDING OF INSTRUMENT (S); a'WAL LAND I f 2218 OLD HIGHWAY 99 SOUTH ROAD,MOUNT VERNON,WA.98273 ~�`"' "'"...._,,,., ESTABLISHED AS CONDITION, AS STIPULATED UNDER CONDITION NO. 11, FINDINGS OF FACT, ABOVE. / /p,_ '� — RECORDED: MARCH 14, 2002 Ia I. PHONE: (360)416-4999 FAX:(360)416-4949 Sr\ AUDITOR'S FiLE NO(S).: 20020314-0025, RECORDS OF SKAGIT COUNTY, WASHINGTON �� 1/24/2009 �d �rSHEET 2 OF 5 "° E-MAIL:YSK@SUMMITES.COM _/ V �l. FOUND 6� DIAMETER CONCRETE NORTH LINE OF SECTION WEST UNE OF THE SE 200701240094 PLAT T OF ROCK RIDGE S,.}�TM PHASES 1 `h 2 MONUMENT WITH BRASS PEG, IN CASE. 26, T 35N, R 1E. W.M., 1/4, SW 1/4, SECTION _ Skagit County Auditor Jnl �1 R W, PHASES ESTABLISHED BETWEEN Ob/30/97) ACCEPTED A5 THE 23, T 35N, R 1£, W.M.,4Al \ 1724/20D7 Page 3 511:3SAM TAn1t4 �a -�`!'4� v���lT.. q(Z W.M.UND MONUMENTS ` IE!!!II L'�V� CC�� e3 _11�' U IG 9E VY! NORTHWEST CORNER OF SECTION 26. , ,� \• , 9 _r 9 9 ;�; 9 r 35N, R 1E, W.M., PER R.O.S. FOR N89'56 12 W 2645.84 ROCK RIDGE LLC., AF#200203070086 , r �' t�' ��, ,k ": z2 P322.92 ' STREET g6�� , 6 . , -- ^1 I T ,..g.- -,, FOUND 1' PLUGGED ''f • fl ' ,- 72.61' 78�6' 510.5� ri__'_:: •� r ra- ,r-- T--•K -k- L'c s- r• ' -L- _ '( 661.4G:;' IRON PIPE NORTH OF 27 26 1-T-, / - - �, ' , i 77126' 5.00'"" 1, ¢ , ,, �• N89'Ss12w NORTH1 4 CORNER,! T 1 32.42' $ r� s :-:, ,- LAKETRAIL 07 01 97—! r 7\ X 1'� /' SE CO?LyEJPT-5F-17/�l,-SW I -- 3 •r' 148.3 P z,. `=;: ( / / 3 t 1 ,::. SECTION 2s r 55N, S >ra / / ‹:SECTION 2., T 35N,� �l7z f' -1--1'"-_ --1-- T-f2',.. •':.R fE. W.M. ' r- FOUND MONUMENT IN fri1�sr -s- 1 t`� 11 \ i / N. 1£, W.M.' i { I As f 2 C45E1PER ROCK R10GE 2 r I I ; i, ...air:. _�_ - IS 't I i ! / �, 1 i 1 1 1 , ,y € WEST, AFC 200203250231 I ! I aa<,...• f; / / /' �V88°42 48 W .' ! \ ��!' f ! € ! .`I.` I s-! 2 J h 4( /9 \ ,i /' 60:00 ! ¢ III , I 1 1\ ,,.a i5 € I €...: " `'. € ` :. Z iSETREBARANDCAP, MARKED I \ / ailki.1: g IV88'42 q�$ W figl 13 1 9 i ! I :i1 fi :!._ "'' 'SUMMIT 32169; AS THE-- -!-1 I8 r \ } • J _� , 222.23" 5:�n i- 1 -L-i- � `.._,.•2 1 7.::at`.I' •r.L._ i1 ! g^I 9 i I '=:, .:,•r' _ INTERSECTION of THE NORTH --I- 3 .- - C 9 .- J UNE OF SECTION 26, T 35A, 1 1 r• 1 \ ,/ "� '�N ''� - - �05.� �'L7.2 _ _I_...r_ - _i- - _ 11 R 1E, W.,.. AND THE FAST 1 I I I 11-—— —4 2o \ /' ,/ \N +h 5 ; i w S •! .ta ! li € 1 2Q f t9 118 1 17 ! .6 € i� ! bs ! i3 11 iz ! y -1-�T r' T .__ '- UNE OF THE WEST 1/2 OF I ? I ~ .0, p, N . ty.. \V € € , jjr.�- / 1 .,ri°i I ... .>.: I THE NORTHEAST 1/4 OF THE ? I ! 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I 1 I d i 4•� g(r�,s�,� — L� `R , b } I4_, 13 � ,;J L •ti „ ,,, 1 I •.. . •Yy • �' 1 ' 1�, ' p:. .tm !� € ; I WcNe• 3�� s' I 1 V A. J f _ S '7 S L`J^10�"r,_ L._I. i_ , d' S� REFERENCE CJJ °. - n�OPOO- ! G ,�\ .,� Q r f� APPROXIMATE .� \. �� ` s. p ni a �. 1, 6 O �r� RIGHT-OF-WA I +�t:: y �p'! .h`L®bQ1tq REFER TO RECORD Of SURVEY f e ')I{0 `1 h FUTURE PH E l :. >:,. . ° �G 4i ( .s Wry A F. N0. 200203070086 FOR BOUNDARY CONTROL DETAIL + T` -!'� L— - - - qI 0, "��� +cr---! r-� �-- !_ .;:. _;�p•,O+.jS $l` �1S >vE a .'.°�+' ' 11 •r IWEST LINE OFr I Cl•F' i ! i .- - i':: i-. L T , $'� a b SECTION 2s, q e I I 1 € — _:,: ° 1 T-!-'� - r ' 1 1 I _I I - 1 I g :, C.38 ' - 6 s 5 r• � BASIS OF BEARING IT 35N. 1E,. �' b<,. i i € f i 1 1 / 1 /( ! ,, - 6 lN�s A275 r 1 Z03..;1»y1r1 Afar W.M1, ESTAeLLSHm �' t , I 1 ° - .• !1 . ' • i3 , i h I • 1 ! 3, 2 ! 1 € 1H£ BASIS, OF BEARINGS FOR W €BY RECORD ANGLE s t,,.� •ok�' ! , I I 1 ! , 1 I i I 1 1 1 1 1 5 1 C' 1.:�0 ,..• I I i 6'2', r 4q,. ;1� I I I i THIS PLAT BASED ON THE a ' R`J RECORD N e 5 ' 6 I,w • 19 ! I ! r /! I I I /1 ,3`5. C37; Q. , 7.3!' I 1 N € f I € OF THE In , 1 J-- T"1 1.....t L j 3 S , , 7 8 ( I. I s (1 f I ' I I �. NORTHWEST QUARTER OF J,1¢—I— —I — P� 2 , t>t O�:-• J. _.1--i 9 ! 1 t 2 I 3 ./ �� S ! I `ted SECTION �. TOWNSHIP 3$ .In -�. -`r, — i _._.—.—_. �^ - (� +(@ �' '• I I „ O O s 3'' , 1D ? Y I € 1 I oVr max"; + I �np�,-s� .► a• F ` rz� _!- ,--'--r- �1� ? _ I_/ +� NORTH, RANCZ 1 EAST, I I I I ! �` I °�. 1� I ! ✓ r:::7' f `I\.` lj —I .' ON'>�1 —�G,� �-tflas-' ^F,- i� iin�.,��I ^� I/IILLAMETSE MERIDIAN, COUNTY q I ! I ! 1 q e 4i IN, 1 t=. , i ! �h0 O.p oo �` VV -i a a��!-71i --1-r �--r--,�]r-, `r iti \," _..6 3Cmirl70 5- I I c Ii N „3 of sKAa1; sTAT>_ OF 1 1I NI '�W 2 r !� I 1 i ?'` ,, I 't f A € ii ! v,• • i1 1, y t�`aL I I i i i 1 WASHINGTON, AS St NON 88'42 .Er!^ I I 1 a, -I ? ' 2. q RECORD OF SURVEY, Fl1 g' 30!00' I I ! I "`1' ! N+ -.I_Inv; ! 1 I ! € ffII € N";, r , I : ;I i I ; z UNDER aurnroR`s FILe NUMeER I �' If /..."- •:`:,. 1 1 id:777i<+P'I •,,.Y oF15. I € /! ` I 1 LI) I i I ! I I ! I I I 2002030700136, MARCH 7, -- ! - -L-. _1 : L�...i 341 j3 JJ J / _ L� is 17� $ i 34 113 L I tv tV ! ? I i i ? 1 1 I € 2002. - - - 4 `-I- - -- ! v 4., L _. A L13_1 2 11f LEGEND a AgPieowM, I. 1 RI/ �, 1 N51 '21'W ,4 ,'% A, �� � IGHr-oF- Y.. FOUND REBAR WITH GAP! j�-` ! • 19.37' / '' s' ' RE PHA c I �. °y� , + Z41,41' I�l !l��C ill.+Jl 1E336 .: MIND MONUMENT AS - MARKED f ,.) I �' 44.a P 82 934 SF Lii PER ROCK RIDGE I '1 !-N88'42 :: ,..is+=-1. .%r- 1 r - - I ry - % t1r ry+„ Oe 4.200 ACRES U L/ J NOTED '- Aril' 2OCK RI20087 r 1 s f 7.00I; f..•:-- j.,_ 1 /I '' 1; I 1 ' ~t-a -,0� r' -1 " -, '�t� ,ee^l- .T-I I 1 " APPROXIMAE:' '' 1 :_. I I �1 �+� O �i - - i f iQF Wily+ ! i i I'-i:-.-'' I i ! I Y € € : 1 �Q °Ho,,�; i I ! I O 1 -i`- `f SET CASED CONCRETE PHASE �I MON WITH 2' BRASS �'�` : .' .SE'I I 'V :€ • I € l JI I 1$3.988 SF '^®"ry ! I °p i i DISK " q:.l , '_ I I r' I ! I4.224 ACRES'i € ' € ..5 O. g i or I (I - i i i I I I 1 :441: . I ; •'I I i '� I I LI.h 2 / I 1 L�, -l _1 1 ! Z 3 ' 4 5 ? 6 1 1 I I I I ! I € !' a r i L c- 1 L-•--I• - �---J-1 1-'i 3 9 , 1 L. i,w' r - 4 5 5 ; i _ 3 JO ' ,4,.e r € € f 1 1 ! /! r ' j 1 ';, '•.-- -: �`.. -3- - ! I I 1 OR SECTION CORNER �~� "=`=:.t ':T_.i a "r' ("-1i`-T- r-- I ,' e6 ` I" ,� -,�j, ar�--- COS,, LTi icr--I � i •-- 7 L8-2 3 , ' , AS No7ED. ,14 r • l':'' O=` 1 •:: d i i:;5''i ,•. j 1' 200 I r'� ' • '•• N.• + - t,�w>' - �Y T'+, _•1- 1 1,1 ODE. ANACO_,7'2 T ITH-Cm_ OF — 1 I ; ,., i i ;� I , , 1 , , y .o a o, ANACORIE5 WITH 171{ t, r —rI i �` � ` �'' =S , r I7 ;� SC,� O s € 1 ! o 0 ALL TRACT CORNERS AND 1 f i 'S•REGORD of THIS PLAT FD I i i3 /� •''1 ' I = i 1� ' .., a • PAGE 2J"••: + 1 I ; 1 A011�E) : ,%.•.`" THE ErLo PURPOSE OF i ; PLAT BOUNDARY Q '':1;., = �� i T • A �® f>R£SERYING TIlE Wh`TLAPID i f ! € ESTABLISHED WITH A 1/2 I NAOMI' THEREIN, AS , O ti z W ` , € ! ''``;( -{` , ( 1i'EET ) ! I ,( € Imo'' i I I ( i I N8 06120 E� � , REBAR as 30 INCH LONG Z t'f M 2 ' I I Al t7- - /� I, 2D I 1g I I i I t i ' I f ! ; PER I ' i i W1'TN CAP h t,; `.. ae13 �00 P L, I _1 _ J__! S D II 1 s I • CONDITION NO. Z9, FINDINGS 7� ;` N !! ' - /L J _ J J�� rC11 ,7(J.S.i(' OF FACT No, 2 I OF 5. I I ! w V \ -I'>9� !0 I T& 5 L 3$ I 1t I Js 1 r € MARKED 'SUMMIT 32169' 412 ` ;:: f;, pry .O� - _ Y -_i : 2t) 1 i >ffi Ll7JS i 4_�3� ; !� UNLESS O7HERf1t5E r o N w y _ :.;r = > ' • PUB N88'42'48"W �� �� N07'13'00 ; SEE SHEET 5 OF 5 Far PHASE 2 LOT LAYOUT! NOTh7D. z W 4 —_== `=<, +`_ r—o war cd1 43.ss' 1 TRACT 8 1 w ••''.51• l- , :: RETAINED 9Y �' tl. '��• N, J 74• y WETLAND HABITAT ® SE CORNER OF THE NORTH w N88°42 48 W 240.00PRESERVATION TRACT ,/r 2 W o % '''''' CITY: OFi AICPA PRms- '` , ts� '� 1/2 OF THE NORTHEAST o ti :::: :.:•. _ / SECTION zc, r 35N, o ,c $9.24 ON UNE- PER I PAWING- OF 1 N�, w' ! ,q�- 1 f ram: T--I- -TT aso,� \' SOUTHV2 oF_rHE f 4��"} y? l' 1 9 ACT C N• ION QO q 11 ` I1 q € TO 'Ncfo~ ! ` i NORTH 1 f2 °F 7H�'.--6 7-? at -I - I -' R 1 E, W.AI., 26, r 5NE,y ec tb _ _ Y< F 1 0 IN o `�o € ! I ! 1 1 iw� ! 1 i b�, ~4L'` I NOKnIEA�T1/'4, SEC 3s, f + ! I € ? er R£L oRD DrsTAnJc�I + y�3 I € I ! �_' .11: • ? f ? I I ih^ 1 j I )`4 14 15 1 A• +G)41) �4� I T 35NAB RI 1E, iMR I , fi ' 1 =' — �� 4 s ; I & ! 9 ' 4. :' iI € 1z, 90.afr ' 1 1 r 11 € t�� O I A ED Y R£cnRD I ! DEVELOPERS/OWNERS: N8�'14146"•W i s sitii h; mar 1 e I c�. 6 � �' rN$9.114'4B_W w a -�J z'. 4+*J �S' N 81.32La z28'L-b'7 10 + 1 ! 2 I 1 4 i S i A j ? s I ! T. ANTONY MALLO,t0,BJR. r'' ;•- 17O - M _ -- -x 1 L 9 - _..._`1-L J ' !,S ; L -1 MANAGING 1�Na9.,14 4s w 75s.ls' 210.01' -� �v� �- n- �6� zs� 1� - =------' , J�, - Roca RIDGE SOUTH Lac ' 101 S I: "� ::::`: N89'14'46'W 320.OP, N89°94'46»W 689.80 N89'14 4s"V Y P.O. 80X 1356 zo ..:R2- RESIDENtAL LOW DENSITY. FOREST LAND N89°14 46"W 2633.31' Soo' FOREST LAND 658.33' aracoRTrs wASrimG, , �ezn 2.�SEWAtE DISPOSAL CITY'OF ANACORTES 3. WATEft::.CITY OT"`ANACORTES Q� ..4. STORM DRAIN PIPESIN RIGHT OF WAY 8 INCHES IN DIAMETER OR SMALLER ARE FOR THE ,0 .•Gg' T,yS:tii ..• NOTES flENEFlT:OF'T1IE LOT OWNERS ALL MAINTENANCE AND OPERATION SHALL BE THE 8 TRACT 'F` IS AN I EGRESS AND UTILITY EASEMENT IN FAVOR OF LOTS 7 8 9 10 �4' vcs.i. \ 1. THE METHOD OF SURVEY WAS FIELD TRAVERSE WITH A NIKON OTM-520 TOTAL STATION. __ RFSPONSIBIUT -..OF THE LOT OWNERS. AND 11 OF PHASE 2, AS g•+ WN HERFJN. OWNERS OF SAID La1S 7 THROUGH 11 SHALL'RAGE ' ' ''?.;5. 'AS PER,•00NDITION N0. 30, UNDER 'FINDINGS OF FACT" ABOVE, TRACT 'C' SHALL BE OPEN AN UNDIVIDED ONE-FIFTH IN 1t f IN SAID TRACT __ AND SHALL BE EQUALLY RESPONSIBLE •o�i, 0 2 THE LINEAR AND ANGULAR CLOSURE OF THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SPACE DEDICATED TO THE HOME OWNERS ASSOCIATION WITH THIS PLAT, FOR THE BENEFIT OF FOR THE MAINTENANCE AND ASSOCIATED COSTS THEHLOF. � �1 SET FORTH 1N W.A.C. 332-130-490. THE ROCK RIDGE SOUTH HOMEOWNERS MAINTENANCE, ANO COSTS THEREOF, OF SAID TRACT 9. TRACT 'G' IS HEREBY RESERVED FOR FUTURE DEVELOPMENT, IN ACCORDANCE WITH THE `� /Ai, 3. SEE CURVE TABLE ON SHEET 4 OF 5 FOR CURVE DATA. 03203 C' SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. TRACT 'A" IS TO BE APPROVED PRELIMINARY PLAT Of ROCK RIDGE SOUTH, AND IN ACCORDANCE WITH THE ::.$E'OPS4 SPACE FOR THE BENEFlT OF THE HOMEOWNERS. AND SHALL 8E DEDICATED TO THE CONDITIONS OF SAID APPROVAL, AS SHOWN HEREON UNDER 'FINDINGS OF fAC'T'. ' ..,. ::: HOMEOWNERS ASSOCIATION AT SUCH 'TIME AS AN ADJACENT FUTURE PLAT PHASE, OF THE 10. CONDITIONS, COVENANTS. AND RETRICTIONS. DESIGNED 10 ESTAEiUSH RULES AND al •v • SUMMIT p�� y SURVEYORS, p INC, C� RCICIC RIDGE SOUTH DEVELOPMENT IS RECORDED. GUIDELINES FOR THE HOME OWNERS, LAND 0 AND THE HOMEOWNER'S ASSOCIATION WITH \. t = SUMMIT ENGINEERS & SU1�Y E 1 ORS, C o'6. TRACT 'Er IS A WETLAND HABITAT PRESERVE TO BE DEDICATED TO 111E CITY OF REGARD TO THE USE OF THE LAND AND THE EXISTING ANO PROPOSED STRUCTURES THEREON, - -- 61zj6g= 2218 OLD HIGHWAY 99 SOUTH ROAD,MOUNT VERNON,WA.98273 ANACORTES HEREWITH. SHALL BE RECORDED WITH THIS PLAT AND INCLUDED 8Y REFERENCE IN THE TITLE OF AIL 7. TRACTS '0" AND 'E° ARE PEDESTRIAN ACCESS TRACTS TO BE DEDICATED TO THE CITY OF REA1. L PROPE32T1ES RESULTING FROM THIS PLAT. kot, W*� 1/24/xoae PHONE:(360)416 d999 FAX:(360)416-4949 ANACORTES HEREY411H, STRUCTURE Ma 8E LOCATED ON OR WITTHHIN 15'OF A SLOPE OF GRACE OR 5 ti Y SHEET 3 OF 5 E-MAIL:YSK@SUMMI IES.COM SUSel\41T PLAT OF ROCK RIDGE SOUTHg P ASSL�� - — JULY 19, 2004, DECISION TO ISSUE A PRELIMINARY PLAT PERMIT FOR FINDINGS OF FACT (CONTiNUED): Rock Ridge South FINDINGS The existing detention pond, when converted to o wetpond facility, shalt',_` (�pp/��{� �j-q/�po �r � q�p �,�n a. Have a gravity drain system to the new pond bottom. Ilil1°/V lla See-EC 25, U VW P 35Jq,a LrllGE 11[a V1�/oUFi11° Findings of Fact and Conclusions of Law, the Anocortes Planning Director is hereby authorized to Issue a b. Be vegetated on the perimeter and interior for sight screening, to 'ipairxtenance (i.e., no grosses Preliminary Plat approval far Rock Ridge South subject to the following conditions (Findings of Fact and requiring management. " LEGAL DESCRIPTION:ION: Conclutions of Law numbers 11 through 42, inclusive, are the only finding listed os per Findings of Fact q gmowing), habitat value and access (PER EXHIBIT °A", SECOND SUBDIVISION GUARANTEE, CHICAGO TITLE COMPANY — ISLAND DIVISION, ORDER NO. and Conclutions of Low number 43): a Shall have safety be s or other safety features. " =.:,. (24)A secondary access (through driveway easements as neeited):di;alf'zrovide a vehicle outlet to W ICG40326) (11) Fencing, as required by the Parks Director, shall be constructed on the perimeter of Tract B 12t St. -• "!;`: ";,. (25) Each phase, as constructed and recorded, shall have al,-ecessary impxoveirrents (roads, utilities, THAT PORTION OF BLOCKS 9,10,l1,17,18,19,20,37,38,39,40,45,46,4-7,48,65,66,67 AND 68 IN THE PLAT OF TUTTLE adjacent to Phase V, Lots 8-15 and the cul—de—sac. This fence shall continue north along the western Fire protection, etc. in lace and accepted prior to that AND BUCKLEY'S PLAT OF ANACORiES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, and northern edge of the 30' NGPE wetland buffer located In Lots 10-12 of Phase IV. Fencing shall be P ) P P P phase':fecording. 1., PAGE 23, RECORDS OF SKAGIT COUNTY, WASHINGTON AND THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP non—sight obscuring. The intent of the fencing is to minimize disturbances to the wetlands and (26) A heavy maintenance truck acz ,s road (TS-foot wrdtl},sheIi be provided:#o dll-:Utility structures 35 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: adjacent buffer. The access corridor between lots 10 and 11 of Phase iV shall be eliminated and added not located in the right—of—way .`' a `is; t;., to the adjacent lot(.). Prior to any adjacent site disturbance, the permanent fence line as described, (27) Pedestrian access tracts shall be public,'"-surfoced atiO'fenced (per Parks Director approved design) rior to that phase recording' RANGE 1 EAST OF THE WiLLAMLI It MERIDIAN; Tract B and the 30' ACFL buffer shall be left untouched with the fallowing exceptions: (28) Tract A shall be privately mairataineeby a flomeoyrners'Association. 29 The 4 acres of wetland halsitaf,pd'acent to the ACf2 Tract`' sh'o11 be subject to a conservation THENCE SOUTH 89'56'12" EAST ALONG THE NORTH UNE OF SAID SUBDIVISION 1,984.37 FEET TO THE NORTHEAST o. Hand removal of non—native or adventitious plants as approved by the Pork Deportment. (29) j ( ),, CORNER GE THE WEST HALF OF THE NORTHEAST QUARTER OF SAID NORTHWEST QUARTER, AND THE TRUE POINT b. Hazard trees will be Identified with the concurrence of the Parks Department. Hazard trees removed easement administered by oniestablished locally based, land trust. OF BEGINNING or blown down shall be replanted by the Homeowners Association, subject to approval of the Parks (30) Tracts A and C shan''ke dei_iicoted,as app.n space:ond`'managed by the Homeowners Association. THENCE SOUTH 1°27'18° WEST ALONG THE EAST UNE OF SAID WEST HALF 1,344.42 FEET TO THE SOUTHEAST Department, with a 3—foot minimum appropriate native stock which shall be maintained by the (31) The City right—of-way east aY.Let B.Phase ill, she'll,be retained by the City. CORNER OF SAID VEST HALF; Homeowners Association until able to survive without care (32) Maximum slopeslope'iteny drectian in.cu)—de—sa shall'Yie 6% THENCE NORTH 8914'46" WEST ALONG THE SOUTH UNE OF SAID SUBDIVISION 689.8D FEET TO THE SOUTHWEST c. Fallen trees In the NGPE shall only be removed from the site with the approval of the Parks (33) Legal and practical'fFcess'by public rood shall bee•provided to the Kilkenny property. CORNER OF LOT 12 SAID BLOCK 67; Department. (34) Condition No.2 of;the"Declaration l3f Access Easement from the applicant to the Bowman. under THENCE NORTH 1'17'12- EAST 120.79 FEET TO THE NORTHWEST CORNER OF LOT 9, SAID BLOCK 67; d. If the buffer is disturbed, a landscaping plan using appropriate native stock shall be submitted to the Auditor's>File 120D20.T220149. shaebe deleted,irr'its entirety, the.' legal access to the Bowman Forest Advisory Board for approval and once approved shall be implemented by the Homeowners from.A THENCE NORTH 88'42'48° WEST, ALONG THE NORTH UNE OF SAID BLOCK, 240.00 FEET TO THE NORTHWEST property om. stone Wby,;extends td'ingress;'egress, and utilities but may not actually provide any Association. ' CORNER OF LOT 1, SAID BLOCK 67; practical•'use (rtependengariflnal°engineertr}g'grades). a. Trails through the NGPE shall not be permitted without the approval of the Parks Department, THENCE NORTH 1`77'12° EAST 15.00 FEET; (35) The ezpQnsioripfahe;:bSrett 8fh,detention pond shall be done in such a way that: the paneled area (12)!n keeping with the Citys street grid street Home system, the Building Department shall approve THENCE NORTH 88-42'48° WEST 43.89 FELL TO A POINT ON A TANGENT CURVE, CONCAVE NORTHERLY, HAVING •'` remain"a.."" et'ponil" Ithetheeca ability of periodic maintenance/draining); 8 inches of topsail be street names. pp A RADIUS CF 125.0D Ftti; A,placed an":;the"»eiity_,disturbed sail'and around the entire pond and, submit o wetland landscaping plan (13) The City of Anocoltes Public Works Department and the Postmaster shall approve mailbox locations. THENCE WESTERLY, ALONG SAID CURVE, THROUGH A CENTRAL OF 21'38'50", AN ARC LENGTH OF 47.23 I-EEI, To ;for bpprovd(;$y the Planning';Director. THE INTERSECTION OF THE NORTHERLY PROLONGATION OF THE EAST UNE OF SAID BLOCK 68; (14) Street lighting shall be energy efficient and provided as required by the City Engineer. (3g) Tasting ton `only occure weekdays between 8:00 3.m. to 6:00 p.m. THENCE SOUTH 117'12' WEST ALONG SAID NORTH PROLONGATION AND SAID EAST UNE OR BLOCK 68,144.09 (15) A detailed, final landscaping plan shall be approved by the Planning Commission prior to `:;, (37) Gels techn'xcal engineering reports shall be provided far all lots where any structure may be located FEET, TO THE SOUTHEAST CORNER OF SAID BLOCK 68; construction beginning on each and. every phase, together with an overall conceptual Landscapirfg,.Pldn:, on dr;;witfin 15 ctf.:d slope of 40% grade or steeper. THENCE NORTH 8914'46° WEST 210.01 Fit;, TO THE SOUTHEAST CORNER OF THE PLAT OF ROCK RIDGE WEST II, submitted with the first phase; Lot 7 of Phase V shall hove o separate detailed and approved ';Y Landscaping Plan that minimizes impacts to the hillside. (38) An avigation easement in a form acceptable to the Planning Director shall be placed on each RECORDED UNDER AUDITOR'S FiLE NO. 200412020087, RECORDS OF SKAGIT COUNTY, WASHINGTON; •_ _ Phase.priori to its recording. (16) The developer shall purchase and install all street signs. THENCE NORTH 1°17'12' EAST ALONG THE EAST UNE OF SAID PLAT OF ROCK RIDGE WEST II. 501 72 FEET TO THE '' N-N"' ', ''' . (39)No clearing shall occur on the site prior too detailed, phased clearing plan being approved by the (17) The project shall comply with the City of Anacortes design construction stasidards''as required by'',:_ NORTHEAST CORNER OF SAID PLAT; Plohnlna.':Commission. the Director of Public Works for water sewer, street aceeee, and storm drainage; THENCE SOUTH 88-42'48° EAST 30.00 FEET TO THE SO.ITi-IWEST CORNER OF LOT 16, SAID BLOCK 40; (4R,).•IUo construction shall begin without a 10—year water quality management plan and implementation (18) A minimum of two off—street parking spaces shall be provided for each dwelling unit as required.'.;- THENCE NORTH 117'12' EAST 216,00 Fitt TO THE NORTHWEST CORNER OF LOT 5, SAID BLOCK 40 AND THE program being approved by the City Council. This pion and program shall be undertaken by on by City Ordinances. Required off—street parking locations shall not interrupt or Q, ., any way rife independent consultant retained b the City and aid b the applicant. it shall detail the current water SOUTHWEST CORNER OF TRACT B, PLAT OF ROCK R1DG WEST, UNDER AUDITOR'S FiLE NO. 200203250231, P Y Y P y PP required cul—de—sac diameter or sidewalks. ;: RECORDS OF SKAGIT COUNTY, WASHINGTON; �-:-''"=-�• - quality in the Cranberry Lake Watershed and then describe a process for periodic monitoring and review (19) The Developer will construct the downstream sewer capacity- require'd-,by the Cltg; Public Works bythe CityCouncil and specific remedial actions that will be token if r, significant wcter alit THENCE CONTINUING NORTH 1'17'12" EAST 64.00 Fa TO THE SOUTHEAST CORNER OF LOT 11, OF SAID PLAT OF P " Y quality Director. tie='<=:,,, degradation is documented to hove occurred as a result of the Rock Ridge South plot; public comment ROCK RIDGE WEST; .:;:' ., ,,. `� ... .: eg THENCE NORTH 36'49'28° EAST 86.02 Ftt:, TO THE NORTHEAST CORNER OF LOT 11 OF SAID PLAT OF ROCK (20)A potable water system with necessary pump statians(w), pressure reducing'':;;stations, and storpge will be solicited on all phases of the water quality program. will be designed to meet City of Anacortes, DOH, AWWA, NEC, and other applicable,regtiTimap>♦ts Yo 4y Onlyorganic, as opposed to chemical agents, maybe used to combat weeds, underbrush, and the RIDGE WEST; ( ) 9Q PP 9 THENCE NORTH 53-34'34° EAST 119.08 FEET, TO AN ANGLE POINT IN THE SOUTHEAST UNE OF LOT 7, OF SAID provide a minimum of 40 psi to each home building pod and necessary RreRaws. c; like. (21) Ali infrastructure improvements for each phase shall tie constructed and approved prior to the 42 A five—year maintenance bond shall be established after completion of the final phase of the PLAT OF ROCK RIDGE WEST; ( ) P THENCE NORTH 35`40'45° EAST 239.89 FELI TO AN ANGLE POINT IN THE SOUTHEAST UNE OF LOT 3, OF SAID issuance of building permits for that phase := , project; this maintenance bond is to assure that any remedial water quality actions that need to be PLAT OF ROCK RIDGE WEST; (22) A pedestrian pathway shall be established generally:;os sihawnon the revised site plan doted May taken are taken. 12, 2004. THENCE NORTH 45'54'57" EAST 100.05 FEET TO AN ANGLE POINT IN THE SOUTH UNE OF LOT 1 OF SAID PLAT OF ROCK RIDGE WEST, AND THE NDRTHWa.EST CORNER OF LOT 17, SAID BLOCK 11; EXCEPTIONS AND RESTRIC I IONS: r` 10. COVENANTS, CONDITIONS, AND RESTRICTIONS CONTAINED IN DECLARATION(S) OF RESTRICTION, THENCE SOUTH 88°42'48° EAST 60.00 FEET TO THE NORTHEAST CORNER OF LOT 16, SAID BLOCK 11; 1. TAXES OR ASSESSMENTSWHICH ARE NOT SHOWN AS EXISTING`JENS BY THE RECORDS OF ANY TAXING AUTHORITY BUT OMITTING ANY COVENANT OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, THENCE SOUTH 1 17'12° WEST, ALONG THE EAST UNE OF SAID LOT 16, BLOCK 11 AND THE SOUTHERLY S£X. SEXUAL ORIENTATION, FAMIUAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY'.'THE PUBLIC RECORDS. PROLONGATIONTHEREOF, 140.00 Fttl TO THE CENTERLINE OF 30TH STREET OF SAID PLAT Oe TUTTLE AND 2. UNPATENTED MINING CLAIMS; RE_4ERVATIONS::ORXCEPTIOI3S IN THE UNITED STATES PATENTS OR IN ACTS ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL BUCKLEY'S PLAT OF ANACORTES: LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERM'I ItU BY LAW; THENCE scum SB'42'4a° EAST, ALONG SAID CENTERLINE, 90.00 FEET TO THE SOUTHERLY PROLONGATION OF THE AUTHORIZING THE ISSUANCE THEREOF; WAltk RIGHTS,-;;CLA1{JIS OR TITLE TO WATER. RECORDED: APRIL 26, 2002 WEST LINE OF LOT 12, SAID BLOCK 11- 3. TiTLE TO ANY PROPERTY BEYOND THE ONES OF,.THE REAL PROPERTY EXPRESSLY DESCRIBED HEREIN, OR TITLE TO AUDITOR'S NO(S).: 200204-260193, RECORDS OF SKAGIT COUNTY. WASHINGTON THENCE NORTH 1 7'12" EAST, ALONG SAID WEST LINE AND SOUTHERLY PROLONGATION TO THE NORTHWESTSTREETS, ROADS,;AVENUES, LANES, WAYS OR WAILNWIAYSRON WHICH SUCH REAL PROPERTY ABUTS, OR THE RIGHT TO EXECUTED BY: ROCK RIDGE WEST, LLC CORNER OF SAID LOT 12, BLOCK 11; MAINTAIN THEREIN VAULTS, TUNNELS, RAMPS OR ANY-: THER STRUCTURE OR IMPROVEMENT; OR ANY RIGHTS OR AIR-LOTS: TRACTS B AND C, ROCK RIDGE WEST THENCE CONTINUING NORTH 1 17'12" EAST 16.60 FEET TO THE SOUTHWEST CORNER OF LOT 1, ROCK RIDGE EASEMENTS THEREIN UNLESS SUCH PROPERTY, RIGHTSOR EASEMENTS ARE EXPRESSLY AND SPECIFICALLY SET FORTHIN SAID INSTRUMENT IS A RE—RECORDING OF INSTRUMENT (5); SAID DESCRIPTION.':;;_ SHORT PLAT NO. 98-004, RECORDED IN VOLUME 14 OF SHORT PLATS, PAGES 30 AND 31, UNDER AUDITOR'S FILE RECORDED: MARCH 14, 2002 NO. 9905240012, RECORDS OF SKAGIT COUNTY, WASHINGTON; 4. AN=EASEMENT ON'?7HE'PLAT OF ROL�C'•RIDGE WEST IS HEREBY RESthV£D FOR AND GRANTED TO THE CITY OF AUDITOR'S FILE NO(S): 200203140025. RECORDS OF SKAGIT COUNTY, WASHINGTON AN,AODRIE5, PUGET SOUND'ENERGY_rVERIZON, CASCADE NATURAL GAS CORP., AT&T BROADBAND, OTHER PUBLIC AND 11. EASEMENT CONTAINED IN DEDICATION OF SAID PLAT OF ROCK RIDGE WEST; THENCE ALONG THE SOUTH LINE OF SAID SHORT PLAT, SOUTH 88'42'48° EAST 105.00 FEET To THE CENTERLINE FRANCHISE'UTILITIES ANDATHF7RNRESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN (10) I-Lt.I FOR- ALL NECESSARY SLOPES FOR CUTS AND FILLS AND CONTINUED DRAINAGE OF ROADS OF MICHIGAN AVENUE; OF>-.11 BOUNDARY LINES OE-TILL LOTS AND TRACTS AS SHOWN ON THE FACE OF THE PLAT TOGETHER WITH THE TRACTS B AND C, ROCK RIDGE WEST THENCE CONTINUING SOUTH 88'42'48" EAST, A DISTANCE OF 30 FEET MORE OR LESS TO THE SOUTHWEST 12. PUBLIC AND PRIVATE EASEMENTS, IF ANY, OVER VACATED PORTIONS OF SAID PREMISES. RIGHHT TO ENTER UPON THE'LiOTS-AND TRACTS AT AIL TIMES FOR THE PURPOSES STATED, WiTH THE UNDERSTANDING CORNER OF LOT 2, ROCK RIDGE SHORT PLAT NO. 98-004; 13. TERMS, CONDITIONS AND OBUGAIiONS, OF THE DECLARATION OF ACCESS EASEMENT; THENCE CONTINUING ALONG THE SOUTH UNE OF SAID SHORT PLAT, SOUTH 88'42'48° EAST 87.23 F£ET, : 0 Ali.. THAT:.ANY GRA[4TEE SHALL BE"RESPONSIBLE FOR RESTORING THE PROPERTY TO CONDITIONS FOUND PRIOR TO WORK RECORDED: FEBRUARY 28. 2002 WTH4IV THiE,-E.AsENEN:T. ANGLE POINT IN SAID SOUTH LINE ":. SKAGIT COUNTY, WASHINGTON Ri AUDITOR'S FILE NO.: 2002022802?6, RECORDS OF AFFECTS: `TRACTS B AwD' C, ROCK RIDGE WEST THENCE NORTH 69'41'51° EAST ALONG THE SOUTHEASTERLY LINE OF SAID SHORT PLAT, 390.61_,fEl;I;.,TO T1.1�_, `��;:. AFFECTS: TRACTS B AND C, ROCK RIDGE WEST NORTH LINE OF THE NORTHWEST GUAR IEa of SAID sECTION a6; -f;5. NOTE ON:f'THE FACE OF PLAT OF ROCK RIDGE WEST, AS FOLLOWS: 14. IEHMS, CONDITIONS AND OBUGATIONS OF NE DECLARATION OF ACCESS EASEMENT; THENCE SOUTH 89'S6'12' EAST 108-31 FI_tI TO THE TRUE POINT OF BEGINNING. _ _ 'DOWN SpOU ' DRAINAGE SYSTEMS AND SIDE YARD AND REAR 'YARD DRAINAGE EASEMENTS WILL REMAIN PRIVATE WITH ALL RECORDED: MARCH 22, 2002 SITUATED IN SKAGIT COUNTY, WASHINGTON. _ .t,i= OPERA'IONS:ANI) MAINTENANCE BONG THE RESPONSIBILITY OF THE HOMEOWNERS OR OTHERS. DOWN SPOUTS SHALL BE AUDITOR'S FILE NO.: 2002032_20149, RECORDS OF CAGIT COUNTY, WASHINGTON '`s;;CON+}ECT'D TO THE STORM SEWER. AFFECTS: TRACTS BAND C, ROCK RIDGE WEST `6,_ MAINTENANCE OBUGATIONS AS SET FORTH ON THE PLAT OF ROCK RIDGE WEST AS FOLLOWS: 15. EASEMENT, INCLUDING THE TERMS AND CONDITIONS THEREOF, GRANTED BY INSTRUM£NT(S); EASEMENT PROVISIONS -'''i;. THE • ,5 FOOT PRIVATE DRAINAGE EASEMENTS SHOWN HEREON ARE HEREBY GRANTED AND CONVEYED TO THE OWNERS OF RECORDED: JULY 11, 2006 1. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY..OF-"ANACORTESI;PUGET SOUND 'ff THE ABUTTING LOTS AND TRACTS. LOT AND TRACT OWNERS ABUTTING ONE ANOTHER SHALL SHARE EQUALLY THE AUDITOR'S NO(S).: 200607110101, RECORDS OF SKAGIT COUNTY, WASHINGTON ENERGY, VERIZO N, CASCADE NATURAL GAS CORP., AT&T BROADBAN OTHER-PUBLIC:AND.-FRANCHISE RESPONSIBILITY FOR MAINTAINING THE EASEMENTS, EXCEPT THAT NO LOT OR TRACT OWNER SHALL BE RESPONSIBLE FOR IN FAVOR OF: PUGET SOUND ENERGY, INC. UTiUTIES AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UP.ON 'THE E4CTERIOR...TEN, 10),; MAINTENANCE OF THAT PORTION OF ANY PRIVATE DRAINAGE EASEMENT UPSTREAM FROM THEIR LOT OR TRACT. FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE, TOGETHER WITH NECESSARY Ft.1 FRONTING ALL IN ILRIOR STREET RIGHTS—OF—WAY, HEREIN DEDICATED TO..THE;.PUBLIC, OF ALL LOTS AFFECTS: TRACTS BAND C. ROCK RiDGE WEST APPURTENANCES AND TRACTS AS SHOWN ON THE FACE OF THIS PLAT TOGETHER_. 4ITH THE RIGHT TO'ENTER'UPON-.-!THE 7. NOTE ON THE FACE OF PLAT OF ROCK RIDGE WEST, AS FOLLOWS: AFFECTS: TRACTS B AND C. ROCK RIDGE WEST LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES S`:FATEIXR WITH WANDER-STANDING THAT ANY ALL DRAINAGE AND UTILITY EASEMENTS IDENTIFIED AS PUBLIC HEREON ARE HEREBY GRANTED AND CONVEYED TO THE CITY 16. TERMS AND CONDITIONS OF THE UMI IEU UABIUTY COMPANIES UNDER WHICH TITLE IS CIATVESTED. GRANTEE SHALL BE RESPONSIBLE FOR RESTORING THE PROP :-Y T4'CONDITIONS 'FOUND-.PRIOR TO WORK OF ANACOR1tS. THE CITY SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDING AT LAW, AT 17. DUES, CHARGES AND ASSESSMENTS, IF ANY. LEVIED BY ROCK RIDGE COMMUNITY ASSOCIATION. WITHIN THE EASEMENT. ' - TIMES AS MAY BE NECESSARY, TO ENTER UPON SAID EASEMENTS FOR THE PURPOSES OF OPERATING, CONSTRUCTING, 19. IF UABIUTY TO FUTURE ASSESSMENTS,DESCRIPTION IF ANY. QUIED BY THE CITYR OF ASA FOLLOWS: ;.;: REPAIRING, ALTERING, OR RECONSTRUCTING DRAINAGE OR SANITARY SEWER FACILITIES OR OTHER UTIUTY FACILITIES AND 19. IF AN ABBREVIAItU LEGAL IS REQUIRED, IT CAN READ FOLLO6Y5: APPURTENANCES OR MAKING ANY CONNECTIONS THEREWITH, WITHOUT INCURRING ANY LEGAL OBLIGATION OR UABIUTY 20. NW 26-35-1 2 ALL DOWN SPOUT DRAINAGE SYSTEMS Ah10 AM�Y SIDE YARD=;AND:;REAR YARD DRAINAGE EASEMENTS WILL 20. THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WiTH THE REMAIN PRIVATE WITH ALL OPERATIONS.-Ai'.JD.;MAINTENANCE BONG THE:,RESPONSIBIUTY OF THE THEREFORE. PROVIDED THAT IF THE AREA WITHIN THE EASEMENT IS DISTURBED BY SUCH OPERATING, CONSTRUCTING, APPLICATION AND THE PUBLIC RECORDS AS DffiNED IN THE POUCY TO ISSUE. THE PARTIES TO HOMEOWNERS OR OTHERS. DOWN SPOUTS SHALL BE.:GtHIN CTED `TO THE STORM SEWER, EXCEPT FOR REPAIRING, ALTERING, OR RECONSTRUCTING OF SAID FACILITIES AND APPURTENANCES, THE CITY SHALL RESTORE THE THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING PHASE 1, LOTS 9-13, INCLUSIVE, AND POSE .2,..LOTS_1-8, INCLUSIVE. '.SAID EXCEPTED LOTS SHALL SURFACE OF THE EASEMENT AS NEARLY AS PRACTICAL TO THE ORIGINAL GRADES WITH EXISTED PRIOR TO THE CITY'S IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. OUTLET ROOF AND FOOTING DRAINS-AT AN";APPROPRIATE LOCATION ALONG THE DEVELOPED SIDE OF THE ENTRY UPON THE EASEMENT. SUCH RESTORATION TO BE TO ROUGH GRADE ONLY, NOT REPLACEMENT IN KIND. THE LOT NATIVE GROWTH PROTECTION-EASEMEMT.BOUNDARY;..FOR THE PURPOSE OF HYDRATION OF THE ADJACENT OWNERS SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENTS, SO LONG AS SUCH USE DOES NOT WETLAND AREA. ALL OTHER::DRAINAGE FROM SAID EXCEPTED LOTS SHALL SHEET FLOW ON THE SURFACE INTERFERE WITH THE INSTALLATION, OPERATION AND MAINTENANCE OF THE DRAINAGE AND SANITARY SEWER FACILITIES OR Y�yuii OF THE DEVELOPED/LANDSCAPED YARD TOMARD'SAIDNATiVE GROWTH PROTECTION EASEMENT BOUNDARY. OTHER UTILITY FACILITIES AND APPURTENANCES AND SO LONG AS NO OBSTRUCTIONS OR STRUCTURES SUCH AS BUILDINGS, III III I.IIn1YI��,INI`gl�, CONCENTRATED SURF0.CE.iOISCHARGE SFIOULD..BE AMOIdEEI. ROCKERIES, RETAINING WALLS, OR SIMILAR OBSTRUCTIONS ARE ERECTED WITHIN THE EASEMENTS. AAll4�Ul nI YA 8. COVENANTS, CONDITIONS, AND RESTRICTIONS CONTAINED IN DECLARATION OF o 3. ALL DRAINAGE AND, UTILITY EASEMENTS IDENTIFIED AS PUBLIC HEREON ARE HEREBY GRANTED AND I�EFrELOPER/OT�'fiIER' RESTRICTION, BUT OMITTING ANY COVENANT, CONDITION OR RESTRICTION BASED ON Skagit County Audltof CONVEYED"TO THE CITY OF ANACORTES THE,SITY SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF RACE, COLOR, RELIGION, SEX HANDICAP, FAMIUAL STATUS, OR NATIONAL ORIGIN UNLESS ANTONY \l , JJR. Pa e 2 of 5 11:36ANI ANY SUIT OR:;PROOEEDIPLG AT.LAW, AT,TIMES AS MAY BE NECESSARY, TO ENTER UPON SAID EASEMENTS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER CHAP ILH 42, MANAGING MEMBER 1/24/2007 5 FOR. THE PURPOSES>:OF OPERATING-�CONSTRUCTiNG, REPAIRING, ALTERING, OR RECONSTRUCTING DRAINAGE SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES ROGt RIDGE LLC & NOT DISCRIMINATE AGAINST HANDICAP PERSONS; ROCK RIDCF SOUTH LLC ;:�R SANITARY SE}�TR'FACILITIE$_OR OTHER UTILITY FACILITIES AND APPURTENANCES OR MAKING ANY P.O. BOX 1356 '''CONNECTJONS;THEREWIR1 WITHOUT`'1NCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFOR. PROVIDED RECORDED: MARCH 14, 2002 ANCORTIS, WASHINGTON 9822E TFIAT I A-HE A.E AREA-p0'HJI'd..THE EASEMENT IS DISTURBED BY SUCH OPERATING, CONSTRUCTING, REPAIRING, AUDITOR'S NO.: 200203140025, RECORDS OF SKAGIT COUNTY, WASHINGTON EXECUTED BY: ROCK RIDGE WEST, LL.C., A WASHINGTON LIMITED UABIUTY COMPANY; AL14dNiG OR'RECONSTRUOING OF SAID FACILITIES AND APPURTENANCES, THE CITY SHALL RESTORE THE DAVID DSTERGAARD AND CHRISTINE A. OSTERGAARD, HUSBAND AND WIFE; AND KENT Spp DECLARATION REFERENCE SURFACE`OF THE >=AiSEMENT AS NEARLY AS PRACTICAL TO THE ORIGINAL GRADES WHICH EXISTED PRIOR ROBINSON AND JUDY ANN ROBINSON, HUSBAND AND WIFE � ._� ' THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS PREPARES 'TO TH ',CITYS ENTRY U?ON THE EASEMENT. SUCH RESTORATION TO BE TO ROUGH GRADE ONLY, NOT AFFECS: TRACS B AND C, ROCK RIDGE WrFST Or �pshf jar - FOR THIS SUBDIVISION AND TO WHICH THIS PLAT REFERS IS RECORDED \MTH THE qIN=`"_, REPLACENENT_iN KIND. THE LOT OWNERS SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID 9. ASSESSMENTS OR CHARGES AND LIABILITY TO FURTHER ASSESSMENTS OR CHARGES, .eC,..:. cr AUDITOR OF SKAGIT COUNTY, WASHINGTON ON EASE EENTS;: SD•_1.tONG AS SUCH USE DOES NOT INTERFERE WiTH THE INSTALLATION, OPERATION AND INCLUDING THE TERMS, COVENANTS, AND PROVISIONS THEREOF, DISCLOSED IN �?. '(L7.r,f `. 1� '4AINTENANCEi'OF THE DRAINAGE AND SANITARY SEWER FACILITIES OR OTHER UTILITY FACILITIES AND INSTRUMENT. „=':Y , '( UNDER AUDITOR'S FILE NO. RECORDED: APRIL 26, 2002 I RECORDS OF SKAGiT COUNTY, WASHINGTON. 03203 APPURTENANCES AND SO LONG AS NO OBSTRUCTION'S OR STRUCTURES SUCH AS BUILDINGS, ROCKERIES, );y. RETAINING WALLS, OR SIMILAR OBSTRUCTIONS ARE ERECTED WITHIN THE EASEMENTS. AIMUDITED BY:O: 2002 42 W��3, RECORDS OF SKAGIT COUNTY, WASHINGTON 1 ^r i O p ,i O 1 fi $ 4="A 30—FOOT NATIVE GROWTH PROTECTION EASEMENT AS SHOWN ON THE PLAT HEREIN, IS HEREBY AFFECTS TRACTS B AND C, ROCK RIDGE WEST j ���rrrr'��i�"I •f'• SUMMIT ���' �nry� SURVEYORS, p�� � 3 it l ° -:_='"ESTABLISHED AS CONDITION, AS STIPULATED UNDER CONDITION NO. 11, FINDINGS OF FACT, ABOVE. SAID INSTRUMENT IS A RE—RECORDING OF INSTRUMENT (S); € 'NIL LAID I ' 2218i�OLD HIGHWAY 99v SOUTH�ROAD,MOUNT�VERNON,WA.98273 J SLIVLS1l.5 RECORDED: MARCH 14, 2002 F. /�CL 0� AUDITOR'S FILE NO(S).: 200203140025, RECORDS OF SKAGIT COUNTY, WASHINGTON PHONE. (360)416 4999 FAX (360)4161#349 l �ncc 1/24/2008 SHEET 2 OF 5 ",", ",,,•,°•,..,•,••..�.",,.,,,,,. E-MAIL:YSK@SUMMITES.COM PLAT OF 111•CK BODGE S•UTH, ,PHASES 9 I9Ad�l�l���l ..1�11 �6 ��pppp��pp�I SEC oy� �n 2 2 Epp 007472:.-00�4��• UlI+917 /4, 2 , TVd P 35�1. `:iGE IE, Vl . M . SkagItC'ounlyAuditor /�< \ \ 1I24I2007..Pge ti4, 4 of 611:36A 510.59' \ t ' 76.26')11 WEST 12 STREET , \ \ �r `11 � 8g$6_12` W 108 3R-: ,I r_ -�.-cy) 1-- - - 1_____N89.56.12"W- - -- _ - t \- -'''' :ti:... -fir... �- =;L - 73.26' 5.00' \ 1 ',;� _ # FOUND MONUMENT IN ` L ,61' �/ AO. ,�`•::,;..„1:,,,,, '�-a I CASE-PER ROCK RIDGE 1. l �9a 4 _.=` «w_.. •._�`' I� -- I- _ ,.`WEST AP), ��1sJ + 3 8 W , ME h -- - - _ - - 200203250231 3 \ lG, 9, ;:I i' d D S71NG STREET'R/GHT-OF-WAY i 1 `�' ivy ' o / ;,• ... " ^- `o , 111 I PER SHORT ALA[[ OF ROCK RIDGE \ \ $ , x.: I PHASE!I, AFC 9905240012, KNOWN �i \ 30' WIDE ACC /� '.`= •'sl• -.„ •. m' I -r AS MI 1GAN AVENUE I I & U7lUTY EASEMENT 7� I \ PER AFC 9905240b12 N I ��• /i. .;ADDRESS: 806 • 1 I I 1 o. / 1 ., 'f:;:9,052 s I __ i 34 , ? I I ►4' , 1', \i 1 ,51°C I ,r�gL � :c , ,:." S6L s.23 --4'' I 1 ` '�11�0'--':ADDRESS 3608 ";. N g7✓ ( IN FEET ) i 114 3�g �^.....•. v, � ,s I i f 1 inch 50 \ 7 �. `>.`�; I `` s r: ' �„ I Yt- i I 30' INGRESS, E1;RESS, & \ \ 069 o. , ; z_ � `� r L+nLITY EASEMENT PER \ \ I , �1I�6,732SF, - 4. Cti;:, .: ' �se� I p 1 1 AF11' 200203220149 0 I I I 2 I�i \ ADDRESS: 3$1 �_$+ r._ �0�`1✓..'! ,64, + CURVE TABLE I 1 ( 30.00' \\ \ �� 9 1 z _ >ti = �4 . iry Il�D , oi• I 30.00' , 9 b �8 I , o �i. `.. _: CURVE DELTA RADIUS LENGTH TANGENT N8$"421 Q8 W I 1 " '':;, (- --� _ L_ I 222.23' 30' wrDEoi I _ cz ti s,7s SF I I I Cl 2r3$50' 125.00 47.23 23.90 _� ACbESS EASEMENT �8274 SF -'`;• .. ;;,. 2 4 ADDRESS. 3809 30' ~ I _ (�. 4 75.00' �..�a Q' o' . �/ C2• .� : I C2 9.5,1'14' 350.00' 60.40 30.27 �Ln 30 00' 30.00' 87.23' TIf1.�PhAT P m DDKESS 16 -I _ 0 . �4 ( $ I b I 7 I •�..� c c \ CONDITION N0. 24 ma ao "'',:. 1` p - - _ C3 2870'44' 0.08 0.04 0,02 ,, -'1- -"-` un1'Ir1�` N h 15 �,to, ,'u�1�1 _ s 1 s 1 24.04 C19 (` a' rn ` ® r� 1 I C4 34 42'J2' 90 O0 54.59 28 t2 �y �� I -�� "j z �T , _ �_ C5 34 5206" 32500 19589 101.02 p15 ! FY !�P - - ^ -(- 1�58C t5_ \�I ~'�� �, :,:�^ 1f1�<f/n •-< I- C16 Z- --- '11 - ' BLOCK 9 C6 1T't939" 325.00 64.25 3223 7 ' I I i I T ..- C4 $1,, 10 10' UTILITY \ . \, 10,107 SF -1. 15 F Iarr 4 N80.0729' . I pp �, o� 34%F212 00 # EASEMENT i if, I ADDRESS: 3B20 ,;*' I p t .08' C7 2372;27" 325.00 f31.64 66.74 QO O L= 60.57' 0�• % -ir-to. 3)\ °in,,y \ , ,,;:r C2 1'1� TRACT 10 ! C8_34 32 08" 300.00 180.82 93.25 I b 1 I R+Q 700,00) 'C30 + (( m\ XB56_Y-4 - 3 12 r p2^E N 729 F :� r , f C9 375'2$" 300.00 17.93 8.97 o T= 31.25' `�. I 11,665 SF 15' .tom o' 178,.,: ';, r'�575" � �,� BSBL , CEO 72'43'4f" 300.00 66.64 33.46 '� lo +nI 10 39 • ! o. 10 �y a, c7 DDRESS: 3902 t5 �-`i�o %ii I "E ! 99. ! I Off, GZ3>7 wtDEnlanvE ?I R I\ �• az . s ` �:::.::::. GROWTH I # i C11 1434'19" 300.00 76.30 38.38 I 4 ! \ I b' .1 '' ,.:,-.,N,-1 '- I 1C C12 3'48'3r 300 00 19.95 9.98 i cry I N 'I I \ yw� \ 0 1 / I 1 C3: :i'�" 5: 7"E _ I 7:• I 1 �` AASEM PROTECTION i I If I I tt ?Q' 11,063 SF . 7 0 , 0 ENT C13, 78,814" 25.00 34.44 20.59 .� 1 i _ 12 ADDRESS:I3912 �`4 NI y , 1 .�ojC2 ' '' ",;::,:,;.',".: 434.7br::,•,... C33 i- -ti_ RECORDED WITH 1 r C/4 833'11` 230.00 34.33 1720 '•6 p ^ iN 1 w o. �- �,. \�--F-o, IC/81. 75 C15 0. 7 ` l5 PLAT In h �� 1 I I I , '•- 1 - - .._ N I I i-✓ `°. '�a fir_ 73 3 ./ -'.` i :; �.�.�Sl C13 0 i I +�i Ct5 t42�715' 2278 56.83 67.98 I .,`,s �, „� s I 17 t 16r 02" f \ I CtS,26J3050` 5000 22821 58Ot p O 7-' /q1' 5g7' cr �20 L ,1 "- f;;. �t I r �59179 11 i 141$O5 SF 16 I i5 1 14 ' 1`2 I C17 48'1123' 2500 21.03 11.18 2 o L� N g3 d, ••47 "..,....• $Sl, o o - -1- a•-•-A DRESS�.38L7� �_ - I-'"' , C18 12'48'14" 35000 7821 39.27 J Z " i 1+6. �� o\ '' '' n' C14 \..1. -4.L.A._v,,5oN� 'C19 / 0. ..:,. ,.,r ,,,::.I . CfP �. 10 m3435'f0" 60.00 36.57 18.87 , „ i,N w 10 �"'"� w 4,8339'12" 30.00 43,80 26.85 ,� NS$-4' w -10 0. ADDRESS: 3914\1(t � 1/. 10 UTILITY �� \ � ��il .�C20 0 j,; C5 EASfJ14ENT c'% u. m� 9,460 SF �^C21 4034 26" 50.00 35 41 JB 48 , v ,'� C71 , " • ''-°` ADDRESS: 3813 ��+ 1. '-' Z 90.00 u� C29 ;;<,C8':..: jy `'o 5 g56{. 3,4 NC22 34yR55' SO.aO 30.47 15?2 11,283 SF -' u Q C23 Mi 'i:; B v!6'. 10 o r 34'56'11` 50.a0 30.49 15.73 a \ ? sm l0 2ss 5F >. �, C24 34'S4 55' 50.00` 30.47 15.72 ys� EASEMENT . , cs =`;, _ _ e ,�.1. �/ �r sSf� 8 10 UTILITY o- 1f3' UTILTY ;? \ ADDRESS: 390 0 4 49' C25 7130'51" 50.00 10.05 5.04 - O� o' . G70 moo. EAS ENT e� s�q �. /y\ 05� ,o eV, C o g9 C26 34'S455" 50.00 30.47 15 72 _ _ ��_ i I +� v TL `- 9„291 S� Ni2+ , , < �`- 410• 15� . 0 ,::'1'''t- � •a,._ o. 7 ,43,,17E r- 1.._ C27 8944'3r 5000 60.86 34.84 J5' W1DE DRAINAGE AND /p �0 ' , ? I.� 1 "'; B� ADDRESS:;3903 ;6•0# t` --- -+ 6�. -. ^ » 40.02 _JJ s h -, s• o\ % m ie I I 1- C28 1820 36 125.00 20.18 I SEWER EASEMENT TO -'i• k1 y0 ,�r. "',., I `• ,, 6, I - 130' V , I -� C29 777249` 25,00 33.69 19.96 7rZ CITY OF ANACORIES I +' h grO I',r.. IC9 I - ,r- ' \ gLY .� 2. C30 3442'l2` 100.00 60.57 31.25 ' ;,,, tt,�\ o�b ":`. 3I .5 I 8°' I ; 0 2yZI /�I �, 125' 10 1�'� I 1 I I C31 83'45'49` 75.00 109.65 67.25 i i I • 4.O� :,h h ,.. II";: 10,09 SF V `�3 k `. I )„ C32 83.45'49` 100.00 146.19 89.67 , / --v �► •',iti: 0•P .S;` ".; I 31`1 ( �� 9 $j I 12259 SF =_: �J. .e'3 k, s ADDRESS_ 39D5 '1 8,863 SF m ADDRESS: F I f C33 8,3'4R5'49` 12_5.00 182.74 11208 9 , / I :• B, p t1 t: ,� '- \mom I } / �15 y J Cif 32 i 1 I N ADDR 3965 '..: s��`'', . I s;.. l.. I i /I `'o. 51 I /858t I '\10 I I c33 - �!Bset I f C34 90�00•00' 25 ao 39.27 25 00 I o� �� 1• �'� / ay 0 8, �N r s Na ¢,w�l-- I 1 I I I C35 s�7 ar 325.00 38.49 1s.2i .,: e g h• o�> C36 s4ror 3oo.00 35.53 17.78 _ :._:->~ r Y I oY I p C37 6'470r 275.00 3257 16.30 ... :"' 'as: I 15 5 g� ^ \I 3 ° ` 0 -�.2. r li_:. •%' l �s. 2 3 1ti o. I 1 r5 842t SF ��o I IBSBC `- I I I C38 90"0000' 25.00 39.27 25.DO .. _ •. l 1 II I I 93' S /II 775 + g \ 'o / (c°� 130' 1 i :.: :,, . ; _ L - L -.- _-�L�. . '1__ \ ADDRESS. 3961I \/ IC39 23'04^ 125.00 50.34 25 52 :.` S ' N _ , J 7i te 14 838.sr 4 I 5 G r' C40 1874so` 125.00 40.17 20.26 F' '' " T�(�:7[' "C" _ _ -- - --- :, o - I Id %1n m 10' unurr > ���� ADDRESS: 39 6_ .-1 _L. 1._ I_ ____L C41 2138'50' 125.00 47.23 23.90 =4L %.: --�4,6 �� --- - 1+`� E4.Sl•MEN.�. ''.., $> t ` s '� t I ; m w; � P- ' I aFP� I /y \--F ._- ' ---f .____ -r 23 C42 9 3'14' 350.00 60.40 30.27 LEGEND - - '• I h !-� c43 z 50o` 350.00 17.82 8.91 , ` ', a, ?,�. , i a .re 11.* 1 ems. X \ C44 16 47 S1` 125.00 36.63 18.45 ® FOUND MONUMENT AS NOTED 1:" I 1 1 \I 1�623 SF I \ A 4,0,� `1 / I $,\ i I 'o p I C45 17 5.25- 325.00 64.80 32.51 .1. __. r;:.:•., .' .A•.' 17 76% , 1ADDRESS: 3959 / 25 �ra y?�. I I i c I i I C46 1139'1t` 325.00 66,t0 33 7S A4LLOT &'7RI4C7;.CORNPRS ESTARI 1S$IED WITH A I II 14 .� t' C47 9'86'22' 325.00, 56.38 28,26 ,.'`°':; ,.:1%2 INCH_D/A,`30 IN •i LONG,REi9i4ft' WITH CAP , !yw ,•.Z. S• I , ,, I ,`' i �`� o� 3e ! t MARKER- UMM17_.3218: UNLESS 07HERN9SE 20 79 18 �• 0 5'�01 .0 •-1 6 , i I I " ) C46. 7737'44' 25.00 3a.77 17.68 IS, F,NQ SYMBOL NOT S140101 FOR CLAR1 1 TA. *•\ i I �•'o-moo- C>14 �\ Og./•�^ 1��e R.874 SF r- 25a'3f 44' 5000 218 63 70.?1 "•-,. r• ,,. ;=: r I '''o, 6'Z ,ram - ADDRESS: 3964/ I I 44t in I I C50 404033` 50.00 35.50 18.53 ::a+: �'^� ®'s.:, S F`C+4SE0 CDNCRETLr`M0N WITH 2' BRASS DISK ! 3 0 +� 19. ir9,a 19 / is 17 536 15 I C51 607$3t` 325.00 342.09 188.8'? ,"°" I I I I 6`� ti �IA0 I 70' UT7LITY Bs`$, ,e I c ..'o, 39.53' 39 52' I I I C52 100 44 ,2', 50.00 87.92 .60.38. .ep$$8L `':BUILD/MG SETBACK LINE L 1 /7 g0 g•6 4''5 EASEMENT �' I C53 3544 2t' 50.00 31.1916.12,; a• ": - a I • cg \1 < / N88 32'¢2 W 79,05' l �{l C54 44,25'59. 50.00 38.78 2042 • ,,y'`0 SE'T:,,'P1•;C° NAIL AND SHINER MARKED *SUMMIT T I. .Lj'� I+F, - - �® ; `h - r I 1 IJ } C55 479'05' 50.00_•.o.,.- 32T69"IN CONCRETE CURB ON PROLONGATION OF ��' (k9 c"� r�0 yam\ 10,179 SF - �v yL 3:77!, t.84 20 +5� 6 °'• ADDRESS: 3962 / 0‘ I- 056 60783t` 300a0 31.5 77 'i 28- L`;: LOT LINE, OFFSET DISTANCE AS SHOWN. '/ �g '��� / 16 30' WIDE NATIVE C57 6O1$37" 275.00'289.k--,159_y7.6 `I'=;:.: '� `'3`- / �� " e 116 \ co. �/ \\ GROWTH PROTECTION DEVELOPER/OWNE�L' � � o � ow EASEMENT RECORDED C55 15xf 54' 275.00 73.75 '�137.10 °? p m p C59 243802` 275 t?0 t t8 23 Bp.08 r Vl\ , "� W17H THIS PLAT '•} ANTONY MALO, JR. 16. N.- 0 t�, . \ // 7M 9 /1 T 1i C60 2(: 24' 275. 10298 52.10 MANAGING MEMBER �tt9 bye• e / 11,9 6 SF \ ti� / 0 6 xkh TRACT C j II Csf 7S3$'I 2Z5 0[;k 27.06 1 54' ROCK RIDGE LLC d: C62 M , ROCK 1RIDG SOUTH LLG "^ •'.C34 rli ADDRESS: 3960 > 3 27' 385�33 112,50 �76.46 :39.77 P.O. BOX 1356 y .0 ...63 13'37'•25 _325.D0 77FB 38.82 ANCORTES. WASHtNGTON 98221 - ! _I a b \ �0.06 / N8170 » „Q 99 r- C64 ,113.40 02 325.00 ..77 53 :38.95 1 I- �T -, -� I 00.70: `F9�,1 1�13 T- ---1 f ,w W P - "j I `�. cj0 I i 0.� Z�m I 8��.24+' o' ( 1 "I- T ` .1 T - ___ _- s..' •`^.-",,:'a_,, - � 0~SOO �' i I 9�1�' lZ�p sa "' '� 'i� 1V `�� ��� Id6�k 5/ h ^ ' ` I Z A i» . T j •j , 6 W -` e `. .. - ,,,,. ' 'it r\ `� , 1 10 ,r 1 F 1 I :TRACT B�p SHALL BE 4: _ - ;;..', .���'OF Asti... �+ 6h6 �. ..'�j, 38 �" 7 C35 I + ! w tp DEDICATED TES THE CITY OF p Y " Y`l- �:i.'`' _ R / •�-�.-I I 9 /10 r = I I IANACORIa� WITH THE " _ � I I S I C36 100 I RECORDING OF THIS PLAT FOR /fir ''.,, - i� r i THE GENERAL PURPOSE OF ! r°F. -,...,NOTES E47 ' I �r®moo I /f C37 00 2 ,� I ESERYJNG' THE WETLAND I ti Try `. ,. .. �• 1� 7 i ` p � 4 $ . 2y ` :2� I \ I HABITAT THEREIN, AS PER Z . A. THEi itETHOD OF SURVEY WAS FIELD TRAVERSE WITH A NIKON I: fr o♦ 01 6 00 I I { GONDfl7ON N0. 29, FINDINGS 1 ? '. CflM-520 TOTAL STATION. \�C I';•:� ` `® (/ , •Oa 1 \, �i5 50 I I I I I I I 03203 .I1 `, 1 OF' FACT, SHEET 2 OF 5. ,;:_,.,:„. `2. THE UNEAR AND ANGULAR CLOSURE OF THIS SURVEY MEETS / \`f�RL LA119 o1, I I Z1� o t110, .._, 14,\� �,�^\\ I 1 OR EXCEEDS THE STANDARDS SET FORTH IN W.A.C. ---- Ibim I I //� " "332_130-090• mem 1/24/ SUMMIT ENGINEERS & SURVEYORS, INC, : x.== SEE SHEET 5 OF 5 '••• 2218 OLD HIGHWAY 99 SOUTH ROAD,MOUNT VERNON,WA.98273 3. SEE SHEET 3 OF 5 FOR SECTION TIES. PHONE:(360)416-4999 FAX:(360)416-4949 SiU\AVII: i 1 4SHEET 4 OF 5 E-MAIL:YSK@SUMMITES.COM 1 1 DEDICATIONS: PLAT OF ROCK RIDGE SOUTH 9 PHASES 9 & AUDITOR'S CERTIFICATE ;r:'_;,_ KNOW ALL PERSONS BY THESE PRESENTS THAT (NIW1 r49 SEC 269 TWP y�5Ip9 RGE 1E9 p{ r ,1e FILED FOR RE:OR: AT THE REQUEST OF SUMMIL;ENGINEERS & SURVEYORS, INC, ROCK RIDGE L.LC., A WASHINGTON UNITED LIABILITY COMPANY, AS TO THE FOLLOWING PARCELS IN TUTTIE ' �V`C IUI J ACKNOWLEDGMENTS (CONTINUED): 2O 2 40 0 9 4 F',: _ ':t; v-,,,L. COUNTY WASHINGTON: STATE OF WASHINGTON ) Skagit County Auditor •I -1, LOTS 16 AND 17, BLOCK 11; LOT 11, BLOCK 17• LOTS 1, 2, 3, 4, 5, 6, 7, 8, 13, 14, 15, 16, 17, 18, 19, AND C r ) SS 1/24/2007 Page :'i -''.i„ ' , 20, BLOCK 1Q LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 13, 14, 15, 16, 17, 18, 19, 20, BLOCK 39; LOTS 5, 6, 7, 8, COUNTY OFs d ) 9 1 of 511.t;BAIUt.. `:F. 9, 10, 11, 12, 13, 14, 15, 76, BLOCK 40; LOTS 1, 2, 3, 4, 5, 6, 7, 8, 13, 14, 15, 16, 17, 18, 19, 20, BLOCK �, o � 46, 1 HEREBY CERTIFY THAT 1 KNOW OR HAVE SATISFACTORY EVIDENE THAT A/VTHONY HALO. JR, AND c -.. ii 'T_.,�'r- . AND ANTHONY MALO. JR.. AS POWER OF ATTORNY FOR CHRISTIANE HLO HUSBAND AND WIFE IS THE PERSON "` ! ., 'i e y L ' `� ��✓ COUNTY AUDITOR. ';,,, ROCK RIDGE SOUTH, LLC., A WASHINGTON LIMIIID LIABILITY COMPANY, AS TO THE 1'/EST HALF OF IHE WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED AT HE SIGNED THIS INSTRUMENT AND � "�� "`'- `' •'";AY D:�UTY t . NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 35 NORTH, RANGE 1 EAST OF ACKNOWLEDGED IT AS HIS FR AND VOLUNTARY ACT FOR THE ES AND PURPOS MENTIONED IN THE SKAGIT COON... ; HINGTON. "`•"v:.r,., "'r ;i; THE WILLAMETTE MERIDIAN; INSTRUMENT. 9' I5 d'O1 '-.• u o k T SFA L 1F� Q G'7!' af 5. 1' ;"' L('t rfa'�d_.0R IL4t!® �1,L',- ROCK RIDGE LLC, A WASHINGTON LIMITED UABIUTY COMPANY AS TO AN UNDIVIDED ONE-HALF DATED: Oe /3 200,6 �tnerk, :,ii•,%'^:_ INTEREST THOMAS A. GIACALONE AND LARVA ANN GIACAL ONE HUSBAND AND WIFE, AS TO AN aOtQY Mq`;°'�� APPROVALS"'s., -"' ,g "1;,N, !V'r•_ UNDIVIDED ONE-FOURTH INTEREST AND ROCK RIDGE SOUTH, LLC, AS TO THE REMAINING UNDIVIDED �o �� ��� �' Ss!'`;.S' '.• .'`}: .s+f^ _ `'''' l ONE-FOURTH INTEREST AS TO LOTS 4-17, BLOCK 45, TUTTLE AND BUCKLEY'S ADDITION; A__ ' Ea.t cam "'�F e 5''" ''t J r i =e. " NOTARY PUBLI OR THE STA OF I eve: OT�' =`:_::::,..::NY ^° THE PLANNING CLAM SSION OG`THE CITY,,1•)F ANACORTES, MEETING IN REGULAR SESSION ROCK RIDGE LLC., A WASHINGTON LIMITED LIABILITY COMPANY, AS TO TRACTS "B" AND "C" OF ROCK RIDGE NO COMMISSIO ONES: '-s a . ON I T II-opdip FAII) THA1`THEASLAT OF ROCK RIDGE SOUTH, PHASE 1 AND �T' ( tlr, `'; a PHASE 2,'$ERiIBS THE PUBLIC U +'' ND,;INTEREST AND HAS AUTHORIZED ITS SUBDIVISION RESIDING AT: /1/1dA � ?A 2`�Vy .°� J s±0`A STRAtfOR;7'Ct,`E LUTE ( S WRIT1EN APPROVAL HEREON. ANTHONY I. HALO, JR. AND CHRISTIANE HALO, HUSBAND AND WIFE AS TO THAT PORTION LYING WITHIN BLOCK STATE OF WASHINGTON ) •i, .p do 1 "`s.,, 'i, _ S 68 AND: J� ) SS i...:::1,94.0.,4„,1Hi1NG�Q� ' •:: `;ems_ COUNTY OF S Q v ) ttt11111�� - _, >s,�'.� !��'-'�'�°"` DG CONSTRUCTION, LL.C., A WASHINGTON LIMITED LIABILITY COMPANY, AS TD PORTIONS OF BLOCK 11, --' '- tAI,AN 4IL3G-pIRECTOR TO BE KNOWN AS LOT 1, PHASE 1, ROCK RIDGE SOUTH. 1 HEREBY CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ANTHONY L. AAA , ,{idfiltt THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED TT•!(� ,. AM ''/% 51.. i=,.• ;" : --, VA-IIDBEY ISLAND BANK, AS MORTGAGE HOLDER. INSTRUMENT AND ACKNOWLEDGED IT AS THE MANAGING MEMBER OF ROCK RIDGE L.LC., A WA • ,OP' /e., :•, • '_ 7d LIMITED LIABILITY COMPANY, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE, F:.� +. APPROVED BY THE COUNCIL OF THE CITY OF ANACORTES, WASHINGTON THIS 2� DAY .• WASHINGTON FEDERAL SAVIN A UNITED STATES CORPORATION AS MORTGAGE HOLDER. PURPOSES MENTIONED IN THE INSTRUMENT. • cH Iv : ,_, DATED: ® ii- /3 2006 r''' • • THE UNDERSIGNED OWNERS IN FEE SIMPLE AND MORTGAGE HOLDERS OF THE LAND HEREBY PLAT ItD, '" ��'<"-9 I?.28: +?�'t▪ 0•: ''-'" , �ti HEREBY DECLARE THIS PLAT AND DEDICATION TO THE USE OF THE PUBLIC FOREVER ALL STREETS, 0 `•t ,0��le•..; '" ATTEST: CITY CLERK A A f3- NOTARY PUB C FOR THE STATE OF WASHlN TON. �j l .�• � f �p� ,fI!'ll'A:'&K\ � y AVENUES EASEMENTS AND PUBLIC PLACES FOR ANY AND ALL PUBLIC PURPOSES NOT INCONSISTENT MY COMM EXPIRES ,)2_1r-®¢ r'@,s(o ( a! 14t<A !'rfn#1toss WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES. ALSO, ALL CLAIMS FOR DAMAGE BY THErC Sin+, ': ': .0 OWNERS AND THEIR SUCCESSORS AND ASSIGNS AGAINST ANY GOVERNMENTAL AUTHORITY ARE WAIVED STATE OF WASHINGTON ) �- '' W9-IICH MAY BE OCCASIONED TO THE ADJACENT LAND BY THE ESTABLISHMENT, CONSTRUCTION, S t/ ) ss ='`e}":• `'- '' L''1=: "t DRAINAGE AND MAINTENANCE OF SAID ROADS. THE UNDERSIGNED OWNERS IN FEE SIMPLE AND COUNTY OF J ) ' ?°,'''<: . -?�.•. "I MORTGAGE HOLDER ALSO DEDICATE TRACT "C" TO ROCK RIDGE COMMUNITY ASSOCIATION FOR THE i' :+ ••' `r'?• ..1 EXAMINED AND APPROVED THIS 23 DAY OF 1 '�� 20S¢j. PURPncFS STATED HEREIN; DEDICATE TRACTS "B, "D" AND "E" TO THE CITY OF ANACORTES FOR THE 1 HEREBY CERTIFY THAT I KNOW OR HAVE SATISFACTORY EV ENI E THAT APITNONVA 1. YAM 4, JR, IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON`:-. CKNOWLEDGED TH,4T H , SIGNED THIS PURPOSES STATED HEREIN; TRACT "F' TO THE OWNERSHIP OF LOTS 7, 8, 9, 10 AND 11 AS AN INSTRUMENT AND ACKNOWLEDGED !T AS THE MANAGING,MEMER OE,- ROCK RIDGEtSOLf LLC, A _Mint,' UNDIVIDED ONE-FIFTH INTEREST TO EACH OWNERSHIP, FOR THE PURPOSES STATED HEREIN. WASHINGTON LIMITED LIABILITY COMPANY, TO 6'.THE'FRi� ANEtV0Z79NTARY ACT'�'OF_ UL'H PA �R % THE USES AND PURPOSES MENTIONED IN I1lE INSJRLIAfENT r• ' MATS //' -� • • ILV WITNESS THEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS + DAY OF DA7737: /(/tllit I� 2008 •� '_k J X -'^r; n;v,,�: + z ;‹;• st0„o� o L7 2006. di, y ,,. ROCK RIDGE LL.C„ A WASHINGTON LIMITED LIABILITY COMPANY: � � // " ". ''•' mayO. „`• '- Lit J ��tfil L� �`4' NOTARY PUBLf OR THE STA OF W SH ` •' .. 1.--c,• 6 4`�, MY COMMISSI XPIRES cf��. 5 5 al-, figtC P�q,� ?28.'z°G�°!$. COUNTY TREASURER'S CERTIFICATE: ANTHZ'Y L MALO JR. MANAGING MEMBER ` 6�c ,f ,e WASH1,4 /ttnneot STATE OF WASHINlTON ) SS 5''.1 I` THIS IS TO CERTIFY THAT ALL TAXES HERETOFORE LEVIED AND WHICH HAVE BECOME A ROCK RID SOUTH LLC., A WASHINGTON LIMITED LIABILITY COMPANY: " y COUNTY OF -_ ) LIEN UPON THE LANDS HEREIN DESCRIBED HAVE BEEN FULLY PAID AND DISCHARGED _ % `ah.lJ (, `T T . `;7. ACCORDING TO THE RECORDS OF MY OFFICE UP TO AND INCLUDING THE YEAR ANTHONY L MALO JR. MANAGING MEMBER 1 1B,� 4 I HEREBY CER7IFY'RlA7:i,.KNOW OR HAS SATISFACTORY EVIDENCE THAT UM OQ 7 L�o fj4/J 1 ANN- JACALONE HUS8ANIT,AND 4NFEL THE PERSONS Wti40 APPEARED BEFORE ME, AND SAID PERSON ACKNOWL€D,GED 7HAGl,iED 1L/Is'INSTRUMENT AND ACKNOWLEDGED !T AS EE AND 7 I, TREAS R OF SKAGIT NTY, WAS TON, AN1N Y L MALO, JR. AND CHRISTIANE MALO, H AND AND WIFE: TARY`AC.T FOR �s'`AN,f-k'PURPOSES MENTIONED /N THE INSTRUMENT � i _ I� HEREBY TIFY THAT A EPOSlT HAS 8E PAID TO C ANTIgPATfD • tto gitrt t`1K'.. a c2• 'r S , L h�' •�t /• D-;7Ef£ 2006 tt �) rrrrere TAXES PTO AND IN DING THE YEA ANTHONY L MALO JR. ANTHONY L HALO JR., AS POWER Y ..-,- � IS ®Vl � �/���i! PRY,+II ap'd OF A7TORNY FOR CHRISTIANE HALO '-, i ,=,r•'"` c>'`"'w :,'l'• I o�,Ni1SSj ��5�!'� THIS DAY F 2006_ iil2f OG C TRUG]TON, LLC., A WASHINGTON LIMITED LIABILITY COMPANY =c°"''=w :l•;. `r'U'I •�ni ;'�" /-Q D / 4 ' ^" '''t., - ...k.NOTAEY PUB OR THE STA 1 D: " L' �' V��.,:ev..4,,,�.::s h. 41Y COMMISS1 IRES: "- % .-� y; hti p OFFICER: f` V 7iE510/A,....,' - 1::, n > • � ti �� G ,;;;_ - , ?S,'3e �o ? SKA T COUNTY TREA RER 0�•l1TY WNIDBEY ISLAND BANK: {: ;' ` l)RTGAGEE ACKNOWLEDGMENT1. : �'04:HI�i;,,1V ��Ij _. vL r; 1, STATE OF WASHINGTON ) oFFicER: TITLE rI- `'y: 'il "'''P 11 :rr' COUNTY OF Ko 4.I ) > > � ll>:1==- %:'' " _ R CITY S TREASURERS CERTIFICATE: WASHINGTON FEDERAL SAVINGS, A UNITED STATES CORPORA71,Q1'1:�' -_ ^ �'/M�(e� �/ / , 'Y r I HEREBY CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SUSAN MEDALJA IS THE PERSON Cgs +' ,;r tl, WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE/SHE SIGNED THIS INSTRUMENT, ON I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS OFFICER: 777Lir' ''r: r4+ ` ;'"_•'% OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS AND ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN • A.I. VICE PRESIDENT, OF WHIDBEY ISLAND BANK, TO 8E THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR OTHER PUBLIC USE, ARE • THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. _•� t�>f' �� PAID IN FULL. OWNER'S ACKNO 'DG % : .. ' ,Ti. r� _ DATED: 0(+0 be l3 2006 THIS DAY OF 204j STATE OF WASHINGTON ) `":.i,- 7 '1SS q s eee F •,a„ s _ o�M N !e COUNTY OFsk • / .,."4-, '`SS _ "�V vt Os C I'�S % :(3 NOTq �Q: , r< ''''re;:, • `'- lam oa c te3 s R 9• ' "4,7NOTARY PUBLIC FOR THE STA OF WASHINGTON A I HEREBY CERdLFY ZIfAT?`f KNOW OR' {j4VE?SAA3Fc4CT�3RY EVIDENCE THAT Q �g �,�'• (/g CITY F ANACORTES TREASUR TY� /O .< r MY COMMISSION EXPIRES: 1I �i-C'J , LiG !4 IS 7Hf;PERSON WHO APPEARED BEFORE ME AND SAID PERSON , a t.j A KUO 4I T R€/SHE SIGNED `TJ1IS''_]NSTRUMENT AND ACKNOWLEDGED IT AS THE RESIDING AT: Ail Ct(D P 5 c W err,° • 1;29 O7 :OOP", �QF OG,CONSTRUC770M Lf;:.C., A WASHINGTON U TIED LIABILITY COMPANY, TO BE rr:p'' •....a�1G� C-SOO THE FREE•';,ANDa:_VOLUNTARY,•ACT OF SUQ}f PARTY FOR THE U 1�fWPPOSES MENTIONED IN THE t� 04 INSTRUMElkic "' "Ni, •'_ ;1` sin Q. Aiys,,,., STATE OF pVP I:3f9Utsf ti� ) ,i� .•or w sy� 'r •,Ire rV,A._ -2p-- .,"' $ �`4sS10hr•../ +.. �• • ) SS. c`1 A �c DA•7Lli;�. , /.e:A:,:•:s+ 4 �,• ,o� .1ro. %:o WY. 11 .. COUNTY OF '�•�J�t7'lT ) c j' o Ø , ' `'? - lx/`i r�;o 4 �� r" I HEREBY CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT 1* 1 - • , U'J1,ic. e� .; ,': e.;' DEVELOPERIOWNER: 1 TAlel;.PUBLT , .OR THE?STA OF A IN $p,,;-v o�;�' IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE/SHE SIGNED THIS • T'<L; Ml(f OAlA.4ISSIO X ES: - ''e( '•9Fn• ZC''0 4� INSTRUMENT, ON OATH TATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND \ 1ST '3' ANTONY MALO, JR. 'r- RESIDING'AT• 0, p�,,,, 28.,•c,-S,�a / KS, '° '.t '`' jr ++///�ASt1�>>�a ACKNOWLEDGED IT ASSS`C.\!.�- @ MANRca OF , TO 8E THE FREE I loyAL LAND MANAGING MEMBER :S ttrrieo;At ANO VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED VI THE INSTRUMENT. 1I11Irllr ell �, ROCK RIDGE LLC & - ,"`:_ lRiE'YIR S CERTIFICATE: `\ttttKlM r/%� 1 tI ROCK RIDGE SOUTH LLC "' '= WA91i(46113 f.J FE ,4-., °.''1C4%� A F - 1/24/2008 r P.O. BOX 1356 :�: I MEREBY'L RTTFY THAT THE PLAT OF ROCK RIDGE SOUTH PHASES I AND 2, IS BASED UPON AN DATED: l Q l t3 2006 tSS+Op'`9�i9'; ANCORTES, WASHINGTON 98221 03203 '''.:, ACTUAL SURVEY AND SUBDIVISION OF SECTION 26, TOWNSHIP 35 NORTH, RANGE I EAST, W.M.; THAT FV ";.,. _:'THECOURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON. THAT THE MONUMENTS HAVE BEEN ::::10-1.1..:,.:1:1-4;1. O Ad _• SE'T AND THE LOT AND TRACT CORNERS ARE SET CORRECTLY ON THE GROUND AND THAT I HAVE � ,,,\_--a-• 4 T ��91^ 'm"' = SUMMIT ENGINEERS & SURVEYORS INC..::f'ULLY COMPLIED MTH THE PROVISIONS OF THE 07Y OF ANACORTES AND STATE OF WASHINGTON ` I• .•,:.-.;6"r STATU S AND PLA NG RE5flONSNOTARY PUBLIC FOR THE STATE OF WASHINGTON a 20 'a• `• : 2218 OLD HIGHWAY 99 SOUTH ROAD,MOUNT VERNON,WA 98273 ` /e/22 r' MY COMMISSION�PIRES: �j 2-'1. I Lo- SHEET 1 OF 5 ��D ASiiNG�O�` PHONE E-MAIL 0)416-49 9 FAX:(3COM16-4949SUVIVIIT Y G- KIM, P.L.S. 1L32169 DATE: RESIDING AT: 5A 0-mot-s N Ke--,1 Z i , PLANNING,COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT °..t Mailing Address: PO Box 547,Anacortes,WA 98221 F' Phone:360.299.1984,Fax: 360.293.1938 71` N" Complete Residential Stormwater Plan Checklist Ica ,,,r: Minimum Requirements 1-5 Stormwater requirements are based on the 2012 Stormwater Management Manual for Western Washington (SWMMWW).A link is provided on the City of Anacortes website, under Planning Department,Stormwater Regulations,as well as under the Engineering Division of Public Works. Residential construction is exempt from additional stormwater provisions if it involves no expansion of hard surfaces, no use beyond that previously existing, and results in no significant adverse hydrological impact. Building permit applications for lots that are part of a subdivision that was recorded no more than 10 years prior to the date of the complete building permit application may continue to use the stormwater codes in effect at the time the subdivision application was submitted, if stormwater was addressed at the subdivision/plat level. If construction has not started as of January 1, 2022,the site will be subject to the 2012/2014 manual. If your project adds less than 2,000 sq.ft.of new plus replaced hard surface area,AND which disturbs less than 7,000 square feet of land,you must consider all 13 Elements of the Construction Stormwater Pollution Plan(SWPPP). Fill out the SWPPP Checklist and explain how the elements are considered, or describe how site conditions render the element unnecessary and the exemption from that element is clearly justified.You will not need to continue with this document. If your project adds 2,000 sq.ft.or more of new plus replaced hard surface area,OR which disturbs 7,000 sq. ft. or more of land-Minimum Requirements 1-5 of the SWMMWW apply,and you can continue with this document. If adding 5,000 sq. ft.or more of new hard surfaces/OR converting 32,670 sq.ft.or more of vegetation to lawn or landscaped area/OR converting 108,900 sq.ft. or more of native vegetation to pasture—Minimum Requirements 1-9 of the SWMMWW apply. If Minimum requirements 1-9 apply, please see the Large Scale Stormwater Plan Checklist for additional submittal requirements. Owner Name: t 1,u k+ Site Address: 3 t i'1 �� : c.,. Av • Brief Description of the Project: pp a % � v co `i• itOGAL Ceke ., L L i.24au,L..'uoc,A Ley - i S !;i,rr r�J�� \51d 9 rc€ .. / i'vi Pre Developed` Conditions&Runoff of the Site: I!. $►ht is cAkrro,A ►D t S f v a-- c.,^ i v AP.�i1n Page 1 of 4 March 22, 2017 C Ig-40 c,v.rl %A.a 5 s 4o ►.k. e. a Developed Conditions& Runoff of the Site: tv .-Q. r AIL FAA w,t\ L -- sup h 1 rr et /:�;, w4,� Cvw�D$,,ektrd1 . �� S; {5 11%A.Fco./sc.Q,4.- ("�'• cr,vl\ti iri ' f/ 'i L�1 Lc,'rty� Summarize difficult site parameters,the natural drainage system,and drainage to and from adjacent properties, including bypass flows: ti c S 41'A. f i ra r++a`H', . S',�pz .5 G`tsr� 'i1�..�.., in 0., 4 ('.,0 ,�fA�wti� �¢.AAe.tn.t�' Q S �- 4G -� �eJ—(z- er--� 'J.rK C.1.3N Y'tlrtFv b+M K l r blot iw3 s W‘:k 1 ,•- a i..Y'4 b is k (� O Hydrological Site Plan:Collect and analyze information on existing conditions to aid in determining low impact development feasibility—which locations are most appropriate to evaporate,transpire,and infiltrate,with the following information: o Survey by Land Surveyor,Engineer,or other qualified professional:Show existing public and private development, utility infrastructure, hydrological features (seeps, springs,closed depression areas,drainage swales,streams,wetlands,and water body survey and classification report showing wetland and buffer boundaries),flood hazard areas,geological hazards, buffers, aquifer and wellhead protection areas,topographic features that may act as natural stormwater storage, infiltration, or conveyance. Include the natural receiving waters that stormwater runoff will either directly or eventually discharge. Show topography, display acreage and outlines of all drainage basins;existing stormwater drainage to and from the site; routes to existing,construction, and future flows at all discharge points; and the length of travel from the farthest upstream end of a proposed storm drainage system to any proposed flow control and treatment facility. Identify areas of potential erosion problems Show contours as follows: • Up to 10%slopes=2 ft.contours • Over 10%to less than 20%slopes =5 ft. contours ■ 20%or greater slopes= 10 ft. contours ■ Elevations at 25 ft. intervals o Soils Report: Done by a soil scientist certified by Soil Science Society of America, licensed sewage designer,or other suitably trained persons working under the supervision of a professional engineer,geologist, hydrologist, or any other professional supervised by an engineering geologist registered in Washington State. (Soils Report Page 2 of 4 March 22,2017 must include details as listed on Pg.79). In addition,describe soils by name,erodibility, settleability, permeability,depth,texture,and soil structure. Testing should occur between December 1 and April 1. o Soils Map: Based on the report. o Preliminary Development Site Plan Layout: Locate proposed buildings, roads, parking lots, landscaping features,on-site stormwater management BMPS(Determine BMPs starting on Pg. 95.Suggested BMPs correlate with responses to the 13 elements of the SWPPP, Pg. 237,and preliminary location of stormwater treatment and retention/detention facilities. Considerations are on Pg. 83.These methods could reduce required facility sizes,but are not required for approval.Show existing and proposed contours,show all cut and fill slopes indicating top and bottom of slope catch lines, and identify developed condition drainage basins. o Survey of existing native vegetation cover:This is only required if there are native soil and vegetation protection areas proposed for the site. Survey shall be done by a licensed architect, arborist, qualified biologist or project proponent identifying any forest areas on the site and a plan to protect those areas. The preserved area should be placed in a separate tract or protected through recorded easements for individual lots. o Vicinity Map: Clearly locate the property, identify all roads bordering the site,show the route of stormwater off-site to the local natural receiving water,and show significant geographic features and sensitive/critical areas (streams,wetlands, lakes,steep slopes, etc). ❑ Construction Stormwater Pollution Prevention Plan (SWPPP)—The SWPPP shall be implemented beginning with initial land disturbance and until final stabilization. From October 1 through April 30, clearing,grading,and other soil disturbing activities shall only be permitted if shown that silt-laden runoff will be prevented from leaving the site through methods listed on pg. 44. Best Management Practices (BMPs)Standards and Specifications are listed on pg. 261. Please see pg. 230 for details on using the Site Analysis to produce the following materials: o Narrative: Explain and justify the pollution prevention decisions made.This will contain concise information concerning existing site conditions,construction schedules, wet season construction activity,constraints,and other pertinent items that are not contained on the drawings.This is based on the 13 Construction Elements,which must be considered unless site conditions render the element unnecessary and the exemption is clearly justified. Elements listed on pg. 44&described in detail starting on pg. 236. o Drawings&Notes:Where and when the BMPs should be installed,the performance the BMPs are expected to achieve,and actions that will be taken if the performance goals are not achieved.Show water quality monitoring locations. o Special Reports&Studies: Include any studies (i.e.wetlands delineation). If a facility is required and feasible for Minimum Requirement 5,a PIT Test must be done in the location that the facility location is proposed based on the preliminary development site plan layout. ❑ Other permits:Any other necessary permits as required by other regulatory agencies. Identify if those permits include conditions that affect the drainage plan,or contain more restrictive drainage-related requirements. Prior to Final Stormwater Inspection ❑ Permanent Stormwater Control Plan Drawing:Select BMPs based on the Preliminary Development Site Plan Layout from the Site Analysis Summary. Provide a scale drawing of the Page 3 of 4 March 22,2017 lot(s)and any public ROW that displays the location of On-Site BMPs and the areas served by them.These documents will be recorded and attached to a declaration of covenant and grant of easement associated with each lot that includes On-site BMPs. Provide design details,figures, and maintenance instructions for each BMP. Provide a written summary of how it complies with the applicable requirements. Prior to Final Occupancy ❑ Operation& Maintenance Manual: Include a manual for each flow control and treatment facility, including any distributed bioretention facilities that are used to help meet flow control and/or treatment requirements.The manual shall include a description of the facility,what it does,and how it works. It must also identify and describe the maintenance tasks, and the frequency of each task.The tasks and frequencies must meet the standards of the SWMMWW. Include a maintenance activity log that will indicate what actions will have been taken and where it should be kept and made available for inspection by the City. ❑ Declaration of Covenant for Privately Maintained Flow Control&Treatment Facilities and On- Site Stormwater Management BMPs:Any flow control&treatment facilities and On-Site Stormwater management BMPs for which the applicant identifies operation &maintenance to be the responsibility of a private party must have a declaration of covenant and grant of easement. After City approval,the declaration of covenant and grant of easement must be signed and recorded. Design details,figures,and maintenance instructions for any BMP shall be attached.A map showing the location of newly planted and retained trees claimed as flow reduction credits shall also be attached. O Record Documents: Record total impervious surface area of the site and their locations with the county auditor. By signing below,you are certifying that you have read and understand the stormwater requirements. Be sure that you have checked off all applicable boxes. 1/z,y/ g Applicant Signature Date Page 4 of 4 March 22,2017 . - — — Ay 6\,-ofr 1 , 29'1 1 Vkov1/4,se / ‘ o t c° ? 1 L 0 1- 1 \ 2 8 3 Cic CITY OF ANACORIES 1 1 900 A. isIANNING & BUILD‘NG DE O "r••r\\O• \I'Jcv.‘ 1 • L.0 'It- CO Q C/(I C'eer1-- 023 , . APPROVED PLANS H ci r c Rmrr#: UIP-z-v/8--Of FE \ >. '2 , An c.,L C0‘) tre- ty._ 3 --C-- % 4'' . . - --- , DDRESS:, 7Cl/q.../1 /fril /7!)fit. ilke., a) .-- I° I V liPROVED!SY- .7/141y --. ..0 (2/-10 ----. 1-0 k \\ ) 23 a s F Li13.1ECT TO BEL* • SPECTION APPROVEDI FLANS 9 , ....--- 1 1 ALL NOT BE A.L1Es . WalrIOLIT A401-1.0“liZABO FL-; V U -0 4 -- 61 e V v•-r\-C.r. k ‘(z) U1 w. 0 . cy r vl 0 t 1 c ii„) Its" -'---- I at ÷ Z CL,0 1 la v.; :II 4_______ I 5- vostike_. 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HI-1 .11'k,HI-1 H:Hi H ri H H -4 - -_, •-,- L2, , -, u H klkh1H1-ir' HHil - HH1 m- ES 71 , • , ;, ! i CD CC) r - i_:14 k r-;k k H H 1-;1_1 •;„ F.„ i H cn CD ,rd 'H . „ "; „. , , , .... ,I op c.:7 0 Cl) Cl) N) __,. __,. 71 c< 0 0 CD ND CO .);=• •-1:=.• C.) z (.0 rs,-; '•-•,i op co -- . -, = , a) 0 R CCD D .= 4) Do 2 6- D 0 —• o_ (I) --.1 (D--1 ca. 0(1) _.., . n- --" CD ci) 0 1 C2 I —• 5 CO c0 CL 0 m-- = co --• 0 co I w (i) a. o 1 (7) o -) --, x (- (3) 1 -0. a) 1 1 i 1 i I 0 - I 1- I F-- i —1 DRAWINGS PROVIDED BY: 1 —PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE DESIGNER: Ward i I (f) ----7 (1--, 1 ' PROJECT: Ward Home , ,,::• , i --I Elevation East , .. 1 - rn • • _ ko 1\.) 1 I I ---- _ ` I I I I 1-.,,) i nL. — Co --- r I WSEC Options: la, 3a, 5a, and 5c r la EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U=0.28:Floor R-38: Slab on grade R-10 perimeter and under entire slab;Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4:Reduce the Total UA by 5%. 3a HIGH EFFICIENCY HVAC EQUIPMENT 3a:Gas,propane or oil-fired furnace with minimum AFUE of 94%,or Gas, 1.0 u.i Q propane or oiled-fired boiler with minimum AFUE of 92%To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. r 5a EFFICIENT WATER HEATING 5a: 0.5 co All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less(c) To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the z maximum flow rates for all showerheads,kitchen sink faucets,and other lavatory faucets. 0 a 5c EFFICIENT WATER HEATING 5c: 1.5ce Water heating system shall include one of the following: U m Gas.propane or oil water heater with a minimum EF of 0.91 ") a or Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of a OG-300 Certified Solar Water Heating Systems. \ q z Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Nor-them Climate Specifications for Heat Pump Water Heaters. To qualify to claim this credit.the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and.for solar water heating systems,the calculation of - the minimum energy savings. ___ L GPI Pitch - Qz 0 . .L __ice_ i:I=_ t ....._ t _1 r- w 1 l l.-_ LT.. -- T-� ai■i�ii�ii ii _r 11 �� ■ 1. 1 I 1 _ T III r i • it Tj r 1 --- - a.) IT�_l_ i ► , . I r� 1 �I- _Z■■■ Z_FI 1 11 , , -LT 1 _i I s _l i I _ ■■ I'T r r_> 2 Pitch .IT I .__ _,— r -,� --- 1 I_r L I__. i -�. ■ �. 1. l � 2 10 r 717 I LI r T 1 ` r` I -T r r f._r l �L-1__L I-`T I I _._� 1 _I _C_ -IT_.i._ �- .I-... .1..--I. .1 1-._i.. I -..-.t _' ' J_ .f. _I ... 1 ,J__._I - _LL1_.r-.-_._. ._ - ___ _. 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' I i i 1 h _ ff11033011100111HIE lit '1,, iri , I i i,,i,, i i Imaimmirmon, ,i,tit, -1 r. I II juil . ' i 1--t I-H-H Li . , , .. 11110111011170VIII ,,,,,,r, .-1-i ' 1 "--; 4'4 -4Lt4 rt,,4'1,,.,; 1 j 1 ii no , hi iiii . , , li • r,- - .. .,_111, H HI- . ,_,,, , , , . , 1 _1, - 11 1 III ' i n It . 1414-1' IL ' 11_4 _1 i .[1111 II 1 ! 1 : i , I I -I LI , 1 . 1111 II i I I I L Hyro-ht- pl 1 1 1 1 11 1 1 ii-':tilHit-I'-` Ill-r'[I- "W-Ir4:1 ilipll ' ki_tiik ri4fill•d irr .1 '0,' , •_ i,-. - ri -11-- i-i -II , --a-,: I 1- -, h r ii ,,• r r,1 ir1H -11,prjrilli• Lpirth41_,Lu• rinri ir-.,, 11rHl.rjulj !, .-1,hrirPt.h HH,ritIii- htiMhrlh.-Lihlh '141h.11 , intirini'Lpi4,1,1n9',41int-1: .,-iili-iiii-i. -1,11-, f-ir-nhhi - '-1411-ill-ir' • 1.$1111-1'HHIII-II-'' lir.'HlH'i-II"F-iti!H;111-1[1'1 \\ \\\I 1.; \ i \ ?"0 a) iz„or 1, \ 1,- I I (.1) (I) 7 1 C) DRAWINGS PROVIDED BY: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE 1 1 I f I n ' > t 1 DESIGNER: Ward PROJECT: Ward Home -- , . 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Lj ! ..... :____ 1 J1_,r1 rif_ i ' i 1 Lilj LT_ d H H -i 1-'„ , 0 1 1 I I f 0-) i p ! 01 DRAWINGS PROVIDED BY: PROJECT DESCRIPTION: 1-SHEET TITLE: NO. DESCRIPTION BY DATE >II = ±‘ n > > --i 1 DESIGNER•. Ward PROJECT: Ward Home , 1 ..._i __,.. r- rn m •• Elevation South 111 ! i i i I - 1 ,_ 1 1 _..1_____ • TO4T1 G.) .....nm*.......,..........,,,,trmuces...,...1a...,,,,,,metw.,....*,.-Te,,... .... t i" _ 7^ ri:-:,.,,!---:,,,,, 5I21 - _ . ' SEP 2018 0 , 26' _ a CITY OF ANACOR1S cc.' 3$ or g : w (n r . 4020Fx 4020FX 30b8 1 r-1 p (7:(—Th V (./1-\ N.:: 't)r.. . 1. 1 IT T. , r-e,-...4--, cn A — __A — — -- — --- — -- t bi-r° TeA-,�v ,4; C r. I ti o, 1 I SEP 7,7 2018 Ci Y OF ANACORTES o n U w yl .. d- p o o Q o ,1 v �'�/'/�j I. . U L:::::::7-:,-, lO1l // 1 1 - 7. .: .. I -/je t I oi [fiOT182o1eZN i r;! I Q. i ill ] gMil \Vir - c . /-- T "hi r 517-) ':; i i titiu, .Y I , ID Its 1 i0 O ,t, 1 �OF ANACORTES rz.0 j�. y_ `�` . ; m I I 6 vo 1 I R� 3,odd*4.►�,0, C2) 1 For ga-age provide 1/2" Drywall --tkp I LI k-s 3,t, 1 F� �'�a �I i -- 4' on warm walls and supporting ,� ,, ' -___ _________C 1 walls 5118" Type x GWB on ceiling , A ,� ° GARAGE p� 10/y 6 6 I[ Y1 j I 11 1 11 �_ 21,.„,.. .� ,4"f —_�! ,.._.. -2§� -(`j-f3�. -_ QI 5,4 , _ 3, __�^--- — 3. __ -:"-`' - 1wsi ll•• 21 -0 X 33 -0 :;: J -'"I (.J .JJ - fi .. 1 01 fir. �: Ali i ., # -g^ ► P•, �` 1 �s ` vet —_. I 1 9 8078 3050DH 305DDH 305DDN ig I f I — Co str uc ion Grade,;....,... Cr Glu 1650 Fb ... . .- �" 1 A ,, 1 , ' a (9( -tdrrn G- ` ci Bollard 34l2 611AI.k E o I _J� 8 Construction Grade "7,41%*10# ill - V _ Glu Lam s s, -p N ' L N irts I I � . �. 51140f4 ICS tA. A. DINING j1 . ----- . . ' 6;t-4 ,.:," k,-)9 r- U fir~ 20 Min Self Closii�r I U r'1 , .i, t( I .'' _ o 1r 68 1 m ' YY3642 VS3642 SN36N2 W3642 '1 4 ._......_.__ -- 1 L__ 1 x = i 11 ' I B36 I Bab I 536 1 -: 836 I � rw ' I ry _ — _1__ _ —._ — — -- I - -- --- ....f LIVING N `„ _ � I CO/Smoke Detector m 1 } �Il� �S 13 11" X 27'-0"_ 1 o m UTILITY ___.__ i W ole House Fan 6 �`^ ,'' C 17'-2" X 5'-1111 a R`;.r Car�_ 9 �, v_ _ I - Timer - _ - r �'- �� 1 . - - - - N .___ 'B2418R-62418R• 'B2z1P/2-- 3 CO , _ ... 2666 E 2666 , r, �I I I 1 I ED CD e $Tg f)i`1 �.r 1----, s'�• ', I / _ _ KITCHEN 824R I B 4R I G V 1 e' N s I Smoke Detector _ , - , m ' , , , _ > W — ---- , 14' b" X 1.10'�9'`i _ _.� _ _ 0 �°� �z _ Fan L-� 1.ic:QtLf, : . m �:, `= I PATIO I _— r, — pi, , ►„� � t4' z m i1`�` �._111 X 5' I 1" Non Bear n - OFFICE g Fan 100CFM ;-®-�� GOIrh Q 1 11 / 11 1 11 -11 N -/ _ d G c� i---- I it 11 -11 X9 -2 4 -11 � - >, ,, _ _ _ — — 1 ----- `` 6R 1 BProfessional rishwasher5833 I B24R 1 E18R 1 BUR i DA I ._.. i 1 a,,,,,,i ,-;:=______-_-_-7.-Tz-,,,, ,. ....„ )-.7.-- ---7-- .7-- - - —--q---— — -TT- --r 7 71 7 ' ,,i._. ...-.,.. ; I t j / .. -1 1 1 , Egress Window indow 1 I `._ fri- Vt1642R 1"430427 1 - 1 x �.----- � )GW244224 YV2442R SN1842R A a - r— - - - ,... -- \ r , ------14--i C.:). -_ _ III I i 5038L5 3614FX 3b38L5 / 3468 � r rv� / I \ IH:.CALE: ! I Construction Grade/ Tempered Glass 11 / i i 1 y 1- __� 1 -1 -t/S � 51a GI Lams Typ Porch �- 4,- - 31 - >� 31.3„ 3'-b" - 6'-5 3/b" =c 3'-6" '� 6'-0 11/1 b" 3'--, { --1'-3 1 b" I 1 i I 1_14_,4'.'.4.' I / i - 4, --- _ - 12'-5" 5'-3 1/2'` - 2b'- 1/21, _.._ I �- SHLE "' . 48' 1. .... L_-- -- _-. ___ _ I - _-- 1 — — _ I ! 1 _ _ _ 1 _ - --. ! ! SEP 20 2018 i, CITY'OF ANACORTES u., < " PEVISED 1 ^sr 148 svrNi, ,,, t--------3 z 0 116 8vJP 0 :4sii, '62 • uw e-e7i — Li) OCT 1 8 2018 1 i , 0 — _•, a z - : 21-3 1/2." - 81-5 1/2" - 131-6 1/2" ____ i i , 111-6 1/2" >< .-• › ... 121-2" - 7-, CITY OF ANAGORTES , 1 , ( ,p, .. - 5' --- 31 " ,------ 5' .-- • 4.,------, ,,!" . tics _. / ...- CL. . • I - -11 ! !__ _ 1 i ,....!' L. ,-- , 0 _ ..A oi• 1 CII .. t Na r" ,4 1 !,,'i - • Second 5.4or Floor Joiste/TJI .."' -0 Engineereo by Manufacturer C A , . 0_ --::, _ 7 Egress Window 'zi,_ 1 , ..--(6 r1 ::1 ( "-\ al I i-- N ":3..,. 1;;---- fi:J411721Ativ'4: 14(Pr$1 en rod GI ss MASTER BEDROOM ' i•N 5056LS 50361.5 — 1 4.1. 1 Zo 1 IL:c:T t '. tivIAS ER BibH 1., in I 2 121-cl" X 141-cl" , - El - - ,,o . 1.il'; -•,:,:ft-'.--,i,;,:i ,-;:,:,:iN-A,i: ii,,,,,,i„. -:-__ --_-L - - - A C-----77.- --4-.4.-],--I-- ,, il cc, : I .. __ a.) I ,,,, \. E Egress Window ti..il 0 I . Egress Window ,!,:i„ ,-,•-,, I I I ilsi V:T ., 150 CFM Fai5 .. - 1._ co 1 a- ' Ef'4 k't;R11\604.4'0":"4*°.4 I-1144C ..I orn_ V V ' '' 2u/ L-1— 261,5 r.--- _ _ S BEDROOM , ., .. - • 1 2 111-0" il> 111-4" X 111-0" . 64ctit g ,Asreq3 0! .61 P...- Fan 150CFU r- U , ,,,,•q- _.....- -AALK-IN CLOSET - sr() its.‘c,ri ot: .• kt aitil Ce , ------ '.'-k, . U rn :'' sg) 1 1-1=-11"-X 41-51r r---- , 26SbII 1 . •.--- ••"'"'"-` "- 41 )7;41: 47":51/271 IfjE3LUCI -1- Smoke Det tor / Smoke D. Aetor .....--4),.......... i - A ! - • 2iosa r , 26,68 r . Fan ,fa ,i) I t' i Z1 2 i I - ry L I .. 'r.-- ---- cl i 01 C•1 411 A ' LA gbik-fttic - -s 1-9' 1 c,!1! v s 1 . , .1 1 A al V 1 81-3 X 41-11" Al habitat bedrooms to have r, E _' 2666 2(768 _ ,o....-----T- /i ,,,, 1 _ ,. . 1 '1 ted windows ".....„.. ii li A i 1 _fI, ,,,- . ul ce ,,, .,, ?, s,! /ASV- ''IB ' 71- I i.1 ,.,,.. N ' 2 1 , ,,, , i"-?L, LLJ 1- -I — tArre 'I 8 .. Z --2 f • -, in o›S 9 Smoke Detector 1 I -,s1. IA I Ilk).5 e ' — -- 1 7Z i"... Half Wall Baluster or— .,.:. , 1 BONUS A I I „, . ce Oi, 181-5" X 1 :-8" 1 5 LLI 0 ' ce 0 .,:,,: .-t BATH L_ _ __ ,?\,(.‘k FLA.,--{140.-- ,--) ,: , „,,,,,, i-t., Trw>"44-• 2 1 R OF EN ; 64101/1 .. ul 1 I I, (...., \ .-- 0 BEDROOM 1 -6" - 1$1 1" I 51-11" X 111-2'M ..' 2 I 121-2" X 101-4" . . / l 1 . ,q,, - , / \ . 1 : ' / • .- .e. .1- / i- / \ I 4 / 1 \ , k, V 4: o / \ •;.I A DATE: I II Egres2s'Wind9w ' , I ( ) _ ---,,,.7' 'e,! .:,..c...., IV / Is, tg k 1 . CO i // -59.4*5 \ 1 _ — \ / - ---56419D : -51:491-1- — 40131-I SCALE: ' =r- - 4' >< 5._ ___„_< 3._8„ „ (5) .., 4...3.. ,, 3.4".. 3...b.,_,_ .. 3._6,. ,, l' ..../ , 121- " - 2'-3 >< 613 1/2" >< - 221-q" ____ __ SHEET: _ . LIVING-AIRtA 1418 50 FT 6 A— 7 __ , __ __ _____ _ _ -- _____ - 52' - — -- • - ----- ___I _ 0 1 ,-_- 26' pt 4; en,,,.c.,g A ••• 6'--.-- B g , 26' 1 yie...„..„.„..---* o 1 '. c 4'0,e mi \ I • • . I V / ."<'-' F 7 Footings 6"xl'3" . .. w -.•- v't '.'8. Ce• Ut..1\-ie.t-P-A,,,, 0. Li il a)t i.A.k.‘ < a Two horizontal bars ( -•bm m'o•-‘',. __... 4" Concrete Slab Verticals max 4' on center >- 6 mil Vapor barrier I , z :•-r- .:cr ,,,...o Vt. 8 ,- b" Foundation iAlall 2'-b' Height b., 0 #4 Rebar &R .11 .: 4" Foot-i-ng-P- ..: ith Drain mock and Fabric 1 L. a Vertical 4b" on center 113" 6 iN cy Extends 14" into stem wall <7"),10 PI and 3" into footing with 0 -__, • standard hook. 1----- : 0) 0 4-J . / .=, Vt ‘),..e•tle,,,- 4":". •- ..,--,-- 1 E -0 4' 5-11-0 Pi ,..,-., GARAGE , / L.. 2 0'-5" X 321-11" , 0 0 /7 ___ _ ---1-5 26' ----- -->7 / i sS,roatj _, F- ,,,e/ i 7 r c 'kJ": *-- o-) -- - - , :.• --1 3 , ( // 1._ 0 A 11.1 0 — L• -6 -6 . -----_ 3 i 1 C\1 Buck out for Furnace Cd __ I I 1 _.------------ I in F..xpandi Foolng :0"x;0" VL. " 1/ti 1 146, i; • a) ii i I E 0 4x:. OF :- -, s ith i x4 005t; ..--,......„... ink I 1 i Alk ki,...____,...3 -- aria.n., z.lossir. 4...AINP. 51 a . 4.1.:11. rojoizzi migiliFIr.. ummiximmr, i. -----, 5 $..., ,....___..........„_._ I L_ _ I , ,, ,....,__ __ .. ,0-' fel I:- i‘j'• 0, C\Iv ---i ' —- -—-- -- 1.1.1111.11111, - pjErmq unimmi impimilem li A i _ _ _ 1-- i _ _ - ___ I _ i _ i _ i s_. •. j ) cn w •. • ..),,,, 6IIivi VI-for Parr fr - 06, t'• C/'...0II '''' ' ' ' . CA a _„.......-- iy Bulk o fo Cr- I .• . ... 0._ Cira I 5/act, Ho . ye 'ilat ,.n 4.sch xl -I 1 1 - .. .,' 7 _6 - octil ano wi in Pac• co. er 1 I ..._ "S-11-‘,V) V-1 Il:15. --• - -C3 witimomm It :mon- . will! Ems 1 ) . Emu -..i _ iem•-•••• woo •=1.1.41•Ntimmorm....imt ; a Eminr.mprom 1.— I : i-i (73 I * - P,e(c ki\•)".\\":' 2: 96 bee)" 4'-',--ci f> . i 'T in 24 n ' IR° cl or 24,,"x2," se an fooling.. . . i 1 • I • 5: ce I : 1 b" °Pee , tt t. Rear t at r iecii• ,_ a 00 Eh n 1, 1-11 I . I III 1 ---.1 , 0 ; 5 (.9 .-.. ----- _._. , .11 ',' , E han.i-d-• ootiigs -',4,34'," — ------- P Si' t ii\ r- , ! cr) (5 U.-I j—j ce.< a _ 1 _ _ 1 _ I I I — 1.. 1 — i — 1 — .1 —I i — — I ‘r , L ., - j ___ DATE: f2kc).4.e..... elide' -6"„ev-tfh.,...-- ., i \ z ...kAli (Picivil:7- 44.1.4 •-/ 7.6. 1 ----*-- - ------- - ------ ---- Alai 7-----, , i d 'es',./„0,4 y13),--,_ 71. w2, ).4./6, u. i _____ _________ ------ --- --(------ ) -- ------- 461 - \ -- SCALE: ki 7c ,,, lin, } •„,,,. C LIVING AREA ,,, .., 102cl SO FT \ ' eal•;., kk Y4.).#,.A.„.... lit,Nol.ted C&K, 1.41,...41, SHEET: C 3. 6,4 Ai fi T1 (1) '1 v..)e) ---‘ ' t.- 1-• F100,-- -3-*;.1\-3.. Ile c.5-..; / g V44.4' A8 --- Foundation -- 1 314 It. 1 �'l>,. Le.,,,, z,you Fb / ,.. # la4&v," # `'E D,();-'a"(s� < 52' ____ f � �N x3 � ! < - 26' Floo,,, Jai54 o 1,7�' ,___�._. __ -- ,� 4' >< 4' >< b' - 4' 3' 3' >< 2' ` 3/2 ,� G�Vt � � a_two Fb t 2 '� m inA02JFX 3066 I IL, j 4039FX � J y _ I '51113 ra,c� S;dr.. II' _ _ _ 1 G.�,n0�\ z 1 • I I grt�2 pr 1 " — - - -,- -- - - - - oS ! I In v d�c 6 NoN'C\N o•'''� o { I i Two 6A6 PoS}S w �Hx3 � �— I 1 2x8 DF Rafters 1 1 5;� ��"6"x j2'' Qs z° g 6 ?''' 24" On Center I n - 1 H' Each Rafte' 1 I ��'�M• - 1 8 2x8 Ledger at To i,.,. ' d p g ,i ro,,•- L.. ' �' ! a Fastened with -vim 5" Ledger ,, O 1�,q$ I Locks per rafter pay, ea�� -o r10-\\ s v i ` i 0/F hangers each rafter at top �_'., n �, « �' 3 I CD f-' I ✓_ _ 3 tie8 x ,k,' c,k v, LAM c f cv f '- , " / 2 o0 _I 1 �4 �'' _ .. n �, 0 ' ' 0 z W O O _s. m cusses by N '=G W 4' > - 26' -- - �4 PATIO GARAGE G E 2' 8' 1< 2 "- - t6„ 3' �61, 3' >< _3' 21'-0" X 33'-0" , Cll o jim .00PH 3c,,B012H 305CPH T CI ID 1 �1, O 11 0 4--- `�jQAwn '� 1 0 + in CO 0 ' 4 v i I tt ' �'C%ZX Ib ly1 & L.aM I -:fl o • H.?ADO Flo 17360 " '- aU WINING 9,8 sii, , 6570 P� W oce — 11,_6„ X 11'-T' I 3/��,� 2 (,`LU LAM 90 F, . _ k a rl zz - - - - _ _ _ —J ' 11 ( :.-. - I 1 L J sm c m 342 Y642 V3b42 ^3b42 A d � �B36 636 B36 I Bab I I x - ra N V ry - n --� - . .. T49 , • cL m m R UTILITY `' ow v _ 11 -2 X 5 -11 Z co -� li rB2418jB2A1872 8R� F.' > �H ? 2668 26b5 N - 44 a.n � ' i 6W a i0 jeo. c 0 saw ; . B24R , B 4f -. _ m KITCHEN L ; a f � " f - 3'/L � h �,N. I Nbat 14 -6X 10' 9I _ I ' • v. _ En 41 . PATIO Lv '' I DATE : ;fl '/ q ,� LLW, to a (� " .'-1" X5'A ' OFFICE ta lcza'. 11'-11" X q'-2" 4'-11" . rymL r . : ..,11 1 7�� !11 i O t ``\6R 1 BProfessional Dishwasher5B33 , B24R ( E15R 1 B18R.i SCALE: C�8' O<� `� o� -' ' ---`- - - )01^1244224f 1N2442R YV1642R I �_ I W135-R W3042 - �.t — J J(} f�y/Y _ H /�yq✓'.'/'� Qii ' 7 r �, `( �v I t <'.; _I t - .. --- - �- _ E>, ..• - .�� - F� _ f! _—_.- _nellt -- _ ,i _� V V II—1 VF n �y _ J! i0C U^ ��, `� ( , 5 BL5 3b14FX 3638L, �� 3-68 ttNN" i4" ! SHEET: a,dl �„1 ,,1 c ( Trusses byVIFG / ' Q 4' rx 5' >I� 3,_5„ 1'-1 7/ _ 3, 6,._ _ 51:�� " I 6-5 318 >�_.3 b i - b D 11/l b >< 3 >< 7'-3 7116" I:►. _� _ .----- - -� _ A- I % 4' � 12'-5" >< 5'-3 1/2" _< - 2b'-3 1/2" _ I < 48' I 0 0 , I . 1 L.L. < >._ . . 0 n. C'2 u (f) LU 0 1 6 : z russes Designed By Manufacturer -,-.. 4.51 ..._ --- .. 0) 2'-3 1/2" -_-: 81-5 1/2" 131-6 1/2" __ _ 1 1'-6 1/2" 121-2" . EN 2'-4" - 5' • - 3' - 2'-6" -.r. 31-3" 5' -<.31-3 1/2"- 3'-2" 5'- 4' _ " 0 11" 0 . .* f, 4-"r•N U- II I. I I 1111111112oFx 11.11111WFx 1 JIM iszionfiraiti .- 1 .. A, 'en ,/— ...., 1-- 1 ;,,,,' , , ,..... i 11111 i 1-- LU C9 i -',I , . UJ = , / If) i ' I I I I — cl 1 7cr Z9- / — 0 ,4- I A / I 7 . ca i r. 1 I-- , 01 , , k i. 1, _ ii i 1 c, ------ -1 x ':94- 2 0 c i H — et il .. 5 IR ,„, • i ci, M - ST; R 6 ; DR ()OM 12 1" X 41-cl" 1111111N HMIs immil= =NI =Ir.RE ..., , . _ , i MEI ,-_,.., imisi bums . ' '::, a' i.._,.,..,.,,:. iI 1 0 v 1 III NI I I 1!.. I s...10 = i 1 cr) i I 0 UJ 111.11.1111.11 111 1 1.3 ; ORcOM 0 \ ; • 6 ; ORd OM 3 :. 1 •• I.L.....Lui 266: ..111111111LIMINEMIIIIIIIIIIIIIMMMENIIIIIIIIIII 1 1101° MN=il MIMI 1 -8," I 1 1 8-0 1 ' , . 1 1 0 . .2 ....: 1 . , 0. . • LK- G 05 ii T al r". CO imirmil i , .1, , ,___ 11. , „„ 11, 7--- "lip mar F 1 / I 1-- 1 ,..0 Ili 1 7 ':- . 1, MIMI I,:i 111111.1.11.1111111111.11111.11.111111111111111111111101=171r=1111111111111111111111 1 2104• C tiM1.1.111 111111111•11111111111N11101111111111M1111111111111111111, 2,,d P:.• L lommemiLmerm simmumn amems 1111111111111111111111.1 26 : _1 .1 i rts 1 CA c--- ' "-•- 4' 1 `)., 4 r)R • . 1 R.L.,i i. )1 I 41-11' , i in 14-1 V . 5u-I (DZ A On i I 0. fr ri ...,I ;'; I CO r; ;. 1 all coy' UJ ' 1 z a 9 I 1 .,'. :, . ,.., ... i: 1 : amem:t.,.7 Ili ...,„, 111 13 0 i y, 1 1 II 1 0 . :,, , , ci 1 .). 1 I. - '8. -5 - 4" I II i Immo 1011111111111111 Ili 1.... ' tliN Aiiiiiihk. • ., , -AT i i i 6 ; DRAIPOM 1 \ 5 111X1 '-2" ll l''' I / ln! ‘„., 1 I / I 1 I -i 1111 SCALE: 1 1 i /, .-. 1 i-',1 i T _... i k 41111. 1111..10W.4.1P1' ./..._ , _.1. 121161 '- 1'-'.•'' I''-"'t s';--' I').M.,::;Z:',(!..'1'''W'siat;1§.',:-;'-h -T:C;I 1:tWq.;-a-,:I ':,...F),Aliiii N r- . .,TM MME...M! IMO''':',i?•,,i_A'-'%.,:iinnfiniiimitmiKSinrM111111 •.—, -. ,... „..,; _____ -- - 1--- a71111111111111111111MAINE1111111111111L.- - - ----- - — -- - . -. -________ __ ______ ____ _, ill, _ A,„: I 11 I 4112111=1.. — i 1 I I I 1 I I-- 36410011 1=1.40-DH -- in 1 1 _. _I SHEET: 1 Ail 141 4 •' 5' 3._a„ --- 4'-3" 3,_6., _ 3,47,. id,_ 3, .. l' , A- 1 0 1 21-8" 2'-3 1/2" - 61-3 1/2" 22'-q" _ - 4110 1 LIVING ARtA k v ,•• I _ J - `' — — — — — — — -- — --- -- --1 Deign to meet Prescriptive specifications I i» I2x = OF Framing 16" O.C. 4020FX 4020FX 30b8 A A $ C A ' — aE_r ®I ai::�— I A \ 1/." sheathing, nailed with 8d, 12" Field, 6" edge �� _� iv — -- ® Blocked at all edges. a H1 ties at each rafter and or truss ends 0 ,pe S Floe 5�5\-c.�r • A in W.II sheathing to overlap rim joist top and bottom } Po.itive connections at all posts and beams CO r•=:1 I n In ulate Floors, walls and attic to meet code TYPICAL FRAMING St.it to be minimum of 42" width. Q o & -v Double Top Plate, Single Sole Plate 7- /4" max riser, no variance greater than 1/4" u Floor 1 Headers 4x10, floor 2 Headers 4x8 0 v I A 6 I la z I soI N I?_ CC ,-. 4 CV AIIk ®I n n d e imi 11�� C ry i lII !IIIIIIl I an6 '2 a� C)c 6) e `"fry.. L. — IC - I in Di �� R M � . no a) o ' • 33'-0" 3 J L. 4' = . I 3050. I LLI ii )tli Y. i+w.. I .. ..—._ t In • � it �� Trt.��j S'p air /y� ,��., - `1 0 O 21DD Fi m - 5V ,c I®V c u L4w, I I (h IWO EMI •`/I M• - I1a ' �I _ _ �1 Do t�.. To;ski i 41cnw a 1111 .. - �tll r_,I w 1.1- •.... �.- •l F. I : Flu._. �uruc.� 4 „'',.' t • I of 0 '.- IO- .L. I um o ID- M iN III® u In LU _064 I I , I - G ('() 43 W3642 W3642 IF W r � :: _ LPCS a I '-NW CIce fl NI LE=iO ,1 m m m Nii NM M•S-a I.I .�r__q ._ t. 111 ��e►�rs.��l wnLi..........� guar .. at L no _ <� ' N�N oA — Ili Imm( _I �I QWm w �z(�N PATIO InItIl. ' . �15 Vo CO (n4-5 -1 /� _ -,, 'Iir �...•� fir_--..�i• emMI /II%, I O. V/ o- ill 1 II� 4-y�Ri- .. �I a : Y43042 in �� v v v —— --+.:. II • — ._. — _ =— — ... DATE. 313L5 I �s �I �I 3' b" >� b' 0 11l1b" Iiill aniare�� II � SCALE: I i E-- 4' >< 12'-511 /i 5'-3 1 l21, - 26-3 1/2 I Deldi ��iy-,, f <�J — - — — — -K it R II I 111 \ o >s� 1./4,L A 1 i l Ftr4-t j (j(�r 8 2 7 So\;e\ t31ock;..5 Pam¢\ow 5 \� ✓ ypn, , • �` C f . £ �t ,cC Pre...ca. vJwtt% aNJaJt _ /72✓ � ` _ N SHEET: A,, " -' C"'° �` ,vnr(, G S /21 af/2 t74 0'^ 1st Floor J9L �i . - r dRy.Ke rcF- S fc as t All rind /JY1J vi'1�1. Qr.0/