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HomeMy WebLinkAboutPermit File 2206 20th Place 0704504-1 0001 02/14/2007 002 4 C 3 3 1S Y 6... Cit of Anacortes Permit Fees 007401 $37.00 Y Permit#: BLD-2007-0123 904 6th Street Issue date: 02/14/2007 P.O.Box 547 co, Anacortes, WA 98221-0547 Expire date: 02/14/2008 (360) 293-1901 Job Address: 2206 20TH PL Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-2476 Project: APN: P56269 Remarks: Fir out wall 2x4 wall on inside of basement insulate and drywall Owner: DEANIE CARLSTROM Contractor: WILDWOOD CUSTOM HOMES Address: 2206 20TH PL Address: 14231 ROSARIO RD ANACORTES WA 98221-2476 ANACORTES WA 98221-8561 Phone: (360)588-4031 Phone: License#: WILDWCH011DT General Information: Fees: Building Valuation 2000 Building Permit Fee 32.50 State Building Code Fee 4.50 Total Calculated: 37.00 Deposits/Receipts: 0.00 Total Due: 37.00 THIS PERMIT ECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUc ON R WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTI THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISI 2 NS O LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, H GRA TING OF A PEaaMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STAT OR LO L W REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNAT OF OWNER OR A D AGENT ISSUED BY i:?; r"i 3. s .e 005478 420 - y Engineering and Development Services PO Box 547,Anacortes,WA 98221 Telephone 360.293.1920 12 Fax 360.293.1938 JAT E-mail engineerinq(cityofanacortes.orq RIGHT-OF-WAY PERMIT APPLICATION Submit this application with payment at least five days before the work starts. Please complete both sides of this form. (City completes shaded sections.) SITE PERMIT LOCATION: NUMBE-R: 900 -a -coo OWNER INFORMATION CONTRACTOR INFORMATION Name t)l iki (5'05 Name -1-6Q Address Z L(a Zo',41' e LQ1 Address City PcuAt O, ) City State t Zip 9 U— -+ State Zip Telephone (3 D) 16-161 3 t_/ Telephone License Number PROJECT INFORMATION Work Includes (check all that apply) ❑ Curb Cut ❑ Water El Sewer ❑ Storm ❑ Gas r4 Sidewalk ❑ Street Cut ❑ Phone El Power ❑ Cable ❑ Culvert Describe Work: Ck\le() We (kV.Loco] acc ess '° Y f/A PERMIT TYPE ❑Curb.Cut'$00 ❑ Street C t.$SU ❑ Instde Traveled;Way$50 s. K Outside Traveled Way$20 SPECIAL REQUIREMENTS Ca/i ? 800 .5 55 two buslr ess days before you dig. Work within the City Right-of-Way is permitted by approval of the City Engineer. All work in the right-of- way must be bonded. The applicant and owner must use warning signs, traffic control, and barricades as necessary to ensure public safety in the work area. The applicant and owner must restore the right-of- way to previous condition. The applicant and owner are liable for damage to public d private property. 1 iN\ s„ ,,� City Appro al , atureo? Signature Date SITE DRAWING 1 . Show north arrow 2. Label streets 3. Draw plan CONSTRUCTION INSPECTE'[l AN© APPROVEt3 City of A acarte ,.Ins ecto�: ? t 'er it Number ‘kticeS.J4- k . rze,,C ,.., t *O‘j)r4 \/ N\\\\\\ / 1 to f fr--- C;1( COt I 2.12 I'4 E-- /=•%P P 32-4:ZAC.-VII "'THICAe-- 4,/ " \\\, t _ _ , „ 1 CD )-- i 1__ _ —11111MILIMAN7 lif--H "<---- ,,. —--------7 is,. , . i i ` T Y o„N CITY OF ANACORTES D WASHINGTON E-' , qcgee BUILDING DEPARTMENT fl fr CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Located At: 22 ,r 2U.:11 Place STREET NUMBER Owner: ..cAny Cos:. Constructed By: C1.-3)2e2 COriStfUCT.:.csF OWNER OR CONTRACTOR Bldg. Permit#: "3'L"'2"'"t"`£```"'� H Date Issued: I_ry" V' Occ.Group: - Use Zone: — Has Been Inspected And Occupancy Is Hereby Authorized. This :IL Lb Day of ..,atn&t 20 Oil AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. "1'r Y O City of Anacortes Permit#: BLD-2003-8687 904 6th Street Issue date: 07/31/2003 P.O.Box 547 Expire date: 07/30/2004 ;" O I Anacortes, WA 98221-0547 :its �� - (360) 293-1901 Job Address: 2206 20TH PL ANACORTES WA 98221 APN: P56269 Permit Type: Single Family Residence Permit Project: I Remarks: Construct new single family residence. Applicant: GOSS JOEY Owner: GOSS JOEY Address: 3619 W 5TH ST Address: 1014 26TH ST ANACORTES,WA 98221 ANACORTES WA 98221 Phone: Phone: Contractor: Addressr: Phone: License#: General Information: Fees: Lot Area 11535 Building Permit Fee 910.50 1st Floor Square Footage 1153 Plan Review Fee 491.83 2nd Floor Square Footage 1805 Mechanical Permit Fees 129.15 Garage Square Footage 1016 Plumbing Permit Fee 160.00 Deck Square Footage 300 State Building Code Fee 4.50 I Building Valuation 291000 Sewer Inspection Fee 50.00 I # Forced Air Furnace<=1,000 1 Sewer GFC-Residential 4,080.00 #of Bathtubs 2 Storm Drain GFC-Residential 1,126.00 #of Clothes Dryers 1 Park Impact Fee 615.00 #of Clothes Washers 1 Traffic Impact Fee 775.00 #of Dishwashers 1 Plan Review Deposit 100.00 #of Gas Fireplace 1 Total Calculated: 8,441.98 #of Gas Piping 1 Deposits/Receipts: 100.00 I #of Gas Water Heaters 1 #of Water Piping 1 Total Due: 8,341.98 #of Hose Bibbs 3 #of Kitchen Sinks 1 #of Lavatories 5 #of Range Hoods 1 #of Showers 1 #of Slop Sinks 1 #of Ventilation Fans 6 #of Water Closets 4 °Anc 4 nc 9 ) X 04_ City of Anacortes Permit#: BLD-2003-8687 904 6th Street Issue date: 07/31/2003 P.O.Box 547 Expire date: 07/30/2004 '� Anacortes, WA 98221-0547 vol � ki ��� ft (360) 293-1901 .0011 THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, INCLUDING CALLS FOR INSPECTIONS. d ,,. �v.�t U`/Ic)AX.e. Applie nt Signature Issued by onr_G o nr� ''iT 4 City of Anacortes Permit#: BLD-2003-8766 904 6th Street Issue date: 06/23/2003 `" P.O.Box 547 Expire date: 06/22/2004 '341t0;' Anacortes, WA 98221-0547 1,4k,1111011.47/- fvK.- Job Address: 2206 20TH PL ANACORTES WA 98221 APN: P56269 Permit Type: Single Family Foundation Permit Project: Remarks: Foundation Only Applicant: JOEY& HOLLY GOSS Owner: JOEY& HOLLY GOSS Address: 6024 CURTIS CT. Address: 6024 CURTIS CT. ANACORTES,WA 98221 ANACORTES WA 98221 Phone: Phone: Contractor: CLINE CONSTRUCTION &DESIGN 1 Addressr: PO BOX 1055 ANACORTES WA 98221 Phone: (360)588-8701 License#: '_ General Information: Fees: Building Valuation 5000 Building Permit Fee 50.50 Plan Review Fee 32.83 State Building Code Fee 4.50 Total Calculated: 87.83 co Deposits/Receipts: 0.00 f Y- co 1 m j[- iF iE COCr)F CO a 4 •CO O , Co Co . a co 4r 4 - ' . , C. Total Due: 87.83 E O ^'J -* C.O 1- + -h CO CO - -c C•_� y C2 - -- I : -e co : iF e Ea. I 4 !n ES- /4- -4- I if- :I- C 1 -%- .4 -* .: u 4€ c . t C if ->Z- Ili I" C`J cc, 025 - it I O G Q # -* , 0 O # 4 Z # L iE O -, CV it ll iE O 4 'C r CO 4+ W ' .f 4 4 E ;K 1 V £ r' - Fes- if- CO a! II II O .. J 4 C = II 4 .4. iE I O ,15 -if 3E Ql ZO -f D---- I Q C ilk # r� -X- - d- -F• O ?f :O W * -* +[ a m= iF O_ Z -X- # -CI_ W a C .. - W ,0 9<F -1 Y X- 'y' Y id =4 a'-1-' -a iF F- iE U C_1 CD F -H- a) O y. Sk C e ti i4- # 7 O it- - C I-- 73 44- is u f- * T .._Q 32 * * CV CD in \ .. Z N O Y- * 4 I- a-+ at Q; L CD 7E- 0 jE >.L N * -N- C - Q 2 O: C +t -% tO Pi "F u . C :k CY • , r iE iE O a., - • THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT O4IN NER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SSPPECI OR NOT, INCLUDING CALLS FOR INSPECTIONS. l� Applic t Signature Issued by PAGE 1 OF 1 0 CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL CHECKLIST (This form is to be completed prior to issuing the building permit) Site Address: ao Vr Nit-�`� Date: ' t3 —vim Contact Person: VLS-Q 0 Phone No.:O Y - o n° Assessors No.: ?St a'1'9 Lot `) Block Addition: 6. (CS' (Building Department Checklist for Completeness) OK NA OK NA I ❑ Fire Department Access 0 0 Fire Hydrant Located within 250 feet [� ❑ Fire Flow Required 3100 tj se- ❑ ❑ Shoreline or Wetlands [� ❑ Site Plan 0 0 Covenant Approval ❑ 0 Variance Required 0 0 Regulated Slopes ❑ ❑ Plat Facts and Findings Compliance ❑ ❑ Survey in File ❑ 0 Fill on Site () DA) oA-0-t. Received and Reviewed by: Date: 62 —Cfl (Engineering Department Checklist for Completeness) OK NA OK NA ❑ ❑ Water Extension/Meter 0 0 Sewer Extension/Connection ❑ ❑ Street Improvements/Sidewalks ❑ ❑ Site Drainage Plan ❑ ❑ Covenant Not to Oppose Future LID ❑ ❑ Latecomers Agreement ❑ ❑ Street Drainage 0 0 Driveway location, slope,culvert ❑ ❑ Storm Drain Extension Received and Reviewed by: Date: (FURTHER COMMENTS! { Zoning: Lot Size: ( ( � S,3C S1' s if y2%-- S •t• Coverage Mowed: 3 s/v f Actual Coverage: '1 S-r, p. 1 t- i , IIzoo3 -I I ,t-C Ad'L t-.z 2 ¢S• r' NEW EASEMENTS FOR TRACT 3.SIMON'S SHORT PLAT(ANACORTES 01-004)RECORDED a UNDER AUDITOR'S FILE NO.9311120002,RECORDS OF SKAGIT COUNTY,WASHINGTON. ( A. DRAINAGE EASEMENT: THE NORTH 16.00 FEET OF SAID TRACT 3. B. UTILITY EASEMENT: THE SOUTHEASTERLY 15.00 FEET OF SAID TRACT 3 ADJOINING TRACT 4 I C. UTILITY EASEMENT: I A 10.00 FOOT WIDE STRIP OF LAND IN SAID TRACT 3 ADJACENT TO THE RIGHT OF p WAY OF 20TH PLACE. D. UTILITY EASEMENT: THE EAST 10.00 FEET OF TRACT 3 ADJOINING THE RIGHT OF WAY OF "D"AVENUE THESE EASEMENTS SUPERCEDE ALL EASEMENTS ON THE ORIGINAL PLAT OF SAID TRACT 3. A — I 1 s 2�0 I 14r4jEMENTNT2P BACKSTh,' t l' .1,1 /N1 N. / 1 I -- ---tt- - 4, </Iljr / i I lit v. \ '�. \ --- O -- 0 , C) I CITY OF ANACORTES PUBLIC WORKS icY \ P.O. BOX 547,ANACORTES,WA 98221 y —� : (360) 299-19801 Fax (360) 293-1938 "90013 -'4 Jeffrey M. Miller, P.E.,Assistant City Engineer E-Mail: millerj@cityofanacortes.org Date: June 11, 2003 To: Jim Schemmer, PE From: Jeff Miller, Assistant City Engineer Subj: LOT 3 SIMON'S PLAT Jim, Upon our discussions and review of the proposed lot, I have the following comments from the City of Anacortes Engineering Department: 1. It is requested that you do not install the check dams as shown on the prints. For such a short distance, the benefit of the check dams would not offset the increase in maintenance on the check dams. 2. Upon review of you revised layout, the 15 foot easement for the storm drain line is acceptable, along with all the proposed easements. This looks like a great project, and I thank you for working with us on it, Sincerely, CITY OF ANACORTES Jeff Miller, P.E. Assistant City Engineer Cc: Don Measmer r i Page 1 6/11/03 U-\mdlerj\Forms\Eng Letter Head doc Jun 11 03 08: 18a - C Lr ( / I I L00 p. I �I 1 f/ 4.1• cLr22 ' NEW EASEMENTS FOR TRACT 3, SIMON'S SHORT PLAT(ANACORTES 01-004)RECORDED UNDER AUDITOR'S PILE NO.9311120002,RECORDS OF SKAGIT COUNTY,WASHINGTON. A. DRAINAGE EASEMENT: THE NORTH 16.00 FEET OF SAID TRACT 3. B. UTILITY EASEMENT: THE SOUTHEASTERLY 15.00 FEET OF SAID TRACT 3 ADJOINING TRACT 4 . C. UTILITY EASEMENT: A 10.00 FOOT WIDE STRIP OF LAND IN SAID TRACT 3 ADJACENT TO THE RIGHT OF WAY OF 207H PLACE. D. UTILITY EASEMENT: THE EAST 10.00 FEET OF TRACT 3 ADJOINING THE RIGHT OF WAY OF "D"AVENUE i THESE EASEMENTS SUPERCEDE ALL EASEMENTS ON THE ORIGINAL PLAT OF SAID TRACT 3. Q 1I6 • IlL I 20 - � 10 5/ EASEMENTS r-2J0 �, Ili ``iikcis SETBACKS : Ill') NN) 1 / lir / ..-- 0 ,... 440 ...„ , _ ... _ ) V C : .00000000:oe N 1 r \ 185985 B L O C K 2 1 1 f I 10 I 9 III 8 7 6 LLmtLd : _ L___ L 4) (ALLEY) SURFACE DRApA GE EASEMENT (SEE: EASEMENT PROV. lI2) 925.00 / �( 103,('0 102.00' It 30' I n / 30' +5' 25' I 30' 30' 18' 12'I 30' 30'. ���yy I I 235' NY- STARM Dp•y�B.�,N� ION • en rn BASIN /A 4FiN'" w o rn' o Qo 0 rl rn o cn a0, 1 ��r OO •I� ^.1 1 2 CO w 3 14' A=10240.97 SQ. FT. 7..1 A=9127.65 SQ. FT. h A=11379 PQ. FT. oN 6' 1-1 S.A.II2220 e S.A.#2240 ti S.A4#2206 1 ' m I L 1.7 , 61' o ° 4_ S 1'+ 1a46 I 91 lci:O'11 . 12 13 ' 140 15 16 • ° °,•Oy 18 gw' PS • )- - 65.00 7.0:. TP.90 v62 0 �. IyS� . PoSo O� ,�. `P 3 *OTH; PLACE ° ; S88 06 15 E - 205.00, •• `-I ti 10 o 1.,' • •A-7634,21 SQ FT. T 'o LOFT. UTY.'&FACIE. EASEMENT aD v S,A.#2200 W I / TYPICAL TO ALL LOTS & TRACTS • ® 1�tsr 0 WI t �i 65.00 17.08 tiff 3 4° , I 9 - en co 10 Ly24 21a8 1" � 'v $ IDI v�I a ✓ '99 ca, t 0 Y o Imo- o .-1 r N U CM 6 5 �•� W H `• hi .'4.=10240.97 SQ. FT. - A=9127,65 S . FT.. o: w A=10Z79 .29 SO, Fa.,, • m S.A_#2219 M 0 S.A.#220 % _ I S,A,#2205 0 0 o W I I ,S N -' I� �. 8 7 6 5 -0 3 •,n 95.00 103.00 102:00 r+ Imo. , � B L 0 C K 2 1 2 (ALLEY) . rn 100,10 10Q.00 100.00 ' g 1- I11, 1 12 I 13 '14 15 I 16 17 13 19 20 C n W w : o , in o I <n en co o rn rn I-y O of to '2 W I I CI� o , � I A 6 hA=9983. 27 SQ. FT. A=9983.27 S.O. FT. A=9983.27 SQ. FT. S.A..#2220 S.A.F2210 S.A.y2202' ?'• • 40' 01 30' 1D0.00 30j, 10 2O' 30 100,0g 30' 20' 0' ' 30' 100',00 30' I. • 1... . _r_ . , 2.1 ST S T R:(Bo' RN> __ • N88°06 ' 15"W - 380.00••- yNSHOWN CURVE DATA IN LOTS ] 2,6 & 7 S 't 0 R=30.00 RR30.00 0' . 50' ' 100', 150' 0 = . j& CR ® = A=90°0'0' ©= A=41°24'35" L=24. 38 L=21.68 SCALE: 1" = 40'. •F®'=STREET M04 ®=STREET MO! S.A.#2202 =STREET AD! x llitai.- -- OF' s in OF BLOCK 211 . N `.z/ .' Or ' MAC OF ' THE ttt ��yF '- 1 t 33Icu3xTyr\ QL AUDITORS CERTIFICATE FILED FOR RECORD AT THE REQUEST OF SCHEMMER ENGINEERING INC. SURVEY IN SECTION 24, T35N , RO1 E , W. M . 11111111111111111111111 LOT 3, SIMON ' S PLAT S . P . ANA 91 - 004 Skagit co ntyAOuditor 6/18/2003 Page 1\of 1 1:33PM r1- b�. A l/yj SKAGIT COUNTY AUDITOR DEPUTY _ T S 88'06'26' E 102_00 EDGE OF LOT 2 1 ORIGINAL 16' LANDSCAPING 16.0C — — — — — DRAINAGE EASEMENT - - \ L / I I 40 i -i 10.00 o o/� LOT 3 1, i_ op :)'• 2 �/o 1 I n o z o / REVISED EASEMENTS N SCALE 1 "= 20' I ORIGINAL 10' UTILITY EASEMENT / 1 >1 w C 1- / a ` :� I LEGEND L=46.0 i 15.00 o / 1 00 d=52'49'06" ' z N / /` 0 FOUND REBAR AND CAP "JJV" 6l END REBAR/CAP \ \ 61 i, E 9� N 4' W, 0.06 • SET REBAR AND CAP "PEM 25971" NO CAP N 61' E, 0.07 N I i w EDGE OF air f NOTES: 1-li FND REBAR/CAP LOT 4 LAWN S 5' W, 0.18 I BASIS OF BEARINGS IS MONUMENTED CENTERLINE OF 20TH z ;^\ 205.00 S 88'06'15" E z W PLACE BEING S 88'06'15" E. LlJ I THIS SURVEY WAS PERFORMED USING A LEICA TCRA 1103 20TH PLACE 7 ELECTRONIC TOTAL STATION. Q R=50 I 7 THIS SURVEY SHOWS OCCUPATIONAL INDICATORS (VEGETATION LOT U LINES) THAT MAY BE CAUSE OF CLAIMS TO UNWRITTEN TITLE, CONC MON./BRASS > THE RESOLUTION OF WHICH HAS NOT BEEN ADDRESSED BY DISK, CASED / Q I THIS SURVEY. THIS SURVEY SHOWS EASEMENT REVISIONS WHICH SUPERSEDE I I THOSE ON THE ORIGINAL PLAT. THESE CHANGES WERE n APPROVED BY THE CITY OF ANACORTES BY LETTER OF JUNE 11, 2003 FROM JEFF MILLER, ASSISTANT CITY ENGINEER, TO JIM SCHEMMER OF SCHEMMER ENGINEERING. / S N Go4 s. / 707 9 99 t 9 1 JOB NO. IiniiNiiI►i�iiai� SURVEYORS CERTIFICATE BOUNDARY SURVEY FOR . 4 ,,,,..E MEOW • This map correctly represents 03-093 'lit �e.\\,�F****. t 's h a survey made by me or DESIGNED REM SHEET JOEY GOSS • e QNe ,Kr� ''off : ; under my direction in DRAWN PEM P. , � ; RI' z: , 3 : conformance with the Survey i A •, , o CHECKED SUR 1 SCHEMMER ENGINEERING INC. • ,0.: Recording Act. sv 6024 CURTISS CT. i9h11 !317 COMMERCIAL AVENUE, SUITE 101 Paul E. Monohon CERT#25971 DATE er APP REVISIONS OF 1 �PRESall0405 • ANACORTES, WA 98221 ANACORTES, WA 98221 (360) 293 9006 ►�niiiiiiuiii JPfl4if Date ��j��o3 4-9-03 CAD FILE: 20TH PLACE PLOT DATE: I .. ....- - . _ - _.__ -_..-- - -.. .--. - _ _ - - 03130 apt) I PL TYPE II CB 1 TOP © 7 I.E. 110.47 0 TRENCH BACKFILL NOTES: (2002 Wsoor SECTION 7) • ��� } / 1. 12 INCHES OF COMPACTED DEPTH TOP SOIL !�/J (2002 WSDOT SECTION 9-14.1), UNLESS R=12" ��'p'/ I' APPROVED BY THE CITY OF ANACORTES CITY ______2_____-_____,,---,____„____, I���� ;� ^ ENGINNER IN ADVANCE. SEE CITY OF ANACORTES �-� - � I I�� /,- J STANDARD SPEC'FlCATION OF ACCEPTABLE SOIL. • ;/ �� 2. LAY ALUMINUM LOCATE TAPE A MINIMUM OF 12 INCHES BELOW FINISH GRADE. IT SHALL BE PLACED ON ALL SANITARY MANHOLE \ ��!:!.�..;:,;•�,�.p':•.c;; �;. / NON-METALLIC PIPES. TOP 119.E © �•-:�-:-;�:;+ 3. THE FINAL TRENCH CLEAN UP SHALL BE FINISHED WITH SOD EXCAVATE AND LOCATE - - _ �'n'!'•''•� •• �''•'•'•''''' I.E. ill.l �� +•,.•;�;• .,...: ,! (2002 WSDOT SECTION 9-14.6(8)). THE PREPARATION CONNECTION- PLACE TYPE II - - ALLEY CL - li°//// A/ , PAVED APR N •t +•+• !-.!,•. SHALL CONSIST OF REMOVING ALL ROCKS AND CB AND ADJUST RIM ELEVATION - - I !:!' ;:' > DEBRIS OF 1 INCH OR GREATER IN DIAMETER AND TO MATCH EXISTING GRADE TOP OF WALL 7j�% \ EXCAVATE AND LOCATE INSTALLING SOD PER MANUFACTURER'S ----- TOP OF WALL TOP OF WALL0 > RECOMMENDATION. --- ELEV. 134.00 \ CONNECTION- PLACE TYPE II !'.'•• r. _ S 88'06'26" E ELEV. 131.00 ELEV. 128.00 ;i 1.: :? ® d IN AREA DISTURBED BY CONSTRUCTION, PLACE TOPSOIL I CB AND ADJUST RIM ELEVATION g (2002 WSDOT SECTION 9-14.1) IN LOW SPOTS AND 15'. CPP LE.=129.1 �� O` • '7 102.00 �� / TO MATCH EXISTING GRADE '!'"' :'•''' . . •�; COMPACT TO MEET SURROUNDING ELEVATIONS. PREPARATION /� •.• :;:;:;! w DISTURBED.ALL FORM TO NOTE SS D SHALL 3. ASS SEED ALL AREAS A TOP OF WALL i �� ��' 1 ,/" I �: :'�• .'..•, a WEEDS. • �� ELEV.-134.00 �+� �. .,4:;• .. o _fie CONTRACTOR PROVIDED �. �7 ��' ►�,` 1 INFORMATION-STORM PIPE EXTENDED " � ="�'r�•�•!•'�''!''•'''� 4. 2 1/2 INCH MINUS BANK RUN MATERIAL (2002 WSDOT z _ � t -- _r�_�11MIE •�_g, R=. INTO MAIN LINE-INVERTS UNKNOWN _ _••':' -:' _•._...,, SECTION 7-10.2) COMPACTED TO 95f. OF MAXIMUM > � U. hUIg 1j TI�I:', 1',� r / LIFTS SHALL NOT EXCEED h -� _ 1 12INES.- _ _ cJ' ,; :•` :,. i. ':':.r ;:r? A. e . 131.QD _�• ` • WALL CANNOT EXCEED 7 ABOVE :!" ' : . ,rr a}.� > PIPE BEDDING NOTES: (zooz wsoor sEcnoN 7-1o.3(sp�' - - - ; 3! :1--1_2_6_____TOrP - - _ _ ,� GRADE PER ORDINANCE N0. '�'r.` 3- 12 INCHES OF SAND FOR WATER, SAND OR BUCKSHOT FOR 111110L, .\ _ ` ' \ 17.52.050 SECTION 17.52.010 a'' i,` -{ 132 f. ,,,,. SEWER, STORM, NO PEA GRAVEL. BACKFILL TO BE HAND m �' I :.;,'?: •.,'''.:' COMPACTED ABOVE CROWN OF PIPE. 0 5 10 ZD 135 34 I 1 r,. r;',y!:,;:,lf-,i ;,. ;: 6. HAND COMPACTED SAND FOR WATER, SAND OR BUCKSHOT t 3,3 \ - ;;1:1;1; :%" ' -.. .• r;. FOR SEWER, STORM, NO PEA GRAVEL. BACKFILL TO BE / \�� �� :III! I � ,, �.,;r,l: .c;,: .,,,.�; ,..r,, I O TAMPED AROUND THE PIPE. THICKNESS EQUALS OUTSIDE - \ o \ - • _ :"''" I ; / DIAMETER OF PIPE. _ >„ \ \ . �, 7. 6 INCHES OF SAND FOR WATER, SAND OR BUCKSHOT FOR Ct Cin a SCALE 1 = 10 i' TOP OF WALL n_ - - _ SEWER, STORM, NO PEA GRAVEL BACKFILL TO BE HAND 140 �, ELEV.-131.00 COMPACTED. G / / / / \ 8 12 GAUGE TRACER WIRE AT PIPE CROWN EXTENDS THROUGH W W / � o 1 \W STRUCTURE AND ATTACHES TO FRAME. Q ;, X I) SI W \ \. \ \ I I Q O t] O ro N o NI� Soo11/4 C� GENERAL NOTES: '4�4uo 00000 N o \. � , \ 141°11 1 28\ A. TRENCH WIDTHS SHAL'. BE THE SIZE OF PIPE PLUS 12 INCHES ON EITHER SIDE OF THE PIPE. I. e 4,r� * o M jl�� 126 i/ N 1 \ �.\ ' I PROVIDE MIN. OF 8' FROM SEWER li i al W 1 0 ~ 8' LINE TO FRONT EDGE OF WALL. lo '�'� ��� X 1 ,�' I 1 REMOVE QUARRY SPALLS ON LINE I ) "' .40.• L,' 132 AND BACKFILL. NOTIFY PUBLIC WORKS 1 `1 �' I's p // N \ 1 CONNECT PIPE aeeaa '\ / ° 134 I INSPECTOR FOR INSPECTION OF ill TRENCH-PER CITY DETAIL R-4 \ \\ 136 1:14 .11t 0� IE OUTINSTALLI2YP3II CB UTILITY TRENCH BACKFILLSCALE: NOT TO SCALE \ ���� �,� DETAIL: R-4 \\ IE IN 124.23\ / % 1 �R ❑ / I FILE: STREET-UREVIEW .DWGf..w UTILITY TRENCH BACKFILL EFFECTIVE GATE: REVIEW BY DATE: EEVIEWER: ' �" •�' \ ; DD DD-DD-DD XX "� •�` IN PUBLIC EASEMENTS �,j;� t ,REMOVE BRUSH \_ J z � L 0 T 3 / �1 + I �, RACK- INSTALL 8' o \ \�' + �� + I ADDITIONAL PIPE TO I _ MATCH DITCH GRADE + + I 42' FENCE REWIRED Z o I h / ' L / T ' BREAK WALL AT REINSTALL BRUSH FOR HEIGHTS ' VER 6' 40 \ MANHOLE CONTINUE RACK-LAY QUARRY cl-F\\N- It LU F.; FACING ON STREET SPALLS TO PROTECT �*Na W I_- OF WALL I INLET LEGEND �os6,0 ,\ W o // N j/� - - ELEV.-1 1.00 SIDE TO CREATE 1: 6 BATTER St y. „/! (I) cc. APPEARANCE OF 1 �P�P� %:: '' Z f8 / / / CONTINUOUS WALLisi �'\ PROPERTY LINE • ;�\\/�\\/ '/ z w N \ , j - - - EASEMENT LINE a,1,wents /\�/\/ FABRIC W Q oo \ / / 41 CONTOUR LINE / J •�•�•�%�; -J '` ';••••• /� FABRIC AS REQUIRED DUE Sc / I ,.:�.:�.:�.:�.:. PROPOSED ROCK WALL till •••••• /� TO SOIL CONDITIONS, AS MO v3 \ / ~t e �� FENCE LINE �••�>\ REVIEWED AND APPROVED w - - -56 .�•••••• /jam BY THE CITY ENGINEER. g win W 0 CC 6� 5 1-xcaA,� , . r` � �•�•�\ 8" MIN. OF 1 1/2" = c� O \ N N pi 6 Sc-u� A. L�v-F 4,k.L a j . WASHED ROCK (� r \ �' - Ui�� - Itiiiiiitj1ij GEOTEX (2x2 OR EQUAL) Co \ \ /7 ��,-G - 'a e p� - i c� l600 egit•\i GEOTEX (2x2 OR EQUAL) - \ - �°`--•- -� ' SANITARY MANHOLE �M.•c►•: > \ .� v.-, CATCH HOLE FNAA AND VANED GRATE �.��•4 �� TOP-- 1nnL- ,,\\ �•\\ Se`kl�� `�-•N-� DROPSTOP 133.9 128.5E.=1236 OR HaEwNOANocwea 4S:ftI::/� GEOTEX (2x2 OR EQUAL) t'Th E -14T 2 - �2cp�,„� e t_ \--,...., I r -i-----.` HANOMoiD ORIGINAL II-a-% 2""'""yzo GROUND -� ,..r, "�'l�:•i 1/2 BASE COURSE DIAMETER OR S-l-o--•-.�o� �� ,:; REcrANotll.gtAo,lUefMB'►tlEcfloN ,../ .; , j OR CIRCULAR ADJUSTMENT SECTION •, ,,,/1/,',,,,/,/ P�%11 12 . WHICHEVER IS GREATER. tap it • \\ it \ UNDISTURBED //�/;/> ,;', '\ I l' -' 2 • EARTH• : . • 4:-..- FIAT due TOP r- 8' _ J �, ',< :� MAIN DISCHARGE 4 ' PERF. PIPE -, FILTER FABRIC K� 1- --7 • : e � I � BASINTCS 4r,6r,er,8•,oR/r GENERAL NOTES: < t CAt 1 I tktiDHw MtNIMUA M*IIE1HrORCINp rim •. '' e ' •• J SAMTH MIALL es T1nc ee IviOCKOt%T aA5' Y'fEiNEMHD7RECT10N MORTAR(TM) 1. ROCKERIES HIGHER THAN 5' SHALL BE CONSTRUCTED OF ROCKS OF GRADUATED DIAMETER ern BETWEEN iao • " �rrdl SIZES FROM 5-MAN "•0 2-MAN FROM BOTTOM TO TOP. ROCKERIES OF 5' OR LOWER < • a AM t r r INTEGRAL SEPARATE ;` C • •' • • 1 SHALL BE CONSTRUCED OF 3-MAN TO 2-MAN FROM BOTTOM TO TOPROCK SIZE Cl)I. CATAGORIES SHALL It''1CLUDE: v' IMMO NOTES se4r r 4r r OAP SS m. Noa�anraglrlredwt�rllleghtM4 « so' r r a' r 0.20 ue 2-MAN ROCKS (.300 TO 600 POUNDS), 13 INCHES IN LEAST DIMENSION �/+� ZCI I. ��- ` 3-MAN ROCKS (.300 TO 1200 POUNDS), 16 INCHES IN LEAST DIMENSION CD O Tr r r or /r mu us 2. Rs t,r des Precast patch begin may be eloped t e 4-MAN ROCKS (1500 TO 2200 POUNDS), 18 INCHES IN LEAST DIMENSION LLI bands darting. PP r 1r Sr 1r o1a o.Se hIC 5-MAN ROCKS (2400 TO 3400 POUNDS), 24 INCHES IN LEAST DIMENSION � � !, From and S�TOY be Instead with barge down or 1- aa�•rdoedJuetrrlwrtesctlon e - . . .. .•, � '• :'/ 2. THE ROCKERY SHALL BE INSTALLED WITH A SMOOTH FACE. � CO �" 4. IOfodoutahNllavaawaACddvsaad2'mhdmunto THE LONG DIMENSION OF THE ROCKS SHALL BE ORIENTED TOWARDS THE BANK TO PIPE ALLOWANCES ` i seen •-r-'' 7 PROVIDE MAXIMUM STABILITY. O CO j.6•ifleldmun. Provide a 1.6'minimum gap Shrew T T ••: A it MAX.MAl hi ;1' RaNFaRcfNo ert<EL 4. THE ROCK SHALL 3E PLACED SO AS TO LOCK INTO TWO ROCKS IN THE LOWER U Ss knockout an and the outside d the plea. After the CATCH PIPE MATERIAL VANN MAXIMUM INSIDE DLAMETER pipe is Installed, (nl the pep with Joint mortar M aolpdenoe MEIN SOLID PROFILE r.+-_..!T.-�-r- T • r •: 1r , TIER. < ` 1 wlth '1td. Spec. 9-04.3. • 06MIETER CONCRETE ALL creep vino wrfLl :.' . /_T :?`- - 1 5.CALL FOR INSPECTION PRIOR TO BASE COURSE BEING PLACED (FOR VERIFICATION V METAL IT PVC m PVC CD ' , '•'y''': . _ = OF ROCKERY HEIGHT, FOUNDATION MATERIAL AND ROCK SIZE. O 0 4f �' u ter er r "" r 6. WALL SECTION OVER 4' IN HEIGHT SHALL REQUIRE REINFORCED SOIL MASS-USE 8' rr er• vet sr se rr sr SEPARATE SASE INTEGRAL SASE OF GEOTEX 2x2 OR EQUAL ON 2' LAYERS EXCEPT FOR TOP 4'. Q .1 CAST IN PLACE PRECAST WITH RISER er sr 4r sr sr 4r rr a Sr 4r sr sr ro•RIND JOB NO. 03-104 Sr se rr er se. 4r oRA MOM.FOR PIPE ZONE BEDDING irj�,:�.Tr.r �'-r-�1 I TYP . ROCK RETAINING WALL SHEET Al m CORRUGATED ParlmineNE STORM eEvrEle PIPE(Ill Sr eae.� I. ;.:;. . , ••; 3 m (SM a m.INII xrn e PPM ID (e NOT TO SCALE M. Wa1 SEPARATE RUSE , , 1 > -I_ - , i _ :' ` 1 1 PRECAST ,'r ._. .l >- ✓I, , c it OF CAD FILE: 03- 104 PLOT DATE: 7/09/04 `' -