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Permit File BLD-2019-0293 3938 Rock Ridge Parkway (2)
8- - t Cityof Anacortes G Invoice/Permit#: BLD-2019-0293 904 6th Street Applied date: 05/03/2019 ""' +' P.O.Box 547 Issue date: 06/11/2019 t Anacortes, WA 98221-0547 Expire date: 12/07/2020 _s (360) 293-1901 Job Address: 3938 ROCK RIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New Single Family Residence on developed lot Owner: ROBERT @ ELSEBETH MOCKOS Contractor: STRANDBERG CONSTRUCTION Address: PO BOX 184 Address: PO BOX 319 WAPITI WA 82450 ANACORTES WA 98221-0319 Phone: Phone: (360)293-7431 License#: STRANCIO2OCC General Information: Fees: #of Bedrooms 3 Plumbing Permit Fee 216.00 Basement Square Footage 450 State Building Code Fee Resi 6.50 1st Floor Square Footage 2078 Sewer Inspection Fee 50.00 2nd Floor Square Footage 991 Plan Application Fee 200.00 Garage Square Footage 840 Mechanical Permit Fees 137.85 #of Stories 2 Building Permit Fee 3,328.75 Building Valuation 520000 Plan Review Fee 2,163.69 #of Boilers<= 100,000 BTU 1 Storm Drain GFC-Residential 1,646.69 #of Backflow Devices 1 Sewer GFC-Residential 9,774.75 #of Bathtubs 2 Park Impact Fee 615.00 #of Clothes Dryers 1 Traffic Impact Fee 2,730.77 #of Clothes Washers 1 Non Sprinklered SFR Fire Fee 447.11 #of Dishwashers 1 Total Calculated: 21,317.11 #_of_Gas Outlets 1 Deposits/Receipts: 200.00 #of Gas Fireplace 1 #of Gas Piping 1 Total Due: 21,117.11 #of Gas Water Heaters<= 100k 1 ,-, --I -„ w ,,, 0 -o #of Hose Bibbs 4 = ' n' 1— N.) 1-. 't m ri. N.:: 'J v:� #of Kitchen Sinks 1 u, m 1,0 �' N. #of Lavatories 8 r, ,-1- I-. , i Lc. ',: #of Range Hoods 1 0 Is - a` AI #of Showers 3 « ., u1 m Crl a. #of utility Sinks 2 t•a Is IA Xi m #of Ventilation Fans 6 ID . o f. to #of Water Closets 5 ' n m ._ r , I it' in .-- m : w -rl o r- !+' rn C' —! --1 I = 1,..) H Cu . .:: l rl 4-a M 1- Cu! t'•r Iti.., 'Cuf R. 2 Z Cu C. :n Ci .-• t..) ,; t.,, U0 •a, 4, it. ;•1 e..1 1 -,I -••1n --•- co IA 1,0 INC ^. -c z �.. 'tiu •it it 3 'Cu 1� Y` 4 City of Anacortes Invoice/Permit#: BLD-2019-0293 C.) 904 6th Street Applied date: 05/03/2019 P.O.Box 547 ,4 Anacortes, WA 98221-0547 Issue date: 06/11/2019 Expire date: 12/07/2020 (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 NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL-THE PROVISIONS OF Y OTHER STATE OR LOC L LAW REGULATING CONS UCTION OR THE PERFORMANCE OF CONSTRUCTION • A r. SIGNATURE 6F OWNER OR AUTHORIZED AGENT ISSUE 1): AT- Y C City of Anacortes Invoice/Permit#: BLD-2019-0293 904 6th Street Applied date: 05/03/2019 P.O.Box 547 NCO.` Anacortes, WA 98221-0547 Issue date: (360) 293-1901 Expire date: 10/29/2020 Job Address: 3938 ROCK RIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New Single Family Residence on developed lot Owner: ROBERT @ ELSEBETH MOCKOS Contractor: STRANDBERG CONSTRUCTION Address: PO BOX 184 Address: PO BOX 319 WAPITI WA 82450 ANACORTES WA 98221-0319 Phone: Phone: (360)293-7431 License#: STRANCIO2OCC General Information: Fees: State Building Code Fee Resi 6.50 Sewer Inspection Fee 50.00 Plan Application Fee 200.00 Storm Drain GFC-Residential 1,646.69 Sewer GFC-Residential 9,774.75 Park Impact Fee 615.00 Traffic Impact Fee 2,730.77 Non Sprinklered SFR Fire Fee 447.11 Total Calculated: 15,470.82 Deposits/Receipts: 0.00 Total Due: 15,470.82 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 NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY 01916BAu0j Lee N. 05/03/2019 01:47PM PERMITS AND INSPECTIONS ROBERT 0 ELSEBETH MOCKOS ARLD-2019-0293 igle Family Residence rmit w Single Family esidence on developed 'ending 2019 Item: BLD-2019-0293 Plan Application Fee 200.00 Building Permit Fee 0,00 Plan Review Fee 0.00- Mechanical Permit Fees 0.00 Plumbing Permit Fee 0.00 State Building Code Fee Resi 0.00 Sewer Inspection Fee OMO Storm Drain GFC-Residential 0,00 Sewer GFC-Residential 0,00 Park Impact Fee 0.00 Traffic Impact Fee 0,00 Non Sprinklered SFR Fire Fee 0.00 Payment Id: 242839 200.00 Subtotal 200.00 . Total 200.00 03FINANCE CREDIT CARD 200.00 Visa ************2705 Ref41335383949 Auth=058949 2705 1 Change due 0.00 Paid by: JAMES P SYKORA II II 1110110111110111110MIIMI ignature: Thank you for your payment COPY DUPLICATE RECEIPT Site Address 3 13 3" ccE (Z2► € Project &) ea,o SF & Building Permit # IL® - 2O)9 — 029 .7 .. _ .T-+-.:.'-. _._,-.---.,---- --,-1,,-;: lt7f--; ._-row ..:-.--_�--� - - - - `_ S�.�.- - -' - _ _ _ t=",. :iyam_--:..��.=-wR e e - --=_= - _ - = - A Building 71 J1yf- go _ 7 . I. Public Works GAV/ ' C_ G 1 I \ ! Planning 5" i9),_ \� (c._, x 1 ___I 1 I I i I , , I , , , , , , 1 1 IC° Stormwater I w,+ i 1 i 1 Fire (1/10/0 i fr 0 a,.-i.'.,-- 1/,,e7 ac ,,),t1 F'✓t Po, Z / < ✓ ° 5 pi—• i {-+mot L i Il f c(ow, /(., -v, rs Y'..c r,.f t 1 • Project Inter-Departmental Plan Review Tracking PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT 3r DEPARTMENT Mailing Address: P. O. Box 547, Anacortes, WA 98221 1B9t _` 4 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901, Fax: (360) 293-1938 Plan Review Legend - 2015 International Residential Code This Plan Review Legend has been developed and is being used by City of Anacortes Planning, Community, and Economic Development effective July 1, 2018, in an effort to standardize common corrections and speed review of your application. If you have any questions please contact the Plans Examiner who completed your review. We are also interested in any comments you have to improve this Legend. Review code section for all details and requirements. Ref # Code Subject 1. GENERAL: 1.1 R302.5.1 Door: 1-3/8" thick solid wood or 20-minute fire-rated or approved alternative, w/ self closing device. 1.2 R302.7 Enclosed accessible space under stairs to be protected with 1/2-inch gypsum board. 1.3 R302.11 Fire blocking. See entire code section for all locations. 1.4 R303.7 Stairway lighting: switch at top & bottom 1 Ft. candle at landing and treads. 1.5 R305.1 Ceiling height above bathroom and toilet room fixtures shall be such that the fixture is capable of being used. A Exception 2 shower, or tub equipped with showerhead, shall have 6ft 8inch minimum at 30inch by 30inch area at showerhead. 1.6 R308.4 Safety glass (Tempered Glazing) See entire code section for all locations. 1.7 R309.1 Garage slab to slope toward Garage door. 1.8 R310 Escape & rescue opening to be min. 24" high, min. 20" wide, min. 5.7 sq ft and max. 44" from sill to finished floor. Must meet all four requirements. 1.9 R311.7 Stairways: 36" min. wide, 6'8" min. headroom at all parts of stairway & landings. 1.10 R311.7.5 Risers 7 3/4" Max, Runs 10" Min (nosing to nosing), cannot vary more the 3/8" from smallest to largest (R311.7.5.3 for nosing configuration requirements). 1.11 R311.7.8 Handrails per MC-34" to 38" in height, continuous. (R311.7.7.3 grip size requirements). 1.12 R311.7.5.2.1 Winders: Minimum tread of 6" on winders at any point, with minimum tread of 10" @ 12" away, not to vary more than 3/8" from the largest to the 6 smallest. See Code. 1.13 R312 Guards per IRC-36"height min, so that a 4" sphere cannot pass thru. 1.14 R314 Smoke Detector-hardwired and inter-connected with battery back up. 1.15 R315 Carbon Monoxide Alarms - within immediate vicinity of bedrooms and inside bedrooms w/ fireplaces. 1.16 R317.1 PT wood or naturally resist decay when exposed to weather, grade or concrete (typical). 1.17 R317.1 Clearance from exposed earth to untreated wood plate is 8"and 6" to untreated siding, typ. 1.18 R317.3.1 Fasteners for PT wood to be hot dip galvanized, stainless steel, silicone bronze or copper. 1.19 R312.2 Window fall protection required at operable window opening located less than 24 inches above finished floor and greater than 72 inches above finished grade or other surface below on exterior. 1.20 Table R302.6 Separation: GAR/SFR 1/2" GWB; GAR/habitable above 5/8" type X GWB @lid & 1/2" GWB @walls & supporting members; Garage within 3ft of residence on same lot 1/2" GWB. 302.3/302.2 2 family dwellings- 1 hr rated assembly. Townhomes 2 hr or, 1 hr combined with sprinklers. 2. FOUNDATIONS: 2.1 R401.3 Exterior grade to slope away from building 6" in 10' or design drainage. 2.2 R402.2 3,000 lbs. concrete at slabs and weather exposed concrete. 2.3 R403.1.3 #4 vert. rebar @ 48"o.c. with standard hook tied into footing and min 14" into stem wall. 2.4 R404.1.3.2 Foundation walls retaining more then 4' feet require grade 60 minimum reinforcement and laterally supported at toy and bottom. 2.5 R408.1 6-mil black polyethylene vapor retarder in crawl space. (State Amendment) 2.6 R408.1 Minimum net area of ventilation openings shall not be less than 1 sq.ft. for each 300 sq.ft. of under floor area. (State Amendment) 2.7 R408.4 Crawl access min 18x24. Insulate and weather strip when in house. WSEC 402.2.4 1 Update 07/01/2018 Plan Review Legend Ref. # Code Subject 3. FLOORS: 3.1 R502.7/802.8 Floor joists, ceiling joist and rafters to be blocked at ends, intermediate supports, bearing points. 3.2 R507.2.4 amend. Where decks are supported by attachment to an exterior wall, they shall be positively anchored with hold Figures R507.2.3 downs. Either (2) 1500# allowable stress design capacity OR (4) 750# allowable stress design. (1) and (2) 3.3 R302.13 Floor assemblies, not required else where in this code, shall be provided with 1/2 inch GWB or 5/8 inch wood structural panel, or equivalent, on the underside of the floor framing members. 3.4 R502.8.2 Altering engineered products is prohibited unless an additional engineered design is approved. 4. WALLS: 4.1 R602.11.1 Anchor bolt washers (3"x3"xl/4" sq. ) hot dipped galvanized if w/ P.T. wood . 4.2 R602.10.8.2 Provide connection between top of BWP and roof sheathing. 4.3 ICC 17.03.180S Eaves 18" maximum into setback area. Table R302.1(1) 1-hour fire resistant construction on the underside if in 5' foot setback area. 4.4 R703.8 Veneer to meet Chapter 7 of the IRC. 4.5 R703.4 Flashing per R703.4 (windows, doors, chimneys, deck ledgers). 5. ROOFS: 5.1 R802.10.1 Truss engineering specifications onsite for framing inspection. 5.2 R802.11 Trusses to have uplift connection per Table R802.11 5.3 R806 Roof ventilation per IRC. 5.4 R807 22" X 30" attic access. (Insulate and weather strip WSEC R402.2.4) 5.5 Table R905.1.1(2) Underlayment application: 2 layers 15 lbs. felt on 2:12-4:12 roof pitch 5.6 R905.2.8.5 A drip edge shall be provided at eaves and gables of asphalt shingles roofs. 6. PLUMBING AND MECHANICAL: 6.1 UPC 408.9 Shower head should not discharge at entrance. _ _ 6.2 UPC 807.3 Air gap at dishwasher. _____.___ 6.3 UPC 909 Island sink venting to meet UPC 909. 6.4 IRC Chapter 13 Inserts, Stoves, Fireplaces: listed appliances installed per manufacturers specifications, combustion air or direct vent, glass or metal doors. 6.5 UPC-507.2,608.5, Hot Water Tank: Seismic straps at upper and lower 1/3's of tank; Pressure Relief Valve to outside; Water 508.4; M1307.3, Tight Pan to outside; 18" from ignition source to finished floor in garages; Combustion air for gas, propane G2407; & non-direct vent; 6.6 ISPSC 305.1 Pool / Hot Tub -barrier or safety cover which complies with ASTM F1376 6.7 M 1307.3.1 Bollard (2,000 lbs. load) for mechanical or plumbing equipment. Design IBC 1607.7.3 6.8 M 2427.10.2.2 Vent connectors in unconditioned spaces to be Type B or Type L or listed w/ equivalent insulation. 7. ENERGY & VENTILATION: 7.1 WSEC R403.3.1 Duct insulation R-8. Ducts w/in concrete/ground insulated to R-10 designed for below grade. 7.2 WSEC R403.3.2 & Ducts, air handlers, and filter boxes shall be sealed. Additional duct requirements M1601.4 Duct testing R403.3.3 required. 7.3 M1507.4 50cfrn min bathroom, 100cfrn min kitchens, vented to the outside (Table M1507.4) 7.4 M1507.3.4.1 Whole house fan (prescriptive sizing per Table M1507.3.3 (1)). 7.5 M1507.3.4.4 Individual outdoor air inlets or operable windows with an openable area not less than 4 sq. in. net free area for each 10 c1in of outdoor air required by Table M 1507.3.3(1) .in each habitable room. 7.6 WSEC R402.4 Provide air leakage test. Provide the completed passing test result certificate to the Bldg Dept. 7.7 WSEC 403.1 Provide at least one programmable thermostat for the primary space conditioning system and one programmable thermostat for each additional system. 7.8 WSEC R403.5.3 Insulate hot water pipe, both within & outside of conditioned space, shall have a minimum R-3. UPC 312.6amend Hot and cold water pipe in unconditioned space shall have a minimum R-3 insulation. 2 Updated 07/01/2018 ''':4L__cN3 , ,2.,0 1 7— 0 2-9 '3 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT t _ iinla f$ [Ik‘fl N ' IDENTIAL BUILDING PERDEV APPLICATION Mailing Address:P.O. Box 547, Anacortes, WA 98221 CO �, MAY 0,8 2019 Office Location: 904 6th Street,Anacortes WA 98821 `""� � .i ...J Phone: (360)293-1901 Ci 1Y OF ANACORTES PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): PARCEL(S)#: 3'13 S Roc-Kitt C[ PARK 1 P 153 a 5 (o Subdivision/Lot#: PROJECT VALUATION: $ i,.Or9 - Sumvvitr Kr 12JDc4 R i7-E PR,IV $ 520, 007 APPLICANT: Phone: CZoDF 'T t E -5E5ETN W10CKOS Address(Street,City,State,Zip): Email Address: P- c • 6o . 184 vvp+Ptrt VJ -( ez45o rVAoGVLos&.gmai ( •G O-vvt PROPERTY OWNER: Phone: 12.013IEieT t E1 SESETH WtOGKOB Address(Street,City,State,Zip): Email Address: iLic.vv,E CONTACT PERSON: Phone: Stm S`tAA It.01 V00-g29 .46,31 Address(Street,City,State,Zip): Email Address: r'vrt s)/koral,+ovtedest°Jvt.corn LENDING AGENCY: Pione: Address(Street,City,State,Zip): Email Address: CONTRACTOR:* Phone: S MA NIN3,Eveti C0Nrsn2vcnanl hAsc,. 3It0 . 213 - 7431 Address(Street,City,State,Zip): Email Address: 2.0145 le. AVlE Professional License#: Exp.Date: *All Contractors&Subcontractors must have a valid City of SlizANGIO 2.0 cc_ 2- 2 ' 2-0 21 Anacortes business license prior to doing work in the City. Contact ,iciness Lic se Exp.Date: the City's Finance Department at(360)299-1968. ° 1 ._ 63 7_ Ohs•-0 2 _ 2 _ 2 0 2 I PROPOSED WORK: NEw SFR DN DEvoP>cr Loy- PROPOSED NEW SQUARE FOOTAGE: Basement SQ': 450. C• Finished Basement: ❑ Unfinished Basement 1s1 Floor SQ': 2 -(g Garage/Carport SQ': 64O 2nd Floor SQ': q q 1 Deck/Covered Porch/Patio SQ': 2.(e 4 Fire Sprinkler: tl- Yes 0 No Lot Area SQ': NI 23 3 sr 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: J PriAES S YK/b� i Owner ❑ Agent [-(specify): Signature: (ji4fvvL44. _�1y�L✓it& Date: S-3 - 19 Page lof5 i IMPERVIOUS SURFACE AREA: Existing Impervious SQ': New Impervious SQ': (,Co el 1 51F Total Disturbed Land/Soil SQ': Total Proposed: Cut: sAtNim,q,L Fill: New hard surfaces(pervious&impervious) p q' Land converted from native vegetation to lawn or landscaping SQ' Land converted from native vegetation to pasture SQ' MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: BTU: Other#: Wall Heater: Gas#: Elec#: Other:#: Location(s): Gas Water Heater: #: 1 Location(s): U n -, i 1 Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Radiant/Hydronic Heating: Gas#: I Elec#: Other:#: Location(s): On I my 1 Exhaust Fans: Bath#: 5, Laundry#: I Other: (p Range Hood: #: I Location(s): Fireplace: Gas#: I Elec#: Other:#: Location(s): L!vim 1 Clothes Dryer&Duct: Gas#: I Elec#: Other:#: Location(s): Stove/Range/Oven: Gas#: I Elec#: Other:#: Location(s): I Gas Piping/Outlet(s): #: I Location(s): 1 j ej Q 1 Boiler Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): 5 '' Refrigerator water supply(for water/ice dispenser): Kitchen Sink: I Pressure Reduction Valve/Pressure Regulator: Utility Sink: 1,AvjpGt, I Water Service Line: Tub: I Water Piping: Hand Sink: 6 " Clothes Washer: I Shower: 3 Electric Water Heater: Tank-less? Yes ❑ No ❑ Dishwasher: I Backflow Prevention Device: Hose Bib: 4' Other: g Page 2 of 5 , cs) s. • .__-e:- , , 1 k S , c,ca ! \ \ \ Iwu , i NN \ \ \ \ N. \ \ .. ,77• . *\\ Li-r ‘e-: \ir. 1 ,. 1 \ , i 'k % k ;14 , \ t. `i • k \ t• kOW: t \ 0 . m \ • . '‘\- \ \ .,n ...,,,,k,_ .....„___ s ,==r , , , , ,, , , , , . . . , z , \ J, - -. 2 2 cz - W b k H •Cd 1/4\ \ n& ,\ -n \ ' ;), 1 < rkI a) I gLI 0 \ \ \ \ \ Q r9 N � ON \al .\\ \ , , E-1 © 0, 00 p..4 \ :citpt,* ‘. \ $ 4, 4 ‘ t .1 •Z rSI P \ f+ N N N N M N N ..:t % \ \ : , , 1 = Ng ''' ___ ' 0 p= `‘); cc v-C c(13 4 'N , _ . o N o N N � � 'i� L._._ P-P t r,,, 0 ct r , c..) c„ c:::, ..., ,...\\\. 4. ,,, . :„.„, \ \ ic) c9 .i-ci- O I�nr � Qd. x0 \\NN, `ti I n � 2qTJ ' ' 1 1X 1 " N N N N N g t+l N N � � \j'n eta \J Cr ? i � d 0 r-e7 S \i?, d 7:i \ , (En c , \\\\X \ c.,,,, N. 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E, _ ,,, a) 0 - r ra-i a) g ' CS • ° &N: si c2z) /iv; . er, 0 7.,:i 4 ,t F... 1--( ---a cl =1 2 1 t \ r-ctt ek ^(.4_, ` I\ G r•ig . o v y � . a)� DO � N ¢ om N � e ,\%\ ? � � � . 4 to 1 gai N C 5 V � V c.„Y � " � y � o � � o � ca: s .( )P m `� j e . ,..., Fe 4 vics ;_, Hydrant Flow Test Report Test Date 3/12/2018 Test Time 9:35 am Location Tested by Rock Ridge summit Roger Sigmen Anacortes WA 98221 Commercaial Fire Protection Inc. 17199 Bennett Rd. Mount Vernon WA 98273 360-848-9093 Notes \trinll Read Hydrant Flow test #1 61 04 2(119 61 psi static pressure • 1000 GPM flow test OI7Y OF ANACORTe 47 psi residual pressure 1 ft hydrant elevation Flow Hydrant(s) Pitot Outlet Elev Size C Pressure Flow #1 1 2 1.4 9.1 504 gpm #2 1 2 1.4 9.1 504 gpm Total 1008 gpm Flow Graph 75 1801.8 gpm at 20 psi 60 45 psi 30 15 O (I I I I 1 1 1 I I I I I I 1 I I I I 0 500 1000 1500 2000 2500 gpm Created with the free hydrant flow test program from www.igneusinc.com i • .,', / j 1 ri/f/. ,�' .. W. v/ • i/ V 1h:.'. ,.. prt'//r , ayp " r' Y . A / i Y �/ �//�' y // ri ! /iy' , A . ' h- f.'� .42:•3 12 2 018 @ 9 . 4 5 a m pi�i r P.PC' .. ' 404•at P. • :/ •% ;r.i.; ¢(($ %� 4/ / , Y�y w r '`ems: �p //,% -:�'/ i �! - // /_% " / r /< . //i.. /v '�: ..S KI^' p/'. : W /,'J * - 4. �.. ' Pumpstation conditions a , ,` : �:4 , ��� ' ' Atj # ! a �� _ _•� � ' .mow jj�.'. / ,G:r - . Four pumps on / , �,• {; ;r�/ ri , Yl ip.'. 'W/ /,�"�/'iii- ,. .,.' /, , , .y/•..:-• < - // t' , /. , y' ,�, 3�, , ;�/'„.„/ ,,++' i/.'/i//., /" /..,,. 3 . Flow meter 1060gp / , !;/ .] ,( ./ //r , , ,. !. , ,,. r , /� rik� , n " 1 !f•P„A-. riy • y ,/... ` y, / / /i4/ / // / f. Suction pressure 49 psig ' ✓i �Y/r ç4:: / d. ,� , ,s. • ri C4. li-' Jr �-,{�'{ , j / :e /jb G • Dischargepressure = 143 si , < Y ,// g p g ��// r/ / Y / / aft r. II/// sl' l�� • ��� �� , y / < ram' 4 f , 1/. r •• tr./ /.: • / .7 1 . ,, /' � j s! .O . 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' '���„fy'/// .. r 7<. • • „iE• •. a • • • i;i S , ,'N' - ' J :;', - i/ •.,vie •Ae • 4• • - Yi. ,4"• Y ' s✓ . �. ^ ,: ,may . / c. i' *' is i ; �/ '.%. • > ' 'a,. e //• �c .oC: % / / '/:� .� S•." , yalp. Cijy. .( . './. : :-x \.i. J '% �,(• - ✓ . :.JwC. •a .f,,Yr ./,/. ':, // , � /� '/ ,. / . ,f if _ i' .. _ �:' 's , � �, y jvi . , / //v. 'CP / � 4// %i`Q�'/ wv _ d, !•� s ,. ' :R'E•'" - �j . 'k 14 �� /t% Y Y.'yi / t. .. n// • `lsl�I 1 ':.s / ,i • > /.. � y % , /// /pJ/ ' . •vr S b - •• . - . >' t '2 ,:, w / - ' • ,.a ' 4. �Y!�j' ..."'0001II!!! ' / '111 •/ e,., 7 �i/ ., • �.tf'h . • .X /,� • !/ ':,,f h iA•••�lit. r . / r :::/,, yr /• ,. � , . , , _ > •' '> a 4r". .' .<..,.,. �. _ ✓. Y 4i..��.f ei '` a i j•\ •may ' 0ii .:r, /ry/ /%'-7 :y„ /i '/i d: ne.•Y� .a,�... { ' Jam. /./ . r {:. 4 ' /.-. / ,q/ .y . -.i ' n moo; _ .*, ,G • y,• , � , : a Hydrant # 1 flow hydrant , , n r /s ,ice hr Meter box A Static pressure = 61 si = : ' -�`�. p g srni �{ S Static pressure = 63 psig I Residual pressure = 47 psig ' ' `34 - 1 ` �: �' ki R . Residual pressure = 50 Sig f ' � p p es5s , / • •V 1. j ( 2 ) 2 �, nozzles flowing, P = 9 . 1 �. j < ' , ry //n _ @�/ • /�-- � ' Ate• / • %/j / r ` >?• f /.4�, a. 71, el 47/ /' '�i: Y .,; •Fill ' *L�'..y�7/ % <{ ///. '%�• l ' • Y• t/ lyy/1►ty'/ • 4 f / g Hydrant Flow Test Report Test Date 3/12/2018 Test Time 9:35 am Location Tested by Rock Ridge summit Roger Sigmen Anacortes WA 98221 Commercaial Fire Protection Inc. 17199 Bennett Rd. Mount Vernon WA 98273 u ! (.0 fj jUjil 360-848-9093 Notes MAY 0.8 2019 Read Hydrant �JL 61 psi static pressure Flow test #2 CITY OF ANACCV 7FQ 1750 GPM flow test 22.5 psi residual pressure 1 ft hydrant elevation Flow Hydrant(s) Pitot Outlet Elev Size C Pressure Flow #1 1 2 1.4 7 442 gpm #2 1 2 1.4 7 442 gpm #3 1 2 1.4 7 501 gpm #4 1 2 1.4 9 501 gpm Total 1886 gpm Flow Graph 75 1951.2 gpm at 20 psi 60 45 psi 30 15 oiii 0 500 1000 1500 2000 2500 gpm Created with the free hydrant flow test program from www.igneusinc.com • ,fti > Al 1t' iowt . T ,:�' �yf�'• /' - :S 91%' : k•, /r , v,.' ' 6.`v: yr , t% v. ',; :/ /i `e.. .q >" • q �.Y ,�'S�� :mot .I�� r -T r i i� f ./ ✓Y/. r/ , J % 1G /te. / •,� % ' "�•'st # 2 ':, S / //iij y/ • r3 '�. V • Ili rlZ .-a}� �as. y q /y/. " i i�� ..: l < ♦ r c j// / r /r /r V_�,• / ,�s�,' ,! / 7K / //' e ;•. 4 •J i /I 1 /' - n~ _/ . / / / ' /1 R• � /,{ ♦ . •v2. � � / xl �;r/ :// $,,; .. . 3 12 2018 @ 9 . 50 am ,, %/ // % j /�.� .//u�/ �/I. ,1� l ./� ol'at y:h' i • ! . rP: ' . Rock Rid /fie Pkwc ; .,, Ridge Y /x J /. / ri %r, �//,%i • „,-„ , / v / ' // 01. % ,f ' s / ,,., r.' - ' • r / r'� . , rij lb r . /: _ 4r'• .��// , Jn i. 1 r _ ;1 , +ri j u /. v, /: it•:/ f/ •. /,.,•fS f' : � /� -:/• f �:�/ //' v rd %� j6 y / f.�.0 �i[ '..,.�.y /� , / di>r• ' " / / >SF' ' /p: i '/ / ! Ny. r lri . J ":.`%. 4 / / riyi//5 , / : ,. 7 j < // ? s %/ CY ;/ �/; /�� 1 �y'�91G y1��s/ /r q/i, /i1 /. Pumpstation conditions ` it 1 '`'l,,r ' (5 ` �( f j . ' _._,� �/jj rV t . ,4,,b,/ . : 'Y(j '�i1 " '/%/ -Sr .••• �r/i, G5. 'A Four pumps on j ,. , f • � �. . / `.1 //� t"aD,-r r „„/„:„,„ i .• sr. . _! r/r/r r' ,rt Y4. �, Flow meter — 1806 m � .• ., �f, / - 5 . /,, , ; � , � F g p '.% „/n .�4,4 •` ,�r r -/, // : / ,4 % . i,• "r` • 4a/ ..r � /�! / nt•. , .fy... , :L o% / Y w 4.44i / , " / / / ! l -t% / ` /� .: % as / '< •' , / � ;iif /i / �, h / / / yy • /"/�•. / ' /i �%'.'!r/ r ' i /5 r rr -b (� :f;Y 'i, a/ :, % // Suction pressure = 46 psig ! r : / y y . ' •; • ,: .,� / • h�5 >/ N t7. . . i>( , ..^vvy.l, ~,4/�•�`.I ii "' f ..',L . ��:�� /�//ice//:: - a'` �. , Dischar e ressure - 119 si ‘44- - %�- s j % j // J y i,b"• 9� 4. :Ire.40.11.1.,.504. /� • b / y r 11 �%% '�,.'A j / J�!j, _% • >A{ i- Jf . ' �itii. �//.,;., 4. //��rr % _ _... r.otr-- �y b r/J.eti t +�y / i //,/// • G iff VA / ?�' !' / !t 1 // J rC. ; J� a !, arc tot /1;' // //� .v /� / , / yl �" f' ;, ,yr H / r•' it ! / `Y/ .r+s At / ,4 /. : ri,' J / l` Y ' w°S 5 . •'r ../• / ,1 , ,;4,5 /4. . . .5/iri J' - t ::701/77,/c/i/../1171# t :r •f� s,� , 5 f. a, , t// > i : 4 ,03 r -,/ it - % / ' !' / „ •y*. / •>, +' ' _S s,, 1T ! ^,di�r,; /8 fi'¢ r J; �_,-�[Aj" -r/ Sb �r `'• S /. / J ..l.:mcl J/ n, .i, /i.: , . yG °� .i /i / .r. • 2. . �, - /, . ;^h��'�%iit 11 ik q'/ /. ,� •c` - 4 44 % y ,// • ' - % "v .i y: ,� r//,,/, - 1 ,, .ii. //// , • ) . ,ey; 4 /,Jry /,/y_L. /'3 i . XI/ /'' / 4•0. ,. / , �,. l 's ✓, / x .Y/ ^, i��� ii L•('y. /!� ' '. T . '� rS. _ v.,/.M ` �'. . . �.,..`! � /7//// /� '..✓ .r "Yr: yy //r / ,.S�f , '� .l�j a �(, p. � ,i'. t 7 J i/�,,.'4 / .,/ % /�y',/;: aS!��. %% d . � f• • '}s ✓ /fY/// ./..iY/ ,l H` ¢' !E_• � .r . .�,." Y s -f r� r ,ay ..9(>'>> /, ./ / ,, /�,'/�..%,/{/y/r/f' • 7/2/ i• ' 4 .,., :,,:7/l!�/'.>NTII , 2//e/ j/, ; . l . l ' s r . 1 Y �,Sr N t '� Hydrant r a n t # 2 flow o w hydrant le i • v '%' ,y • . .r . %/<: ! Jar , v : l'j '�q it r :�!'�(/. Y '• •` f f " ',, /-4;4 - n: •1- r S ' tf. t / — / � , ; /, ;,,,,r. ! J f� �,s Static pressure 61 psig :b gyh�' •`Y'f l�' /n. . - S /i / - ,�`f + / Fk / ,:,. j /,frd5 , r• i •,y.b / ' f /� .,, n • !W5 / r ~ Y•'a' ',7!/ / ��,t ca.'vAnh f .f /1l '/ 3'/ t .�< , P1 / '� ,, ty , ^rr"': r' ry J4y /, N: d yee. ?� . F Residual pressure 22 . 5 psig �jb' X6 '• o `'1/ ij � / ����, , t l �' ,r( , A :, / F Sr, ' r •./ r1 / 31 • Vy!S!i ttti7A11/ le i///- / � l r• / � > Y jr / �/ , i �7„ . i. s� � • • i _ , {:,' �+1s �r , / ./!r/ . y. / ,lr//5!/;j ' 3 ' - •//, -� , �; r ri .i�i/ i : isf / j / l// � r! ' dSr' i ' l +'/ le „{ , ,� ; / ,,_ � 3, : zai ( 2 ) 2• nozzles flowing P = 9 • / 3l o-. .k,s. /4".>': )e . s J o/ rt �° y '' e; �f'/sr %// / �P=- rl' !// 4064 4> 1 11/ : Hydrant ra nt # 1 flow ow hydrant i ', v v • telt s r, i/.' '!C s k i:/ / r2 : . .,- v ,�rGf/ �/� •-!Y - ��rl /r / l i. • Static pressure = 61 si 44 ::: * a a . 4 V, A . � ay /,,/ , , Sta p p g ^ /�, ... . r. //%�/, t .h S. ":'/ l Residual pressure = 23 psig � , Meter box 'A i. 1�nti r . • / .<3 • C. ',yi, , •3, • Static pressure - 63 psig `` ( 2 ) 2 " nozzles flowing, P = 7 3 �-44 / : ' ,Y Residual pressure = 25 psig - , • wr ! !i:6% ,/iCi1//��//� i ,�.// ,. ,� f -�''y'ws.!5 J ':Yt qq • W /' - - �' l'.✓: : 1C �i: / 'fir %r�ii ^: • • »' . N/. // /" .. t ..LL... l ' r /• • /,- , ir,‘,, ,.;(10,„r„, , • �: ,,•,/.. rj • rLr � {' y' /l!r flew 41111,4/ // i' J.• 'i:. . . ps ., . . PLAT OF ROCK RIDGE SOUTH PHASE 4 ~ 11 �!���t!!���ail 2a'„ NW 1/4, SEC. 26, TWP 35N, RNG. 1 E, W.M. s ���01AU`v'°� y4rs tr¢017 a S- :07Am I � .,. .I.. �3, `y;,f. 4 cf 410:07AM I �5. � r iiiH L 'KI.1 TRACT A c� / .;, ;:;:,�...,, 1�v' K.I AF#200701240094 , ;;' `�.;, .:,.:,. " 1;.13 1 0.87 ACRESPHASE 3 =t' '', .. .:,;t:/ `Awn: m7• K., ��°AF#200806300185 / / `y et,, k. '.�` y559 ACRES // ___•'DES '' 'itd..;r."� u;,•- A.,,+,A'G, t't`D .ET CL?ICR MON Nii ..BRASS CAP IN CASE COVER. '�� �j/ / ,.4E Safi,. RE= jAf�:=IAND;,ft€gSAP PLS. #27817. 1- I 4� •�'�/ / // .. 3• cE7`#'K I IL ti�''Slq, 11ALK WITH YELLOW DISK. 6 / / .' ,a. 4.'O 1NA-EXISTING.,,- R AND CAP PLS 32169 OR AS NOTED. ,�'' ., 4 �`@? ,h/ / '•s;. {ti;,. `;i:. V/f3.ITE1tt1,.3-22,- 017. .\ 9 q• "' � N. 4 LOT 1 �'- 1:// 0 1 / ar :!.,4 +>, V;�.'' . tip TE MONUMENTS WERE VISITED LONA3�2-2017. y�, �, 13,551 SF �/ '4tio,1 / `%. A y ''';.f '"17''.,;ERRO1 1 OF'CLOSURE MEETS WASHINGTON STATE SURVEY STANDARDS. b, 4' ® ��i / '�o L`l� // ";•• *'i•, . •B S`t'A;�( 1' METHOD: STANDARD FIELD TRAVERSE. 0 s / / // e.• l . 7i. BASIS OF BEARINGS: PLAT OF ROCK RIDGE SOUTH PHASE 1 & 2, AF �Ir P�' �� ar> '�:, .�.OI3`701240094. ./< / I / `'°b• `:•, ''? '•r; 1t.1-"IADDRESSES SHOWN ON PLAT. c� ���/FP`'%\y , '- '"''°^a,,, ;t;, �;q, a `" 11. SEE SHEET 3. PUD AND PLAT CONDff1ONS 2 FOR BUILDING SETBACK LOT 2 �, Ci/ /6 a,."' N8B'42'fB"W 11,842 SF t�/ / " �s / �,w` ''<;� ':;::. �r1' CT REQUIREMENTS. / b ;I% kt,. ,..iP 12. BSBL BUILDING SETBACK UNE. ---1--1 - 340!0' \ j �G.. ® \��<i c., /,( N 2.07'40' W i s; 4L r..,, .� I Q gg 70 82 `:; t ; ... i SSl'1.2Y /\41 ,3 �:. n ' , 1 x LOT 3 `�'- / // / � k't ,/ y rcp. k . , 'h+.yk -4i.- 13,232 SF /t� �\ I��� .°� �'- . F_ ij - 4_ x // / 0 LOT� `si• • ,_,,%`-• ,-,,;.. -.• ',1. it - -_ I s T ® // / 8,79315E J �,,r,.. ..„. ' .. :, :;.,-r� ,,..', CURVE TABLE ��'Lfj. i..�, // ,/c�` C.). "'. \1�alp. ® :'„ ,IC. ;.k. '4L, '4''�tin1C 41.:° 1 x > / 0c\F� ;5, ,j fr! 1 q 1JUMBER RADIUS ARC LENGTH DELTA ANGLE 3 i ' .4P / •Q, Q • . ,�s gt,, .,. ;'G> s CI 225,00' 209,67' 53`23'31' 1 c x / / //\� /o' c� \�4'� h\ +1 ' C3 250,0 22.66' 75'11'35 f 4 •4 '1'l '� ?,.. i fy' /- Q LOT 4 / / / LOT 11 Fss�s\ • ,• '" <' ,,'`4' C4 250,00' 58,50' 13'24'25' d / --_ h 11,010 SF / /� / 9390 SF !Fyr� y`+'r, , - . :5. art C5 250,00' S8,50' 13'24'26' ,1 1>� C6 250,00 88,46' 20`16'28 SI ® / / I / �9271 `gin„ �; i., C7 250,00' 4,85' 01'06'39' i+ • �'/8'£ 122 01'l / Cl / S j1�i . 4ti't"`,. st`i. 0 ----_ � C8 125,00' 37,70' 17'16'51' p '\2 1 I e +' C9 125.00' 31,32' 14'21'18' x 8.502' f j ••.. <� si1�i��f��rr .-•" `.,r ----- IV.. LOT! C10 125,00 30.09 13 47'37 1 �dY 04 2O1Q I '` M;'aat. a IA V li Cll 125.00' 34.96' 16.01'20' I. I / Nt•r -a C12 125.00' 36.64' 16'47'31" r II LOT 1� ;I ""c:y 'a4 ,,'° j'' C13 200.00' 82.29' 23.34'30' ! $ 1 LOT 5 1 '� 1 1 ,^� 4,9,592 .t4<'`' ;^ TRACT G C14 200.00' 88,58' 25'22'39' __i '� 10,542 SF I i 'L 's ;,A A= i�F""v, � C15 200,00' 15.50' 4'26'25" ® ` 1 ,,..,,:.,:I' t ,,48; .: ,.�` ✓5 C16 75,00' 102.42' 78'14'37' i¢1 Y OF ®CO Al ' 1 .;<.. ace •'„ - -----� S 8822'48"E 122.79' 1 1 ,r� ai's\ `''• "i`',, "�. 2 ,� 85.4' �7 s \ a +z, LOT,.c1'$ '� ,�,ti"`'1 F yti ti. r w LINE TABLE cV g LOT 6 .:,r .o `z "''4,4,,n.:lt ,:. Q o % 9,998 S.F.;°'"'. i-„ \ �`�a.,\,,r„, >, .'' .\ c '� .,it*' /:'‘' . j •'•. fir,. r.0 N :.:- NUMBER DISTANCE I .�''' x� \`; ''!a ' 6f.80' -I- ' Ll N 88.42I48° E 4389NC a �:y <'U, r.,' i^ \ .., \ S 88'42'48'E S 8 ',fiv £ OF • a, 4,-\"'> , S&r.12'48'£ - - a'" :` t5.12.16.:E • \°�' ,, �-N 1.1r12'E .,. 'rN:, .,:tad' ,07 ::,,t y,,i.'� \�. k*. --C11 50.00' 'i+ ',f"f Rye ';:.. •� -1 4389' R r" •%`' "'T%� i>• <,t. 1 ¢ Z ACCESS AND (- - I _--h_, - �T rti 'c^ 9 ;;+' , UTILITY 10' --{ if.tg. »1 ` EASEMENT FOR PEDESTRIAN L- J N t. 7 gu 2f ''',I Wc, LOTS 8 R 9 PATH R�7H07 \ ;:.. ',,:';.w1-` '''' m LOT 9 n .4''a...-77'iJ "AL N. , �,:'. �:,_' LOT 8 4i 11,233 SF ' 7 r"i: •4j .,,p,, •::u.4 ,,, g 13,962 SF w OWNER/DEVELOPER LAND SURVEYOR _s '�I q>• '"^ �'''N, `''' ® 1. RR Sul+lrnitt NW LLC DALE HERRIGSTAD PLS ' 2 3 a s PO BOX 319 4320 WHISTLE LAKE ROAD n \ `ti \ ,,. i 30 NGPE B1/fFEIP SEE PUT o I- l J. J t��' "�4 ;'' ''''', `\ D1n° �2 , x ANACORTES, WA 98221 ANACORTES, WA 98221 4; ;{ ' t .t. , ...1446' W 127.0f N 89'f446" W 83.00 BLACK 360-293-7431 360-299-8804 ::. 4., �� Si'`' 10000' _J• • r 20 r 7 1 T';•,I. 44, 9 19 18 77 76 PW n tT Y, '' °'a �s GRAPHIC SCALE #03-037-DE Y, "'' SHEET 4 OF 4 `''` tr. 25 0 25 50 100 "' -- - ( IN FEET ) DWN BY: DKH HERRIGSTAD ENGINEERING & SURVEYING SCALE: NOTED 1 inch =50 ft. DATE: SEPT 2017 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 JOB 2015-146 Y0 torm Water Minimum Requirements #2• k LSME [1 W ENGINEERING DEPARTMENT 904 6th Street Anacortes,WA 98221 1891 ' ' .MAY 0�8 2019 www.anacorteswa.gov co : DIY OF ANACORTES Official Use Only: (Information to Inspectors) Required Storm Water Facility and other related requirements: ,e t I(214 SEE) 'l2tzt....sfUr- 'E • e>Cte_l, arrNPS gcz t2c5 i3r n p 'T y•1 , Po r ebv--ST• S bI loS• - 'DE.f'ka22 em,. to u 5 IIL MALT-vEN-a) : t'r- eJ rr 9 oc NyR Project Address: 3938 Rock Ridge Parkway Submittal Date: May 3, 2019 Parcel Number: P133956 Revision Number: 1st Submittal Permit Number: BLD-2019- bZg3 Acceptance Date (COA): e6•10•19 Reviewer: LA, FRONT OF REPORT acer.11- Submittal Checklist: i ' o TAB 1 - Drainage Analysis- Minimum Requirement#2 `" % o APPENDIX 1 - Survey performed by a Professional Land Surveyor o APPENDIX 2 - Model Soil Management Plan for BMP T5.13 o APPENDIX 3 - Determining Construction Site Sediment Damage Potential (Appendix 7) o APPENDIX 4 - Site Plan with all applicable information (Minimum Size 11x17 -30 scale) o APPENDIX 5 - Documented Site Photos (North, South, East and West) Project Description: (What is it you are looking to do? Provide details regarding, but not limited to, Lot SF, Home SF, New and Replaced Hard Surface) Construction of a new 3,519 SF home on a 11,233 SF lot. The new and hard replaced surface is 3,738 sq.ft. for the house and deck with an additional 1,526 sq.ft. in driveway and 830 in sidewalk and steps. This is a total of 6,094 sq.ft. 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 was developed under Rock Ridge Phase 4, which had all the appropriate permits and has been accepted by the City of Anacortes City Council and recorded. The site is sloping mostly from south to north within home site. The average sloping grade is around 15%. This site is part of a Common Plan of Development. The development had the detention pond upsized for flow control for both Rock Ridge Phase 4 and 5. This was accepted April 12, 2018. The report is part of the recorded subdivision and covered Minimum Requirements 1, 3, 4, 5, 6, 7, 8 and 9 for each lot. Therefore, this project is submitting Minimum Requirement 2 only. A soils analysis was not done for this site since it is solid rock and is identified as impervious surface. 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. Construction Sequencing: (Note: sequence may not fall in this order, but close) o Installation of Erosion and Sedimentation BMP's. o Minor rock excavation work to ensure compliance with required BMP's under Minimum Requirement 5 and 6. o Installation of the footings and foundations. 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 Developed Conditions Summary: (Additionally, to be shown on the site plan. Identify cut and fill areas, proposed slopes of all hard surfaces , proposed contours) Proposed slopes on hard surfaces are showing. Site plan is showing proposed grade. Cut and fill dependent on how much rock needs to be chipped out. 1%0 Site Sediment Transport Score: 1Total Points • '\Low) (See Determining Construction Site Sediment Damage Potential (Appendix 7) Complete the Applicability Requirements — Flow Chart(Figure 1-2.4.1 Attached, Figure 1-2.4.2 Attached) - Highlight the path and attach DOE Stormwater Management Manual Minimum Requirements: (MR#1 to MR#9 only). Refer to the 2012 Department of Ecology Manual, as amended in 2014 for further required information. Start Here 1 Does the site have 35% Yes See Redevelopment Minimum or more of existing ► Requirements and Flow Chart impervious coverage? (Figure 1-2.4.2). 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? \ No 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 7,000 through #5 apply to the new ' Yes square feet or greater? and replaced hard surfaces and the land disturbed. No ac• Fb,- uP 2i2 = ei11 a Sb SF Fat_ 0Et(-1 Minimum Requirement#2 Lst" II-, r2 - 4 applies. r'r1-1 t' c do•l®. t °I o. � Figure I-2.4.1 Flow Chart for Determining Requirements for Mi New Development DEPARTMENT OF Revised June 2015 ECOLOGYPlease see http.//www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. TAB 1 (MINIMUM REQUIREMENT#2) • 1-2.5.2 Minimum Requirement#2—Construction Stormwater Pollution Prevention Plan (SWPP) - All projects are required to complete Minimum Requirement 2. - Refer to the 13 Elements of the SWPP (See document below, complete and attach) - See attached Table 4.1.1, Table 4.2.1 and Table - Provide Engineering Calculations as an attachment for Sediment Ponds\Traps, Diversions, Waterways and Runoff/Stormwater Detention Calculations. See attached 13 Elements of a Construciton SWPPP. The Site Plan will be added to the Appendix 4. BMP C162 Scheduling: Construction Sequencing: (Note: sequence may not fall in this order, but close) o Installation of Erosion and Sedimentation BMP's. o Minor rock excavation work to ensure compliance with required BMP's under Minimum Requirement 5 and 6. o Installation of the footings and foundations. o Construction of the home. o Connection of the utilities to the home. o Installation of MR#5 required BMP's Table 4.1.1 Source Control BMP's by SWPPP Element Element Element#2 Element 45 Element 416 Element$9 Element fill Element#12 Element#13 Preserve Establish Protect Low BMP or Element Name Stabilize Protect Control M al n ta n Manage the VegatationiM ask Construction sous slopes pollutants Bmps Project Impact Clearino Limits Access Bev elormvent BMP C101: Preserving Natural Vegetation BMP C102:Buffer Zones BMP C103:High Visibility Plastic or Metal Fence BMP C105: Stabilized Construction Entrance Exit BMP C106: Wheel Wash BMP C107: Construction RoadlPaddng Area Stabilization BMP C120:Temporary and Pernment V Seeding • BMP C121: Mulching V 1 BMP C122:, Nets and Blankets BMP C123: Plastic Covering I BMP C124: -Sodding BMP C125: Topsoiling I Composting V BMP C126: Polyacrylatride for Soil Erosion Protection BMP C130: Surface Roughening BMP C131: Gradient Terraces V BMP C140: Dust Control BMP C150: Materials On Hand BlAP C151: Concrete Handling BMP C152: Sawcutting and Surfacing Pollution Prevention BMP C153: Material Delivery, Storage and C-ontainmnt BMP C154: Concrete hout Area V BMP C160: Certified Erosion and V !III Sediment Control Lead BMP C162:Scheduling i Table 4 . 2 . 1 Runoff Conveyance and Treatment BMP ' s by SWPPP Element •"' . •.. v,'• 4!q • . 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(/�/GY� ,,,"/ , u ,<.� ,4,. _ .. ., ,. 4, ,,, „ � ,•,, .- ,- , �.utt,t...u/,.....,u4.,,/./t, /ii/ l! t ,i / wit 7 5. //l, /,motes/, woravergit��ssfuos440 4,4i4ms!/�f.(lll // .. 4FH4�N{M'iit46N414N4Nun 41444144N+fNN, /1.t4'4`%.cv,U4t/4(it"wn,+F,N4N4,i4fdS4Y /4`3/44S4 4i'441�.t!H44Fi44si444(44441$444444t4444u4,,.K,/..4.(,,,44( .Siftiogau '/Ad v,44F' surv,,vl.M4�N4.Fs!!444t(/.br z 4 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 Above from 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: Robert and Elsebeth Mockos Site Address: 3938 Rock Ridge Parkway Prepared By: Jim Sykora and updated by Steven Lange (COA) The Stormwater checklist or building permit determined that: ❑ The 13 elements must be addressed ❑ These elements must be addressed for construction activity adding under for construction activity adding 2,000 2,000 sq. ft. of hard surface area. sq. ft. 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. 'amp GZ33 -51L'(' FeiAte Yam+,-/, b.NAW `51176. Site was cleared in approximately 2010 prior to the construction of Rock Ridge Phase IV being constructed. Under a Clear and Grade permit for Rock Ridge Phase IV, under brush and alder trees that had grown in the last 7 years was cleared off the lot. ELEMENT 2: Establish Construction Access ❑ Limit construction vehicle access and exit to one route, if possible. ❑ 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. ❑ 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. ❑ Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. We will utilize BMP C107 Construction RoadlParking Area Stabilization. The installation and maintenance specifications are attached to the 13 Elements. 6}-620 DIZAV i w 1T14 1-cf' D "l A r ILL Be 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. Since the site is solid rock with a layer of soil on top of the rock, The site will utilize BMP C162 Scheduling to help with flow control. Gutters will be installed with temporary downspouts to the gutter downspout piping to convey any potential increase in runoff away from the site. The project will utilize existing BMP C233 Silt Fence along the west, north, and east boundary. Additionally, the project will utilize BMP C212 Mulching along the north boundary, along with BMP C235 Wattles at the steeper slope to the street. 100 Percent of the site naturally discharges to the west and north. 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. ❑ 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 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. ❑ 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. ❑ 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. The sediment controls have been identified on the site plan and are included in Appendix 4 of this report. BMP's that will be on-site for additional protection are:BMP C235 Straw Wattles,43MP=e240 TernporarrSedimentlWrirn-e-cessarA. Bent' c27)-3 - Stvr Drilp ►21 • t lv h .K. �rnP G23S- 54,.„, BvrIP U2 -' Sllc Lci1/4 wL, 6.2 7c�- strew\ o t-I Ler 4-)c,�J ELEMENT 5: Stabilize Soils ❑ 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. ❑ 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. ❑ Minimize the disturbance of steep slopes. ❑ Minimize soil compaction and, unless infeasible, preserve topsoil. Exposed stock piles will be covered with BMP C123 Plastic Covering and other exposed areas with BMP C121 Mulching. 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). ❑ 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. ❑ 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. The Natural Discharge location will be protected by BMP C233 Silt Fence. 61.117 131,n P G23s' w riLE6• 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). 111 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. Inlets will be protecting using BMP C220. A Supplement detail will WSDOT Standard Detail 1-40.20-00 Storm Drain Inlet Protection since DOE does not have an equivalent detail to use. ELEMENT 8: Stabilize Channels and Outlets ❑ Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: *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. The Natural Discharge location will be protected by BMP C233 Silt Fence. 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. ❑ 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. All chemicals, liquid products, petroleum products, solvents and other potentially environmental hazardous products will be locked in the site job trailer, BMP C154 Concrete Washout Area will be utilized. A Concrete Washout area has been installed within the Rock Ridge Phase IV and V subdivision. No fueling or oil changes are being performed on-site. Contractor will be required to have a Spill Kit on-site that is accessible by all workers on the project. 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 of water quality standards for turbidity. The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. Site is solid rock. No Dewatering is anticipated 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. See Element 3 above for additional BMP's that will be on hand for additional runoff measures. BMP's will be reviewed and inspected daily and revised accordingly. 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. ❑ 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: 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. Since this lot is part of a Common Plan of Development a qualified CESCL will be on-site. A sign will be posted on-site with a name and 24-hour number. ELEMENT 13: Protect Low Impact Development BMPS ❑ If implementing any bioretention facilities or rain gardens, refer to the applicable BMP sections of the Manual for requirements. There is no Low Impact Development BMP's proposed with this project. Original was signed by Jim Sykora. Revision provided by COA using notes from the original. Icrivv144.' j'A&914 Applicant Signature Date S > $ - i 4 TAB 2 (MINIMUM REQUIREMENT#5) • Minimum Requirement#5—On-site Stormwater Management 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.orq/pdf/Soil BMP Manual.pdf See Appendix for the "Model Soil Management Plan for BMP T5.13" to be submitted with Drainage Report and Application Material. PLAT OF ROCK RIDGE SOUTH PHASE , • 'I NW 1/4, SEC. 26, 'T*P 35N, RNG. 1 E, W.M. ..�' '+7 ,,at Amami 1 TRACT A M ,r /s "' I dFAtr007}D / / r ' a 4 T ,ya1 1 PHASE 3 :://' oe< ° r• "/I ''/ 1w10N tS €N CAE ! C1R, r- ak :Vitt ' �� 4s EX AND CAR FLS ,21.68 OR AS NOTED, I 3- 37. tor f h`,�// �,} Elk +�AR1 t CR2 2" TOTAL SfATkt. + 1 .58t Sr �,' .4 / / OF CLOSURMONE MEETS WA H STA'1EMENTS WERE VISITED, ON 3SSUURV Y3S►'ANDARDS. b .' A 4 ., r' f �, ' •ir / _�: P MEMO: swaveo Fact suer MAW a� . A� f �Y 1 h .� / '4 / 01240094. r,: SE t4NONF'iiT. I I OT 2 • `. �`'� ,/ /�' �4 4 R S' PIiO AhtO F+i AT CC1N3J#1Iq�lS #2 Ff�6? 1 1 t> 1 SEFBACEt I 14$81644 '--, 11,80 S , i ' . ./ r e�` 3^�. 1. W LJ?tt�i3 SDK UNE. 30 00 51_,.. .. 4/ ../A --N.1#040'"if k ( ; S' L I a ; 4:1 / 5 , I ) 4., s s,„,.r 14... 43 / / i: ..k''''"%'44;\ •k,m '''' LOT / •/* 4. /` . I .2 SF i�ti �1 ;�. �� ���� X t ::i / / /'c for t0 /. � ¢ CURVE TABLE CO i 1 _« w ! ' JIM / w `�� RADIUS ARC LENGTH DELTA ANGLE 13 J X / / / ti.�� .\ � CS 2"d5 0O' 209 67' S3"23'31' �. 3 /p1 �. ~\ �'>:Y a 3AQAD' 136,56' 78'14'35• 1 �.: / / • / A•11 w. y`� > C3 250,00' ''c2 'i' 5'11':35' ' " LOT 4 / / / ti i :.ti� ,<%'* ' ,,.a M�a�0 C4 MOO' 58,50' 13'24'8'.54 J �F` t 10J0 sr / J/f tor J t ,,; cS 250,00' %1.50' 13.24'26' 1 L' Cs 250.0Q 00,46 P0316"29 / '� / / r ,�;, C7 2�.fD' 4.e5' O 7OE/39' • _ —1 S�Vs''1'/22,0J' E Cl ; .3 , C8 mat 37,70' 17"16'51.' ® nor .. '4 ''' C9 moo- 3I 3" 14'21'1E' x .. t ` i e ��u' ` CIO tes,o0' 3O1W 13•47'37' j 4, �'' `� 1 or C11 125,O0' 34.96' 16 Q1'20c t r � C122 125,Q0' 26.64' 1G•47'31• N r 1 LOT C13 ' Sr29• 23'34.30' LOT 3 1 1 1 s� ` $S92 �.. TRACTG C14 �00D0' &85R' es-2243v y. �^ " ^. �� t0,54 SF 1 I ay n' C1.5 200,00' 1:`n50' 4'26'25' ® --— 1 t f jai; t b c16 75 142.rE2' 7a•i+}'3?' 1 . t ....-k \ .- ' cc 4 d4sallir i,T7k5 7.. \ 1 1 ' 9,0 •• sr; 1 ENE TABLE ,' R(� 1 /((/1/) COT d �'° 1 Y > fi ® �^."'`... `V \ .A' h Wall' .yi ; ., N / 44998 s"c�r• /' \ ,'` ' a- Niil43E R SEARING DISTANCE •. 1 ,•\ t Sl lf0—-I—a� L3 N S8•42.48" E 43.59' © e , ... .. 4f t77E' i . � T 1''~ Ct2 ' j Y i Jd° q,r, fAS3$I NT FOR Ammo 1 1 1 1 1-- i - •► ° ; LOTS �@ 8 AA1Et I 1 1 ! +w rs i , \.1\ t \ 's LOT 8 m fuss 3 1~ '• 17WNERJDEVELEIPE1� LAND SURVEY 1R ,•.9 4.t �` t L ��^, ® I 1 1 t RR Summit* NW LLC DALE HERR1G TAD PLS • L` t ► 1 ! a PO BOX 319 4 p WHISTLE LAKE ROAD 0 .....„„as:::::: ‘,„ , �N , 3d' tsar i ° .i. _ -1 _ �1_ WA 82 1 ANACORTES, WA 98221 ANACORTES, r c�;\ . ....`\• r�t`Efs� I27$r' N119'J+J'14°waxon' — -- —.-.� BLOCK 3 1�-� 9 — 14.3i 3�at3� 9-8 4 u GRAPHIC SCALEPW e a1""`03 F `-- SSfB'S2 OF 4 DEV Z 44.9r �yt1 3Qti w c FEET UW11 BY: IIKH H AD ENGINEERING & SURVEYING SCALE: NOTED W 1 inch m 80 ft 0. 1M 117 4320 Whist* Was Rncd, Armortea, 1^11i 98221 (360) 299--8604 409 2015-148 APPENDIX 2 — Model Soil Management Plan for BMP T5.13 Note: Document is provided under Minimum Requirement 5 in this document 02-25-19 Deferred Submittal to the Building Department. PROJECT INFORMATION "Model Soil Management Plan for BMP T5.13" age# of pages Complete all information on page 1;only site address and permit number on additional pages. Site Address/Lot No.: Permit Type: Permit Number: Permit Holder: Phone: Mailing Address: Contact Person: Phone: Plan Prepared By: ATTACHMENTS REQUIRED(Check off required 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 Soil test results(required if proposing custom amendment rates) Product test results for proposed amendments AREA# (should match Area#on Site Plan) PLANTING TYPE Turf Undisturbed native vegetation Planting Beds Other: SQUARE FOOTAGE OF THIS AREA: square feet SCARIFICATION inches(depth)of scarification needed to achieve finished total 12"loosened depth. Subsoil will be scarified PRE-APPROVED inches of compost or imported topsoil applied AMENDMENT METHOD: X 3_1 (conversion factor, inches to cubic yards) PRODUCT: Topsoil import =cu.yards per 1,000 sq.ft. Amend with compost X ,000s sq.ft.in this area Stockpile and amend =cubic yards of amendment ——>——> QUANTITY: 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_1 Amend =cu.yards/1,000 sq.ft. Stockpile and amend X ,000s sq.ft.in this area ( cu.yds.stockpiled) =cubic yards of amendment ——>——>—> QUANTITY: CU.YDS. MULCH ,000 sq.ft. PRODUCT: X 6.2 (conversion, to give 2 inch mulch depth) cubic yards of mulch ->-->->->—*-> QUANTITY: CU.YDS. TOTAL AMENDMENT/TOPSOIL/MULCH FOR ALL AREAS(complete on page 1 only, totaling all areas/pages in this Plan) ❑ Product#1: ❑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(except mulch,or<35:1 for native plants) "stable"(yes/no) ❑ Product#3: ❑Quantity: cu.yds. ❑ Test Results: %organic matter C:N ratio<25:1(except mulch,or<35:1 for native plants) "stable"(yes/no) Date: Inspector: Approved: Revisions Required: Date: Inspector: Approved: Revisions Required: APPENDIX 3— 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 Identification 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. STEP 2— Hydraulic Nearness Assessment 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 ._ 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. t 5(P 14=vba IS Construction Site Sediment Transport Potential Worksheet A. Existing slope of site (average, weighted by aerial extent): Points 2% or less ...0 >2-5% 5 >5-10% 4111 >10-15% 30 >15% 50 B. Site Area to be cleared and/or graded: <5,000 sq. ft 0 5,000 sq. ft. — 1 acre 41) >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 0 Hydrologic soil group B Hydrologic soil group C S 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 VGM GC, SC soils L, CL, MH, CH soils 40 F. Surface or Groundwater entering site identified and intercepted): Yes 0 No 25 G. Depth of cut or height of fill >10 feet: Yes 25 No 0� H. Clearing and grading will occur in the wet season (October 1 — May 1): Yes 50 No TOTAL POINTS >100 S`,, 1 If no surface or groundwater enters site, give 0 points. APPENDIX 4— Site Plan with all applicable information (Minimum Size 11x17 at a legible scale) . • . •• . - .. it.t\i(N7/ . 01.-.1..11:::::!!-, N. J.SYKORAc,GPBD eoti5'i�vcilt AcCG bon? e..loS\Cio'� / ‘ \ -` ` OFNCYUY CNTRNCt. M ItVCWIDTH Ua0'PC/[ T T �` ewor qN,o�. / . 1" -'-20' U.N.O. • /.- (4)Ai -"-- / AP a%I 5 / 414 (o a/ C,t 5-3,1 q <2> i2,1sAp e.z20- 3ThetY1 1}-1Le-r i:;12- 1-1 . ,,,,,- A' .,. . , G .,. . 1 ,,,,,,- Erf---ir> PL,Pvi-J k-Ate . `2,o-co , , 7 • / L.I. A. 1=6 Fij 1. V\ I , = 4: YY‘ : C, t 24 - 0tv L o t7.. .. i 1. , //4/.f4l)0/ ® -, _ a',$' }- gyp..C.-,‘,Sp- o 6...-..e-,„.' ......•....* ..... .../....4.'...—../. --_i.—__4__/____/•,-/ /".... /,. ,//4 ,/"/: . ..".7. �� = fl$' CIS - 'Ce�.►C.• fN�5 / �-. - . ..v. ,i /�' /�, vq�\ d•' �� 8 ✓• '• ® �� PNT6RHLYrI( "-, 1 Cs2 t• 1 '4 • �' ` �C mil• .. /- •�� :t1 ,•C" e... f'+�1.ZJ' 1 aj ) C .,_ ii,__. • / ) :•'‘Y :"' ,... - i ..--' 114 ,.: ; . . .. .. ... .. , / i. x, ,4 OZa (�� .. . "�"�,�� ' .�:"'�` 1' , 'gyp rriv , o '(< ^ ' -- - -\-- • 11 9 -''g 1 . R , :rd./. 2.---V/ri ® \ ` PINISH FLOOR 4D9.00' / J Kr. ,,,,. ,, -ll r. O tii ;,�,• ,' lY 0 46 �I�U1 ri„,!...i: „ in� I 11(41/ - i t7- / . I off/ .;(... :til I j A y OF AN lCY/'���p..�±T \‘- i / -.,4':-. . 5F1R• -.. ,:tv /) ' • • F. • I • I \..). i• „/'•'-'..,' ''',:::..::•:•7 4 4:r, /„, ,„,11 . _.,. c.)i .5cfcr,' • 8 1', I , . . .,7,4( . -1),0.,.„. ..,,,,-. ;:,.,..;:::..L.,... Li Lu, 0 0. .,' 0 , . ....... ...... ,,......,,,...... ,.... ....i. '?'2 ...., forwarLiirmai, \ l' '_. ••,-,--- ,rY .4‘,..:''•,::. / • ,,, , V i I;i ' 04 Ill . '' /f\ ,-\\ ‘,09 .i::,...-.•• •• ./ �.' �._ ` �' TIC . ,. / ( ::,/ ,SP 4P ".. / / -' ',It* 11\• 7/1 2 N L.1,1 Q, 0 8 0 /al ` T; "OIINCYIAY _I ' Q-. Z • ; .9•tl71 MIT. / \ � ' IV i ':II V' 0gym.. 1 ' / / • A." I0 / + 7 Ili; r • + CI: Pisde Y 5 L c` I ( / FINISH FLOOR n 4D1.00' r'i : / p I •t: .. 6�b � Cla I'll az i -;% ( � fi LOT INFOi M,�TIDN ¢�" 6�6 + '/ c@1J9 ^�•.`` �` f / OWNS ROI RTAND EL5)rBETH MOGK05 A \. »•P 11 �` �- �` _ ji 'I I I ADDRE55:3'1S ROOK RIDGE PARKWAY j 1 -�,,,_ ----,-�,,.•- ,,/ -yam — 4_� / '-" . f ,. ill /'. -i yr —`( �' � ,' PARCEL# 933g56 ,YQCJ� J -. --. _.. .. r r �.. rw w� .r. .. . .,.... J °B / .... . �sx LOT 9 - 3958 . .• I/ PE LOT SIZE:11,2�3 SQ.FT. 0 l r233 Sr MAX 6UILDING COVERAGE(35ao):,;;:c16351 SQ.PT. OWNER APPROVALACTUALBUILPINC'COVERAGE = Q.FT. - . - 4 minx.,. / HOUSE IMPERVIOUS:3,138 SQ,FT.(ROOF AND DEGK) PAGE: / DRIVEWAY IMPERVIOUS:1,526 SQ,PT. l SIDEWALK&STEPS IMPERVIOUS:630 SQ.FT. OF: L i,-t 11i, I I TOTAL IMPFRRVIOIin.h 044,O FT. • . . bdi . 9• !* e. ' ; 9 Li 5t ,,fs! , 4 : : r I , 0 en 'Vi 111 ' J„ :� , O. , ,t�d�' l;l . ~ '+w f� • �i/� 1y a 4 op r° v - 1 `Jv • 006.6. • • 41 i I Y _. � IL ITV , ' .._ J • t . .. M1,• 9y i S } 1. -k _ w ii: ' 1 V \ y V V lVl HVJ/ n _ _ -- . - I l -� Yi,� �•^'�' •1 �1 f LET 1/ :i K1 'la _ • ii. o 0 A 4 :�i s ?. : I} J _ 15,1 CO ife r ; 1 t ,dr. i , �- 1k••• 1 • "et � � - ih ...Tr • '/T - _ r 7� h •f 1.• ? � J • J 7..• / / f S11 • J. , 4•0 Ni' • ./ - .r • � a - Z` CY i•4• , ,Iia`ti6•' •Y1y. - " \ �: r a O 1 j A ,,i i ., . k ; ; .Al it,. „ _ 0 3:` a/ N i a 4 Ia + , 8 elf"a 1 • • { —L • - • la r.` hi • • XM VI ji 1 `ale Ili ••f 'IrT Ilie 'rIv��'al ; '�1 'l r, y ,'- • I• "Iv Y \ `I • � �a O , i • _ � a 3 • ,1t • y,, . fit AO •�\ * gat. 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Z 4 �� • ( •, p, y •�' • �, j. ♦ t ' -•A' 1 •1�,`��'/. .I r '" ,r•'yy Ji �. \\\ , �• • CI Tom' 11 w'ltYAc.- •• `� , , t ' • i _ TS , �f: ••1' r � 1 .' ♦ Z^•Y , .4 • ��p�,, . , ' + �yp_�~ ' • f! `• ` ii, L'•�• • • • • � . � , , \ , \ 1 , k�. " v w '"fll I '�I : 1 � 1::::04":41:111 :::::::::%:.** mr: • ). "\ 11;•,‘.... y ;1 ' •. •S*- • ' .w�• -• J ' 11 1 l il „• O • k • . Yl ; �• • r ' '?:Ij , fill al •4�.: 1 \ 7 • 6 r y < u 4. /{�!�}p� ja ��.� .1„+ ` • .Y ': ..d . '� �a 7 ?��yi• : :. • I \ av a R+ '�`;.a • �. . 1 i�i • • 't , ' '-.• J t, r 1 • ` 1 . - , '` • ' r ; {. � • i }_t`C+� . • • .� ' 3 '\ 4iiici a } I �. ` u' F ... � 1 ,M •� . ..1 ." I !�? 1 ..i°`�\, t 1 P "b it i /4' hi. '.F r _ I'y 2 • L ';� 1 C i • s. t ArgilF 1; • II 1 . r y �' � q q arl • - • F r .r3 •. ' 4 . - �Y {r �- a. fir 1 - K i , • r i X 1 r, PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT PLAN REVISION /ADDITIONAL INFORMATION COVER SHEET Mailing Address: P.O. Box 547, Anacortes, WA 98221 r( Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 299-1984, Fax: (360) 293-1938 Please use this form to submit revisions or additional information to your permit application. Permit/Project#: Date: 8-9-19 Project Name: Mockos Residence Project Address: 3938 Rock Ridge Parkway Project Contact: Jason Sterling Company Name: Strandberg Construction Inc Contact Phone: 360-293-7431 Contact Email: jasons@strandbergconstruction.com Has the permit been issued yet? 0 Yes 0 No All revisions must be either clouded or highlighted &wet stamped by an architect/engineer(if applicable). Has this been done? 8 Yes 0 No Is the plan revision or additional information, in response to a plan review letter? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required. !:I, , G ;j ��? • ,1 No,the revision or additional information is initiated by the applicant, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional information: Adding a retaining wall to the outside of the house. Should not affect any of the previously reviewed building design. Are you submitting a full replacement 0 Yes 0 No If not,what page# or title is being replaced: 11x17 3-page pack. Site plan @ house, Floor plan, 3D views. Two full sized copies of all revised/additional information is required. Has this been done? El Yes 0 No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. O Site Plan 0 Building Plans 0 Structural Plan ❑ Landscape Plan 0 Parking Plan 0 Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist 0 Wetland Report O Geotechnical Report 0 Storm Drainage Analysis 0 TESC Plan O Civil Plan 0 Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan 0 Survey (Boundary/Topographic) O Mechanical Plan 0 Plumbing Plan 0 Other: — _T FENCE — Ni N N• N• N N N \ • N. N• N • N N. • N. N. N X N I N N Nib q120 i N N 414VZ N N N\/ b 9 q23, ,, N.s. ..› Act 4 \ N. / N. „ '0°,j, N. N4... N. ' l'Ab., CP N • 8 \ .. o Q N ,, o , , c • /i/N . .• . z 0 17•. ...... 111' e ... . . _ , , _ .. ..... Q112. . ..... e o 3/4 3 o .. ,., . 1117 - N. I:7 \\. - • , 411111%111* . ...... ` , A • .... ` D s ` n�A c; -,,I, : . ..• .._ 0 iiisi.... . , . r61-4 4: CD/ Aid* .... • ,-.N . , W:- ` r r-- 41� 41 J.. .... 4 if ,,,..„,,,,,,,,,,, ,..,,, ,,,.......„,,,, ,,--, c„..___.„ ,...„ ) r... 0-,_, K..„......._.,.,„....„ , o -0 r : % * , ...., , • 1 v ----0 2 0 y 4/ . 33 . ir.s: CD C Z ' O Om rk \ . 73 o N z °� 2 A7 GI --I ...N. a..... % 1 ; 2 o 1. 0 Ak - :_, irli MP! Z rn 112 6-44 A , . ,, 11 2 PROJECT I CLIENT INFO BUILDER INFO: m / MAILING ADDRESS: A SITE PLAN MOGKOS RESIDENCE P.O. GORTES WP 98221 p PHONE:. 338 ROCK RIDGE PARAY, St rand be r�00 - 4 ZO THE MID MAT TTIOT BE BE0.DESIGNS.NOTES AN IN WHOLE OR IN PRIOEMENTS SHOWN ON THIS O MINGARMISSIODENTIAL N OP '/11CCS DESIGNg O \> STRANDBERO CONSTRUCTIONNCG500MIIOS NOTEDAS PRRT ELIMINARY,ARY,SCHEMAIIC.AND E EXPRESS WRITTEN OR CONCEPT CONTAIN ANACORTES 1NA 98221 IYY {— NFORMATION THAT OFC CONCEPTUAL ALN ORMATIONOROOFIN RMATIONSCNEEX� OCCLNMFORACCUWLY E u .0u.strandbergconstruction.com FILE:SMmm.ry CanrNWSGNCNESIHN 10CBMOARHDUFIRTM000DS-II X Ills.. PRINTED:Friday.August 9,2019 Iry III M■ co ff mill c 1 1/4" = 1' U.N.O. z el LL mi Q Ill I N. 8-9-19 RI 0. NOTE: USE STANDARD FOUNDATION DETAILS im 4'- 10" 5'-2" / FOUND IN PLAN SET ON PAGE A4 FOR RETAINING arm _• B YVALL DESIGN SPECIFICATIONS. (1)o ID 9 C . 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W in W CONSTRUCTED LATER vcK a w E' CZ I- W NI v o (.: . . . : ' : , .. . - r IL Vcc, Q :. `_ __ T. . . ` Kr .4z) 8SV4 SIMPSON 1NS1N 1 1 •• • I 11 _ 2 -o - / EXTERIOR HARDSG>4PE - SLAB OR PAVERS M. I , \\' o - , p 1ill15 H gefi �- -I- ' 6.H` - -CONCRETE COLUMN 88GW t,i5 • I iii A4 r1II . u ii nig! • MIN 8" THICK FOOTING - - Ana 44 ° ° "4 ° ° ° . N- a d 1N/ #4 REBAR @ q" O.G. E.1N. CONCRETE WALL FOR Iç_ 2' 31I2" j' 3'-0" 1 -0 2'-b" -2 b'-0" 0-b � � < ° ° 4 ° 4 a ° ° 4 ° DECK JOISTS SUPPORT 11 I � Wa- °d ° ° ° ° e 4 ° ° a ° ° d ° ° ° �-� 4'-On I 1 Via+€ „ ° e e a ° ° 4 4 ° 4 ° 88GW-CONCRETE WALL TO BEAR 85W I r I - i d° 4 8 °° ° ° a ° 4 v4 2'-0" -�/ k, WALL: USE CIF CONCRETE WALL, SIZE PER ARCH. 85W TO BEAR - I �� =� g ° ° ° a ° 4 ° ° ° DIRECTLY ON TOP OF THIS. _ 20H _ LI28H 5 < E_ e ° a e ° ° RO as ° °° 4 4 ° d ° e A WALL REBAR: U5E TWO MATS OF MIN.,#5 AT 12"OG, EACH WAY, EACH I OYINERAPPROVAL A4 0 4 MAT 3 FROM FACE OF WALL. ° ° ° d 4 4° A ° 4 ° 4 ° °° 4 °° d ° u - m INITIAL: ° ° ° A ° A a ° d ° ° e° ° VERTICAL REBAR SHALL EXTEND TO BOTTOM FOOTING REBAR AND 5 I I - 5 _ I I PAGE: o Q ° e ° e a ° TERMINATE WITH A 6"BEND. 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