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Permit File BLD-2019-0529 3943 Rock Ridge Parkway (2)
Z 4 City of Anacortes G Invoice/Permit#: BLD-2019-0529 904 6th Street l Applied date: 08/09/2019 ` "s P.O.Box 547 Issue date: 08/26/2019 Anacortes, WA 98221-0547 -43111021r4/1-- (360) 293 1901 Expire date: 02/21/2021 Job Address: 3943 ROCK RIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New SFR Owner: ROBIN NEUMAN REVOCABLE TRUST Contractor: STRANDBERG CONSTRUCTION Address: Address: PO BOX 319 ANACORTES WA 98221-0319 Phone: Phone: (360) 293-7431 License#: General Information: Fees: Occupancy Group it-1 Plan Application Fee 200.00 #of Clothes Washers 1 Building Permit Fee 4,962.75 #of Bedrooms 4 Plan Review Fee 3,225.79 Lot Area 11941 Mechanical Permit Fees 129.05 1st Floor Square Footage 1900 Plumbing Permit Fee 202.00 2nd Floor Square Footage 1938 State Building Code Fee Resi 6.50 Garage Square Footage 533 Sewer Inspection Fee 50.00 Deck Square Footage 1837 Storm Drain GFC-Residential 1,646.69 #of Water Heaters 1 Sewer GFC-Residential 9,774.75 #of Stories 2 Park Impact Fee 615.00 Traffic Impact Fee 2,730.77 Stove,Appliance 1 Building Valuation 863100 Non Sprinklered SFR Fire Fee 447.11 #of Air Conditioning Units 1 Additional Plan Check 55.00 #of Bathtubs 1 Total Calculated: 24,045.41 #of Clothes Dryers 1 Deposits/Receipts: 200.00 #of Dishwashers 1 #of Gas Fireplace 1 Total Due: 23,845.41 #of Gas Piping 4 #of Gas Water Heaters<= 100k 1 #of Water Piping 4 #of Hose Bibbs 6 #of Kitchen Sinks 1 #of Lavatories 5 #of Range Hoods#o 'it ao 1d 1 nsp...- BLD-2019-0529-2019 1 ia3nrla Br... 10/02/2019 01:24PM 1 # tvA id{ itEl al CONSTRUCTION 6 o t48s le Family Residence Permit 3 raymcnt Amount: 28,099.19 Transaction Amount: 28,099.49 CHECK: 038263 ' 81 Y 9 904 6 City of Anacortes Invoice/Permit#: BLD-2019-0529 th Street 904 47 x Applied date: 08/09/2019 Issue date: 08/26/2019 : ` 0 Anacortes, WA 98221-0547'-,4-11111011014,7 Expire date: 02/21/2021 _� (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 ANY OTHER STATE OR LcCAL LAW REGULATIN CONSTRUCTION R THE PERFORMANCE OF CONSTRUCTION. A n SIGNATURE OF O NER OR AUTHORIZED AG N ISSUE Y 8- 4 City of Anacortes Invoice/Permit#: BLD-2019-0529 904 6th Street Applied date: 08/09/2019 `"" P.O.Box 547 Issue date: <y`, 0 Anacortes, WA 98221-0547 '` r =' (360) 293-1901 Expire date: 02/04/2021 Job Address: 3943 ROCK RIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES WA agetr Project: 9'�SZZ/ APN: Remarks: New SFR Owner: ROBIN NEUMAN REVOCABLE TRUST Contractor: STRANDBERG CONSTRUCTION Address: Address: PO BOX 319 ANACORTES WA 98221-0319 Phone: Phone: (360)293-7431 License#: General Information: Fees: Occupancy Group it-1 Plan Application Fee 200.00 Building Valuation 863100 Building Permit Fee 4,962.75 Plan Review Fee 3,225.79 State Building Code Fee Resi 6.50 Sewer Inspection Fee 50.00 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: 23,659.36 Deposits/Receipts: 0.00 Total Due: 23,659.36 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 Permits and Insp... BLD-2019-0529 - 2019 019312-0016 Carla Br... 08/0912019 04:09PM 3459 - STRANDBERG CONSTRUCTION BLD-2019-0529 Single Family Residence Permit Payment Amount: 200.00 Transaction Amount: 200.00 CHECK: 038006 , Site Ad c. ress 3f3 61y, p k Pkwy I- roj ecL LTV 6FR.. Building Permit # _ _ _ _.,;��•y .,;.__ ,'��r*�.` -_ �F_.' _. J r _-- - __-mar—_,�=+ �� ---ar_.� _ram - _„, .. i .-� . .,�+ L`�a _4 ice_-.._�� _ yi-1� _ Jam_-�:e%' _''----.rr.' ':_s `s�� - --{�- _. �_�r _ - �..,+r�=-+�-�-ma's _ �� c�. -_-�-. __ __,yr- ��_ r �a--�---r_ �_- --'-_.i_�.c._ © - .G'�� ._'�i�.. 'a:=r_=�=__..�A.-�++►_ _ate�__ -_=-�+J'_• -- _ _ r�T,—. G._ ,—. '-_ --- '-- .„..„s ram.______-,- _ -e 1Y ti-r��a --i....,..- _ -^..^iTC- 7+:-SF� �L'T+�'''''_� _ J► 1 Tit.:Y f SA�F ♦� wit � 1� II Building 1. 1 1 I f , = , lg 1r --- -- _9 _ _ ; , i . . , __ , _ __ ___ _._ ._ , , , , , ; , . . . , , , ,, . , ___ , . , , _ _____, , • , • , • , , , , . _ .4 , __ '-S 22.....„ 1 Cl ::::22 1 rl g (C............., f\c)c) oi eme-- ----.--- 1 • - - I I I 1 , I 1 . ) , 65- 51"'I' er ft4n Tizir (eine/L-1 • 1 ��a)f1 i;11r?tar /949 1 1 9T- --f ( I • iel , g e-C ! „d, _ _ i --- I Fire . 1 1 ker � ep [ PeTc �ra ; ngrroJeot n' l - ' eLai P an ev \ , 3Lp 0524 ,T Y o PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT APPLICATION Mailing Address:P.O. Box 547, Anacortes, WA 98221 �'q Office Location: 904 6th Street,Anacortes WA 98821 Phone: (360) 293-1901, Fax: (360)293-1938 AUG 0.9 2019 PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Parcel(s)#: P134315 3943 ROCK RIDGE PARKWAY,ANACORTES,WA 98221 Subdivision/Lot#: Project Valuation: $ 863,100 LOT 4, PLAT OF ROCK RIDGE SOUTH PHASE 5 APPLICANT: Phone:360-293-7431 Fax: Strandberg Construction, Inc Address(Street,City,State,Zip): E-Mail Address: jasons@strandbergconstruction.com 2018 R Ave,Anacortes,WA 98221 PROPERTY OWNER: Phone: Fax: NEUMAN REVOCABLE TRUST Address(Street,City,State,Zip): E-Mail Address: 3943 ROCK RIDGE PARKWAY,ANACORTES,WA 98221 CONTACT PERSON: Phone:360 293-7431 ' Fax: Jason Sterling-Strandberg Construction Address(Street,City,State,Zip): E-Mail Address: jasons@strandbergconstruction.com 2018 R Ave,Anacortes,WA 98221 LENDING AGENCY: Phone: Fax: Address(Street, City,State,Zip): E-Mail Address: CONTRACTOR:* Phone:360 293 7431 Fax: Strandberg Construction, Inc Address(Street,City,State,Zip): E-Mail Address: P.O.Box 319,Anacortes WA 98221 *All License#: Exp.Date:02/02/20 All Contractors&Subcontractors must have a valid City of Anacortes STRANCIO2OCC business license prior to doing work in the City. Contact the City's Business License#: Exp.Date:12/31/2019 Finance Department at(360)299-1968. 601839950 PROPOSED WORK: New Construction of Single Family Residence PROPOSED NEW SQUARE FOOTAGE: Basement SQ': Finished Basement: ❑ Unfinished Basement ❑ 1st Floor SQ': 1,900 SF Garage/Carport SQ': 533 SF/191 SF-STORAGE 2t`d Floor SQ': 1,938 SF Deck/Covered Porch/Patio SQ':1,837 SF Fire Sprinkler: Yes ElNo ❑ Lot Area SQ': 11,941 SF Is construction associated with an accessory dwelling unit? Yes ❑ No ❑✓ 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: Jason Sterling Owner El Agent ❑ (specify): Designer Signature: Date: © / 7/ Z O I' ' Page 1 of 3 IMPERVIOUS SURFACE AREA: Existing Impervious SQ':491 SF New Impervious SQ': 05SF Total Disturbed Land/Soil SQ': 11,941 SF Total Proposed:Coy•& Cut:yfNYd3 Fill:IZOYd3 New hard surfaces(pervious&impervious),3;r5 F Land converted from native vegetation to lawn or landscaping SQ't®g/s SF Land converted from native vegetation to pasture SQ': 0 MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: Other#: 0 Gas Water Heater: #: 1 Location(s): 1 it Heat Pump: Elec#: Other#: 0 Air Conditioning: Elec#: 1 Other#: 1 Boiler: Gas#: Elec#: Other#: BTUs: . 0 Exhaust Fans: Bath#: 5 Laundry#: 1 Other#: 6 1 Range Hood: #: 1 Location(s):KITCHEN 1 Fireplace: Gas#: 1 Elec#: Other:#: Location(s): 1 J Clothes Dryer:/Duct: Gas#: 1 Elec#: Other:#: Location(s): 1 4/ Stove/Range/Oven: Gas#: 1 Elec#: Other:#: Location(s): 1 Range Hood: Location(s): KITCHEN - Gas Outlet(s): #: 4 Location(s): 4 Other: #: Location(s): 0 TOTAL OUTLETS: 16 PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): 3 ? Refrigerator water supply(for water/ice dispenser): 1 V Kitchen Sink: 1 P Pressure Reduction Valve/Pressure Regulator: 1 ✓/ Utility Sink: 1 J Water Service Line: 1 Tub: 1 Water Piping: 1 ,1 Hand Sink: 5 Clothes Washer: 1 Shower: 2 ✓ Electric Water Heater: Tank-less? Yes O No ❑ 1 Dishwasher: 1 / Backflow Prevention Device: Hose Bib: - 6 TOTAL OUTLETS: TOTAL OUTLETS: 6 Page 2 of 3 1� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT PLAN REVISION /ADDITIONAL INFORMATION COVER SHEET �2 Mailing Address: P.O. Box 547, Anacortes, WA 98221 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#: BLD-2019-0529 Date: 08/27/2019 Project Name: Neuman Residence Project Address: 3943 Rock Ridge Pkwy 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? El Yes IE No All revisions must be either clouded or highlighted &wet stamped by an architect/engineer(if applicable). Has this been done? U 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. 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: Removed radiant floors, changed chimney, changed window operation, added door, took off closet on porch, removed columns on 2nd floor deck in front. The main change is that the deck over living area had to be changed to 4x8 joists to keep it from dropping down into the ceiling. The engineers also had the deck framing at that point showing incorrectly, it has been corrected. The removal of the radiant floors chanaed the buildina heiahts. so that info has been corrected on all oaaes. 0 Are you submitting a full replacement 0 Yes Q No If not,what page#or title is being replaced: Two full sized copies of all revised /additional information is required. Has this been done? © Yes 0 No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. El Site Plan El Building Plans El Structural Plan ❑ Landscape Plan 0 Parking Plan El Tree Preservation Plan ❑ Arborist Report ❑ SEPA checklist El Wetland Report 0 Geotechnical Report 0 Storm Drainage Analysis 0 TESC Plan El Civil Plan ❑ Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan 0 Survey(Boundary/Topographic) O Mechanical Plan El Plumbing Plan 0 Other: 2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies 6 ; w i f a� t�P ify ,AH6O2O19 r' ,1 1, 1 Neuman - 3943 Rock Ridge Parkway,Anacortes, WA 98221 , PARCEL# P134315 MAIN FLOOR: 1,900 SF . : • . :Missing vertical Glazing Information. : : . BASEMENT FLOOR: 1,936 SF : : : : : UPPER FLOOR: . ' • :• :* E. COP Y Conditioned Floor Area 3,836 Component Performance, R occupancies Code Target Values Proposed Design Area UA Area UA Doors U = 0.300 432 130 432 121 Overhead Glazing U = 0.500 0 0 0 0 Vertical Glazing U = 0.300 575 173 618 167 Flat/Vaulted Ceilings U = 0.026 1,891 49 1,891 51 Wall (above grade) U = 0.056 3,455 193 3,412 136 Floors U = 0.029 1,891 55 1,891 43 Slab on Grade F = 0.540 0 0 0 0 Below Grade Wall U = 0.042 0 0 0 0 Below Grade Slab F = 0.570 0 0 0 0 Target UA Total 600 Proposed UA Total 519 Target Credits from Table 406.2 3.5 Proposed Credits from 3.5 Table 406.2 If the Proposed UA_< the Target UA, and the Proposed Credits from Table 406.2 are >those required in Section R406.2, then the home meets the 2015 WSEC. Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA D01 c°del o V Custom 0.28 1 6 ° 8 ° 48 13 D02 Cade► V Custom 0.28 4 3 ° 8 ° 96 27 D03 cad-D.., V Custom 0.28 1 6 ° 8 ° 48 13 D04 codeIWthrV Custom 0.28 2 3 ° 8 ° 48 13 D05 =adel V Custom 0.28 2 12 ° 8 ° 192 54 V 0 0.00 0 0 V 0 0.00 0 0 Sum of Area and UA 432 121 Overhead Glazing: Plan Component Glazing Width Height ID : Description Ref. U Qt. Feet inch Feet Inch Area UA v 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 • 0 0.00 0 0 V 0 0.00 0 0 Sum of Area and UA 0 0 Copyright 2013, WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies Vertical Glazing Plan Component Glazing Width Height ID . .Description Ref. U Qt. Feet Inch Feet Inch Area UA W01 Milgard Montecito V 0 0.27 1 2 6 4 6 11 3 W02 Milgard Montecito V 0 0.27 1 2 6 5 ° 13 3 W03 Milgard Montecito V 0 0.27 1 2 6 5 ° 13 3 W04 Milgard Montecito V 0 0.27 1 2 6 6 6 16 4 W05 Milgard Montecito V 0 0.27 2 1 10 3 2 12 3 W06 Milgard Montecito V 0 0.27 2 1 10 3 7 13 4 W07 Milgard Montecito V 0 0.27 1 2 0 3 2 6 2 W08 Milgard Montecito V 0 0.27 1 2 0 3 7 7 2 W09 Milgard Montecito V 0 0.27 1 2 2 3 2 7 2 W10 Milgard Montecito V 0 0.27 1 2 2 3 7 8 2 W11 0 0.27 1 2 3 6 2 Milgard Montecito 0 2 W 1 2 Milgard Montecito V 0 0.27 1 2 0 3 7 7 2 W 13 Milgard Montecito V 0 0.27 2 1 10 3 2 12 3 W 14 Milgard Montecito V 0 0.27 2 1 1° 3 7 13 4 W15 Milgard Montecito V 0 0.27 1 2 6 5 0 13 3 W16 Milgard Montecito V 0 0,27 1 2 6 5 ° 13 3 W 17 Milgard Montecito V 0 0.27 1 2 6 5 0 13 3 W 18 Milgard Montecito V 0 0.27 1 2 6 5 ° 13 3 W i g Milgard Montecito V 0 0.27 1 3 ° 5 ° 15 4 W20 Milgard Montecito V 0 0.27 1 3 0 5 0 15 4 W21 Milgard Montecito V 0 0.27 1 3 ° 5 ° 15 4 W22 Milgard Montecito V 0 0.27 1 2 8 5 ° 13 4 W23 Milgard Montecito V 0 0.27 1 2 8 2 3 6 2 W24 Milgard Montecito V 0 0.27 1 3 3 5 ° 16 4 W25 Milgard Montecito V 0 0.27 1 3 3 2 3 7 2 W26 Milgard Montecito --- 0 0.27 1 3 3 5 0 16 4 W27 Milgard Montecito V 0 0.27 1 3 3 2 3 7 2 -------------- W28 Milgard Montecito V 0 0.27 1 2 8 5 ° 13 4 W29 Milgard Montecito V 0 0.27 1 2 8 2 3 6 2 W30 Milgard Montecito V 0 0.27 2 2 ° 5 0 20 5 W31 Milgard Montecito V 0 0.27 2 2 0 2 3 9 2 W32 Milgard Montecito V 0 0.27 1 3 0 5 0 15 4 W33 Milgard Montecito - _ V 0 0.27 1 3 0 5 0 15 4 W34 Milgard Montecito. V 0 0.27 1 3 ° 5 ° 15 4 W35 Milgard Montecito V 0 0.27 1 2 6 3 6 9 2 W36 Milgard Montecito V 0 0.27 1 2 6 3 6 9 2 W37 Milgard Montecito V 0 0.27 1 2 0 5 0 10 3 W38 Milgard Montecito V 0 0.27 1 2 ° 2 3 5 1 W39 Milgard Montecito V 0 0.27 3 2 6 5 ° 38 10 W40 Milgard Montecito V 0 0.27 3 2 6 2 3 17 5 W41 Milgard Montecito V 0 0.27 1 2 ° 5 ° 10 3 W42 Milgard Montecito _ _ -- V 0 0.27 1 2 ° 2 3 5 1 W43 Milgard Montecito V 0 0.27 1 2 6 5 ° 13 3 W44 Milgard Montecito V 0 0.27 1 2 6 5 ° 13 3 W45 Milgard Montecito V 0 0.27 1I 13 3 W46 Milgard Montecito V 0 0.27 1 2 6 5 0 13 3 W47- Milgard Montecito V 0 0.27 1 4 ° 4 ° 16 4 W51 Milgard Montecito V 0 0.27 1 2 0 6 0 12 3 W52- Milgard Montecito V 0 0.27 1 4 ° 4 ° 16 4 W56 Milgard Mo tes V 0 0.27 1 5 ° 5 ° 25 7 -- --- - _ V 0 0.00 0 0 V 0 lit 0 0 v 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 Sum of Area and UA 618 167 Glazing Area Weighted U 0.270 Coovriaht 2013. WSUEEPIO-009(Version 111 Copied by❑e.rmissinn frnm Washinntnn States I Inivarcit, Pvta,ricinn Fnornv Prnnrnm Icon,-,,r,,,rint,+ rnefrir,+i„r,c,\ 2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies FIatlVaulted Ceilings Plan Component Attic ID Description Ref. U Area UA R38 batt Vault vented 2x14 16oc V 10-7 0.027 1,417 38 Manufactured Trusses W/R-49 Blown V Custom 0.027 474 13 V 0 0.000 0 V 0 0.000 0 Sum of Area and UA 1,891 51 Walls (Above Grade) Plan Component Wall ID Description Ref. U Net Area UA 2x6 Wall With R-21 Insulation V Custom__ 0.040 3,412 13.6 V 0 I 0.000 0 V 0 0.000 0 V 0 0.000 0 Sum of Area and UA 3,412 136 Floor(over crawl or exterior) Plan Component • : Floor ID Description Ref. U Area UA 117/8"Joists With R-38 Batt V Custom 0.023 1,891 43 V 0 0.000 0 V 0 0.000 0 V 0 0.000 0 Sum of Area and UA 1,891 43 Slab on Grade (less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA 0 0.000 0 0 0.000 0 0 0.000 0 .. 0 0.000 0 • Sum of Area and UA 0 J Below Grade Walls and Slabs Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length UA V 0 0.000 0.0 0.000 0 1r 0 0.000 0.0 0.000 0 V 0 0.000 0.0 0.000 0 V 0 0.000 0.0 0.000 0 Sum of Area, Length and UA 0 0.0 0 0 • (r,n,,rinht 9f 1 l \A/CI II lP1 fLf CtQ/\larcinn 11\ (`nniari by narmiceinn from 1Ahchinn+nn C404a I Inivarcif,,Gv4ancinn Cnarrni Drnnrom /cna r.nr,,r,,h+reo+rir.+ir,nr,l 2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies Table R406.2 Summary Opt. Description Credit(s) la Efficient Building Envelope la 0.5 El 0.5 1 b Efficient Building Envelope 1 b 1.0 ❑ 1 c Efficient Building Envelope 1 c 2.0 ❑ 1d Efficient Building Envelope Id 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 El 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 El 1.0 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 El 4 High Efficiency HVAC Distribution System 1.0 El 5a Efficient Water Heating 5a 0.5 ❑ 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 (] 1.5 5d Efficient Water heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 kWh El Total Credits 3.5 *Please refer to Table R406.2 for complete option descriptions Copyright 2013, WSUEEP10-009 (Version 11)Copied by permission from Washinaton State University Extension Enerav Proaram (see coovriaht restrictinnsl CO (1/4 *. XI 0 , I V...... • L/ �, CD C cr • O ; Pam■ y }" ri• r - lP i .4. �l \ V 1 j 1 L s I r i lit /8111411114 • 0 _ O C Qz z > F 0 CD. a wu, r 1 :t 1 Ion 1 14:01 1-*:Puil Ill< et 1 , ' CO r1- l ti �M s4 k ---;pi 0 oi.). a 1 al MCP CD CD w min • • (12. g n 00 , , , (D ,, r , . , 1/ /Yorty, $ ‘ tV Nr, Cr • a) co o.) (A) II "j/ma' -I , faI.Ci a tgw%C0ri1.r<DiMiIutFsSl 1 r rr • Ns11 iI ti:) U°.:P x70Oa2mD a)3 . .. • fi f ., . N ' 1 hi i . CoW �/� . ^ 4r. N * d ` ' - i • 0 0I r 1tv lii ^T ` - a , O c ti.) a _I co w ....... i i . , . c - T a) , (D -I ma CDi Sp C i9 St.) ! ra 1 - • g ips 3 rwri , . W. I r it, X > xi cn i ; • 0 * CD n CD C 1� 'N < n < c' P P C Jr � . RI _. • Imo s� • hi r = ii) W rile "INC .T \ Y C iJ1 bill CD 111111 a) —3 I til >4 c I ..o Z R , , . , . , , , i fig o 01141 r .=3- 91111111% a 5:::: " 1 R A .• 4.1 it Z 6 m ot 4 t • • c. r I ;11° `^ N _ s . l Vof • �Y P ,,,r}ba�r�c, ii rt- Z ga ,- • • C1 i 0 in ii N ` , ,�. 11. a I Fi t; I t R .,, e -a direr ,1 1.1 CAD z cit =1- 4 cE \00 ciP) • 0o Vs.) Z It N 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 3,836 SF home on a 11,941 SF lot. The new and hard replaced surface is 3674.19 sq.ft. for the house and deck with an additional 1,810 sq.ft. in driveway. This is a total of 5,895 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 5, 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 center to east and west sides of lot. The average sloping grade is around 21.47%. 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 proposed final grade plan is showing proposed grade and slopes. Cut and fill dependent on how much rock needs to be chipped out, but general a general cut and fill calc. has been given. Site Sediment Transport Score: >100 Total Points (High\Low) (See Appendix 4 - Determining Construction Site Sediment Damage Potential (Appendix 7) Version Date: December 19, 2018 Drainage Basin (2007 Storm Comp Plan — City website\publicworks\engineering\comprehensive plans): What Drainage Basin are you in? G8 Identify any downstream drainage issues (Storm Comp Plan: Yes, Identified If so, describe: Problem Area#13—Oakes Avenue and Georgia Avenue Problem:A natural depression exists on a parcel that will soon be developed. A pipe drains the depression to the north side of Oakes Avenue. Solution: Install a trash rack like that described for Area#5 to keep pipe inlet clear of debris. Response: The natural depression was filled in revising the natural drainage path for this parcel insofar as raising the elevation. The natural discharge is still at the same location. This issue has been resolved with development and does not affect this project. Problem Area#28—Kansas Avenue and West 6th Street Problem:A shallow manhole is located at the intersection. Solution: The City has preliminary plans for the new storm system in this area. The new system will divert existing flows to Illinios Avenue. The downstream system should be analyzed for capacity. Version Date: December 19, 2018 Start Here Does the site have 35% Yes See Redevelopment Minimum or more of existing Requirements and Flow Chart impervious coverage' (Figure I-2.4.2). No Does the project convert 34 acres or more of vegetation to Does the project re .awn or landscaped areas. c 5.000 square feet, c No convert 2 5 acres or more of greater. of new plus • native vegetation to past replaced hard sw' - No Yes 4 Yes Does the project result in 2.0uC T square feet, or greater. of new All Minimum Requirements replaced hard surface are:, apply to the new and replaced hard surfaces and converted Yes No vegetation areas_ Does the project have lams 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 T Minimum Requirement #2 applies Figure 1-2.4. 1 Flow Chart for Determining Requirements for New Development _PARTMENT OF Revised ECOLOGY Please see ntrp.Avww ecy.*a.govKooyrgn!.,hrr►,l for c pyrtgnt iotice including permissions, state of was^ingtc- rlltatror arllaolltty, version uate: uecemoer .i y zu i o TAB 2 (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. The site was developed under Rock Ridge Phase 5, 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 center to east and west sides of lot. The average sloping grade is around 33%. 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. 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 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 Version Date: December 19, 2018 Table 4.1.1 Source Control BMP's by SWPPP Element Version Date: December 19, 2018 Element #1 Element #2 Element #13 Element #5 Element #6 Element #9 Element#11 Element #12 BMP or Element Name Preserve Establish Stabilize Protect Control Maintain Manage the Protect Low Vegetation/Mark Construction Soils Slopes Pollutants BF.1Ps Project Impact C learinq Limits Access Development BMP C101: Preserving Natural Vegetation ✓ BMP C102: Buffer Zones V V BMP C103: High Visibility Plastic or Metal ✓ ✓ Fence BMP C105: Stabilized Construction ✓ Entrance / Exit BMP C106: Wheel Wash ✓ BMP C107: Construction Road/Parking Area Stabilization BMP C120: Temporary and Permanent ✓ ✓ Seeding BMP C121: Mulching ✓ ✓ BMP C122: Nets and Blankets ✓ ✓ BMP C123: Plastic Covering ✓ BMP C124: Sodding ✓ BMP C125: Topsoiling /Composting ✓ BMP C126: Polyacrylarride for Soil Erosion ✓ Protection BMP C130: Surface Roughening ✓ ✓ BLIP C131: Gradient Terraces ✓ V BMP C140: Dust Control V BLIP C150: Materials On Hand V ✓ BMP C151: Concrete Handling ✓ BMP C 152: Sawcutting and Surfacing Pollution Prevention BMP C153: Material Delivery. Storage and V Containment BMP C154: Concrete Washout Area ✓ BMP C160: Certified Erosion and Sediment Control Lead BMP C162: Scheduling V Table 4.2.E Runoff Conveyance and Treatment BMP's by SWPPP Element Verson Date: December 19, 2018 Berneat 161 Set":""sa' Gleamed(i13 Elemerd A ElementAB Element i? Element Element 7t10 ksstall Stabilize Gleamed Low DMP or Element Name Control Protect Protect Control Control De-Sedirnent _ Chew Flow Rates Slopes Drain Inlets OutletsPaiutants Watering ?e IControls and rstopanent Bair C200: hlerceplor Die mad Swale ✓ ✓ BRIP C201: Grass-Lried Channels ✓ BRIP C202:Channel Lining ✓ mWIP C200: Water Bars ✓ ✓ • BRAP C204: Pipe Slope Drains ✓ DMP C206: Subaarfam chins ✓ BIMP C206: Level Spreader ✓ BMP C20T: Check Dana ✓ ✓ BMP CIO& Triangular Sit 011ie 1Geollealle !named Check Deng ✓ ✓ BMP C206: Outlet Prolectios ✓ BMP C228: Store,Drain Inlet Protection ✓ BMP C231: Brush Barrier ./ ✓ BMP C23t Drivel Filler Bean ✓ BMP C23x Sit Fence ./ ✓ BMP C234: YSQelalsd 9trlp ✓ 1 ✓ BMP C23& Wattles ✓ BMP C23&Vegltslhre Filtration ✓ BMP C2N0: Sodkeant Trap ✓ ✓ BMP C241: Temporary SetMneM Pared ✓ ✓ -.— 1 BMP C23O Construction Slormasler Chemical Treatment ✓ BMP C261:Construction Stoinaeatsr ✓ FINratiom 8MP C252 High pH MsutrrBestlon Using ✓ CO2 I SNIP C253:pH Carteret for High pH Writer ✓ 13 Elements of SWPPP Version Date: December 19, 2018 (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: Robin Neuman Site Address: 3943 Rock Ridge Parkway Prepared By: Jason Sterling 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. Site was cleared in approximately 2010 prior to the construction of Rock Ridge Phase V being constructed. Under a Clear and Grade permit for Rock Ridge Phase V, under brush and alder trees that had grown in the last 7 years was cleared off the lot. ELEMENT 2: Establish Construction Access LI 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 RoadhParking Area Stabilization. The installation and maintenance specifications are attached to the 13 Elements. Version Date: December 19, 2018 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 west, north and east boundaries, along with BMP C235 Wattles if necessary. The lot slopes mostly towards the east and some towards the north and west. If BMP C240 is necessary, the proposed location will be in the east portion of the lot, near bottom of slope. This BMP will need to be designed and reviewed by the COA prior to implementation. 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, BMP C240 Temporary Sediment Trap (if necessary). 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. Version Date: December 19, 2018 ❑ 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. ELEMENT 7: Protect Drain Inlets ❑ Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). ❑ Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the Version Date: December 19, 2018 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: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above. ❑ Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches at the outlets of all conveyance systems. ❑ The best method for stabilizing channels is to completely line the channel with a blanket product first, then add check dams as necessary to function as an anchor and to slow the flow of water. 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. Version Date: December 19, 2018 ❑ 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 Version Date: December 19, 2018 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. gle, /2_a( Applicant Sig atu're Date Version Date: December 19, 2018 BMP C107: Construction Road/Parking Area Stabilization Purpose Stabilizing subdivision roads, parking areas, and other on-site vehicle transportation routes immediately after grading reduces erosion caused by construction traffic or runoff. Conditions of Use Roads or parking areas shall be stabilized wherever they are constructed, whether permanent or temporary, for use by construction traffic. • High Visibility Fencing (see BMP C103: High Visibility Fence) shall be installed, if necessary, to limit the access of vehicles to only those roads and parking areas that are stabilized. Design and Installation Specifications • On areas that will receive asphalt as part of the project, install the first lift as soon as possible. • A 6-inch depth of 2- to 4-inch crushed rock, gravel base, or crushed surfacing base course shall be applied immediately after grading or utility installation. A 4-inch course of asphalt treated base (ATB) may also be used, or the road/parking area may be paved. It may also be possible to use cement or calcium chloride for soil stabilization. If cement or cement kiln dust is used for roadbase stabilization, pH monitoring and BMPs (BMP C252: High pH Neutralization Using CO2 and BMP C253: pH Control for High pH Water) are necessary to evaluate and minimize the effects on stormwater. If the area will not be used for permanent roads, parking areas, or structures, a 6-inch depth of hog fuel may also be used, but this is likely to require more maintenance. Whenever possible, construction roads and parking areas shall be placed on a firm, compacted subgrade. • Temporary road gradients shall not exceed 15 percent. Roadways shall be carefully graded to drain. Drainage ditches shall be provided on each side of the roadway in the case of a crowned section, or on one side in the case of a super-elevated section. Drainage ditches shall be directed to a sediment control BMP. • Rather than relying on ditches, it may also be possible to grade the road so that runoff sheet- flows into a heavily vegetated area with a well-developed topsoil. Landscaped areas are not adequate. If this area has at least 50 feet of vegetation that water can flow through, then it is generally preferable to use the vegetation to treat runoff, rather than a sediment pond or trap. Version Date: December 19, 2018 The 50 feet shall not include wetlands or their buffers. If runoff is allowed to sheetflow through adjacent vegetated areas, it is vital to design the roadways and parking areas so that no concentrated runoff is created. • Storm drain inlets shall be protected to prevent sediment-laden water entering the storm drain system (see BMP C220: Storm Drain Inlet Protection). Maintenance Standards Inspect stabilized areas regularly, especially after large storm events. Crushed rock, gravel base, etc., shall be added as required to maintain a stable driving surface and to stabilize any areas that have eroded. Following construction, these areas shall be restored to pre-construction condition or better to prevent future erosion. Perform street cleaning at the end of each day or more often if necessary. Version Date: December 19, 2018 TAB 5 (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 below for the "Model Soil Management Plan for BMP T5.13" to be submitted with Drainage Report and Application Material. Version Date: December 19, 2018 APPENDIX 1 — Survey performed by a Professional Land Surveyor Version Date: December 19, 2018 --- - - , .._ -y p LAT OF FHASF AUDITORS CERTIFICATE ® DSOUTH AUDITORS FOR RECORD THIS DAY OF , N NW �q RNG. 3 AT 2 - MINUIES PAST in O'C 'K A.M. P.M. 1/2 OF 1/4'9 SEC. 269 TWP35 9 ltl�NG o 1 2 g WoDif e. UNDER AUDITOR'S FILE N0. 201 :0:7-24(,)Cs2-i` . RECORDS OF SKAGiT COUNTY, WASHINGTON. !J . _ -t•. GENERAL INFORMATION SKAGIT COUNTY TREASURERS CERTIFICATE DEDICATION DiT f f , ) DEPUTY AUDITOR 1. Assessor's Account No.s 6046-000-999-0000, P133961. �, I certify that all taxes heretofore levied and which hove become a lien upon the 2. Description and exception Information is from the lands herein described have been fully paid and discharged according to the KNOW ALL PEOPLE BY THESE PRESENTS the we, the undersigned owners of Subdivision Guarantee, Certificate No: 620034130, dated March records of my office, up to and including the year of 20 I g . interest in the land hereby short subdivided, hereby declare this plat to be the 23, 2018. o S graphic representation of the short subdivision made hereby, and do hereby 3. This property is SUBJECT TO and TOGETHER WITH /5'j i,, r \s<eT° ke.44 dedicate to the use of the public forever all streets and aenues not show as easements, reservations, restrictions, covenants and other Certified this day of _._., , 20 I$ . ewe C'o private hereon and dedicate the use thereof for all instruments of record including but not limited to those r' 47 o public purposes not instruments referred to in the Subdivision Guarantee inconsistent with the use thereof for public highway purposes, and also the right C7u �✓ .+ _ o to make all necessary elopes for cuts and fills upon the lots shown thereon in referenced under Note 2 above. Said report lists documents Skagit pounty Treasure ,�� �,��rr the original reasonable grading of said streets, and avenues, and further recorded under Auditors File Number 200203250231 (Plat of � r • dedicate to the use of the public all the easements and tracts shown on this 1 Rock Ridge West), AF #200203140025 (CC&Rs), AF 4 sEu d` plat for all public purposes as indicated thereon, includingbut not limited to } 200204260193 (CC&Rs, rerecording of Af # 200203140025), CITY OF ANACORTES APPROVALS ofIMash��� arks, open space,putlities and drainage unless such eaements or tracts are AF #200202280226 (Easement over portion of Phase 1 of the , specifically identified on this plat as being dedicated or conveyed to a person or Plat of Rock Ridge South), AF #200203220149 (Easement Examined approved thi /� day of f.7�r/e-/ 20 /� entity other than the public in which case we do hereby dedicate such streets, 1 over portion of Phase 1 of the Plat of Rock Ridge South), / easements, or tracts to the person or entity identified and for the purpose AF #200607110101 (10' wide PSE easement superseded by stated. the Plat of Rock Ridge South Phases 1 & 2 recorded under Further the undersigned owners of the land hereby subdivided waive for , City Engineer themselves, their heirs and assigns and any person or entity deriving title for AF #200701240094), AF #200610200103 (Avigation Easement), the undersigned, any and all claims for damages against the City of Anacortes, i AF #200701240094 (Plat of Rock Ridge South Phases 1 & 2 its successors and assigns to which may be occasioned by the establishment, and AF #200701250133 Affidavit of minor correction), AF \--i �`� 20� construction, or maintenance of roads and/or drainage systems within this and AF 1250001 (CC&Rs), 201004210064davito (Access & Utility Examined and approved this day of r subdivision other than claims resulting from inadequate maintenance by the City easement to be released at the recording of this Plat Phase — of Anacortes. 4), Af #201 7020601 1 3 (10' wide PSE easement superseded Further the undersigned owners of the land hereby subdivided agree for by the recording of this Plat), AF #201 71 1 060065 (CC&Rs), Signature of Planning Director themselves, their heirs and assigned to indemnify and hold the City of AF #201711060066 (CC&Rs) and Deed of Trust under AF Anacortes, its successors and assigns, harmless from any damage, including any #201611100086 (Skagit Bank). costs of defense, claimed by persons within or without this subdivision to have 4. Residential Low(S Density (R2). been caused by alterations of the ground surface, vegetation, drainage, or 5. Water Supply: City of Anacortes. surface or subsurface water flows within this subdivision or by establishment, 6. Sewer Disposal: City of Anacortes construction or mai tenance of the roads within this subdivision. This subdivision, de ication, waiver of claims and agreement to hold harmless is 7. Storm Sewer: City of AnacortesX X made with the consent and in accordance with the desires of said owners. LEGAL DESCRIPTION Lot G, PLAT OF ROCK RIDGE SOUTH, PHASE 4, according to Ki \ ,...„„...--_---- plat thereof, recorded 201711060065, records of Skagit RR SUMMIT NW C County, Washington.Situated in Skagit County, Washington. 26 s5-4.--4-4L)-vi p< 5 v p SKAGiT STATE BANK State of Washington County of Skagit • es k ` c;:' ' /� }k 1I (j ). I certify that I know of have satisfactory evidence that I\`+`,.`� `(,A'I., A..1 signed this instrument, on oath stated that (he/she/) (was/are) authorized to ex ute the instrument and acknowledged it as the I4,{'AAA('Pl-"-- of RR SUMMIT NW LLC to be the free and NOTES voluntary act of such party for the uses and purposes mentioned in the instrument. 1. Subject to Declaration of Covenants, Conditions, SECTION 26, TOWNSHIP 35 N, RNG 1 EAST mentior\ed Given under m hand and official seal this day of jl,l�,l 20 ,C.) Restrictions, (CC&R's), recorded under; Notary Public I ` and for )th-; State of Washington , i �. State of Washington .e VLOW./.1 t I I I r g Name printed , itiIVn II [VI 1;1iG� _� :2C/E;�?l a 1Uv.3�+ County of Skagit }� +��,,��A '�IAFN . . I certify that I know of have satisfactory evidence that ` •��1 l 1� t Residing at U . -- t i et o signed this Instrument, on oath stated that (he/s e/) (was/are) authorized to execute-the My commissions expires ^ I lot%%mufti,,,�� /'uL� i, I m instrument and acknowledged it as the \ of $910N�'c t s. 1, SKAGIT STATE BANK to be the free and voluntary act of such party for the uses and s o.ff'AMA's':° purposes mentioned in the instrument. . . z Given under my hand and official seal this 11 day of�Ll LI , 20...ass.. se. „TA, , ,PtrauC .0 v IIIIIIMMIM Notary Public and, for the�S�taate of{ hWashi�nggton . F s.w, •'Ls ' �1 r te1 y �r 6/ l bh coon PnmNot3ry�Public b '-.1 � � Name printed t ; NOL7ryPubllc S "�,w ,g ``'� Itkei. _ ` ,y App.., Smto o Washington q(D Residing at y -•-�Ir'le5 .Rres OtltPr2022! ��N u �� a SURVEYORS CERTIFICATE My commissions expires 1— tr'o' ��v*A.- yvvvv 4 I hereby certify that the Plat of Rock Ridge South Phase 5 is 3JU1'Put'tttt+,++�J't1IER�,/t�untntt,� =(tJ based upon an actual survey and subdivision performed by me v of wksh,, tS`� F- m u, or under my supervision of Section 26, Township 35 North, 2 cT . ,'r, rc.' ) [ .� r Range 1 East, W.M.; the plot is a true and correct q ri .�00 c representation of the land actually surveyed; that the courses LAND SURVEYOR , rp�r ' / t J` , y= �,'� � N„ and distances are shown correctly on the ground; and that I OWNER/DEVELOPER a .g.478 r I have complied with the provisions of the statutes and platting DALE HERRIGSTAD PLS q ,--.� -N m regulations and that permanent control monuments have been RR BOX t NW LLC 4320 WHISTLE LAKE ROAD ��` "�� established at each and every controlling corner of the parcel PO BOX 319 4320WHISTLE WA 98221 %'' °i �rotnnmtmtmuuntuttetna rntuunrturtn`` of land being subdivided. ANACORTES, WA 98221 ANACORTES, (6:112 360-293-7431 360-299-8804 7 —Id-�Olg DALE K. HERRIGSTAD, P.L.S. dlk #O3037 -'t1V Certificate No. 27 07 l � SHEET I OF 4 Date VL.`r I 6, ZD 1 OWN BY: DKH HERRIGST " 1 ENGINEERING k SURVEYING SCALE: NOTED DATE: JULY 2018 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 I JOB 2015-146 1°. PLAT OF RO l':'' I� GE S 0 UT y„. -�� PHASE 5 er NW rn !Lr/ '9 SEC. 26, FrwP 35N, R6VYbla E, TV 0 o CO a I d N. N PLAT CONDITIONS : All parcels within the subdivision are subject to the "Findings of Fact and (25) Each phase, as constructed and recorded, shall have all necessary UTILITY and ACCESS EASEMENTS N. i Conclusion of Law" as adopted by the Anacortes City Council on the July improvements (roads, utilities, fire protection, etc.) in place and accepted 1. An easement is hereby reserved for and conveyed to the CiTY OF ANACORTES, 0 N 4 19, 2004. The following Conditions were required to be identified on the prior to that phase recording. PUGET SOUND ENERGY INC.(A.F. NO. 201702060113, superceeded by the e er face of the Plat. (26) A heavy maintenance truck access road (15 foot width) shall be recording of this Plat), FRONTIER COMMUNICATIONS TELEPHONE COMPANY, NO provided to all utility structures not located in the right—of—way. CASCADE NATURAL GAS COMPANY, AND COMCAST CABLE TELEVISION COMPANY and 9 (FF #7) The lots in this subdivision are subject to applicable water, sewer, (27) Pedestrian access tracts shall be public, surfaced, and fenced (per their respective successors and assigns under and upon the front ten (10) feet, and stormwater general facility and hookup fees and transportation, fire, Parks Director approved design) prior to that phase recording. or as shown on the plat, of front boundary lines all lots, tracts and spaces and park impact fees. These fees ore payable at levels in effect at the (28) Tract A shall be privately maintained by a Homeowners Association. within the plot lying parallel with and adjoining all public street(s), as shown on 1 time of building permit issuance and may differ from those fee levels (29) The 4 acres of wetland habitat adjacent to the ACFL (Tract B) shall the plat, in which to construct, operate, maintain, repair, replace and enlarge currently in effect; sewer and water latecomer charges may be payable. be subject to a conservation easement administered by on established underground pipes, conduits, cables and wires all necessary or convenient locally based land trust. underground or ground mounted appurtenances thereto for the purpose of THE FOLLOWING CONDITIONS ARE TO BE RECORDED WITH THE FINAL PLAT (30) Tracts A and C shall be dedicated as open space and managed by serving this subdivision and other property with electric, gas, telephone and I DRAWING, the Homeowners Association. other utility service, together with the right to enter upon the streets, lots, (11) Fencing, as required by the Parks Director, shall be constructed on (31) The City right—of—way east of Lot 8, Phase III, shall be retained by tracts and spaces at all times for the purposes herein stated. ` the perimeter of Tract B adjacent to Phase V, Lots 8-15 and the the City. i cul—de—sac. This fence shall continue north along the western and (32) Maximum slope in any direction in cul—de—sacs shall be 6%. 2. A road, sidewalk and pedestrian easement is hereby conveyed to the City of 33 Legal andpractical access bypublic road shall beprovided to the Anacortes across the exterior one (1) foot of the front boundary for pedestrian northern edge of the 30' NGPE wetland buffer located in Lots 8 and 9 of (33) 9 access, sidewalk and road encroachment. In the event of road or sidewalk Phase IV. Fencing shall be non—sight obscuring. The Intent of the Kilkenny property. g g34 Condition No. 2 of the Declaration of Access Easement from the replacement by the property owner or the City of Anacortes, the homeowners fencing is to minimize disturbances to the wetlands and adjacent buffer. (34) are responsible for the replacement of the lost property corner markers. The access corridor between Lots 10 and 11 of Phase IV shall be applicant to the Bowmans under Auditor's File # 200203220149 shall be . eliminated and added to the adjacent lot(s). Prior to any adjacent site deleted in its entirety; the legal access to the Bowman property from 3. Tract "I" and "J" is owned by the Rock Ridge South Phase 5 Homeowners disturbance, the permanent fence line as described, together with the 30' Antone Way extends to ingress, egress, and utilities but many not actually Association for a future trail and to be left in its natural condition. NGPE buffer adjacent to the ACFL, shall be delineated with construction provide any practical use (depending on final engineering grades). fencing. Tract B and the 30' ACFL buffer shall be left untouched with (35) The expansion of the West 8th detention pond shall be done in such 4. A 20' Private access easement is hereby conveyed to over and upon lots 1, 1 the following exceptions: a way that: the ponded area remain a "wet pond" (with the capability of 2, 4 and 5 as shown on the face of the plot for the benefit on lots 1, 2, 4 a. Hand removal of non—native or adventitious plants as approved by the periodic maintenance/draining); B inches of topsoil be placed on the newly and 5. The maintenance of the common driveway will be shared equally Park Department. disturbed soil and around the entire pond; and, submit a wetland between the lots for which it serves. b. Hazard trees will be identified with the concurrence of the Parks landscaping plan for approval by the Planning director. Department. Hazard trees removed or blown down shall be replanted by (36) Blasting can only occur weekdays between 8:00 a.m. to 6 p.m. 5. A 25' Private access and utility easement is hereby reserved over and upon I: the Homeowners Association, subject to approval of the Parks Department, (37) Geo—technical engineering reports shall be provided for all lots where lot 6 for the benefit of lot 7 as shown on the face of the plot. The with a 3—foot minimum appropriate native stock which shall be maintained any structure may be located on or within 15' of a slope of 40% grade maintenance of the common driveway will be shared equally between lots 6 and by the Homeowners Association until able to survive without care. or steeper. 7. c. Fallen trees in the NGPE shall only be removed from the site with the (3B) An avigation easement in a form acceptable to the Planning Director approval of the Parks Department, shall be placed on each Phase prior to its recording. 6, A 10' Private drainage easement over an upon the rear of lots 8 through 11 d. If the buffer is disturbed, a landscaping plan using appropriate native (39) No clearingshall occur on the siteprior to a detailed, phased as shown on the face of the plat 1s for the benefit of lots 8 through 11 with stock shall be submitted to the Forest Advisory Board for approval and the maintenance beingthe responsibilitylotifof lots 8 through 11. I once approved, shall be implemented by the Homeowners Association. clearing plan being approved by the Planning Commission. 9 l e. Trails through the NGPE shall not be permitted without the approval of (40) No construction shall begin without a 10—year water quality the Parks Department. management plan and implementation program being approved by the City 7. An easement for unobstructed sight (sight easement) is hereby granted and Council. This plan and program shall be undertaken by an independent conveyed by the Grantors to the Grantee, the City of Anacortes (The City), over, (12) in keeping with the City's street grid street name system, the consultant retained by the City and paid by the applicant. It shall detail across and through the (ten) 10—foot utility easement area adjacent to Rock Building Department shall approve street names. the current water quality in the Cranberry Lake Watershed and then Ridge Parkway of the property described as; Lot 1 Plat of Rock Ridge South describe a process for periodic monitoring and review by the City Council Phase 5 and shown on the final plat map. The Grantor agrees not to allow any shall(13) The city of Anacorteshallapprove mailbox locations.Public Works Department and the Postmaster and specific remedial actions that will be taken if any significant water vegetation to grow within the sight easement area except for low growing quality degradation is documented to have occurred as a result of the vegetation, no structures or fences will be allowed within the sight easement (14) Street lighting shall be energy efficient and provided as required by Rock Ridge South plot; public comment will be solicited on all phases of area. The City shall have the right to remove or trim any shrub, tree, the City Engineer. the water quality program, landscaping, structure or fence within the sight easement area which may (15) A detailed, final landscaping plan shall be approved by the Planning (41) Only organic, as opposed to chemical agents, may be used to obstruct the view of drivers using the improved public road. Commission prior to construction beginning on each and every phase, combat weeks, underbrush. and the like. together with an overall conceptual Landscaping Plan submitted with the (42) A five—year maintenance bond shall be established after completion 8. With the recording of this plat, all Parcels and or the Homeowners first phase; Lot 7 of Phase V shall have a separate, detailed, and Association within this subdivision are subject to an encroachment agreement. approved Landscaping Plan that minimizes Impacts to the hillside. of the final phase of the project; this maintenance bond is to assure that Per Chapter 12.30 Encroachment Agreements are required for private any remedial water—quality actions that need to be taken are taken. p g q P (16) The developer shall purchase and install all street signs. infrastructure installed within the Public Right—of—Way. The purpose of this (17) The project shall comply with the City of Anacortes design Encroachment is for said infrastructure, but not limited to; Landscaping and construction standards as required by the Director of Public Works for related appurtenances, Irrigation System and related appurtenances, and any water, sewer, street access, and storm drainage. other items deemed as private infrastructure by the City of Anacortes Public (18) A minimum of two off—street parking spaces shall be provided for Works Director. each dwelling unit, as required by City Ordinances. Required off—street parking location shall not interrupt or block in any way the required 1 cul—de—sac diameter or sidewalks. (19) The Developer will construct the downstream sewer capacity as required by the City Public Works Director. (20) A potable water system with necessary pump stations(s), pressure reducing stations, and storage will be designed to meet City of Anocortes, DOH, AWWA, NEC, and other applicable requirements to provide a minimum 1 of 40 psi to each home building pad and necessary fireflows. (21) All infrastructure improvements for each phase shall be constructed 1 and approved prior to the issuance of building permits for that phase. (22) A pedestrian pathway shall be established generally as shown on the revised site plan dated May 12, 2004. (23) The existing detention pond, when converted to to wetpond facility, swuuuuuuuwnurnuwnuuunwwp�� shall: I ER / i a. Have a gravity drain system to the new pond bottom. .. vwtioc w e,.," i b. Be vegetated on the perimeter and interior for sight screening, low cT , p-6 4� maintenance (i.e., no grasses requiring mowing), habitat value and access OWNER DEVELOPER LAND SURVEYOR cy Z �- - management. / ,I ► /t '1 c. Shall have safety benches or other safety features. RR Summitt NW LLC DALE HERRIGSTAD PLS lo; e��il ssPO BOX 319 4320 WHISTLE LAKE ROAD �ut,� (24) A secondary access (through driveway easements as needed) shall ANACORTES, WA 98221 i provide a vohiclo outlet to W. 12th St. ANACORTES, WA 98221 4''rnrp iermrruuanaiuruumiauuun 360-293-7431 360-299-8804 2_j6-2,0j i PW 03 - 37 DE1Vi SHEET 2or4 OWN BY: DKH HERRIGSTAD ENGINEERING & SURVEYING SCALE: NOTED DATE: JULY 2018 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 JOB 2015-146 1 s rs d FLAT OE ROCK RIDGE SOUTH PHASE 5 .3 M NW 1/4, SEC. 26, TWP 35N, RNG. 1 E, W.M. ow 6' DIAM. CONC. a MON. 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Lo ' __ C 1 19 �� _ 4.20 ACRES J / 1�! • .. I ,� .-r - -I-- NS$` '48"W 1 240.�0° r W ��- f _�. _ I_ I _ I" 1-T` 7'�g� 4.,,,,;,;,,.r,,u„„„u,,;,,i,,„,,,a,,,,,ww,d' I \ g I I I I I . , A4ro I I I I 1 I i � "v, 1 1 ti Vs 1 1 1 1 1 1 1 1 1 I I I I I I ! 1 \ I { I I I gJ i2o ^01 TUTTli AND OUCKLErts I N Q I t o a,• I I I I I I III 1 1 1 1 1 1 OWNER/DEVELOPER LAND SURVEYOR ti 4 I I { I I 1,1411 Vt iuME pFF PT l J 1 ' , a I I I I I I 1 1 1 1 1 1 1 1 I 1 I g �\ 1 19 1 I 1 1 • 1 Q I ► 1 90.00 4,-+._i_ -I--I I I I 1 I ! I I I I RR Sut�lrlitt NW LLC DALE HERRIGSTAD PLS r='.-1='#2 '� _`=-I_°-'o 0 1_'P�osL28-i.,.._-L.,``,„I-•J_'_J o N89;°14' ' ' L L_•N.L L.' ° J_f '_L'1_•_1�°! 1= 1 L`�4 L• PO BOX 319 4320 WHISTLE LAKE ROAD t 3£t NG BFER JZ Z_I ir , _ _BLOCK 67 _ 1so� ANACORTES, WA 98221 ANACORTES, WA 98221 i Ti^-- ._,-,-'20?,a *0 It Tu S"T N T'"'a _' .... F-'^:-c..rti.s, .. �.. N89'14 46 W 210.01 N89 14 46 W 689.80 PUBLIC RIGHT-OF-WAY C1 RADIUS LENGTH 36 83 16"47'31" RAC ` B PHASE 2 360-293-7431 360-299-8804 RETAINED BY THE CITY OF P #03 - 037 EV SHEET 3 OF 4 ANACORTES PER FINDINGS FOREST LANDS OF FACT CONDITION #31. 50 GRAPHIC SCALE OWN BY: DKR HERRIGSTAD ENGINEERING & SURVEYING SCALE NOTED 0 5p 100 Q0 ( IN FEET ) DATE: JULY 2018 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 JOB 2015-146 1 inch 100 tt. j / 77 // /�C / LuL; \ OFIROCK -I ' / �� / MMIP P PLAT RIDG11- 1 / / / 169 \ SOUTH PHASE 0_ \ / / to, \ V L ' EQ..» h \ j / �e,j O. / )� d EC, 6, TWP Jc RNG 1 2. JU o 4 0 \ \ / / / , �, "�,r d�9 BV d� r SEC, a , ' � �` f air 1� j�rr N .. o 8 \ / .2to 1%/' LOT 11 / ti \ �� `�/ L 7,500 SF o �� N- N / `/°�� ems• f✓,}. 3957 ' / / N o \\ // /�y�P� LOT 10�p /h� NOTES • \ >7 /' ��oj��\\\ ,, ��� 1. : SET CONCRETE MON WITH BRASS CAP IN CASE WITH COVER. � /// / / r5/,`F o ✓p 7,503 SF 2. SET RE-BAR AND CAP PLS. #27807. (' / /i0 (r° 3955 // K 3.\ SET PK NAIL IN SIDEWALK WITH ALUMINUM DISK MARKED PLS 27807. / 2 ✓�. s / ` 4.0FOUND EXISTING REBAR AND CAP PLS 27807 OR AS NOTED. �� // / /' \T '' LOT 9 c'o. /4,rot `,�. / VISITED 5-8-2018, \ / // \ �� // :,503 SF 4- 5_(� FOUNDEXISTINGMONUMENTWITH BRASS CAP IN CASE WITH COVER. / / / `/' o 9S / VISITED5-8-2018.\ / / / �,\j,ti o 3 �6d ✓3 3 // ,. 2��i/ ,- /�_,`\ 6. ®FOUND NAIL IN ROCK BY SUMMIT. 9 .�f / 7. EQUIPMENT USED: CARLSON CR2 2" TOTAL STATION. \<://4'\• / /�/ , �0�` 2A' l ! \ 8. ALL CONCRETE MONUMENTS WERE VISITED ON 5-8-2018. / '`+ ' LC1T 8c`'p. �2 7.i ' ' 9. ERROR OF CLOSURE MEETS WASHINGTON STATE SURVEY STANDARDS. S' / ►:+ 4, / ' / \ 10. SURVEY METHOD: STANDARD FIELD TRAVERSE. 1 // / // 9, 7,503 SF F �. °�ti�3/ Acts,�^ // \ 11. BASIS OF BEARINGS: PLAT OF ROCK RIDGE SOUTH PHASE 1 & 2, AF / / / ✓ ✓,� 3951 �, Ixc 20 i�40o94. \ / �� / ;' J' �p /�22 02// U, 12. ADDRESSES SHOWN ON PLAT. "' s �` j hi v) ✓ 13. SEE SHEET 3, PUD AND PLAT CONDITIONS #2 FOR BUILDING SETBACK \ / ` / b .9 S y / G / p REQUIREMENTS. �,\ // ��j?/ // / • 4.. �\lw 0 /G22 �� + // 3956 �ou>_ / 14. BSBL - BUILDING SETBACK LINE. LOT / ����f / ' ' / /' �ti M\ °2e� LOT 7 F/' ,�" �2�2' 7 6471 SF " / LPG/��/' ' •' a: 10,095 SF / 2 0�17 �' ' ,-' CURVE TABLE 'c'" (� f FNO NAIL I\ ,� s 3949 /' ' / c,-// 3954 �0, s-ks FND NAIL v ROCK BY s'� �° NUMBER RADIUS ARC LENGTH DELTA ANGLE / ��/ ;/ ROCK BY oo'� �'8� os�, /moo / .� 5 N SUMMIT SUMMIT so /t' /h� LOT 13 "Ti'p_ a Cl 225.00' 209,67' 53°23'31' / 9. / / C2 100.00' 136,56' 78'14'35° LOT 6 t" / 8,741 SF c' C3 100.00' 64.35' 36°52'12' /' ` / / V/���\� C4 175,00' 166,21' 54°25'01' 8' SF �/ / / �0� tis /'S9 C5 275,00' 239,33' 49°51'53' // '� FND NAIL IN 3947 ,, �i/ .,/ / /,J� Q 3952 c1/.'os= -� -• C6 200,00' 30,03' 8°36'09' `Z- �/ �� /' 0 ';.\ C7 200,00` 65,29' 18°42'I5° / \ ROCK BY ��� ��b/��I LOT 14 "� �� ° /� 0 �►. CQ�/� / / LI COC8 200,00 70.51 2012O1 /,. SUMMIT Ord, ' vl4.,� 1 i 9,967 SF v• ,� C9 250,00' 40,38' 9'15'16° /Q5 LOT 5 /6 - �/ •- C5 .l S />,,, C10 250,00' 10,15' 2°19'33° /`y4 �Ase °. _ ,1 ,JIB UI 6.. .,8,6), C11 250,00' 67,77' 15°31'51° \ r, �• ,.,1$ 10,600 SF o I r lY, n `0 C12 250,00' 74.87' 17°09'33° of 9O7 00, �'i I7 3950 • l. `/ C13 250,00' 24,41' 5°35'41' )� 10 /y ►0 " , \ 3945 1� ' LOT 15 v. t.,- _, C14 75,00' 48,26' 36°52'12° �- '. /V 9 678 SF C15 150,00' 84,35' 32°13'09' env ....Si 1 Az l s 69° FND NAIL IN `---� \ p0,.�h �56�sgS-.t05' ?>.pa 25' 1 25' I �759. lb�g, ROCK 8Y C16 150.00' 30,59' 11°41'00 - rt, 20' PRIVATE $ '0? I•/ '� C17 150,00 27,53 10 30 52 ,� 4- rn r _ SUMMIT CIO 300,00' 44,76' 8 32 53 p ACCESS AND ¢.,. ` v, S 69. d !g8 00, Id ° ° P\ ' ' UTILITY EASEMENT '$ ti •I I 4�$9, FND REBAR C19 300A0' 77.93' 14°53'O1° 4. C20 300,00' 96,96 18°31'06° 11 ".r 110 LOT 4 3,, ,,�® t, . �1 3948 14131. C;r_ SUMMlTBYe ° N 6�. oo. 11,941 SF 3943 I o ri I C21 300.. 0 10.18 ' 1 56 41' in LOT 16 C22 300.00 31,26 5 58 12 ( v in s�/f¢'� se51-6 N6 ° IN "�� 9,382 SF o �� / LOT 3 4 �S4-,�, I, l s o �-„_ LINE TABLE `► 6.94' 10,807 SF N'SS9 , 1/ �� oI 69'47, ,� �; S 3. r;1 1�4Sg,5. F � NUMBER BEARING DISTANCE S82°5'16`�: 4, ° / : FND NAIL IN N ' / L1 S 1°17'12° W 15.00' 12 o 61 6c'p$4� �`� 39.16' �Sy, I o co j 3946 ROCK BY / / L2 S 37.24'24° E 20,07' M lO5- F 'hri, z� 20' PRIVATE 6'1&,."114,I / Ul, LOT 17 ~S_�SUMMIT 1 / / L3 S 79°18'24' E 19.17' / L4 N 20°12'01' E 10,00' ACCESS AND I ► - / / L5 N 43°26'45° W 10,03' 1 �+ � ^��� 8,321 SF �T 13kn r0 10;t UTILITY EASEMENT//' , N6 °¢ / ^ / 1 4' w LOT 2 LOT 1 9 �� -----„/ PK NAIL IN SIDEWALK SET 0.50 FEET N9,203 SF ti ! 8,483 SF/Gti6,, C // 11j49 9'I✓ I I S62°5d'44'E OF TRUE CORNER o11uunuuinu1uuu1uun,mIw nnuAr,,,* 3939 z 3937 �' �i 3944 1 �: F `�� , •re - ---t- 100.56`- ---- -1�,86' OZIk 4 4 / LOT 18 --. GRAPHIC SCALE s tyl' ' I T:(i I _jr •ear- b 9,830 SF 25 0 25 50 IOD 40/ . 11► N C3 E, / Sl° 0) `4� \ ( IN FEET ) , --. s- 1= N 88°42'48' W 175.02' o ^, i n�, ^ ' - /p S �b °nj 1 inch =50 Yt, > 9 TANGENT in 1713,01 - `�-S�/ BRASS Q- v �lr' ti� �yiauuurrcmmmmrumurramoanmtP POINT `~ SURFACE 'en 3942 F` N 88'42'48' W 240 ,,���f °' OWNER/DEVELOPER LAND SURVEYOR M.00ON'UMENT Q; o ��.: RR Sur�Mi �t NW LLC DALE HERRIGSTAD PLS N I I 1 ' 1 LOT 19 ``~ P❑ BOX 319 4320 WHISTLE LAKE ROAD 1 I I w 12,659 SF ANACORTES, WA 98221 ANACORTES, WA 98221 PEDESTRIAN 1 I I I M \ PATH I I , A' \ 360-293-7431 360-299-8804 . 0 of --, \ PVT -ii 0 °7 0'7 l i i I i z I SHEET 4 OF ,, 1 I I 1 1 I I N89°14146'W 90,00' a - DWN BY: DKH HERRIGSTAD ENGINEERING SURVEYING SCALE: NOTED L L 2 1 3 � 4 I 5 L 6 L 7 1 8 DATE: JULY 2018 c TRACT B PHASE 2I 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 JOB 2015-146 APPENDIX 2 — Model Soil Management Plan for BMP T5.13 Note: Document is provided under Minimum Requirement 5 in this document Version Date: December 19, 2018 PAP-Accredited Northwest Agricultural Consultants RR SUJAM u NW, LLC 2545 West Falls PO BOX 319 Kennewick, WA 99336 AN AC©R►i ES, WA. 98221 (509) 7 3-7450 Fax: (509) 7$3-53O5 NAPT 2016 SU L Client Moo: 11396 Dale seceue,ed: 03 ii 3 2017 (Repo r y Mo.: 40544 age: 1 of 1 33251 v=58756 Grower Sampler Field No. Field Name Crop Year Crop Yield Goal Strandberg Depth Available ' NO3-N NH4-N Sulfur pH Soluble Organic P(bic) K(bic) P(ace) K(ace) Calcium Magne- Sodium Eff. Boron Zinc Mange- Iron Copper CEC °/Base Chloride Bray 1P Total Samplel (ft.) Inches lbs/acre lbs/acre ppm Salts Matter ppm ppm ppm ppm (meq. slum (meq. ppm ppm nese ppm ppm (meq. Sat. lbs. per. ppm Bases D (mmhos Percent per 100 (meq. per 100 ppm per 100 acre (meq. /cm) grams) per 100 grams) grams) per 100 grams) - grams) 1 7.69 24.5 Total 0.00 Estimated Nitrogen Release from Organic Matter Estimated Total Nitrogen Available to Crop Last Year's Crop Fertilizer Comments CEC Method: EPA 9081 OM Method: Loss on Ignition APPENDIX 3 — Determining Construction Site Sediment Damage Potential (Appendix 7 — NPDES Phase :I Permit) Note: See attached Version Date: December 19, 2018 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. i. 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. -,,„=rust 1. 2013. Modified 2015 is Deter, °otential Page 1 of 3 Version Date: December 19, 2018 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. 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% 15 >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 30 >1 acres 50 C. Quantity of cut and/or fill on site: <500 cubic yards 0 500— 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 10 Hydrologic soil group C 20 Hydrologic soil group D 40 E. Erosion Potential of predominant soils (Unified Classification System): GW, GP, SW, SP soils 0 Dual classifications (GW-GM, GP-GM, GW-GC, GP-GC, SW-SM, SW-SC, SP-SM, SP-SC) 10 GM, GC, SM, SC soils 20 ML, CL, MH, CH soils 40 F. Surface or Groundwater entering site identified and intercepted): Yes 0 No 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 0 TOTAL POINTS >100 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) /,: / �i 1J DESIGNED BY r` i MIKE TRAFTON / Jr` tl SCALE a ,. ri J,+;J '/1 1 /8" = 1 ' U.N.O. ' /,• ff -, \ � N` '1r`: 1 11/ 1 i DATE • NI,h h -~ • ,J l l' r 08/07/2019 i,r. 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GRADE: 476.19 / r �� / F-- • _! 1. _ - \\ t' \ 458' I o •1 ' � ;/ ;` I '- t / �1 , • _,n� � ' j &%. .�. / DRIVEWAY: 2 �68 SF ` , ( -' �4 \ / ;'`-^` - � ' i� , - f �/ -;, ; �� - � ,` ,' ' �� 1 ,810 SF ON PROP. 3943 ( ~'�= �� �' '' I a° a ,c t15.b ( J r , ' ...1"., t +1. t-. r1 - \ \ . 1 ; I {r+I W 1 \ .� \_ _ I_ ,'. 1.'- ..( i ' '}�,_`. . - - '\�,.. . - i �� Y y� \. } -.� .�j � -_ ,1. �^ l� _ ,'. .t �t=; " 1 I 1 LL K gi ct ^ 479 ~ \ - `-` l . ' • \ J,/ ,•' // � � � a �T., L7 _ �1 1 J.1 r,. \ 1 \\ - JI �,`; ', I Z p �' 1- M .c' 58 SF ONPROP. 394 \ ^ r• J / J f i i / SOIL STOCKPILE 1 \ _1 t D `� F n c MAY BE LOCATED A I S \ )' (� 1 I WO O 0 of ^\ ei ?\ \\\ '�_ ® i - l !,' Ot- .•.•, �,-.�i - �7+'•Y� /r ▪ i' 1!! ! ! , /r S . `-...� I , tC7 --i..: , ! ' 7 7 m O Q N m / f RR DEVELOPMENT I Neb...........w ',0 . 1 475' � I �/� / ' I \ \ STOCKPILE} / + '� � \ '` �I I H 024 x W ^•�. • ^ter ms. ,tip / -t r ' /- ' _ / f ' '' y/ • \ \ i \ •'� ti \ \\ - ---- - !',% . I ., SEE PAGE C]FOR / CO . a. Q a el 7 ` \ _ _ / / . .� fit 1 i' �'. 1 "�\/ •` \\ - ��... - .fi -. COtxRETE DRIVEWAY -� \ \ / ,' T h 1'J \ ti t I _ , . APPROACHDAI r" J, / 1IN • t13356/e �, \ . r Wf za DPoVEWAY / ( /� / A l�I. • / y:. I • TER STUB�' • ; / 1'^ / \\ \ SD STUB i AT EDGE OF DRIVEWAY \ \ \ 464' \ SS STUB I ( Z I ' �k ( \ 1 \ \ ` 465' •.Q �' �( %� f 4 + 1 ! 467' 466' \ \ \ l I W G 174' 470' 469' 1 l \ \ w •,\ \ co ( Zit. Q y I 471' \ -at'\\'' • �79' •� ( FINISHED FLOOR: 477A' I, ' 473• J f 11 \ t \ Z 461 SETBACK & HEIGHT LIMITATIONS w Co o ^� J479 4 f J ) 1 i ' , \ _I Ill `C ��`- / 478' f / / 1 ( t\ \ \ \\ 4&0'" MAXIMUM FRONT SETBACY. 20 FEET 0Ct NCO _ 480' ` /�\�`- { 1 r + ! 1 l \ '•\ \ \ �i • MAXIPAUM SIDE SETBACK 5110 FEET a • / ' y l f tl 13) \ \ • \ 4 i /� P.1/WMUA1 RF1 R SETBACK 2U FEET U Z ` 1 1 5 ` ' y 20' 4 I l I % \ / / ; MAXIMUM BUILDING HEIGHT 3S FEETLII CM �� / I '1 1 'N '\ (FROMAVG. ORG. GRADE( p < 13� ` '�1I— ! I l I I ;® / MAIN FLOOR' 4d1.S 7.,,. 11 r SECOND FLOOR. 4Ff i 7T WD �`` • • • -\.,,- •\ �'. 34 -tO3!-6 _ \_�� i ` 16.46i'° ` 4 I '1 III ' II r/ ' ^i �, o r `�"" M NOTE:RING LIMIT TO BE ENTIRE LOT \ `�:-"'``. yam �` _ I S 1 \ OVERALL BUILDING liT.: 50_.� z\ 172"5']G" ,,, b , {{ ` ` + \ h7A:( BUILDING HT.: 511.19' � 78' 7 '`� `' -7 I t ' \� 1 \�.B(,„ I 11 V I ' I ,/ - STANDARD HIGH VIZ. CONSTRUCTION 477 / c F ; I FENCE TO BE INSTALLED WHERE HIGH VIZ. 476' �. \r \ 11 �N I COVERAGE CALCULATIONS 475' / \ \ .\ `, Ck I 674.1 :If y F SILT FENCE N/A. 1 \'' �� SOUARE FOOTP.GE OF THE LOT' 5 474' \� \• \\ •\\6S,1 `-� I ( BUILDING FOOT PRIPIT w! DEC)<S F, PATIOS 367d.19 sf 91 \Ig'�l/ ' I ROOF OGVERHANGS GR3EATER 11iAN 2'. 35 sl 8�' -CUT AND FILL AREAS TO BE ANYWHERE HOUSE, _-\ \ z'syr-j6•� ) II 1 r J e Eo�� DRIVEWAY, OR PATIOS LOCATED. CUT AND FILL 2 \ \ �a9` l ! / / . l 1 / / BUILD( COVERAGE •(COVER 3.7o9,35 st f( n s \ \'` ' + -'/ r I f n I / ,' ALLOWABLE BUILDING COVERAGE (35°/. V 48 i I �� \ - / ) 4.179.35 s1 ,t .t APPROXMATE, DEPENDENT ON FINAL GRADING. - ��� �`7 1 ;, `� / t ! m 1 / / ; ; PS`� - ® CONCRETE WASHOUT AREA LOCATED AT .�.- T� S ) / 1 °C 11 / / ails ROCK RIDGE DEVELOPMENT WASHOUT LOCATION, s j ��'/ / ! .., \ �"` , +f / j DRIVEWAYS WALKWAY o st 0 big ', ' / / 1 i / ! / DRIVEWAYS 1.536.09 s( an_r /f �'\ / J 1 •I V I ROOF OVERHANGS OVER BUILDING COVERAGE' d11 sf a( �t� iL _'' >' ] 4l\]1lI /1 1, , CATCH BASIN ,r TOTAL IMPERVIOUS COVERAGE 5623.28sl r566 `.. 1 ` ) P lIq i /1 cur. 4o4 cuydsLt mil- ^ •` f /rr ,• lI FILL. 1206 cu vds A - 3 g! . --'�—� - ` /' / f��I/ t; TOTAL' r80-0 cu yd: Q. F n�xn�,�L r / 3 �---- PLAN~�f rt /lb / / ; 'r AREAS W �'o P rt. l• , I . 1I- x Minimum Requirements #2 BMP'S MAIN FLOOR 1 ,900 SQ.FT. (� i C.Ci .1J 'j" r Y v • `� • i� a BMP T5.13: POST-CONSTRUCTION SECOND FLOOR 1 ,936 SQ.FT. � 1 i'3E" p SOIL DUALITY AND DEPTH TOTAL LIVING AREA: 3 836 SQ.FT. / OWNER APPROVAL "¢ 5' NV BMP C233: SILT FENCE GARAGE 533 SQ.FT.ass., a © BMP C105: STABILIZED CONSTRUCTION ENTRANCE/EXIT STORAGE / UTILITY 191 SQ.FT. "a,' IAiE I. SITE STORM DRAIN INLET PROTECTION ENTRY / FRONT COVERED PATIO 462 SQ.FT. s SCALE:1 1E -PLAN aa.2o-oo REAR COVERED PATIO 296 SQ.FT. C 1 4 .."0 .m BMP C123: PLASTIC COVERING I, OPEN PATIO 298 SQ.FT. I GL e N e BMP C154: CONCRETE WASHOUT AREA OPEN DECKS 781 SQ.FT. 2 of 28 • • I I1 r DESIGNED BY i i III i' �.� / 1� ' / MIKE TRAFTON f ./ • / ! ; / SCALE II ' •� T`• . /r / / 1/8" = 1 ' U.N.O. �-;_ ___ /1 , lf.'.l r;, I ;:' 08/07/2019 4 ) / / i rat / T »� !` .--��� ..1 ��_ 1 /1 / % 08/09/2019 f�, /% � ,� ` 474' 473' 472'~ a77'�1L ill //j 1 . „�►r 7-- 475' ``- ♦'•. �— ��`` 11 ). g 1 ' // r .1 0 ••. ..0. ./.%'' ••••• ..".-"..."-• --...-. ...-•"............. ..*-%'•'• 'L.* .----\--, i •-.71---ii e- 0. tAiu) - /' / 476' % �' _ ,, L` ji 1`.: �� ' .\ �_, ! h) ( S» cil .� ,.i.i i /`•.' . , r '� �: -- ',\ \ ^ • (/'' if �.'�.— 4, ,___•-• ,.,.... r 1,-____,- % 1 a7t7 l ' ' ' `~ �. �� ? / 475' \—� _ , lir / 1 i / =' . y �' _ , ,/ -, .t \ 474' .` , 1 (r� �r — / j. / /� '� t . 1 473' ham. \\ �\ iiii / vJ ;f % + `.Q~� ../ . , -� _ , � . ''f I •\ `` ` \-` `.fir\ r"sr' ; . /71 ,� / Lr �' ,� ,\ { 476' l ' ` � _`` I)y i 'i , / 1. ROCK RIDGE PHASE V i s •.. '\ l 11�47z' ``_ ' ,` _ ,. //J, cr 1 f� , i' ' ,/, /, ` Y `� LOT Ci' i' I / L' f1 `� J �: ri. I. ��.1 47, 470' `y ��. I I \' � /• \475' ' �:r ! ` r' r r ` ` 473' A69' 1t a65' � `�� li iyj f rr ,y �!! j ; <, � • ! ,7- tii 474_ � ' �' •Ilk T r '/, /�' 1 Y 9� N S 475' 4G6' I '/ 1 .r �,� �+ S p / ''°vr f % \ ti T 472 �I " •. , T AG ' ( 464 l' - ` ' f 20°a SLOPE , y ' �`: SFR R - / / , 2ov° SLOPE l ! 471'. a� i( l\ t., ? 463' S I I I /' 47 aT J '— '' "+ // -•1 %` ' `' MAIN FINISHED FLOOR: 481 .5' . / ��: ; a7o'`� i f. `\` '� i ; as1' t E ` f t �.. ' AVG ORG. GRADE: 4r�6.19 a;a ' .: 4 4 459' 458' r . 478' 479' •� � ` �` I I i 69 . y A 62' 60' E \ f, / �( , ,.' /fy, f �, �, J • _._.- - 468' l: ' \ ?� = + w DRIVEWAY: 2,468 SF I. `; s� 1 im,....,--. • 1 ,/ r _ >` M' 1 ,810 SF ON PROP. 3943 1 ' 466' y i ieti jtr `, / r y {`t. Y•-.f _j•_. ~`T _. ; �'� '' \ `� 4• �� �`�32° ` 485' I o v' �' e fI , 658 SF ON PROP. 3945 1 ' \ _ �S<. . 4s4' „ ' � ? ' s / { i •n7 { 1 i s\ t \\ ^ J ) :63'j� 461' �_ _i 459' K o ti• � �. • % � ' '-'-•� 7 / -- } In1 \ ) � 1 ' 462' J • 460' I IF ! 458' I9 z my y �k \ 1---r -----L-J lief: I -I • LLI ` _� ,� Y r, 1 t ! ' a7T33.56°kSLO1PE I1 ) r! , i i 1` Q\ ` \ "` • � . �,•. I, , -1 J \ 154/I.) / 1• ) i ' ifT ' 462' 4G1' a59' ' ;\ IL_ _ , . _ I — - U % //�\'. / . ' s Uui �r/ 1 \t' • , : 4:Y \ /� 477 J :,, 11 `( 1 '\ , '' 464' �� \\ v)� Zr• � \ .�`\ r— \\ �`\J�� y. )'\/ �i :! ; r 1 467' 466. 465' \ ` t1fI ' 1 ' p �`-� , �• "Cr77 \ 1 , 3 \ ` 468' '\ , '\ '•\ •` Z Q C'-•'% t ' / — — I ( 1 l \ \ \ Q ! \ t �j ' N� \ 469' t \ \ \ t Z` mi \ / `� \ MBHEAD FEOOR: 477.6' %!/Y JI '1 �' a7T , 470' I l ` ' \\ \\,\ \,\ , \, w— J \ SETBACK & HEIGHT LIMITATIONS w ro` 476 ` 473' J �•Ll N• /•., \ 1 ' } / P, , ! ' P.4AXIlAUA1 FRONT SETBACK 20 FELL U Y N i, 474 / 472' I 7 I \ \ t CC ` 00 ��, 480 �- .-�., �� ! /, J;. • /�' , I '•\ '\ \` :\ '\ \ ` f fvl,'i):IAIUAISIDESEI-P.P.CN. 5JIUFEET fl a87' �\ I �!� / 1/ \ }} y( P,1NJ)AUP.I READING HECI< 20 FL'6T 0 Z .. 479' ` % ` / (FROM BUILDING HEIGHT' W �- / ( 1 t / 35 FEET m \. \- `` -�` \ _j . �� J_ � ` t. ,1 \�` i , ' i •-1 (FR0).1 AVG. ORG. GRADE) U ¢ '23 \ +/ 1 1 t 1 I ` ; 14 AVG. ORG, GRADE. 475.19' It iie / / t T ! / •-` 1 , 1 1• i } 1 fI \ GARAGE FL40R: d77' D Y / r 1 y / '''+.� ��',. Y -- T �: ` y ,t `\ \ •t \ li 1 ,� / r MAIN FLOOR. 491.5' D O i t z 478' 47T �. i / }' y t °, it 1 1 1l �� SECOND FLOOR: -091.Ti' 1 1 NCOLTERING LIMIT TO BE ENTIRE LOT \ -�"�r } 1B46, }. i J \ OVERALL BUILDING HT. SU9.5' LL� .�\. r�r_�-r- / ` t l 1 `\ 'I ;i}l y% t ,/ /`— IdA/'. BUILCINGHL S1D.tO' Z m STANDARD HIGH VIZ. CONSTRUCTION ' ! �y • % `s �\ t \ l Ii y s yy t { 1 I 1 COVERAGE CALCULATIONS FENCE TO BE INSTALLED WHERE HIGH VIZ / ` \ , , ' SQUARE FOOTAGE OF THE LOT. o =� SILT FENCE NIA. _ ! i J3f I \ \• •, `\ ( r BUILDING FOOT PRINT W/ DECKS & PATIOS• 367d.19 sf ill , \� ..\ l I ROOF OVERHANGS GREATER THAN 2•: 35 sf C 19i$ -CUT AND FILL AREAS TO BE ANYWHERE HOUSE, — \ \\ ` i 1 i / § YS DRIVEWAY, OR PATIOS LOCATED. CUT AND FILL •f � \ , r i / BUILDING COVERAGE (31A'i` 3.709.19 sf z �_r APPROXMATE, DEPENDENT ON FINAL GRADING. - r t i / 1!r / I t ALLOWABLE BUILDING COVERAGE f35%)' 4.ti9.3551 I� i. .7. 1..E1 \ / /' % I LL s CONCRETE WASHOUT AREA LOCATED AT �. r 1 ) \ / DRIVEWAYS' WALKWAY' Qsr 9 '42e ROCK RIDGE DEVELOPMENT WASHOUT LOCATION. �� ,/�`\ / / / I, f 1 / ! DRIVEWAYS 1s3e.o0 sr ' 1 ' &s• s .- // • LU Lu � . -- /' jam• !/ ti 11 �1 I. l I %r' ROOF OVERHANGS OVER BUILDING COVERAGE 411 =f • / r•-• If ii,iii I / / TOTAL IMPr_RVIOLISCOVERAGE: 562328sl0 Fi$S 21 Jg / / . 0 ICC illy 1, !. cur aoac, s•a, Q- � ��8�• t ��'r- -�'� ' ) si 1 '�rrl'� I / �' ;' FILL'. 1<'OS cu VSs O 0 94 r��,--,ram- \� f /•I�: % TOTAL .EOacuyd; Ct 71g` --. _-�� -, _ ' ��rl . / 1 f ! Pao l ~~ A i • 15 ( l ' ilI ;' I' / PLAN AREAS gii ).' �� Minimum Requirements #2 BMP'S MAIN FLOOR 1 ,900 SQ.FT. w leg DI Eg- za ! !: :! hb0N SECONDFLOOR©,Silarai3/4„....... LIVING AREA: 3,836 SQ.FT. OWNER APPROVAL m E . GARAGE 533 SQ.FT, BMP C105: STABILIZED CONSTRUCTION ` ® ENTRANCE/EXIT STORAGE / UTILITY 191 SQ.FT. +'•' PACES 1 SITE PLAN e 1�0.2 DRAIN INLET PROTECTION ENTRY / FRONT COVERED PATIO 462 SQ.FT. C21 SCALE: 1/8" = V-0" REAR COVERED PATIO 296 SQ.FT. ft m BMP C123: PLASTIC COVERING OPEN PATIO 298 SQ.FT. N BMP C154: CONCRETE WASHOUT AREA OPEN DECKS 781 SQ.FT. 3 of 28 3 DESIGNED BY 0 BMP C1230 : Surface Roughening CO BMP C235: Wattles le BMP C105: Stabilized Construction Entrance ! Exit A BMP T5. 13: Post-Construction Soil Quality and Depth MIKE TRAFTON z • Purpose purpose Emma Purpose and Definition SCALE 2 Surface roughening aids in the establishment of vegetative cover, reduces runoff velocity, increases infiltration, and Wattles are temporary erosion and sediment control barriers consisting of straw, compost, or other material Stabilized Construction entrances are established to reduce the amount of sediment transported onto Naturally occurring (undisturbed) soil and vegetation provide important stormwaler functions including- for sediment trapping through theprovision of a rough soil surface. Horizontal depressions are created bythat is wrapped in biodegradable tubularplastic or similar encasingmaterial. Theyreduce the velocityandt 1 /8" = 1 ' U. N.O. ' provides pP 9 9 9 P PP 9 paved roads by vehicles or equipment. This Is done by constructing a stabilized pad of quarry spells at water Infiltration; nutrient, sediment, and pollutant adsorption: sediment and pollutant biofillrallon; water operating a tiller or other suitable equipment on the contour or by leaving slopes in a roughened condition by not fine can spread the flow of rill and sheet runoff, and can capture and retain sediment. Wattles are typically 8 to entrances and exits for construction sites. interfiow storage and transmission; and pollutant decomposition. These functions are largely lost when radii them. Use this BMP in conjunction with other BMPs such as seeding, mulching, or sodding. 10 inches in diameter and 25 to 30 feet in length. Wattles areplaced In shallow trenches and staked alongConditions of Use development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only DATE grading 1 9 the contour of disturbed or newly constructed slopes. See Figure II-4,2.14 Wattles (p.378) for typical Construction entrances shall be stabilized wherever traffic will be entering or leaving a construction site if are these important stormwater functions lost, but such landscapes themselves become pollution 08/07/201 9 Conditions of Use construction details. WSDOT Standard Plan 1-30.30-00 also provides Information on Wattles paved roads or other paved areas are within 1 ,000 feet of the site. For residential construction provide generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and - All slopes steeper than 3H:1V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches (http:l/www.wsdot.wa.gov/Design/Standards/Plans.htm#RSectlonl) stabilized construction entrances for each residence, rather than only al the main subdivision entrance. household/industrial chemicals, the concentration of pet wastes, and pollutants that accompany roadside prior to seeding. Conditions of Use Stabilized surfaces shall be of sufficient length/width to provide vehicle access/parking, based on lot litter. Establishing soil quality and depth regains greater stormwater functions In the post development - Areas that will not be stabilized Immediately may be roughened to reduce runoff velocity until seeding takes place. Use wattles: size/configuration. On large commercial, highway, and road projects, the designer should include enough landscape, provides Increased treatment of pollutants and sediments that result from development and - Slopes with a stable rock face do not require roughening. - In disturbed areas that require immediate erosion protection. extra materials in the contract to allow for additional stabilized entrances not shown in the initial habitation, and minimizes the need for some landscaping chemicals, thus reducing pollution through - Slopes where mowing is planned should not be excessively roughened. - On exposed soils during the period of short construction delays, or over winter months. Construction SWPPP. It is difficult to determine exactly where access to these projects will take place; prevention. - On slopes requiring stabilization until permanent vegetation can be established. additional materials will enable the contractor to install them where needed. Applicallons and Limitations - The material used dictates the effectiveness period of the wattle. Generally, Wattles are typically effective Establishing a minimum soil quality and depth is not the same as preservation of naturally occurring soil _ �'"_ for one to two seasons, and vegetation. However, establishing a minimum soil quality and depth will provide improved on-site •l ' 1- Prevent rifling beneath wattles by properly entrenching and abutting wattles together to prevent water from management of stormwater flow and wafer quality. Soil organic matter can be attained through numerous ~▪ 4` materials such as compost, composted woody material, biosolids, and forest product residuals. It is � (7 passing between them. • . .�__"., • �_ Design Criteria ' TO c"s important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to -,:\�:'' - :' .�•a al Wiz•-..-C.` "�='`=--: - Install wattles perpendicular to the flow direction and parallel to the slope contour. the plant cover to be established. Likewise, it is important that imported topsoils improve soil conditions and ' W \�ti�\ \,.-��•;.+ c a:...--`r'a`rL.ems ,-�`_3 T._� ▪_ Narrow trenches should be dug across the slope on contour to a depth of 3- to 5- inches on clay soils and do not have an excessive percent of clay fines. This BMP can be considered infeasible on till soil slopes ic. rJ w ti, .�•��,,� soils with gradual slopes. On loose soils, steep slopes, and areas with high rainfall, the trenches should be - greater than 33 percent. , J Q' dugto a depth of 5- to 7- inches or 1/2 to 2/3 of the thickness of the wattle. ��;�: " -0 ` P Design Guidelines '� -` - Start buildingtrenches and installing wattles from the base of the slope and work up. Spread excavated t `�} -`�\ =�`�` �- tu) - Soil retention. Retain, In an undisturbed stale, the duff layer and native topsoil to the maximum extent 9 P ��\ L � A, ,, ,.tea_ material evenlyalongthe uphill slope and compacted usinghand tamping or other methods. µ° -nil '' . \` ` ; �� _ PP P g ,yit09 - - practicable. In any areas requiting grading remove and stockpile the duff layer and topsoil on site in a •�.� . • :-: .., �_ a.t:4-; t_ - Construct trenches at intervals of 10- to 25-feel depending on the steepness of the slope, soil type, and E -�', ati designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other h :,a:Lfg.ce us.r.rp paV11..An N. •\\ - s s `- com_ " ' �` I• __ �•, r._ rainfall. The steeper the slope the closer together the trenches. ,;r( _ri� portions of the site where feasible. UN a cp.Fz'r=s1 recto its:r,: -. »,� . -it �`•''•�. _, latltea tat dlt s°RA:.,Lrct • N. '••;��_• • \ .�;= r- - - Install the wattles snugly into the trenches and abut tightly end to end. Do not overlap the ends. - ;. X*' Jks, � - Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface, Install stakes at each end of the wattle, and at 4-foot centers along entire length of wattle. Cr i, f� yq \, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, Tracking - If required, install pilot holes for the stakes using a straight bar to drive holes through the wattle and into r I } r y 1 ,i vt Ica.a; demonstrate the following: 1 , s 'r r .r "r 1. A topsoil layer with a minimum organic matter content of 10/° dryweight in plantingbeds, and 5 /o the soil. r P Y 9 ° 9 ° • Wooden stakes should be approximately 3/4 x 3/4 x 24 inches min. Willow cuttings or 3/8-inch rebar can ; .\ organic matter content in turf areas, and a pH from 6.0 to 8,0 or matching the pH of the undisturbed soil. r also be used for stakes. / ^ ' • The to soil la er shall have a minimum de Ih of el ht inches except t where tree roots limit the depth of'umiak- .ai _ -p.a. :y- P Y P 9 P P ' a it_ - Stakes should be driven through the middle of the wattle, leaving 2 to 3 inches of the stake protruding tatlrp t=-+aa+ •F:r':`•'t '' incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be Q I-J 1 n�¢a w:p�l.x / Z at4. j.-•¢' scarified al least 4 inches with some inco oration of the u er material to avoid stratified la ers, where _�1-i '_ above the wattle. 4-•r4•»-v •��-.. • -�;-- -qt.GI' 'h '1 1' Maintenance Standards ...nut krdc�4a;; . incorporation PP Y ll % �J "j"'r '�r`+ x ,, �. feasible, i n��ull i, - ( r'R`i=-� ,. - Wallies may require maintenance to ensure they are in contact with soil and thoroughly entrenched, . n: ,^• ' ^'-•� 2. Mulch planting beds with 2 inches of organic material. It=• ;nL#1:;;-li!„ especially after significant rainfall on steepsandysoils. eictaxs1 • Q '*t f • ' P Y 9 { Y, -S :•`- 3. Use compost and other materials that meet these organic content requirements 1 • •` 8 r, n -L', G-f,--q�p fill ��- -.'r . a. The organic content for pre-approved amendment rates can be met only using compost meeting the `` e. �, _.rr , -rt=i- j "r"` `\ " r°" "u" ! i• '' compost specification for BMP T7.30: Bioretention Cells, Settles, and Planter Boxes (p.959), with the """'' ue=u�` -'u = 2., exception that the compost may have up to 35% biosollds or manure. The compost must also have an 1!L� �;�s,-,. ' II 1, � r' is-rillorganic matter content of 40% to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen i;,_,. \. Contour Furrows ' On AOn"� L^ nwnrtc•A.v:cratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands 1 xfl-1�1 i,lallrn•t :Si 2clu,f.wMNJ cilia ' af=Tigll11 pmlynialny Na •1 region. 11'111 i'Li_ s-4 i b. Calculated amendment rates may be met through use of composted material meeting (a.) above; or e YarwYJ,r.,CEO tie W...W.. II.•II_I:�1_ , -...1 .- 1 aalpa:nna,iYa!Ir. FcrN'_Y)a^.. u ntcYl,nlra'•,with: ,,:r. ''�'si?f:LG= '1'=G1'nr 11'" • ., :12e ,r;,to °l otteN47+:1 other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the "jra� .\� "°"a"e C41 nee YIN contaminant limits identified in Table 220-B, TestingParameters, In WAC 173-350-220. a •-4I1;1 =14Ili11'1��'il'1'll . f' ..-'' :: c.-f ceau ia: u_i_ I_ 1 ,1 4 The resulting soil should be conducive to the type of vegetation to be established, a= -" }; ' �1.: ;' I Implementation Options. The soil quality design guidelines listed above can be met by using one of the ' gi p Figure II 4.'1 .5 ""t mr:ea • pxec aL•trJu 1 al,arrslc tt methods listed below: a w a 3 0Surface Roughening by Trackinct " " � \ °' '7d�sm \ Figure II 4.'1 .'I 1, Leave undisturbed native vegetation and soil, and protect from compaction during construdlon. Z o rota E and Contour Furrows t% ..'‘‘,1? i11 ��.•)' Stabilized Construction Entrance 2. Amend existing site topsoil or subsoil either at default pre-approved rates, or at custom calculated rates re ¢ X �' 4 a CCFAR7tleNT GP At lt-W.1t.y�i. ., i-'' . \ ..� .cCPA:1t,.'Cnr C! F� �-^+-c1= based on tests of the soil and amendment. W o w �, g ECOLOGY �.�,, _,w.-,zA,,.�;n•, �,,;fy arise Sy.Flcn :rl a WFrm;arn. �i tJ `�` ~ I• al 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be m °. ¢ o n at z ECOLOGY P.tatosw!y^.X.:1_clouy:.a�:,erl�___ Ct evrsta n:s lv:.rly pxlrsl rta. u a,. at aralv,g:cr tru:Ean cnia:,.ant,tl:,aNr ;,� .14 N. '-t :tat. ,I ?nanurAtc t-1_11cn a Mill;-xddalan W. amended if needed to meet the organic matter or depth requirements, either at a default pre-approved rate m K a 7d" a 0 W •'��, •c•2 n,7ru r-.6 "'•\ h/ or at a custom calculated rate. • N - 7/!. • '` 4. Import topsoil mix of sufficient organic content and depth to meet the requirements. © BMP C154: Concrete Washout Area ?' .;_/,: • ' ° Storm Drain Inlet Protection i-40.20-00 More than one method may be used on different portions of the same site. Soil that already meets the Q `r- rodc•'c1 depth and organic matter quality standards, and is not compacted, does not need to be amended. W Purpose „t;;•tx,; �� 1. Size the below inletgrate device (bigd) for the storm water structure it will service Prevent or reduce the discharge ofpollutants to stormwater from concrete waste byconductingwashout off-site, or E'"� °"�'"'= a" ( g ) Maintenance . �,:` ,• . aur.ry31 11 inIn Establish soil quality and depth toward the end of construction and once established, protect from performing on-site washout In a designated area topreventpollutants from enteringsurface waters orground water. ' i' �w 611111 dM^'' 2. The blgd shall have a built in high-flow relief system (overflow bypass). compaction, such as from large machineryuse, and from erosion. N P 9 fl .,,,r� 9Y YP )• P 9Z 'C „v..) . - Plant vegetation and mulch the amended soil area after installation. 8 Conditions of Use - _� / 3. The retrieval system must allow removal of the bigd without spilling the collected material. - Leave plant debris or its equivalent on the soil surface to replenish organic matter. IL w m Concrete washout area best management practices are implemented on construction projects where: ( r_ - Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than Z CD Q - Concrete Is used as a construction material. ` + I ` traivat , 8-01.3(15). continuing to implement formerly established practices. I- - It is not possible to dispose of all concrete wastewater and washout off-site (ready mix plant, etc.). I J i / W Co >, - Concrete trucks, pumpers, or other concrete coaled equipment are washed on-site, Note: If less than 10 concrete `�I .�� t l , - l r- faint -rawc W trucks or pumpers need to be washed out on-site, the washwater may be disposed of in a formed area awaiting `?'t^•� 'r,%' -Jr" / • `_� �~ r-ui=�"' (V `:tS F 1 1wn[aeaaA,e - I c, �, cV concrete or an upland disposal site where it will not contaminate surface or ground water. The upland disposal site ua . ��,y . - ,� y(3� 1 ;- T in CO shall be at least 50 feet from sensitive areas such as storm drains, open ditches, or water bodies, including wetlands, �u:•_ inns* _ V os / TAME. L19_____ MODEM •• 'v 11 % (Y 62 ) t. Jri.r.tlet=1a141..r-a•a[tlapsangnta•a sun nit.Tp t -.P- 3in Mil Man -� I • ca II/rd,n anon_••:'i7i12rrl da p c°q en afar-• "� 1 - 01rnnavtmAss n' Rvdr Rug rctDa a'c*sl n M.nir rratuftlrVr toT TO S_L•: 1 , D O t-i t l 1- - 1 cn3saes pia. I \� � ; '. lILI i t i l_l 9xa ba Figure II 4.2.'14 t aaaingeronAirevlcc ol - I�•, Y e Wattles Z' F. -- Z m I - �I- - ' .. F. - 3arcbjl et.Arverar cr Art ted AJ.t•:ttcrM1f rA7O10J -/ - , J I ,_ rtIpi�y>rna ECOLOGY tyA1°A 1 �\`/ -\ /"' 1,4414 t:,: %.:'/.Ktt:,• •.111y;+':;.,,�tf laN:trcr,,all rc:t r\I_Sn]penis ), / J l aa:• al ?rani- ::1'r intta-.cn rll$(1,7. oaltEib:.te. it 0 x Ju A+ i_I I A \ fi1 `1 10 BMP C233 : Silt Fence ilo r \ im' © BMP C123 : Plastic Covering purpose - 4ti• a • Use a J J i l ` errn U e ofsilt fence reduces the transport of am sP .ins ttu AA la arm,: l ft,.l\ \ _ j Purnose • coarse sediment from a constructionpsite by •' ex•Yliaua ^r°• n J I - - - J J Plastic covering provides immediate, shod-term erosion protection to slopes and disturbed areas. • A A providing a temporary physical barrier to s1 1_I 1_I 1_Il Section A-A • =N,t, w....a•.a+< - . ,r,, 1aN�v,ry�'su::u - tom p. : nil.* a Dr sediment and reducing the runoff velocities of mil Plan lures Condition of Use • overland flow. See Figure 11-4.2.12 Silt Fence I ' p I : E:; Him- :Jo - - a: a-r r Plastic coveringmaybe used on disturbed areas that require cover measures for less than 30 days, except I I •t ;1�c111 - qY P (p.369) for details on silt fence construction. , , rat =t 0, b9 Type "Below Grade" as stated below. IIECTONVIEW r i unlit: i Ao:ncete washmtF ;ion MCI be trSnnE: Plastic is particularly useful for protecting cut and fill slopes and stockpiles. Note: The relatively rapid 1larro°cale Conditions of Use 1 ' -i', - le a span TO in of tr;C breakdown of most polyethylene sheeting makes it unsuitable for long-term (greater than six months) nwwac°IIATE CY I -accrulo(W1a111A/eDOW Silt fence may be used downslope of all " � ; '- - " '---`•-- - I [ , , -r- :n;11i F:t ,t -a udnpotay txcela applications. �� �� - �C10L'L"„'y m'a disturbed areas. � b _rr_______-____�_-______I-' __ tv:�^CN i7:L�r� l'J- 1 I 1 I - Due to rapid runoff caused by plastic covering, do not use this method upslope of areas that might be / Silt fence shall prevent soil carried by runoff :„": Ji.-_ I Qi9F� �i:,a:fraty adversely impacted by concentrated runoff. Such areas include steep and/or unstable slopes. l . - water from going beneath, through, or over r u,r , , [� , �� -•' • r e-c - Plastic sheetingmayresult in increased runoff volumes and velocities, requiring additional on-site ":::::::::::ill: �yFAI " 1 :; g B 6 /) se vrtiyE33a.ad q fl L the top of the silt fence, but shall allow the ,.,„,.r, ..,:: 2 _ !` aPLmi en ra measures to counteract the increases. Creating a trough with wattles or other material can convey clean C` �/f - ^_ s water to pass through the fence. 2 Ka9;r / cenil1:4ertlithINC water away from these areas. �.. ��� Silt fence is not intended to treat a e ,6 I `•tAts To prevent undercutting, trench and backfill rolled plastic covering products. �'� I' �� i��� concentrated flows, nor is it intended to treat '"'"' " "'"" ` 1= 6 Vsntt `- iJ f! C.e,a Nr ✓:Inel ', plastcI,nnp - While plastic is Inexpensive to purchase, the added cost of installation, maintenance, removal, and �• substantial amounts of overland flow. Convey �-- ado In* a IIII < -' disposal make this an expensive material, up to $1.50-2.00 per square yard. \ r_� any concentrated flows through the drainage �\ %i'4N: , - Whenever plastic is used to protect slopes install water collection measures at the base of the sloe. _�„ 0 lli Fa _pR P / ,` systemtoasediment pond. \ " `L sake: These measures include plastic covered berms, channels, and pipes used to covey clean rainwater away ,anw.ar m anrnvec °G 1tb WPAW I1Y .1 Do notconstructsilt fences in streams orSection B•B from bare soil and disturbed areas. Do not mix clean runoff from a plastic covered slope with dirty runoff useinV-shapedditches. Silt fences do nota„err:,.- - _ �t y i7 IDri xkn g fromaproject. ��, / provideadequater.., •;. I=--- - a> 'S an method of silt control for I tar.:.•,•. .rK,Cn anything deeper than sheet or overland flow. v •.r -' I I k :',cY?rcujh Plan e �fy' `A'Pe'r:. - OWNER APPROVAL Mania v.vcd Wr.n& UtOKK,M,R.C1 :r]',.s,P,a.••-, ' M..WI t6 wALu.v ,:.:-LS:A:: Type "Above Grade" with Wood Planks tart i,,t/any NOT73 ,. __ .. m•••••• laa®ce Fu]uie II-A.2. I2 ,E .....-..� 0 Halal ~IP...'.'-::.A.:~..:--^' Sit FN,nre row. i a Figure II-s. I . / a STORM DRAIN ECOLOGY aau.ulr"...tLCi,•a,r:>.rn,10 rear s.:.r:rrart•+m� � 3 INLET PROTECTION alla i,runn;tu 1-.vmdlr:ay a...:,,:.e•. I 3 alaila Concrete Washout AreE1 6�FA°-alEn- OF P.eattd,r¢20t� STANDARD�PLAN�.20-00 I 4 ECOLOGY JlaRV fL,e 1r yIGT-0 1 s rg r » 01 Pasco Bakof/ct IR 00•Y0.07 ME Pe3sas� llor,;.)::n:ec�.va.Saet�?r . Iv..n. fcrc�:q^ It ratsl-,:.�„nppernssio:�, 3Ir ar 9ras11ay:ar. Ilnu-5cn ofi,Gl q.an76aaane•. II "�'-"� -c.- 5 31 0 IIru.P.In........an....r„ 4 of 28 J _ DESIGNED BY - STANDARD PLAN F-10. 12-03 - CONCRETE CURBS STANDARD PLAN F-80. 10 -04, aCONCRETE DRIVEWAY ENTRANCE RANCE MIKE TRAFTON SCALE ! I- MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS 1 /8" = 1 ' U. N . O. FACE OFCURb VARIER 11`TO 24° c. :ACC OP CURS - - FM.E Or CUt75 ti - FACE OF CUBS VARIED(sxa COATI:AO't) _ C. I • t'-+ vN(leb •- 0 t7 -- - o lit ones r1tOM e• W N C P DATE l ) Wry- PACOMEU (baS ADIE I? ly, • ID T011 r - RAJNTNN III 6V SLOPE r VARIES MEP Mon Mal 08/07/2019 [E t0'1rnAcq� S -.• - NAME", 1' 1 ON FIDE tN CURB �� 1 MILD r(Irh H. •.\ f r {`{I!g R i •�- - p r l IH / • 1 CF4fl'rrl Colic.PEDESTRIAN CUnO(TWJ We" F.PANSA?I: )Cull ((YP. - c I ^ fINLV I , F: DTNi.'::1�. N. il 3 E• ISM NOB:1 STATORRQ4OLILLY '/• %fr 14tTC11RWPYMY IM(ItgA �� I %- 1•pNt A' MVO(ROADWAY '- / /J MATCH ROADWAY ��,• NM TEN SPECIFIED IN COIITRACTI- SEE S1ANWhOPLAHF•0a.ta ! - t:li:;t.;'i_e SLOPE t r SLOTS . set STANDARD PLNF•10.1] • � � rEl[:'�:, I .: -- r r SLOPE �(' SLOPE it urn R - I( J F / • , 1• %�� r % . ! lti INl F,1IPAl1SIL\'1 talNf tfA' (NyN •� tv. b : - 12'lai)K 6 �+t4; , 1/Y 14Y{ �- ROADWAY - 1f1'(M) - KOAOANY r lu I< 1711*1 .SEE aTANDAND - CEMENT CD,YC.III9CWALK C•EL1Ef1T COSCRETE uthir , ,- �`�yV,,' ,rtt . r 111 :^ R s •• l R / 1 Y111Eti:WX �_ ROADWAY ., 1 �� , ,• J RQhDY:hY ^+ fl �/. 9 -� f' ,TIP., ^ FLAN r-n,a ° b 201E �d / "� • > P. • a \ r . `. �(o / v •' a . r -�� HA1CII Sf,1EWMKL\ll7P, �� r `I , ° •a ,� T. •• > . . }. Yes"i `� / (SEE COONtA.Ct) `• ` ` rr I 1 IihMP ERTRANCE- 1r.`• i '} ` \ . fv� •• ' . � � ' • • N. b� 1 ° IT yr i > - > �r FWSN Wm10UTIElt PAN AT CURB III a'''s :• �� ~`` I �i � � - t, t•:• - :r• �� IT-- t. 1 •'r Yy / 1' {, 6 ;\ OUP AT DRIVEWAY Ef1T14V11MCEE1IRGIL '{ l '� / O `�- ryfE COItR1•:r:�"- .�, \ al - DUAL:FACED CEMENT cONCHLTE CEMENT CONCRETE DEPRESSED CURS SECTION --��-MIME '= � MI TRAFFIC CURS AND GUTTER TRAFFIC CURB AND GUTTER Al CURB Rain ANP �l W DRIVEWAY ENTRANCES PLAN VIEW 0 DRIVEWAY - - - - USE THIS DETAIL - - - rELrcHrcOn N',Tt aDi3UI LK;WtN 1t I LD W TYPE 1 IIKD AND ourTER AIID iJUI IEIt( ! turf 2. E -o• :.e TAPER MP.) C DRIVEWAY EtRkaN E (sEE Nor n NOTES (rYP.1 (TYR) PLAN VIEW {�{ 5wP 61oac MP.) .0 T. When the dsf way *SIP( Weeds 11C (R). coa5Iroa1 a MIdeptn TYPE 2 O• 15 MAX. (Sat IIDIE Dr VARE!; 1:'I1AX(5tit.Milt C. e>panslait dni with NB' (In) laird filler 8 root nwla: (TWA ME CONTRACT) I along the dtiveaaq roniarpna. rr RID LIP a TY,rEN 1C PN}R C �'� NOTE DROAK pehpE Sao Standard Plan F-30,10, COnst•ur, ogWnsko ;olnb paral al ROADWAY cut'Tfit r CEMENT CONCRETE Dd tn.M it -\ ! CURD ftA►!F,to\DlW, !- Q1LA� atrta`L with Iha ocntudlr.0 as roCuMod at 16' U() malltean spacing tHx•, %J1D CUK+.O}r SEE r ASPrN17 CANCRETE _ r(Im/J tort ORIVEM Yd * nnF;lx NOr S:LkPJr TIt4Y (S.°E COAn4VLlr _ elm COr(nACTt CCH'INCI PLANS / ENTRNiCE T Sea Standard Plan F•30.10 tar Curt Expansion and � ROAD 6- 'k do 011vah'ay widths o:xad 37 (Iq• SIOEY/ALKOR PATH A 1... ___ "ARIES FHDU Contatxorr Joint spacing and 600 Standard •b' VRe TO Cr SW - SpecOlcaLlon Suctions 8-04 and 9-04 for '•'•'•�"•• '. ;•,:,, .,;.. • •.+ ; • • ?. Sot! Sgndnrd Plan F�1g.10 tar sidewalk dams. tn,'(Iq h.<IYPd * ! , „ , -. ,,;;•-.-, •,: • OC1 Ht58ED CUNs Mt I > • > adddbnal roqutramonta, '- 7• Glob era Gutter MaAnt see Ina Contort Plant. ter :ne -..•. b CE'TITR OF::now]: }^ @jlpt . PEDE$TRINi RAMP -1 • •'.• ) PEOESIKIAN14M1' - , : L• [p ICO CUND design spiragled• Sou Standard Plan F-10,13 tat ;'!.•.• • • • 5: !•.a.... , p DC •'- j Sn'QpN)PRE2ADW�JOIHT IItAL11 •t- CE`ACtn COIICRETE `- '� � S`!-•IIp F?OA1:81p11 JOINT int.; Cud) DalYla. WMGEV/AY ' L' '•"1 • •• . " - NWENADJACEHTTOCEiffM _ Joi tFPREAA]10ED ri1DEWAL'C(TYPA SECTION { A� 1 - TAUT FILLER `..� SEt� 14 eAhO PLAN mote 4. Ayala placing coinage snl':Ura,. 4reJOn Do%c, MR NOW is S cCWN.K �`(a�11 CO$CIETC SIDtVMUc) ORTJewAY IIAL17 • Or oilier ObStNetlaRS b front DI driveway entrances. Y!'Me E S AN STANDARD PLAN Fat f - ROAOWAY,CUTT tt& ti. LMtere "GRADE RRFAK' Is called out the redo knr,lh cl the SEE 6TANAVIC PLAN1=7a.1s SECTION 01 CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB lath CONLRACTI Is:EC*N;RACII ANT/CURE(ORREF E.O t/mtaun his Iwo adlaren7 MINIM planes flail Ed llLah, AT CURD AAUPS, LAIIDIFF01, t2'(IIa K• CDINIVNCTI 6, The Pedostr(an Ramp troth Is not required t0 cx,:ce015 feet LEGEND 1 AND UhNLIVAY ENTRANCES (,YP•1 •* DTPnr�0T0 Ginn (unless ohsrv:Ke sitcom n the Contract Fktrs). VLi•En i, - 13tECCY11MC1( a4- MOCJI ,L+K ( ham SLOPe Pi MIROLIVIECTIar: the 1Stoot max. length (messrod from taCK of sldowahr) rho J,. * bt 'err Harr]) is,.GI f .kTIER RECOMMENDED FOH y1 1. 't•.':•:7 1' NnRiF,� slope 01 OTD pGCC371an ramp Is a11,1/KJ to exceed B3rr:. * QE51;yL'FOR4hWR{ltY.LTA:1� 11 \1hTn1C� +"% ::':'' ..•••.:. ' c, Use a single constant slope from hsllom of ramp to ton 0( e014.T 7 Q T >{Uy isoveVAy RAMP ram to match Into Dle sbe n11. OWN a horbontal distance tat,WI IAA(lLk HECCLLPIEhlell rat •-,....... -•.N ',t + , ,�a i e I ? * * C'eSIDUTORLktaRA Mr..% MAX,' o/ ELTq ! * 1% FACE OF OURS -�, - FACE OFCURB - FACE OF CURS NT' ti� ' U ,y �._ lhi lt4\_IU\JOell (Intl of U feet. \• x,, �Q tY' \•4 �; YAWLS ITTO2C E ,� ti - •p ORFYLnNAY 1• (SEE NU 1E E; C�,�e f' FAO_OF CURB _� 4, .( SIT STANDARD PLAN r-*,o > •, i PAY W - r .,' �,{ ,L (SEE NOTE Yr 7. O'JtonD Ilmis sn]LYn, Pay Item Doan net Include dllt'cLVAy, , WARNS -� Scc COnI'ae•, Flans t• 1CY022 t• 0 Eft r ? SECTION '. 6 1 �� it F ---� ITI •t f.!' /l4 LJ 'cutEst CONCrd.TE wormy/ • {E CONTRACA I. /- 11re PAR err•.:' / `U FH hence, ten:'PAY I LES y Qr �:: c 1'11NIR + ; 1'bll)11. �lj O,A •f,06•u61�`V yr I, 'CEL1E'NT CONNS.TE rai:FWAY 1Q CDVTP.AL'T(ON.CNIT (TYP•1- SFF STANDARD PLAN F-TE.Tu O .► 2P,ry 0i.4, �, ! 1R•(0UR nlit � I'GMR 1rr p1RR 9�,. ISIs V1' •. EHIRAMCE TYRE v PAY LAWS FOR!AMP LEMt6TIIS CALMER 1TVN C.rf PliuV4]E ff l0(3TEt••1 E /� �!"'(• COVrttACt10A.Oa1T FQUAl1Y SPACER a'.R LTrt.M;. .tsto 11'4 u ROAV•YAY ( «. ROADWAY ).. - 1141_ b; f/ONAL �r SAL b > • e a Tr /' nOM3%VAY I i ROADWAY e ' . '� •r� - Ilna., rN! S DnNEWAY p o -r-.. ; ' > •••L 4 F .J 4 .� hisYn'UM 'rll PM (SEE h07E 21 ,'... ' U+IMEYJAY 10tOdax •�. Jv;+ty. • Ii,'il•aYJR• ♦� (6EE kVTFT( Wir:/„...,...."te CEMENT CONCRETE> ' t, "i , ` CEMENT CONCRETE CURBS ` • DRIVEWAY ENTRANCE •O tu < m 1 et, 4f OrktRETE te..ra:cpneaFrE ,�/ TYPES i , 2, 3r & 4 i it ern .)_- 1 • .i _ STANDARD PLAN Fil 042-03 Pelt STANDARD SPED.F-0ET PEII STAf(DARDBPEC.II04, 1* �r M W a D I I A!EET10F7W11i.5•! / 44rZer-- 5 � / STANDARD PLAN CATI I 0AA 1 LeKoix eit 1 aJ{• T VC /• i!a' a 11r SHEET 1 OF 25HEE/s Z m O W m ' r _ �`a APPROVED FOR PUSUCATION tc 9 U N ) ���� pp ua-i-i r...e APPROVED TOR PupLlcntlSl = = cS mm�11/i--.. JJ .4Jar rn n:n, I::,u /� -"..- P.M � / ea semen- �'r W �)•AriiI4 m E 0. 4i02 x co 8 f DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT gR,MY. Mp // ISOMETRIC VIEW1.1 ISOMETRIC VIEW a ""A=•N^ Aua T wwh� L,.. o.rawni.,r,.n.w,�.•. •`• /� •T• r..•Mt{w LS Apomf+al Ton this" CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB r/iF TYPE 1 - PAY LIMITS TYPE 2- PAY LIMITS "!i w Q vi STANDARD PLAN F-30, 10-03 - CONCRETE SIDEWALKS STANDARD PLAN 1=-30. 10-04 - CONCRETE DRIVEWAY ENTRANCE Z CD o IJJ 8 as j• - B . 51DE1wLK SEE © alrr MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS z CD Q wales FOR BIDE TREATMENT SIDEWALK S 10' DROONf.0 16•Tuff(:0.YTRACn �- CONTRACTION C_. y WO EXPNrSla`I.oINT(T`/P,- I'-0-� 1'-0' I I SEEOTHERSIDEtYAL'1SECTION9 (SEE FACE OF l t r .• I o I {5 T) FfHLJI(TYI 1S7:E CO!iIRACT LAH61 ,• Ja1a r s�arAH I{. I 1f (IJ:1 H. (TTPa -� I lc. r aurorae PLAIT M17o.10 LLl �nolarotNO 12•WO R. (r om - - CFJaERI t ' I _I CURB NM aKxtIGEDM OM REM No. MhTCa16 ,CWALK INOTII I I I I , i 7.07W MAX �, 14 2 Oli YAX. I1 e. -� -� canonry I • -r-...• '" '\�'F'\mow Ct ,_ co l V_ SEE STANDARD I ,, t� ���� I = CCNtNACN U %•• . • tFIO_1 ALK , , AY ;, `` , . . • • • ' • 1'(dIJ R.-f b ROAOIWY Y A, �' LVtTr. 51L EJrA14 WATII x,I ` n3 O) fitt r ) • ' . oly 2 • -� I l 1 i� :A ` tali I ' est.; council ( I b -C' :A1dE5 6 -V' L� _fa 1:27 SEE RAISED EDGE ,/ STCON',REMO',REMOLDED •�� re` 'y SEE Cane FACE bETA;I -'\-.,_,/ • . . ., t1 / DETAIL -MS SHEET ANT CILLEF I:iiE CONTRACT) • • r'- r ♦ :^1. , Sa' 1tY1 EWAN-gal. !:ARI IN P • •- 4glTHRAiSEDEDGE � ys���• ` - L SEC. STANDARD etANFaa,1a �2 DN OULD Cr ' TOP OF CONCRETE SURFACE MDNPCURB AND SIDEWALK ft sir 1' i ., 1. r "' - 'I lid fR(ISt11TY?.t a flIU51IED GRADE V PM MEOW LIv 7-D' SIDEWALK NOTE ,. - i� + �-^� ,' o r-tr TAW (SEE CONTRACT) CURB FACE DETAIL - LP � Ckv - J it?MS n f(Y!la 1. Four loot d the 6k(rlvrdlkvrd0, shall Do Uw minimum pedestrian accessible) D D - a3 m „ - -c� w Ili C7 ROLTt1IIN0 Cann nor IHCLupEC wDtDIRM- IQ fr00 O(wlocal And horizontal otsltucgone. Grotiog , ACcoSS Cows, EXMEA SI EW ALK TRANSVEf1IIE EXPNMSION _, Vtl .-�, I 7 �, 20Y, 1 - SIP.£ sfANDARDPLANf-1II12 Juncton Boxes, Cable VPWta, Pug Bakes and other appurtenances within me MINTS TO INCLUDE CURD DEPn11 ', --• L cc `"'- '� sldaAaIX must htl'ra O p rosistam surfaces, be flush with stutaco, ar10 (notch L. ` M P a y, ' • r g1Rdo of the siOsNeth. 1 5Lt A71E 11•J 7.6. T.e• \._ cSv •R CDS:CREW ORIVZVAW FATRANCE• (SE`: Nolk t!- al CFUF\7 COECAe n; �4T:,q1 a.'v '.'>K•...' • + .. • 111'PM . ... ,,,,•++�� tlflFCUs-tUe'PYP.} 11 �y F A' '"i'• % >'V?; � � • WAIL DR BARRIER t F• cute AND CUTTEK sit1L:3M'E(1Yr) F C;.IIU AN3 CU I I EIt e ticgdi Y: PREMOLDED �! ert. •1 i1YAJ tf+ JOINT FtUER 1 (51�f NOTE T :SEE AnTF S� lig i ADJACENT TO CURB I r.. I - 1' t PLAN VIEW (RIVEWAYEIITRNItE PLAN VIEW Q - (STEEP FILL SLOPES) - . . 51DE1'JAIx - f! ; TYPE 3 SIDE ELOPE rTYP4 TYPE 4 l . - .. / •Q BROOKED FIt46'N(fYP. o y� r Y-M; STERMALK 1!r(INIR -• .,..� '� (51 �Ep 1�OCR. OM00n1 ntOVRELI:D ;:, t1 *EATS ErrT/Ur/CE TYPE a(IALL NOT at USED AtOHGA PEOtDOrIA.4 ROJ1Y /r Ly fi C AEA. • aft CONTRACT) I '-, ./ , \` 3 SLOPES/ I � 1 �� CE41EI(T CONCRETE CUNB o • (I I - VA'0M R (IVP.1 i (CURD TWO g117E71910'Mq ! CURD AOT INCLUDED IIJ Lill) ITEU- f L , O71NC111DED IN WD ITEM „ $s -�; la =p161_NU(- I SEE STANDARD PLANf-f0.12 _ In IRK PR[HOLDED ` SEE. STANDARD PIA4 F•10.12 i , IAATCII SIDEWALK TRAW(itTN isee COMRAC11 ,72E CONTR• ci E•-N tA"(III, N TY) J •3 m rI(' • ••• ' JOurFRIER �f•�• ! ' 1 t (SCEC.OHTRAC:Tt ;< nb 7_ - • \ : .r • •• • • 1 � `:?, t DRIVEWAY _ ¶a' PO UI'BEIWE_N ROADWAY t N ' y F1A . a ( 1 • _ - - 4..."-- a. �,.�., i _i �`.�*E.' :0: (SEE NOTEi1 � _* n ` r° Od.111 Alin C,9,0 OR 6EE V2'(IN) IR ITYP,IP 6I •'2 lIF; tII DOUR FJ0* Lt!!AY •Ao SFC{tlt) PR9a0LOm J ��:... �• ` CONTRACT( ( E .L r:urrnr AAD GURO O C �+3133( Ra C. I{,-, •..a :.?..::--.•:-. •. .r: cauNAcn3J4M FILLET( /� 1 - "•• ''' - ,R." •^ • - t'- -_•.� Yg$SIDEWALK ADJACENT TO WALL DETAIL r1=y,. •, _ � j.. } • •• r •_•'• .� , •� • ,,,�, ;t FADJACEHTTOCURB I 3;l J r ° t 13RMDOE DR PFDEMSt11i1LM0 .L„ ..w � J��I• �• SIDEWALK UAM2I:AY �- w L'o- '•� %% DMVSLVAY \/ € 6 '" �\•. %�.• �J a•S' IIA) EXPANSIG%JBWI (IVA) - RAM Ct1ARAnn,OUTTFR (SEE MOTE 7( LvrA•R yam• rIDN (/F� CLAW E%in UITLn ---• � R I �/- ._ COflfilACnON JdlI(T W:PaU117ARD PtAHFa0.10 (.%E RCM V if RAMER-SEE- _ SIDEWALK • r� N -441 , : \ ,c, / W SIDEWALK 0111Y ' W NOTE Si$1 0 CONTRACT PLANS --'--. Il'r• pEE cprmucn-'� J ya ._ .i`� -' � � SECTION O `` !�y Ct SS1S i LEVEL ,�^ ' t>Y cores` l /•� ' EXPANSION JOINT r,1RI V J ii ii • r- 1rr IIlA R(TYP.) I 12'PNJ R 't -F�. / \ ) ' - CURD NO%;DEWALK r. CR T 1 FLUSH t I cW+n ;,Di WC WELD w Lim ITEL1- r Y '\ ' �1 gT 1Ll(y/ - ,�i _ --Li ( Ir 20% IAAX� I ie SEE STANDARDPLANP-t0.12 -j- > 4� f,,..r- •• c ti,� ,a � OW IU k>, dIgi N. alligaltaiSillain -W.V . : Ail O i• (RII11 • - ' > �� . .. I6OMETR(C VIEW ''J `i . •CEYENr CONCRETE ofiNs w �' L.L_ ! g ENTRANCE TYPE D'PAY WIT40111101110:_777... y 1.!• ,,t D F VERTICAL WALL- . SC MO PRELIOLDEO ._.- • '' ! I ' JOINT AND FINISH '19 +. w • •r,EUCNT c+1AT;nETC DrtItR'L•:AY .i xr,* g gi S SPEDETNI • MOD ILIEn(TYPt i DETAIL .P�, Fp1jTPy4 `, UNIVELWY �\ ,77 f'r1NHi\CETYPE•rT•AYLILaI \, 0a��,(r6,yfFalu,s, '91y 3 o ,f ,T,,t .o wADJACENTTO CURB ANO RAILING OR WALL RAISED EDGE pETA1L JflpN {I. ti"GI lln,t T( - ��. _� s/OYALwe. 3 I C.I.,A:f:O CDNCITETF , - DR(L2LV/•Y EXTEND SIDEWALK TRANSVERSE ' . I'EI( STANDARD SPEC.aaa.a Y•0•ARN JfKNSw TO INCLUDE RA.9EO EOM i "�" IdIEEE WTE n " .-- .J'.y.y 7s ,S,s„ oLVN�R APPROVAL FOR SIDE TRPATMENT S(DEW'LLK lUFFER STAN i - M.•b vN 1 t.11 FM '�• � Q^ A- .W ,. ryI(tn n!eM SEE011IERSLOENMix isFJ ioriTnAcT) r I5EECONfMen • Sfi Yl ,•e• TD „�- i� f.f CEMENT CONCRETE CEMENT CONCRETE �, eL. aP,;c.HCTtE,E DRIVEWAY ENTRANCE 5ELTtOr14 -'i 7 -' Litt, STANDARD SPEC.fL06] ' TYPES 1, 2, 3, & 4 t12'(IleR CURB HaiY/CL4DEDIN1a0META- -1 ^ - SIDEWALK sDx (Atx (TYP) i �/ sEE STANDAMfLAufaat2 ,. `J�} . i f, , + . STANDARD PLAN F-30.10.03 .4411.r.. i � ° "' i h : Al V L • • st:, o • , \ .. . STANDARD PLAN F•80.1 t1.04 �L /I •r 'I- 1 • Er ' '� ' � ' 'F ' ` APPROVED ICrt PWLiCAT(D!1 9 _ LL • _4 / b , �. !?• .� ' ' GREET t OF 1 SHEET ..V�f �'` SHEETo R V -i 5� EHOSKED GRADE V(W)BF-LON TOP OF CO.CRETE}l •• i 1 •. APPROVED FOR PUOLIC.tTON / SURFACE FORPWtTWO-FwsN IF PAVED \ I I ) ,,I Aua.I..•• (4 a:pLN+,kit PRf1401DED �-•• IL 4.1- .w. LIM:Nt.-Nru r p/ ). �, JOINT FILLER nnet>,nva,m ISOMETRIC VIEW 'I ISOMETRIC VIEW ( 1;tdra. fJf(( aJu. iH.!Jru ADJACENTTO 04FFER STRIP a� M,y \ TYPE 3 -PAY UNITS TYPE 4 - PAY LIMITS v •'n:A:.vnwnW yP•t W. E.AnTW Y Tt•NMtitA1.P PACC. E EXPANSION JOINT �) CONTRACTION JOINT T wuNtr t Wu a.Aa,pru.l TRR.,.,lnbt . Of 28 b APPENDIX 5 ® Documented Site Photos ( Show all directions of the site , including frontage ) .- , a _ _ _ - I Ye ' .� «. � I • ir t \\it A -,. , ____. 0, . , it _ I ��_ _ • • trim ' _ t , L. 'o-_ _ - ,•../' -- r ate•.-i t "s} a ,- - `- - .. - as s _ _ - 01. r - J a- _ .� - a _. x r. - .. - - r• d • TO. - Y 004 I. ROT •• LL- ._ ` 0 . w as n 1 A rads • I �� - . r - I '- Location : East Side of lot . Des c. roptoon o the photo : lest Sonde = ooGdnc up ttwards, the west slide . Photo taAen bye , son Ster iln , ,; 45 • ='" :. , rrr4 st II( ./ • 4 , t .1 • I :; tl . 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'� N Q' D. •N-n �+. .N.r, -yrr -Nb -�. -U'sr tQ Ut ti 07 11 t.D • m q = PROJECT/ CLIENT INFO BUILDER INFO: • SITE PROPOSED FINAL MAILING ADDRESS: COP.O.BOX 319ANACO CO f l d NElJIVIAN RESIDENCE pHONERTESWA98221 rn _icn GR�®E {tea �. � ; n D z Ni X 360-293-7431 (CrId 1 i , j d ® p > THE INFORMATION,PlAN$.DESIGNS,NOTES AND ARRANGEMENTS SHOWN ONTHIS DRAWING ARE CONFIDENTIAL AND WEB: -� _� 0 3943 Rock Ridge Parkway, Anacortes, WA °FsICI',I co co O r ':=TrratAODUCEDINWHOLEORINRARTWITN INFEXRRESSWRITTENTEIITSIONOFSTRA 7,1 www.strandbergconstruction.com Z CA IS CONCENINC.AND SUBJECT T CHANGELTHEDESIGNERMANE.ANDC A CF FOR AC URACY OF CONCEPTUAL THAT IS CONCEPTUAL: FORMAT ONOR O INFO MATIONMAXES NOCWHERS ACCURACY OF A'J I INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS: .7VGG 1 SYbirandbarp l'ampan¢s/b�INIJOEbr"N IONSMeumanNvaprMmmvn ifi m!v Rlilf TED.Au ssl 9. 019 • • n BMP C1230: Surface Roughening ® BMP C235: Wattles BMP T5. 13: Post-Construction Soil Qualityand Depth DESIGNED BY BMP C105: Stabilized Construction Entrance / Exit p MIKE TRAFTON a Purpose Purpose Pa Purpose and Definition SCALE Surface roughening aids in the establishment of vegetative cover, reduces runoff velocity, increases infiltration, and Wattles are temporary erosion and sediment control barriers consisting of straw, compost, or other material Stabilized Construction entrances are established to reduce the amount of sediment transported onto Naturally p r Ily occurring (undisturbed) soil and vegetation provide important stormwater functions including: = provides for sediment trapping through the provision of a rough soil surface. Horizontal depressions are created by that is wrapped in biodegradable tubular plastic or similar encasing material. They reduce the velocity and paved roads by vehicles or equipment. This is done byconstructinga stabilizedpad of quarryspallsat P p water infiltration; nutrient, sediment, and pollutant adsorption; sediment and pollutant biofiltration;water ��$ 1 U.N.O. operating a tiller or other suitable equipment on the contour or by leaving slopes in a roughened condition by not fine can spread the flow of rill and sheet runoff, and can capture and retain sediment. Wattles are typically 8 to entrances and exits for construction sites_ intert►ow storage and transmission; andpollutant decomposition. These functions 9 p n are largely lost when DATE grading them. Use this BMP in conjunction with other BMPs such as seeding, mulching, or sodding. 10 inches in diameter and 25 to 30 feet in length. Wattles are placed in shallow trenches and staked along Conditions of Use development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only the contour of disturbed or newly constructed slopes. See Figure 11-4.2.14 Wattles (p.378) for typical Construction entrances shall be stabilized wherever traffic will be entering or leaving a construction site if are these important stormwater functions lost, but such landscapes themselves become pollution Conditions of Use construction details. WSDOT Standard Plan 1-30.30-00 also provides information on Wattles08/07�2019 paved roads or other paved areas are within 1,000 feet of the site. For residential construction provide generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and -All slopes steeper than 3H:1 V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches (http://www.wsdotwa.gov/Design/Standards/Plans.htm#Sectionl) stabilized construction entrances for each residence, rather than only at the main subdivision entrance. household/industrial chemicals,the concentration of pet wastes, and pollutants that accompany roadside prior to seeding. Conditions of Use Stabilized surfaces shall be of sufficient length/width to provide vehicle access/parking, based on lot litter. Establishing soil quality and depth regains greater stomiwater functions in the post development -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. Use wattles: size/configuration. On large commercial, highway, and road projects, the designer should include enough landscape, provides increased treatment of pollutants and sediments that result from development and -Slopes with a stable rock face do not require roughening. - In disturbed areas that require immediate erosion protection. extra materials in the contract to allow for additional stabilized entrances not shown in the initial habitation, and minimizes the need for some landscaping chemicals, thus reducing pollution through -Slopes where mowing is planned should not be excessively roughened. - On exposed soils during the period of shod construction delays, or over winter months. Construction SWPPP. It is difficult to determine exactly where access to these projects will take place: prevention. - On slopes requiring stabilization until permanent vegetation can be established. additional materials will enable the contractor to install them where needed. Applications and Limitations -The material used dictates the effectiveness period of the wattle. Generally, Wattles are typically effective Establishing a minimum soil quality and depth is not the same as preservation of naturally occurring soil for one to two seasons. and vegetation. However, establishing a minimum soil quality and depth will provide improved on-site a ��. __ - Prevent rifling beneath wattles by properly entrenching and abutting wattles together to prevent water from management of stormwater flow and water quality. Soil organic matter can be attained through numerous = - ~� = passing between them. z --,\� \4Y =__-`_ _ " - ^r materials such as compost, composted woody material, biosolids, and forest product residuals. It is Design Criteria 11O T important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to - �\ `:�� -_ t-r._-_`.:_-_ - Install wattles perpendicular to the flow direction and parallel to the slope contour. the plant cover to be established. Likewise, it is important that imported topsoils improve soil conditions and - Narrow trenches should be dug across the slope on contour to a depth of 3-to 5- inches on clay soils and P P P W N.\�\ ` _._- _ _ �' do not have an excessive percent of clay fines. This BMP can be considered infeasible on till soil slopes \ �- - - soils with gradual slopes. On loose soils, steep slopes, and areas with high rainfall, the trenches should be0 ❑ greater than 33 percent. dug to a depth of 5-to 7- inches, or 1/2 to 2/3 of the thickness of the wattle. Design Guidelines \\�� "�'- ".'-' _, -Start buildingtrenches and installingwattles from the base of the slope and work u Spread excavated "` \,., �� `��`�� - p' P -.. -?- - Soil retention. Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent _ ,,`�. , _ material evenly along the uphill slope and compacted using hand tamping or other methods. ri=' .r'LS.-' \ ti,�9 a 0 1 practicable. In any areas requiring grading remove and stockpile the duff layer and topsoil on site in a \ r - Construct trenches at intervals of 10-to 25-feet depending on the steepness of the slope, soil type, and - -.;- - ~�- designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other T.ra.krtg 0.3.-.7-y-Jeri 4.and sawn = y rainfall. The steeper the slope the closer together the trenches. •,--- -3-- _ '-� 1:3 Jte_c _ :•==:r merle. a.•' \ � J ;mac portions of the site where feasible. ` }-_� _ " - =u - Install the wattles snugly into the trenches and abut tightly end to end. Do not overlap the ends. '" =` "~ \ °' ==� '''`d' "W Y 3-•^ - , -Soil quality.All areas subject to clearing and grading that have not been covered by impervious surface, -=. - Install stakes at each end of the wattle, and at 4-foot centers along entire length of wattle. r~ `~w -� _tom} :-_T.. �,. incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, - If required, installpilot holes for the stakes usinga straight bar to drive holes through the wattle and into ~- .,s 8.'�--`T Tracking q g g ;;.i -' .� ,? =_r �.,r. demonstrate the the soil. y :-~ . following: 1.A topsoil layer with a minimum organic matter content of 10% dry weight in planting beds, and 5% also- ood used stakes for stake should d be approximately 3/4 x 3/4 x 24 inches min. Willow cuttings or 3/8-inch rebar can .•` la'..z , a� \ organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the undisturbed soil. 1 '. 'a ! _ ;_�,▪ ; i �.. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of n.n-_ - Stakes should be driven through the middle of the wattle, leaving 2 to 3 inches of the stake protruding °ULNt r_;<<.. > ;'N ;,-i_, ,,,-.t,-'\ \.- it=i .-„- incorporation of amendments needed to meet the criteria. Subsoils below topsoil layer should be r11=u- above the wattle. !°,��_ -°-_:,: a--s-ao:., _.' t--<-� �- .- .` : � i1-u t Maintenance Standards Ep:as .�y? '• _: rY'+r, N. scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where t -Wattles mayrequire maintenance to ensure theyare in contact with soil and thoroughly entrenched �� ' . ` feasible. -lcn_ q 9 Y a 2. Mulch planting beds with 2 inches of organic material. r =P=I=-1`='n especially after significant rainfall on steep sandy soils. �.-Y;� y= 'r • 1=1r=1 al-u N ..4 r. ;-•1 3. Use compost and other materials that meet these organic content requirements ' n-s=11 la:z i ;1-~- i�it 11 a. The organic content for pre-approved amendment rates can be met only using compost meeting the "_"="-' - f'- . > r. compost specification for BMP T7.30: Bioretention Cells, Swales, and Planter Boxes (p.959), with the t �11=•71-11-i 11 ]1=11 -JI C^ nlinil�l- y y 1- exception that the compost may have up to 35% biosolids or manure. The compost must also have an '-11 ill_=« !' Contour Furrows r:=.r;_ "\ 1rcth organic matter content of 40%to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen 4°-' ° o ,N,`si!n,=I J �� ' ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands -7 '.,�ir•ir' t. 171r,'m-:Int Pi 4�s; r�l=u=_ ,Kar uncut->:. region. =n=li-1 b. Calculated amendment rates may be met through use of composted material meeting (a.) above; E �,,,;,rn` -ef- .�.=, il_1=11:1 c i 4 ' ' -• r,"� "'" "- '`'`e''' other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the _ _ :=�L r cry- ;.s t1�1-11-u-. ,Inn-i �'j I contaminant limits identified in Table 220-B, Testing Parameters, in WAC 173-350-220, s ctti:h,Hilt'.-,and dex �.n:'. HL=71=t�1 -0=11=11 rra7ei':c fists a= re_ g c 1 �t�l lbl I llla-f I1Ifn11JI�J1 �. 1 �%� oran-Sscri.,zo un II_Ir 111 ! TheNor Tosal:J.= resulting soil should be conducive to the type of vegetation to be established. E i,. I Figure I1- I_1.:� i'�� snus:ram : .lp I Implementation Options:The soil quality design guidelines listed above can be met by using one of the pa-Jac. 111 a' _= e • I ' r x=•ss.:` Ir+r. methods listed below: O w a Surface. (t_ot ciheninC 1 Tracking inq ="=r `•, yt Figure ?1 -'1. 1. Leave undisturbed native vegetation and soil, and protect from compaction during construction. Z o 21 s 1:• IMPS and Contour Furrows Y; -;:l - 11 '� Stabilized f ons'ruct;On Entrance 2. Amend existing site topsoil or subsoil either at default pre-approved rates, or at custom calculated rates tx a m Pt i EiF 43?I.{ENT OF ?.Fti�h� n��7:;i i(, I - -- •, ` � c w 1 • �_P,9 f:er,-o< fart=='=rP.201. based on tests of the soil and amendment. w 0 o ix ui M T. ECOLOGY' 5- '"'"" ` 'TM�u�'` "''"r` f %ate -�� - N1 3. Stockpile existingtopsoil duringgrading, and replace z z (II y.. e}. ...y:t.yu.. orsc:!Fe11r:%_4kr_tat•'.IIF.atda, - V.. ECOLOGY' m m Gfa.E°r„2.htlC:a t: ,,J:u Y,tc 4;�.;LTj.�nzfs�t�r>=: ;`1, r_ _ P� sEIY, ;k•<-rce:y.u=ocu=rA:r;_,;..k+::i_rcti;rek�_�;!.:.,r:,nFo,,,�,;,e, P P 9 g, pl it prior to planting. Stockpiled topsoil must also be o Q o o emu - V f :... .:J4- sr e or 1Az h,n[ r. ET n_;:�Zr_ d°.e.�. _. amended if needed to meet the organic matter or depth requirements, either at a default pre-approved rate m cC a¢ a m '` -"`•rt'' _ `' %\. ki �' or at a custom calculated rate. C 4. Import topsoil mix of sufficient organic content and depth to meet the requirements. " BMP C 154 : Concrete Washout Area -="'1 Storm Drain Inlet Protection i-40.20-00 More than one method may be used on different portions of the same site. Soil that already meets the Q '4x.i t=de:erds Purpose .,? + depth and organic matter quality standards, and is not compacted, does not need to be amended. al et pe-Fre-".E3 `., 1. Size the below inlet grate device (bigd)for the storm water structure it will service Maintenance P Prevent or reduce the discharge of pollutants to stormwater from concrete waste by conducting washout off-site, or , na�agarc. ter, �.J : nc:c-s�_s an:- co = >. f -aFEtrc.z-rdt!--rs. - Establish soil quality and depth toward the end of construction and once established, protect from (U performing on-site washout in a designated area to prevent pollutants from entering surface waters or ground water. ;�, 2. The bigd shall have a built in high-flow relief system (overflow bypass)- compaction, such as from large machinery use, and from erosion. Z -t I sl - Plant vegetation and mulch the amended soil area after installation. ti Conditions of Use ;' 3. The retrieval system must allow removal of the bigd without spilling the collected material. - Leave plant debris or its equivalent on the soil surface to replenish organic matter. Ow W CD Concrete washout area best management practices are implemented on construction projects where: ( Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than Z ® Q -Concrete is used as a construction material. -` �; - It is not possible to dispose of all concrete wastewater and washout off-site (ready mix plant, etc.). \ r <; jr� :r '' '. 8-01.3(15), continuing to implement formerly established practices. f- -Concrete trucks, pumpers, or other concrete coated equipment are washed on-site. Note: If less than 10 concrete ^.ti I N • `\__ r itiz �' trucks or pumpers need to be washed out on-site, the washwater may be disposed of in a formed area awaiting :. 1 / • VAS~ `- .=1 W 5 03 N concrete or an upland disposal site where it will not contaminate surface or ground water. The upland disposal site L--��� l `_ \ , rnree 0 p� L co shall be at least 50 feet from sensitive areas such as storm drains, open ditches, or water bodies, including wetlands. Ina c ____ \N.I. fff-- cis co 7ecuItTI ; W ` ( c {F t,_ pi:37�. Earner,AND OEMS CI i f 1\ CC E a} 1, 4";+:tEin-launr . :1e szcorvstt ate se_a;lakng - 3nt;'.1r-f'tfl) r+ FUteli :ca.�re.t. tF>;;Frr..;aeep.ctu.r:crtv=. �Il�e I } jJ - tj� Fn:a t -Anut>=aw.aad^rr-_ndr-3-.-ururi; NOT TO SC'•:` }• `\ '�• �-Ovu."79'N3YPASS U t1 t I_i t_l f ,.- . -n s3- � in im 1_)('� � 1. J_) SaTyan Figure II 42.'I..! _° • - .;`= r c l Iaowor.Er .RrrDcscE CO ` jjam' Wattles - 2; z l I I I p r,n•• ?-nc- 9 F / I • 11 _ _f7'.'. v3 t5c'i� O=F R.",'VE.1T r< s�Cft�:=.Ci_f_Ol_ j ' F3L7ERFDJ 1 (v] Mint . �r. " ECOLOGY .,ses>_!:xT:i'uvtrecy.na�a_�:�•„•,+,:.'tN.L-r:?:y�yk n-;e r.-:�ng pe�t�;o,�_, ' State of Waaaet;:2r Sac:a^:xtsi Failly.aa?i,dsrte-_ /, n ° ''a`'=5 I-i r' _ -1 t ^� r ; ' BMP C233: Silt Fence Fogs i�' i r n ® BMP C123 Fr : Plastic Coverin � �� I � l .-yL;{;-:,p<: �.. HP_F.'n I Purpose, I I ry ouzo ! ' \ Purpose i J ' Use of a silt fence reduces the transport of 4.,;,�_,�-r;;,,ie,i. I L.L ws-- coarse sediment from a construction site by `*p =�+ �+•ra-^ttr °° -1 I-; !�, Plastic covering provides immediate, short-term erosion protection to slopes and disturbed areas. "rE ��� providing a temporary physical barrier to M �6zpc Section A-�E i LJJ Plan L ':Lm:G =v'Mug rhos D c , sediment and reducing the runoff velocities of "'r�� =�,dyr °a•°t<w Condition of Use i p �i w overland flow.See Figure 11-4.2.12 con Silt Fence I , 6L °3> t •��•�t a;��t Plastic covering may be used on disturbed areas that require cover measures for less than 30 days, except (p,369) for details on silt fence construction, i - =sa m {7 tiE, :,:^EdIn. e,,rep. as stated below. I °y `;° Type ":13elQw Grade" 7 Q_l uci54Ycr 1][ SECTION WON i 1 r p3¢ wa «go that to irstalieo Plastic is particularly useful for protecting cut and fill slopes and stockpiles. Note: The relatively rapid NOT TOsrMF Conditions of Use 1 ; w nib, ,x ni, SC rn f the breakdown of most polyethylene sheeting makes it unsuitable for long-term (greater than six months) acaOCADIAGEGIWTE_ ! ,a_ ff' ...cc= -� n;ti!r_n'�^t-a �scets -nEcrualitrau: sway .\ Silt fence may be used downslope of all t ---- -�- .ti I} ===w° W-02- ' " _ applications. r R Gal , ; 1 ; ! H i�y P a ref ��` disturbed areas, r - -- Li_ro Due to rapid runoff caused by plastic covering, do not use this method upslope of areas that might be \ °„ice„ ; I �rx I °°Qog �i, \� Silt fence shall prevent soil carried by runoff ;;; f -I i 0in ,i adversely impacted by concentrated runoff. Such areas include steep and/or unstable slopes- y a ramwater from going beneath, through, or over gri o ; _yrs 1=a - Plastic sheeting may result in increased runoff volumes and velocities, requiring additional on-site r s.-,c °�_�� �, ;,��' i ;�� ' f! _ • r , f rC�--- ri,----� the top of the silt fence, but shall allow the y=x•= _= r�•1 _° B j. i s mta- measures to counteract the increases. Creating a trough with wattles or other material can convey clean Qr "r ;-4 "4''==LLB° °za`= !;` 6o:e?en�stTawe r . water to pass through the fence. 0 oow5° • water away from these areas, r✓! I C =;-o< I � � Silt fence is not intended to treat °-. _E -To prevent undercutting, trench and backfill rolledplastic coveringproducts. �'v- t ==�wo ''t •;, P �!\ r- ���/ concentrated flows, nor is it intended to treat v;' =T. =;;� , Cp�t/ ;.gym. ' plcllnng -While plastic is inexpensive to purchase, the added cost of installation, maintenance, removal, and / L.L oo3y rr ,+, substantial amounts of overland flow. Convey Nw�° ° ° °° disposal make this an expensive material, up to1.50-2.00 per square yard. ''� ,°� • any concentrated flows through the drainage a�:-, I f� ° . -Whenever plastic is used to protect slopes install water collection measures at the base of the slope. € i ,� a°�� 'ate;: a system to a sediment pond, fZ :rm gill �'i These measures include plastic-covered berms, channels, and pipes used to covey clean rainwater away � n.t rc ,r DEVICE� ' \ --� I- show V.^3iftAWBfPAw OM Do not construct silt fences in streams or wF° Section B-B from bare soil and disturbed areas. Do not mix clean runoff from a plastic covered slope with dirty runoff `�? jingo 1 use in V-shaped ditches. Silt fences do not _7e=zt=1 =,- 1 �- iut,lir.4E:ktlift. from a i sue:v =- ��H= eproject. -1 - i -1., y.:_ q / provide an adequate method of silt control for ts:,arL<..� s g� u-. .�e: Plan '= . /G STATE° anything deeper than sheet or overland flow. Lfv_n_I- ��` AL 'a fry.lie r ;��,jy/1 + s�4 OWNER�V `'r- APPROVAL Type '3�bC5YP_ � v__:: --rrSYl Grade"'with Wood Planks t`, j .0 (tic" tt=w:,a- e +, ,I DARE W.MAURER NOT TO SC'*- \\Vil ISOMETRIC VIEW ,.ER„HGTE na.G00.'48 to _1< Figure i1-4.2.i2 J .+nss s�ranc im.� ! INITI�: ° r+l-a® w,emas , Silt Fence ° FAGEA: �z >i C9=n IC,;Err:' r;ed C^c er2Jt-I F :g ur'e 11-4.-� _ I' a STORM DRAIN I r' } Washout INLET PROTECTION EGO? 7_...«..n-aseirtecf.:.agt'n",:-xnnPr�.-F',:r,-C_I:J.cr;.Cpa.TN.::<. Concrete Area :trl_c,:la:,l,;cc rl I-•'3cu.rIJ:A;aa'[_:I.v-_- - II �_-f:=.S t:E t•a7 C= C3 to Revie_d-une':'D',.= STANDARD PLAN 140 20 00 SHEET 1 of t tier ECOLOGY 1!P�rr I r I APPROVED FQt F'SL1C4T1014 a`- r 1��l�L `� >•"c35e 5-1rnp 'r:Y.ry a%T`-15'u_G•%i_ ^j:iw IL�!r'_1 Fcr C3;...a!T1 1��c 1'.:ni_n s PAGE: -er �1r:_r:r sitar, Pasco Eahotichill D&20-07 a :!3?c Jr ',�'cE�l l'iG:.:f !fr21iL5�C{1Gf(-?-,k'IL'i'{.and�•3_i3.^. fin Hamm e,,x of 28 E w 1 STANDARD PLAN F-10e12=03 - CONCRETE CURBS STANDARD PLAN F-80.10-04 - CONCRETE DROVE �''I .Y ENTr ONCE DESIGNED BY MIKE TRAFTON i FACE OFc(FLe 1VAiL1Es:rTi}2ts FACE orCURE - F?6^AOFCUIa - FSCt nFUL5?a Y:,RIFS;SEECut rnOT MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS 1/8" S1A rLE- u.N.O. tit • '� '1ARIe" -1`.” F 1?2-_j-�-- YARiES FROM 5 TIN TO[+` s �'�'� e3ttx7hfP, rsEt�Lat_t) DATE E GOuiRRC� 55 Try S• F ( MAINTAIN iN•6t SLOPE EN Ism ITy ,t v r I_ 'A_RtES.ISEE t:tdCfRACTi cannvuo 'r"0/4)F.- • r 1^(rh'l;Z 7 - I4:ARt>:$y 1`tTfC : ON„Its OF CURD S1ATC1i ROhIX54:Y .i' I -- :"tile,R.� f A R. i` �S� f CEMENT CONC.P ESIRIAN CURB(:YR) I•F-ilk WANSIOR JOINT,MT.; - I ` -FIRISII F. nT'•tt�ES'al't o 8/07/20 i .7 t \ - j ` MATCH PU4PWAY T mil{c --, : H4TG3 A4Dt.'A!' i I + i� Id RtT hVAY y r SEC S swum IN CONTRACT; SEE STANDARD PLAN)�20.t0 !SEE Ili^_1;---,) r f (MN /Eit`ELit•7: SLOPE Imo_ 1 -! ' r SLOPE � _ `� ' ' SLOPE Tr?'(nY]F:.-t 1 �II{r: ,i �• SCxS7ANDRROPLANF•1C,1? i f nitE:L7:1-K :; y • r _ / "JE(tti)R \ or., r. • , tD`• r` r 1r2•(IN)R. t n . .' - la'(1 r 7(O. W a1 f �' 1-Ilk - Pei50J�6iY b (L e''_-tPAW t:-Sti;JIN- / CO RC, CEMENT .... -�"" �•1'a��k�" � rI'YP: ROADWAY -� 1 \ !_ , -• J , r ROADWAY v-r. ;! R. �r mac, ,� `i,T-'trr % R f :"lli {iT'F]•; STdND PLAN 10 J'�°3,;;Y.T NC.S.ar+.S,f.x NEt1T CONCRETE // . \ -� / tti • `'£ r ,b ,• •• ,' ' •� , ��• � M a - 1' • ,t I I I I I fj� -�" ' _,, jf` '" ? 2 - • i` - r •_ E < a i -„U/11" 1 ,�,: mil r,r t f ' I MATCH EIAESSALK win! I / i 1 \11. to l r •/ ? f���. /- SSEL..CVTRt,�.l ��. 7j ,ti.., to - - - " y :_ bi FLL'SH)NITtI(3,ttTER PAN ATCUR& • % F ., !�' i'� #•-S.. ` ENTRAN _ 2(, ; � j `+ ..�' ti.1 15 £ /, �.(SEE.C•iN ;Cr.' `yt,. „ ,... 71 „-\ DUAL-FACED CEMENT CONCRETE 'CEMENT CONCRETE DEPRESSED CURB SECTION i--j - TRAFFIC CURB kPdc� UTTEIi I TRAFFIC CURE AND GiITTER AT atLlcBrstePslf1 I I I I i I i It I '\ ram= L DRIVEWAY EITIRANGES PL�,t�+JLE"SN 71 DRIr1�4Gfor Ifi 1 LF' IqN 'htEEIT Cc/NC-REM i:t1Rr L USE THu DETAIL- - B C_lRSAND'OW/ERTAPER ` iJ 14'?E 9 ETE OURS AND OW/ER T-�? ANDtLr1T}tt;5EEtafE=Y SAD �.g { '. J, S n1,7 i-37 MOTIF I , LAPIS ENTRANCE \•_ G i (- al {TYR) - :AGE SLOPE(TCP,) .1 1. When the driveway wick/exceeds 1 '{t!?,constr./di a tuli depth E 2 `s•__)• Is us x (SEE NOTE 51 VAF11=_ii 15 MAX (SL•t.:D IE Ec TR'DK)a- `-!---1 t` 1-{IN}T2. CE7SEtrCadCR�'E GRADE {fYP,] (sL`rt'rtlxaCr) ,, expansion;rintvAlth.a8'(In)joint filler atari4lhed•to Y:�l•;_c-r.)dr)InE. :�..( I ` ; - a' NOTE tT"1 IN)LIP, T:xN �- CEMENT CONCRETE OR ;,x(11i R CURB RAMP,LAIADDIS, gl;r;; DF Sae Standard Plan F•30,1D,Const um expanstrrn'uhr�parallel n(�14r hY GLITp L_ PNt .r 00.DRgr{vtAr M S: : 4 t-CSLaiti GfEi�- with the comedies as f2qul'ed et 1S (hi m3Ri.'nurn Spacing tt-r;•'I AND CUR3AS-.SEE c .\I • , c; !'-ASPNN.T E+Dt•ICRETE I _ 5• a- 6 *$ BRE.''-, Nni - n_ r{� I ::::::-Paitillii:IEW)- .$`�-1"CC•1t_.+1 1 SIDEWALK CA PM . E7ttR it CE 1 Sex Standard Plan F-S0.9f]for Curb Expansion and is e xCIt ft g i 1'.r41 FROM . d -5-. D GRADE r a , CCH-Rhc 1 t;_ '� 'AMESilt TO FR M - - spacing_ Standarddriveway exceed RI' -1 Specification Oa and `• S n 1 's al a•laits. tar i act+ ��l�atL 1 5 b ` ' L 2 See Standard Plan F-30. D i.. I7cte lr t• .1:1/4: !. , j r� Curb zra Glitter s. see 1 - n-•-- - a requirements. p_^.a. ) a + EPRES E 'i " , ` - PECEFTRW4 RAMP-' j > L PECES.TRIiN RAMP ,'• hRbrt s re conical Plan.,r>;r ;le ^� >_ a.,..xrF 1"'=NO�k:i; i 3a trrh d plan specified,See Standard Pfau F;1D.12 let I': �-- air pN)PRCMOL�JOINT FILLER - - + -i' 1 Cf'�i aM COI-4M c :• �"'-y. Curb Oaths.fPl1$N FD.L:GEN7 TO CEt,(ENr �_3R`(II(r PRETAO(DE6 ' SIDEW LK I+YP.) SECTION J4 7 SS ST I$P ,SICa slow tTYP.1- G(it1-)S'AY • .•�-r �•.'• .r-^•--. r CONCRETE SrOMALI() JOINT FILER �,• SEE•STANDARD PLAN h-da.lo 4, Avoid planing Oralnoce structures,uncdo.n bases 1iz•=iti•..TF 71 STERVtLK-' rr- Cr other obsavctians h1 front of atier�•,•:3y Entrances. tit + DRIVECdSY Ralf I II ail ter ITN)LIP BETWEEN _ ;1N)E.%r kt5t•7N.,P..ih"r(TYP..- /� f to ' CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN fi.113313 ROASWAT CLUTTER 5, Where"GRADE BREAK"Lc called imi the entl a lr h;,l;e SEE'STAt,LL�ftD PLA!4F 3b70 SECTION t C ) i _ ;SEE CONTRACT: 1 (SEE CO URAC1) .•.'QO CURE(OR SEE` line between ilea two adjacent surface planet small be flush. �.•! L .I;TCURBRALTPS, LAI S. '�2" IN C:iNiR4vt; l_ ( erxfeetLEGEND ANDDRNEWAYENTRANCES ; )R. 6, Tito Pedestrian Roar, •r�tt s not r uhed to exotic J (T5'P,f LS'E,Ci?NTR:e z ref'7`GGr^_-GLISn (unless otherwise Siowr, ir:the Contract Piaral.Wttr a--1,;)n0 - IN$iHER"D13:"F"it'3h (141115° \ , T] { - _n the 1S•oot max, lci th (measured front tack of side. ks tic - -- ?t'� & J r t1','.TF 7) tit,Si'i PUTTER REG$3�1dEh D'.G'.�R �;,. ! running slope of me Dec stun ramp Is allor.��to exceed E]'.r:, tk , ibTRte• • s) re4(rwnxc tz Tu:} . •.•-.•a• . :.•..,- e •L+•a- Use a singles constant Slope from t ottotrt of ramp to too of W FACE GF CORE -- FACE OF CURD 0;��flF 'Asp. DRIVEWAY RAMP riim,J to*natah Into Ma Str+E+Y31tt R'!P'3 t'DrL n;.9t distance * * :S4a U=(ELAI-LA RECU!CMEAL•eLe KIR C,C+ �� \rhRl T2`T'426• FA' OP CUR3 f•° RT 3.,"'(i.St_XIiSi'5tG`;ti.s76l1"t1Ti.]- 4f 15 I2. Rc_Sta1.'F'Gtit1Y +R4S�>:t G4At(•I itF 1+i.1Tt4��,�y�. .-- F5G=;):t;lJnc (..� S �._ . r`�• GRIVEI•NAY (SEE NOTE 5I zkil:1"�• C. re VARIES � �. = '% '� `t SSEE•NOTE 7•j SEE STANDARD-PLAN FIAT0 -i r e m • Include '•� \ I l�-- - t OF I ;;a « Lsyand Ilmis n .vn, Pay Item cos nel d 1. +w�, rrxr zr t" s 3ft SECTION £ 1 See Convect ec Plans _•' (SEE CONTRACT;.. 11.2' (ti?Ci. T° ^t •` 4�`i '-'EI:ENTCONCRETE13FIr:S:.YY f - { 11 5 MT t 1" _ aCE i17 PAY i.ILVT., Sfr r.. F /.%r- ( P ".A3s: O .'G! F-NTRA a -G - 1-�� n :"pNi R. - t`tali R. Irr R S' li)R / .o �'�'{ &F y, CE/dF,N7 i E t rtETF ORih Et�Y /1�C(1VTPJYt1(1Y JOINT(PIP.)-Er-STANDARDPLAH F-3°.11r EGG y� P� �wn0��1 tv A I ,�` (w) J ( la-pm R _ 'rot* 1<T tt •t• i t + t it `' ys r F _ ( 1 r�__ �ry�D ENtR„NLE TOE- Limits C R E._,P LENGTHS CREATE.THAN iTtOvl?= c a p . MADAM' I ROADWAY } .1.__.. - NIL 4.t"� hVTRACtIu,.Cn1iFIUaI=ygate=_n4v.r,`rUN.00. / '41 i T�,�C:1 E fETT- ' id- ` 1 ° -P�• ROAJ3'1AY•' • t ') __ '- li n � • -�- i Han),Ed f DR;VEtNAY c ,r �.. !•t��f'� o _ '� �n - r �,�- •` I ASayU?DN3:}I PM tSeEti47Ei: ORIVE;Y:Y •„�...•"� ���. c •:Is-�,,Iw_-,r� 3 //f (SEE 71 .fij1---- CEMENT CONCRETE 16 N - ' .fi p o CEMENT CONCRETE GARBS l co • • -` DRIVEWAY ENTRANCE p w n i. 9 I C.,,ttDa:rt+lcREE CC.4trxs CONCRETE r STANDARD PLAN F-10.12-0 rERs7ANOARD$PEc.wsa 3� P�ltssAlanAt�Dsr-c.t:oi.a ! TYPES 1, 2, 3, 814 o M co M I - STANDARD PLAN F40 10.04 Ce a ~ 4 1'•'N.-j I_ .,� „j g'` a'ice• B 1k" I SHEET Y OF 1 SHEET ' LL C7 X I ' ' -.-�i �'-"'-"'IAPPROVED FOR PUBLICATION i I -_• y f 5i-K�71 Z!F Z WEECS 0 Z m U Z N �i 71A+HTI,Pat • f lei iOVCD rOC FUCLICA7t�y J J Q O ' m 1 . h jyle.. 1rnIIZa!1•'t-t'Li it rrr,....0 OZ = DUAL-FACEDCEMENT CEMENT CONCRETE MOUNTABLE CEMENT align i er�u.elaTo. "ISOMETRICE s. R extr:_ ,I ,,,;.•_:, m ti a o m YIEtN ISOkIETIi1CYlEiN .� kTeE.=wsrLna� SYmhbpu 51W Onw„rsnl a:aon:grtciic CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB TYPE 1 - PAY LIMITS TYPE2-PAYS LIMITS Q W STANDARD PLAN F-30.10-03 o CONCRETE SIDEWALKS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE Z o W 8 ' °"'g' SIDEWALK - FOR SIDE SIDEWALK iLl[ (L1l2 MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS z ® c (SEE CONTRACT] pROa!!tL';1 VA,i;f �, Q .'`0", 1'-0` I $EED1:: .SIDEWALK;�c.HMS (SEE CONTRACT) CO°FTCiA't'iLati- 1 F'i.EO=CUR3 �T t `.',+v"' IH' FJ(PANSICJNJ0173:-rYP;- I I , " , l It�=E CONTRACT 7 c • STANnOJtD PLRtIF0i0 z 3ona S lt2' t" FINISH L TYP 1'nACT PLANS) cc_ //1 ROI:NDIND 2J]% f w 1�(IN)R.LiYP�- I 1C, UiRD I - tt 1,_ pm ^t _ CORE NOT ItFGL.UDEDLN&iD1fEt,1- \ Jy 'S CFA!Er,T S• W N d '� a Td1347EATt `\ rr ,see STANDARD PL.ANMD.12 { 2.4Ye MAX,� T¢i /r- - n '�'t' CEMENT `Sp `'.r^"�� rJfA7i7i^ai�C:.'.S_.4'iulr•'TII -1 �g y » Gt� :.. , _ ___s n F $IDc4YALK tt1 i - • SIDEWALK• - F fit• ( t { 6-tT` i VARIES s.p U / on -THISSHG�T JORYFILER - ? 't `'\ _I J r I r•EECONT•RALTIr 1i.'" W Z n j J a WITH RAISED EDGE " re.\-- t: 1' \• ! Ss (aca>FX ArISION)DINE;T tP t p QFINISHEDGRADEI'Otri9E1L04F MONOLTHICCEMENTCONCRETE , �zS7AND71RRPLitrF,1R,i4 y F �`� 3toDlt=U Q _ 1 TOP OF CONCRETE 5UF'leCE CURB.A1�lOstDENtALK g °i•2' 1' i9 CONTRACT: NOTE r i } flicsk. 1 0 \ '� _4- `� (1�j • 1'-err 1'-p' Neti ❑ _ U y CURBFAGEt3k-TAlL �• ?- • r ,� � _ "• c \� � OTIT N R 1. pouf Est DF dta sldrratalk Yiidth shall he ttwrniramta 1 P+ es`siarL ass Jh1a r SS 1 ,• ` u �` \\\ W ROL'NDg fa !rT i 6 ! � � _C::Re NOT 1RCWDCD m BID GEM- route tree of uerticel and 3tbrizontal obstructions.Gratings,Asxross Covers, c'St END StDFNALK TRAt,iStcRSEE%PANSION - ~ n j n`y �� - # - } /../ ? *11 ;��\ �SEE lSTAtR]AAD PL,9N P-0G.12 Jut7Ct-4R T]D?:Es, Goble Yarrtis, Pull LOXES and Ot11Er J06.•15T0INCLUEx'Ct11iB GuLI I)E77tr1- d' I -°�` L.o%1dA71 / appurLnent within the ' ;' sidewalk mttM have sip resistant surfaces, be flush with surface, and match i I I ( Z d> e"'� tvfi .% grade 0f y15 Bivak. ' ! C 4� r:yyia a wpm-dry ',, ' 1 : (SEE&IZL i}1 .� t - j,,t` -.1�h,,,�F.�,;i ?REMOLDED _ v'F,- - WALECH.RMlER BU;FERSTtTI?(TYP•:• a 7-if 7-5 eEm rnceNCRe'TF. DRIVE`AYE=TRANIrN) 1�==r:olti) • icE.VMTCONCRtto� * JOINT . 'TIP.) {1YP.y F cuteANt3QUM; o '� + • {�F NOTE 7l ELOPE t ADJACENT TO CURB r= a } PLAN VIEW PLANVIt VIEW SFFhaTE3) / Legg L,�.T-""Ftl.SL CUR ----5tt)ESNF.11t / li t DRIVE4,nf ENTRANCE. Fo w a : TYPE 3 SID ELOPE`TYP? TYPE,4 �z�z /' i(• 1 '3RQGl.1EDFr[QSHtTYP.) 7 ' �/j LLz� ;? 7'_°', S1D65Vil( 112°(!NJ R 'p .•r +1 f��',I q. I t �"' ou.zo ALL S:(1T' rfi (6/ ; Lrt)'h4DE,$MOD719•Zi01 'LED y llerjLS EPTrsjiriC=iYPi$t•1fiL has ..E LiSEn ALONG PErIES r ' /� uo > i SLOPES UM (SEE CONTRACT) I •: - PEFIt►l;TE0. T^ T'71A,1 RO3iE '� wzg U ' I • �f� it `. Lyog q . tar PM R{TYPd !-'� , '}' �',� „ / ' ti ` CEMENT CONCRETE CURS to �'y to - •_ .• r - - - V (CURa.1tMD.GUTTER$?!C'M'11 �' r6 J''DUBS NOT INCLUDED IN BID tTrTl- • ' 2' tots r 1 1 SEE STRNDARD mot E-16,t2 '� �� I HOT tHCLUDED IN BID ITEM • N c z o LL w AID I �_5!d'pm PRbd019L� SEE c WA 1VO • '.. , . -_ JOINT FRIER n l $N..{tYP.. i$`tE • pp iFzoz i= (� J $ f �-� 5 !STANDARD DT(ItlEtNAY S IAA )' ICON;R9�T'; CONTRACT) ry eeret -J(W)CIJt I ( SE::tT:(7RACT) m 2 , tiff �r•^� = �'�.. a_ Pea,' i' , > y '` -`• }f l ! �v £< -^� (SEE.t:Ii'{:i) C io ':�':III+LIP B^741_PId ROADWAY qm••I I c •� ,n v z}w'dZw • !' in �- 1.T -" -•. a Nt JP-EMEPN ROAllii. w ,,> a•'D'tSP!)FREiA61DED pa:,+ I � A \ GO I ut AND 4'u,Zn{OR 5[r: {IN)R.(TYP,) _ .- llTTtl'+.AND o u ' JOINT FILL % i 1 CONTRACT) �' (Ca` !Ilia SIDEWALK ADJACENT WALL DETAIL 'y� / •-•" H r y ,nAt �-� /�c CUM g ALRiACEPdTTOC1JR8 \ t / /: ( �" J Ck:TRACII .. 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STANDARD PLAN F.80.10.04 • q` r, Pw SHEET 'a FINISHED GRADE 1-(IN)BELOW TOP O CONCRETE y %~ I , - • i APPROVED FOR PUBLICATION _ y r c L 'Z SURF FOR PLANTING FLUSH IF PAVED t I - r ni...w.r,.� / ,,77 r APPROVED FOR PUBLICATION u PREJAOLDED -' j Abh, ,.0 II:brrisrss ' , c•=r:x.tlr J JOINTFILLER /' i5fl6AETREt=VIEW ISOMETRIC ` -LrC , fCt 4�ui3�itt�L^t'nt AQ IOC FTTd BUFFER STRIP �, asumentntx.�rsn a 0 EXPANSION JOiNT Imo) CONTRACTION JOiNT Wi WII iA Ttl�+ oayean 1al ar Dixturdnxse � - TYPE 3-PAY LlNtITS TYPE 4-PAY LIMITS a Er 30x3Civc4 E Yxwhinc''rc Sires Dopanrxrn z1T,ortspaNellec PAGE: u' 5of28 j 11 o, �_ _� USnN. 18"a 50 Sj1`I n � �l ', w / --- _ — 4 y STREET ,y ' ,FaSTNC 18—i$d1 \\ I ` D 29 TH I�--1 l\il ` ,tee le 1 ` 1+2 ii3 % Z +\ \ 1 1 \ 1/a / • j I 1 1 \ / / 1 1 ‘ \ i . 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G�. o° _, \ \ TRAcT/ „B„• / Q>/ / i tJ0. 1' n�`' ' �� / \ 1 a \ i r� t r, ^e�. ryQ / m, ba LOT 7 ' ' 0 ,// �" °D \+ \ 1 1 ,1 \ ` r1 ,` 1 v 1 I' ;` .2 o', h LOT 12 1 \ 1 1 \ `�1 O PHASE4 %! ./� \ , / ?ham 10,095 SF ' ~ / ''' 7,647 SF I 1 A �' / 2 `s, S \\ ' 1 1i11�1a'' `'� �s `O' !/ L❑T 13 u�o1 1 1 I T�� i oh / a SSW 9. / 8,741 SF °- 1 I i l \ \ (''� I / LOT 2 % ,! !,�'' • i' �c-r LOT 6 r60, ' • / ,� ' 4,S .1, _ _ _-- - I 1 • • \ 1�'�I 1-�-i Z. 11842SF , I' r 9.37• if / i '•; i ,� 8,712 SF ' / e.!O `S' I i `\ ..-1 LOT 3 ''y - ^h r/ , LOT 14 '4. �� ap� PHASE i 1 i — rC—�+ 1 13,232 SF / '/ ' .4 +v . 9 967 SF �' 1 Ij /--�_ j `'1 ® ; ;' LOT 5 tso HA SE 5 S62• '716 CIF #20070124009411 ( ' ���% W -_ _ , sBppan(jQp LOT 10 9 ti� 10 599 SF 9•� cog !. n r1r I r 1 1 C % % ✓ a,793 SF =-'o\ I `F ry 4.22 ACRES : ,• ',opt / ! ! '�!,>%a^` �- a. r I 1 LOT 15 1F ' / rI 0n ^ /' t �� 3925 0 h4/ 562845j J 0lS, N6g• 9,678 SF r / r :// r, J4 1 of S 39•C, b f / %� 1'_�v1r i /l /' ` // o f 3928I r 1 ..,.� 9,390 SF ` , �• 1 11,941 SF w I f 14131 , ; �`�/ ^� s +2'. "_ ;12 3' r I / r S'o-92. 3927I eo b •00. - b K L❑T 16 \ ` / / /„/ / / /�� y` %�s° i r� r f"5' 'vai �44�fr s92'St6'V i Cr) 9,382 SF _ �'I ! i / C 1 i iS' L❑T 3 34,87' -"!I i 1n I I S .es ch ` �- / I / `., _%%/ , I 1 1 I i1 LOT 12 6.94' 10,807 SF 4'1✓ r: a 69.4 n m /, / j—% 0 r LOT 5 i 1 9,592 SF 6 I w Q 7Sg. ^� ' / �. 1 1 ill S `S l6 V 46 S9S,r '' 124$ f (n i ' / �\ 1 g y� b I 1 1 1 . 1u 4 �•o 39,16 S*. ; y� ' cr / / J / / \ 1�- �.GR.1 10,542 SF 1 ' i T.999 �'' S 2• r "I 8' N // �` I i i s aa'<2'sa'E I I.Sy' 2 `OS' 44 f n» h~ �'Ig,4' r4 I r ^J LOT 17 `_ / .' , ,-- / 4 / I 1 `�' ^Y LOT 1 i i 8,321 SF at R? \ i t \\ r / r= C \ w LOT 2 3 8,483 SF ; N69. o a+ --------..„1 \\ / sl Ur 1 \ LOT 13 / , , 47• n ( / I r� I `\ 9,043 SF ^S 9,203 SF N n / !/ .a , 1 4Sg o .rs• r��.-.�(ç n o byr; i� - j �t _ 1�1 w 3 10,276 SF \ \ ZL i' / . / i -- �to 1586r't6 /' L❑T �\ /9,8 /•\ . -__ __fir OQ JS,a 413 �`/ / \ ; i �n /. s4.00' N 88.42'48' W 178.01' _ y f- ,o S lie ,y^� ` 99 9! '1 ROC RIDGE PARKWAY_ '� y� 'fs ':F °`y / ! ') TRA C '� B_� b / ' / LOT 7 �� 2b. 413RI rj '� 1a17 y / l j / AF #200701240094 SHEET NO. P 10,370 SF "i ' N 88.42'48' W 240.00' r 57918.24,E __ ! ,♦ �, HER !. ° ( 41 '°� i `j\�ur°wc v r r o LOT 19 -��` / / ; /, 4.20 ACRES\� v at, �„°F wasr+' 1 j' raemrsa+� 12,659 SF �, / GRAPHIC SCALE y Z� 1 s 8817!$ F�. �' /. REV , . 3.G ' to _' 1.1 iv n \ s / 60 0 30 60 120 240 LOT 9 m a \' / j ` 27807 ' !0B N0: 2015-146 V LOT 8 a 11.2®F Z i� / I \�,/ / / ( IN FEET ) sit ct,i0\4 'SS'IOINAL t:- DATE: 1Hay= 2018 13,327 SF w 3936 I % 1 inch = 60 1t 5-14-2018 SCALE: 1 =60 • N89.14'46'W 90,00' F~—y-�'C I • / / 50'NGPE sr rrnr SEE Pi-if l / DRAWN: D. HBRRIGSTAD — — - — — CHECK D. HBRRIGS'1AD �. coxernays SWEET� N.70,-.Y r.;M? '1 SG7 n6" IY 80.00' RECORD DRAWING - 14- SHEET 1 0g 4 \ \ ;4 ! I o ! 7/ m l / AT / / •/ 1 A I 1 ` / ` 1 / / / 4 // as/ I \ \At?) // / / // (ar \ C, ' \,, / / / I C/2 \ 4`ii \ /4. // LOT 11 \ //// t,,/ , 6-.). o 124 cD 9„. _... `,,,,,,,,p / co / . °o // 7,503 SF / � i cn // / /// �. LOT 9 Js�/ ' 4A \ \ \\ Hit / / / ,?, ./ \\..., \ ______- // *Q, / �: (408.3r ��, i- \ ,\ . s \l \ cz / 40 zz,...‘V ,.,_ ,..z.,./ /c.../. \ .\\. "' -"' \.\ \ C:4 Lb 2 '-I / �� // y 4 SS`-, i , `e-// ,, / ye. \ /�(- \ \ W / / ,,..y v , \ T--i2-\ s.,., = E-- �+ / r� / �aYor t y , % r, O // /7; i // / /` /' SSMH-48, ,/19 / \ \ 1 � A d / �/ / / / o,� 1� ,/ RIM: 4r�47' / \ `� ° ` /c8`' O / / 4 SS�� / \ x•`- / INV OUT: 407.87 / \ \° r, / x��� `' , � /` LOT 7 (433.2') /� ° �y j�°` /' 4 S L❑T 12 \\ \ / � s♦. 5 �/' �%rs��j /// 10,095 SF /,` ,� �x /' /� (421.5 7,647 SF \ \` \ \11 2 �, , 's� ,/ S51UH-48, pa r`, _ ` 11 `� / .',.,,� , RIM: 438.18' / j 1 \\� / ",v` / INV OUT.• 4J0.03'/ / 1 1 �;/ // / o / / 4''S LOT 13 i�. / / // t ' / (428.8) I Q�0/ �► / // / / 8,741 SF I I. ,,\o , trt:+. / L❑T 6 / Y to // j u1 y(444.5)/ L❑T 14 o ,--,ll 17 / I ++"4 U c� / -% ., s�' / 1, RIM: 453.34' 45S 9,967 SF i 1 o L�� o /' `:`,/ /PSG V OUT 445 79'!1 �$ i (439.0) 1 //(-) / / / / /J� , 10,599 SF I ^ c�.,� / 's %sb g\\ cF, Jor 1 LOT 15 ! I = H .°' / %i r QJ �SFgs 4• ��� 9,678 SF _ _ ro t-r cn A4 x / /\� /D'��\ ��Fijij (454.5)I .. «�� Pk / y����Co cis 77 / / SF� L 0 T 4 I . Ifil„ (449.4) `J - - -_ _... ,_ \ !!It 8 / 11,941 SF 4Ss lI i�o / �� 7 I1 l SSMH-4$ 6 �111� L❑T 16 // "' -� o1 RIM: 459.25' I� 0 9,382 SF ` ` // / /' fr�1V OUT 452.55' 1 4•SS /.1 ��' L❑T 3 I :-+ 453.0) �` - / �,. U U1lt �o.o I 10,807 SF R.;1�rs I 4 ss / 44411 // 0 0 5 I 4"ti j i (456.6' mo 2.4 ll LOT 17 _ // / o / // � LOT 1 / *st3 8,321 SF • 11!1 � 8 483 SF �i/ rN S/ ! Cd �iiit `` // / r \\\ p s/ _ ;. r y \ \ 1 J can SSMH-48 /15 0/ / 4 SS F 0 �� \ i i + u \ \ U 9,203 SF RIM: 4s292' / `�I / (455.1) ! r . . \ „ .0.1 \ c� INV OUT 455.72' , T J / I,\ \ Q SSMH-48 /14 4 SS // ` 1 us a I �"x \ - :a O R1M: 465.07' (461.6') ?•T,.,, // 1 N 1 ' 1 AUG 0 ;9 r)i \ _- ta'uncrrr ESAITINv OUT 457.62' 4 SS;, 2 y ," . / : J :8SF❑ �� \ ! -' p \\ I= 74s25) �'� �� _-` , \ .\o / !// I Q.� •` / ram,,-�ter° rr' ,i. CiD \ 174 LF 8 SS 0 O. % 1� AN (456.7) 1i:" -- S 10'43'S8" j` \ \ fit._ --: - - - i.=. I ''°\� / r�1 60.25' 1 = : __ - = •_ 7 \ `\ SSAIH-48, /13 1 I a 4 Ss - / +� O , DRY MANHOLE I ' L . (458.3) LOT 19 __ / / GRAPHIC SCALE �„•� \ ACCESS STA: 20+46.67, 0.0WIT 14 SS I 4 SS 45a AND UTILITY RIM: 465.55' i ( ri) /(45z8) j N 12,659 SF 4a o 20 40 1e0 E ^ EASEMENT rNV our: 45a50' I / / Ct FOR LOTS I T / \ ( IN PUT ) ? 8 & 9 o N O1 I / 1 inch = 40 1t �V r� of 9 - I \ /�/ �•HERR SHEET NO. �[� 8 / � Of WA3N& C 1�/ I ,' REV.:- - 8 T / / / 1, I 2 3 4 S 6 7 e I ) 2�ao7 JOB NO:2015-148 I / FSSioNAL el� 5-14-2018 DATE: May 2018 BLOCK �' �- - - - - SCALE: 1»_2, zo 19 t 3 17 16 15 r a ;; DRAWN: D. HERRIGSTAD CHECK: D. HERRIGSTAD RECORD DRAWING 5- 14-2018 SHEET OF 4 I x9•0 / ` • /// \� \ /i / y+ \ , \ " \ x‘6 /// .-. /,. / I o, \ //// 1 \ LOT 11 \ \moo , �\ // ,/ i �j/`/ `� \ \ •G. \ \ _ / \ / u / i .,sa..„). \`\ \ rroX\o // 7,500 SF V / ` -\ // a o / / 7,503 SF ',, . cm / /` LOT 9 �\\`•`%, \\\ •\ cn � / "� AAwe / . 1Z' // �•, CB TYPE1 / /'" (\�ir_� .�� -, •s i ; \\ Ii{ ,/ `��` LOT 8 RIM=4r4.68'// lb' ,./-���.0\�� \\\ �' / 1./ . .0,,,_- E.=409.38� \ \` c� F s, \ �' I "IQ \ ow // 70' /j/CS'A. ,.// / / 6(0,9 / • ••,,, / ".::. S C\•2' /1 / \y �40 ,/ /// \ti / CB TYPE /\\ \ \ . \\ t.14 ct i A d // / / �• , 2� / RfM=415.52' , \ °,/ L❑T 7 r � �, y ° ' _�, LE.=410.74' 1\ \ ,/ %xs�. ,/ 10,095 SF cs TYPEr J� // ''�`6' LOT 12 / 1 ,' 311/ /2 \ : \ LOT 13 //' 6. 11' ,8,712SF _,/ / 1.E=430.90' - - lit ?/1/ l :1' :` � / I per / 1 ? �.< 3 // c y 10 LOT 5 ,., / ,a / r / I a // / gr //J�y`'�\o, 10,599 SF ,r,4,r/ • !e /ce TYPE1 / I/ oa ,;ssb 0vG gccF r:3ps 1 R1M=453.90' LOT 15 �_ / r/ c:L �' I / / %`' ,QJ •ssFgs RR1M=4454.00'i 4 f (��11� 1` E=449.12' 9,678 SF �� _ L e •�-+rn / , /\0 ,O \qC\ F� NT LE.=448.90'I i1,! 4 ,�/ G� cis Tt 4 / �l // cFss " � 1 r TR9CT / -+aa PI l / , Fgs� i I r2`GpEp 571 1•, / * • - / 0 ...,434..:. 2 l / 11 �T 1❑T 4 941 SF I & 457i'" I // / �� ----, :, it , , if � I /1 /1 CB TYPE1 9,382 SF / / R-, I r RA4=460.491 :& I HYDRANT _ _ U I I LOT 3 bE=455.49 N *it I so.o; 1 I, i /0igi• 1 10,807 SF „ 4i T,1,ys 1�1 T 1 l; o� , \ i / / Q'--I 12 s� s1 . I / _ x5 I 1I / 7 /7/ / / / / tit 1• 1 CB TYPEi l 14,, /Ct 1 LOT 17 // / o I resv / 3 ,;.! III.E=455.98' 8,321 SF \� , \ / // ° Y „+6l LOT 1 LE=455.78', �' �, / t \ '"� � \ W LOT 2 8,483 SF // a I . 'c �' \ ,/ �, \\ ,!` 1lit \ 13 9,203 SF CB TYPE1 / ,'' //� o \ rr j o� v R/M=464.85' CB TYPEr—// �� / / 1 \ \ `` 6 ca l.E.=459.5T / F, 1 Ic 1 J \ \\ Q ,, 4, R1M=463.1 /,. �: I w jr--- AUG U X \ a o LE=4�60' ,/J� -� l N 11 10 i .. i 09 ' \ \ j4o4,,Nimiiioki....._ ro'UTlLiTY ESMT o _ �+���, / / //10 L❑T 18 ��— 1\ / Ct �" 9,830 SFA/ `" �-I J S10.43'S&» Ct \titH 6 tj 't' 8'DI WA 'N � r�•3, /� --`'' 1 F1 CB TYPE1 /' / 7 1` HYDRANT _ 1 / , A ..., RRE rTlM-464.90' �� / / GRAPHIC SCALE El ,, ACCESS I ; I 4.11=459.95' L❑T 19 C . t ;;;,... 2 N / 40 02Q 40 160 /"'1 AND UTILITY II �++ N. 12,659 SF / / \ ` 04 O �--> EASEMENT ! EA) / -F-� FOR LOTS N / ( IN ) C ►y 8 & 9 a N I rn / 1 inch = 40 ft. I� M / { / ,/ HER`', SHEET NO. 9 1 / R 8 i II \/ / y at wgg,�,�HCY> - - n ; , C 3 nclo- , , REV.:- I f - __ 1 2 3 I 4 \ / / / • �r S S 7 0" z�sEC JOD NO:2015-148 _ .��K 7 _ _ / / FSs7onu t�'� DATE: Hap 2018 - - T 8o-'T-- T---$a--T- --T--8O'T- 8 - - , 5-14-2018 SCALE: 1 =40 19 18 17 16 15 t 4 13 DRAWN: D. HERRIGSTAD CHECK D. HERRIGSTAD RECORD DRA WING 5- 14-2018 SHEEPc�3 OF 4 W- 466.88 -1 20+96.61 466.7 21+00.00 466.99 i , I -..466.996. N 21+10.20 466.3 1 1 EN-ASP 466.95 1 1 1 1 21+25.00 466.80 1 21+38.90 :J 1 466.57 4- VPT 21+50.00 466.35 °: En cn ' 1 ---- -o -- o 21+75.00 -x - L65.85 1 N O Ind E3 22+00.00 463.9 - I - -__ so# 465.35 on It 2+24.68 • --II"- 1 464.86 PI S k 2*T 22+50.00 463.5 - q ~s'" 464.35 °o 4I v li 11 • O ow 1 22+89.00 I - d. 463.57 23+00.00 463.35 I1 I m ��A 1i �� m 1 o ITI. H . a _ 1) :.t: 460.4 23+50.00 462.35 • t I g N II II ® - 1 24+00.00 458'7 - - at 461.35 461.35 _24+17.25 •Ie ' 46-.01 MP p a y'a 459.1 1 it - 24+50.00 460.03 (f) � ill C. � III ! 8 li :7'50 t 25+00.00 457.030 ' ' -- m '125+17. 5 459.01 o � x Ifl - 25+50.00 452.E _ 453.06 a m O `t og- #rn x N V r 446.9 I • 26+00.00 447.33 w o 1 _26+17.2 N 445.01 • VPT . r o O 0 49.7 26+50.0040,42 s PZ1 -] D II a n 2�T 01 01 ~aot .. 432.3 ill :ir- f @ gki o ,. 27+00.00 433.42 ---- �„ w 'o - q 1 m N N A 424.7 . E.a/ 53 27+50.00 426.42 - aq -- 426.42' N 0 ) _ 1,.2p.6227_9D.i0 419.1 VPC 28+00.00 419.44 i-if 11 C y Iv � iigg�i 412.2 • 28+50.00 413.10 i l i i T M SO:. 6 i J,./ o ''o 29+00.00 407.71 1 ' - - - O ' d r g ,: t3 29+50.00 403.2 V• 1'•+50.00 I i �,, © 403.26 p 8.424r-) o N "4.:.r o Jm�Y, p . BERENTSON COURT V I f 'I V,I i 1111�. y l to �y� N• \ _x� cn I a 29+99.99 399.76 . ca o 0 0 0 O coo 0 0 0 ti Co I R E A g . ��1� �1 �1 AD tl REVISIONS BY DATE M P g 0 g o x Samitary Sewer & Rock Ridge PH 5 �, & SURVEYING ) �►� a o „_ RockRidge ENGINEERING�E1�ING E. i o : ; my 0P Storm DrainOwner: RR Summit NW LLC DALE K. HERRIGSTAD P.E., P.L.S. IIP' � � R t PO Boz 319 4320 WHISTLE LAKE ROAD Profile Anacortes, WA 98221 ANACORTES, WA 98221 (360) 299-8804 0 = e 0 ® © © © . 0 0 © © 0 0 © ®- 0 © FLOOR PLAN NOTES DESIGNED BYot MIKE TRAFTON ri SMOKE DETECTOR. EVERY DWEW NG UNIT SHALL HAVE A SMOKE DETECTOR SCALE I O O LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE 6 A 98'-7' CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN i ,�- -- NEW CONSTRUCTION,REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR 1/4" = 1' U.N.O. ` • 5-10 5'-9" 6'-0" 4'-9" 6-8 1/2" 2-1 D 3'-9" 3'-1/2" 2-6 1/2" 1 -11 5'-6 2-9' (le 4-D 23-6 1 12-6 J PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A x ' " .� X 1/2" ��1 -6 .. 7 1 2-g / , FlL Al_ BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON 1 -8 1/2 4 1 -3 23'-0" 12'-0" EACH LEVEL OF THE STRUCTURE. DATE 14'-6" 2'-6" 8'-7 1/2" '1 2-6„ ' 21-6" 1 3'-3" It- 6„ •' 6" 2 08/07/2019 © CNI W 2x8 DR 9rtr. - "---- N W2 26SO CASE.�26650 CASE. SHELF AND HANGING ROD. J J 4 W 1 2646 CASE. 4 • rEn -rl BUILT IN SHELVES. - 3 Ell 0 �3 ❑ 13 ' [ iI St- cm 6" en � N U-la !.j > ® ^ I ® P i w E 4 CABINET-OWNERICONTRACTOR TO VERIFY. © m oo �@ 1011 Lic--7 Z � a ,o K Q e EGRESS 5.7 SQUARE WS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY ca 1`'� L I 1 1 _ EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BECM a_ I i I _ + I--' V- IT © 20'IMDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44'OFF FLOOR. - zit 1. LIN CT, x- I -q...�, - ❑) Q J ®� 6 TEMPERED GLASS pS K I :( ,) IIII I 0: ' D- 1 - -65 ip - M o I= ©I !--i-���' I! I I S p: _ I F- W e ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE ' Cr) (1A LW OFFICE - ' I SITTING ROOM oo' - -•- b W U I- INSTALLED,SHALL BE PROVIDEDWITH DEVICES TO ABSORB HIGH PRESSURES en 14 ( LAUNDRY �.-- jr. ,� .^ - > < U) RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT.NOC 0 • -141 N 139 SF 120 SF 2_ N 209 SF `O g' - a I` 7 TRAPPING,END OF PIPE LESS THAN 2 FEET ABOVE GROUND.POIMTNG DOWN. - „ _.,,-,,."_. TANKS SHALL BE STRAPPED VITHIN UPPER if3 AND LOWER 113 TO PREVENT Mia o k 9' CEILING !.._ 9 � _ 9' CEILING I \ o w ) - -- U �, g • z OVERTURNING IN AN EARTHQUAKE.MIN.EFFICIENCY OF 91% le El J F ir 1 N I U I ¢ ,. ox ' I cc = -- .- - -- Z Z -- ! '" I - HOUSE TO HAVE RADIENT FLOOR HEAT. NO FURNACE SHALL BE INSTALLED IN O -' M N K ' ;f/ f o W .ice Ell O 0 t: I I k. !! 1 8 ANY CONFINED SPACE WTH ACCESS ONLY THROUGH A BEDROOM,BATHROOM, O - m- c 7L - 0 - Pt� OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF FURNACE. 173 3 I- I ZNI a� 4I i °-a I E 71/2„ _ 5 1/2" 11,, Io0 co ELEVATOR I it_ a ( II "t N "..., _,tr, !- 26 SF N r ` A PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD R, - _ 'N -� o } 3iV !: I. 416 0 S M1 ASHUTOFF CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT " " . I ° I N �q EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. r2-O 2 O -y,p _• < , - F I I 9 THE MAXIMUM LENGTH OF THE DUCT SHALL 8E REDUCED 2.5 FEET FOR EACH 45• .- - 2-W30 2050 PIC. LU= ' " - ' it DEGREE BEND AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 44NCH c'i °D ! 2.-W31 2023 PIC TE ¢Ir'. •• 3'-9 1/.2" 4 4-8 :I_ -' _ _ 13 --- - - l N Q _ , I I I. a 11 DIAMETER EXHAUST DUCT OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS • t _ _ i al - ! , N _ •',_ - - - .- _ L - REQUIRED WITH BACK-DRAFT DAMPER. ,/1-- `� _ I D06 5080 _ D07 3080 p09 SEE DEf / D10 5080 Er ,� J i N ! I II I IT I - • - O "` N �_ U U 14x@8 HDR 4X@8 ADR 4X8 HDR @ 96' 4X12 HDR @ 96" SEE DST.FOR 4X8 HOR @ 96' - i !, ! �I _ e - y .7 - MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL 96" 96" I q �` BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE a a I f 6 EXACT POS. 3'-0' _ •0 ' 1 i ,fit.p�s . ^� , OF 50 C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY ,n -' a m I ❑ HALL $; • &; • - I ! d OPERABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 N N ! 1 0 INCHES.DRYER,KITCHEN,AND BATH FANS TO BE SEPARATELY VENTED TO THE `O m> 108 SF " ' ' I Tom- OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING 9 Lk ' A -- oI , 11^, 51/2" i i'D9 CEILING INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, Li<N 1'-1 D';l 1'-10" 5 1/2" NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOTCD CV - o n gi I Q Ts , My N 3 EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC . r....- nn?i --vita _ _.. . - _. -_ _ --_. -- - 2 W511032 PIC.TEMP. -- --� _® �� DRYER EXHAUST. ` ,o I _ 2 W611037 PIC.TEMP. I OLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC `�- UUX U1 ATRIUM - - , --_ aU - __ -� - - - • - �p w I p 8 _ -1 C.I .-_-..-.1 a ¢¢ I J_ • 11 CONTROL,SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. n" E N ' ( 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED cam•- _ a a w j 139 SF Fs m - L.N = -' " I HEADROOM.FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT L.N ih ❑ 9' CEILING ,; '; 1 D 3❑ = lL v�9 1O . c N € N la 1 „ " „ 1 2 LESS THAN I/2"PLYWOOD.ACCESS COVER IN GARAGES TO BE HINGED AND i �, S3 i ! 2-3 8-0 2-3 �, - .- ' P N�' 6 i`+-:�,- U fn pp @?@Z ? . - I I. SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. E -ry-Nn�� 6X70HDR@96" WN.` Oil re Ow • �jU - - { r{ ® In V T:„„ ` d$-- 4'-10 1/Y D16 3080 - , t - o w o w❑ aad - N I 1GUARDRAIL 36"ABOVE FlMSHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR At- rG !! r N D22 9080 cci ci I - � =wx w 61-n�,{y! v �.-- NOSING.INTERMEDIATERAILSPACING SHALLNOTALLOWA 4°DIAMETERp�- N1 a s 3 o N n N 2- 9-0 11 -$ I 9-D �1 -$ a SPHERETO PASSTHROUGHPER I.R.C.SECTION 312.2.1 211 __ , j ! FZ , ! -ly -ly 4X70 HDR @ 96" cal313 �� �-:- I ! I 1 mz z- _, '� -- -- - -- -- -- -- P UFAC RED R C LA CnWNER PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT VNTH Q _ "---wi -NN - �\ - BATHROOM ,� MUD ROOM c=io ENTRY I ; I 54 x 3 i D209080 D2190130 _ OWNER FOR TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. US rn a It? I CV 'S 4x8 HDR LLI W 86 SF z!- I ! a a 9 o ` �� I I 14 REFER TO MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON- W Q I 10 I I 62 SF 229 SF 1 I ao ! J 9' i , w j f n,� ' `� 4X12 HDR @ 96' 4X12 HDR @ 96" COMBUSTIBLE SURROUND 8 HEARTH MATERIAL. EA 14 r r ` - @96" m 0,; I CEI�IRG,a , I 9 CEILING 9' CEILIN 02 �' p ! y 1 _ I U I 1 ' I _ N N GARAGE FLOOR SURFACES SHALL BE MINA'CONCRETE. SLOPE CONCRETE Z p co m .n I - _D05 3080 ._�-.11! r to i J FLODR MIN.1!8"PER 12'TOWARDS MAIN VEHICLE ENTRY DOORWAY OR Q M F ® 1 r 3'-0" I�_, U \` 1 --..1 D u. 2-W13 11032 PIC.TEMP.33 . 3 ( TOWARDS FLOOR DRAIN. w (9 x 0! ' V. fD 1 I , , I f6 m 0: 2-W14 11037 PIC.TEMP. l or 0 Z U O W m „ I 2'-011 /` / 3-0 _ ! w 1 1'-10" 1' 10" ®; I @ m•a o `Y ri OD 1 -D :c,I - - - I ! ) ' \ 0 16 20 MIN.FIRE RATED DOOR W!SELF-CLOSING DEVICE. 5 Q O Z = m o ! D1 3oso - - ❑ E 1 5 1/2" 5 1/2" " -' =co m n Q n C1 �., N - 'I 4'-51rz" 4.HALL o of fi 3: a °'°_� 39SF =m� U' - ! GENERAL NOTES @�; ' xc ,:` 9' CEILING = f I . ' ;Iel L S $� °�cfl 1 1 w_ W^ _ (2)2X8 HOR�96" _ JE _ - € ! I j I� 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. - - - j! " w! I'm a GARAGE STORAGE / SHOP Vin j Z ■ - _ _ �I'm 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. to r HALL i. 2I 'Jr 533 SF 191 SF Z o ~ � ` N o I ,m N%' ! I 11' CEILING 9' CEILING 3. VERIFY ALL HEADER HEIGHTSIMTHSUPER. O U Q J I. � ro ! 32 SF _ i J i 15 4. ALL EXTERIOR WALLS ARE 2 z 6-16"O.C.STUDS.UNLESS NOTED OTHERWISE. LL ClZ c+s I • Q S N I`_ .-_°�!y9' CEILING P .% --O _I a 1 I 15 5. ALL INTERIOR WALLS ARE 2x 4-16"O.C.STUDS,UNLESS NOTEDOTHERWISE. - C '` d - 1 • r I 1 a - �- I - 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER ~ r 13 !YUw iv o° ❑ n dLL2 Z OD 9+ N • w Q I- r �, m =oo' LIVING ROOM BEDROOM "BEDROOM I- W DISPENSERS,MEDICINE CABINETS,ETC. COORDINATE NATH OWNER FOR LOCATIONS. W al > D- v 2 1 -4 1/2 w U �: -J W N < Ilt w 3 Ti257 SF I 158 SF k 155 SF -> < 0- , I U L CV 19 !' o �- - y� 9' CEILING 9' CEILING 9' CEILING -0- owl I FRAMING NOTES ; a O ZO r O LL �=m J u 1. REFER TO STRUCTURAL FOR FOUNDATION NOTES AND DETAILS. W ZCD o wo -, U n @ 17) 0 0 2. COORDINATE W!MECH.&ELEC.FOR LOCATIONS&SIZES OF 0 < Ti d -+ $- 1 U FOUNDATIONISLABUOISTS BLOCKOUTS. 'Il-i CL CD 3 ! $ m 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC _C !_ 0 as ¢ DESIGN ONLY.MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO 0 J. O< i= - 13 THE BUILDNG DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND O iV M o :m @ E 16: ! INSTALLATION, o - ' "' _ i 4. ALL TRUSS TO TRUSS 8 TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY r' I{ MANUFAC11JRER ▪ ! / ICI ® (2)2x6 HDR I (2)Zx8 HDREI CONC.SLAB FOR AC UNIT 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G,GLUE AND NAIL W/ Cr) iN _ f _ o 96" "' RING SHANK 8ds @ 6"EDGES 8 12'IN THE FIELD.FACE GRAIN PERPENDICULAR TO --'.I ' �-"L�y W182650 CASE.W172650 CASE.EGRESS W162b5 W152650 CASE.EGRESS ' ® - -- -- - -- - -- -- - ----`-- --- - �-'-- - - _ .- SUPPORTS.ROOF SHEATHING TO BE 7/16"OSB OR EQUAL. yry yXi 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS ANDiwoI 15'-5 1/2" 12'-6„ 2'-6" -I 8'-4" 2'-6" 2'-6" '-5 1/2./ - - BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS, nil zaoz 4 1/2" 4 1/2" 7. PROVIDE BLOCKING BETWEEN IJOISTS AT INTERIOR BEARING LOCATIONS WHERE o THERE IS A LOAD BEARING WALL ABOVE. Z �`~'-L oLLzo 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL "'o eha�127 qv. a' wwar imp© 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONN.AS WELL AS f morFROM TRUSS OR RAFTER TO BEAM CONNECTIONS. zS i o rc oz guw ENERGY CREDITS �°.° z3o�m zz z =aFWn NOTE. NOTE:CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY nibCREDITS TAKEN Ct O PTT6= 1 . ENTIRE DOWNSTAIRS ENERGY CREDIT Ia mis�oi TO BE 9' - 1 I/O" PLATE HIGHT EFFICIENT INDOWS:UU=(L28G ENVELOPE ® gog 2. BOTH FLOORS TO HAVE -FLOOR:=R-38 INSULATION . 10 Iwo -SLAB ON GRADE-R-10 ENTIRE SLAB 'ai"=o RADIENT HEAT FLOORS wwgoog -o__ 3. LOWER PATIOS TO HAVE STEMWALL ENERGY CREDIT2a Z qzw� AIR LEAKAGE CONTROL& EFFICIENT VENTILATION aid w--�- flz WITH FILL AND PAVERS -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR �e§o -WHOLE HOUSE FAN PER SECTION M1507,3 Cr os'.2c, 4. ALL HEADER AND BEAM HEIGHTS aoci MEASURED TO BOTTOM ENERGY CREDI 3a iCC 0 s IL z ow- HIGH EFFICIENCY HVAC EQUIPMENT gm,' y -GAS FIRED,PROPANE,OR OIL FIRED BOILER �2_g UNLESS OTHERWISE NOTED WITH MINIMUM AFUE OR 94%. ___rA ENERGY CREDIT 5c ; 8i ' EFFICIENT WATER HEATING OWNER APPROVAL a -GAS FIRED,PROPANE,WITH MINIMUM EF OF 91%. g E WALL TYPE LEGEND sum: Di PAGE A: z o 2X6 WALL W/R-21 e INSULATION /S /1 � -e -2X4 FURRED OUT HV{ 1 WALL W/R-21 INSULATION F. +I-2X6 WALL PAGE. U 9 of28 2 I -whir-2X4 WALL 0 n -i, • e e e e o n o 0 0 e54'-O" 22,_0„ 31_9„ 4r_31r 9 61_Orr 4'-5 1/2" 1 1 1 6,_2,r 31_0„ 2, O„ 9„ J / 1,_9„ `- - . _�._.—_. Ar, ,- - ir -- \ \ \ WUY. r.nr.rr.,,r.... .. ... WATERPROOF T.P.O. '` at UNDER PAVER DECK 1 �� - --_ _ co 4 x 10 JOISTS 24" O.C. •' _ EXCEPT 4 X 10 JOISTS 24" O.C. o I 1 I II - : '. b OVER LIVING AREA W52-W55 CUSTOM WINDOWS ABOVE 12'DOOR I I DETAIL2/A1 _ -• I GO _ _ .I__...__.L t ._i.___...._.__- -_- �-......_..,._-._. ..�_- W52 ,`W53 W54 W55 -.. I �" �� 17'2' 0" 9,_5„ 12'-0" 2-11 ® 5._O., 1 -0 w —_� -4.- _ 1- &_..2y.r--N t0 Oo 2 ._...�— �• _—_ �,J -IN W47-W50 CUSTOM WINDOWS ABOVE 12'DOOR = '•. A - �I W51 2060 PIC TEMP y�4...• If Tu._ 1 W56 5050 PIC.TEMP.. DETAIL 1/A1 - -- MI 1...., .- .."- - - Js.....,.„.ruu,.: --�� O W47 W48 49 W50 Ir' -L�.-, - D28 12080 - DR 1- -- 5'-8 1/2" t 12'-l7" J 4, 4'-3 1/2,r I�10 6DR N (2)2x8 HER Ig 96" N N C.1 `'•' 1 11 @ 6X10 TOP H6X8 MID HDR @ 96" WINDOWS I �1 - - _ ...... ..... ;z D2712080 r't_.r,:.��..r.r..„um...Pw,er fI - - CI _...__._.-_. J 6X1C HDR@96" Ial < K 1 C' DAD 07 a .P 2 C ...-- x c p. 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BOX 319l'illit O6 m m NEUMANRESIDENCE pHONEANACORTESWA98221Nomonne Z CO .� 360-293-7431 Strandber o m m 7 W THE INFORMATION.PLANS.DESIGNS,NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND WEB: DESIGN Z < r MAY NOT BEREPR DDUCED IN WHOLE OR INND ARRANGEMENTS PERMISSION OF STRANDBERG 3943 Rock Ridge Parkway, Anacortes, WA CO O O CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY.SCHEMATIC,PH D/OR CONCEPT CONTPIN INFORMATION p www.strandbergconstruction.com Z THAT IS CONCEPTUAL AND SUBJECT TO CHANGE,THE DESIGNER MANES NO CLAIM FOR ACCURACY OF CONCEPTUAL 98221 INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. b avail mm dbe,B Cmms/SCINC/DGSIG'N JOBSMeumenCagnIemnan 1A_Archledural PRINTED:August B.<019