HomeMy WebLinkAboutBLD2021-00075 - 08 REVISED APPROVED SITE PLAN(2) MIN. 9x19PARKING
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(E)MANUFACTUREDHOME 64x402,560 SF(E) DRAINFIELDRESERVE AREA70x30 SEPTICTANK (E) DRAINFIELD70x30 (N) SHOP40x481,920 SFD-BOXW(E) UTILITY POLE WW(E) WATER METERNATURALVEGETATION
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97'-2"107'-11"10' MIN.10' MIN.AREA OF WORK56'116'-6"(E) 45 L.F. DOWNSPOUTINFILTRATION TRENCHPER CIVIL SITE PLAN
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75 L.F. DOWNSPOUT INFILTRATIONTRENCH PER CIVIL SITE PLANF
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SINGLE FAMILY DEVELOPMENT
For: Cody Craig
66 Hidden Trails Rd.
Port Townsend, WA 98368
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OWNER: CODY CRAIGSITE ADDRESS: 66 HIDDEN TRAILS ROADPORT TOWNSEND, WA, 98368PARCEL #: 001084009ZONING: RR-5
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PROJECT INFORMATION:
OWNER COOY CRAIG
SITE ADDRESS 66 HIDDEN TRAILS ROAD PORT TOWNSEND. WA 98368
PARCEL# 001-084--009
PACEL SlZE 5.0 ACRES
ZONING RR-5
LAND USE
DRIVEWAYIPARKJNG 16,750 S.F.
ROOF AREAS
LAWN/PASTURE
UTILITIES
TOTAL LANO DISTURBED
6,432 S.F.
102,000 S.F.
5,SOOS.F.
132,682 S.F.
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TROLNOTES:
ALL E CONTROL MEASURES SHAU. BE CONSTRUCTED ANO MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (DOE.
2014).
ALL DISTURBED AREAS. EXCEPT THOSE ON WHICH ACTIVE CONSTRUCTION IS TAKJNG PLACE, SHALL BE EITHER SEEDED AND MULCHED OR PROTECTED WITH APPROPRIATE PLASTIC SHEETING WITHIN 2 DAYS OF DISTURBANCE BETWEEN OCTOBER 1 ANO APRIL 30 ANO WITHIN 7 DAYS BETWEEN MAY 1 ANO SEPTEMBER 30.
STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED ANO APPROVED PRIOR TO SITE GRADING ANO/OR FOUNDATION EXCAVATION, FOR THIS PROJECT THIS EARLY APPI.ICATION OF ROAD BASE TO FACILITATE CONSTRUCTION ACCESS IS RECOMMENDED.
ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKI. Y ANO AFTER MIAIOR STORM EVENTS. ANY DEFICIENCIES SHALL BE REPAIRED IMMEDIATELY.
ANY MUD THAT IS CARRIED OFFSITE BY VEHICLE WHEELS ANO DEPOSITED ON PUBUC ROAJJWAYS SHALL BE CLEANED UP IMMEDIATELY.
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT �ITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MlA.CHING. OR BY A COMBINATION OF THESE MEASURES.
THE TESC MEASURES SHOWN ON THIS PLAN REPRESENT THE MINIMUM REQUIREMENTS REQUIRED TO COMPLY WITH THE TERMS ANO CONDITIONS OF THE PROJECT PERMIT. THE CONTRACTOR SHAU. BE RESPONSIBLE TO ENSURE THE EROSION CONTROL MEASURES USED ARE FUNCTIONING EFFECTIVELY ANO THE SITE CQNTINUALL Y COMPLIES WITH THE PERMIT REQUIREMENTS. ANY AOOOIONAL EROSION CONTROL MEASURES REQUIRED OU RING THE COURSE OF THE PROJECT Will BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
MEADOW SEED MIX SEED TYPE %WEIGHT 70 % PURITY 98
% GERMINATION 90 RED FESCUE
WHITE DUTCH CLOVER 10 98 90
REDTOP OR COLONIAL BENTGRASS 20 92 85
1. SEED TO BE APPLIED AT A RA TE OF 120 lbs/acre.
2. MULCH TO BE APPLIED AT A MIN. RATE OF 1500 lbs/acre WITH 3% TACKIFIER.
3. FERTILIZER (104-6 N-P-K) TO BE APPLIED AT A RATE OF 90 lbs/acre.
PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA
CD
RAINAGE NOTES:
ALL CONSTRUCTION SHALL CONFORM WITH THESE PLANS /\l'O THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.
2.CONTRACTOR SHALL NOTIFY UTILITY LOCATOR SERVICE ANO ARRANGE FOR FIELD LOCATION ANO MARKING OF ALL UNDERGROUND UTILITIES IN AFFECTED AREAS PRIOR TO CONSTRUCTION.
3.
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5.
ALL STORM DRAIN PIPING SHALL BE PVC. PVC P1PING IN TRAFFIC AREAS TO BE SDR35 PIPE CONFORMING WITH ASTM SPECIFICATION 0303<.
FINAL ELEVATIONS, GRADES, ANO ACTUAL PIPE LOCATIONS ARE TO BE DETERMINED BY OTHERS SUCH THAT THE FINAL ELEVATIONS ANO ORANAGE PATTERNS CONFORM WITH THE PLAN ANO DETAILS HEREON. ANY CHANGES MUST BE APFROVEO BY THE ENGINEER PRIOR TO CONSTRUCTION.
THIS DRAINAGE SYSTEM MUST BE INSPECTED ANO CERTIFIED TO THE COUNTY BY THE ENGINEER. CONTACT ZENOIIIC & ASSOCIATES. INC. AT LEAST 46 HOURS PRIOR TO TIME OF INSPECTION.
NOTE:
ALL DISTURBED AREAS TO BE REMEDITATED FOR SOIL
QUALITY AND DEPTH PER BMP TS.13 (STORMWATER
MANAGEMENT MANUAL FOR WESTERN WASHINGTON) AT
THE CONCLUSIION OF THE PROJECT AND SEEDED WITH
THE MEADOW SEED MIX AT RIGHT OR APPROVED EQUAL.
--WTR-WTR--
-UGP--UGP-
r---------, L--------...J r------------,
L ____________ .J
LEGEND: ... PROPERTY BOUNDARY ... PROPERTY SETBACK ... PROPOSED BUILDlNG ... SEPTIC SYSTEM ... EXISTING WATER SERVICE LINE ... PROPOSED WATER SERVICE LINE ... PROPOSED POWER SERVICE LINE ... EDGE OF EXISTING DRIVEWAY ... STORM LINE ... ROAD CENTERLINE ... 100' WELL SETBACK ... PROPOSED DRIVEWAY
... EXISTING ROAD
.__l• _____ •_,I .. NATURAi.VEGETATiON
. PASTURE
'Z TRANSITION ZONE
1U BUFFER ZONE
.. UTILITY POLE
•. WELL
... D,RECTION GRADE SLOPES
APPROXIMATE LIMITS OF CLEARING
NATURAL VEGETATION TO SERVE AS VEGETATION Fil TER STRIP CLEARING LIMITS SHOULD BE CLEARLY MARKED WITH STAKING ANO RIBBONS OR HIGH
.----------------....:aBII.W:,WII ING
SECTION
Scale: NTS
/
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----
A STABILIZED CONSTRUCTION ENTRANCE ��--------,!/ �TOP SO=ll'----�-/ I 1
4"0 INLET FROM DOWNSPOUT COUECTION LINE
SHOPE TY. 30 C.B.OREQUAL
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4"0 OUTLET TO ORYWELL
4' OI.ITLET TEE PROVIDE 11•• SCREEN ON BTM.
SEDIMENT TRAP
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SITE
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FILTER FABRIC; EXTEND 6' MIN. BEYOND EDGE OF TRENCH I 4'0 PERFORATED P1PE, RUN LEVEL IN UPPER THIRD OF TRENCH
,t-tWASHED ORAINROCK
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DOWNSPOUT INFILTRATION TRENCH 1
PLAN
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Scale: NTS
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NEIGHBORING RESIDENTIAL
INSTALL CONSTRUCTION , ENTRANCE PER DETAIL ;J_:__,v,
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EXISTING UTILITY POLE __ --=-�--I _ -:�;________ =r== ____________ _
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FILE,
19289-E2
J08 N<> 19289
OAT£, December 9, 2019
SET, PERMIT
SHEET 1
BLD2021-00075
**Please note that this site plan shows the barn and shop in reversed locations from
previous stormwater plan. Building permit BLD2021-00075 proposes to move the location of
the shop where the future barn is proposed and the barn where the shop was to be. All
stormwater controls must remain the same for each proposal.
2 of 2
Feb 23 2021
(2) MIN. 9x19PARKING
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(E)MANUFACTUREDHOME 64x402,560 SF(E) DRAINFIELDRESERVE AREA70x30 SEPTICTANK (E) DRAINFIELD70x30 (N) SHOP40x481,920 SFD-BOXW(E) UTILITY POLE WW(E) WATER METERNATURALVEGETATION
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SINGLE FAMILY DEVELOPMENT
For: Cody Craig
66 Hidden Trails Rd.
Port Townsend, WA 98368
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OWNER: CODY CRAIGSITE ADDRESS: 66 HIDDEN TRAILS ROADPORT TOWNSEND, WA, 98368PARCEL #: 001084009ZONING: RR-5
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