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HomeMy WebLinkAboutBLD2021-00387-08- Approved Site PlanR 1 0 0 ' W E L L S E T B A C K MCDONALD ROAD E X I S T I N G W E L L ( A P P R O X . L O C . ) EXISTING ELECTRICAL BOX P R O P O S E D W A T E R S E R V I C E L I N E PROPOSED POWER SE R V I C E L I N E EXISTING DRIVEWAY 8,963 S.F. (TOCONTINUE TO DISPERSE THROUGHADJACENT NATIVE VEGETATION)5' SETBACK5' SETBACK 30' EASEMENT 30' EASEMENT P R O P O S E D S F R 1 , 9 7 4 S . F . ( R O O F A R E A ) I N S T A L L 4 " Ø P V C D O W N S P O U T T I G H T L I N E ; S L O P E @ 2 % M I N . T O D I S P E R S I O N T R E N C H 7 5 ' S E T B A C K F R O M T O P O F B L U F F P E R G E O T E H E X I S T I N G S H E D ( A P P R O X . L O C A T I O N ) E X I S T I N G D - B O X T O P O F B L U F F ( A P P R O X . L O C A T I O N ) X X X X X X X X X X X X X X X X I N S T A L L 4 0 L . F . D I S P E R S I O N T R E N C H P E R D E T A I L A / 3 I N S T A L L A P P R O X . 1 9 5 L . F . O F S I L T F E N C E P E R D E T A I L A / 2 40 ' P R O P O S E D D E C K L = 1 9 9 .9 8 , R = 9 8 0 7 D = 1.1 7 S 5 2 ° 4 5 ' 5 7 " E 1 4 7 . 0 0 ' S 4 9 ° 4 8 ' 3 5 " E 1 5 1 . 0 8 ' S 6 0 ° 4 6 ' 0 4 " E 5 0 7 . 4 6 ' S55° 59' 07 " E 473.27'DRAINAGE NOTES:1. ALL CONSTRUCTION SHALL CONFORM WITH THESE PLANS AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD P L A N S F O R R O A D , B R I D G E A N D M U N I C I P A L CONSTRUCTION.2. CONTRACTOR SHALL NOTIFY UTILITY LOCATOR SERVICE AND ARRANGE FOR FIELD LOCATION AND MARKING OF ALL UNDERGROUND UTILIT I E S I N A F F E C T E D A R E A S P R I O R T O C O N S T R U C T I O N . 3. ALL STORM DRAIN PIPING SHALL BE PVC. PVC PIPING IN TRAFFIC AREAS TO BE SDR35 PIPE CONFORMING WITH ASTM SPECIFICATION D3034 . 4. FINAL ELEVATIONS, GRADES, AND ACTUAL PIPE LOCATIONS ARE TO BE DETERMINED BY OTHERS SUCH THAT THE FINAL ELEVATIONS AN D D R A I N A G E P A T T E R N S C O N F O R M W I T H T H E P L A N A N D DETAILS HEREON. ANY CHANGES MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.5. THIS DRAINAGE SYSTEM MUST BE INSPECTED AND CERTIFIED TO THE COUNTY BY THE ENGINEER. CONTACT ZENOVIC & ASSOCIATES, INC . A T L E A S T 4 8 H O U R S P R I O R T O T I M E O F I N S P E C T I O N . EROSION CONTROL NOTES:1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITHTHE REQUIREMENTS OF THE MOST CURRENT EDITION OF THE STORMWATER MANAGEMENT MANUALFOR WESTERN WASHINGTON.2. ALL DISTURBED AREAS, EXCEPT THOSE ON WHICH ACTIVE CONSTRUCTION IS TAKING PLACE, SHALL BEEITHER SEEDED AND MULCHED OR PROTECTED WITH APPROPRIATE PLASTIC SHEETING WITHIN 2DAYS OF DISTURBANCE BETWEEN OCTOBER 1 AND APRIL 30 AND WITHIN 7 DAYS BETWEEN MAY 1AND SEPTEMBER 30.3. THE EXISTING DRIVEWAY WILL SERVE AS ACCESS AND STAGING AREA TO THE SITE DURINGCONSTRUCTION ACTIVITIES. THE DRIVEWAY WILL BE RESURFACED AS NEEDED TO PREVENT TRACKOUT.4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED MONTHLY AND AFTER MAJOR STORMEVENTS. ANY DEFICIENCIES SHALL BE REPAIRED IMMEDIATELY.5. ANY MUD THAT IS CARRIED OFFSITE BY VEHICLE WHEELS AND DEPOSITED ON PUBLIC ROADWAYSSHALL BE CLEANED UP IMMEDIATELY.6. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USEOF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY ACOMBINATION OF THESE MEASURES. L E G E N D : . . . P R O P E R T Y B O U N D A R Y . . . P R O P E R T Y E A S E M E N T . . . P R O P E R T Y S E T B A C K . . . P R O P O S E D B U I L D I N G F O O T P R I N T . . . P R O P O S E D B U I L D I N G R O O F E D G E . . . E X I S T I N G B U I L D I N G E D G E . . . T O P O F B L U F F . . . E D G E O F D E C K . . . W E L L S E T B A C K . . . W A T E R S E R V I C E L I N E . . . P O W E R S E R V I C E L I N E . . . S E P T I C S Y S T E M . . . S T O R M L I N E . . . E X I S T I N G R O A D W A Y . . . E X I S T I N G D R I V E W A Y . . . P R O P O S E D P A R K I N G A R E A . . . V E G E T A T E D B U F F E R . . . T R A N S I T I O N Z O N E . . . D I R E C T I O N G R A D E S L O P E S 76' ± 2 4 7 ' ± E X I S T I N G D R A I N F I E L D ( A P P R O X . L O C A T I O N ) 56' ± P R O P O S E D D R I V E W A Y 1 , 2 8 0 S . F . 1 0 ' V E G E T A T E D B U F F E R 2 ' T R A N S I T I O N Z O N E P R O P O S E D S E P T I C T A N K , B Y O T H E R S , L O C . A P P R O X . P R O P E R T Y L I N E I S A P P R O X I M A T E L I N E O F M E A N H I G H W A T E R ( 1 0 . 6 F T ) P E R R E C O R D O F S U R V E Y ( B O O K 6 O F S U R V E Y S , P A G E 1 8 8 R E C O R D S O F J E F F E R S O N C O U N T Y ) . A L T H O U G H N O T I N T E R C H A N G E A B L E M H W M A Y B E U S E D T O A P P R O X I M A T E T H E L I N E O F O R D I N A R Y H I G H W A T E R E X I S T I N G T A N K T O B E D E C O M M I S S I O N E D D R A I N F I E L D R E S E R V E A R E A D R A I N F I E L D R E S E R V E A R E A N O T E : I N T H E C A S E O F F A I L U R E O F T H E E X I S T I N G S E P T I C D R A I N F I E L D A N D S U B S E Q U E N T D R A I N F E I L D R E C O N S T R U C T I O N I N T H E R E S E R V E A R E A S , T H E D I S P E R S I O N T R E N C H M U S T B E R E L O C A T E D T O P R E V E N T D I S C H A R G E F R O M T H E D I S P E R S I O N T R E N C H F R O M E N T E R I N G T H E N E W D R A I N F I E L D A R E A S . 30' M I N . EMAIL: ZENOVIC@ZENOVIC.NET S H E E T TITLE: CLIENT: O F F I L E : J O B N O : S C A L E : D A T E : DRAINAGE SITE PLAN 3 1 PORT ANGELES, WA 98362 301 EAST 6TH ST. SUITE 1 FAX: (360) 417-0514 PHONE: (360) 417-0501Z INCORPORATED ENOVIC & ASSOCIATES 0 Scale: 1" = 50'50'100'150' 1 " = 5 0 ' 8 / 1 3 / 2 0 2 1 2 1 1 7 4 - E 1 2 1 1 7 4 BILL GREENWOOD 1540 N. JACKSON AVE. TACOMA, WA. 98406 SFR DRAINAGE PLAN FOR GREENWOOD, JEFFERSON COUNTY WASHINGTON - PARCEL NO. 701-324-008 S E T H J R O D M N P R O F E S S I O N A L E N G I N E ER STA T E O F W A S H I N G T O N R E G I S T E R E D 5 3 7 7 7 A . A u g 2 0 2 0 2 1 P E R W . S . D . O . T . S T D B - 1 C O N C R E T E C A T C H B A S I N , T Y P E 1 S E T L I P O F B O X A T G R A D E E Q U A L T O O L Y M P I C F O U N D R Y P N : S M 6 0 B H 4"Ø 6" MIN.18" MIN. P V C S T O R M P I P E P V C E L B O W G R O U T C O L L A R ( T Y P . ) I N S T A L L R I S E R S E C T I O N S A S N E E D E D T O O B T A I N P R O P E R H E I G H T 44" B O L T D O W N L I D 12" MIN.2' MIN.4"MIN.4"MIN.24" MIN.6"±INSTALL 2"X 2" X 48" WOOD STAKESAT 6' O.C. MAX. (8' MAX. WITH WIREBACKING)SILTATION FE N C E ( P E R M A - T E X S I L T FENCE OR E Q U I V A L E N T ) O R I G I N A L G R O U N D BURY BOTTOM OF SILTATION FENCE IN 4"WIDE X 4" DEEP TRENCH; BACKFILL WITHNATIVE SOIL OR 34"-112" WASHED GRAVEL2" X 2" WOOD STAKESILTATION FENCENATIVE SOIL BACKFI L L O R 3 4 " - 1 1 2 " WASHED GRAVELWRAP SILTATION FENCE ALONGBOTTOM AND BACK SIDE OF TRENCHAS SHOWN EMAIL: ZENOVIC@ZENOVIC.NET S H E E T TITLE: CLIENT: O F F I L E : J O B N O : S C A L E : D A T E : EROSION & DRAINAGE DETAILS 3 2 PORT ANGELES, WA 98362 301 EAST 6TH ST. SUITE 1 FAX: (360) 417-0514 PHONE: (360) 417-0501Z INCORPORATED ENOVIC & ASSOCIATES N T S 8 / 1 3 / 2 0 2 1 2 1 1 7 4 - E 1 2 1 1 7 4 BILL GREENWOOD 1540 N. JACKSON AVE. TACOMA, WA. 98406 SFR DRAINAGE PLAN FOR GREENWOOD, JEFFERSON COUNTY WASHINGTON - PARCEL NO. 701-324-008 S E T H J R O D M N P R O F E S S I O N A L E N G I N E ER STA T E O F W A S H I N G T O N R E G I S T E R E D 5 3 7 7 7 A . A u g 2 0 2 0 2 1 1' MIN.1' MIN.40'NOTCHED GRADE BOARD 2"X2"NOTCHES 18" O.C.TYPE 1 CATCH BASINW/SOLID COVER I N F L U E N T P I P E CLEAN OUT WYE FROM P I P E CLEAN OUT WYE FRO M P I P E END CAP OR PLUG END CAP OR PLUG4" PERFORATED PVC I N S T A L L L E V E L 2 " X 1 2 " P R E S S U R E T R E A T E D G R A D E B O A R D 4 " X 4 " P R E S S U R E T R E A T E D S U P P O R T P O S T G A L V A N I Z E D B O L T S D R A I N R O C K F I L T E R F A B R I C , T Y P A R # 3 4 0 1 O R A P P R O V E D E Q U A L 6" MIN. 12"MIN. PLAN S E C T I O N A - A G R A D E B O A R D 2" 1 " 2 " 1 8 " O . C . N O T E S : 1 . T R E N C H A N D G R A D E B O A R D M U S T B E I N S T A L L E D L E V E L . 2 . S U P P O R T P O S T S P A C I N G A S R E Q U I R E D T O E N S U R E G R A D E B O A R D R E M A I N S L E V E L EMAIL: ZENOVIC@ZENOVIC.NET S H E E T TITLE: CLIENT: O F F I L E : J O B N O : S C A L E : D A T E : DRAINAGE DETAILS 3 3 PORT ANGELES, WA 98362 301 EAST 6TH ST. SUITE 1 FAX: (360) 417-0514 PHONE: (360) 417-0501Z INCORPORATED ENOVIC & ASSOCIATES N T S 8 / 1 3 / 2 0 2 1 2 1 1 7 4 - E 1 2 1 1 7 4 BILL GREENWOOD 1540 N. JACKSON AVE. TACOMA, WA. 98406 SFR DRAINAGE PLAN FOR GREENWOOD, JEFFERSON COUNTY WASHINGTON - PARCEL NO. 701-324-008 S E T H J R O D M N P R O F E S S I O N A L E N G I N E ER STA T E O F W A S H I N G T O N R E G I S T E R E D 5 3 7 7 7 A . A u g 2 0 2 0 2 1 R100 WELL SETBACK E XI S TI N G W E L L A P P R O X L O C P R O P O S E D WA T E R S E R VI C E LI N E R VI C E LI N E P R O P O S E D S F R 1 9 7 4 S F R O O F A R E A I N S T A L L 4 Ø P V C D O W N S P O U T TI G H T LI N E S L O P E @ 2 MI N T O DI S P E R SI O N T R E N C H 75 SETBACKFROMTOP OF BLUFF PER GEOTEH E XI S TI N G S H E D A P P R O X L O C A TI O N E XI S TI N G D B O X T O P O F B L U F F A P P R O X L O C A TI O N X X X X X X X X X X X X X X X X I N S T A L L 4 0 L F DI S P E R SI O N T R E N C H P E R D E T AI L A 3 I N S T A L L A P P R O X 1 9 5 L F O F SI L T F E N C E P E R D E T AI L A 2 40 P R O P O S E D D E C K L 1 9 9 9 8 R 9 8 0 7 D 1.1 7 S52 45 57 E 14700 S49 48 35 E 15108 S60 46 04 E 507 46 EL A N S F O R R O A D B RI D G E A N D M U NI CI P A L I E S I N A F F E C T E D A R E A S P RI O R T O C O N S T R U C TI O N D D R AI N A G E P A T T E R N S C O N F O R M WI T H T H E P L A N A N D A T L E A S T 4 8 H O U R S P RI O R T O TI M E O F I N S P E C TI O N L E G E N D P R O P E R T Y B O U N D A R Y P R O P E R T Y E A S E M E N T P R O P E R T Y S E T B A C K P R O P O S E D B UI L DI N G F O O T P RI N T P R O P O S E D B UI L DI N G R O O F E D G E E XI S TI N G B UI L DI N G E D G E T O P O F B L U F F E D G E O F D E C K WE L L S E T B A C K WA T E R S E R VI C E LI N E P O WE R S E R VI C E LI N E S E P TI C S Y S T E M S T O R M LI N E E XI S TI N G R O A D W A Y E XI S TI N G D RI V E WA Y P R O P O S E D P A R KI N G A R E A V E G E T A T E D B U F F E R T R A N SI TI O N Z O N E DI R E C TI O N G R A D E S L O P E S 76' 247 E XI S TI N G D R AI N FI E L D A P P R O X L O C A TI O N 56' P R O P O S E D D RI V E WA Y 1 2 8 0 S F 1 0 V E G E T A T E D B U F F E R 2 T R A N SI TI O N Z O N E P R O P O S E D S E P TI C T A N K B Y O T H E R S L O C A P P R O X P R O P E R T Y LI N E I S A P P R O XI M A T E LI N E O F M E A N HI G H WA T E R 1 0 6 F T P E R R E C O R D O F S U R V E Y B O O K 6 O F S U R V E Y S P A G E 1 8 8 R E C O R D S O F J E F F E R S O N C O U N T Y A L T H O U G H N O T I N T E R C H A N G E A B L E M H W M A Y B E U S E D T O A P P R O XI M A T E T H E LI N E O F O R DI N A R Y HI G H WA T E R E XI S TI N G T A N K T O B E D E C O M MI S SI O N E D D R AI N FI E L D R E S E R V E A R E A D R AI N FI E L D R E S E R V E A R E A N O T E I N T H E C A S E O F F AI L U R E O F T H E E XI S TI N G S E P TI C D R AI N FI E L D A N D S U B S E Q U E N T D R AI N F EI L D R E C O N S T R U C TI O NI N T H E R E S E R V E A R E A S T H E DI S P E R SI O N T R E N C H M U S T B E R E L O C A T E D T O P R E V E N T DI S C H A R G E F R O M T H E DI S P E R SI O N T R E N C H F R O M E N T E RI N G T H E N E W D R AI N FI E L D A R E A S 30' M IN EMAIL: ZENOVIC@ZENOVIC.NET S H E E T TITLE: CLIENT: O F FI L E J O B N O S C A L E D A T E DRAINAGE SITE PLAN 3 1 PORT ANGELES, WA 98362 301 EAST 6TH ST. SUITE 1 FAX: (360) 417-0514 PHONE: (360) 417-0501Z INCORPORATED ENOVIC & ASSOCIATES 1 5 0 8 1 3 2 0 2 1 2 1 1 7 4 E 1 2 1 1 7 4 BILL GREENWOOD 1540 N. JACKSON AVE. TACOMA, WA. 98406 SFR DRAINAGE PLAN FOR GREENWOOD, JEFFERSON COUNTY WASHINGTON - PARCEL NO. 701-324-008 S E T H J R O D M N PROFESSI ON A L E N G I N E ER STA T E O F W A S HI N GTON REGI S T E R E 5 3 7 7 7 A A u g 2 0 2 0 2 1 BLD2021-00387 Sep 17 2021 P E R W S D O T S T D B 1 C O N C R E T E C A T C H B A SI N T Y P E 1 S E T LI P OF B O X A T G R A D E E Q U A L T O OL Y M PI C F O U N D R Y P N S M6 0 B H 4"Ø 6" MIN.18" MIN. P V C S T O R M PI P E P V C E L B O W G R O U T C O L L A R T Y P I N S T A L L RI S E R S E C TI O N S A S N E E D E D T O O B T AI N P R O P E R H EI G H T 44" B O L T D O W N LI D N C E P E R M A T E X SI L T Q UI V A L E N T O RI GI N A L G R O U N D L L O R 34 1 12 EMAIL: ZENOVIC@ZENOVIC.NET S H E E T TITLE: CLIENT: O F FI L E J O B N O S C A L E D AT E EROSION & DRAINAGE DETAILS 3 2 PORT ANGELES, WA 98362 301 EAST 6TH ST. SUITE 1 FAX: (360) 417-0514 PHONE: (360) 417-0501Z INCORPORATED ENOVIC & ASSOCIATES N T S 8 1 3 2 0 2 1 2 1 1 7 4 E 1 2 1 1 7 4 BILL GREENWOOD 1540 N. JACKSON AVE. TACOMA, WA. 98406 SFR DRAINAGE PLAN FOR GREENWOOD, JEFFERSON COUNTY WASHINGTON - PARCEL NO. 701-324-008 S E T H J R O D M N PROFESSI ON A L E N G I N E ER STA T E O F W A S HI N GTON REGI S T E R E 5 3 7 7 7 A A u g 2 0 2 0 2 1 BLD2021-00387 I N F L U E N T PI P E PI P E M PI P E N S T A L L L E V E L 2 X 1 2 P R E S S U R E T R E A T E D G R A D E B O A R D 4 X 4 P R E S S U R E T R E A T E D S U P P O R T P O S T G A L V A NI Z E D B O L T S D R AI N R O C K FI L T E R F A B RI C T Y P A R 3 4 0 1 O R A P P R O V E D E Q U A L 6" MIN. 12"MIN. S E C TI O N A A G R A D E B O A R D 2" 1 2 1 8 O C N OT E S 1 T R E N C H A N D G R A D E B O A R D M U S T B EI N S T A L L E D L E V E L 2 S U P P O R T P O S T S P A CI N G A S R E Q UI R E D T O E N S U R E G R A D E B O A R D R E M AI N S L E V E L EMAIL: ZENOVIC@ZENOVIC.NET S H E E T TITLE: CLIENT: O F FI L E J O B N O S C A L E D AT E DRAINAGE DETAILS 3 3 PORT ANGELES, WA 98362 301 EAST 6TH ST. SUITE 1 FAX: (360) 417-0514 PHONE: (360) 417-0501Z INCORPORATED ENOVIC & ASSOCIATES N T S 8 1 3 2 0 2 1 2 1 1 7 4 E 1 2 1 1 7 4 BILL GREENWOOD 1540 N. JACKSON AVE. TACOMA, WA. 98406 SFR DRAINAGE PLAN FOR GREENWOOD, JEFFERSON COUNTY WASHINGTON - PARCEL NO. 701-324-008 S E T H J R O D M N PROFESSI ON A L E N G I N E ER STA T E O F W A S HI N GTON REGI S T E R E 5 3 7 7 7 A A u g 2 0 2 0 2 1 BLD2021-00387