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60' EASEMENT S0° 04' 36"W196.77'DRAINAGE NOTES:1. ALL CONSTRUCTION SHALL CONFORM WITH THESE PLANS AND THE
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TRANSPORTATION STANDARD PLANS FOR ROAD, BRIDGE AND MUNI
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2. CONTRACTOR SHALL NOTIFY UTILITY LOCATOR SERVICE AND ARRA
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UNDERGROUND UTILITIES IN AFFECTED AREAS PRIOR TO CONSTRU
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3. ALL STORM DRAIN PIPING SHALL BE PVC. PVC PIPING IN TRAFFIC AR
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SPECIFICATION D3034.4.FINAL ELEVATIONS, GRADES, AND ACTUAL PIPE LOCATIONS ARE TO
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MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.5. THIS DRAINAGE SYSTEM MUST BE INSPECTED AND CERTIFIED TO TH
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ZENOVIC & ASSOCIATES, INC. AT LEAST 48 HOURS PRIOR TO TIME O
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5' SETBACK5' SETBACK
20' FORESTRY SETBACK
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LEGEND:... PROPERTY BOUNDA
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... PROPERTY SETBACK... PROPERTY EASEMEN
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... BUILDINGS ROOF ED
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... SEPTIC SYSTEM... STORM LINE... RIGHT OF WAY CENT
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... CONCRETE SURFACE
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... EXISTING ROADWAY... EXISTING MOUND OF
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... TRANSITION ZONE... VEGETATED BUFFER... DIRECTION GRADE S
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12%±12%±50'XXXXXXXXXXXRESERVEAREA
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INSTALL SPLASHBLOCKS PER DETAIL B/2 PROPOSED30x40 SHOP1,496 S.F.ROOF AREAPROPOSEDDRIVEWAY3,955 S.F.PROPOSEDCONCRETESIDEWALK 150 S.F.PROPOSED DRAINFI
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SITE PLAN
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*This site plan is for the proposed New Single Family Residence only (A.H, 7/23/2021)
*
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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 FENCE (PE
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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 BACKFILL OR 34"-
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WASHED GRAVELWRAP SILTATION FENCE ALONGBOTTOM AND BACK SIDE OF TRENCHAS SHOWN
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EMAIL: ZENOVIC@ZENOVIC.NET
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TITLE:
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DRAINAGE DETAILS - 1 OF 3
4
2
PORT ANGELES, WA 98362
301 EAST 6TH ST. SUITE 1
FAX: (360) 417-0514
PHONE: (360) 417-0501Z
INCORPORATED
ENOVIC &
ASSOCIATES
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3
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9
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3
LEXAR HOMES
92 KALA SQUARE PLACE
PORT TOWNSEND, WA. 98368
SITE DRAINAGE PLAN FOR OWNES, JEFFERSON COUNTY WASHINGTON - PARCEL NO. 921-185-001
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1' MIN.1' MIN.PER PLAN NOTCHED GRADE BOARD 2"X2"NOTCHES 18" O.C.TYPE 1 CATCH BASIN W/SOLIDCOVER SEE DETAIL B/3INFLUENT PIPE CLEAN OUT WYE FROM PIPECLEAN OUT WYE FROM PIPEEND CAP OR PLUG END CAP OR PLUG4" PERFORATED PVC INSTALL LEVEL 2"X12" PRESSURE TREAT
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NOTES:1. TRENCH AND GRADE
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4"Ø
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44"
18" MIN.
EMAIL: ZENOVIC@ZENOVIC.NET
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TITLE:
CLIENT:
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:
DRAINAGE DETAILS - 2 OF 3
4
3
PORT ANGELES, WA 98362
301 EAST 6TH ST. SUITE 1
FAX: (360) 417-0514
PHONE: (360) 417-0501Z
INCORPORATED
ENOVIC &
ASSOCIATES
N
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S
2
/
3
/
2
0
2
1
2
0
2
9
3
-
E
2
2
0
2
9
3
LEXAR HOMES
92 KALA SQUARE PLACE
PORT TOWNSEND, WA. 98368
SITE DRAINAGE PLAN FOR OWNES, JEFFERSON COUNTY WASHINGTON - PARCEL NO. 921-185-001
S
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3
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7
7
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METHOD 1AMENDING EXISTING TOPSOIL OR SUBSOIL IN TURF ARE
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PLACE 1.75" COMPOST MATERIAL ROTOTILL COMPOST TO MIN. 8" SETTLEDDEPTH2"10"
8"
12"
SCARIFY/ROTOTILL EXISTINGSOIL TO 10" MIN. DEPTH10"METHOD 2REPLACING STRIPPED TOPSOIL IN TURF AND PLANTING AREASPLACE 8" SETTLED DEPTHTOPSOIL (AMENDED IF NEEDED)8"
12"
SCARIFY/ROTOTILL EXISTINGSOIL TO 4" MIN. DEPTH 4"GENERAL NOTES:1. CONTRACTOR/OWNER HAS THE OPTION OF IMPLEMENTING EITHER METHOD 1 OR METHOD 2 TO
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2. TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF 8 INCHES EXCEPT WHERE TREE ROOTS LIMIT
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AMENDMENT INCORPORATION.3. SUBSOILS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 4 INCHES TO ACHIEVE A TOTAL "LOOSE"
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4. TOPSOIL SHALL HAVE A MINIMUM ORGANIC CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS, A
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MATTER IN TURF AREAS, AND A pH FROM 6.0 TO 8.0 OR MATCHING THE pH OF THE UNDISTURBED
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.
5. TURF AREAS SHALL BE WATER OR ROLL COMPACTED TO 85% MAXIMUM DRY DENSITY6. RAKE SMOOTH AND REMOVE WOODY DEBRIS AND ROCKS LARGER THAN 1" IN DIAMETER (2" FOR
P
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)
.
STEP 1STEP 2STEP 3STEP 1STEP 2
EMAIL: ZENOVIC@ZENOVIC.NET
S
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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 OF 3
4
4
PORT ANGELES, WA 98362
301 EAST 6TH ST. SUITE 1
FAX: (360) 417-0514
PHONE: (360) 417-0501Z
INCORPORATED
ENOVIC &
ASSOCIATES
N
T
S
2
/
3
/
2
0
2
1
2
0
2
9
3
-
E
2
2
0
2
9
3
LEXAR HOMES
92 KALA SQUARE PLACE
PORT TOWNSEND, WA. 98368
SITE DRAINAGE PLAN FOR OWNES, JEFFERSON COUNTY WASHINGTON - PARCEL NO. 921-185-001
S
E
T
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5
3
7
7
7
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.