Grading and Utility plan.pdfSW 1 /4, SECTION 5, TOWNSHIP 27 NORTH, RANGE 5 EAST, W.M.
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GRADING AND UTILITY PLAN
SCALE: 1" = 20'-0"
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IE=276.25'(24"O)PVC S
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10 20
NOTES:
1. ALL DISTURBED PERVIOUS SURFACES SHALL BE AMENDED TO
MEET DOE BMP T5.13
2. T SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES
(POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER AND
STORM AND 5' FROM ANY CITY MAIN LINES.
3. DRIVEWAY SLOPES SHALL NOT EXCEED 14%.
4. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE
CONTRACTOR, NOT THE CITY OF EDMONDS.
5. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES.
6. REFER TO SHORT PLAT CONSTRUCTION DRAWINGS FOR
EXISTING UTILITY EASEMENTS AND STORMWATER
IMPROVEMENTS. (AFN:201612095001).
O C I
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
4" DIA PERFORATED PVC PIPE
WITH 6" OF 1" MINUS GRAVEL 8" MIN FROM WOOD.
ALL AROUND, WRAPPED IN SEE STRUCTURAL DRAWINGS �,� GUILL
NON -WOVEN GEOTEXTILE FABRIC, 4 �F WAS8 �t>
SLOPE AT 0.5% MIN. TURN DOWN L D D
PERFORATIONS AS SHOWN p A V
�I�I �10� D0�1
6" DOWNSPOUT TIGHTLINE TO FINISHED GRADE IIS'1'1
CONVEYANCE SYSTEM @ 0.5%
MIN. PLACE NEXT TO FOOTING _ _ Is
DRAIN OR AS SHOWN ON - - -�
GRADING & DRAINAGE PLAN I=1 I W 6/ 18
(CONTRACTOR MAY LOCATE ON
0
EITHER SIDE OF FOOTING DRAIN) o
00 0 O
00 00 ° a a
O 0� 000 a a
o� ° a o 0 a
LINE OF MAX EXCAVATION. o 0 0
IF SOIL IS OVEREXCAVATED, O O OOP oO
REPLACE WITH LEAN MIX O o
CONCRETE
/ FOOTING J
1 Q
1 z
O m
FOOTING AND ROOF DRAIN SECTION
2
SCALE: NTS 0 2of
RESIDENCE
CLEANOUT WITH 45•
BEND AND CAP
NOT TO EXCEED 100' BETWEEN
CLEAN OUTS
CLEANOUT (WYE WITH CAP
AND L❑CKING LAMPH❑LE COVER)
ckf
w
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WATER TIGHT CAP
RISER
12" PVC
SLEEVE
6" RISER
4' OR 6' SIDE SEWER'
GENERAL CLEANOUT DETAIL
1z•
ASPHALT SURFACE 1
6' WYE AND 45
AND 1/8 BEN]
LOCKING LAMPHOLE COVER I
12" MIN.
6" CITY STUB
4' OR 6' SIDE SEWER)
CLEAN OUT DETAIL AT PROPERTY LINE
6' RISER \ 12" PVC SLEEVE
PVC CAP
TYPICAL CL NOUT UNDER ASPHALT
OR CONCRETE
12" LOCKING LAMPHOLE COVER
(EAST JORDAN IRON WORKS CO.)
(MODEL #: 00366108)
NOTE:
SIDE SEWER JOINTS SHALL BE
GASKETED
REVISIONS STANDARD DETAIL
APPROVED BY DATE
D, GEBERT 6/16/03 SEWER CLEANOUT DETAILS
D. GEBERT 01/06/05
DATE SCALE DWG NO.
�890-199� 7/24/O1 NTS E6.2
CITY STANDARD DETAIL
SCALE: NTS
x
LLJ
x
ox
x
x
Y
Q
DESIGN:
VD
DRAWN:
ATD
CHECK:
JPU
JOB NO: 18044.20
DATE:
XX/XX/XX
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SHEET:
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