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L.P. ELEV = 497.20
L.P. - STA_ = - -10 +19.87
PW STA = 10 +2701
PW ELEV = 49703
A.D. = 14.00
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H.P. STA = 112 +60.62
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SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M.
SADDL EBROOK
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L.P. STA = 15 +74.54
H.P. STA = 112 +60.62
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PW_ ELEV = 501.0)L_,
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PW STA = 12 +56.16
PW STA = 10 +84.51
A.D. = 4.42
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PW ELEV = 508.61
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PW £L�V = 503.93
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A.D. = 5.15
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L.P. 'ELEV = 501.56
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SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS.'
10 +80
11 +40
72 +60
72 +00 13 +20
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
HORIZONTAL
0 5 10 20
1 INCH = 10 FT.
VERTICAL
I. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DOES PRIOR TO THE PRECONSTRUCT70N MEETING (KCC 9.04.100.0). 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED
FOR INFILTRATION BY KING COUNTY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING:
2 ALL PIPE AND APPURTENANCES SHALL BE LAID IN ACCORDANCE WITH MOT 7 -08. THIS SHALL INCLUDE LEVELING AND
COMPAC77NG THE TRENCH BOTTOM, THE TOP OF THE FOUNDA77ON MA7ERIAL AND ANY REQUIRED BEDDING TO A UNIFORM GRADE SO A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE
THAT THE ENTIRE DRAINAGE FACILITY IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. ROOF DOWNSPOUTS AND F007ING DRAINS DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS
NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING,
3 STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). POSITIVE DRAINAGE TO AN APPROVED STORMWA7ER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED W17MN A TRAVELED ROADWAY OR SIDEWALK B) OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE- FOOT -HIGH, 2' X 4' STAKE MARKED 'STORM' OR DRAIN'
SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETEN710NIDEIEN77ON FACILITY SHALL THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL. BE WS/BL& AND BE SECURED TO THE STAKE.
HAVE SOLID LOCKING LIDS (KCRS 7.05).
C) PIPE MATERIAL SHALL CONFORM TO UND£RDRA/N SPEC /FICA DONS DESCRIBED IN KCRS 7.04. IF NON - METALLIC, THE
5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2 -013, 2 -018, 2 -019, OR 2 -020, AND SHALL INCLUDE THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION.
STAMPING ' OUTFALL TO STREAM, DUMP NO POLLUTANTS' AND 'PROPERTY OF KING COUNTY" (KCRS 705).
D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL
6. ALL DRIVEWAY CULVERTS LOCATED WI7H /N KING COUNTY RIGHT -OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3.1 LOTS.
SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH CULVERTS SHALL HAVE BEVELED END SEC77ONS TO MATCH
THE SIDE SLOPE (KCRS 7.03(L), DRAWING NO. 2 -001). E) THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE
LINES WTH RESPECT TO U77LI77ES (E.G., POWER, GAS TELEPHONE, TELEVISION, ETC.).
7. ROCK FOR EROSION PROTECRON OF DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE
FOOT (1), AND MUST MEET THE FOLLOWING SPECIFICATIONS IOOR MUST PASS THE 8" SIEVE, 40X MAXIMUM CAN PASS THE 3' SIEVE F) ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER.
AND IOT MAXIMUM CAN PASS THE 314' SIEVE. INSTALLA77ON SHALL BE IN ACCORDANCE WITH KCRS 7.02(8), DRAWING NO. 2 -024.
Call Workilg Days Before You DIg
1- 800 - 424 -5555
UtIli Underground Location Center
(ID,MT,ND,ORWA1
D.R. STRONG
RS CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
10609 NE38th PL, #101 KIRKLAND, WA 98033
0425.8273063 F4258272423
..dalron9.com
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0. b1.XR$ /. "1EN• 44.7488
12 165 =Y9b•37ag
211 12'LCPEO40M P10I 12 1ENWIIN9U•41A(�
"18
ca IOU TYPEI 12 S• y14.82A8
RIM 4a�ss. AS:z AB NE
lE 48EO8. zJa•E Aft en I
1ST STREET
SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS.'
10 +80
11 +40
72 +60
72 +00 13 +20
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
HORIZONTAL
0 5 10 20
1 INCH = 10 FT.
VERTICAL
I. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DOES PRIOR TO THE PRECONSTRUCT70N MEETING (KCC 9.04.100.0). 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED
FOR INFILTRATION BY KING COUNTY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING:
2 ALL PIPE AND APPURTENANCES SHALL BE LAID IN ACCORDANCE WITH MOT 7 -08. THIS SHALL INCLUDE LEVELING AND
COMPAC77NG THE TRENCH BOTTOM, THE TOP OF THE FOUNDA77ON MA7ERIAL AND ANY REQUIRED BEDDING TO A UNIFORM GRADE SO A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE
THAT THE ENTIRE DRAINAGE FACILITY IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. ROOF DOWNSPOUTS AND F007ING DRAINS DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS
NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING,
3 STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). POSITIVE DRAINAGE TO AN APPROVED STORMWA7ER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED W17MN A TRAVELED ROADWAY OR SIDEWALK B) OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE- FOOT -HIGH, 2' X 4' STAKE MARKED 'STORM' OR DRAIN'
SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETEN710NIDEIEN77ON FACILITY SHALL THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL. BE WS/BL& AND BE SECURED TO THE STAKE.
HAVE SOLID LOCKING LIDS (KCRS 7.05).
C) PIPE MATERIAL SHALL CONFORM TO UND£RDRA/N SPEC /FICA DONS DESCRIBED IN KCRS 7.04. IF NON - METALLIC, THE
5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2 -013, 2 -018, 2 -019, OR 2 -020, AND SHALL INCLUDE THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION.
STAMPING ' OUTFALL TO STREAM, DUMP NO POLLUTANTS' AND 'PROPERTY OF KING COUNTY" (KCRS 705).
D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL
6. ALL DRIVEWAY CULVERTS LOCATED WI7H /N KING COUNTY RIGHT -OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3.1 LOTS.
SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH CULVERTS SHALL HAVE BEVELED END SEC77ONS TO MATCH
THE SIDE SLOPE (KCRS 7.03(L), DRAWING NO. 2 -001). E) THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE
LINES WTH RESPECT TO U77LI77ES (E.G., POWER, GAS TELEPHONE, TELEVISION, ETC.).
7. ROCK FOR EROSION PROTECRON OF DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE
FOOT (1), AND MUST MEET THE FOLLOWING SPECIFICATIONS IOOR MUST PASS THE 8" SIEVE, 40X MAXIMUM CAN PASS THE 3' SIEVE F) ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER.
AND IOT MAXIMUM CAN PASS THE 314' SIEVE. INSTALLA77ON SHALL BE IN ACCORDANCE WITH KCRS 7.02(8), DRAWING NO. 2 -024.
Call Workilg Days Before You DIg
1- 800 - 424 -5555
UtIli Underground Location Center
(ID,MT,ND,ORWA1
D.R. STRONG
RS CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
10609 NE38th PL, #101 KIRKLAND, WA 98033
0425.8273063 F4258272423
..dalron9.com
1
2
NO.
13 +80
/4 +40
15 +00
15 +60
16 +20
R- 366518
JANUARY 10, 2013 YLP 01.2&13 MAW --D' vExzrx xro lase �/ [�
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11.2 03.14.13 YAJ Dm NM. AS NOTED xDxlzoxru: wn sae /ies� >} C T 01
RENTON
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CNECNE: . *wl usc�c I Planning /Building /Public Works Dept.
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REVISION BY DATE APPR "" "AO� EWE .cDUnlxDir
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SADDLEBROOK
ROAD AND STORM DRAINAGE PROFILE
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Date:? i
Date:
Date:
d11 -14-12
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