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SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M.
VI £L£V = +99.4 H P. TA = 61.79 AL TMYER
L.P. STA - 10+99.42 H. P. STA = 11 +61.79
PVI STA = 70 +99.42 PW STA = 11 +61.79
PW ELEV - 431.87 PW REV = 432.50
A.D. - 2.00 A.D. _ -2.00
K =31.19 K =31.19
62.38' VC 62.38' VC
II II
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FINISHED GRADE!! li
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10 +80
11 +40
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16 420. -i1 (V4)
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10 +00 10 +20
10 +80
11 +40
L.P. ELEV = 428.37
GRADE
FINISHED GRADE
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A.D. = 4.45
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12 +60
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13 +20
13 +80
L.P. ELEV = 428.37
GRADE
FINISHED GRADE
PVT STA - 14 +85.15
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742 GF 12
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Be U` 12" LOPE O 15.351f (P104) Is y2i•21 {
at
14+40
15 +00
15 +60
420... -...
L.P. ELEV = 428.37
GRADE
FINISHED GRADE
PVT STA - 14 +85.15
L.P. STA = 15 +34.14
ti
PW ELEV = 429.26
PW STA = 15 +35.15
I I i i
A.D. _ -1.00
PW ELEV = 428.26
K = 60.00
A.D. = 4.45
_.._ -__
K = 4.49
60.00' VC
20.00' VC
141.0.
446
LF 24" LCPE
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I•6041i P10
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IIW
4150 Lk. 24'.
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CB 9 TYPE
2 -48'
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Be U` 12" LOPE O 15.351f (P104) Is y2i•21 {
at
14+40
15 +00
15 +60
420... -...
20+00 20+40 21 +00 21 +60 22 +20 22 +80 50+00 50+20
SURFACE WATER DRAINAGE NOTES AND SPECIF ICATIONS
1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DOES PRIOR TO THE PRECONSTRUCT70N MEETING (KCC 9.04.10OD). 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR 7HOSE 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 WSDOT 7 -08. THIS SHALL INCLUDE LEVELING AND
COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATER /AL 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 UNWEL0/NG BASE. ROOF DOWNSPOUTS AND F0077NG 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,
J. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT In OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SY57EM OR TO AN APPROVED OUTFALL LOCATION.
4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK B) OUTLETS ON EACH LOT SHALL BE LOCATED NTH A F7VE- FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR DRAIN ".
SHALL HAVE SOLID LOCKING UDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTIONIDETENTION FACILITY SHALL THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE.
HAVE SOLID LOCKING LIDS (KCRS 7.05).
C) PIPE MATER /AL SHALL CONFORM TO UNDERORA /N SPECIFICATIONS DESCRIBED IN KCRS Z04. IF NON - METALLIC, THE
5. ALL CATCH BASIN GRA 7E5 SHALL CONFORM TO KCRS DRAWING NUMBERS 2 -013, 2 -018, 2 -019, OR 2 -020, AND SHALL INCLUDE THE PIPE SHALL CONTAIN WIRE OR 07HER ACCEPTABLE DETECTION.
STAMPING " OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS Z05).
D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL
6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM J. 1 LOTS.
SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH
THE SIDE SLOPE (KCRS 7OJ(L), DRAWING NO 2 -001). E) THE APPLICANT /CON7RACTOR IS RESPONSIBLE FOR COORDINA77NG THE LOCATIONS OF ALL STUB -OUT CONVEYANCE
LINES WITH RESPECT TO UTILITIES (EG., POWER, GAS, TELEPHONE, TELEVISION, ETC.).
7. ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE
FOOT (1), AND MUST MEET THE FOLLOWING SPECIFICATIONS 10OX MUST PASS THE 8•• SIEVE, 409 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. INSTALLATION SHALL BE IN ACCORDANCE W17H KCRS Z02(B), DRAWING N0. 2 -024.
Cal 2 Working Days Before You Dig
1- 800 - 424 -5555
Ull'llies Underground Location Center
0D,MT,ND,OR,WA)
R. I CITY COMMENTS DATED MAY 3, 2012
D, STRONG
CONSUL TING ENGINEERS z MYLAA
ENGINEERS PLANNERS SURVEYORS
h 10604 NE388r PL, #101 KIRKLAND, WA 90033
0425.8273063 F 425 827 2423
.drstrong.=m NO. I REVISION
YLP
SII h D.
&is
50 +80 51 +40 52 +00
STORM DRAINAGE NOTES
1. ALL CS'S ARE TYPE 1 UNLESS OTHERWISE NOTED
2. CBS 8,9,1E AND 11 ARE SOLID LOCKING LID.
J. PIPE P7, P14 AND CB 7 DO NOT EXIST.
52 +60
53 +20
53 +80
GRAPHIC SCALE
15 30 60
RECOMMEN OR APPOVAL
1 INCH = 30 FT.
R 3 6 4 2140 HORIZONTAL Date: % -
BY
0 5 10 20 BY Date
1 INCH = 10 FT. Date;
VERTICAL
67 Im V
BY: Date:
LE: ah
°' °� ALTMYER o3 -29 -12
AS NOTED CITY OF
f,ELLUDY(:
RENTON ROAD AND STORM DRAINAGE PROFILE
YLVi N
R
NOT ONE ixcx MAI Planning /Building /Public Works Dept.
BY DATE APPR wr D: scut .cconaxcLr v
AU11
�J
D
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EXIS77MG
GRADE
FINISHED GRADE
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141.0.
446
LF 24" LCPE
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4150 Lk. 24'.
_
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_._-
_
420.
- -.1
LOPE..6,466Y. P13
_
-- 420 -. - -_
CB 9 TYPE
2 -48'
RIM 430.904
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-)
�P9
CB 70 TYPE 2 -48
CB i1 T1PE 2 -48"
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431.41 N
EX TWE
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20+00 20+40 21 +00 21 +60 22 +20 22 +80 50+00 50+20
SURFACE WATER DRAINAGE NOTES AND SPECIF ICATIONS
1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DOES PRIOR TO THE PRECONSTRUCT70N MEETING (KCC 9.04.10OD). 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR 7HOSE 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 WSDOT 7 -08. THIS SHALL INCLUDE LEVELING AND
COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATER /AL 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 UNWEL0/NG BASE. ROOF DOWNSPOUTS AND F0077NG 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,
J. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT In OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SY57EM OR TO AN APPROVED OUTFALL LOCATION.
4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK B) OUTLETS ON EACH LOT SHALL BE LOCATED NTH A F7VE- FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR DRAIN ".
SHALL HAVE SOLID LOCKING UDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTIONIDETENTION FACILITY SHALL THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE.
HAVE SOLID LOCKING LIDS (KCRS 7.05).
C) PIPE MATER /AL SHALL CONFORM TO UNDERORA /N SPECIFICATIONS DESCRIBED IN KCRS Z04. IF NON - METALLIC, THE
5. ALL CATCH BASIN GRA 7E5 SHALL CONFORM TO KCRS DRAWING NUMBERS 2 -013, 2 -018, 2 -019, OR 2 -020, AND SHALL INCLUDE THE PIPE SHALL CONTAIN WIRE OR 07HER ACCEPTABLE DETECTION.
STAMPING " OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS Z05).
D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL
6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM J. 1 LOTS.
SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH
THE SIDE SLOPE (KCRS 7OJ(L), DRAWING NO 2 -001). E) THE APPLICANT /CON7RACTOR IS RESPONSIBLE FOR COORDINA77NG THE LOCATIONS OF ALL STUB -OUT CONVEYANCE
LINES WITH RESPECT TO UTILITIES (EG., POWER, GAS, TELEPHONE, TELEVISION, ETC.).
7. ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE
FOOT (1), AND MUST MEET THE FOLLOWING SPECIFICATIONS 10OX MUST PASS THE 8•• SIEVE, 409 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. INSTALLATION SHALL BE IN ACCORDANCE W17H KCRS Z02(B), DRAWING N0. 2 -024.
Cal 2 Working Days Before You Dig
1- 800 - 424 -5555
Ull'llies Underground Location Center
0D,MT,ND,OR,WA)
R. I CITY COMMENTS DATED MAY 3, 2012
D, STRONG
CONSUL TING ENGINEERS z MYLAA
ENGINEERS PLANNERS SURVEYORS
h 10604 NE388r PL, #101 KIRKLAND, WA 90033
0425.8273063 F 425 827 2423
.drstrong.=m NO. I REVISION
YLP
SII h D.
&is
50 +80 51 +40 52 +00
STORM DRAINAGE NOTES
1. ALL CS'S ARE TYPE 1 UNLESS OTHERWISE NOTED
2. CBS 8,9,1E AND 11 ARE SOLID LOCKING LID.
J. PIPE P7, P14 AND CB 7 DO NOT EXIST.
52 +60
53 +20
53 +80
GRAPHIC SCALE
15 30 60
RECOMMEN OR APPOVAL
1 INCH = 30 FT.
R 3 6 4 2140 HORIZONTAL Date: % -
BY
0 5 10 20 BY Date
1 INCH = 10 FT. Date;
VERTICAL
67 Im V
BY: Date:
LE: ah
°' °� ALTMYER o3 -29 -12
AS NOTED CITY OF
f,ELLUDY(:
RENTON ROAD AND STORM DRAINAGE PROFILE
YLVi N
R
NOT ONE ixcx MAI Planning /Building /Public Works Dept.
BY DATE APPR wr D: scut .cconaxcLr v
AU11
�J
D
H
0 h Oo°o
r
-9i w
N