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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
SAWCUT ANGLE POINT
CENTERLINE N:174,396.85
RIM=22.06 " N �a �� so.; „ I -
IE=19.91, 8 D.I. N ,�02 ,� a � so . � _ _ w � � (COORDINATE E:1,297,594.65 ti�As
IE=16.44, 6"PVC E x ti ' sD e' d _ IN - / WITH INSPECT(F �' _ GNt
IE=16.36, 6"PVC W a AS HALT s:, w ' - %L`L� g GPs -
'� / / ❑7 12 _ GEND SAWCUT �"NO
"NO PARKING" d w - I N:174,394.99
o -23- SD. .� Dj - - _ �, �<PARTIAL�� f�-/ "OrE:1,297,595.07PARKING"
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7 � _ 1 „ „� l� RIM=24.08
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so _ - _ - ss ! �:. SI t� y_�.•; :a TOP OF BAFFLE=21.78
TOP OF VERT. TEE-21.55,
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RIM=23.66 / 1 i _BASEMENT I I PER REC. # 542 488
IE=19.65, 12"CPP N I i I \ ACCESS ONCRETE TPN 3340 02880 EXISTI G CONCRETE /
BALLESTRA SE ROY
IE=19.76, 12"CPP E z I I Ii i I- BUILD% 1
IE=19. 76, 12 "CPP S N I Nl f G I I I 35"
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CONSTRUCTION
RECORD DRAWING
PROJECT WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED
PLANS. ELEVATION DEVIATIONS, WHERE
APPLICABLE, ARE DENOTED WITH PLAN
CALLOUT UPDATES, AND A STRIKEOUT
THROUGH THE ORIGINAL ELEVATION.
UTILITY AS -BUILT INFORMATION OBTAINED
BY MCKEE ENTERPRISES AND VERIFIED BY
SITTS & HILL ENGINEERS, INC.
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TELEPHONE
RISER , _ A! NORTH
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TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PUBLIC) HORIZONTAL SCALE: 1"=20'
20 0 20 40
SCALE: 1 "=20'
SURVEYED: SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991 C T Y OF
DESIGNED:
DKM/RJJ RENTON
• Call 811 : DRAWN: KLK/DKM
1 12TH ST CURB AND GUTTER SAWCUT AND FLOWLINE ADJUST. S&H 05.28.24 DCD CHECKEDONE INCH DATU M
WO business days DCD AT FULL SCALE Planning/Building/Public Works Dept.
before you dig APPROVED: IF NOT ONE INCH
y g N 0. REVISION BY DATE APPR R DCD SCALE ACCORDINGLY
LEGEND
PROPOSED FEATURES -
CATCH BASIN PROTECTION
SILT FENCE
AND DEMOLITION
- - STOCKPILE AREA
- - - - - - SAWCUT LINE
GENERAL NOTES
1. SEE APPLICABLE TEMPORARY EROSION AND SEDIMENT CONTROL NOTES ON
C1.2C
2. THE MAJORITY OF SITE DEMOLITION ACTIVITIES IDENTIFIED ON THIS PLAN
HAVE ALREADY BEEN COMPLETED BY THE PREVIOUS PROPERTY OWNER.
CONTRACTOR SHALL VERIFY COMPLETE REMOVAL OF FEATURES INDICATED
ON THIS PLAN FOR DEMOLITION. IF FEATURES IDENTIFIED FOR DEMOLITION
REMAIN, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO FULLY REMOVE
THEM.
3. MATERIAL REMOVED FROM SITE TO BE DISPOSED OF AT AN APPROVED,
OFF -SITE LOCATION
4. HOMEOWNER/LAND OWNER TO COORDINATE WITH PURVEYOR OF UTILITIES
BEFORE ANY DEMOLITION
5. HOME OWNER/ LAND OWNER TO SHUT OFF AND REPAIR ANY UTILITIES
DAMAGED ON SITE THAT ARE NOT MARKED FOR REMOVAL
6. PROTECT ALL ON -SITE MONUMENTS OR FEATURES USED FOR SURVEY
PURPOSES
7. WATER UTILITY SEVERANCES TO BE PERFORMED BY CITY OF RENTON
KEY NOTES
PROTECT FEATURE AS NOTED
2� REMOVE FEATURE AS NOTED
3� INSTALL SILT FENCE PER STANDARD PLAN 214.00/C1.3C
INSTALL CATCH BASIN PROTECTION PER STANDARD PLAN 216.30/C1.3C
:� SAWCUT TO FULL DEPTH OF ASPHALT PAVEMENT/CONCRETE
SUGGESTED MATERIAL STOCKPILE LOCATION. STOCKPILE MAY BE LOCATED
ELSEWHERE AS APPROVED BY OWNER. PROVIDE PLASTIC COVERING AT
TEMPORARY STOCKPILE LOCATIONS AS PER DETAIL 100/C1.3
CAP EXISTING PIPE AS NOTED
PARTIAL DEPTH SAWCUT FOR HMA OVERLAY. CONTRACTOR SHALL
COORDINATE WITH CITY OF RENTON INSPECTOR FOR GRIND THICKNESS
WHICH WILL RESULT IN ADEQUATE CROSS SLOPE OF FINISHED ROADWAY.
i
s tts &hill
4�Ee �C�rf CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
fi PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
�PicGj6449 O Project No.: 19480 Project Mgr.: DCD
Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
R-422932
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BROTHERTON CADILLAC - RENTON
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
(PUBLIC)
DATE:
FIELDBOOK:
PAGE:
DRAWING NO:
C1.1 C
SHEET: OF:
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