HomeMy WebLinkAboutR-39302142
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SDCB 1169
EX. TYPE 2 CB
SDCB 24 STA 26+48.07, 18.94' LT
CB TYPE 1 RIM: 35.77 -
STA 26+38.78, 55.68' RT IE: 34.00 8" DI (N) (2 PIPES) (NEW)
RIM: 35.43 IE: 27.97 8" CONC. (W)
GRADE BREAK STA = 23+80.57 IE: 30.43 12" (SE) IE: 27.97 8" CONC. (E)
IE: 30.43 12" (NW) IE: 29.07 12" CPEP (S)
ELEV = 36.227 REMOVE EX. LADDER & SDCB 71
FINISHED GRADE @ FLOWLINE VERTICAL SCALE: 1"=2' SDCB 54 PROVIDE NEW LADDER AS 48' TYPE 2 CB
CB TYPE 1 DIRECTED BY THE CITY _SDCB 78 OVER BUILD
CB TYPE 1 L
EXIST. GRADE @ CENTERLINE STA 26+20.31, 29.41' RT SDCB 37 STA 27+01.49, 16.64' LT CATCH BASIN
GRADE BREAK STA = 24+97.39 RIM: 34.94 S TYPE 2 CB RIM: 95.5E-35.39 STA 27+35.25. 15.18 LT
IE:39-G3r12" N SOLID LID RIM:35-�'.r35.07
EXIST. GRADE @ SAWCUT LINE ELEV = 35.670 30.59 ( ) STA 30+36.82, 10.45' RT 33.64 IE: �3-8" (S) (2 PIPES) IE: 3.0.98 12" (W)
- - - GRADE BREAK STA = 26+14.45 I RIM: 35.73
33.33 IE: 33.58 12" (N) IE:36-9&12" (E)30.94
91° - - - - - - - - - - ELEV = 35.001 I IE: 39-3-3r12 (SE) 30.13 IE: 33.33 12 (S)
- - _ _ I IE- 38.3-3r12" (S)30.13
53 LF 8" DI @ 0.50%
NEW 1.5" WATER
II °
I I
NEW 8" WATER
EXIST. STCB 2255 NEW 4" WATER
PROVIDE
AM
EXIST. 16" D.I. WATER MAIN ETHAF PAD 34 LF 12" DI @ 0.50%
O- - - NEW 6 WATER - - - - - - 23 LF 12" DIP @ 1.33%
---- NEW6"WATER
------------------ NEW6"WATER TOP OF EX.
1---------------- PWR=33.66
LJ
TOP OF EX. TOP OF EX. 4" PWR=33.15
PWR=32.02 BOTTOM=32.82
BOTTOM=30.90
u
TOP OF EX. 2" PWR (2)=33.10
BOTTOM=32.93
I I II
IQI
I I
STCB 6238, EX. TYPE 1 CB
STA: 27+35.42, 20.87 LT
RIM: 35.08
SDCB 57 EX. 22" SANITARY SEWER IE: 30.93 12" CPEP (E)
CB TYPE 1 IE: 30.90 12" CPEP (N)
STA 24+14.69, 20.92' RT EXISTING GRADE ELEVATION
RIM: 36.03 FINISHED GRADE ELEVATION L L
IE: 31.89 12" (W) 4'x4' CONCRETE @CENTERLINE @ FLOWLINE
ENCASING FOR FUTURE -
UNDERGROUND EXISTING / FINISHED GRADE ELEVATION
ELECTRICAL CONDUIT. @ SAWCUT LINE
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AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NaFTNISDOOIYENrSHALLNVMIDAIETIE
PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDOCI11E11TDOESNorDEROGATEFROMRESERVED
OINERSIIP RN;Ii1S N R THIS DDCUIENT IS FOR USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY afLYFORIHEPRo�ECTIDENiFIDN1HE11TLEBLODC
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADonIDNTOTNArPRaECTaRFaRANroTNERPRo�Ecr.
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_ 5 RAMP REVISION
4 STORM DRAINAGE REVISIONS
W = 3 CITY COMMENTS
,ter 2 ADDENDUM NO. 3
�EGI,$0 F� �y�� TA C O M A SEATTLE • SPOKANE •TRI-CITIES 1 ADDENDUM NO. 1
�SSIONAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION
/23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB
WJF
2/22/1 8
WJF
SURVEYED:
SCALE:
D. FOLLANSBEE
AS SHOWN
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
WJF
4/21/17
WJF
WJF
3/17/17
WJF
DRAWN:
F. KATONA
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
WJF
3/1/1 7
1 WJF
CHECKED:
W. FIERST
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
S. COMFORT
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28+00
CONSTRUCTION RECORD DRAWINGS
VERTIAL:NOR ZONTAL: HAD Di 983/11991
CITY OF
R E N TO N
DATU M
Planning/Building/Public Works Dept.
Z
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
KEYNOTES
O CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT
LOCATION.
O TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
O REPLACE TRAFFIC LOOPS IN ACCORDANCE WITH CITY
STANDARDS. COORDINATE LOOP REPLACEMENT
WITH TRANSPORTATION MAINTENANCE DIVISION.
O PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL
DETERMINE IF THE WATER LINE IS ABANDONED. IF
THE LINE IS ACTIVE A TYPE 1 CB SHALL BE USED. IF
ABANDONED THE LINE SHALL BE CUT AND CAPPED TO
ALLOW TYPE 2 CB INSTALLATION.
O TWO SIDE BY SIDE 8" DUCTILE IRON PIPES AT THE
SAME ELEVATION.
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
PARK AVENUE NORTH FRONTAGE
IMPROVEMENTS
05/04/2017
FIELDBOOK:
PAGE:
DRAWING NO:
C6.3
SHEET: OF:
OF:43
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R -393021