HomeMy WebLinkAbout180301_Sartori ES_4th and Park Overflow Revisions Dual 8-Inch Pipe.pdfFIRE LANE NO PARKINGF I RE LANE NO PARKING
DSDSDST29+7430+0031+0024+00 25+00 26+00 27+00 28+00
36
SDCB 37
SDCB 24
20 LF 12" DIP @ 0.50%
12' CONCRETE SIDEWALK
PER COR STD. PLAN 102
CONCRETE CURB AND GUTTER
PER COR STD. PLANS 101 AND 103
4'x4' CONCRETE
ENCASING FOR FUTURE
UNDERGROUND
ELECTRICAL CONDUIT.
SDCB 57
SDCB 54
23 LF 12
"
D
I
P
@ 1.33
%
SEE SHEET C4.1 FOR
NEW WATER MAIN,
FIRE HYDRANT, AND
SERVICES, TYP.
STA:24+89.84, 21.0' RT
ANGLE POINT
SDCB 1
IE: 30.75
SDCB 77
IE: 30.60
37
34 LF 12" CPEP @ 0.50%
3
(2) 53 LF 8" DI @ 0.50%
SDCB 71
34 LF 12" DI @ 0.50%
5
4
SDCB 78
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
23+5036.1636.2124+0036.1336.0224+5035.9035.7825+0035.6535.5125+5035.3735.2326+0035.0826+50 27+00 27+50 28+0023+5036.1636.2124+0036.1336.0224+5035.9035.7825+0035.6535.5125+5035.3735.2326+0035.0826+50 27+00 27+50 28+00
0.23%0.48%
0.57%
GRADE BREAK STA = 23+80.57
ELEV = 36.227
GRADE BREAK STA = 24+97.39
ELEV = 35.670
GRADE BREAK STA = 26+14.45
ELEV = 35.00136.936.336.336.236.036.035.935.835.635.535.335.2EXISTING GRADE ELEVATION
@ CENTERLINE FINISHED GRADE ELEVATION
@ FLOWLINE
EXISTING / FINISHED GRADE ELEVATION
@ SAWCUT LINE
EXIST. STCB 2255
EXIST. 16" D.I. WATER MAIN
EXIST. GRADE @ SAWCUT LINE
EXIST. GRADE @ CENTERLINE
FINISHED GRADE @ FLOWLINE
NEW 6" WATER
NEW 6" WATER
NEW 1.5" WATER
NEW 4" WATER
NEW 8" WATER
NEW 6" WATER
VERTICAL SCALE: 1"=2'
4'x4' CONCRETE
ENCASING FOR FUTURE
UNDERGROUND
ELECTRICAL CONDUIT.
STA 24+14.69, 20.92' RT
IE: 31.89 12" (W)
RIM: 36.03
SDCB 57
CB TYPE 1
23 LF 12" DIP @ 1.33%
SDCB 37
STA 30+36.82, 10.45' RT
RIM: 35.73
IE: 30.33 12" (SE)
IE: 30.33 12" (S)
48" TYPE 2 CB
SOLID LID
TOP OF EX. 4" PWR=33.15
BOTTOM=32.82
TOP OF EX. 2" PWR (2)=33.10
BOTTOM=32.93
EX. 22" SANITARY SEWER
SDCB 71
STA 27+35.26, 15.18' LT
RIM: 35.33
IE: 30.98 12" (W)
IE: 30.98 12" (E)
IE: 33.33 12" (S)
48" TYPE 2 CB
OVER BUILD
CATCH BASIN
PROVIDE
ETHAFOAM
PAD
53 LF 8" DI @ 0.50%
STA: 27+35.42, 20.87 LT
IE: 30.93 12" CPEP (E)
IE: 30.90 12" CPEP (N)
RIM: 35.08
STCB 6238, EX. TYPE 1 CB
SDCB 54
CB TYPE 1
STA 26+20.31, 29.41' RT
RIM: 34.94
IE: 30.63 12" (N)
SDCB 24
CB TYPE 1
STA 26+38.78, 55.68' RT
RIM: 35.43
IE: 30.43 12" (SE)
IE: 30.43 12" (NW)
SDCB 1169
STA 26+48.07, 18.94' LT
RIM: 35.77
IE: 34.00 8" DI (N) (2 PIPES) (NEW)
IE: 27.97 8" CONC. (W)
IE: 27.97 8" CONC. (E)
IE: 29.07 12" CPEP (S)
EX. TYPE 2 CB
REMOVE EX. LADDER &
PROVIDE NEW LADDER AS
DIRECTED BY THE CITY
TOP OF EX.
PWR=32.02
BOTTOM=30.90
TOP OF EX.
PWR=33.66
SDCB 78
STA 27+01.49, 16.64' LT
RIM: 35.50
IE: 33.73 8" (S)
IE: 33.50 12" (N)
CB TYPE 1L
34 LF 12" DI @ 0.50%
53 LF 8" DI @ 0.50%
(2 PIPES)
CITY OF
RENTON
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
PARK AVENUE NORTH FRONTAGE
IMPROVEMENTS C6.3NGRAPHIC SCALE
0 20 40
1" = 20 FEET
10MATCH LINE STA 23+50 - SEE SHEET C6.2PARK AVENUE NORTH
NORTH 4TH STREET1
C7.9
KEYNOTES
CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT
LOCATION.
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
REPLACE TRAFFIC LOOPS IN ACCORDANCE WITH CITY
STANDARDS. COORDINATE LOOP REPLACEMENT
WITH TRANSPORTATION MAINTENANCE DIVISION.
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.
TWO SIDE BY SIDE 8" DUCTILE IRON PIPES AT THE
SAME ELEVATION.
1
2
3
4
5
1
1TED-40-3930R-393021
22
2
2 STA:26+14.36, 30.3' RT
POINT OF TANGENCY
5
5
5
02/23/2018
sdcb 78 shall have a
rectangular solid
metal cover per cor
std. plan 204.10.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
IFitz-James 03/01/2018