HomeMy WebLinkAboutR-377526STORM DRAINAGE MANHOLE
RIM 388.07
36" ADS E 379.46 IS
36" ADS 5 SIDE
IF
LADDER ON N E
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A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
STORM DRAINAGE MANHOLE
RIM 388.12 36'* ADS W
380.00 IE 36" ADS N
380.12 IE 12' ADS NE
38225 IE 18" ADS E
379.70 IF LADDER ON SE
- CATCH BASIN
STANDARD GRATE
RIM 386.95
12' ADS S 384.04 IE
76 LF, 12 "0 SD
® S =0.50%
�= r= D
CB 120, TYPE 1
N= 180986.54 -
E= 1311875.01 '
TG= 387.17
•/\ IE= 384.71, 12 "0 N
N N
�® e \-0
CB #9, TYPE 1
N= 180939.84 _
E= 1311873.43
TG= 387.81
IE= 384.48, 12 "0 '---------------
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IIIr
37 LF, 12 "4 SD
0 S=0.50%
CB #18, TYPE 1
1�N= 180870.00
E= 1311870.76
/ TG= 387.62
IIE= 384.13, 12 "¢
42 LF,
0 S =0
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12 "o SO 30% 20 ce #17
SEE SHEET RD -O6
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SE 128TH ST (KING COUNTY)
NE 4TH ST (RENTON)
(PRINCIPAL ARTERIAL)
CB #21, TYPE 1
N= 180983.97
E= 1311950.56
TG= 387.31
IE= 385.09, 12 00
PROPOSED
- BUILDING
40
). #1,
180904.58
1311965.37
1= 387.54
IN= 384.28, 6 "0 W
I
N: 180852.71
E: 1311902.02
1 -8 "x8" TEE (MJxFL)
1 -8" GATE VALVE (FLxMJ)
1 -8" PLUG (MJ)
W /2" BLOW OFF ASS'Y
1- CONCRETE BLOCKING
1" IRRIGATION METER -1 I(n
VCVNl
I0 * N
75 LF., 8 8 "0 D.I. W.M.
CL INT'X
SA-+
= STA !
OEI REM
ROAD A
1.21. ROAD B
COMMERCIAL SITE
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VSDC0 #2
N= 180934.93
E= 1311965.65
TG= 387.65
IE= 384.16. 6 "1
7.50'
#22, TYPE
160909.59
1311973.54
= 387.22
- 1 -F.H.
SEE SH
TR Ct
LF. 12 "0
7.50' \ �m
ROAD A
SEE SHEET RC
7T' w
CB #10
SEE SHEET F
6 -
SANITARY SEWER MANHOLE
RIM 389.12
15" PVC S 378.78 IE
15' PVC NE 378.64 IE
LADDER W
IF
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1111 III
1" WATER METER SERVICE.
ARMOUR CAST 12x24x18
WITH 2" A.R.M. HOLE
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CATCH BASIN
STANDARD GRATE
RIM 389.08
12" ADS E 384.01 IE
8" PVC W 384.04 IE
CATCH BASIN
SOLID LID
RIM 389.04
12` ADS W 383.82 IE
CATCH BASIN
SOLID LID
RIM 389.24
12" ADS W 382.33 IE
12" ADS E 382.52 IF
12" ADS S 382.61 IS
LADDER ON N SIDE
in
n
SCALE: 1" = 20'
20 10 0 20 40
CONTOUR INTERVAL =2'
NOTES:
1. SEE SHEET HOR -01 - HOR -03 FOR HORIZONTAL CURVE DATA.
2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE
APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE
CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE
ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON
CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON
COMPLETION OF THE PROJECT.
4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF
RENTON STANDARDS G012 & GO13. FINAL LOCATIONS TO BE
DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO
BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION OF
CONSTRUCTION.
5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL.
6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION.
VIDEO TO BE PROVIDED TO CITY INSPECTOR.
7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1
FOOT.
B. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION
PER THE FOLLOWING PROCEDURE:
A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV
INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION
SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND
CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL
BECOME CITY OWNED /MAINTAINED AND ALL PRIVATE 8 INCH
DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN
AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR
AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING
SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD
OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG
VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE
VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO
THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS
SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT
CONSTRUCTION PLANS.
B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION
SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER
SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY
DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE
COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING
OR AIR TESTING THAT MAY BE REQURIED BY THE CITY TO VERIFY
THE CORRECTION OF SAID DEFICIENCY.
C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS
INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE
BENEFIT OF THE DEVELOPER.
VIDEO TO BE PROVIDED TO CITY INSPECTOR.
ALLOWABLE PIPE MATERIALS
1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HDPE PIPE
OR HDPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
R- 311526
CHECKED ZMPUANCE TO CITY STANDARDS
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