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1 A, 14135, 39 CFF-&lE SAN S�WER
;z-,,A. 0+00 SAN SEAER T�RCUGr 1 ',T 11
STA_ 0+00 = S-A 'z-35 19 CF;7- S1 S S
cz-BUIT cEPTIFiCATE
RIM, c. -35905 A,
I.E. HEREBY C'"ECKEU ffBr�;
5:V"HERW OF.-.-MD SURVEY
I�E. 8- w)=Oczr 4
NOTE:
f6FWC;RMF0 F1 ;-,r- UNDER w DFIEcTm
-0-1 4.65, 2.5'R T. TO -
C.R. No. 14 - TYPE I ALL STORM AND SANITARY SEWER MANHOLES, CATCH BASNS, AND INLETS
X_ q-TOW DW a- SEWER "An m
SHOULD BE EQUIPPED WITH PRECAST CONCRETE BOTTOM AND SIDEWAI LS
EPDXY
ST C�25 51, 5' R WITH RUBBER GASKETED JOINTS BETWEEN SECTIONS, WATER TIGHT-EP- M I.CrAT1,01
-/SOL'[) LCCKING Ll C, KvM. LOCAnDN 0 VERE LOCK"
RLV EL.=35873 GROUT PIPE ENTRANCES THROUGH WALLS, AND BITUMASTIC COATING 0� A'_L j . -1 PERT. LOCATM
se, 53
INTERICR FLOOR AND WALL SURFACES, MANHOLES, CATCH BASINS, AN2 mor,"
z 3 5-5,33 11 INLETS SHOULD HAVE NO LEAKAGE WHEN HYDROSTATICALLY TESTED AT
ATMOSPHERIC PRESSURE.
JOINTS SHOULD CONSIST OF "HEAT-SHRINK" WRAP, STANDARD CORREGATED pm
MIN FIN, FLOK Et-EV = 359.2 COUPLING, AND FULL PIPE BAND CLAMPS.
ALL SANITARY SEWER MANHOLES NOT IN PUBLIC RI HT-OF-WAY SmALL
6- P,C HAVE LOCKING LIDS.
PLUG MIN. FIN. FLOOR
F-WAY
I E =35E CA 9 ELEV. = 388.0
ISTP- O-S5. 2.5-iRT, - TEEI
C . JVo, 13 - TYPE I
1
�O A FL FS \ \ \ e ® \ c +26 17, 5' R- 10 WN. 71N_ FLOOR
./SO! - 1:1 _-,KNG LID ELE'V-' 3811-8
RIM EL = 3 &9,4$ zF �,z MIN. FIN. FLOOR
ELEV. 384.4 o 49
EQUATION STA-,-12.70, 2-50-LT,
ESWT.
3.37.43 j S. 6TH ST. [EXTEZE10 FIN�' FLOOR
�O - 15'S- MIN
ELEV. X7&0
EQUATION
3.24,84 q. S, 6TH ST. (EXTENDED3
0.00 5 IV STORM EWT,
Pc uG
/2 -,9
9- LUG
II E_= 517-
7-
C� ---
-0 8- PVC
c -O� C \\ v 10, (TYP)
6"PVC
PLUG
IF= 371 7
6PVC
PLUG
C- 4C, A 39'124
S- S -W.H. No. 2 48- SOUTH 7th CT.
STA 5-111, 03 5' R I
Ca
6"pvc
-LUG
MIN. F
393.7
At
(p
6 PVC
PLUG
1v as _3 IN F-F
ELEV. = 390_31
1 G -A-
PZL",/
/z,7 = 54r
MIN- FIN. FLOOR
S.S. H. JVo. 1- 48
RIM EL 389.5389.5.F 4
ELEV. 367.'0 i LE_ 8 f,)= ,Al STA. 7--�3&.12, 15'R,7 MIN. FIN. FLOOR
LE_ RIM Fl_ 373.49
F
(W)= 38, �78 OUT ELEV. 388-6
I 8
EQUATION
\ST& 4+16.30 S. 7,TH C EQUATION
STA 3+76.12 SAN" SEWER 3-60.66 li
LINE THROUGH LOV�ll il5' S.S. ESIlrT_ (EXIE?ZED)
4-1&-90 S. 7TH CT_
S SJUX. ,Vo- 4 - 48-
-11 Jt STA, 4+1431, 507 RT.
RIM EL=370.85- MIN. FIN. FLOOR
V I I_E_ 1 isw.NE)= jAi
El FV, 386-7
a -4
z3,- Z-5_
MIN. FIN. FLOOR
co FLEV_ = 383.1
0
5z;?. 3 ,X7.
;y Lu6 MIN- FIN. FLOOR
ELEV. 373.35
J.-
RECOMMENDED
C SCA�\_
GRAPHI
FOR APPROVAL
4 BY 20 W
-GG
IN
DATUM: U-S-C-&- G.S
I i.A_ -0 fL
BENCHMo. 260 ARK: CITY OF RENTON B.M. B-M. RECOMMENDED OR APPROVAL
SHALLOW M.H. CHISELED SQUARE AT BACK OF WALK INTERSECTION,
S_ S. M. It Alo. 3- 54- S N_W_ CORNER SOUTH ST, & HIGH AVE. S.
- EE DETAIL,
STA_ 2+93.-5Z, 5' RT_ SHEET 14 OF 18 ELEVATION = 357.87
RIM EL _37439
!E
7— J�HECKED FOR COMPLIAME I
rl
A z., rt, - 1, p
1,E. 8-(NE)=cu7'
N 01 TO OfflY S 1ANDARDS 'IT
OTE c� Ir �I_ C�� F, TR = 1-T
FOR TRUE Date
SEE SHEET,4 POINT OF DEPARTMENT OF PUBLIC WORKS
7 �-2-1
e_L.
---OF HONING
RIGN FOR STA
SAN PLAN
C SEW./S.D.
'
RIVER RIDG E
WHEEL CHAIR DATE
DESIGNED- MD /13/91 FILE NAME 89041
�55
915?Z DRAWN: DIG
PER REVIEW 9127791
AF ASP MUD CH PAGE
ET 8 OF' 18
REVISION BY APPR DAIE APPROVED SHE
,A/UfP -54-2039
I I I I I A I I I I A I I I A I A I A I A I I I A I I I I A I I 1 11 1 -A I