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T. CO BELL REST-4 UR.�'NT
WATER & SANITARY SEWER PLAN
SOUTH 3RD STREET
EXRE HYDRANT
/ � s
I 2
OVERHANG
�Irrn,ca�)
15' WIDE EMENT�
\ � \ \ a>v G•as �r
a 7-10N \ \ \ SPECIAL PROTECT
\ � CONTRACTOR SHALL PROTECT
\ \ EXISTING UGSrS, VALVES, AND
\ CONCRETE TANK SLAB
\ \ AGNNST DAMAGE DURING
\ \ \ \ CONSTRUCTION. o 0
\ \ _ 45' L TURN Y
10 RIM _X3000
8 IE 27.(X1 bt
9 � .
o
°_ _ I <E 2800 a 1L I G Ri
\ \ I EXTERNAL Q n
\ SEE SHEET 7 O
\ f ;
IE- 2 5 TACO BELL
\ RESTAURAP
\ \ x\ 4 2,121 S. F.
24' "''
\ \ CB
RIM = 30.05
\
E II - IE 8" W = 26.90
\
RIM = 29.85 85
5 LF, 8 DI, 2 %� CON FF =33.00
12" IE N = 25.65 SD -� ROOF DRAINS i;::;:'.k;
12" E S = 25.65
8' E = 26.00
REMOVE CB AND 4"
PVC TO NORTH
FOLLOWING TEMPORARY
EROSION CONTROL
AcnvinES \
TYPE 1 CB HYDRANT LOCATED T S.E. CORNER
RIM = (29.41) \ \ \ \OF S. 3 PL. 1Q ND AINER AVE. S. _
2 "' IE N = 25.96 \ THIS HYDRANT NEEDS 5"
A- B" IE E = 26.26 (THIS ADAPTER: SEE DETAIL ABOVE)
3 3191
12' I i
i�
U) t
S
J
WELLS FARGO
BANK SIGN
36LF 6'PVC 2X
CB TYPE I
RIM =29.82
6" IE W = 28.87
EXISTING SSMH
RIM = 30.01
IE6 "E =26.16
IE 6" S = 26.26
IE 6" W = 26.2E
CALL BEFORE YOU DIG
1 800- 424 -5555
® )BM CONSULTING ENGINEERS,1998.
THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS
PROPRIETARY TO DBM CONSULTING ENGINEERS AND HIS
BEEN FURNISHED IN CONFIDENCE AND ARE SUBJECT TO THE
TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM
AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE
OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT
AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM
IN WRITING.
FIRE HYDRANT SHALL BE COREY —TYPE EQUAL 10 IOWA F -5110
OR COMPRESSION TYPE SUCH AS CLOW MEDAWON: M k H 929
AND MUELLER SUPER CENTURION 200 WITH 6' MECHANICAL JOINT
18" TO 20" BEHIND BACK OF CURB
OR 12" BEHIND BACK OF SIDEWALK
INLET WITH LUGS.
5 -1/4' MAIN VALVE OPENING. TWO P2 /2' HOSE CONNECTIONS
NA GNAL STANDARD THREADS. 4' PUMPER CONNECTION CITY OF
SSMH
THAT IS ADJACENT TO CURB
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4' SEATTLE THREAD
X 5- STORTZ, ATTACHED MATH 1/8' STAINLESS STEEL CABLE
IE =25.66
TWO —PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION WITH
1 -1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
®
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL
PUMPER CONNECTION TO FACE ROADWAY
MAX 4,
MIN 21
AS REQUIRED (SEE DWG BR46 / PAGE 8090).
RAISED PAVEMENT MARKER TYPE 88 A8
ASSEMBLY.
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
STIMSONITE TWO —WAY BLUE.
42"
MIN CONCRETE BLOCKING
LEVEL ALL GROUND
MIN 3' RADIUS CONCRETE BLOCKING
BURY
5" STORTZ
(1j
116
y
1
— --
N
CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
6- GATE VALVE (FL X MJ) AWWA C -509, RESIDENT SEAT
1
6' DUCTILE IRON PIPE, CUSS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4'
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
16" z 8" x 4" MININUM
CONCRETE BLOCK
UNDER HYDRANT
-113 CU. YD. WASHED DRAIN ROCK (3' TO 3/8 ")
ru LEVEL ALL GROUND FIRE HYURANT
ASSEMBLY
MIN 3' RADIUS
FIRE HYDRANT ASSEMBLY DETAIL
ONE MAN ROCK
p ADOPTED
CITY OF RENTON
F11.L
12 96 Add
5 18 95 Revised
vaI- nut eAt Ion. Reformat to 11'.17'
Pam ar Port
DCV DT
DCV DT
STANDARD PLANS
S TST DATE: 12/96
HYDRANT LOCATION IN CUT OR FILL
12 15 9 Correctd
GATE
tazt &Changed paint
RON
EVISI
color
RTM Dr
BY PR
DWG. NAME: BR24 SP PAGE: 8102
-_.
TRASH ENCLOSURE ON CONC.
SLAB -WOVEN WIRE FENCE
WITH SLATS AND (5) BOLLARDS
CONTRACTOR SHALL PROTECT AND MAINTAIN
ACCESS TO EXISTING FH DURING CONSTRUCTION.
NEW 10' WIDE WATER EASEMENT
1.5" WATER SERVICE AND METER
TO BE INSTALLED BY CITY WATER
DEPARTMENT CREW
347sqol soa,.00lv
CHECKED FOR COAIPLJA VCE I
TO CITY ST,INDARDS
d°� ���^ -✓l`— Date 1 -18-99
Date
Dote
*'J10
M1 COWAYULTINO EVlETRAY
CIVIL ENGINEERING, DESIGN, LAND PLANNING, 217"
SURVEYING, ENVIRONMENTAL SERVICES NS*�` °r``
TONAL 8�
502 16TH STREET N.E. SUITE .312 AUBURN, WA, 98002 OFFICE (253) 887 -0924 FAX (253) 887 -0925
\-----EXISTING
SSMH
R)M =29.97
IE =25.66
IF 6" PVC N =25.66
347sqol soa,.00lv
CHECKED FOR COAIPLJA VCE I
TO CITY ST,INDARDS
d°� ���^ -✓l`— Date 1 -18-99
Date
Dote
*'J10
M1 COWAYULTINO EVlETRAY
CIVIL ENGINEERING, DESIGN, LAND PLANNING, 217"
SURVEYING, ENVIRONMENTAL SERVICES NS*�` °r``
TONAL 8�
502 16TH STREET N.E. SUITE .312 AUBURN, WA, 98002 OFFICE (253) 887 -0924 FAX (253) 887 -0925