HomeMy WebLinkAboutzS-2740SetF-
V) i' -20'
1
(L 0 10 20 40
IL
UTILITY STORM AND I
UTILffY EASEMENT;
PER 'OAKSDALE
BUSINESS PARK
z
SSW !
V 0-
BY OTHERS
I I I STA 0 +00
CONNECT TO SSMH
INVERT EL =10.40
n°
0 0
Z `E
O 3v
E.4 a
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w O_ a
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ZF4
C
od
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3' a
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ai
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I I I I I I I
SDRI 35 MDE I
I I
I
N
CIVIL
3 +551
INSTALL
UTILITY PEAL
CALL BEFORE YOU DO
SSMH #2
TEE
(1) 10'x8' TEE (MJxFL)
(1)
< I
\
W/ BaC"FL' STA 1 +50
(1) 8' GV
.\
(TIDEFLDL) PER DETAILL S IE =13.45
STA 0 +36
(1) 10' PLUG (MJ)
=-�- -)
/
v
RIM=
IE= 11.12(6 12(6' IN) JJ
IE -11.22 (6" OUT)
(1) TEMP. B.O. ASSY.
I. � • � �
- - ---
50 LF -8' DI ---
igALE AVE. SrDE OF -- - - --
AY "�
W /POLYETHYENE
SECONDARY POWER SERVICE TO BUILDING METER
TELEPHONE SERVICE TO BUILDING(S) WhAP DI
SEE ELECT. SERVICE FOR DETAILS. (2) 4- PVC
CONDUIT WITH PULL WIRE. G.C. TO COORDINATE
SEE ELECT. SERVICE FOR DETAILS. (11) 4' PVC A. 3 +05 Ri 35'
CONDUIT WITH PULL WIRE. G.C. (ORDINATE
AND VERIFY REQUIREMENTS WITH PUGET SOUND
TO II FIRE HID. ART
AND VERIFY REQUIREMENTS WITH' U.S. WEST II
II
ENERGY. (TYPICAL OF 2 SERVICES)
II PER CRY
PRIMARY POWER SERVICE TO TR�FISFORMER il(1) 8'x8'x "
(
SEE ELECT. SERVICE FOR DETAIyy��SS (1)) 4" PVC ITEE(MJxFL)
CONDUIT WITH PULL WIRE. G.C. 'TQ COORDINATE 11 1) 6 GV MJxFL)
EXISTING SAN. SEWER - =
AND VERIFY REQUIREMENTS WffFll PUGET SOUND 1 8' MJ PLUG
MARKER
1. ABANDONED UTILITY LINES LOCATED ON -SITE SHALL BE REMOVED AND PLUGGED WITH
ENERGY. SEE DETAij SHT 7.
36 LF 6' PVC SIDE SEWER
SDR 35 0 2.0% MIN.
STA. 1 +50.28
CLEAN OUT
RIM =24.53
I
JOINT ACCESS EASEMENT II
Il
I
!_ - - -�
MATCH FINISH T
raenr I _ � -- 305.00' I
N RR'4 '4.3" W
STA. 2 +68.73
RIM =22.53 II
MATCH FINISH
MATCH OUT �I
n!
I I I I I I I
SDRI 35 MDE I
I I
I
N
SEWER
012% M -
EX VALVE
CALL BEFORE YOU DO
SSMH #2
I B. SEWER SERVICE SHALL INCLUDE DETECTION TAPE
< I
\
W/ BaC"FL' STA 1 +50
.33 LF 6C�l
-CLO
.\
(TIDEFLDL) PER DETAILL S IE =13.45
STA 0 +36
EX. DI WATER (W- 5008)
=-�- -)
/
v
RIM=
IE= 11.12(6 12(6' IN) JJ
IE -11.22 (6" OUT)
rl
� 4
� II
II
i
6' STUB
C WAS
EARS. 0
( !I
� II
� !I
N IL
A !I
E I!
ii
N II
FUTURE RETAIL
NOT A PART OF THIS PEFmT ' L
FF -23.30
) I;
9 I�
II
STA. 7 +37, LT 4A'
1 -1/2" WATER MITER
2" SERVICE TO Lj4DS
BACKFLOW DEVICE L - (B HIND
Q METER ON PR NA7 PROIILRTY) -
I I
I
Ex. roNCa sl8i
_________w_________ ___________
7 +00
I
l
II
II
4
II
q�
II
II
II
71
II
'I
�I
'I
I!
- -J
POTHOLE AND FIELD VERIFY DEPTH, LOCATION AND DIAMETER PRIOR
_- _--- _--- ________ --------------- _-------
EX IWATER VALVE IE:= z.6o(NE)
IN IBANHOLE \ IE= 2.60(SW)
/
^^ , a
- RXIM . =s2DM.9H
lua
TO CONSTRUCTION. SEE NOTE O
EX VALVE
CALL BEFORE YOU DO
1
IX
I B. SEWER SERVICE SHALL INCLUDE DETECTION TAPE
��
3 +553
.33 LF 6C�l
-CLO
.,,
f .s-
EX. DI WATER (W- 5008)
�
1-800-424-5M
rl
I. � • � �
- - ---
_ -10'
I OAK
igALE AVE. SrDE OF -- - - --
AY "�
EXISTING STORM DRAIN -
I --
oll
�LiTY NOTES
/
II
II
SS
®
(
EXISTING SAN. SEWER - =
HYDRANT
MARKER
1. ABANDONED UTILITY LINES LOCATED ON -SITE SHALL BE REMOVED AND PLUGGED WITH
�
it �'��
ADJUS
EX. Ul
PER CITY STD.
IP
CONCRETE OR WOOD (T20 COATED) AT PROPERTY LINES TO CITY REQUIREMENTS.
PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
THIS SMALL INCLUDE CALLING IJTXM LOCATE ! 1 -81X1- 424 -5555 AND THEN POTHOLING
EX. I)
M!NAIRE III
B903
2, UTILITY LINES MAY NOT BE COVERED UNTIL AFTER THEY HAVE BEEN TESTED AND
PROPOSED CONCRETE i ..
!//
EX. CB ' I
RI M =22.77
IIAPPROVED
IM c
BY OWNER AND GOVERNING AGENCY. UPON COMPLETION OF THE BACKFILL
OPERATIONS, THE UTILITY LINES SHALL BE RETESTED.
-EX. EL
MH
I
IE =16.37(12" CONC W) I
IE= tfi.17(1 ?' CMP E) I
IE= 4.95(12' CONC W)
IF.= 14.85(12" CMP E)
i
EXISTING FIRE HYDRANT
INSTALL ' STORZ' ADAPTOR
is- H
-SIGN J -80X)
s II
NN+II
i�
PROPOSED WATER W
x
I
EX SSMH
RIM =22.20
x
PROPOSED STORM DRAIN - SO
PROPOSED SAN. SEWER CLEANOUT Oco
3+
1
II
3. ALL UTILITY LINE EXCAVATION BEDDING AND BACKFlLL MATERIALS, AND COMPACTION
SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEER'S
IE =3.10(5)
REeOMMENDkT10NS AND THE GOVERNING AGENCY REQUIREMENTS. UTILITY LINES
IE =3.1 O(E)
PROPOSED GAS G
INCLUDE STORM DRAIN, WATER, SEWER, IRRIGATION, ELECTRICAL, TELEPHONE, GAS,
o
EXISTING CAS G
AND LANDSCAPE IRRIGATION LINES.
Z
•'P�
'^
5�
\
II
Ex GB
' 4. ALL ONSITE WATER SERVICE SHALL BE COPPER TUBING CONFORMING TO ASTM B -88
(TYPE 'K "), ANNEALED. THE TUBING SHALL BE COUPLED USING FLARE TYPE COMPRESSION
O
IE= 2.82(N)
t=2 87(
�'xj
3 A:1 THE EXISTING WATER MAIN SHOWN IS APPROXIMATE, BASED ON
FIELD SURVEYS AND 'AS- BUILT' RECORDS. THE GENERAL CONTRACTOR
II
RI _2127
IE= 14.87(12" CONC E)
IE= 14.97(12" CONIC W)
FITTINGS CONFORMING TO AWWA C800 (150 PSI WORKING PRESSURE).
; 5. SANITARY SEWER PIPE (GRAVITY) SHALL BE PVC (SDR JS) WITH FLEXIBLE GASKETED JOINTS
F
Q
I3 SHALL 'POTHOLE' THE EXISTING WATER MART PIPE TO VERIFY
PIPE JOINT TYPE SHALL BE RESTRAINED GASKET.
"
I
VIAL J -B0�
' S. MAXIMUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE -HALF OF
THE MANUFACTURER'S RECOMMENDED PERMISSIBLE DEFLECTION.
J
..
_- _--- _--- ________ --------------- _-------
EX IWATER VALVE IE:= z.6o(NE)
IN IBANHOLE \ IE= 2.60(SW)
/
^^ , a
- RXIM . =s2DM.9H
lua
�
-
-
■
1
IX
I B. SEWER SERVICE SHALL INCLUDE DETECTION TAPE
��
40 is
• CL 5D-
.33 LF 6C�l
-CLO
.,,
f .s-
� f W
�
&iI
rl
I. � • � �
� ®,RHO \�1►�� ®. .
�! DETAIL 4
%.
AY "�
EXISTING STORM DRAIN -
I --
oll
1
i EXISTING WATER ------- -- -•W -- ---- - - - - -'
/
SS
\�:
EXISTING SAN. SEWER - =
2 +�
�
it �'��
ADJUS
EX. Ul
HT J -BOXII
(
PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
THIS SMALL INCLUDE CALLING IJTXM LOCATE ! 1 -81X1- 424 -5555 AND THEN POTHOLING
EX. I)
M!NAIRE III
rte• _.. _
..
_- _--- _--- ________ --------------- _-------
EX IWATER VALVE IE:= z.6o(NE)
IN IBANHOLE \ IE= 2.60(SW)
/
^^ , a
- RXIM . =s2DM.9H
't0 LF 6 . rVC
�
-
-
-
IE= 10.91(36' CONC w) 10 +00 (E)
IE= 10.71(54" CONC E)
1
IX
I B. SEWER SERVICE SHALL INCLUDE DETECTION TAPE
��
40 is
• CL 5D-
.33 LF 6C�l
-CLO
29
,SDR JSA 2A7L
f .s-
RIM
IE=
-- IE_15.42(12_CONC
22 .42
15.52(12' CONIC W)
)
&iI
VERIFIED
I
o
�! DETAIL 4
%.
AY "�
EXISTING STORM DRAIN -
I --
oll
1
i EXISTING WATER ------- -- -•W -- ---- - - - - -'
/
SS
NR /WATER UNIT h
SEE ARCHITECTUAL
N 88'48'5 O " W 289.50' PLANS k6
_ EX FIRE HYDRA147
% POWER VAULT
8
Q
0°
VJ
co
JJ
' 11
IF
]S
O
_- _--- _--- ________ --------------- _-------
EX IWATER VALVE IE:= z.6o(NE)
IN IBANHOLE \ IE= 2.60(SW)
/
^^ , a
- RXIM . =s2DM.9H
yyy
7. MINIMUM SLOPE FOR 6 -INCH SIDE SEWER SHALL BE 2 PERCENT. MIN. PIPE COVER 24'.
EXISTING PIPE OR INCOMPATIBILITY OF Tiff DESIGN SNN.L BE I
BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESEMNE,
-
-
-
IE= 10.91(36' CONC w) 10 +00 (E)
IE= 10.71(54" CONC E)
1
IX
I B. SEWER SERVICE SHALL INCLUDE DETECTION TAPE
��
AND BARGHAUSEN CONSULTING ENGINEERS (425 - 251 - 6222).
P.O.C. TO RE
LEA
RIM
IE=
-- IE_15.42(12_CONC
22 .42
15.52(12' CONIC W)
)
&iI
VERIFIED
EXIST. OVERHEAD POWER P(OH)
0
%.
POWER VA LT
EXISTING STORM DRAIN -
I --
oll
1
i EXISTING WATER ------- -- -•W -- ---- - - - - -'
/
SS
EXISTING SAN. SEWER - =
2 +�
�
PRDPOSEO ASPIiAIT
PAVEMENT °'°- °
ADJUS
EX. Ul
HT J -BOXII
(
PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
THIS SMALL INCLUDE CALLING IJTXM LOCATE ! 1 -81X1- 424 -5555 AND THEN POTHOLING
EX. I)
M!NAIRE III
FINISH
GRADE
I
PROPOSED CONCRETE i ..
!//
EX. CB ' I
RI M =22.77
ALL OF THE EXISTING UTILITIES AT LOCATIONS LX NEW UTILITY IS TO PHYSICALLY
JTY CROSSR4
PLANS 11RE BAS OR NOT THE UNVERIFIED EXIST. LOCATIONS OF SAID UTILITIES ON THESE
ARE AND SLAJECT
Rff INVERTED PUBIC XMLL
®
-EX. EL
MH
I
IE =16.37(12" CONC W) I
IE= tfi.17(1 ?' CMP E) I
ARE B CT TO TON.
TO VARIATION.
IFCO SHOULD O
IF CONFLICTS SMgJLD OCCUR, THE COMIOICIOR lILYL CONSULT BARG144USEN
CONSULT
CONSULTINI ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
PROPOSED SANITARY SEWER
is- H
-SIGN J -80X)
s II
NN+II
i�
PROPOSED WATER W
x
I
EX SSMH
RIM =22.20
x
PROPOSED STORM DRAIN - SO
PROPOSED SAN. SEWER CLEANOUT Oco
1
II
IE= 3.00(N)
IE =3.10(5)
IE =3.1 O(E)
PROPOSED GAS G
EXISTING CAS G
/
EX. SSMH
RIM =22.87
'^
5�
II
IE= 2.82(N)
t=2 87(
�'xj
3 A:1 THE EXISTING WATER MAIN SHOWN IS APPROXIMATE, BASED ON
FIELD SURVEYS AND 'AS- BUILT' RECORDS. THE GENERAL CONTRACTOR
W
I3 SHALL 'POTHOLE' THE EXISTING WATER MART PIPE TO VERIFY
i
THE DIAMETER AND LOCATKRI (MCI.. ELEVATIONS) PRIOR M
CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION Of THE
8
Q
0°
VJ
co
JJ
' 11
IF
]S
O
py �A p�
_ SANCUT AND TRENCH PATCH S.W. 43rd STREET / - EX. SSMH
EX CB / I I \ E %. BAR R FREE RIM -23.67 I d S27 E�
PER CfTY STD. SEE DETAIL SHi 7 RIM =24.64 I I CCES RAMP Ex. SSMH IE= 5.67(36" CONC. W) 1 C- "fP a TEY• _
_____________ ___ _______________________ -_EX_ 12_ -DI CL_ 5 IE= 6" IRON) WELT €R VA J,i RIM =23.60 IE= 5.81(36• CONIC E) ei`r�y/IW �J
_____ olk
____ ____ ____ __ ___ ____ __ __
CONNECT TO EXISTING WATER MAIN (W -0328) EXISTING FIRE HYDRANT
---..-p. ER CITY -STD. (TYP. OF 2 BY CITY) INSTALL " STORZ' AD _
- B +oo RI=23 ,
M 1561
I - IE= .(12" CONIC S +
i
_- _--- _--- ________ --------------- _-------
EX IWATER VALVE IE:= z.6o(NE)
IN IBANHOLE \ IE= 2.60(SW)
/
^^ , a
- RXIM . =s2DM.9H
yyy
n
EXISTING PIPE OR INCOMPATIBILITY OF Tiff DESIGN SNN.L BE I
BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESEMNE,
-
-
-
IE= 10.91(36' CONC w) 10 +00 (E)
IE= 10.71(54" CONC E)
1
IX
+yu
-B
��
AND BARGHAUSEN CONSULTING ENGINEERS (425 - 251 - 6222).
_
--
RIM
IE=
-- IE_15.42(12_CONC
22 .42
15.52(12' CONIC W)
)
�-ff ?a
0
%.
POWER VA LT
/
THE CONTIIIACTOR Syyl BE ROP@31BLE FOR VERIFYMD THE LOCOOK, DIMENSION, AND DEPTH
OF ALL EXISTING UBMfDES WHETHER SHOWN ON THESE PLANS OR POTHOUNG THE
�yM
UTM1IRES AND SURVEYING THE HOPo?ONTY_ AND VERTCN_ LOA"_ PRIM TO ,",TX)N.
g
ADJUS
RI 0
ATC
THIS SMALL INCLUDE CALLING IJTXM LOCATE ! 1 -81X1- 424 -5555 AND THEN POTHOLING
FINISH
GRADE
DEW
!//
EX. CB ' I
RI M =22.77
ALL OF THE EXISTING UTILITIES AT LOCATIONS LX NEW UTILITY IS TO PHYSICALLY
JTY CROSSR4
PLANS 11RE BAS OR NOT THE UNVERIFIED EXIST. LOCATIONS OF SAID UTILITIES ON THESE
ARE AND SLAJECT
Rff INVERTED PUBIC XMLL
pp I I
2
n '
-EX. EL
MH
I
IE =16.37(12" CONC W) I
IE= tfi.17(1 ?' CMP E) I
ARE B CT TO TON.
TO VARIATION.
IFCO SHOULD O
IF CONFLICTS SMgJLD OCCUR, THE COMIOICIOR lILYL CONSULT BARG144USEN
CONSULT
CONSULTINI ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
is- H
-SIGN J -80X)
i�
EX 8
RIM =24.91
\ IE- 11.1.81 (48' CMP N)
x
1
=11.81(48' CMP E)
.2166' CONC S)
py �A p�
_ SANCUT AND TRENCH PATCH S.W. 43rd STREET / - EX. SSMH
EX CB / I I \ E %. BAR R FREE RIM -23.67 I d S27 E�
PER CfTY STD. SEE DETAIL SHi 7 RIM =24.64 I I CCES RAMP Ex. SSMH IE= 5.67(36" CONC. W) 1 C- "fP a TEY• _
_____________ ___ _______________________ -_EX_ 12_ -DI CL_ 5 IE= 6" IRON) WELT €R VA J,i RIM =23.60 IE= 5.81(36• CONIC E) ei`r�y/IW �J
_____ olk
____ ____ ____ __ ___ ____ __ __
CONNECT TO EXISTING WATER MAIN (W -0328) EXISTING FIRE HYDRANT
---..-p. ER CITY -STD. (TYP. OF 2 BY CITY) INSTALL " STORZ' AD _
- B +oo RI=23 ,
M 1561
I - IE= .(12" CONIC S +
i
_- _--- _--- ________ --------------- _-------
EX IWATER VALVE IE:= z.6o(NE)
IN IBANHOLE \ IE= 2.60(SW)
/
^^ , a
- RXIM . =s2DM.9H
f eX. 12" DJ. WATER (w -e32B)
0400 ( N
POTHOLE AND FIELD VERIFY DEPTH, LOCATION AND DIAMETER PRIOIL
TO CONSTRUCTION. SEE NOTE (Z)
II
�I
-
-
-
IE= 10.91(36' CONC w) 10 +00 (E)
IE= 10.71(54" CONC E)
08:08 Scale: 1 =20 bni Xref,: Z6777T,Z6777S,Z6777B,Z6777 -7
H�
n
n
µ --
Ao" L L 159
42,08 Ru
i
MISC. REVISIONS
IEVI9ON
ee
)F RENTON
' OR PUBLIC WCSFMIS
by
BY eahe UTILITY PLAN
7 -11 SW 43rd STREET AND OAKESDALE
L7� -
oeela® -
DAR
_ DIMWN -
FW 1 PG 7/20/98 CHECKED - ".CALL? 1' . 20' IUD PAOL_
m ARIL OAYE ArFNO� -A os7
CD; W - 1'*djb/ (- r--, 2k0a/ .Soa.4adr )
-1
N.
(q
Z
U4
U
I
I
N2" CLAS
°.�
CENTER
CL OR LAN[
CL
2" TO
CLASS
CLASS
ca
J
ru
n0
d o
o..
z
y'c
O O
Ey 3 <
E -' W
E~ W IL d
'E
a
o a�i
EU`.
I.
mmml
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
6.5' MIN.
;IN 1' IMIN MIN MINIMIN
CLA SS 'B' *ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL OR
AS REQUIRED BY ENGINEER
TYP. PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO ROADWAY C/L
NOT TO SCALE CITY OF RENTON STD. DET. HR - -23
1
6" "TIDEFLEX" VALVE
OR APPROVED EQUAL
(REDVALVE CO.)
NIPPLE AS
REQUIRED FIELD
VERIFY
6" OUT VIII 6" IN
I� /o
CHANNEL TO
MATCH VALVE OPEN
PROFILE VIEW
CONCRETE BLOCKING
CAST IRON EE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) EQUAL TO MUELLER CO. A- 2380 -16
DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
16" x 8" x 4" MININUM STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
CONCRETE BLOCK 7 CU. FT. MINIMUM WASHED GRAVEL PASSING
1 -1/2" AND RETAINED ON 1/4" MESH FOR DRAIN.
LEVEL ALL
G'OUNU MIN. RADIUS
ONE MAN i
ROCK O
1 6
i
FILL CUT
HYDRANT LOCATION IN CUT OR FILL
FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON STD. DET. BR24
SSMH #2 VALVE DETAIL
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
-OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M k H 929
1/2 "X4" EXPANSION
AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT
INLET WITH LUGS,
5 -1/4" MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECTIONS
NATIONAL STANDARD THREADS. 4' PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD
1/2 "X4" EXPANSION
X 5' STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE.
1 -1/4" PENTAGON OPERATING NUj. FIRE HYDRANT TO BE
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL.
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4 -1/2" TRENCH.
1/4 "R AT JOINTS
FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED.
18" TO 20'
MAX {
OR 12" BEHIND BACK OF SIDEWALK
MIN 2
THAT IS ADJACENT TO CURB
RAISED PAVEMENT MARKER TYPE 68 AS
j
STIMSONITE TWO -WAY BLUE.
\
FOUNDRYC CO. ASTANPARDA8 TOP SECTION WI�HOREGULAR
CONCRETE BLOCKING
CAST IRON EE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) EQUAL TO MUELLER CO. A- 2380 -16
DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
16" x 8" x 4" MININUM STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
CONCRETE BLOCK 7 CU. FT. MINIMUM WASHED GRAVEL PASSING
1 -1/2" AND RETAINED ON 1/4" MESH FOR DRAIN.
LEVEL ALL
G'OUNU MIN. RADIUS
ONE MAN i
ROCK O
1 6
i
FILL CUT
HYDRANT LOCATION IN CUT OR FILL
FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON STD. DET. BR24
SSMH #2 VALVE DETAIL
1/2 "X4" EXPANSION
EXISTING ASPHALT 1.0'' NEW CURB
MATERIAL
1/2 "X4" EXPANSION
NOT TO SCALE
PAVEMENT & GUTTER
1/4 "R AT JOINTS
MATERIAL
SAWCUT
1/4 "R AT JOINTS
FOR 3/4" TO 2" DCVA, USE FOGTITE CONCRETE METER
O
M. CONC. CURB
FLUSH WITH
BOX NO. 2T (17 "x28 ") WITH 3/8" STEEL COVER PLATE
METER BOX SHALL
,P.
AND 3U_i7ER
FINISH GRADE
BE DOUBLE STACKED.
FOR 2 -1/2" TO 3" DCVA, USE UTILITY VAULT CO. MODEL
(TYPICAL)
4" A.T.B.
6" CRUSHED ROCK NOTE:
25TA OR EQUAL.
SCORE LINES TO
RESIDENTAAL STREET MINIMUM MUST MATCH EXISTING THICKNESS
BE RADIAL
,1
.11 II11L T11�111
�11111�
AND CUTTER +
1111\ \�\111I�1111;I111111=
_
6" CRUSHED ROCK • OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT
UNION4L) �i 1.`
11I Il\�Il! _111 AFTER FIELD INSTALLATION, DCVA MUST BE
i1//2*x4"LE P NSION
E
LINES
CURB AND GUTTER REPACEMENT DET.
N�
f
._ 1��- TESTED SATISFAC`ORILY BY A DEPARTMENT
\��-
AT JOINTS
B e
"111..
c7
TOES EALTH CERTIFIED SACKFLOW ASSEMBLY
< <
o TEST REPORT MUST BE SUBMITTED TO CITY
"W" -WIDTH OF
SIDEWALK
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6" CLEARANCE.
OF RENTON WATER UTILITY ENGINEERING
A�'1 \� PRIOR TO ACTIVATION OF NEW LINE.
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AFTER TESTING & APPROVAL, PLUG ALL
TEST COCKS WITH BRASS PLUGS.
IPM ROTS
TO CITY METER
_
- _ -TO PRIVATE SYSTEM
JOINTS: DUMMY JONT SHALL
NOT BE LESS THAN 3116"
BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C /C. THEY SHALL
N THICKNESS AND SHALL BE EXTENDED 2' BELOW TH R
7�—_K7/8' MINUS GRAVEL
12' MINIMUM
BELOW GROUND INSTALLATION FOR
lillip NOT TO SCALE PER CITY OF RENTON STD. DET. BR54
• DOUBLE ....
E Cl1RE LANE.
1/2" THRU JOINTS SHALL BE PLACED AT All COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
EXTEND 1" BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
1 /2 "X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO PT.'S AT ALL CURB RETURNS. 1/2 "X4"
EXPANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK PANEL THE CONCRETE MIX FOR SIDEWALKS
SHALL CONFORM TO THE REQUIREMENTS OF CUSS 8 (3/4 ") WITH MR ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 21hi00LED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR)
1/2"X5" EXPANSION
1/2 "X5" EXPANSION MATERIAL
MATERIAL CURB RETURN ONLY
CURB RETURN ONLY
1 /4 " /FT. SLOPE 1/4 " /FT. SLOPE
1/2 "R /2 "R
4' i"
4" S7 M C
STANDARD CEM. CONC. PAVEMENT AS CUR80 ARf�D GU7TERONC. PAVEMENT AS
CURB AND GUTTER PER PLANS PER PLANS
SECTION B -B SECTION A -A
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPEMENT STANDARDS
TYPICAL SIDEWALK DETAIL
PER CITY OF RENTON STD. DET. Fl
Q.�] I ROLL 159
SIDEWALK
5 '`g• RNEWAY OR ALLEY
g? a RESIDENTIAL: 10' MIN. TO 20' MAX.
3/8'1 EXPANSION . COMMERCIAL: 15' MIN. TO 30' MAX.
JOINTS s INDUSTRIAL: 15' MIN. TO 50' MAX.
SEA NOTE 2
1 SE 1NOE"1 g�� SIDEWALK
ALTERNATE 1 A
�i 4•'
WHEN THERE IS A PLANTING STRIP 10 "'
EXPANSION JOINT
3/8" EXPANSION
SEE NO E 2
DRIVEWAY OR ALLEY
A
RESIDENTIAL 10' MIN. TO 20' MAX.
' 4 COMMERCIAL: 15' MIN. TO 30' MAX.
Y' INDUSTRIAL: 15' MIN. TO 50' MAX.
3/8" EXPANSION
JOINTS SEe NOTE S.
SEE NOTE 2 SIDEWALK
ALTERNATE 2 A��
WHEN SIDEWALK IS NEXT TO CURB 10" 4
EXPANSION
JOINTS SEE
NOTE I}2
1 • �\
CURB FACE BACK OF SCORE LINE
1' APPROACH
1
6 RESIDENTIAL DETAIL A
10" 8 10" COMMERCIAL OR
CURB AND GUTTER INDUSTRIAL APPROACH WITH
SHOWN HOWEVER, SEE DETAIL "A" MONOLITHIC CURB
OTHER BE USEDU(S E MAY SECTION A -A SEE NOTE 5
STANDARD PLANS)
mm,
MMAY "M SMALL BE RACED NOT TO MM 15' C NOR LESS THIN 10' C/C. THEY SHALL
NOT BE LESS THAN 3 16 N THICKNESS Mro SHALL 2 -1/4" DEEP.
2. 12" THRU JONES SHALL BE RACED AT BACK, SLOES MID FROM (BEHNO CURB) OF APPROACH,
J. C0.".CREIE SHALL BE CLASS 30M MR ENTRAINED
4. All JONES SKILL BE CLENNED AND EDGED.
5. APPROACH SHN1 NDT BE POURED INTEGRAL WITH CURB AND GUTIER, BUT WAY BE POURED
INTEGRAL WITH STANDARD CURB (SEE DETAA "A ").
S. SUBGRAOE COMPACTION SHU BE 95% MOOIFIEO PROCTOR.
CEMENT CONC. DRIVEWAY OR ALLEY APPROACH
NOT TO SCALE PER CITY OF RENTON STD. DET. FRO17
CAUTI QN VALVE BOX SHOULD NOT REST ON PIPE. (PROPERTY LINE)
LATER COMPACTION IN AREA OF VALVE BOX COULD T
CAUSE THE BREAKAGE OF THE SERVICE.
;';w•.�,:'%! LEAVE EXPOSED N14' ' MIN.
4 BY PASS NOT _ " MAX.
�OR j?IGATION
5 ETErcS 7
8 9
2 3 7 HALPRIVATE CONN CBTINHERE
1
CRUSHED ROCK BASE
TO SUPPORT VAULT.
MATERIAL LIST FOR 1 1/2' SERVICE WITH METER LOCATED IN RIGHT -OF -WAY BEHIND
SIDEWALK
1. 2" TAPPED TEE.
2. 6" LONG X 2' BRASS NIPPLE WITH THREADED ENDS (MIFT).
3. 2' DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING) WITH THREADED "ENDS,
SQUARE OPERATING NUT AND VALVE NUT EXTENSION IF REQUIRED (DWG.
BR46 /PAGE 8090).
4. TWO PIECE CAST IRON VALVE BOX. STANDARD 6" TOP SECTION WITH REGULAR
BASE SECTION, LENGTH TO FIT, -LUC- TYPE COVER.
5. 2' X 1 1/2" HEX BRASS BUSHING (MIPT X FIPT).
2 EACH 1 1/2' BRASS OR BRONZE NIPPLES 6' LENGTH, THREADED ENDS
2 EACH 1 1/2" - 909 BRASS OR BRONZE ELBOWS (FIPT X FIPT).
6. 1 1/2' (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL.
7. 1 1/2' SOFT COPPER TUBING TYPE h(," LENGTH TO M.
6. 1 1/2" PACK -JOINT 90o ELL, FOR FORD L44 -77 OR EQUAL
9. 1 1/2' CUSTOMSETER WITH BY -PASS FORD VFH 66 -128 X 13 3/16' OR EQUAL,
WITH FLANGED ANGLE VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK
VALVE OUTLET, BALL VALVE ON BYPASS WITH PADLOCK WINGS. CUSTOMSETER
SHALL HAVE VERTICAL INLET AND OUTLET.
10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY
CONTRACTOR.
11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON
PAYMENT OF ALL RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND
PURITY TESTS. ,
12. 17' X 28' CONCRETE METER BOX WITH 3/8" STEEL DIAMOND -PLATE COVER EQUAL
TO FOG TIE METER SEAL CO. NO. 2T. METER BOX SHALL BE DOUBLE STACKED.
13. THE PROPERTY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR
EXTENSION OF WATER SERVICE.
1 -1/2" WATER SERVICE DETAIL
Cm OF RENTON STD. DET. FR01N
FC
RY
PER
CPO, " - .22k "It ( S- 270, 662 S,An„ p',.. )
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—11 SW 43rd STREET AND OAKE
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EXISTING ASPHALT 1.0'' NEW CURB
PAVEMENT & GUTTER
SAWCUT
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ARTERIAL STREET MINIMUM
3" CLASS "B" A.C.
4" A.T.B.
6" CRUSHED ROCK NOTE:
RESIDENTAAL STREET MINIMUM MUST MATCH EXISTING THICKNESS
4" CLASS B" A.C. IF GREATER,
6" CRUSHED ROCK • OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT
CURB AND GUTTER REPACEMENT DET.
aW
NOT TO SCALE PER CITY OF RENTON STD. DET. FRO5
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E Cl1RE LANE.
1/2" THRU JOINTS SHALL BE PLACED AT All COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
EXTEND 1" BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
1 /2 "X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO PT.'S AT ALL CURB RETURNS. 1/2 "X4"
EXPANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK PANEL THE CONCRETE MIX FOR SIDEWALKS
SHALL CONFORM TO THE REQUIREMENTS OF CUSS 8 (3/4 ") WITH MR ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 21hi00LED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR)
1/2"X5" EXPANSION
1/2 "X5" EXPANSION MATERIAL
MATERIAL CURB RETURN ONLY
CURB RETURN ONLY
1 /4 " /FT. SLOPE 1/4 " /FT. SLOPE
1/2 "R /2 "R
4' i"
4" S7 M C
STANDARD CEM. CONC. PAVEMENT AS CUR80 ARf�D GU7TERONC. PAVEMENT AS
CURB AND GUTTER PER PLANS PER PLANS
SECTION B -B SECTION A -A
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPEMENT STANDARDS
TYPICAL SIDEWALK DETAIL
PER CITY OF RENTON STD. DET. Fl
Q.�] I ROLL 159
SIDEWALK
5 '`g• RNEWAY OR ALLEY
g? a RESIDENTIAL: 10' MIN. TO 20' MAX.
3/8'1 EXPANSION . COMMERCIAL: 15' MIN. TO 30' MAX.
JOINTS s INDUSTRIAL: 15' MIN. TO 50' MAX.
SEA NOTE 2
1 SE 1NOE"1 g�� SIDEWALK
ALTERNATE 1 A
�i 4•'
WHEN THERE IS A PLANTING STRIP 10 "'
EXPANSION JOINT
3/8" EXPANSION
SEE NO E 2
DRIVEWAY OR ALLEY
A
RESIDENTIAL 10' MIN. TO 20' MAX.
' 4 COMMERCIAL: 15' MIN. TO 30' MAX.
Y' INDUSTRIAL: 15' MIN. TO 50' MAX.
3/8" EXPANSION
JOINTS SEe NOTE S.
SEE NOTE 2 SIDEWALK
ALTERNATE 2 A��
WHEN SIDEWALK IS NEXT TO CURB 10" 4
EXPANSION
JOINTS SEE
NOTE I}2
1 • �\
CURB FACE BACK OF SCORE LINE
1' APPROACH
1
6 RESIDENTIAL DETAIL A
10" 8 10" COMMERCIAL OR
CURB AND GUTTER INDUSTRIAL APPROACH WITH
SHOWN HOWEVER, SEE DETAIL "A" MONOLITHIC CURB
OTHER BE USEDU(S E MAY SECTION A -A SEE NOTE 5
STANDARD PLANS)
mm,
MMAY "M SMALL BE RACED NOT TO MM 15' C NOR LESS THIN 10' C/C. THEY SHALL
NOT BE LESS THAN 3 16 N THICKNESS Mro SHALL 2 -1/4" DEEP.
2. 12" THRU JONES SHALL BE RACED AT BACK, SLOES MID FROM (BEHNO CURB) OF APPROACH,
J. C0.".CREIE SHALL BE CLASS 30M MR ENTRAINED
4. All JONES SKILL BE CLENNED AND EDGED.
5. APPROACH SHN1 NDT BE POURED INTEGRAL WITH CURB AND GUTIER, BUT WAY BE POURED
INTEGRAL WITH STANDARD CURB (SEE DETAA "A ").
S. SUBGRAOE COMPACTION SHU BE 95% MOOIFIEO PROCTOR.
CEMENT CONC. DRIVEWAY OR ALLEY APPROACH
NOT TO SCALE PER CITY OF RENTON STD. DET. FRO17
CAUTI QN VALVE BOX SHOULD NOT REST ON PIPE. (PROPERTY LINE)
LATER COMPACTION IN AREA OF VALVE BOX COULD T
CAUSE THE BREAKAGE OF THE SERVICE.
;';w•.�,:'%! LEAVE EXPOSED N14' ' MIN.
4 BY PASS NOT _ " MAX.
�OR j?IGATION
5 ETErcS 7
8 9
2 3 7 HALPRIVATE CONN CBTINHERE
1
CRUSHED ROCK BASE
TO SUPPORT VAULT.
MATERIAL LIST FOR 1 1/2' SERVICE WITH METER LOCATED IN RIGHT -OF -WAY BEHIND
SIDEWALK
1. 2" TAPPED TEE.
2. 6" LONG X 2' BRASS NIPPLE WITH THREADED ENDS (MIFT).
3. 2' DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING) WITH THREADED "ENDS,
SQUARE OPERATING NUT AND VALVE NUT EXTENSION IF REQUIRED (DWG.
BR46 /PAGE 8090).
4. TWO PIECE CAST IRON VALVE BOX. STANDARD 6" TOP SECTION WITH REGULAR
BASE SECTION, LENGTH TO FIT, -LUC- TYPE COVER.
5. 2' X 1 1/2" HEX BRASS BUSHING (MIPT X FIPT).
2 EACH 1 1/2' BRASS OR BRONZE NIPPLES 6' LENGTH, THREADED ENDS
2 EACH 1 1/2" - 909 BRASS OR BRONZE ELBOWS (FIPT X FIPT).
6. 1 1/2' (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL.
7. 1 1/2' SOFT COPPER TUBING TYPE h(," LENGTH TO M.
6. 1 1/2" PACK -JOINT 90o ELL, FOR FORD L44 -77 OR EQUAL
9. 1 1/2' CUSTOMSETER WITH BY -PASS FORD VFH 66 -128 X 13 3/16' OR EQUAL,
WITH FLANGED ANGLE VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK
VALVE OUTLET, BALL VALVE ON BYPASS WITH PADLOCK WINGS. CUSTOMSETER
SHALL HAVE VERTICAL INLET AND OUTLET.
10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY
CONTRACTOR.
11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON
PAYMENT OF ALL RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND
PURITY TESTS. ,
12. 17' X 28' CONCRETE METER BOX WITH 3/8" STEEL DIAMOND -PLATE COVER EQUAL
TO FOG TIE METER SEAL CO. NO. 2T. METER BOX SHALL BE DOUBLE STACKED.
13. THE PROPERTY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR
EXTENSION OF WATER SERVICE.
1 -1/2" WATER SERVICE DETAIL
Cm OF RENTON STD. DET. FR01N
FC
RY
PER
CPO, " - .22k "It ( S- 270, 662 S,An„ p',.. )
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CITY OF RENTON i
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DETAILS
—11 SW 43rd STREET AND OAKE
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{{ I UTILITY NOTES
SECONDARY POWER SERVICE TO BUILDING METER TELEPHONE SERVICE TO BUILDING(S) F �--C _ _ W �EXX WA (W{L�SOQB) W
SEE ELECT. SERVICE FOR DETAILS. (2) 4' PVC SEE ELECT. SERVICE FOR DETAINS. (1) 4' PJC € I TO E OFF
CONDUIT WITH PULL WIRE. C.C. TO COORDINATE CONDUIT WITH PULL WIRE.'G.C. TO COORDINATE 320. r DI I AYE 11. ABANDONED UTILITY LINES LOCATED ON -SITE SHALL BE REMOVED AND PLUGGED WITH
AND VERIFY REQUIREMENTS WITH PUGET SOUND AND VERIFY REQUIREMENTS WITFI US. WEST �R_ I CONCRETE OR WOOD (T20 COATED) AT PROPERTY LINES TO CITY REQUIREMENTS.
ENERGY. (TYPICAL OF 2 SERVICES) A
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STORE �T3T3i - y I T P.O.C. ED TO BE EXIST. OVERHEAD POWER P(OH)
FF -23.32
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II •` ,T°_ LL k� I iJ FIELD SURVEYS AND 'AS- BUILT' RECORDS. THE GENERAL CONTRACTOR
- •a - _I SHALL 'POTHOLE" THE EXISTING WATER MAIN PIPE TO VERIFY
- - II'� �� THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO
'( }� ' CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE
lJllll EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE
_ `� • -� u" - 1+ BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTNE,
71 c - _ - -- ExCB AND BARGHAUSEN CONSULTING ENGINEERS (425- 251 - 6222).
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54? 1 - cowC E) UTLfTY CONFLICT NOTE1
X 1+i•• k VAULT CALrnm
(l 1 _ THE CONTRACTOR SHALL . BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
t I, 7•, I OF ALL EXISTING UTIILMES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE
e ���JJJ I j ! ` f 1 j l UnU TIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
uul.; -9, R v TV III / ' i, THIS SFWl INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLWC
•a "g�z „ } _ DtN,SH ,DEN; �Fx C6 `i NI. OF 1HE EXISDNC MLITIES AT LOCATIONS OF NEW URLIIY' CROSSINGS TC PHYSICALLY
x �r' - •i "¢ - ' F. RJ.1 =_2 77 \ I VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
GRADE }. PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO YARWTIOi.
iE- 1637(12' CUtJ;_ w) Ii IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
EX. JEL MFi
I \� jE- /6.I7(t= CMP L) , ENGINEERS. INC. TO RESOLVE ALL PROBLEMS Pfl10R TO PROCEEDING WITH
SEE CHTTUNCT `\; '� Sc .•-PAx i •�\ CONSTRUCTIONENI
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CONDUIT WITH PULL WIRE G.C. i0 COORDINATE
I
CITY OF RENTON
e +00
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; 2. UTILITY LINES MAY NOT BE COVERED UNTIL AFTER THEY HAVE BEEN TESTED AND
APPROVED BY OWNER AND GOVERNING AGENCY. UPON COMPLETION OF THE BACKFILL
OPERATIONS, THE UTILITY
AND VERIFY REQUIREMENTS WTITa PUGET SOUND
_
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IE= 10.97(36° CONC W) 70 +00 (E)
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_
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ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS, AND COMPACTION
STA 2 +68.73
- _ -
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SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEER'S
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INCLUDE STORM DRAIN, WAT-Z, SEWER, IRRIGATION, ELECTRICAL, TELEPHONE, GAS,
AND LANDSCAPE IRRIGATION LINES.
ALL ONSITE WATER SERVICE SHALL BE COPPER TUBING CONFORMING TO ASTM B -88
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IE- 14.87(1 -- r0kC L)
(TYPE K'), ANNEALED. THE TUBING SHALL BE COUPLED USING FLARE TYPE COMPRESSION
FITTINGS CONFORMING TO AWWA C800 (150 PSI WORKING PRESSURE).
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SANITARY SEWER PIPE (GRAVITY) SHALL. BE PVC (SDR 35) WITH FLEXIBLE GASKETED JOINTS
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CITY STD• sst.
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PIPE JOINT TYPE SHALL BE RESTRAINED GASKET.
MAXIMUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE -HALF OF
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THE MANUFACTURER'S RECOMMENDED PERMISSIBLE DEFLECTION.
MINIMUM SLOPE FOR 6 -INCH SIDE SEWER SHALL BE 2 PERCENT. MIN. PIPE COVER 24 -.
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SEWER SERVICE SHALL INCLUDE DETECTION TAPE
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CONVENIENCE..
LEGEND
STORE �T3T3i - y I T P.O.C. ED TO BE EXIST. OVERHEAD POWER P(OH)
FF -23.32
REFER TO ARCHCTLW., EXISTING STORM DRAIN = _ _ _. -. _ _ - SD _
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- ( FOR ADDITIONAL INFOR"'I o I EXISTING WATER W
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I EXISTING SAN. SEWER
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_ - - - �I +" _ • r HUT- VALVE r I III ASPHALT PAVEMENT
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PROPOSED _ SAiNiTARY SEWER
PROPOSED WATER
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�.,. PROPOSED SAN. SEWER CLFANOUT •CO
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DETAIL 4 - - I Z J (I D THE EXISTING WATER MAIN SHOWN IS APPROXIMATE, BASED ON
II •` ,T°_ LL k� I iJ FIELD SURVEYS AND 'AS- BUILT' RECORDS. THE GENERAL CONTRACTOR
- •a - _I SHALL 'POTHOLE" THE EXISTING WATER MAIN PIPE TO VERIFY
- - II'� �� THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO
'( }� ' CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE
lJllll EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE
_ `� • -� u" - 1+ BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTNE,
71 c - _ - -- ExCB AND BARGHAUSEN CONSULTING ENGINEERS (425- 251 - 6222).
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54? 1 - cowC E) UTLfTY CONFLICT NOTE1
X 1+i•• k VAULT CALrnm
(l 1 _ THE CONTRACTOR SHALL . BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
t I, 7•, I OF ALL EXISTING UTIILMES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE
e ���JJJ I j ! ` f 1 j l UnU TIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
uul.; -9, R v TV III / ' i, THIS SFWl INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLWC
•a "g�z „ } _ DtN,SH ,DEN; �Fx C6 `i NI. OF 1HE EXISDNC MLITIES AT LOCATIONS OF NEW URLIIY' CROSSINGS TC PHYSICALLY
x �r' - •i "¢ - ' F. RJ.1 =_2 77 \ I VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
GRADE }. PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO YARWTIOi.
iE- 1637(12' CUtJ;_ w) Ii IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
EX. JEL MFi
I \� jE- /6.I7(t= CMP L) , ENGINEERS. INC. TO RESOLVE ALL PROBLEMS Pfl10R TO PROCEEDING WITH
SEE CHTTUNCT `\; '� Sc .•-PAx i •�\ CONSTRUCTIONENI
N 52.48'50" W 289.5'0' PLANS �`_, .., i -- EX SDMH
Ei- FIRE HYDRANT ' Ir I ar 1 I \\\f RIM 2:.91
X. POWER VAULT
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SAW CIlT AND TRENCH PATCH S.W. 43rd STREET E,.. r5 „ \� EX. BAP.. FREE t. R M S =,87 �> �
PER CITY STD. SEE DETAIL SHT 7 RIM =24.64 1,/ ,I '.•� -CEO RAMP �• -EX. ssMH ,E- 5.67x,36° CuNC. W) i ® i S fssYO AI
____ '1 EX. 12' CL 52 IE- 23A0(6" IRON) - , '• ____I IE_`•87(36_CGNC E)_
--- - - - --- - -_t1 YLAT�R YA - -- I RIR ^�cc NAL E
�CONNECT TO EXISTING WATER MAIN (W -0326) EXISTING FlRE HYDRANT ExllwnrER VALVE L.- 26O(P :E) i e:. 1 0.1 wArEt? (W -e32 EXPIRES 01-07 -as
PER CITY STD. (TYP. OF 2 BY CITY) INSTALL - STORZ- ADfTOA N HIANHOLE sW)
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2 AS -BUILT REVISIONS BW_ JG 4/29/99 DRAWN - DATE FILE No.
1 MISC. REVISIONS BW JG 7/20/98 CHECKED BCALE i" 20 FIELD B4
REVISION NO. RON BY APPR DATE APPROVED SFUETA
A
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- POTHOLE AND FIELD VERIFY DEPTH, LOCATION AND DIAMETER PRIOR_
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IE= 10.97(36° CONC W) 70 +00 (E)
FOR APPROVAL
BY
DEPARTMENT OF PUBLIC WORKS
TO CONSTRUCTION. SEE NOTE O
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BY
UTILITY PLAN
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7 -11 SW 43rd STREET AND OAKESDALE
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2 AS -BUILT REVISIONS BW_ JG 4/29/99 DRAWN - DATE FILE No.
1 MISC. REVISIONS BW JG 7/20/98 CHECKED BCALE i" 20 FIELD B4
REVISION NO. RON BY APPR DATE APPROVED SFUETA
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J(,�, ,Q,44y ) SCANNED OCT -81999
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