HomeMy WebLinkAboutS-274001F-
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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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
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n
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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
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oeela® -
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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 )
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