HomeMy WebLinkAboutR-371514Ch
d
d
` N
E
i
SCALE:
Z
1' =10'
Z
w W
1/24/141
O
°` F. KATONA
0- W
F EXISTING
AS S CE WITH PUGET
OUND
O
L BE
COMPI�T(EO BY PSE AT T
EXPENSE OF
CL
CTOR SHALL
S
OSTS
39 +75
`-- CONNECT TO BUILDING
FIRE PROTECTION SYSTEM
J
62LF 8 " DIP-
2
U
cc
Z
CW
G
W
J
W
Z
W
J
0
O
Z
cc
U)
Q
W
U
Q
Z
O
Z
W
cc
c
i
I JI i STA: 40 +55.77, 0.00' r --r
Ili (1)8- TEE (MJ) i
(1) PLUG
(;ONC THRUST BLOCKS
1112" MIN. VERTICAL
CLEARANCE.
p G III
1 i LL
STA: 40 +54.90, 45.84' RT
(1) 8' 90° BEND (MJ)
(1) CONC THRUST BLOCK
STA 41 +72.04, 0.00' RT
(1)8.90 °BEND (MJ)
CONC. THRUST BLOCK
--F -
12" MIN. VERTICAL
41 +00
116LF 8 DIP!
- G _
219 LF GAS
PORTABLE
CLASSROOM
FFE = = 458.5±
®�iiB
I iL1L'i�
SCALE:
HORIZONTAL=
1' =10'
A
1/24/141
WJF
°` F. KATONA
O DIN NE RELOCATION
F EXISTING
AS S CE WITH PUGET
OUND
ENERGY (PS
L BE
COMPI�T(EO BY PSE AT T
EXPENSE OF
O THE CON', RACTOR. C T
CTOR SHALL
BE RESPONSIBLE F ALL
OSTS
OCATE G
S SERVICE.
TRENCHING, BE DING AND
KFILL FOR
THE GAS LLW SWAL
SWE
(c
PORTABLE
CLASSROOM
FIFE _ = 458.0±
III\
\1 �
ui
III \ -- - �D -- -D --
- -t - W - - - - -W
--
STA 41 +82.04, 0.00' RT
(1) 8" 90° BEND (MJ)
CONIC. THRUST BLOCK
�- STA 41 +82.04, 5.00' RT
(1) 8" GATE VALVE (MJ)
CONIC. THRUST BLOCK
000000
000000
- G G 22 LF 8 "DIP
to C\0
ato
8" DOUBLE CHECK DETECTOR ASSEMBLY
STA 41 +72.04, 34.31' RT WITHOUT STANDPIPE INSTALLATION PER CITY
(1) 8.90° BEND (MJ) I OF RENTON STANDARD PLAN 360.4 e
CONC. THRUST BLOCK
STA 41 +82.04, 34.31' RT
(1) 8" 90° BEND (MJ)
CONIC. THRUST BLOCK
NOTE: DOUBLE CHECK DETECTOR
ASSEMBLY SHALL MEET ALL CITY OF
RENTON REQUIREMENTS, INCLUDING
BUT NOT LIMITED TO STANDARD
PLAN 360.4
DDCVA DETAIL
s -y
Know whaYs below.
Call before you dig.
STA 41 +77,04, 34.31' RT
(1) 8" GATE VALVE (MJ) WITH INDICATOR POST,
PER CITY OF RENTON STANDARD PLAN 360.4
10 LF 8" DIP
NO.
SEE DDCV
DETAIL BE
STA: 42 +0
{1)8 "GATEV
ADDENDUM NO. 4
C71�919
0.00'RT
(MJxMJ)
460
455
450
445
440
435
430
425
REVISION
LO
LO
42 +00
I
m IRRIGATION rSYSTEM CgI�NECTI�
a �I SEE!S EET$ L2.1 -, L2.5 FQ,R DET LE
1 111
1 1111
15.00'''tiAE M�NT
IN O'N�wipmalo
79L �1Q;' Psi , �®: = *l�I
iI N 4n7
® STA-4� +14,7 00� I /
®i (1) 10' 6 "A. (MJI
MT
(1)10 "x�" REh ER (FL>fMJ)
X (1)6 "GATEV LVE (FLx J)
- G M CONd JR L1S.T ALOCKS
STA: 42t'1II�.6 81 RT'
11111, ® I(1)FIR Hi D TASSEMBLY'.I
2 I
!I 1 I I 1 Il
I! T
_ I
I I I I I I � iil
I�
NOTES
1. WATER LINES ON HILLSIDE EXCEEDING 5H:1 V SHALL BE RESTRAINED JOINTS AND
PROVIDE THRUST BLOCKS AT ALL FITTINGS.
2. ALL CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY CITY
! ■T '` FORCES. CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO 300.5
I TRENCH PLUG 1 FOR 'BEFORE & AFTER" CONNECTION DETAILS.
�4 TOTAL) TYP. C6.9
1 I 1 h 3. "POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD
i
DETAIL 300.6.
J I
/! N1698?054 '- FIRE SPRINKLER NOTE
1
E11392839.1 ?;'�- - - - - P.-+ - - .-
3+2 w_s WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE
1 7 I SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND
APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION.
FIRE PROTECTION NOTES
yp r
Yi y I STA; 42 +gj g�,I0.00' THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND
(1) 10" TEE; (FLh CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE
(3) 10" GATE b(ALVE (FLxMJ) PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE
o 1 I P (1) CONIC THRUST BLOCK, PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE
PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION
AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE
HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTORS BID
1 IEE SEF1T C3. I II C ® SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S
DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE
PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY'NFPA 13', ITS
AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO
1 I h I ACQUISITION OF ALL PERMITS.
GENERAL NOTES:
I 'p 1. SEE SHEETS C6.3 -C6.4 FOR STANDARD WATER NOTES AND DETAILS.
2. FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION
FOR INSTALLATION OF NEW WATERMAIN.
I 3. ALL BENDS SHALL HAVE CONCRETE BLOCKING PER C6.4 AND C6.4
I! I 2 F 6: "DIP
I A 43.10 b,24 LT ( 4. INSTALL EROSION CONTROL BLANKET ON ALL DISTURBED TRENCH AREA STEEPER
"TEE (MJXFL): II I THAN 3HAV PER DETAIL e . HYDROSEED AFTER EROSION CONTROL
BLANKET PLACEMENT. C6.9
460
5. RESTRAINT JOINTS SHALL BE USED FOR ALL WATER PIPING INSTALLED AT SLOPES
STEEPER THAN 5H:1V.
6. TRENCHING, BEDDING, AND BACKFILL FOR THE GAS LINE SHALL BE INCLUDED IN
THE SITE CONTRACTOR'S BASE BID. THE GAS LINE SHALL BE INSTALLED BY PSE.
7. TRENCHING SHALL BE CONSTRUCTED PER DETAIL e
C6.1
iSTII�
SCALE:
HORIZONTAL=
1' =10'
A
1/24/141
WJF
°` F. KATONA
s -y
Know whaYs below.
Call before you dig.
STA 41 +77,04, 34.31' RT
(1) 8" GATE VALVE (MJ) WITH INDICATOR POST,
PER CITY OF RENTON STANDARD PLAN 360.4
10 LF 8" DIP
NO.
SEE DDCV
DETAIL BE
STA: 42 +0
{1)8 "GATEV
ADDENDUM NO. 4
C71�919
0.00'RT
(MJxMJ)
460
455
450
445
440
435
430
425
REVISION
LO
LO
42 +00
I
m IRRIGATION rSYSTEM CgI�NECTI�
a �I SEE!S EET$ L2.1 -, L2.5 FQ,R DET LE
1 111
1 1111
15.00'''tiAE M�NT
IN O'N�wipmalo
79L �1Q;' Psi , �®: = *l�I
iI N 4n7
® STA-4� +14,7 00� I /
®i (1) 10' 6 "A. (MJI
MT
(1)10 "x�" REh ER (FL>fMJ)
X (1)6 "GATEV LVE (FLx J)
- G M CONd JR L1S.T ALOCKS
STA: 42t'1II�.6 81 RT'
11111, ® I(1)FIR Hi D TASSEMBLY'.I
2 I
!I 1 I I 1 Il
I! T
_ I
I I I I I I � iil
I�
NOTES
1. WATER LINES ON HILLSIDE EXCEEDING 5H:1 V SHALL BE RESTRAINED JOINTS AND
PROVIDE THRUST BLOCKS AT ALL FITTINGS.
2. ALL CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY CITY
! ■T '` FORCES. CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO 300.5
I TRENCH PLUG 1 FOR 'BEFORE & AFTER" CONNECTION DETAILS.
�4 TOTAL) TYP. C6.9
1 I 1 h 3. "POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD
i
DETAIL 300.6.
J I
/! N1698?054 '- FIRE SPRINKLER NOTE
1
E11392839.1 ?;'�- - - - - P.-+ - - .-
3+2 w_s WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE
1 7 I SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND
APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION.
FIRE PROTECTION NOTES
yp r
Yi y I STA; 42 +gj g�,I0.00' THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND
(1) 10" TEE; (FLh CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE
(3) 10" GATE b(ALVE (FLxMJ) PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE
o 1 I P (1) CONIC THRUST BLOCK, PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE
PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION
AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE
HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTORS BID
1 IEE SEF1T C3. I II C ® SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S
DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE
PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY'NFPA 13', ITS
AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO
1 I h I ACQUISITION OF ALL PERMITS.
GENERAL NOTES:
I 'p 1. SEE SHEETS C6.3 -C6.4 FOR STANDARD WATER NOTES AND DETAILS.
2. FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION
FOR INSTALLATION OF NEW WATERMAIN.
I 3. ALL BENDS SHALL HAVE CONCRETE BLOCKING PER C6.4 AND C6.4
I! I 2 F 6: "DIP
I A 43.10 b,24 LT ( 4. INSTALL EROSION CONTROL BLANKET ON ALL DISTURBED TRENCH AREA STEEPER
"TEE (MJXFL): II I THAN 3HAV PER DETAIL e . HYDROSEED AFTER EROSION CONTROL
BLANKET PLACEMENT. C6.9
460
5. RESTRAINT JOINTS SHALL BE USED FOR ALL WATER PIPING INSTALLED AT SLOPES
STEEPER THAN 5H:1V.
6. TRENCHING, BEDDING, AND BACKFILL FOR THE GAS LINE SHALL BE INCLUDED IN
THE SITE CONTRACTOR'S BASE BID. THE GAS LINE SHALL BE INSTALLED BY PSE.
7. TRENCHING SHALL BE CONSTRUCTED PER DETAIL e
C6.1
iSTII�
G GRABE--
WJF
I A BRAUN
ACE
1/24/141
WJF
°` F. KATONA
ACE
1 17 14
FINS
-1 GRADE
BY
DATE
APPR
T
LINE
0r
W
m
oz
dM
�z
9
6tF10`D
_
\
(1)10-11.25 BE
b (FL)
I
O \
P \
MAIN TAIN3i-00
--
N$tOFj•
3 _-
C6.4
i
\
n EXISTING-
111
ATCENTERLi
E- --
°-BEND (FLj
NEW 10"
-
T
(i) 10' VF2
I
5 LF 10" DI
A7
1
10" 22.5° BEND IF
N
pj d-
M 40
V O
N
of
r
0)
N
0)
455
450
445
�►n
435
APPROXIMATE DEPTH OF EXISTING GAS
AND STORM DRAINAGE LINE (SIZE
UNKNOWN). CONTRACTOR SHALL
POTHOLE GAS AND STORM DRAINAGE
LINE PRIOR TO CONSTRUCTION.
430 PROVIDE ADDITIONAL BENDS AS
NECESSARY TO AVOID GAS AND STORM
DRAINAGE LINE IF CONFLICTS OCCUR.
425
42 +50 43 +00 43 +25
PROFILE
SCALE: HORIZONTAL= 1 " =20'
VERTICAL= 1
ACE
1/28/141
WJF
I A BRAUN
ACE
1/24/141
WJF
°` F. KATONA
ACE
1 17 14
WJF
oFUOID
W. FlEnT
BY
DATE
APPR
I Tmm1,5 COMFORT
PERMIT SET
R- 3115146
Fj
a
Checked for Compliance to City Standards
r-t600111/ GKFouR/ 4I LO) 14
TSFIY/1: Nan �
AS NOTED 1°®XOLN101°1' CITY OF
RENTON
tlE1O1 DATUM
a naL mu Planning /Building /Public Works Dept.
F M6 OME Tlpl
5011E I60wN1Y
0j7 -a4°
SSIONAL II�
�;
Nonce T A C O M A• SEATTLE - SPOKANE -TRI- CITIES
NiFM1YM 6 ➢6 WLB119WL ROIb.II K
RYLRVIL YK MD 9a1A91E P9GY 6
16 "' ..M10A11¢ am `W 2215 North 30th Sheet, Suite 300 Tacoma, WA 9840:
ym Im16xrt T6 Ma1w 10116
OLT 16 TE flG6f . MlETF Ot0[
xOSFrtm6F}061 gpxt FO�6 253.383.2422 TEL 253.383.2572 FAx 1WVwahbl.can wEe
Nrr. m nur Iro5c1 a. xrca56 Hoar.
RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201'
SITE IMPROVEMENTS
RENTON SCHOOL DISTRICT
WATER AND GAS PLAN AND PROFILE - WEST C3.1
14 35
z
O
Z
v
�.(
l J
o �
n
3 '<
a
ro y H
W
0r
W
m
oz
dM
�z
9