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STA 29 +64.55 53. LT—
REMOVE VALVE AND REPLACE
WITH 4" GATE VALVE
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RD RD RD RD RD -- �–
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--� — 198LF 6
sL F T- F
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REMOVE AND RF�PLACE 66 LF
EXISTING 4" CAST IRON
WATER SERVICED
WITH 4" DIP CL 52�.'
MIN. COVER = 30 I' CHES.
I l
456 p RD
59LF 6 "DIP \
e
{ ' f r
i
r
i
V ry 457 .
CONNECT CONNECT O
T EXISlS-4
?,
(1) 'P0 BEND(MJ)
-.� N..
29 +00 U)CONC HRUSTBLOCK _ — 30 +00 CAST IRON ,W/�TERISERVICE
28 +00 - — — — l-
it" W 979.1 i(R) _ _: _ — _— _— L _ —_ — — — - S'-
_ --H- -- ' i —� S <
_ _ S —��- -� — —- — SS— 11— S REMOVE AND REPLACE 40 LF v
5 -- `- ` — ` —.S -— 7 — S EXISTING 4" CAST IRON.
STA: 27 +54.39, 42.65'LT T S 27TH TH ST WATER SE VICE : '
(1) FIRE DEPARTMENT CONNECTION 4 ( ,r�� , W-- — -WITH 4" DIP'CIrS ,Y ,,- — -�
(1)SWM�,TYP_GN CKVALVE -C6.4- Y'i _ — -.1V - Wf _ .— 'rJ.) _ __ p._ _. :MIN.- CY4VER 307NEH . — }' — �"° ', 7
— —
_ _ _
D- _ -F – C B P x —LLI nU OP T =.., -�-_ _ p
460 NOTES
1. WATER LINES ON HILLSIDE EXCEEDING 5H:1 V SHALL BE RESTRAINED JOINTS AND
PROVIDE THRUST BLOCKS AT ALL FITTINGS.
2. ALL CUT -IN CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY
CITY FORCES. CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO
455 300.5 FOR "BEFORE & AFTER" CONNECTION DETAILS.
3. "POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD
DETAIL 300.6.
450 FIRE SPRINKLER NOTE
WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE
SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND
APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION.
445
GENERAL NOTES:
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
440 FOR INSTALLATION OF NEW WATERMAIN.
3. ALL BENDS SHALL HAVE CONCRETE BLOCKING PER @AND @
4. INSTALL EROSION CONTROL BLANKET ON ALL DISTURBED TRENCH AREA STEEPER
435 THAN 3H:1 V PER DETAIL HYDROSEED AFTER EROSION CONTROL BLANKET
e .
PLACEMENT. C6.9
5. RESTRAINT JOINTS SHALL BE USED FOR ALL WATER PIPING INSTALLED AT SLOPES
STEEPER THAN 5H:1 V.
430 6. TRENCHING SHALL BE CONSTRUCTED PER DETAIL e
C6.1
MAIN
425
50 +00 50 +50 51 +00 51 +50
PROFILE
Know what's belOW.
Call before you dig.
SCALE: HORIZONTAL= 1 " =20'
VERTICAL= 1 " =5'
N0,
REVISION
FIRE PROTECTION NOTES
THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND
CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE
PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE
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. CONTRACTOR'S BID
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
ACQUISITION OF ALL PERMITS.
ACB
1/28/141
WJF
A BRAUN
ACB
1/24/141
WJF
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FINISH GRADE
ACB
1/17/141
WJF
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BY
DATE
APPR
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STORM DRAINAC
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CONSTRUCTION.
PROVID
ADDITIONAL BENDS
AS NECESSARY
TO AVOID GAS
– – – –
(1
10" 11.25° BEND
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STING GRADE
FINISH GRADE
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STA 29 +64.55 53. LT—
REMOVE VALVE AND REPLACE
WITH 4" GATE VALVE
i
L –RD
RD RD RD RD RD -- �–
I
C
--� — 198LF 6
sL F T- F
a_t
REMOVE AND RF�PLACE 66 LF
EXISTING 4" CAST IRON
WATER SERVICED
WITH 4" DIP CL 52�.'
MIN. COVER = 30 I' CHES.
I l
456 p RD
59LF 6 "DIP \
e
{ ' f r
i
r
i
V ry 457 .
CONNECT CONNECT O
T EXISlS-4
?,
(1) 'P0 BEND(MJ)
-.� N..
29 +00 U)CONC HRUSTBLOCK _ — 30 +00 CAST IRON ,W/�TERISERVICE
28 +00 - — — — l-
it" W 979.1 i(R) _ _: _ — _— _— L _ —_ — — — - S'-
_ --H- -- ' i —� S <
_ _ S —��- -� — —- — SS— 11— S REMOVE AND REPLACE 40 LF v
5 -- `- ` — ` —.S -— 7 — S EXISTING 4" CAST IRON.
STA: 27 +54.39, 42.65'LT T S 27TH TH ST WATER SE VICE : '
(1) FIRE DEPARTMENT CONNECTION 4 ( ,r�� , W-- — -WITH 4" DIP'CIrS ,Y ,,- — -�
(1)SWM�,TYP_GN CKVALVE -C6.4- Y'i _ — -.1V - Wf _ .— 'rJ.) _ __ p._ _. :MIN.- CY4VER 307NEH . — }' — �"° ', 7
— —
_ _ _
D- _ -F – C B P x —LLI nU OP T =.., -�-_ _ p
460 NOTES
1. WATER LINES ON HILLSIDE EXCEEDING 5H:1 V SHALL BE RESTRAINED JOINTS AND
PROVIDE THRUST BLOCKS AT ALL FITTINGS.
2. ALL CUT -IN CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY
CITY FORCES. CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO
455 300.5 FOR "BEFORE & AFTER" CONNECTION DETAILS.
3. "POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD
DETAIL 300.6.
450 FIRE SPRINKLER NOTE
WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE
SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND
APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION.
445
GENERAL NOTES:
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
440 FOR INSTALLATION OF NEW WATERMAIN.
3. ALL BENDS SHALL HAVE CONCRETE BLOCKING PER @AND @
4. INSTALL EROSION CONTROL BLANKET ON ALL DISTURBED TRENCH AREA STEEPER
435 THAN 3H:1 V PER DETAIL HYDROSEED AFTER EROSION CONTROL BLANKET
e .
PLACEMENT. C6.9
5. RESTRAINT JOINTS SHALL BE USED FOR ALL WATER PIPING INSTALLED AT SLOPES
STEEPER THAN 5H:1 V.
430 6. TRENCHING SHALL BE CONSTRUCTED PER DETAIL e
C6.1
MAIN
425
50 +00 50 +50 51 +00 51 +50
PROFILE
Know what's belOW.
Call before you dig.
SCALE: HORIZONTAL= 1 " =20'
VERTICAL= 1 " =5'
N0,
REVISION
FIRE PROTECTION NOTES
THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND
CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE
PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE
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. CONTRACTOR'S BID
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
ACQUISITION OF ALL PERMITS.
ACB
1/28/141
WJF
A BRAUN
ACB
1/24/141
WJF
°PMNk
F. KATONA
ACB
1/17/141
WJF
amo-a
rn
B
W
$z
Oh
W. FlERST
BY
DATE
APPR
•mnx5
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COMFORT
1 Checked for Compliance to City Standards
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Planning /Building /Public Works Dept.
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NOTICE TACOMA • SEATTLE- SPOKANE • TRI- CITIES
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2215 North 30th Street, Suite 300 Tacoma, WA 9840:
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uo sxmma "n mx iartieoaa 253.383.2422 TEL 253.383.2572 FAX wwW.ahN.can WEB
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RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 unRCH 201'
SITE IMPROVEMENTS `°°®a"
RENTON SCHOOL DISTRICT
WATER PLAN & PROFILE - EAST & SOUTH C3.2
snr 15 X35
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