HomeMy WebLinkAboutzS-2335SetSCALE: 1'-W
- EX. 10" D.I. W ----------- ----- - - - - -- E- 10_ D.I. W
_______________________ _________
SSMH
(UNDER SEPARATE CONTRACT) o; EX. 10' UTILITY EASEMENT
RIM =22.5 PER SHORT PLAT 022 -85
IE =11.00 IN) REC. NO. 8507169002
IE =10.90 (OUT) S 89'36'03° W 557.25' _ -4 ____ _ __ ____. ______ _____- ___ 1
8 PVC SS -- � 347.00' T __
10 EX. 2" BLOW -OFF VALVE I
' NOTE:
THE UTILITY IMPROVEMENTS WEST OF THE I- 1
PROPERTY LINE ARE BEING CONSTRUCTED IN NEV
CONJUNCTION WITH THE UTILITIES FOR THE 3 SSW
HILTON GARDEN INN BUT UNDER A SEPAR Q ATE _ W/77 VALVE
CITY OF RENTON UTILITY PERM17 NUMBER.. RIM =22.4
• o` THESE PLANS CAN -. BE REFERENCED BY THE,
` V �
o 5' IE= 12.15,8- .F 1 PITG1` NfYD�
CITY OF RENTON WD NO. 78248 OR CITY (
a,. OF RENTON PROJECT NO. LUA-97 099, SA, LLC
N.2
tz 5" PRIVATE SANITARY a
�Q
SEWER sERwcE LARKSPUR HOTEL S t
1--i. �? - ! c- ts•- 21 LF 6" PVC SS ®.2.0% FF-2 •5 .
�w AD jd Cam°
a IItn a s
11 LF 4° D.I. W �� 4�•"�. �'� �, IrTJ �.
30' WIDE UTILITY ", l Er' VRA db 111W, i 13-- . (MJ}
< m T� _ EASEMENT7e 7 �. r C{?FBLO�K1(1G
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ETER SERVICE AND `BY -PASS Ncrl' i5' WIDE^
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NEW 1 N E 347.00'
o m :o o Q _ I I WATERMAIN
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F FLOOR DRAINS WITHIN THE BUILDING
MUST BETIGHTLJNED TO THE SANITARY
x o rn m SEWER SYSTEM. REFER TO ARCHITECTURAL
PLANS.
m m m NOTE&
1. SEE HILTON GARDEN INN PROJECT FOR
CONNECTION TO MAIN.
2. SEE HILTON. GARDEN INN. FOR ADDIDONAL 1
ILFIRE HYDRANT LOCATIONS
NOTE:
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SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
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SCALE: 1'-W
- EX. 10" D.I. W ----------- ----- - - - - -- E- 10_ D.I. W
_______________________ _________
SSMH
(UNDER SEPARATE CONTRACT) o; EX. 10' UTILITY EASEMENT
RIM =22.5 PER SHORT PLAT 022 -85
IE =11.00 IN) REC. NO. 8507169002
IE =10.90 (OUT) S 89'36'03° W 557.25' _ -4 ____ _ __ ____. ______ _____- ___ 1
8 PVC SS -- � 347.00' T __
10 EX. 2" BLOW -OFF VALVE I
' NOTE:
THE UTILITY IMPROVEMENTS WEST OF THE I- 1
PROPERTY LINE ARE BEING CONSTRUCTED IN NEV
CONJUNCTION WITH THE UTILITIES FOR THE 3 SSW
HILTON GARDEN INN BUT UNDER A SEPAR Q ATE _ W/77 VALVE
CITY OF RENTON UTILITY PERM17 NUMBER.. RIM =22.4
• o` THESE PLANS CAN -. BE REFERENCED BY THE,
` V �
o 5' IE= 12.15,8- .F 1 PITG1` NfYD�
CITY OF RENTON WD NO. 78248 OR CITY (
a,. OF RENTON PROJECT NO. LUA-97 099, SA, LLC
N.2
tz 5" PRIVATE SANITARY a
�Q
SEWER sERwcE LARKSPUR HOTEL S t
1--i. �? - ! c- ts•- 21 LF 6" PVC SS ®.2.0% FF-2 •5 .
�w AD jd Cam°
a IItn a s
11 LF 4° D.I. W �� 4�•"�. �'� �, IrTJ �.
30' WIDE UTILITY ", l Er' VRA db 111W, i 13-- . (MJ}
< m T� _ EASEMENT7e 7 �. r C{?FBLO�K1(1G
UN 1.,, -7uTA r
2 INSTALL: T i s g.,L Iii 1. '� x t EE
e �I CF a 1 -4° 45' BEND (MJ) -
o GONG. BLOCKING
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Mfg mg, gg
-
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a o I NEW FIRE HYDRANT
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tNEW0" VALVE € h € fu t'• - r,,z. c gl- } x t } ty& ; r F ` o
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(UNDER SEPARATE
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0 2 - IE =12.00 OUT) t u ,Tt a _ R" �' _J t�.9.1 Tf TE P � } �� §
F
1 A.
an
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4" COMPOUND DOMESTIC.WA3`
ETER SERVICE AND `BY -PASS Ncrl' i5' WIDE^
II : PER CRY OF RENTON STD. DWG 810) WATERRMAN EASEMENT I I,
NEW 1 N E 347.00'
o m :o o Q _ I I WATERMAIN
m m
o n NOTE,
F FLOOR DRAINS WITHIN THE BUILDING
MUST BETIGHTLJNED TO THE SANITARY
x o rn m SEWER SYSTEM. REFER TO ARCHITECTURAL
PLANS.
m m m NOTE&
1. SEE HILTON GARDEN INN PROJECT FOR
CONNECTION TO MAIN.
2. SEE HILTON. GARDEN INN. FOR ADDIDONAL 1
ILFIRE HYDRANT LOCATIONS
NOTE:
w
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WTH A HIGH SOLIDS URETHANE COATING;
ICI
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WA.SSER MC- CONSEAL OR APPROVED EQUAL;
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COLOR OF COATING SHALL BE WHITE.
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PROPOSED TYPE I CATCH BASIN N
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FIRE HY�DRANT -1
EXISTING TYPE II CATCH BASIN T7
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N �dH'ILE FRAME AND -EVER
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6'
25-
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• CONE
'..
RUBBR GASKET�D JOINTS
IN ACCORDANCE W.TH ASTM C -443
r4' MIN,
TE"S - 3/4 DEIO TIED DGi,
STE °S SHALL BE INS EE;
s i7s• --I CON RETE RISER 8l PPE '.'.-
48. / OR APPROVED EGu AL.
'TIDE FLEX' CHECK VALVE
12 ITr ) CLAMP TO SEWER PIPE
L- MA>;, PIPE SIZE - 21 I.D.
-{— LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
- CONCRETE SHELF
PRECAST EASE SECTION
OR CAST IN SHELF.
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SANITARY MANHOLE TYPICAL DETAIL
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of
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SIZING OF THE FIRE SPRINKLER
D.D.C.V.A AND PIPING SHALL BE
DETERMINED BY THE
S DESIGN ENGINEER.
FIRE SPRINKLER
NO SCALE
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PROPOSED TYPE II CATCH BASIN 61T
PROPOSED TYPE I CATCH BASIN N
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EXISTING TYPE I CATCH BASIN
PROPOSED STORM DRAINAGE LINE
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EXISTING STORM DRAINAGE LINE
PROPOSED SANITARY SEWER MANHOLE A
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EXISTING SANITARY SEWER MANHOLE �„
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PROPOSED SANITARY SEWER LINE
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SANITARY SEWER LINE
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EXISTING WATERMAIN -----------------------
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PROPOSED WATERMAIN - - - - -- -- ---- - - - - --
cli cli
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O 3 PRIOR BE ANY WORK AND OPERATIONAL THE BUILDING T EXPIRES •� 1 0 �V
En MUST v_ H
FOUNDATION.'/ CITi' ENTOIV
FOR APPROVAL
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2 MODIFIED PER CITY REVIEW MFB BDS 9 9 97 - -- DATE 1/11j97 PILE NO.
ORAVIN 905 -
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1 BID SET MFB BDS 6/11/x7 m� U
NO. REVSION - BY APPR DATE APPROVED rr"j
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(0')
MODIFIED PER NEW ARCH. SITE PLAN
RIM-22.4 11Ec
to
I
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V)
INSTALL:
EXISTING WATERMAIN
I
1 x10 x6 TEE FLxMJxFL
SCALE: r-w'
CL
OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
PROPOSED WATERMAIN
CL
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30' WIDE UTILITY
0
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CONC. BLOCKING
1 -6 90 INSTALL:
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CONIC. BLOCKING 1 -6- 45' BEND
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=
NOTE:
THE UTILITY IMPROVEMENTS WEST OF THE
PROPERTY LINE ARE BEING CONSTRUCTED IN
a
r
a:wx Q
� Co
W
CONJUNCTION WITH THE UTILITIES FOR THE
HILTON GARDEN INN BUT UNDER A SEPARATE
CITY OF RENTON UTILITY PERMIT NUMBER.
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THESE PLANS CAN BE REFERENCED BY THE
cf) Q[ Z
CITY OF RENTON WD NO. 78248 OR CITY
OF RENTON PROJECT NO. LUA -97 -099, SA, LLC
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®
LL�CC Q Lu
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NOTE
THE 3/4 INCH BY -PASS METER ON THE
DDCVA SHALL BE A "SENSUS" METER WITH
REMOTE TOUCH READ PAD MOUNTED ON
OUTSIDE OF BUILDING WALL. (MODEL
I
76 LF 6" D.I. W
SENSUS ECR).
N
MODIFIED PER NEW ARCH. SITE PLAN
RIM-22.4 11Ec
CONIC. BLOCKING
I
IE =12.20
MFB
INSTALL:
EXISTING WATERMAIN
----- ------ --- -- - - - - --
1 x10 x6 TEE FLxMJxFL
ili
24 LF 6" PVC SS ® 5.0%
SSMH
(UNDER SEPARATE CONTRACT)`
OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
PROPOSED WATERMAIN
1 -6" GATE VALVE (FLxMJxMJ)
INSTALL:
30' WIDE UTILITY
!£=13.21 (10"W)
W/TIDEFLEX VALVE
a°
CONC. BLOCKING
1 -6 90 INSTALL:
Oil
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CONIC. BLOCKING 1 -6- 45' BEND
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CONC. BLOCKING
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13 LF 6" D.I. W 90 LF 6" D.I. W
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10" W
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13 6" D.I. W
PN 7 LF 6"
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D.I. W
10* I'VC ss
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INSTALL:
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NOTE
SANITARY SEWER MANHOLES SHALL HAVE ALL INTE
SURFACES, INCLUDING CHANNELING, COATED (SEAL(
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
MORTAR
FILLET
IZAN1001 51!M10k -1
13LF6 "D.I.W
-------------------------------------------
----------------------------------------- EX. 10' D.I.
INSTALL: INSTALL:
INSTALL: i 6 90 1 -6 4
1 -10 x1 x x CONIC. BLOCKING CONC. BLOCKING
1 -6" GATE VALVE (FUMJxMJ' 90 LF 6" D.I. W
CONC. BLOCKING
NEW W. NIL ,p V f-76 LF
7 LF 8 ",
5TIISEWER D.I. W
u + " PRIVATE SANITARY
SERVICE
1, 6° 45' BEND MJ)
MODIFIED PER NEW ARCH. SITE PLAN
RIM-22.4 11Ec
CONIC. BLOCKING
I
IE =12.20
MFB
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
EXISTING WATERMAIN
----- ------ --- -- - - - - --
LOCATIONS OF THE SANITARY SEWER MANHOLES AND
WATERMAN LOCATIONS SHOWN HEREON IS THE RESULT
ili
24 LF 6" PVC SS ® 5.0%
SSMH
(UNDER SEPARATE CONTRACT)`
OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
PROPOSED WATERMAIN
RIM =44:5- 21
IE= 13.55 (8 "'
IE =9313}13.31 (tOS)
�
30' WIDE UTILITY
!£=13.21 (10"W)
W/TIDEFLEX VALVE
-Al
EASEMENT
(PER THIS CONTRACT)
Oil
Ln
INSTALL:
1 -4" 45' BEND
CONC. BLOCKING
NEW 10"
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
'TIDE FLEX' CHECK VALVE
CLAMP TO SEWER PIPE
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
Lu-
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wwp- 27-2335
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File: P: \sdskproj \6101 \engineerinq \61011sw1.dwg Date /Time: 08/25/1998 08:45 Scale: 1 =30 DAVE Xrefs: Z6101— S,Z6101— T,Z6101 —B,
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NEW FIRE HYDRANT
SSMH
(UNDER SEPARATE
CONTRACT)
MIM -E2 - 21.61
IE=
IE=
IF-13.89 (BUJ
Ill 13.76 (103)
A =13.69 (107V)
NOTE:
FLOOR DRAINS WITHIN THE BUILDING
MUST BE TIGHTLINED TO THE SANITARY
SEWER SYSTEM. REFER TO ARCHITECTURAL
PUNS.
14 LF 4" D.I.XWJ 45 BEND MU
CONC. BLOCKING
ELF 4"
D.I. W
NOT10
1. SEE HILTON GARDEN INN PROJECT FOR
CONNECTION TO WATER MAIN.
2. SEE HILTON GARDEN INN FOR ADDITIONAL
FIRE HYDRANT LOCATIONS.
LEGEND:
PROPOSED TYPE II CATCH BASIN SDOLN
PROPOSED TYPE I CATCH BASIN ■
NOTE
EXISTING TYPE II CATCH BASIN fT ALL WATER MAINS AND FIRE HYDRANTS
MUST BE INSTALLED AND OPERATIONAL
PRIOR TO ANY WORK ABOVE THE BUILDING
EXISTING TYPE I CATCH BASIN ❑ FOUNDATION.
PROPOSED STORM DRAINAGE LINE
EXISTING STORM DRAINAGE LINE
PROPOSED SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE C
PROPOSED SANITARY SEWER LINE
MODIFIED PER NEW ARCH. SITE PLAN
EXISTING SANITARY SEWER LINE
i
1/19/98
MODIFIED PER NEW ARCH. SITE PLAN
MFB
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
EXISTING WATERMAIN
----- ------ --- -- - - - - --
LOCATIONS OF THE SANITARY SEWER MANHOLES AND
WATERMAN LOCATIONS SHOWN HEREON IS THE RESULT
BDS
1 0/151 0
OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
PROPOSED WATERMAIN
BOS
DIRECTION.
-Al
DENNIS J. 27328 DATE
As-e1eLr acs ens 619
MODIFIED PER NEW ARCH. SITE PLAN
MFB
i
As-e1eLr acs ens 619
MODIFIED PER NEW ARCH. SITE PLAN
MFB
BDS
1/19/98
MODIFIED PER NEW ARCH. SITE PLAN
MFB
BDS
1/8/98
MODIFIED PER CITY REVIEW
MFB
BDS
1 0/151 0
MODIFIED PER CITY REVIEW
MFB
BOS
9/9/97
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ll BDS 4/11/97 lLEM0.
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