HomeMy WebLinkAboutS-233502F—
S
(0')
MODIFIED PER NEW ARCH. SITE PLAN
RIM-22.4 11Ec
to
I
IE =12.20
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
z
30' WIDE UTILITY
0
a°
CONC. BLOCKING
1 -6 90 INSTALL:
Oil
3.Z®®
o o
Ln
CONIC. BLOCKING 1 -6- 45' BEND
r
F+4 Z N C
ll cr Q z
LU .Z °
=
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.
IL >-
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
`
®
LL�CC Q Lu
C Q cr
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
o o
Ln
CONIC. BLOCKING 1 -6- 45' BEND
r
F+4 Z N C
CONC. BLOCKING
a
o
O ® `E
C-a 3
13 LF 6" D.I. W 90 LF 6" D.I. W
U _
EL a
10" W
- -- - - - -- - --
ryy c o
76 LF 6" D.I. W
Lj
13 6" D.I. W
PN 7 LF 6"
E
D.I. W
10* I'VC ss
,
FDC
CP
o d
a�
NEW W. VALVES
INSTALL:
3
1 -6" 45' BEND MJ
o
me
am
o
w CONC. BLOCKING
a
�
a
0
0
o
M
�w
°
I<4N
°m M °m o
0-
m ° °
° o
m o CL
M m m m
uj
� 0-1
co �� o rn
z
N N
re
Z U U
L
L a a
n to
S - -
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-
0 I� °g °� °m NO SCALE
wwp- 27-2335
0
z wTR -a7 - 2335
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,
i
''�ii
i € 4i
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
v�
w U2
W Z
® W
Q Z
J
W
Jo
�J ~" R s�
W v
a
z
N 1
o�&
Z °O
04 L61
d I z
CIA C14 52
to 0
O O
LLJ
0- ]e v -
Ill l �� i OVA O
,l 'NASyi`ct�- J TV
.� r o
a qc W
b
25672 �!
T
��SSOMAIEf�C'\��
6.E
CITY OF RENTON
C>EPARTMEWT CN= PUll WORKS
SANITARY SEWER AND WATERMAIN
(EXTENSION PLAN
ll BDS 4/11/97 lLEM0.
MFB BDS 8 11 97 DK@ � ! 1 -JD r 0
ItYBK7N BY ARR DATE ArrROYm C3 ,
q C10N 4f NIIIfC 9 6}�T �; R F-R �O 0 5
ROLL 1%'../ %-..Y
e
r�
•
it
•
W
�0
W
fq
J �
O
a
V'
W
Jo
�J ~" R s�
W v
a
z
N 1
o�&
Z °O
04 L61
d I z
CIA C14 52
to 0
O O
LLJ
0- ]e v -
Ill l �� i OVA O
,l 'NASyi`ct�- J TV
.� r o
a qc W
b
25672 �!
T
��SSOMAIEf�C'\��
6.E
CITY OF RENTON
C>EPARTMEWT CN= PUll WORKS
SANITARY SEWER AND WATERMAIN
(EXTENSION PLAN
ll BDS 4/11/97 lLEM0.
MFB BDS 8 11 97 DK@ � ! 1 -JD r 0
ItYBK7N BY ARR DATE ArrROYm C3 ,
q C10N 4f NIIIfC 9 6}�T �; R F-R �O 0 5
ROLL 1%'../ %-..Y
e
r�
•
it
•
W
�0
W
fq