HomeMy WebLinkAboutS-233601�-
,
3�
-,
o�
1�� ��
��
EXISnNG TYPE II CATCH BASIN
N ` EX. FH
�c;(TO BE REMOVED AND SALVAGED
�� ._ � ��.x � �.
❑
I I
� �� R� ���
0 "-
.,
a� �'� °��'��1�, � ���� ``
O
I I ii
�'
PROPOSED SANTARY SEWER UNE
-
�
I
=
t/D
jk� ��� �
� ` � �;: � ��w �'
PROPOSED WAItKMAiN
I L�
� � � ��� ��'� � �
���� �
(
^
_ I 1
I f
� f� �����` � `
�
M
N
_ I 1 ..
1 I
Z
I
.,
I I
Iii 11
I�' � � � "� �`
I 1
:, ..
�
Qv
�
�
NN
�
I !
� p � ° "�
��`� ;�
Q
I I
I f
�
T
I I
I 1 °
I I
Z �
I
���I�
J � ��'�� ��I =_
� Q
�
sca,.e� r-3o'
I I A
a � � �"
�
I I
� � a «" �""t-
� .���'
�
I I "
i
I I I( i i
®
�
Q
Q
�
I� � I j
I
�
I
I I
®
o
(4i
� ^
o �
�
\�
�
� f xa
Z
VJ
�
St1S.LL6
NI,T�"
1
f-
THE UTILITY IMPROVEMENTS WEST OF THE
,
PROPERTY LINE ARE BEING CONSTRUCTED IN
�
,,
6o
9®
CONJUNCTION WITH THE UT1Lf11ES FOR THE
a
� �`
Z
HILTON GARDEN INN BUT UNDER A SEPARATE
UTILITY PERMR NUMBER.
f
I
Q
CITY OF RENTON
THESE PUNS CAN BE REFERENCED BY THE
�
�3
(n
CITY OF RENTON WD N0. 78248 OR CITY
� �\
N
OF RENTON PROJECT NO. LUA -97 -099, SA, LLC
j`
ao
a �o
o .,
N r � N
a Fo`M L:c
® °�
�¢
U.
H w ��
� c
D' o
�E
v
�E
o O+N
c_
� �� c rn
c
o m
d(7
o T_
M
= b
o �
N N N N N �
0 m m m m d
® Q
ao rn � r` w
.a rn �� rn � w
rn,n � H
rnO�e\ �
z� N O T Q)
m � � � � m
� � �
(/y� �
O g
5
� � Z
��. � O
N. � �:
U
�� Q } }� � �
Z � � U
� w wlw
w a. a a
� �
� w w w w �
� �
� ° ° ° °
o � � � m
1 -10 °x10 "x10" TEE (MJxMJxFL)
1 -10" GATE VALVE (FLxMJ)
CONC. BLOCKING
RIM =�5- 21.4e
IE= 14.74 (f07V
IE =¢4�� 14.16 (6'E
INSTALL nDEFLEX
VALVE FOR SERVICE
(PER THIS CONTRACT)
�I � — —
�)
INSTALL: 1 -4" 45' BEND (MJ)
1 -10 "x10 "x4" TEE (MJxMJxFL) CONC. BLOCKING
1 -4" GATE VALVE (FLxMJ) 1 -1/2" COPPER
CONC. BLOCKING �UNDSCAPE SERVICE
IE =16.90
E O BLDG. =17.00 fp°"�"
- 6" PRNATE SANITARY `NEW M
SEWER SERVICE .'RIM =21.9
6 LF 6" PVC SS O 2.OX ?IE =19.14
LF 6" PVC 10 LF 8" PVC SS O 2.OX
O 2.OX
IE O BLDG. =19.50 •
NEW FlRE 6
HYDRANT
(UNDER SEPARATE
CONTRACT)
NOTE
REFERENCE URKSPUR HOTEL PUNS FOR
CONTINUATION OF WATER SYSTEMS.
I I
I 1
l' �ii
�-
I Q
i�L
Q
I
W
PROPOSED TYPE II CATCH BASIN
,
3�
-,
o�
1�� ��
��
EXISnNG TYPE II CATCH BASIN
N ` EX. FH
�c;(TO BE REMOVED AND SALVAGED
�� ._ � ��.x � �.
❑
I I
� �� R� ���
0 "-
.,
a� �'� °��'��1�, � ���� ``
O
I I ii
i�
PROPOSED SANTARY SEWER UNE
EX. 10" W. PRIOR TO CONNECnON AND
I
=
NOnFY ENGINEER IF A CONFLICT EXISTS.
jk� ��� �
� ` � �;: � ��w �'
PROPOSED WAItKMAiN
I L�
� � � ��� ��'� � �
���� �
(
^
_ I 1
I f
� f� �����` � `
�
M
N
_ I 1 ..
1 I
3
� �
� � - ��`� ; � c; - ��?� �
I
.,
I I
Iii 11
I�' � � � "� �`
I 1
:, ..
1 -5 1/4" MVO FH ASSEMBLY
CONC. BLOCKING
f ��� T
�
NN
�
I !
� p � ° "�
��`� ;�
to
I I
I f
n�ir w �_�` =�'
��� �� �� -
,I� F,�,� x �
T
I I
I 1 °
I I
,.:.
£�
I
���I�
J � ��'�� ��I =_
I I
���� � � .
�s
R DETAILS � �€�� _�� �
I I A
a � � �"
�
I I
� � a «" �""t-
� .���'
I I "
i
I Q
i�L
Q
I
W
PROPOSED TYPE II CATCH BASIN
,
3�
-,
o�
D.I.
EXISnNG TYPE II CATCH BASIN
N ` EX. FH
�c;(TO BE REMOVED AND SALVAGED
EXISTING TYPE I CATCH BASIN
❑
TO THE CITY OF RENTON)
,
EX._
0 "-
pW� ��
�_i�i
PROPOSED SANITARY SEWER MANHOLE
O
NOTE:
CONTRACTOR SHALL VERIFY LOCAnON OF
i�
PROPOSED SANTARY SEWER UNE
EX. 10" W. PRIOR TO CONNECnON AND
EXISTING SANITARY SEWER LINE
=
NOnFY ENGINEER IF A CONFLICT EXISTS.
-- --- --
PROPOSED WAItKMAiN
(PER WATER CONNECnON DETAIL N SHT. CS)
PROPOSED FlRE HYDRANT
EX
CB
a
INSTALL:
1 -10 "x10 "x8" TEE (MJxMJxFL)
I
� 1 -6" GATE VALVE (FLxMJ)
` 20 LF 6' D.I. EXTENSION
1 -5 1/4" MVO FH ASSEMBLY
CONC. BLOCKING
�-EX
CB i
,
I Q
i�L
Q
I
W
PROPOSED TYPE II CATCH BASIN
PROPOSED TYPE I CATCH BASIN
EXISnNG TYPE II CATCH BASIN
�
EXISTING TYPE I CATCH BASIN
❑
PROPOSED STORM DRAINAGE LINE
EXISTING STORM DRAINAGE LINE ___________
-_
PROPOSED SANITARY SEWER MANHOLE
O
EXiS11NG SANTARY SEWER MANHOLE
i�
PROPOSED SANTARY SEWER UNE
EXISTING SANITARY SEWER LINE
=
EXISTING WATERMAIN ----------------
-- --- --
PROPOSED WAItKMAiN
PROPOSED FlRE HYDRANT
�
PROPOSED GATE VALVE
a
5 ?33bD15�a�
NOTE:
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
MANHOLE FRAME AND COVER
SEE DRAWING BR29
�2" M x. ADJUSTMENT (4" MIN.)
CONE
z�'
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
4' MiN.
c.if'R"�aC rt��� STEPS - 3/4" DEFORMED BAR
UV '� GIA. 7750 CiAL 1,IN � �-IE O BLDG. =19 00 _ � '�` � = � � C , EX. STREET LIGHT STEPS SHALL 8E INCLUDED
RIM =21.9 � �' �� i � ��� �'� � I I 7 � EX. CB
IE =19.30 7 LF 6" PVC SS 0 2.OX � �� � ��� , CONCRETE RISER BY PIPE INC.,
���
;� � � � t��z .� I w � 7' MIN. _ �, a t�2" OR APPROVED EQUAL.
J�f,{� IE =15.11 HILTON GARDEN INN EX. 15' PUGET SOUND � `�� � �� � � � � , Ex CB
-- 4ir -F� -IF O BLDG. =15.17 �_�+ 0 POWER do LIGHT EASEMENT • � � � � T .1 I I '; ; 'TIDE FLEX' CHECK VALVE
PER REC. N0. 8211170375 / I I " 12. (TAI CLAMP TO SEWER PIPE
AND SPRINKLER RI '- �iiCi�� '
EX. FlRE HYDRANT EX. STREET BUILDING. REFER T -: I I +� MAX. PIPE SIZE - 21" LD.
ADJUST TO GRADE AND LIGHT 14 LF 6" D.I. W PUNS. I I I �� i (ADDER -STD. ALUMINUM
PROVIDE 5 1/4" STORZ FITTING 144 LF 6" D.I. W �'>�;*� I '
I , OR GALVANIZED STEEL
SS O 18.20RC 4 LF 6" D.I. W --\ �pN
1 -10 x10 x6 TEE MJxMJxFL) � RIM =19.9
_ 1 -6" "GATE VALVE (FLzMJ) i� IE =11.40
- - - _ _ _ CONC. BLOCKING ; _
ot. zrxeFr wlrt _ EX. 80 SD
---- - - - - -- --
------- --- - - - - -- --
E� X, Bx � ,
——— EX.16_D.I.W —
NOiE�
FLOOR DRAINS WITHIN THE BUILDING
MUST BE TIGHTUNED TO THE SANITARY
SEWER SYSTEM. REFER TO ARCHITECTURAL
PUNS.
N17TE�
THE 3/4 INCH BY -PISS METER ON THE
DDCVA SHALL BE A SENSUS METER WITH
REMOTE TOUCH READ PAD MOUNTED ON
OUTSIDE OF BUILDING WALL. (MODEL
SENSUS ECR).
wT�+2 -t7 -2736
°z Ww�- 2'-2316
File: P: \sdsNproj \6101 \engineering \61012sw1.dwg Date /Time: 08/25/1998 08:41 Scale: 1 =30 DAVE Xrefs: 26101- S,Z6101- 7,26101 -62,
li
�',
E � l�
_ � EX. SIGN � MORTAR
-6 90' BEND MJ a i I FILLET CONCRETE SHELF .
CONC BLOCKING _ ,
,. .. _. �" , ' 191 R AST IN SHELF ,
•f�` W
II U �' � PRECAST BASE SECTION t d i
- II
M: VALVE __ -___° _ -__ - _._ ° °_ - __.° _ ___ °-_ _ _=a- _`'''� I�l 0 C
- -- '$ - -- lY- PACC�E' -- -- - -- �` EX. POWER I ,I 1'k' 1_ .. ; -� � � , -�,..:
_ ___ ___
..
9 I I EX. CB EX. CB II VAULT ICI ,�;'� • - - -- 6" MIN •. ��. ' �'i' .: ". .: •�, � .. ,
..... .
8" I I EX. CB _ II I I �— 6" MIN. (TYP.) �, -;7 . � :f� •.
. .s .. .:.
EX. 60 SD _ _ J � _ ®1 rim" ®n_ � i
----------- - - - - -- II - �c6--------------------- - - - - -- - f ; . -' SANITARY MANHOLE TYPK`
'�� - - - - -- I -� NO SCALE
- - -__J
------------------ ----..- _- _--- _-- __---- - -____ _- __---- ,-i------_____ -s�,z. Z
—----- - - - - -- EX. ,6 D.LW
'�;.
n'�._ Y � �
��
-- NOTE
EXPIRE8: 1.1S- w ALL WATETt MAINS AND FlRE HYDRANTS
MUST BE INSTALLED ANO OPERAnONAL
PRIOR TO ANY WORK ABOVE THE BUILDING
FDUNDAnoN.
•�0� � a as -suer as e�
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATK)NS OF THE SANTARY SEWER MANHOLES AND MODIFlEO PER NEW ARCH. STYE PLAN MFB �
WATERMAIN LOCAnONS SHOWN HEREON IS THE RESULT MODIFlED PER NEW ARCH. SITE PLAN MFB BI
OF A FlEID SURVEY PERFORMED BY ME OR UNDER MY
DIRECnON. MODIFlED PER CTTY REVIEW MFB Bi
MODIFlED PER CTTY REVIEW MFB BI
�� / / %% BID SET MFB B
J. L LS. ATE - AN•IIO�VCD
BY APrR. DATE OMECi[T OF NR1C ��T �\
�' ' .
® ® 1
•1
i
Q
J
Q
W �
W Q
Z V
Q Z
W
3
■
ail
>-
r
_� �Z_�
� � N
N
� � �Wi�.
� � g�
a pM N ONO Z i
OD N 1�
0 rn co a0 cr
� I I ZW
3 �n �n � �
� � t'1C t�0
ONO Y N � �N
J��� X78
`���
Q �
♦ W
i`wj i
a ,�.
�S'
A CpN
CITY OF RENTON
OEPARTMEtVT OP PU ®LN^ WORKS
11i SANITARY ALA !�lATERMAIN
o1 /1s /se E�► �(1 �../l�(�i
12 29 97
10%15%97 oeaa� cD3 �� 4/1d/97 H.P ND.
�- �'
r�
,' �
��
i
W
tai