HomeMy WebLinkAboutWTR2703078.300
r
C:)
CIO
i
y vi O
v
0
�o
I �
l m � II
II II w I
wc,,m
Z I I
��
(
�
CID
o�
v, O
CD w�
Cn
O
cc,))
l N
Ln
I STA. �P&, ��z I -354
FIRE HYDRANT ASSEMBL Y I I Col -
CID
(12" BEHIND FACE OF CURB) STA. 10+00, LT 8' CUT AND CAP EXIST. 3Ss C m
DRIVE
7+70, RT. BEGIN PIPE DEFLECTION I 6" STL. AFTER TIE-IN m rn
STA. I CONNECTION / 25' 25'
8'x6" TEE (MJxFL) STA. 11 + 15, LT 3' I Z
I 6" G. V. (FLxMJ) I I 8'x8" TEE (FLxMJ) l o STA. 11 +22, L T. 15'
1 Z I Z DEAD -MAN BLOCK
CONCRETEBLOCK I CB RIM=340.68 (3) 8"G.V. (FLxMJ) 35>
I IE 8" cMP N=338.1 CONCRETE BLOCK / /z I i 4 3/4"SHACKLE RODS
�; SHED S,TA. +30, LT 8 N.E. 23RD STREET' IE 12' CPEP S=338.5 I 5� /Z)� _ <) „ „
s" wooD FNc 8 "V_ MJXMJ) 10' D I n rl�
(4) 6 DEC s" wooD ENc -/ � �o �I / / � DEAD -MAN TO 8 x6
ro 6" WOOD FNC I STEEL I 0 9" DEC/ = o�ti /- �65E REDUCER
CCAC. WALK w ���r�
We w w w 6' WOOD L� GATE 6" DEC
L / W W n — 6" WOOD FNc I GATE — — 3 � / o�E SEE CONNECTION
W o C NC. WALK - —
/ /w culls GurrER W N w �w 1�� eye / o DETAIL
6., CHI LNK FN w 656 / ,t9� / o�0 _
AS`'HALT ROADWAY EXISTING 6" STL TO BE ANDONED IN PL CE W i
/L.0 W W 6" TL W CURB & G TTER / / EXTR� ED CURB
1 1 W w ! 505 LF 8" CL 52 DIP (POL YWRAPPED) / " N / m
mil ro V w
o — --+— — _ E + W� / / _ w _ / / / / , STA. 11+22, LT. 8' NJ
W S$$*1 $ 6 E w w w /ASPHALII ROADw AY / � / D 8" GV (MJxFL) O
` O
-t- _
J GRAVEL"p oHP ( o`'�- a _g� 'x6" REDUCER (FLxMJ)
�+ HEDGE DAS A MB ASPHALT - — OHP OHP J O I O I rQ MH #1tl o N o�D —/ ,
o _ XTRUDE CURB
DRIVE ( OHP JJ -c °
a ASP ALT l /
~ CB RIM=329.98 —�` 3 MBDRIVVE ASS 0"P OHP B �I I 6" CfiN LI�w�ENC
/ _� ASPHALT HP �9 STA. 11+31, LT. 5
Q IE 12" CPEP W=3�7.7 w - J / DRIVE MB / iASPHALT -OHP /
CONC.Cf)
DRIVE GRASS 12`DEC iSONE Y / _ - - /� / 6" CONC RET. WALL 14" DEC/ GRASS DRIVE / DEAD-MANBLOCK
I xI / z z / _ -� GRAVEL (3) 3" DEC / / z
g J 18' C N� GRASS DRIVE �� / o / / / cP � , (4) 3/4" SHACKLE RODS
Z:
_ CO� CB RIM=34/T� Ge\ 38 CON GRAVEL 24" CO
GRASS I � o DRfVE IE 12" CPEP N-3�S8.6 GRASS DRIVE I / / / / / / / DEAD -MAN TO 8" TEE
u GRA 4"- 12" CON i 2 SEE TIE-IN CONNECT/ON
_ SS / ti -- CONC.
o I 26" CON DRIVE / DETAIL
8'x6" TEE (MJxFL)GRASS I I 2 5 /
NEW COPPERWA TER ( )GRASS / /
I I 6 G. V. (FLxMJ) / v � � STA. 11 +22, LT 3
SERVICE NEW SETTER I CONCRETE BLOCK / ` /� 8" 90 °BEND (MJxMJ)
& NEW METER BOX & l /
I STA. 1 +25, LT 14' / / / CONCRETE BLOCK
RECONNECT TO PRIVATE FIRE HYDRANT ASSEMBL Y_ _ / �� l /VR s CUT AND AP EXIST
Z
1 STORY WOOD i
PIPING (TYPICAL) _ C S
1 STORY WOOD HSE # 2701 + + _ c co 6"STL. AFTER TIE-IN
HSE # 2633 1ST FLOOR EL=335.8 1 STORY WOOD I 6 / / % z
1ST FLOOR EL=330.3 0 o
NO BASEMENT PARTIAL BASEMENT 1 STORY WOOD HSE # 2725 z N x / / / v CONNECTION -�
IN BACK I HSE # 2709 I 1ST FLOOR EL=350.6 / v X N O
1ST FLOOR EL=342.2 / 2 STORY WOOD I O
NO BASEMENT HSE # 2717 NO BASEMENT m m z v m / I I / / // m j
I I / REMOVE EXIST
1ST FLOOR EL=347.5 <L04,000 j� o r m
NO BASEMENT II f w Z x _ l I l w F.H. AFTER TIE-IN
I i WN�,
N W 4J I I / o, CONNECTION
Irnc�o�v o/ I / 3 rnm •
4. z 41
/ D 37 - I J I / Z
iri
•
D 2 0 o / •
jjj 0
I / I O
x Xo l i
SEE SHEET 17 FOR HARRINGTON PL NE
A S— BUIL T
AS CONSTRUCTED INFORMATION PROVIDED JUNE 1, 200J
BY COA TES SURVEYING SERVICE & RCl's FOREMAN'S NO TES
7+ 00 8+ 00 9+ 00 10+ 00 11 + 00
:360.360
.......... .......................... ................�........ ........................................................................................................................... ..........................................
MINIMUM 3'-
BURY(TYPICAL)C X 6" WATEf2
EX 12" STORM
350 : 350
.........................
bi
o O EX CB STA 8+61, 13' LT: EX CB STA: 8+61, 9 RT 505 LF g., CL 52
40 W: �� �� o40
........... ............ .................. ... .................................................................................. W.......:.........:.........:.........:...
�,, �,
w
330 w - 330
J �' SEWER .................. .
320 320
................................................................................................................................................................................................................................................................................................................ .
HORN
WAS,S,� ���
RECOMMENDED FOR APPROVAL N - z
fB
SURVEYED: SCALE: DATE:
o PACE VERTICAL: NAVD 1988 APRIL 2003
HORIZONTAL. NAD 1983/1991 �, EAST K E N N Y D A L E SANITARY
.� 23169 �, CITY 0 E
GI STER� \�� DESIGNED:RLM 1 =20 �- FlELDBOOK:
SS/ONAL ENG DRAWN: RENT 0 N PAGE:
RLM ONE IN DATUM ` SEWER I N F I L L PHASE 11 DRAWING NO:
WATER UTILITY DATE JEXPIRES 8 21 03 CHECKEDAG AT FULL SCALE Planning/Building/Public Works Dept. —
ovr#.!;-,If
IF NOT ONE INCH
NO. REVISION BY I DATE I A P P R APPROVED: SCALE ACCORDINGLY
LH
SC'ANIII APR 2 2 ;rOP5
NE 23rd ST
Em
CC3LEA/I ImIm
�y�x
>d
a
o a
N
az
N � �
z�
IJm
I
Y -
W
cnz
r�
ono