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c\j STA 6+38, 6' RT
8 "x8" VER TI CAL CROSS (MJxFL)
~ 2— 8" BLIND FLANGE
1— WITH 2 TAP & 2 PLUG
1-8" PLUG (MJ) WITH 2" TAP
CONCRETE BLOCK
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HSE. # 2524 BM 663 5.1
FIN. FLOOR=326.28 TOP OF ON IN CAS
W/ NO BASEMENT ELEV=31 .27
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(2) E'
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HSE. # 2525
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FIN. FLOOR=324.91a
W/ NO BASEMENT
\E1ON/',/--3185
2" CONIC, -31 .9
STA 4+51, 6' RT
1— 8"x6 " TEE (MJxFL)
1— 6" GA TE VALVE (FL xMJ)
CONCRETE BLOCK
STA 4+51, 21' RT
FIRE HYDRANT ASSEMBLY
REMOVE AND SA VA GE
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EX. H YDRAN T & IVALVE I
I I DA YTON AVE. ' N. E. I I
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HSE. # 2402
FIN. FLOOR=320.32
BM 663-5.2
HSE. # 2516
W/ NO BASEMENT
TOP OF MON IN CASE
FIN. FLOOR=324.73
W/ NO BASEMENT
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ELEv-321•44 I
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HSE. # 2500
PLANTED
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HSE. # 2508
FIN. FLOOR=319.98
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FIN. FLOOR=318.15—
W/ NO BASEMENT
#
HSE. 2416
AREA
W/ NO BASEMENT
I
FINE FLOOR 316.79
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FIN. FLOOR=318.84
W/ NO BASEMENT
W/ NO BASEMENT
CONC. =317 4
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AREA
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HSE. # 2517
FIN. FLOOR=318.70
W/ NO BASEMENT
MH /18 ;o
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WOOD fNC.
CONIC.
! DRIVE GRASS
HSE. # 2509
FIN. FLOOR=318.68
W/ BASEMENT
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PLANTED AREA
HSE. # 2501
FIN. FLOOR=318.95
W/ BASEMENT -
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H7FLOOR=319.84
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W/ BASEMENT
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PI ANTED -
P ANTED _\ - LL 6[r AREA �. Q
R6" CEDAR j
(�" N RR ilE 'AL'-
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10" CON EA - ; R
SSMH RIM=321.7
GRASS ,..,IF C.'t C-AN E VA N-309,
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3= 0,
HSE. # 2312
FIN. FLOOR=320.47
W/ NO BASEMENT cq
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STA 1 +37, 6' RT
1— 8 "x6 " TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
CONCRETE BLOCK
STA 1 +37.3, 22.3' RT
STA ,
FIRE HYDRANT ASSEMBLY
CUT & CAP EX. 6" WATER MAIN
REMO VE EX. GA TE VAL VE
STA 1+15, 6' RT
8"TEE (FLxFL)
3-8" GATE VALVE (FLxMJ)
3— 8 " SPOOL PIECE (DI)
1-8" LONG BODY SLEEVE
2-8" RO—MAC ADAPTER (DI —AC)
CONCRETE BLOCK
SEE DETAIL #6, SHEET 18
STA 1 + 32, 6' RT
8" VERTICAL CROSS (MJxFL)
STA. 1 +42, 6' RT
DEAD —MAN BLOCK
4— 3/4 " SHACKLE RODS
FROM DEAD —MAN TO G. V
STA 6+ 48, 1' RT L NEW 3/4 " WA TER SER VICE,
2" PERMANENT BL 0 W— OFF NEW SETTER &NEW METER
ASSEMBLY PER STANDARD
DETAIL BR25A BOX (TYPICAL)
6+00 5+00 4+00 3+00 2+00 1 +00 w=b?qP5500
EX MH STA 0+93.90, 7.96' ET
RIM = 321.75
811 N 305,30
- .................. ....... zL IE12. W.. 305.30a: m........... "
c:�c.O O UO
:0I� c c : IE 2" E 3:05.30
o- OI c 0 0 0 0 0
01_X X�. � ��� �}� oh X� �� MINIMUM 3 COVER- Q�
Q o �. X v �n
n� o �I�
.. ........... ............ ...... ...... .... ......... ...............................................................................
Q
320 Q0 � � 0 �. � � Q 320
Qi Q Qom. Q i
<I a Q Q A/
310 ................................................. f 523 . LF F. 8." CL.: 52 . D1. WA. TER : MAIN (POL YWRAPPED) .............. .............. .......... ................1...................................................
nsF� -- -----
300 : 300
........................................ ....... .......................... I ............................................................ ................. ...... I .................. .................... ............... .......................... .......................
:PROFILE SCALE
......
>> 290
H0R -Z. 1 —30. .
VERT. 1 "_10'
AS —BUILT INFORMATION
PROVIDED BY CQA TES
SURVEY SERVICES
JANUARY 2003
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SURVEYED: SCALE: D��
.
VERTICAL: A
PACE 1988
HOR ZO TAL: NAD D1983/1991 ,� CITY 0 C JAN 2002
DESIGNED: 1 �> _Z 0' •- � I EAST K E N N Y D A L E HELDBOOK:
DRAWN:
AG PENTON
-IL PAGE:
JDH ONE INCH E*-AM WATER MAIN REPLACEMENT DRAWING N0:
CHECKED: AT FULL SCALE --- Planning/Building/Public Works Dept. W-5
AG IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
LH 2400 BLOCK OF DMTON AVENUE NE 15 18
wvr*- s
SDANNED MAR 2 9 ..MO At-,, w
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