HomeMy WebLinkAboutWWP2703557.6KEY NOTES:
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5
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0 1' 2' 4'
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N: 186838.54
E: 1302441.06
X
NEW ANTENNA
NEW PUMP
CONTROLPANEL
ACCESS DOOR
HINGES (TYP) -
Q
X
x
LIMITS OF CONTRACTOR OPERATIONS
9
NEW RTU PANEL
6 �8� \/
X X X X
4" SSFM (TYP)
— — — — —
E 5'-6" 2'-
0„
(TYP) (TYP)
II
90' ELL (TYP 2)
II
� II
yn -
I I ill
I!I o I I
I I N I I --------------
II II /
DOOR SWING
DIRECTION /
(TYP) /
A WET WELL PLAN
M-01
\ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \
°o
\ \ \ \ \ \ \ \ \ \ \
X
\ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \
X
128.98
425.91
X X "
3V (RESILIENT SEATED) (MJxMJ)
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
INAPW
HEREON AND IS NOT TO BE USED ELSEWHERE
ca�Date ®R /20 I 2
By 4,
N: 186830.20
E: 1302430.50
X—
--------------i
X -
GATE SWING DIRECTION/ CAPA, , � , , , I
N: 186821.39
E: 1302439-21
D ENLARGED
C-VSCALE: 1/2" = 1'-0"
FILE: 8235B-010-100.dwg
N: 186801.77
E: 1302450.07
N: 186816.42
E: 1302447.77 N: 186801.42
- - - - - - - - E. 1302451.25
X e—-- X X 9-- X X
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
TOP OF PAD
%\ EL 27.60
\ \ N:186802.53
\ \� E:1302446.77
/ I I TOP OF WATER
METER
EL 27.29
ICI
II
C VALVE VAULT PLAN I I N: 186801.35
�O2 o I I E:1302443.46
II
4" SSFM
ICI
II
II
45° ELL (TYP)
I
SITE PLAN
X
X
M310 3/4" REDUCED
TyP PRESSURE DOUBLE
BACKFLOW
PREVENTER
N: 186800.82
E: 1302445.67
BY
CONTRACTOR
X BY
WATER CITY
2 8 METER
VAULT
(TYP)
2 3/4" W
\ 22'-0" TO CONNECTION
'\ TO EXISTING FORCE MAIN
4
4
OREDUCE PRESSURE DOUBLE BACKFLOW PREVENTER PER CITY
NEW SECTION 9-30.3(10). PROTECT WITH HEATED, INSULATED,
FLIP -TOP, LOCKABLE FIBERGLASS ENCLOSURE, 60W, 120V,
SINGLE PHASE, HOT BOX, OR EQUAL. SIZED PER REDUCED
PRESSURE DOUBLE BACKFLOW PREVENTER ASSEMBLY. LOCATE
ENCLOSURE OFF FENCE TO PROVIDE UNOBSTRUCTED OPENING
OF FLIP -TOP.
2 EQUIPMENT AND MATERIALS SUPPLIED AND INSTALLED BY CITY.
3 42-INCH TALL CHAIN LINK FENCE PER SUB -SECTION 10.02820.
OSEE CIVIL DRAWINGS FOR CONTINUATION.
OENCLOSURE TOP SWING DIRECTION.
OPROVIDE 10 INCH WIDE CONCAST FIBERCRETE CABLE TRENCH
OR EQUAL. SOLID BOTTOM, PARTITION TO SEPARATE POWER
AND INTRINSICALLY SAFE -CIRCUITS. PROVIDE TRENCH WITH
GALVANIZED STEEL HINGED, BOLT -DOWN, HOLD -OPEN COVER
WITH SST HINGES AND BOLTS. PROVIDE NOTCHED COVER FOR
CABLES. ENCASE TRENCH IN 4-INCH THICK CONCRETE, TYPICAL
ALL SIDES. DO NOT ENCASE AT CONDUIT PENETRATIONS. MODIFY
AS REQUIRED FOR CABLE ENTRY. DEPTH AS REQUIRED TO
FACILITATE HORIZ TRANSITION OF CONDUIT INTO TRENCH. BED
WITH 4" CSBC COMPACTED TO 95% MDD PER ASTM D1557.
O7 WALL MOUNTED UNI-HOIST SLEEVE W/ SST SLEEVE CAP. FASTEN
TO WALL PER MFRS INSTRUCTIONS. CONFIRM COMPATIBILITY
WITH CITY RETRIEVAL/HOIST EQUIPMENT. INSTALL FLUSH WITH
FINISHED GRADE. COORDINATE LOCATIONS WITH CITY.
OINSTALL WITH TOP OF STRUCTURE LEVEL. SLOPE NEW AC
PAVEMENT AWAY FROM STRUCTURE TO MATCH EXISTING
CONTOURS. SWING GATE SHALL SWING FREELY OVER
STRUCTURE, WHERE APPLICABLE.
9 PROTECT EXISTING SHRUBBERY EAST OF CURB.
10 HOLD VENT TIGHT AGAINST FENCE.
S=355706
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