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SCALE
Horiz. 1 " = 20'
Vert. 1 " = 5'
D 4nk272208
113+ 00 114+ 00 115+ 00 116+ 00
-------------------------------------------------------------------- -----------------------
- - - - - - - - - ----------------------------------------------------.CB#3,TYPE.2,48"��---
STA. 116+38; RT. I'
SOLID LOCKING LID
RIM = 35 02'+
NOTES: CB #I, TYPE 2,:48" : _ _ CB #2, TYPE 2, 48" _ -
4 0 STA. 113+28, RT. I' STA. 115+02, RT. I' STA.1 IW+66.5' W 1� : : RIM 31E -
1. ALL TYPE 2 CBS SHALL HAVE SOLID LOCKING LIDS. SOLID-L-O-CKING-L-ID- - - - - - - - - SOLLOCLID -
2. TYPE 1 CB PROFILES ARE ALONG ���34.00 m - 34. 1Z„ (E) I o.
PIPE LINES. izim .:s,4.s6 31.07
-
3. ALL CB GRATES SHALL BE SET 0 1 FEET BELOW RIM = 34.25 18" (W) IE - 30.25 la"(W)I� = 3o.2S 18 (W) IE = 30.93
ADJACENT GROUND LEVEL. t2" (N) IE = 28.Ib - 6" WATER (F.H.) :
4. ADJUST TYPE 1 CB'S TO LOCATE AT LOW POINTS [8" (S) IE = 28.16 : : : : -29.93 (TO BE ABANDONED) 2" GAS -
31.07
IN FLOW LINES, AND TO CLEAR EXISTING UTILITIES. 35 h E) IE 28� _ _ ''�€)'E 3�' IS"(E) LE L 3p'25 _ (RELOCATED BY PSE) 30.93
-
5. CONTRACTOR SHALL RESTORE AL LANDSCAPING, I8" (E) IE = 28.76 GRADE AT CENTER LINE - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . -
PLANTING, SURFACING, AND STIR TURES DISTRIBUTED - - - - 12" (N) IE - 30. 33
BY CONSTRUCTION. -
6. WHERE NOTED ON PLANS, AND/0 PROFILES, RELOCATION 6" SDI�iABANDONED) =(6) 1E - A-0•2a� 136 LF 18" CPEP SD @ 0.60%__9__
117+00
6" WATER - CB#4, TYPE 2, 48"
(ABANDONED) : STA. 116+69, RT. I'
SOLID LOCKING LID
: RIM =35 000 +
RIM = 35.01
I�(E) I�4
12" (E) IE = 31-.21
12" (W) IE = 31.31
12" (NE) I7 ,E31.-4r
12" (NE) IE = 31.31
--
12" (S) IE = 31-.31
149 LF 12" CPEP SD @ 0.57 %
OF PRIVATE UTILITIES SHALL BE BY OTHERS. �GP 174-LF 18" CPEP SO @ 0.75% : 12"�5�)lE -30.53
7. CONTRACTOR SHALL MAINTAIN MINIMUM OF 6" BETWEEN 30 - - o UGT _ O
12 WATER MAIN SANITARY SEWE AND 12 & 18 STORM DRAIN. O
/ STA. 115.02, LT. 17'
8. KEEP MINIMUM OF 3"-6" VERTICL CLEARANCE BETWEEN GAS LINES- 6"ABANDONED WATERLINE STA. 114+86, LT.17' 8" SEWER 31 LF 12" CPEP SD @ I-3%
AND STORM PIPE. 24" WATER CB # 2B, TYPE Iol
BI-DIRECTiONAL--VANED GRATE a.
SEWER STA 115+02 RT 17' NEW 12" WATER
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CB#4A, TYPE I
STA. 116+76.5, LT. 18'
BI-DIRECTIONAL VANED GRATE
RIM. €l 34.11 ±
RIK = 34.27
211 iR) IF -
12" (S) IE-3r^ -40
VTI _
Drn:
W =35
V m
�- : 3 0
.0
STA 55+06, RT 8 - IF�1M €6. �_ .a8-=-
1 9. PSE WILL PROVIDE FIBERGLASS R INFORCED PLASTIC FRP BI-DIRECTIONAL VANED GRATE AS�1 D
„ % CONNECT TO EX. MH 1Z1M:EL. 33.75 B 4B TYPE I
12" G
INSULATION SPACERS BETWEEN 1 GAS LINE AND 12 STORM LINE.:..... _ _ - (AP. ... ... STA 16+69 RT I$ 3
35--------------------� � EXISTING-TY-PE-2-,48"-........ '.-. 3�: #.1
(APPROX.-DEPTH) C
„ RIM EL. = 33.86
Al 10. CONTRACTOR SHALL PLACE CDF I BACKFILL BETWEEN 12 HP - RIM EL. = 35.12 t 12" (S) IE = 30.85
„ �_ ,� _ BI-DIRECTIONAL VANED GRATE
GAS LINE AND 12 STORM DRAIN :AS DIRECTED BY ENGINEER. '°" �� �P`r1�27L9� �`I 2 } IE = 31.60 t EI :j 91
UTILITY NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
THE LOCATION, DIMENSION, AND DEPITH OF ALL EXISTING
UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE (UTILITIES AND SURVEYING
THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION.
THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON THE
UNVERIFIED PUBLIC INFORMATION ANC- Af�FS�R IECT TO V-ARi oTION
IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE
PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO
PROCEEDING WITH CONSTRUCTION.
r� • 17- J "J.2
18" (N)- IE = 27.97 12" (N) IE _ :30.86 : -(MACH X. INVERT)
0 Ex. 12" SD :
4" GAS WATER (TO BE REMOVED)
EX SD
30 ...... :.--. 30:... Q:
SS
49 LF 18" SD CPEP @_ 0.53 % : : _ S @ 12"°CPEP 18L F 12" DIP
sp @ 1.0%
4" GAS
(TO BE RELOCATED BY PSE) 12" WATER
CONCRETE BACKFILL T"'T`�'' `4IL
(REMOVED WITHIN LIMITS OF RIM EL. 34.34 _ 0
00
STORM WATER TRENCH) -
_ 12" (N) IE = 31.94 WATER UU
:30
4" GAS - UGT
(RELOCATED :
FIBER OPTIC DUCT BANK - BY PSE) 20 LF 12" CPEP
(APPROX. DEPTH) : SD @ 0.2°.6
17 LF 12" DIP -
SD_0 0..18%............NEW 1. WATER
n C D I 11 1 T n o n_ A/ QIy 1,)" elf,
AS RECORDED BY
CONTRACTOR FIELD NOTES
AND SURVEY VERIFICATION
FROM THE FLUER COMPANY
1-14-02 D�-�217�2121
III
_ �,_ o SCANNED SEP 13 2002