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CONNECT #2A CB TO EX. SD
—
CB#s
CB#8B
PLOG EX. SD (SW)
REMOVE EX. CB AND REPLACE
M
m
cyl
'\—CONTRACTOR SHALL RESTORESIDEWALK
AND LANDSCAPE IN THIS AREA
I I
lonc.
T
SCALE
Horiz. 1" = 20' 0 272 6PI
Vert. 1 5'
I 'I + 0
14+00 �:It + I 6 +0C
....................... ............................. ................... .......... ....... ... r ..... ...... . . . .. ... .. .. . ... . . . ..
6 . WATER
CB#3, TYPE:2, 48" (TO BE ABANDONED)
STA. 116+58,'. RT. :>
CB #1 TYPE 2,.'48: CB #2, TYPE.2, 1-8 SOLID LOCKING LID CB#4, TYPE 2, 48"
Tc STA.'!16+69.:RT. l'
STA. 3
40 l, -28, RT. I- STA_ 115+02, RT_ I' RIM = 35.02'+
SOLID LOCKING LID SOLID �9(;�ING LID
SOLID.I_OCKING LID. ...... .. ................... ...... S :4U
....... ......... ............. ......... ....... 18" (W) !E � 31.67 ....... I RIM = 35+00.± w .. ... ...
I ALL T,'PE 2' 1--B S SHALL HAVE SOLID LOCKING LIDS. Rim - 34m +
T jl� IE = 28-t6 18" (W) IE 30.25 12` (N) IE = 31.07 12" (E) IE 3:1.47
J. P PROFILES ARE ALONG PIPE LINES. t2 (N) 1
ALL CB i _:RATES SHALL BE SET 0.1 FEET BELOW 18" (S) IE = 28.1b 18" (E) IE 30.25 W ATER 1,F.H-) 2" (IN) IE = 3L47 m
ADJACENT R&,ND LEVEL (8" (E) IE = 28.04 6" SO (ABANC')ONED) 12" (N) IE 3l (T 0- BE ABANDONED) .2' GAS 12" (NE) IE -31.47
7 (TO BE RELOCATED I M
ADJUST TYPE I r B'� j 12" (S) IE z� 30.25 12- (S) IE 3�ic)7 -Z
i B
S 70 LOCATE AT LOW POINTS,
N FLOW LINES, EXISTING UTILITIES. ......... ......... ........ ...... .......... Y PSE)
AND TO CLEAR ............... ....... .............. .....
GRADE AT CENTER LINE.
17. 1 . U
JNTPACTaR SHALL RESTORE ALL LANDSCAPING, — — — — — — — — — — — —
0
ANDI JIRLICTUPE F-11TP1131)] 6 1 49 LF 2" CPEP SO @ 0.57%:
f361 LF 18"-CPEP SID @ 0,60%
0I
:
WHERE NOTE D '-IN PLANS, AND/OR PROFILES, RELOCATION UGP 74 LF 18" CEP So @ 0.75%
/-)F PRO IATE UTILITIES SHALL BE BY OTHERS. Urp JGT
... ............ ...... .........
-'PE-J ... ............ .... . ...... ...... TYPE I
71HALL JAINTAIN MINIMUM OF 6" BETWEEN
STA. 115.02, LT. 17�
'L T P
11"' WATER IAAIN/�IANIIARr SEWER AND 12" & 18" STORM DRAIN. BI-DIRECTIONAL VANED GRATE 8" SF L-31 LF 12" CPFP SD @ 1-3% STAY 116+72, LT, 18
5" CB # 2B, TYPE I BI-DIRECTIONAL VANED GRATE
F� RIM EL. j3.38
1,,EEP MINIMUM CF 3"-6" VERTICLE CLEARANCE BETWEEN GAS LINES: 24" WATER sEWER RIM
4NED STORM PIPE. STA 55+06, RT 8' STA. 115+0�, RT. 17' 12" (S) IE:=30.75 12" GAS 1'. NEW 12" WATER 34,
BI-DIRECTIONAL VANED GRATE 12" IS' I E 31-51
CONNECT TO EX. MH: 12" (N) IE 31.60
(APPROX.'DEPTH) CB#�B, TYPE I
SE WILL PROVIDE FIBERGLASS REINFORCED PLASFIC (FRPi ......... -TY-PE-2-,-4&! ......... .�IM.EL: ...... .... : .... 1... . . - . ...... .7
N �,I ILA ................... ST4., RT.'1'8 .......
_1IC&I SPACERS BETWEEN 12" GAS LINE AND 12 STORM LINE. 3 55 12" (N*) IE =-30.40 5: il6+*6q'
RIM EL:. = 55J2
. I :' L 81-DIRECTIONAL VANED GRATE
_)l' T ACTOP SHALL PLACE CDF BACKFILL BEPNEEN 12" HIP CDF BACKF RIM EL. 34.24 +
R
_A� LINE ANC "?' STORM DRAIN AS DIP (TO BE REMOVED
DIRECTED BY ENGINEER.
18" (N):IE � 27.90
12" M 1E 32.00
EX. 11" SO 110 WITHIN LIMITS OF
(TO BE RE116VED) SD WAs TRENCH) FIBER OPTIC DUCT BANK - _7
GAs WATER
TE
.... APPROX: DEPTH) ... ...... I
. ..... 3.0 _T ............ -WATER-J
J_L 0. .............. .......... ........ ....... 3- 0': . ....... ...... ..........
7 HE SHPLL BE RESPONSIBLE FOR VERIFYING SS 4" GAS -'TO BE RELOCATED DY PSE I, UGT.
L J -N, Dj[,AFNSJON, AND DEPTH OF ALL EXISTINl-, 16 LF 12" C�El 20 LF 12- CPEP
49 CIF 18" SO CPEP 0.55%
_ATIO SD @ 1. 0% 18 :LF 12" DIP
-:� WIT 111!N THE PROJECT. WHETHER SHOWN ON THESE
TIE' q q 2 169 17 LF 12" DIP SID @ 01%
-!TIES AND ��URVEONC
N�, -Pi P,_,THOLING THE UTII. 4" GAS SD @ 1.0% 'D, GISTS SD @ 0. 18%
—179
A—
EX
',�EPTIIIA_ 'NE ....... ..................... .......... (TO BE RELOCATED BY PSE).L--:� .12".WATtH NEW 12" WATER
L PIZ� OR T6 CONSTRUCTIOIN ..... . ... .... NAL . ...... ... . ................................... ....... I .
jNTAL 1 0�_ATION PRIOR ...... .................................... .... ........... . .. ........
ri 1-1:' IT:E� DN
_' SHONN : THE PI AN�_, ARE BASED UPON' THE 12" SS
D PIJBL1(_ INF -.PMATION AND ARE SUBJECT TO VARIATION.
ONVERIFIE RECOMME7NED FOR APPROVAL
IF _'_)NFLICTS _;&CUF CONTRACTOR SHALL CONSULT THE
EN11� . INEER fl-, RESOL✓F THE PROBLEM PRIOR TO
P"�I',:-EE, N _� WTH -C -TR -TION.
_)NIE I IJ STORM WA T 'DATE
u7Ty
r
—M MAINTENANCE MANAGER DAM
.... . .....
Lu
IN;7
ii
CB
CONNECT #2A CB TO EX. SD
—
CB#s
CB#8B
PLOG EX. SD (SW)
REMOVE EX. CB AND REPLACE
M
m
cyl
'\—CONTRACTOR SHALL RESTORESIDEWALK
AND LANDSCAPE IN THIS AREA
I I
lonc.
T
SCALE
Horiz. 1" = 20' 0 272 6PI
Vert. 1 5'
I 'I + 0
14+00 �:It + I 6 +0C
....................... ............................. ................... .......... ....... ... r ..... ...... . . . .. ... .. .. . ... . . . ..
6 . WATER
CB#3, TYPE:2, 48" (TO BE ABANDONED)
STA. 116+58,'. RT. :>
CB #1 TYPE 2,.'48: CB #2, TYPE.2, 1-8 SOLID LOCKING LID CB#4, TYPE 2, 48"
Tc STA.'!16+69.:RT. l'
STA. 3
40 l, -28, RT. I- STA_ 115+02, RT_ I' RIM = 35.02'+
SOLID LOCKING LID SOLID �9(;�ING LID
SOLID.I_OCKING LID. ...... .. ................... ...... S :4U
....... ......... ............. ......... ....... 18" (W) !E � 31.67 ....... I RIM = 35+00.± w .. ... ...
I ALL T,'PE 2' 1--B S SHALL HAVE SOLID LOCKING LIDS. Rim - 34m +
T jl� IE = 28-t6 18" (W) IE 30.25 12` (N) IE = 31.07 12" (E) IE 3:1.47
J. P PROFILES ARE ALONG PIPE LINES. t2 (N) 1
ALL CB i _:RATES SHALL BE SET 0.1 FEET BELOW 18" (S) IE = 28.1b 18" (E) IE 30.25 W ATER 1,F.H-) 2" (IN) IE = 3L47 m
ADJACENT R&,ND LEVEL (8" (E) IE = 28.04 6" SO (ABANC')ONED) 12" (N) IE 3l (T 0- BE ABANDONED) .2' GAS 12" (NE) IE -31.47
7 (TO BE RELOCATED I M
ADJUST TYPE I r B'� j 12" (S) IE z� 30.25 12- (S) IE 3�ic)7 -Z
i B
S 70 LOCATE AT LOW POINTS,
N FLOW LINES, EXISTING UTILITIES. ......... ......... ........ ...... .......... Y PSE)
AND TO CLEAR ............... ....... .............. .....
GRADE AT CENTER LINE.
17. 1 . U
JNTPACTaR SHALL RESTORE ALL LANDSCAPING, — — — — — — — — — — — —
0
ANDI JIRLICTUPE F-11TP1131)] 6 1 49 LF 2" CPEP SO @ 0.57%:
f361 LF 18"-CPEP SID @ 0,60%
0I
:
WHERE NOTE D '-IN PLANS, AND/OR PROFILES, RELOCATION UGP 74 LF 18" CEP So @ 0.75%
/-)F PRO IATE UTILITIES SHALL BE BY OTHERS. Urp JGT
... ............ ...... .........
-'PE-J ... ............ .... . ...... ...... TYPE I
71HALL JAINTAIN MINIMUM OF 6" BETWEEN
STA. 115.02, LT. 17�
'L T P
11"' WATER IAAIN/�IANIIARr SEWER AND 12" & 18" STORM DRAIN. BI-DIRECTIONAL VANED GRATE 8" SF L-31 LF 12" CPFP SD @ 1-3% STAY 116+72, LT, 18
5" CB # 2B, TYPE I BI-DIRECTIONAL VANED GRATE
F� RIM EL. j3.38
1,,EEP MINIMUM CF 3"-6" VERTICLE CLEARANCE BETWEEN GAS LINES: 24" WATER sEWER RIM
4NED STORM PIPE. STA 55+06, RT 8' STA. 115+0�, RT. 17' 12" (S) IE:=30.75 12" GAS 1'. NEW 12" WATER 34,
BI-DIRECTIONAL VANED GRATE 12" IS' I E 31-51
CONNECT TO EX. MH: 12" (N) IE 31.60
(APPROX.'DEPTH) CB#�B, TYPE I
SE WILL PROVIDE FIBERGLASS REINFORCED PLASFIC (FRPi ......... -TY-PE-2-,-4&! ......... .�IM.EL: ...... .... : .... 1... . . - . ...... .7
N �,I ILA ................... ST4., RT.'1'8 .......
_1IC&I SPACERS BETWEEN 12" GAS LINE AND 12 STORM LINE. 3 55 12" (N*) IE =-30.40 5: il6+*6q'
RIM EL:. = 55J2
. I :' L 81-DIRECTIONAL VANED GRATE
_)l' T ACTOP SHALL PLACE CDF BACKFILL BEPNEEN 12" HIP CDF BACKF RIM EL. 34.24 +
R
_A� LINE ANC "?' STORM DRAIN AS DIP (TO BE REMOVED
DIRECTED BY ENGINEER.
18" (N):IE � 27.90
12" M 1E 32.00
EX. 11" SO 110 WITHIN LIMITS OF
(TO BE RE116VED) SD WAs TRENCH) FIBER OPTIC DUCT BANK - _7
GAs WATER
TE
.... APPROX: DEPTH) ... ...... I
. ..... 3.0 _T ............ -WATER-J
J_L 0. .............. .......... ........ ....... 3- 0': . ....... ...... ..........
7 HE SHPLL BE RESPONSIBLE FOR VERIFYING SS 4" GAS -'TO BE RELOCATED DY PSE I, UGT.
L J -N, Dj[,AFNSJON, AND DEPTH OF ALL EXISTINl-, 16 LF 12" C�El 20 LF 12- CPEP
49 CIF 18" SO CPEP 0.55%
_ATIO SD @ 1. 0% 18 :LF 12" DIP
-:� WIT 111!N THE PROJECT. WHETHER SHOWN ON THESE
TIE' q q 2 169 17 LF 12" DIP SID @ 01%
-!TIES AND ��URVEONC
N�, -Pi P,_,THOLING THE UTII. 4" GAS SD @ 1.0% 'D, GISTS SD @ 0. 18%
—179
A—
EX
',�EPTIIIA_ 'NE ....... ..................... .......... (TO BE RELOCATED BY PSE).L--:� .12".WATtH NEW 12" WATER
L PIZ� OR T6 CONSTRUCTIOIN ..... . ... .... NAL . ...... ... . ................................... ....... I .
jNTAL 1 0�_ATION PRIOR ...... .................................... .... ........... . .. ........
ri 1-1:' IT:E� DN
_' SHONN : THE PI AN�_, ARE BASED UPON' THE 12" SS
D PIJBL1(_ INF -.PMATION AND ARE SUBJECT TO VARIATION.
ONVERIFIE RECOMME7NED FOR APPROVAL
IF _'_)NFLICTS _;&CUF CONTRACTOR SHALL CONSULT THE
EN11� . INEER fl-, RESOL✓F THE PROBLEM PRIOR TO
P"�I',:-EE, N _� WTH -C -TR -TION.
_)NIE I IJ STORM WA T 'DATE
u7Ty
r
—M MAINTENANCE MANAGER DAM
.... . .....