HomeMy WebLinkAboutC1.1 - Utility Plan - Rev 4 12-17-20 � I o000
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48" DIA FLAT TOP MH ABANDON EXT'G WATER }
SERVICES AT MAIN FOR m
RIM 4825.75 HOT TAP EXT'G WATER
ALL SERVICES NOT TO BE
EXT'G TER 18" INV IN (E) 4818.9 USED, PER C.O.B. STDS. MAIN AND INSTALL 8" D.I. 3 U 0 0
z m
21" INV OUT (W) 4818.9 WATER MAIN EXTENSION.
XX" ROOF DRAIN (S) INV -TBD CURB INLET SEE ADDTIONAL SHEETSL _ a
X 18" SUMP _ TBC 4823.1 FOR WATER MAIN DESIGN
15" INV IN (E) 4819.44 w
w w w w w ww w www w w w w w w w w 18" INV OUT (W) 4819.44 w w w w w w w ww w w w w w�i
EXT'G CURB SCALE a 3 3
FALLONST. SD PIPE A 12' P.U.E. w w = w w
CURB INLET EXT'G 60 /R W 15" PVC SD S
S 0 15' 30' fi0' z w w w
'G 5-0.3% 7D
TBC 4821.6 SIDEWALK SETBACK
21" INV THRU 4818.64 - __--- - -- SD PIPE B _ 1"=30' �_ _� 3 �_ 1_
_. SD PIPE D 18" PVC SD
21" PVC SD 5-0.3% '---- CURB INLET
_ SD PIPE E— S=0.22% TBC 48 26 rrr
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3
U U V
3
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c-FI o 0 0
21" PVC SD G-FI c-FI c FIB •r' _ _ _ 18" INV2OUT 4819.60
EXT'G 21"� S=0.25%_ — - - _ — _ — _ - - _ _ — _ - - F==GFIE - -cF fi
_ G_ N _ FI?r G- — _— A ROW BOLT STORM :-c D sosD D v `-
. SID �56-� SD SD --- } --- - �iG-Flo—F"G-FIE-- > > >DRAIN ss ��-- — _ T r,-I E EV=4826.71
EXT'G STORM _ ® 6 I I 0
g 5 10 �PRPUBLCD UTILITY
DE
DRAIN OUTLET - I m EASEMENT
RIM 4820.07 21" INV OUT PROPOSED 30' WIDE I I
W/FETS 4818.58 7 II I I PROPOSED 30' WIDE
RIPRAP OUTLET PUBLIC ACCESS -f. I I PUBLIC UTILTIY
EASEMENT EASEMENT FUTURE �� //
I !�� I FUTURE UNDERGROUND CHRIS G.
PIPES C (4 PIPES) 0.0 I I o•o o-0 0-0 ����' STORMWATER FACILITY. NOT euoe
12" PVC SO I I BLDG SITE I CONSTRUCTED WITH THIS R".i zs de
5' SIDEYARD I I CONTRACTOR TO VERIFY ROOF ' g g g 9 9 9 9 l y I I I PROJECT
SETBACK DRAIN OUTLET PIPING SIZE PR POSED 0' WIDE I I S�,CEASfo
I
AND LOCATION PRIOR TO RAIL EXT'G 8" PVC PROPOSED 8" D.I.
L — J WATER MAIN EXTENSION
IF CONSTRUCTION AND ADJUST M NT' SAN SWR MAIN
10' UTIL SITE PIPING TO MATCH. I
EASEMENT ' 10' WADE 10' WADE — PROPOSED — — ' DRAWN BY: CGB
SETBACK---- 30, WIDE 10 FRONTYARD I I REVIEWED BY: BILE
—PUBLIC UTILITY d
I ETBACK
—�_ EASEMENT I PROJECT ENGINEER CGB
®15 PVC _ _ _ _ zEii I(� 3 I DESIGNED BY:CGB
OVERFLOW PIPE I I G B" PVC I L
SAN S MAIN -
S=1.0% L=20' PROPOSED 1,500 GALLON S� S S S FUTURE
INV IN 4821.50I I GREASE INTERCEPTOR. CONFIRM L J h
INV OUT 4821.30 ® SIZE WITH MECH. DESIGN I''— '— PARKING '�J
INSTALL FETS AND I I °'O PRIOR TO INSTALLATION ao 0.0 LOT I- 7
RIPRAP OUTLET TO PROPOSED 4" SAN SWR T T
BOTTOM OF BANK I I PROPOSED 6" SAN SWR u
-�
SERVICES. S=2% MIN. a
INSTALL C.O.'S PER SERVICE S=2% MIN.
6 6 1 I INSTALL C.O.'S PER 6 6 6 6 } -PHASE LINE _ = s
C.O.B. STDS. �I
C.0.6 STDS. CONNECT 9 6
s ss s� I TO EXT'G MAIN. + 6 13
o 0
w f� F
PROPOSED 2" COPPER WATER
AND 6" D.I. FIRE SERVICE. EXT'G 8" SAN WATER " D.I _0.0 r' i� `O
o
VERIFY PIPE SIZE WITH MECH. 1 — SWR MAIN I '�� (s��
III PLAN PRIOR TO CONSTRUCTION �i W
II • �� \Y^ FUTURE �� I FUTURE UNDERGROUNDP-4
3 PROPOSED 30' WIDEI BLDG SITE
- PUBLIC UTILTIY STORMWATER FACILITY. NOT
OPEN SPACE AREA: EASEMENT _ ACONSTRUCTED WITH THIS
1,877 SF PATIO IO 1 �� I li i%jl �i 'L PROJECT b W
31 INDIVIDUAL SEATS 7 1 BASE 0
EXT'G STORM � o
3
DRAIN OUTLET � _ � � _ / � .� 8 6 6
k...� ..:fu -
4821.07 3 :) � ®� ��l® - � � I I
S J- Fi
1 PV Li
EXT'G 2" C ENTER
STORM DRAIN
r
10
FRONTYARD EXT'G SIDEWALK N
w�\ w m w- w w w w w w w w ' -wyw w ww ww w w
SETBACK EXT'G CURB & GUTTER
(IS Gs G' EXT'G 8" D.I. Gs as T G Gs Gs CIS G EXT'G SIDEWALK FIELD ST.
WATER MAIN EXT'G 21" PVC 10' UTILITY EASEMENT 60' R/W
EXT'G SDMH STORM DRAIN ALONG EXTERIOR BOUNDARY
RIM 4825.12 EXT'G 8" UNLESS NOTED EXT'G ROUNDABOUT
INV OUT 4821.38 - •WATER MAIN— '
CONSTRUCT CURB INLET
OVER EXT'G STORM DRAIN
TBC 4824.96
INV THRU 4821.26
FIELD VERIFY PIPE INVERT b N
PRIOR
O CONSTRUCTING
CURBIN H
LEGEND m00
•——PROPERTY BOUNDARY (�
—UTILITY EASEMENT (-I
— — —ACCESS AND DRAINAGE EASEMENT Ra
00
PWR——UNDERGROUND POWER LINE �^p
----UG-FID---UNDERGROUND FIBER OPTIC
GAS——UNDERGROUND GAS LINE
—w w—MUNICIPAL WATER LINE ® U Pa
S _SANITARY SEWER LINE - b Lra
SD STORM SEWER LINE
FOUND YPC UNLESS NOTED - lj
00
o CURB CHASE i
p UNDERGROUND FIBER OPTIC BOX
=gip STREET LIGHT " SHEET
-� ELECTRICAL TRANSFORMER
ELECTRIC METER CIA
9 BROADBAND PEDISTAL OWN AND COUNTRY
H WATER VALVE UTILITY PLAN
® CURB STOP
® SEWER MANHOLE PROJECT:18-121
,a FIRE HYDRANT : DATE:04-30-19