HomeMy WebLinkAboutVINE_HEALTHARE_ADDITIONS-C2.2-SITE-UTILITIES® CONTRACTOR TO COORDINATE WITH DUKE ON
INSTALLATION OF NEW POWER POLE AT SE
CORNER OF ALLEY/1st STREET NW INTERSECTION
FOR 17- ENO -01 (VEFERANS WAY)
® CONTRACTOR TO COORDINATE
INSTALLATION OF STIR 39 WITH CITY PF
CARMEL AND G.C. FOR 17-ENG-01
(VETERANS WAY PROJECT)
8 CARMEL SAN SITE. SS-12
T.O.C. 825.82'
EXIST. IO' INV.=818.21' (VERIFY)
NEW I O'PVC INV. OUT =818.21'
TYPE "I"SAN MH PER SPEC.
SEE ARCH PLANS FOR INTERIOR LAYOUT,
AND BUILDING DIMENSIONS
NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
ITRACTOR TO COORDINATE WITH DUKE ON
FECTION OF EXISTING POWER POLE & GUY
'S ADJACENT TO NEW ADARAMP FOR NEW
B CUT & INSTALLATION OF SERVICE
CARMELSTORMSTR. 40 A
T.O.C.= 825.82E
EXIST. IS" RCP E-W INV. =816.20E (VERIFY)
NEW 15"FOR S INV. OUT=816.15'
TYPE CA PER INDOT SPEC.
r CARMEL STORM STIR. 39
IT.O.C.= 825.88E
EXIST. 42" RCP E-W INV. = 813.77' (VERIFY)
NEW 12"POP S INV. IN=820.32'
TYPE KA PER INDOT SPEC.
PROVIDE 93'-(3)2" PVC CONDUITS
TO NEW METER A. DISCONNECT.
VERIFY TYPE. SIZE & LOCATION WITH
UTILITY
r
Ex. STORM SEWER CARMELIB — — — — — — — — — -
- — — — — — — — — — — ::NIB
— ---4
42" 7 RCP W81 ].64' f — -
- — — — — — — ——7.7PR7DXI1AA7EC4-87L.F. 1"DOMESTIC / 5' 1331 /P
SERVICE TO BE WET TAPPED INTO EXISTING a -�
PROPOSED WATER TAPS & VALVE.
VERIFY TYPE, SIZE & LOCATION,
INSTALL ALL WATER PER CARMEL
DETAILS
PROVIDE IRICE VERTICAL
SEPARATION AT ALL WATER LINE
CROSSING LOCATIONS WITH ALL
SEWERS & UTILITIES
CONTRACTOR TO CONFIRM THE
LOCATION & DEPTH OF ALL UTILITY
CROSSINGS
MAIN, PROVIDE A AP VERIFY
AND SIZE & OP S
BOX WITHIN S'OFiAP VERIFY TYPE SIZE& ' xE
LOCATION
CONTRACTOR TO COORDI TE WITH DUKE ON
OF NEW POWER POLE FOR SINGLE F
E WITH VETERANS WAY PROJECT &
OF NEW OF SERVICE TO VINE H.C. e
I
GAS
THE 2' 2"
AND CONNECTION TO o
'.TIC MAIN VERIFY TYPE,
-OCATION WITH UTIUTY
I
to
I
I
I
I
I
LEGEND
PROPOSED DOMESTIC 1"WATER
METER SERVICE WITH AN INTERIOR
METER AND BACKROW RPZ
(INTERIOR) VERIFY TYPE. SIZE. &
LOCATION WITH CARMEL WATER.
B
L EYi51NG YIOLO IL1 RWY
$®�
STORM INLETS
1' PROPOSED CONTOUR LINE
®
STORM MANHOLE
5• PROPOSED CONTOUR LINE
®
SOIL BORING
��—�------
1• EXISTING CONTOUR LINE
A♦'
UTILITY POLE
— —
5• EXISTING CONTOUR LINE
p4
WATER VALVE
— GAS
EXISTING GAS LINE
QT
PHONE MANHOLE
PROPERTY LINE
•
UTILITY PEDESTAL
_ _
ADJOINER/SECTION LINE
FIRE HYDRANT
O
MANHOLE
—'-'—
RIGHT-OF-WAY LINE
—
CENTERLINE
oCO
CLEAN OUT
OW
WATER METER
SETBACK LINE
0
LIGHT POLE
EASEMENT
BOLLARD
E
EXISTING UNDERGROUND ELECTRIC LINES
ELECTRIC METER
OHP
EXISTING OVERHEAD UTILITY LINES
OO
GAS METER
+
EXISTING UNDERGROUND PHONE
pd
GAS VALVE
TO
EXISTING TELECOMMUNICATIONS
w
EXISTING WATER LINE
EXISTING SIDEWALK PAVERS
SANITARY SEWER LINE
— — —
— STORM SEWER
EXISTING CONCRETE
SAW CUT
•••
FLOW LINE
w
PROPOSED WATER LINE
PROPOSED ASPHALT SEE DETAIL 2/C6
PROPOSED SANITARY SEWER LINE
PROPOSED BUILDING ADDITION
D
PROPOSED STORM SEWER
PROPOSED GAS SERVICE
E
PROPOSED UNDERGROUND ELECTRIC
CONSTRUCTION LIMITS
170
PROPOSED FIBER OPTIC
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes
City
dCETTed
�VT�Vt�ORu'AWML
DATE: \ 09/24/19
NEW G.FS SERVICE TO NEW
METER
L
I
I
52 T.0 SEWER 389 LL
— — —
.68'
15M-8•BZ7
15' RCP N 819.00'
IS' RCP W 819.00E
-H STREET (plat) EX. STORM SEWER III
T. NW O.C.=828.65
L.
— x829
ADDITION
I
PLEASE MAKE APPLICATION FOR RELOCATION
OF GAS SERVICE LINE BY CALLING OUR NEW
SERVICE CENTER AT 1-800-990-1930. IF ADDING
ADDITIONAL LOAD PLEASE GIVE THAT
INFORMATION TO THEM AS WELL.
EXISTING WATER SERVICE NEEDS TO BE
ABANDONED Q THE WATER MAIN WITH FULL
CIRCLE STAINLESS STEEL REPAIR CLAMP
CONTRACTOR SHALL PROTECT THE EXISTING
CITY DUAL DUCT BANK IN THE RIGHT -OF-WAY.
IN THE EVENT OF CONFLICT WITH THE
PROPOSED IMPROVEMENTS, RELOCATION OF
THE DUAL DUCT BANK AND ALL
ASSOCIATED/APPURTENANT/ANCILLARY ITEMS
SHALL BE THE SOLE RESPONSIBILILTY OF THE
DEVELOPER SUBJECT TO REVIEW AND
APPROVAL BY THE CITY.
HOLEY 44OLEY SAYS
"DIG SAFELY"
"IT'S THE LAW"
CALL BEFORE YOU ING
811
KNOW MWATX BELOW
PER MOWN STATE LAW iC6-I-06.
Il IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING ME UNOERGRWNO
LOCATION SETmCE TWO (2) WORKING DAYS
BEFORE COMMENCING WORK.
C&L I-590-362-5544 to scMOUM
o Wole moves?
SANITARY SEWER LATERAL NOTES
1. SANITARY SEWER LATERAL CONSTRUCTION SHALL CONFORM TO CLAY TOWNSHIP REGIONAL
WASTE'S(CTRW) WASTEWATER SEWER SPECIFICATIONS AND SHALL PREVAIL AS TO MATERIALS AND
METHODS OF CONSTRUCTION.
2. SANITARY SEWER LATERALS SHOWN WERE DESIGNED WITH PVC PIPE IN ACCORDANCE WITH (SDR
26) AND SLOPE A MINIMUM OF I FEET/100 FEET.
3. ALL PVC JOINTS SHALL BE PREMOLDED, MANUFACTURED AND INSTALLED IN ACCORDANCE WITH
ASIR C-425-6 OT.
4. WHERE WATER LINES AND SANITARY SEWER LINES RUN PARALLEL WITH ONE ANOTHER, A
MINIMUM OF 10 FEET HORIZONTAL SEPARATION SHALL BE MAINTAINED.
5. NO ROOF DRAINS, FOOTING DRAINS AND/OR SURFACE DRAINS MAY BE CONNECTED TO THE
SANITARY SEWER SYSTEM INCLUDING TEMPORARY CONNECTIONS DURING CONSTRUCTION.
6. BUILDING SHALL BE SERVICED BY A 6" MINIMUM SANITARY SEWER LATERAL. THE ENDS SHALL
BE PLUGGED AND SEALED WITH WATER TIGHT PLASTIC DISC. WYES ARE TO BE TILTED UP 45
DEGREES FROM HORIZONTAL, WITH SUITABLE FITTINGS FOR ALL CHANGES IN DIRECTION.
7. CLEAN OUTS SEE DETAILS IN CTRW STANDARDS SHALL BE PROVIDED EVERY 100 LINEAL FEET
OF LATERAL AND AT EACH BEND GREATER THAN 45 DEGREES.
ARMEL ENGINEERING NOT
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF
THE CITY/INDOT AT THE COMPLETION OF THE PROJECT. THE CONTRATOR IS ENCOURAGED TO
INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT
THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
NO EARTH DISTURBING ACTMTY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE
UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE
FOOT OF THE RIGHT-OF-WAY LINE.
AFN
PROPOSED SITE UTILITY PLAN IF
GRAPHIC SCALE
0 10 m 40 e0 IW
( IN FRET )
inch = 20 U.
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DRAWN BY: TEN
CHECKED BY: ALD
PROJECT No.
1805-008
SHEET No.
C2R2