HomeMy WebLinkAbout09050022 C3.1 Utility PlanKIEL
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL
CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION
TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS- BUILT /RECORD DRAWINGS
SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES
IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL
FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION
OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND
AS APPROVED BY THE CITY OF CARMEL.
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67 L.F. OF 6" PVC
SANITARY LATERAL 0
1.0% SLOPE MIN.
SAN I
1% SLOPE MIN.
TYPE 3 SAN.
CLEANOUT
INV =871.80
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TYPE 3 SAN.
CLEANOUT
INV =872.09/'
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36 L.F. OF 6" PVC
SANITARY LATERAL 0
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INV =863.7
TYPE 3 SAN.
CLEANOUT
INV= 871.16
INV= 871.13
100 L.F. OF 6" PVC
SANITARY LATERAL 0
1% SLOPE MIN.
FIRE
HYDRANT
ASSEMBLY
6" FIRE LINE
STM. STR. #6
UTILITIES TO B
-BORED BENEATH
ROAD
PROPOSED BULDING
SEE SANITARY LATERAL 58,280 S.F.
BUILDING CONNECTION 4.5 AC±
DETAIL F.F.E.= 879.95
6" FIRE LINE (SIZE TO BE
VER IFIED)
CONTRACTOR TO COORDINATE
ELECTRIC, TELEPHONE AND
CABLE CONNECTIONS WITH CITY
SERVICE PROVIDER
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CONTRACTOR TO COORDINATE
TAPPING SLEEVE AND VALVE
INSTALLATION WITH WATER
COMPANY
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STM. STR. #11
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CONTRACTOR TO COORDINATE WITH
VECTREN ON GAS SERVICE LINE AND
CONNECTION.
STM. STR. #10
STM. STR. #9
FIRE
HYDRANT
ASSEMBLY
THRUST BLOCK
REQ'D. TYP.
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WATER SERVICE
CONNECTION DETAIL
SCALE: 1 =10'
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SANITARY LATERAL BUILDII4Q CONNECTION DETAIL
SCALE: 1"=10'
PROPOSED UTILITY LEGEND
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W
GM
SANITARY C.O.
TOR= 879.80
I NV=872.00
SANITARY C.O.
TOR= 879.75
INV= 871.80
SANITARY SEWER LINE
GAS LINE
ELECTRIC LINE
TELEPHONE LINE
WATER LINE
GAS METER
ELECTRICAL TRANSFORMER
VALVE
WATER METER PIT
MANHOLE
PROPOSED LIGHT
NOTE:
DOUBLE CHECK ASSEMBLY FOR FIRE PROTECTION
LINE AND BACKFLOW PREVENTORS AND WATER
METERS FOR DOMESTIC SERVICE LINE TO BE
LOCATED INSIDE THE BUILDING. REFER TO FIRE
PROTECTION PLUMBING PLANS FOR EXACT
LOCATION DETAIL. FIRE PROTECTION ENGINEER
TO COORDINATE LOCATION OF F.D.C. W/ LOCAL
FIRE MARSHAL.
NOTES:
1. CONTRACTOR TO COORDINATE UTILITIES 0
BUILDING LOCATION WITH ARCHITECTURAL
AND MEP PLANS.
2. REFER TO FIRE PROTECTION AND PLUMBING
PLANS FOR FIRELINE AND DOMESTIC WATER
LOCATIONS AND SIZES.
WATERMAIN LOCATION TO BE
FIELD VERIFIED. CONTACT
ENGINEER AND WATER
COMPANY IF A CONFLICT
EXISTS
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BEC
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P.
R.
L.
FND.
SCALE: 1 =40'
0'
BUSTING LEGBD
SANITARY SEWER MANHOLE
STORM SEWER; END SECTION, INLET M.H. c
GAS LINE
WATER LINE
ELECTRIC LINE (AERIAL)
TELEPHONE LINE (AERIAL)
CABLE TELEVISION (AERIAL)
BURIED TELE. CABLE
BURIED ELEC. CABLE
BURIED CABLE TV
RIGHT OF WAY LINE
EASEMENT LINE
CENTER LINE
GM
RIO
DEED DIMENSION
MEASURED DIMENSION
PLAT DIMENSION
RADIUS
ARC LENGTH
FOUND
o DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET.
CAP STAMPED "P.1. CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED.
0 DENOTES A MAG NAIL W /SHINER SET. SHINER STAMPED "P.I CRIPE FIRM
NO. 0055" UNLESS OTHERWISE NOTED.
PROPERTY CORNERS WERE ONLY SET FOR THE INDIGO HOTEL PROPERTY
40'
0 POWER POLE
GUY WIRE
TELEPHONE RISER
UTILITY RISER; ELEC. CTV
ELECTRIC TRANSFORMER
STREET LIGHT
LIGHT POLE
FIRE HYDRANT
VALVE; GAS WATER
STREET SIGN
ELECTRIC MANHOLE
TELEPHONE MANHOLE
SEWER CLEANOUT
WATER METER
GAS METER
ELECTRIC METER
PIPELINE MARKER POST
PIPELINE PATROL PLANE MARKER
PIPELINE CASING VENT
PIPELINE TEST STATION
1
80'
FLOOD LIGHT
TRAFFIC SIGNAL
MAILBOX
SPRINKLER HEAD
GENERAL UTILITY NOTES
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES
HAVE BEEN INSTALLED, AND STORM WATER MANAGEMENT PERMIT IS ISSUED.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL)
IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND
IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY
COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES
SO AS NOT TO CAUSE DAMAGE.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. ALL VERIFICATIONS (location, size and depth SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO
A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT
AND OBSERVE DURING CONSTRUCTION.
6. TRENCHES FOR ALL STORM DRAINS SHALL BE BACKFILLED IN ACCORDANCE
WITH THE CITY OF CARMEL'S 10 -28 BACKFILL DETAIL FOUND ON SHEET C6.3.
AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT
ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL.
THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE
TIME OF CONSTRUCTION.
8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"
CONDITIONS.
9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE
ELEVATIONS.
10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL
STANDARDS.
13. WATER AND SEWER BACKFILL WITHIN LIMITS OF FUTURE RIGHT -OF -WAY
SHALL CONFORM TO CITY STANDARDS PER NOTES ON SHEET C3.2.
14. THERE SHALL BE NO WATER VALVES, FRAMES OR CASTINGS WITHIN THE
PAVEMENT, CURB OR SIDEWALK /ASPHALT PATH WITH THE EXCEPTION OF
CURB INLETS WITHIN THE EXISTING OR PROPOSED RIGHT -OF -WAY.
NOTE:
NO EARTH DISTURBING ACTIVITIES MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
NOTE:
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN
IN FOOT OF THE PROPOSED RIGHT -OF -WAY.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
CAUTION
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1 -800- 382 -5544
CALL TOLL FREE
INDIANA UNDERGROUND
01.1111. STRUCTUREPOINT
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256 -3957
TEL 317.547.5580 FAX 317.543.0270
www.structurepoint.com
BROWNING INVESTMENTS INC.
6100 W. 96TH STREET
SUITE 250
INDIANAPOLIS, IN 46278
INDIANA SPINE GROUP
MERIDIAN MAIN
CARMEL, INDIANA
CONSULTANTS
DRAWN BY.
CHECKED BY'
DATE. 05.22.09
ISSUED FOR.
ADLS STAFF REVIEW
PROJECT u'
mix!
UTILITY
PLAN
C3.1
FED BY 7
02009.00531
EEM
TMJ
DATE.
07/03/09