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R = 236.62' - - -- = ii' ��$` g� R = 520.30'
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CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES:
1. ALL WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS.
ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL
STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT
THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND /OR DETAILS.
2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS
OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS,
STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO
REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED
CITY RIGHT -OF -WAY.
3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON.
UTILITY CONTACTS
Beehive Inlet
UTILITY
COMPANY
CONTACT
PHONE NO.
GAS
VECTREN
RANDY CRUTCHFIELD
317 - 776 -5560
ELECTRIC
DUKE ENERGY
SHIRLEY HUNTER
317 - 896 -6711
TELEPHONE
AT &T
STEVE KREBS
317- 544 -8683
WATER
CARMEL UTILITIES
PAUL PACE
317 - 733 -2855
SANITARY
CLAY TOWNSHIP REGIONAL WASTE
I RYAN HARTMAN
317- 844 -9200
STORM
ICITY OF CARMEL ENGINEERING DEPT.
I GARY DUNCAN 1
317 - 571 -2441
=mac =p °mac
`mss--- - - - = ==
R = 328.19' o = E pRIVA� ORIVE.�'' -'
_�
L = 109.83' oo (6 1•
O 1.
(n -' - --
_ R = 374.20'
_ -
_17 ` - - - - - -- _- - _~ - - -- L = 150.71'
BENCH INFORMATION
('88 datum)
B@O ZE
R DISK SET IN THE TOP OF THE NE CORNER OF A
CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE
RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7
RAILS SOUTH OF 111TH STREET, 10 RAILS NORTH OF THE
CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF
MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG
THE RAILROAD.
STAMPED "Y 42 1934 ".
ELEV = 838.62
ACE TBM 50 CHISELED SQUARE E. SIDE LIGHT POLE CONC
BASE 250'± S. OF N.E. CORNER SITE AND 30'± E. OF EAST
R.
ELEV = 845.34
ASI TBM 80
CHISELED SQUARE ON NORTH SIDE LIGHT POLE BASE; ±300'
EAST OF PENNSYLVANIA STREET ON SOUTH SIDE JOHN KIRK
FURNITURE BUILDING.
ELEV = 857.65
ASI TBM 81
CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE
PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST
MOST OF TWO FIRE HYDRANTS.
ELEV = 860.20
NOTES:
1. CONTRACTOR SHALL PROTECT AND NOT DESTROY
THE PROPERTY CORNER MONUMENTS AND
BENCHMARKS DURING CONSTRUCTION. RELOCATE
IF NEEDED TO FACILITATE CONSTRUCTION.
2. CONTRACTOR TO VERIFY LOCATION, SIZE AND
DEPTH OF EXISTING UTILITIES PRIOR TO
COMMENCING ANY CONSTRUCTION. CONTACT
ENGINEER IF VARIATION EXISTS.
CAUTION II
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 -
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.
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 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 DRAIN LINES AND ALL UTILITY LINES SHALL BE BACKFILLED
COMPLETELY WITH GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
7. 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, STANDING WATER 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.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
13. CONTRACTOR SHALL ENSURE NEW LIGHT POLES INSTALLED DO NOT CONFLICT WITH STORM
SEWER OR OTHER UTILITIES PRIOR TO INSTALLATION.
14. CONTRACTOR SHALL PROVIDE ALL CONDUITS FOR NEW UTILITY SERVICES AS REQUIRED BY
THE UTILITY COMPANY
15. BACKFLOW PREVENTERS SHALL BE PROVIDED INSIDE THE BUILDING. (REFER TO MEP PLANS)
16. ALL NEW FIRE HYDRANTS MUST BE AVAILABLE, ACCESSIBLE, AND IN SERVICE PRIOR TO
COMBUSTIBLE MATERIALS DELIVERED ONSITE.
EXISTING TOPOGRAPHY LEGEND
PROPOSED UTILITY LEGEND
-SAN-
Beehive Inlet
-SD-
Fire Hydrant
®
Curb Inlet
j`
Sprinkler Valve
Q
Lid
o
Stand Pipe
•
Guard Post
a
Buried Electric Line
QS
Sanitary Manhole
t
Buried Telephone Line
v
Sign
w
Buried Water Line
Coniferous Tree
tr
Top Of Rim Elevation
t
Tree Stump
inv
Invert Elevation
"T
Deciduous Tree
rcp
Reinforced Concrete Pipe
jE(
Electric Box
vcp
Clay Pipe
Ground Light
cpp
Corrugated Plastic Pipe
Light Pole
pvc
Plastic Pipe
®
Transformer
®
Telephone Handhole
Q
Telephone Manhole
--Cr-
Telephone Marker
-a
Telephone Pedestal
PROPOSED UTILITY LEGEND
-SAN-
SANITARY SEWER LINE
-SD-
STORM DRAIN PIPE
G
GAS LINE
E
ELECTRIC LINE
T
TELECOMMUNICATIONS LINT
W
WATER LINE
0
GAS METER
HELECTRICAL
TRANSFORMER
04
VALVE
C(
HYDRANT
0
MANHOLE
°=
LIGHT POLE (REFER TO
LIGHTING PLAN)
FIRE DEPT. CONNECTION
t
POST INDICATOR VALVE
PROPOSED UTILITY KEYNOTES
O 8" PVC SDR -35 SANITARY LATERAL ® 0.45% MIN.
O2 WYE CONNECTION ® MAIN
�3 TYPE I SANITARY CLEANOUT
C° 8" PVC SDR -35 SANITARY MAIN (REFER TO PLAN & PROFILE -
SHEET C.302)
�5 GREASE INTERCEPTOR
O6 GAS METER (COORDINATE WITH MEP PLANS)
a7 GAS LINE (SIZE PER MEP PLANS)
O 6" C900 FIRE DEPT. CONNECTION LINE
O9 FIRE DEPT. CONNECTION (5" STORZ WITH 30" TURNDOWN AND 5"
KNOX LOCKING CAP PER CARMEL FIRE DEPT. REQUIREMENTS)
10 GATE VALVE
11 POST INDICATOR VALVE
12 4" C900 DOMESTIC WATER LINE
13 6" C900 FIRE SERVICE LINE
14 8" x 6" TEE
15 8" x 4" REDUCER
16 20 L.F. OF 4" PERFORATED UNDERDRAIN
17 8" C900 WATER LINE
18 FIRE HYDRANT ASSEMBLY (PAINTED RED)
19 45' BEND & CONCRETE THRUST BLOCK
20 TAP EXISTING 20" MAIN PER CITY OF CARMEL STANDARDS
21 DIRECTIONAL DRILL WATER LINE BENEATH PENNSYLVANIA STREET
22 REMOVE AND REPLACE EXISTING CURB & SIDEWALK AS REQUIRED
FOR WATER CONNECTION. REPLACE PER CITY OF CARMEL
STANDARDS.
23 CONTRACTOR TO ENSURE VERTICAL CONFLICTS DO NOT OCCUR. 18"
MIN. VERTICAL SEPARATION REQUIRED BETWEEN
WATER /STORM /SANITARY CROSSINGS
24 ELECTRIC TRANSFORMER WITH CONCRETE PAD (COORDINATE WITH
UTILITY PROVIDER)
25 GENERATOR (REFER TO MEP PLANS)
26 ELECTRIC SERVICE (COORDINATE WITH MEP PLANS AND UTILITY
PROVIDER)
27 CONNECT TO EXISTING ELECTRIC SERVICE AS DIRECTED BY UTILITY
COMPANY
28 TELECOMMUNICATIONS SERVICE (COORDINATE WITH MEP PLANS AND
UTILITY PROVIDER)
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DATE:
05/17/2013
DRAWN BY.
JCS
CHK'D BY.
RLN
JOB NO.
2013.00569
I REVISIONS
UTILITY
PLAN
SHEET NO.
C.300