HomeMy WebLinkAbout17080193.15� IP
EXISTING LEGEND
COMBINATION POLE
--v-SIGN
® DRAINA/E MAN40LE
® SANITARY MANHOLE
FIRE HYDRANT
O STAND PIPE
F-- GUY WIRE
0 TEMPORARY BENCH MARK
® TELEPHONE HANDHOLE
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(D TELEPHONE MANHOLE
® UD
® TREE
P OST
POST
® WATER METER
b POWER POLE
BENCHMARK DATA t(NZ -B,))
HELD OPUS FILE 17-72630310 FOR ISP EAST FOR BASE /500.
AS TBM SO: RAILROAD SPn NORTH SDE POWER POLE
OD48-632 LOCATED AT SW CORNER CIF THE
INTERSECTION OF 105TH STREET AND MCPHERSCN
STREET,
FLEV.: B,T5.43
AS TBM 51: CHISELED 'X NW BCLT OF FM HYDRANT LOCATED
3150' WEST OF COMBS ROAD AT THE INTERSECTION
OF 108TH AND COMBS ROAD; 320' SOUTH OF f
OF 106TH STREET; 315' FROM f OF ASPHALT
DRIVE 1155E105TH STREET.
ELEV.: 84261
STORM SEWER NOTES:
1. ALL CASTINGS SHALL BE LABELED 'DUMP NO
WASTE - DRAINS TO WATERWAY
2. MANNINGS COEFFICIENT
D = 0.013
3. THE GRANULAR BACKFILL AREAS SHOWN IN
PLAN VIEW ARE AN ESTIMATE PROVIDED BY
THE ENGINEER. EXACT LIMITS OF GRANULAR
BACKFILL ARE TO BE DETERMINED IN THE FIELD
BY THE CONTRACTOR BASED ON TRENCH WIDTH
AND AS DIRECTED BY THE AUTHORITY HAVING
JURISDICTION.
4. STORM STRUCTRURES RECEIVING SUB -SURFACE
DRAIN SHALL HAVE BOTH PORTS CORE
DRILLED. T OR Y BLIND CONNECTIONS ARE
NOT ALLOWED.
5. 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 BACKFIU NG 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
GRANULAR BACKFILL
REQUIRED
GENERAL NOTES
1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
PROPERTY CORNER MONUMENTS DURING CONSTRUCTION.
2 CONTRACTOR TO VERIFY LOCATION, SZE AND DEPTH OF
EXISTING UTILITIES PRIOR TO COMMENCNRG ANY
CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS
3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION.
4. NO EARTH DISTURBING ACTOATIES MAY COMMENCE WITHOUT
AN APPROVED STORYWATER MANAGEMENT PERMIT. THIS
PRMCT IS SUBJECT TO THE CITY OF CARMEL
S7DRMWATER MANAGEMENT AND STORMWATER OUAUTY
ORDINANCE.
CA�70N I'
THE LOCATIONS OF ALL 00S'ING UNDERGROUNC J7JTES SHOW%
ON THIS PLAN ARE BASEL JPCN ABOVE GRIND EVIDENCE
(InalidFq, but not IYnNed to, merhaNe, Inbt4 W1Wm and mares
made upon theywnd by othan) AND ARE SPECULATIVE IN
E
NATURTHERE MAY ALSO BE OTHER MTNG UNDERGROUND
U71UTES TI
FOR WHICHHFRE IS NO ABOVE GROUND EVIDENCE OR
FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. 'HE
IXACT LOCATIONS OF SAID S05MG UNDERGROUND 'JTUTIES
SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL
CONSTRUCTION,
CALL TCL FREE
'811' OR 1-800-382-5544
- INDIANA UNDERGROUND -
HAND, INC.
(HAMILTON COUNTY
AREA
NEIGHBORHOOD
DEVELOPMENT)
347 South 8th Street, Suite A
Noblesville, Indiana 46060
O
f: ■ STRUCTUREPOINT
7260 SM --d 5tabon 11nd0 p1I.1 Indo , 46256
TEL 317.547.5560 FAX 31'.563 D270
w»wP1 —
HOME
m,cn Po 1—
HOME PLACE
HOUSING
EAST 105TH STREET 8L
MCPHERSON STREET
CARMEL, INDIANA 46248
CERTIFIED BY
ISSUANCEINDEX
DATE:
03117 2017
PROJECT PHASE:
I REVISION SCHEDULE I
I /1\ ITAC COMMENTS 105/10/20171
Project Number 2016.00348
STORM SEWER PLAN
AND PROFILE
C433