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REPAIR CLAMP (PER CITY STANDARDS.).
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OO CLEAN OUT ® SANITARY MANHOLE
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CARMEL
WATER NOTES:
1.
A 6' PIECE OF PVC PIPE IS TO BE USED TO
MARK WATER SERVICE STUBS.
2.
ALL WATER MAINS SHALL BE BEDDED IN SAND,
FROM THE BOTTOM OF THE TRENCH TO 12"
ABOVE THE PIPE.
UTILITY
CONTACTS
3.
BLUE REFLECTIVE WARNING TAPE MUST BE
INSTALLED 18" ABOVE ALL WATER MAINS. TRACER
U71UTY COMPANY
LVITACF
RIDE NO.
WIRE MUST BE INSTALLED WITH ALL WATER MAIN
CABLE TELEVISION BPoCHTHCUSE NETWORKS aMON KIRKMAN
(317) 81
LAID IN CARMEL
cHRIsnNA GRCD
(317) 895-67M
RELEASED FOR CONSTRUCTION
AOAHIE OLARK
(317) 776-5532
4.
POSI-CAPS OR THE EQUIVALENT ARE REQUIRED
ON ALL WATER VALVE INSTALLATIONS.
JOHN Di
(317) 51
Subject to compliance with allre regulations
F 9
iPT JOHN THOMAS
(317) 776-UM
5.
AN ON -SITE MEETING YAM THE CARMEL WATER
of State and Inca Codes
STEVEN KREBS
(317) 825-4275
INSPECTOR IS REQUIRED PRIOR TO WATER MAIN
INSTALLATON.
JOHN Di
(317) 571-2H3
Oily of Canal
P. MARTY WHITE
(419) 991
6.
CONTRACTOR TO FOLLOW THE CITY OF CARMEL
BRIM WENTE
(317) 610-5440
WATER SPECIFICATIONS.
DATE: 06/07/19
-B-S-L-- - - -_ -- ---
WE.
WATER VALVE W/ CONCRETE THRUST BLOCK
N&I 32*W - 350,52' (P)
EXISTS.
OF CONSTRUCTION TO DOCUMENT THE EXISTING
N8A42'1PE - 350.52' (M)
CONDITION OF THE RIGHT-OF-WAY.
E2. ELECTRIC
SERVICE UNE (2 - 4" SCH 40 PVC
3, SEE SHEET COG2 GENERAL NOTES FOR MORE
CONDUIT
REQUIRED)
INFORMATION.
10. ALL MAINTENANCE OF TRAFFIC SIGNAGE METHODS,
MATERIALS AND CONSTRUCTION DETAILS FOR WORK
E3. TELECOMMUNICATIONS LINE (2 - 4" SCH 40 PVC
4. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF
EXISTING UTIUMES PRIOR TO COMMENCING ANY
WmiIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO
CONDUIT
REQUIRED )
W W W 0 DRAINAGE MANHOLE A TEMPORARY BENCH MARK
1 3 ) ) 1 ElELECTRIC METER BOX R 1'RRANSFORMER EPHONE PEDESTAL
{F} 1
i - ELECTRIC PEDESTAL
)D ELECTRIC CROSS BOX Q TREE
API m II � FIRE HYDRANT 19 TRAFFIC POLE
y.
M1 GAS METER ® TV HANDHOLE
_____
___a WI $ TV PEDESTAL
_ ____________ _______ _
® INLET
WATER VALVE
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# MCommercial Real Estate
pproxSolutions®
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-n) MI IN 1•i�l - MI MANHOLE air OVERHEAD TRAFFIC LINE ■■
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"1� • " • j■ STRUCTUREPOINT
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�� ILJ• t� a� L� t1 Lam_ _ _ _ _ _ _ _ ETC- ELECTRIC / TELECOMMUNICATIONS LINE 72N Snowdonia! Slation I Indianapolis, Indiana 46256
1 I W- WATER LINE TEL 317.517.55661 FAX 317.543.D27D
_ ___ _ _ _ .____________I 1 I
T---- i----r ---r------------- -FP- FlRE PROTECTION LINE www.atrudurepuntcwn
I I -RD- ROOF DRAIN LINE
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STORM SEWER LINE
PAVEMENT UNDERDRAIN
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WATER METER PIT
FIRE HYDRANT W/ ASSEMBLY
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KEYNOTES
Riverview Health
Urgent Care &
SANITARY
SEWER
S1.
6" PVC (SDR35. ASTM D3034), SANITARY LATERAL O
Emergency Room
1.04% MIN. SLOPE
S2.
TYPE II SANITARY CLEAN GUT
14585 Hazel Dell
S3.
TYPE III SANITARY CLEAN OUT
Parkway
S4.
H2O RATED UNDERGROUND STORAGE TANK FOR
DECONTAMINATON ROOM. REFER TO MEP PLANS FOR
Carmel Indiana
SPECIFICATIONS AND DETAILS FOR THE TANK AND
a
PIPING.
S5.
CONNECT TO EXISTING SANITARY MANHOLE, CORE
DRILL MANHOLE IF NECESSARY. REUSE EXISTING
PENETRATION AND INSTALL NEW RESILIENT
CONNECTOR PER CARMEL UTILITY STANDARDS.
S6.
TYPE I SANITARY CLEAN GUT
DRAINAGE/STORM
SEWER
D1.
PAVEMENT UNDER DRAIN
p1
D2.
ROOF DRAIN CLEAN OUT
P2i
Oxarf 7
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4:'�GtSTEgf�'c
D3.
DOWNSPOUT BOOT CONNECTION
��
p ND
D4.
6" PVC ROOF DRAIN O 1.00% MIN. SLOPE
_ ♦; 10403915 W
D5.
8" PVC ROOF DRAIN O 0.40% MIN. SLOPE
- .' STALE OF
�. �U' 410IAWI^.�"
q:0.,..
WATERLINE
' �s.P%OIIAI.t'At'\1���`
WI.
6" PVC C900 OR 14 WATER UNE
.M......../..^.
M.
4" PVC C900 DR 14 FIRE PROTECTION LINE
/^
& ii ■21 -
W3.
4" D.I. DOMESTIC WATER UNE
CERTIFIED BY
JI r ------
r -zo�LLE--__
------- -- ��JJ_
DEPARTMENT STANDARDS)
NOTE
EXISTING BURIED ELECTRIC, GAS, TELEPHONE AND TV WERE
ft. FIRE HYDRANT W/ ASSEMBLY (PER UTILITY
NOT LOCATED BY INDIANA UNDERGROUND 811 LOCATE
STANDARDS `PAINTED RED FROM THE FACTORY.)
•,
SERVICE. THESE UTILITES SHOWN ON THE PLANS WERE
�: I.E. &
.E.
SCALED IN FROM RECORD DRAWINGS MADE AVAILABLE TO
ft. FIRE DEPARTMENT CONNECTON (PER LOCAL FIRE
may____ _y _
____ ___
__________________ _______________YE_B_U.E_
----------
US BY THE UTILITY COMPANIES. CONTRACTOR SHALL CALL
811 PRIOR TO ANY EXCAVATION AND NOTIFY THE ENGINEER
DEPARTMENT STANDARDS)
__ _____
__
7
IF ANY DISCREPANCIES OR CONFLICTS WITH PROPOSED
W7 WATER BEND W/ CONCRETE THRUST BLOCK
ISSUANCE INDEX
DATE:
03/11/2019
PROJECT PHASE:
FINAL CONSTRUCTION PLANS
UTILIHES ARE FOUND. I
ADJOINER
CITY OF CARMEL REQUIREMENTS, INGOT STANDARD
CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES'
CONSTRUCTION. CONTACT ENGINEER IF VARIATION
EXISTS.
DETOUR SHEETS AND SPECIFICATIONS AND THE INDIANA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THIS
E4. GENERATOR, (REFER TO MEP FOR DETAILS)
NOTE
1. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL
5. FLOOD PLAIN STATEMENT.
INCLUDES PLACING ROAD CONSTRUCTON AHEAD SIGNS,
E5. GROUND EMERGENCY SIGNAGE POWER, (REFER TO MEP
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED
CONFORM TO CURRENT CITY OF CARMEL STANDARDS.
THIS LOT DOES NOT UE FLOOD HAZARD ZONE
LANE MERGING SIGNS. FLASHING ARROW SIGNS.
FOR DETAILS)
PER DESIGN SPECIFIED AND AS APPROVED THE CITY
ALL STREETS AND WATER MAINS ARE TO BE
FLOOD
AS SCALED FROM THE FLOOD INSURANCE RATE MAP
CONSTRUCTION BARRELS, ETC.
OF CARMEL ON THE FINAL APPROVED CONSTRUCTION
CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS.
(FIRM) FOR HAMILTON COUNTY, INDIANA, CITY OF
M. UGHT POLE. (REFER TO ELECTRICAL SITE PLAN FOR
EDNDESIGN SHALL
PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL
ALL STORM SEDERS SHALL BE CONSTRUCTED CITY
CARMEL, COMMUNITY NUMBER 18057C, PANEL NUMBER
DETAILS)
ONLY BE PERMITTED DUE SPECIAL CIRCUMSTANCES
S.
OF CARMEL AND HAMILTAT COUNTY STANDARDS.
18057CO22]G, DATED NONEMBER 19, 2014.
Project Number tot fi.00zso
NS
OR DIFFICULTY DURING CONSTRUCTION AND WILL
CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL
MISCELLANEOUS
REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED
INFORMATION AND/OR DETAILS.
6. NO EARTH DISTURBING ACTINIDES MAY COMMENCE
REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION
BY THE DESIGN ENGINEER.
2. ALL PAVING WITHIN THE EXISTING AND PROPOSED
WITHOUT AN APPROVED STORMWATER MANAGEMENT
PERMIT.
Mt. POTENTIAL UTILITY CONFLICT (ALL WATER /
UTILITY PLAN
1 CAUTION
TO SUPPLEMENTAL APPROVAL
RIGHT-OF-WAY SHALL CONFORM TO THE
..
SANITARY STORM CROSSINGS TO HAVE A MINIMUM
AN EXPLANATION ANY SUCH DEVIATION SHALL BE
REQUIREMENTS THE DEPARTMENT OF ENGINEERING.
7. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL
L SHOWN ON
ARE OF ALL EASING
R
OF 18" VERTICAL CLEARANCE. CONTACT ENGINEER IF
INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD
EQ /R
CONTRACTOR
CONTRACTOR SHALL CONTACT THE DEPARTMENT OF
A
BE THE RESPONSIBILITY OF THE DEVELOPER.
W GROUND E DENCUTUTES(
GROUND b
MI UN (including, but
IHID PLAN ARE BASED UPON ABOVE
CONFLICTS EXIST. RELOCATE EXISTING UTILITIES AS
DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE
ENGINEERING SCHEDULE A PRE -CONSTRUCTION
UNE RELOCATIONS REQUIRED FOR ROAD PROJECTS
PROJECTS
a, IE and made
not Ma upon Me
to, Ae, marks e
A
REQUIRED.
AS
GUARANTEES. APPROVED DESIGN SLOPES IDEESS
MEETING REVIEW THE DEPARTMENTS CONSTRUCTION
E
THAT RESULT IN A CONFLICT WITH THE PROPOSED
ground E IN E.
others) AND SP UL NATURE. THERE MAY
by AND ARE DERGRUNDE
by
OR 1
GENERATING OF FPS OR LESS OR 10
REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
E
DEVELOPMENT SHALL BE THE RESPONSIBILITY THE
ALSO OTHER UNDERGROUND FIXt WHICH THERE
ALSO THERE UTILITIES
M2. CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH
FPS TER(ATES
FLOW
GREABUILT FULL FLOW CAPACITY) SHALL
REQUIRED INSPECTIONS FOR CERTAIN STAGES THE
IS
DEVELOPER RESOLVE WITH THE UTILITY. EXISTING
FOR WHICH NO MOW EASING
A GROUND V WHICH N
IS NO ABOVE GROUND EVIDENCE
AND SIZE OF EXISTING UTILITIES TO ENSURE
REQUIRE AS -BUILT CERTIFICATIONBAT THE TIME
IR
WORK, AND TO REVIEW THE AUTHORITY OF THE
HE
R BE RELOCATED SHALL BE
POLE LINES REQUIRED
WAS OBSERVES. WE EXACT OF SAID EXISTING
CONFLICTS DO NOT EXIST WITH PROPOSED UTILITIES.
CONSTRUCTION, PRIOR BA .
THE PIPE. THE
DEPARTMENT AS IT RELATES TO WORK WITHIN ANY
RELOCATED TO NITHIN ONE FOOT OF PROPOSED
O
IFIEDLOCATONS
SHAM BE VFRIFlED BY THE CONTRACTOR
UNDERGROUND BE VERIFIED
UNDERGROUND
CONTRACTOR INSTRUCTED TO AS -BUILT
C AS EACH
EXISTING OR PROPOSED CITY RIGHT-OF-WAY.
RIGHT-OF-WAY.
AND
PRIOR TO ANY AND A1L CONSLL
M3. CONTRACTOR TO COORDINATE UTILITY CONNECTION
O 0
EBUILT
SECTION T IT
STORM PIPE AS IT IS BEING INSTALLED TO
TOLLN.
CALL TOLL FREE
WITH UTILITY PROVIDER.
O THE DESIGN PLANS AND AS
ENSURE COMPLIANCE
3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME
"811" OR 1-BDERGROUND44
APPROVED BY THE CITY OF CARMEL
CITY O
PAVING SEASON.
- INDIANA UNDERGROUND -