HomeMy WebLinkAboutC310 - FLOOD ROUTING PLANC
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UTILITY CONTACTS
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ELECTRIC
OUXE ENERGY
CHRISIINA CiRW
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TEL1REN ENERGY
JOANIE CLARK
SANITARY SEVER
CARMEL UTRITIES
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STORM KWER
CARMEL ENGINEERING DEPT
JOHN MOMAS
TELEPHONE
CARMEL AT&T
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WATEPIPED
CARMELRTERS,
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PIPELINE
BUCKEYE PARTNERS, LP.
MARIY NHIIE
TELECOMMUNICATCN
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BRIAN WENM
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CONSTRUCTION BENCH INFORMATION (88 DATUM) 72N SbaNelanal Station I lnUlanapolia, Indiana 46256
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— — — GENERAL NOTES: S. WHERE CURB REMOVAL IS REQUIRED, IT SHALL BE
REMOVED AND REPLACED TO THE NEXT NEAREST JOINT.
_ _ _ _ _ _ _ _ _ n _ _ _ _ _ I. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
m �• —� PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. g, DAMAGE TO THE EXISTING RIGHT—OF—WAY SHALL RE
____ ______ _B_S_L�__ _____ _______------------------ RESTORED ECOMPL TO THE SATISFACTION OF THE
m 2. CONTRACTOR TO VERIFY LOCATION, NCI AND DEPTH OF
EXISTING UTILITIES PRIOR TO COMMENCING ANY CITY AT THE COMPLETION OF ME PROJECT. THE
THE
___ ________ _ 3_ ______________1CONTRACTOR IS ENCOURAGED TOINSPECTHE
I 10 U.E. � CONSTRUCTION. CONTACT ENGINEER IF VARIATION RIGHT—OF—WAY WITH THE CITY PRIOR TO THE START
EXISTS.
—782�_ _ _ _ _ _ A0` OF CONDITION
CONSTRUCTION RI DOCUMENT THE EXISTING
---�o-------------------------------- CONDITION OF THE RIGHT—OF—WAY.
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+ 15' B.V. 3. SEE SHEET C002 GENERAL NOTES FOR MORE
INFORMATION. 10. ALL MAINTENANCE OF TRAFFIC SIGNAGE METHODS,
I +
��-------�-- 4. CONTRACTOR TO VERIFY LOCATOR, SIZE AND DEPTH OF MATERIALS AND CONSTRUCTION DETAILS FOR WORK
Ay TO
N95]32'W 9— all EXISTING UTILITIES PRIOR TO COMMENCING ANY WITHIN PUBLIC RIGHT— SHALL CONFORM
Real — 350.52' (MJ CONSTRUCTON. CONTACT ENGINEER IF VARIATION CITY OF CARMEL REQUIREMENTS.
WAY MENTS, INDOT STANDARD
EXISTS. DETOUR SHEETS AND AIFFI CATIONS AND THE INDIANA
M
MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES, THIS
5. FLOOD PLAIN STATEMENT:
INCLUDES PLACING ROAD CONSTRUCTION AHEAD SIGNS,
LANE MERGING SIGNS. FLASHING ARROW SIGNS.
THIS LOT DOES NOT US WITHIN FLOOD HAZARD ZONE CONSTRUCTION BARRELS, ETC.
AS SCALED FROM THE FLOOD INSURANCE RATE MAP
(FIRM) FOR COUNTY, INDIANA, CITY OF
CARMEL, COMMUNITY
NUMBER 18057C, PANEL NUMBER
1805]CO22]G, DATED NOVEMBER 19, 2014.
MINIMUM FLOOD PROTECTION GRADE: 789.11
DRAINAGE SUMMARY: MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESS 6. NO EARTH DISTURBING ACTMW MAY COMMENCE
WITHOUT AN APPROVED STORMWATER MANAGEMENT
THE SITE DRAINS TO AN EXISTING REGIONAL DETENTION THAN 2 FEET ABOVE THE MAJOR FLOOD SOURCE OR PERMIT. CAUTION
R1RE 110 BASIN OFFSITE ON THE EAST SIDE RIVERVIEW MEDICAL MAJOR FLOOD ROUTE. 1 FOOT ABOVE THE LOCAL FLOOD
17) ORCI T7 PARK. SOURCE C LOCAL FLOOD RWTE, OR 12 INCHES ABOVE 7. UTILITY RELOCATIONS REQUIRED THE
BY THE PROJECT SHALL THE LOCATORS OF ALL UPON
AR UNDERGROUND D UHUMES SHORN ON
THE ADJACENT ROADWAY. BE THE RESPONSIBILITY OF THE DEVELOPER. PROJECTS
THIS PLAN ARE BASED UPON ABOVE ROUND EWOENCE e (including, but
17) 696-6726 ONSITE AREA1.90 0.15 Ap_ IJNE RELOCATIONS IN
REQUIRED FOR ROAD PROJECTS not limited byto, manhole,)ANDsInlets, UUM IN mares E. M upon Ma
17) T)6-3631 OFF —SITE LOWAREA, O c— THE MINIMUM LOM£DJ ADJACENT E SHALL
— 7MIBE
THAT RESULT IN A CONFLICT WITH THE PROPOSED ALSO by otheMER AND ARE SPECUNDERGROUND
T TIES FOR
MERE MAY
17) 571—I413 10 YEAR FLOW FROM SITE = 18.20 CFS THE LOWEST ADJACENT GRADE SHALL BE N0 LESS THAN 2 DEVELOPMENT SHALL BE THE RESPONSIBILITY IS THE ALSO BE OTHER EXISTING UNDERGROUND WICK N A WHICH MERE
100 YEAR FLOW FROM SITE = 1870 CFS FEET ABOVE THE MAJOR FLOOD SOURCE OR MAJOR FLOOD DEVELOPER R RESOLVE WBE THE UTILITY. EXISTING IS NO ABOVE GROUND ED. MEE R FOR NHIDH NO ABOVE ROUND
17) 776-6195 DETENTION FACILITY, OR 1 SPILLWAY
THHETLOCALF THE FLOOD POLE LINES REQUIRED TO BE RELOCATED SHALL BE EYDENCE WAS UNDERGROUND OBSERVED.
SHALL BE VVERIFEXACT FIIED By MEFSAID CONTRACi RNC
100 YEAR ALLOWABLE RELEASE RATE= 10J0 CFSROOM, 2 FEET ABOVE THE
17) 525-4275 DE YEAR POST —DEVELOPED RELEASE RATE= 3.1 A CFS RELOCATED TO WITHIN ONE FOOT OF PROPOSED PRIOR TO ANY AND AU_ CONSMUCTION.
I» SJt-2443 DETENTION VOLUME PROVIDED = 3.1 AC —FT SOURCE OR LOCAL FLOOD ROUTE. RIGHT—OF—WAY.
DETENTION VOLUME REQUIRED CALL TOLL FREE
17) 613-8006 "811" OR 1—BDERGROUND44
(BASED ON SITE AREA) = 0.12 AC —FT
17) 6m—sua — INDIANA UNDERGROUND —
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—T—
CERTIFIED BY
ISSUANCE INDEX
DATE:
03/11/2019
PROJECT PHASE:
FINAL CONSTRUCTION PLANS
EV1510N 5GHEDULE
DESCRIPTION DATE
Project Number 2018.00290
FLOOD ROUTING
PLAN
C310