HomeMy WebLinkAboutC600 DRAINAGE PLANWD 2021-03253
La Mouche LLC
1717 E. 116th Street
Carmel, IN 46032
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8 20453ATM
TUBE
TUBE GGGGGGGGGE(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E. 116th STREET
WESTFIELD BLVDOHUOHU OHU
OHU
OHU OHU
Entry
Courtyard
71.46'x61.83'
OFFICE / RETAIL SPACE
84.83'x61.83'
OFFICE/RETAIL SPACE DDDDDDDDDDDDDDDDDDDDDD
DDDD D D DDD D D DDDD DD
D DDDDD DDDDDDDD DDDDDDDD6
FFE=819.60
MFPG = 819.03
MLAG=818.83
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STORM SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
100
101
200
201
202
203
204
TOP OF
CASTING
810.15
817.08
817.39
817.15
817.00
816.70
817.50
STRUCTURE
TYPE
FLARED END SECTION, 12'' DIA.
48'' DIA. MANHOLE
WATER QUALITY STRUCTURE, 48'' DIA.
PAVED INLET, 48'' DIA.
PAVED INLET, 24 X 24
PAVED INLET, 48'' DIA.
PAVED INLET, 24 X 24
CASTING TYPE
N/A
OUTLET CONTROL STRUCTURE
PER MANUFACTURER
R-3405
R-3405
R-3405
R-3405
INVERT
INV IN (NW)= 808.90 (12" RCP)
INV IN (NW)= 809.50 (12" RCP)
INV OUT (SE)= 809.00 (12" RCP)
INV IN (S)= 812.15 (15" RCP)
INV OUT (NW)= 812.15 (15" RCP)
INV IN (SW)= 812.40 (12" RCP)
INV IN (NE)= 812.30 (12" RCP)
INV OUT (N)= 812.20 (15" RCP)
INV OUT (NW)= 812.61 (15" RCP)
INV IN (N)= 814.50 (6" HDPE)
INV OUT (NE)= 813.00 (12" RCP)
INV IN (N)= 812.75 (12" RCP)
INV IN (NW)= 813.00 (6" HDPE)
INV OUT (SW)= 812.65 (12" RCP)
INV OUT (S)= 813.37 (12" RCP)
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
101
200
201
201
202
203
204
DOWNSTREAM
STRUCTURE
101
100
200
201
201
203
SIZE
12"
12"
15"
15"
15"
12"
12"
12"
MATERIAL
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
LENGTH
7'
16'
6'
13'
9'
121'
77'
120'
SLOPE
0.71%
0.64%
0.81%
4.05%
0.57%
0.49%
0.45%
0.52%
UGD
UGD
UGD
DRAINAGE PLAN NOTES
DOWNSPOUT/ROOF DRAIN POINT OF CONNNECTION.
COORDINATE WITH ARCHITECTURAL PLANS.
6" HDPE DUAL WALLED HANCOR HQ OR EQUIVALENT ROOF DRAIN
@ 1.0% MINIMUM
4" SUBSURFACE DRAINS, PERFORATED DUAL WALLED HANCOR
HQ OR EQUIVALENT
WATER QUALITY UNIT - HYDRO INTERNATIONAL FIRST DEFENSE.
REFER TO DETAIL ON SHEET C605
STORM TRAP UNDERGROUND DETENTION SYSTEM. REFER TO
DETAILS ON SHEET C603 - C 605
INSTALL AG-18 AQUA-GUARDIAN CATCH BASIN INSERT. REFER TO
DETAIL ON SHEET C605
INSTALL CHECKMATE ULTRA FLEX INLINE CHECK VALVE ON
OUTLET PIPE. REFER TO DETAILS ON SHEET C602
C600DRAINAGE PLANW220335-C600 drainage plan1
2
3
4
5
GUY ANCHOR
STREET LIGHT
UTILITY POLE
TRANSFORMER
RIGHT OF WAY LINE
BOUNDARY LINE
FIRE HYDRANT
WATER METER
WATER VALVE
GAS METER
GAS VALVE
BOLLARD
SIGN
DOWN SPOUT
ACCESSIBLE SPACE
COMMUNICATIONS RISER
STORM CLEANOUT
CURB INLET
SQUARE INLET
STORM MANHOLE
PARKING LOT LIGHT (1 HEAD)
EXISTING ASPHALT
CONCRETE PAVEMENT
RIGHT OF WAY PAVEMENT
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
STANDARD DUTY ASPHALT
RIP RAP
PAVEMENT
DRAINAGE PLAN LEGEND
UTILITIES
ABBREVIATIONS
LINE TYPES
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND COMMUNICATIONS
OVERHEAD UTILITY
G G G
W W
E(A)E(A)
C C C
OHU OHU
EMERGENCY FLOOD ROUTE
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
SUB SURFACE DRAIN
FLOW DIRECTION AND SLOPE
GENERAL DRAINAGE NOTES
1.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS
AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S.
PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH
CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION
PREVENTION PLAN.
2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)
STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS
AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR
VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE
REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER
SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE
APPLICABLE.
3.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE
UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO
ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER
SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE
PLANS.
4.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED
WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION
PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS
CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF
ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY
OF THIS INFORMATION IS NOT GUARANTEED.
5.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO
LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE
CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF
UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING
CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY
COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE
CONTRACTOR.
6.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND
VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF
ALL UTILITIES.
7.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.
8.ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN
5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
9.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION,
SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES,
PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER
OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION
DOCUMENTS.
10.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN
STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE
SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE
SHALL BE C900 WATER MAIN GRADE PVC.
11.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE
VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE
PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM
SEWERS IS 18" OR LESS.
12.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS
NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
13.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET
WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND
GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS.
14.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES
IN PAVED AREAS.
15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
16.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM
LINES WITH PLUMBING DRAWINGS.
17.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM
SEWER INSTALLATION.
18.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE
ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
19.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED
OUT TO REMOVE ALL SILT AND DEBRIS.
20.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE
GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
21.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH
WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND
COVERS.
22.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM
POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.
23.NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE
TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO
FINAL TURNOVER TO THE OWNER.
24.ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE
OR APPROVED EQUAL.
25.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO
END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE
MATERIAL COMPARABLE WITH STORAGE PIPES.
26.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8
AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY
DENSITY.
27.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING
NEW STORM SEWER CONNECTION.
STORM STRUCTURE T.O.C.
ELEVATION LOCATION
PAVED AREA INLET
TOP OF CASTING (T.O.C.)
ELEVATION LOCATION
BEEHIVE INLET
TOP OF CASTING (T.O.C.)
ELEVATION LOCATION
CHAIRBACK CURB
TOP OF CASTING (T.O.C.)
ELEVATION LOCATION
SOLID LID CASTING
TOP OF CASTING (T.O.C.)
ELEVATION LOCATION
END SECTION INVERT
ELEVATION LOCATION
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REVISIONS AND ISSUESPart of the NW/4 of Section 06, Township 17 North, Range 4 East, Delaware Township, Hamilton County, IndianaW220335PREPARED FOR:1701 E. 116TH STREET PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:TASDESIGNED BY:DWG NAME:PROJECT NO.:W220335DATEBY09.14.2022SSRDATE:TASKnow what's below.
before you dig.Call
R APPROVAL PENDINGNOT FOR CONSTRUCTIONCARMEL OFFICE BUILDINGRevised site based on Carmel comments and building changes2023-02-24SR/MSREVISIONS PER ADLS REVIEW 2023-06-05SSRSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SM06/05/2023
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