HomeMy WebLinkAboutC600 STORM SEWER PLAN AND PROFILESANSAN
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EEEEEESTORM SEWER 100-103
885
890
895
900
905
885
890
895
900
905
-0+500+000+501+001+502+002+503+003+504+004+505+005+50
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE NUMBER
99
100
101
102
103
104
105
106
STRUCTURE TYPE
MANHOLE
MANHOLE
WATER QUALITY
MANHOLE
MANHOLE
MANHOLE
INLET TYPE J
INLET TYPE J
TOP OF CASTING
897.60
897.60
895.50
897.07
897.03
898.13
897.53
897.53
CASTING TYPE
NEENAH R-1642
NEENAH R-1642
SOLID
NEENAH R-1642
NEENAH R-1642
NEENAH R-4342
NEENAH R-3287-10V
NEENAH R-3287-10V
INVERT
INV IN = 889.74(E)
INV OUT = 889.64(S)
INV IN = 890.29(E)
INV OUT = 890.19(W)
INV IN = 891.35(N)
INV OUT = 891.25(W)
INV IN = 891.72(E)
INV IN = 891.82(NW)
INV OUT = 891.62(S)
INV OUT = 891.93(W)
INV IN = 893.00(NE)
INV OUT = 892.07(SE)
INV IN = 893.16(NE)
INV OUT = 893.06(SW)
INV OUT = 893.46(SW)
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
99
100
101
102
103
104
105
106
DOWNSTREAM
STRUCTURE
99
100
101
102
102
104
105
SIZE
24"
24"
24"
24"
24"
24"
12"
12"
MATERIAL
HDPE
HDPE
HDPE
RCP
RCP
RCP
RCP
RCP
LENGTH
10'
106'
232'
53'
42'
50'
6'
30'
SLOPE
0.49%
0.43%
0.41%
0.50%
0.50%
0.50%
1.09%
1.00%
STORM SEWER PIPE DATA TABLE
DOWNSTREAM
STRUCTURE
201
202
203
204
205
206
207
208
UPSTREAM
STRUCTURE
201
202
203
204
201
202
207
SIZE
24"
12"
12"
12"
12"
21"
12"
12"
MATERIAL
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
LENGTH
146'
100'
94'
5'
30'
55'
5'
30'
SLOPE
0.51%
0.50%
0.60%
1.05%
1.00%
0.36%
1.09%
1.13%
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE NUMBER
201
202
203
204
205
206
207
208
STRUCTURE TYPE
MANHOLE
MANHOLE
MANHOLE
INLET TYPE J
INLET TYPE J
MANHOLE
INLET TYPE J
INLET TYPE J
TOP OF CASTING
900.02
899.45
900.12
899.53
899.53
900.70
898.87
898.87
CASTING TYPE
NEENAH R-1642
NEENAH R-1642
NEENAH R-1642
NEENAH R-3286-8V
NEENAH R-3286-8V
NEENAH R-1642
NEENAH R-3286-8V
NEENAH R-3286-8V
INVERT
INV IN = 893.90(N)
INV IN = 893.65(NE)
INV OUT = 892.91(SE)
INV IN = 894.50(N)
INV IN = 894.71(E)
INV OUT = 894.40(S)
INV IN = 895.16(NE)
INV OUT = 895.06(S)
INV IN = 895.31(NE)
INV OUT = 895.21(SW)
INV OUT = 895.61(SW)
INV OUT = 893.85(SW)
INV IN = 894.86(E)
INV OUT = 894.76(W)
INV OUT = 895.20(W)
C600STORM SEWER PLAN AND PROFILEW
S
N
E
STORM SEWER 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 24" 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 24" 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.
28.ALL PROPOSED AND EXISTING ONSITE STORM SEWER IS/SHALL BE PRIVATE.
29.REFER TO CITY OF CARMEL DETAIL ON C602 FOR RCP BEDDING AND BACKFILL
SECTION.
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
DOWN SPOUT
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (4 HEAD)
PARKING LOT LIGHT (2 HEAD)
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
STORM SEWER PLAN
AND PROFILE LEGEND
UTILITIES
ABBREVIATIONS
LINE TYPES
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
SUB SURFACE DRAIN
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'REVISIONS AND ISSUESPart of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, IndianaW17.0533PREPARED FOR:10650 N MICHIGAN RD, ZIONSVILLE, IN 46077PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W17.0533DATEBY05.08.2019SSRDATE:RLWKnow what's below.
before you dig.Call
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NOTTINGHAM, LLC OUTLOTSSUBMITTED FOR TAC REVIEW10.19.2018RLWSTEVEN 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.SM05.08.2019ADDRESSING TAC COMMENTS03.08.2019RLWADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLWPLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLWFINAL CONSTRUCTION PLANS05.08.2019RLWNOTE:
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
BACKFILLING 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.
FINISHED GRADE
EXISTING GRADE
GRANULAR BACKFILL
PROFILE LEGEND
HYDRAULIC GRADE LINE
EXISTING
105