HomeMy WebLinkAboutC600 Storm PnPLEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
= SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
= EXISTING SUBSURFACE DRAINWWWWWWWW807978777675SANNER COURT(PRIVATE STREET)825
830
835
840
845
850
825
830
835
840
845
850
CONTRACTOR MUST
VERIFY INVERT
INFORMATION PRIOR
TO BEGINNING
CONSTRUCTION. IF A
DISCREPANCY EXISTS,
CONTACT THE
ENGINEER
IMMEDIATELY.
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
494
495
496
497
TOP OF
CASTING
838.09
843.47
843.20
843.20
STRUCTURE
TYPE
BEEHIVE INLET, 48'' DIA.
WATER QUALITY STRUCTURE, 36'' DIA.
CURB INLET, 24 X 24
CURB INLET, 24 X 24
CASTING TYPE
R-4342
PER MANUFACTURER
R-3501-TL
R-3501-TL
INVERT
INV IN (E)= 831.97 (15" EX. STM)
INV IN (N)= 834.74 (12" RCP)
INV OUT (W)= 831.97 (15" EX. STM)
INV IN (N)= 838.70 (12" RCP)
INV OUT (S)= 838.60 (12" RCP)
INV IN (N)= 839.05 (12" RCP)
INV OUT (S)= 838.95 (12" RCP)
INV OUT (S)= 839.20 (12" RCP)
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
495
496
497
DOWNSTREAM
STRUCTURE
494
495
496
SIZE
12"
12"
12"
MATERIAL
RCP
RCP
RCP
LENGTH
159'
17'
26'
SLOPE
2.42%
1.47%
0.58%
FINISHED GRADE
EXISTING GRADE
PROFILE LEGEND
HYDRAULIC GRADE LINE
Know what's below.
before you dig.Call
R
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.
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 LOCATIONS 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, AND
OTHER FACILITIES 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 CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES,
STRUCTURES, PIPES, PAVEMENTS AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
10.MINIMUM CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE, SHALL BE
10' HORIZONTAL AND 18" VERTICAL.
11.CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSING 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
CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO
RETURN IT TO IT'S CONDITION PRIOR TO CONSTRUCTION.
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.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER INSTALLATION.
16.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
17.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
18.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTIONS AT STRUCTURES
ARE WATERTIGHT.
19.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC
BEARING RING AND COVERS RATED FOR H20 LOADING.
20.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH AND UNIFORMLY POURED MORTAR CHANNEL FROM
INVERT IN TO INVERT OUT.
21.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.
22.IF HDPE PIPE IS SPECIFIED, USE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR APPROVED EQUAL.
23.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL
BE HDPE MATERIAL; IF SPECIFIED, COMPARABLE WITH STORAGE PIPES.
24.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE COMPACTED IN 8" LIFTS TO 95%
MAXIMUM DRY DENSITY.
25.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM SEWER CONNECTION.
26.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 A 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 EXAMPLE 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.
16.C600 Storm PnPC600STORM PLAN & PROFILEW210497BCHW210497 01-13-2022DASJRV10 9abcd 8 7 6efgh109876 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2
CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1
LOCATION: H:\2021\W210497\Engineering\design\conset\C600 Storm PnP.dwgLAYOUT: C600DATE/TIME: August 11, 2022 - 7:56amPLOTTED BY: HansenbfhgENGINEERS317 | 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.SMPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022TPG/BCHREVISED PER TRICO COMMENTS05-19-2022BCHREVISED PER TAC COMMENTS06-28-2022TPG/BCHREVISED PER TAC COMMENTS08-10-2022TPG/BCHSITE TBM
TBM#1
SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE
BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF
SANNER COURT.
ELEV. 841.80 (NAVD 88)
TBM#2
SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF
THE CUL-DA-SAC OF SANNER COURT.
ELEV. 842.89 (NAVD 88)
N
W
E
S
340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 71