HomeMy WebLinkAboutC102 STORMWATER POLLUTION PREVENTION PLAN PHASE I8
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GENERAL NOTES
1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY WITH THE OWNER DURING BIDDING AND DURING
CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY
MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY
FOR THE INSTALLATION OF THE NEW WORK.
2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF
WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY
UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE
UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR.
3.UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE
RELOCATED AND/OR CAPPED AND ABANDONED BEFORE
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE
PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE
PROPERLY DISPOSED OF OFF THE SITE.
5.SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN
OFF THE SITE.
6.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT
ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED
DURING THE CONSTRUCTION PROCESS.
7.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR
REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR
EXACT INFORMATION.
8.ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE
NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE SO,
AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED
ALTERNATIVE LOCATION ON SITE.
9.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION
PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING
WORK.
10.CONTRACTOR TO CONNECT BACK ANY FIELD TILES FOUND DURING
EXCAVATION AND MAINTAIN POSITIVE DRAINAGE.
SITE PREPARATION / SWPPP PHASE 1 NOTES
INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO
PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS.
USE EXISTING DRIVE AS CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET
C105 IF THE ENTIRE ASPHALT DRIVE IS REMOVED DURING CONSTRUCTION.
INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C105
INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C105
INSTALL SILT WORM OR EQUAL. REFER TO DETAIL ON SHEET C106
LIMITS OF PROPOSED BUILDING
REMOVE STORM SEWER LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE
WITH SHEET C600 FOR NEW LOCATION(S).
DISCONNECT AND RELOCATE SANITARY SEWER LINE(S) AND APPURTENANCES AS
SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND
SERVICE PROVIDER FOR NEW LOCATION(S).
DISCONNECT AND RELOCATE WATER SERVICE LINE(S) AND APPURTENANCES AS
SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND
SERVICE PROVIDER FOR NEW LOCATION(S).
DISCONNECT AND RELOCATE ELECTRIC SERVICE LINE(S) AND APPURTENANCES
AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND
SERVICE PROVIDER FOR NEW LOCATION(S).
DISCONNECT AND RELOCATE TELEPHONE SERVICE LINE(S) AND APPURTENANCES
AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND
SERVICE PROVIDER FOR NEW LOCATION(S).
DISCONNECT AND RELOCATE CABLE SERVICE LINE(S) AND APPURTENANCES AS
SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND
SERVICE PROVIDER FOR NEW LOCATION(S).
DISCONNECT AND RELOCATE GAS SERVICE LINE(S) AND APPURTENANCES AS
SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND
SERVICE PROVIDER FOR NEW LOCATION(S). CONTACT CHAD MILLER WITH
VECTREN TO HAVE THE SERVICE LINE AND METER RETIRED OR RELOCATED
PRIOR TO THE EXISTING BUILDING BEING DEMOLISHED.
REMOVE BUILDING AND APPURTENANCES FROM EXISTING BUILDING LOCATION.
REMOVE EXISTING CONCRETE STOOPS TO NEAREST JOINT (IF APPLICABLE)
SAWCUT AND REMOVE EXISTING PAVEMENT FULL DEPTH.
REMOVE EXISTING LANDSCAPING AND VEGETATION
REMOVE EXISTING SIGN
STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND
PORT-O-LET AS NEEDED.
REMOVE EXISTING BOLLARDS
REMOVE AND RELOCATE EXISTING WHEEL STOPS
REMOVE EXISTING FENCE
REMOVE EXISTING GATE
RAISE STRUCTURE TO THE NEW PAVEMENT GRADE. REFER TO SHEET C300 FOR
NEW ELEVATIONS.
SAWCUT AND REMOVE PAVEMENT FOR NEW WATER TAP AND STORM SEWER.
REMOVE END SECTIONS. 15" PIPES TO BE EXTENDED. REFER TO SHEET C600.
C102STORMWATER POLLUTION PREVENTION PLAN PHASE IW190582-C100 swppp1SWPPP PHASE 1 LEGEND
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW
CAPABILITY
- STAGING AREA
- POSTING AREA - 4" PVC TUBE WITH END CAPS
ATTACHED TO PROJECT CONSTRUCTION SIGN
TO CONTAIN APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS.
- SILT WORM OR EQUAL
- CONCRETE WASHOUT
- SILT FENCE
- LIMITS OF DISTURBANCE
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EROSION CONTROL NOTES
1.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT
BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
LOCATION OF LANDSCAPE BEDS.
2.INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT
FENCE TO FOLLOW CONTOUR.
3.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN
THE STREET.
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
EROSION CONTROL SPECIFICATIONS
1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF
EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA
THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.
3.PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS
THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
4.PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND
WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
5.ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED
PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY
ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES
PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
6.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY
OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
7.DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS
OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT
GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL
FULL STAND OF GRASS HAS BEEN OBTAINED.
8.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION
CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND/OR OWNER.
9.IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY
TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION
ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES
AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH
"RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER
RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR
OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED
FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE
OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT,
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO
ANY CONSTRUCTION ACTIVITY.
10.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION
CHART IN THESE PLANS.
11.PORTABLE TOILETS MUST BE ANCHORED.
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
EMAIL: PARKERF@WEIHE.NET
CONTACT PERSON: FRED PARKER, CPESC
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
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SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER REVISIONS AND ISSUESPart of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR:147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATEBY08.17.2020SSRDATE:RLWKnow what's below.
before you dig.Call
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EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW01.13.2020BJSISSUED FOR TAC REVISIONS05.12.2020BJSW
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E ENGINEERS317 | 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.SMSTEVEN SCOTT RUCKER, PE No. 11300279
08/17/2020TAC REVISIONS03.30.2020BJSISSUED FOR TAC REVISIONS06.08.2020ISSUED FOR TAC REVISIONS07.16.2020BJSWALL GRADING CLARIFICATION07.23.2020BJS100% BID AND PERMIT PLANS08.17.2020BJSPROJECT BM
HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18
NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER
NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD
APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND
RANGELINE ROAD.
ELEV.844.55 (NAVD 88)
SITE TBM
CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY
22 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE
ON THE SOUTH SIDE OF CARMEL DRIVE.
ELEV.831.54 (NAVD 88)
BENCHMARK INFORMATION
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DEMO ASPHALT
EXISTING CONCRETE
EXISTING ASPHALT
EXISTING AREAS
TOTAL SITE = 4.37 AC.
DISTURBED = 1.20 AC.
PERVIOUS = 0.65 AC.
IMPERVIOUS = 3.72 AC.
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ENTRANCE NOTE
CONTRACTOR TO KEEP THE EXISTING
DRIVE OPEN DURING CONSTRUCTION
TO ALLOW EMERGENCY EQUIPMENT
AND ACCESS TO BACK UNITS.