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HomeMy WebLinkAboutPlans_FullSet_2013.09.07_Part3C3.0 DATE: SCALE: WIGHTMAN & ASSOCIATES, INC. 2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com ENGINEERING SURVEYING ARCHITECTURE REVISIONS THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED. © 2013 WIGHTMAN & ASSOCIATES, INC. P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B50 AutoCAD\130343 C3.0 DRAINAGE AREA PLAN.dwg C3.0 9/5/2013 3:02:22 PM 07/19/2013 AS SHOWN HORIZON BANK 502 FRANKLIN SQUARE MICHIGAN CITY, IN PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 SITE DRAINAGE AREA PLAN JOB NO: 130343 SCALE: 1" = 30'-0" SITE PRE-DEVELOPMENT DRAINAGE AREAS NO R T H SCALE: 1" = 30'-0" SITE POST-DEVELOPMENT DRAINAGE AREAS NO R T H DRAINAGE AREA PRE2 DRAINAGE AREA PRE1 DRAINAGE AREA POST1 DRAINAGE AREA POST3 DRAINAGE AREA POST4 DRAINAGE AREA POST6 DRAINAGE AREA POST2 DRAINAGE AREA POST7 CRITICAL PATH (TYP) CRITICAL PATH (TYP) DRAINAGE AREA POST5 1 SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.2013 C4.0 DATE: SCALE: WIGHTMAN & ASSOCIATES, INC. 2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com ENGINEERING SURVEYING ARCHITECTURE REVISIONS THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED. © 2013 WIGHTMAN & ASSOCIATES, INC. P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B50 AutoCAD\130343 C4.0 SWPPP.dwg C4.0 9/5/2013 2:15:22 PM 07/19/2013 AS SHOWN HORIZON BANK 502 FRANKLIN SQUARE MICHIGAN CITY, IN PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) JOB NO: 130343 SCALE: 1" = 20'-0" STORM WATER POLLUTION PREVENTION PLAN NO R T H 1.THE CONTRACTOR IS ADVISED THAT THE WORK MUST BE DONE IN COMPLIANCE WITH THE FOLLOWING SPECIFICATIONS, SOME OF WHICH RESULT FROM THE REQUIREMENTS OF THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT'S STORM WATER PERMITS SECTION. AN APPROVED PERMIT FROM THIS AGENCY IS BASED ON THE CONTRACTOR'S COMPLIANCE WITH THE SPECIFICATIONS AND THE ACTUAL PERMIT DOCUMENTS. 2.CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND AFTER STORM EVENTS OR HEAVY USE AND REPAIR IMMEDIATELY. 3.THE CONTRACTOR SHALL KEEP A LOG OF THE CONTRACTOR'S INSPECTION OF TEMPORARY EROSION CONTROL MEASURES. THE LOG SHALL BE AVAILABLE AT THE JOBSITE FIELD OFFICE DURING ALL WORK DAY HOURS FOR REVIEW BY VISITING IDNR INSPECTORS, SWCD INSPECTORS AND THE ENGINEER. THE LOG SHALL BE BRIEF, BUT SHALL INCLUDE THE NAME OF CONTRACTOR'S INSPECTOR, DATE OF INSPECTION, MAN HOURS OF CONTRACTOR'S INSPECTION TIME AND COMMENTS ON ANY AND ALL FAILED OR FAILING EROSION CONTROL FEATURES ALONG WITH THE MEASURES TAKEN FOR PROMPT CORRECTION. THE CONTRACTOR SHALL PERFORM INSPECTIONS ONCE PER WEEK AS A MINIMUM, AS WELL AS AFTER SIGNIFICANT PRECIPITATION. 4.CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL PRACTICES UNTIL COMPLETION OF PROJECT. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH UTILITIES WITH RESPECT TO AVOIDING CONFLICTS AND DISTURBANCE OF SERVICES. 6.THE CONTRACTOR SHALL HAVE ON FILE, AT THE SITE, THE "INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS." AN ON-SITE REPRESENTATIVE SHALL BE FAMILIAR WITH THE HANDBOOK AND THE VARIOUS EROSION CONTROL MEASURES, AND HAVE THE AUTHORITY TO IMPLEMENT THESE MEASURES AS NEEDED FOR THE CONTROL OF EROSION. 7.CONTRACTOR SHALL CLEAN OUT ALL CATCH BASINS AND STORM SEWER UPON COMPLETION OF THE PROJECT. 8.CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL AND REMOVE EXCESS FROM SITE AS APPROVED BY THE OWNER UPON SUBSTANTIAL COMPLETION OF THE WORK. 9.ANY TOPSOIL STOCKPILES ARE TO BE PROTECTED FROM EROSION. TEMPORARY TOPSOIL STOCKPILES WILL BE PERMITTED IN AREAS APPROVED BY THE ENGINEER. ALL TEMPORARY TOPSOIL STOCKPILES MUST BE REMOVED BY THE COMPLETION OF THE PROJECT. USING METHODS WHICH COMPLY WITH PRACTICE 3.81 OF THE "INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. 10.CONTRACTOR SHALL CONTROL DUST ON THE PROJECT SITE WHEN NECESSARY 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL AND CONTAINING OF LIQUID OR SOLUBLE CONSTRUCTION MATERIALS FOR THE PROTECTION OF THE GROUNDWATER RESOURCE. ANY ACCIDENTAL SPILLAGE SHALL BE CLEANED UP IMMEDIATELY BY ACCEPTABLE MEANS, REGARDLESS OF THE TIME OF DAY OR DAY OF WEEK. 12.STOCKPILES OF EARTH MATERIALS SHALL BE SHAPED AS PER STATE STANDARDS. TOPSOIL MATERIALS SHALL BE STOCKPILED SEPARATELY FROM OTHER SOILS. 13.CONTRACTOR SHALL CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT PADS PRIOR TO OTHER SITE OPERATIONS. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA AND GRADE AND CROWN FOR POSITIVE DRAINAGE. CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE PRACTICE 3.01 OF THE "INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS." THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY CLEANING UP ANY MATERIALS FROM PUBLIC ROADWAYS, WHICH ARE THE RESULT OF WORK OPERATIONS. 14.THE ENTERING AND EXITING OF EQUIPMENT AND HAULING TRAFFIC FROM THE WORK SITE SHALL BE DONE IN A SAFE MANNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EQUIPMENT OPERATORS AND HAUL TRUCK DRIVERS, ETC., USE CAUTION AND ACCEPTABLE SPEEDS DURING THE WORK. 15.CONTRACTOR SHALL PERMANENTLY SEED OR SOD, FERTILIZE, AND MULCH ALL FINAL GRADE AREAS (E.G., LANDSCAPE BERMS, RETENTION SWALES, ETC.) AS EACH IS COMPLETED. SEEDING, FERTILIZING, AND MULCHING SHALL BE IN COMPLIANCE WITH PRACTICES 3.12 AND 3.15 OF THE "INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS." SEE THE LANDSCAPE PLAN FOR SPECIFICATIONS. 16.TEMPORARY GRASS SEEDING SHALL BE PERFORMED ON ALL AREAS SCHEDULED, OR LIKELY, TO REMAIN INACTIVE FOR A PERIOD OF 15 DAYS OR MORE. TEMPORARY SEEDING SHALL BE INCIDENTAL TO THE CONTRACT AND SHALL INCLUDE THE FOLLOWING SPECIES AND RATES: SPECIES RATE/ACRE OPTIMUM PLANTING WHEAT OR RYE 150#9/15 TO 10/30 SPRING OATS 100#3/1 TO 4/15 ANNUAL RYE GRASS40#3/1 TO 5/1 8/1 TO 9/1 A FERTILIZER APPLICATION OF 400# / ACRE OF 12-12-12 ANALYSES MATERIAL SHALL ACCOMPANY THE SEEDING APPLICATION. MULCHING OF TEMPORARY SEEDING SHALL BE "AS NEEDED." 17.PERMANENT SEEDING SHALL BE INDOT TYPE 'R' MULCHED SEEDING AS PER 1999 INDOT STANDARD SPECIFICATIONS. PERMANENT SEEDING SHOULD BE APPLIED FROM MARCH 1ST THRU MAY 10TH OR FROM AUGUST 10TH THRU SEPTEMBER 30TH, ANY PERMANENT SEEDING BETWEEN JUNE 1ST AND AUGUST 10TH MUST BE IRRIGATED TO ALLOW FOR PROPER SEED GERMINATION. 18.SEEDING SHALL BE DONE PROMPTLY AND PROGRESSIVELY AS WORK IS COMPLETED IN ORDER TO ALLOW FOR THE EARLIEST POSSIBLE ESTABLISHMENT OF STABILIZED GRASS. MULTIPLE MOBILIZATIONS FOR THE SEEDING OF SPECIFIC SECTIONS SHALL BE INCLUDED IN THE WORK. 19.THE JOB WIDE SEQUENCE OF GENERAL WORK OPERATIONS RELATING TO EARTH DISTURBING ACTIVITIES SHALL BE SUCH AS TO PREVENT THE POTENTIAL FOR EROSION AND SEDIMENTATION. THE SEQUENCE SHALL BE GENERALLY AS FOLLOWS, WHILE ALSO CONSIDERING MAINTENANCE OF TRAFFIC. A.PRE-CONSTRUCTION MEETING - CONTRACTOR ONLY B.INSTALL PERIMETER SILT FENCE & INSTALL INLET PROTECTION IN STREET C.SITE CLEARING & INSTALL ACCESS PAD D.ROUGH GRADING - INSTALL CONCRETE & WASH-OUT E.START UNDERGROUND CONSTRUCTION - INSTALL INLET PROTECTION F.CURB & BUILDING CONSTRUCTION G.FINE GRADE, SEEDING & SODDING H.INSTALL PAVEMENT, MODIFY INLET PROTECTION I.LANDSCAPING J.CLEAN UP & REMOVAL OF TEMPORARY SOIL EROSION CONTROL DEVICES 20.TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IMPLEMENTED AT THE TIME OF SITE CLEARING AS EARLY IN THE ABOVE SEQUENCE AS NEEDED, AND SHALL BE MAINTAINED THROUGHOUT THE SEQUENCE AS NEEDED. DURING THE COURSE OF WORK, CLEANUP SHALL BE DONE AS NEEDED AND AS DIRECTED TO AVOID EROSION AND SEDIMENTATION. 21.THE EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN SHALL BE CONSIDERED A MINIMUM APPLICATION AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES AS NEEDED THROUGHOUT THE CONSTRUCTION. 22.CONTRACTOR SHALL LOCATE AND MAINTAIN A CONCRETE WASHOUT AREA FOR THE DURATION OF CONCRETE POURING ACTIVITIES. THE CONTRACTOR SHALL REMOVE ALL DRIED CONCRETE FROM THE WASHOUT AREA BY THE END OF THE PROJECT. 23.THE CONTRACTOR IS ADVISED THAT THE WORK MUST BE DONE IN COMPLIANCE WITH THE FOLLOWING SPECIFICATIONS, SOME OF WHICH RESULTS FROM THE REQUIREMENTS OF THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT'S INDIANA STORM WATER QUALITY PROTECTION MANUAL. THE CONTRACTOR SHALL HOLD THE OWNER FAULTLESS FOR ANY NON-COMPLIANCE WITH PERMIT-RELATED SPECIFICATIONS. 24.THERE ARE NO SIGNIFICANT IMPACTS TO OFFSITE WATERSHED PATTERNS. 25.THE SITE DOES NOT INCLUDE ANY DESIGNATED 100 YEAR FLOODWAY AREAS, NOR WETLANDS. EROSION CONTROL SPECIFICATION: INLET PROTECTION-INSTALL STRAW BALES AROUND INLET DURING CONST. INSTALL- FABRIC FILTER INLET PROTECTION AFTER PAVEMENT IS INSTALLED REFER TO DETAILS INSTALL AND MAINTAIN SILT FENCE REFER TO DETAILS TEMPORARY CONSTRUCTION INGRESS/EGRESS GRAVEL PAD REFER TO DETAILS SHEET C4.1 NOTE: REFER TO INDIANA STORM WATER QUALITY MANUAL AND THE SCS FIELD OFFICE TECHNICAL GUIDE FOR DETAILS AND SPECIFICATIONS. THE CITY ENGINEER HAS THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES IN THE FIELD AS CONDITIONS REQUIRE. SOD - OWNER MAY SUBSTITUTE PERMANENT SEED & MULCH FOR SOD AT THEIR DISCRETION DUST CONTROL: WATERING AS NEEDED ON SITE AND SWEEPING OF ROADWAYS & FINISHED PARKING LOT AS NEEDED CONCRETE WASH-OUT IP2 SANDBAG - INLET PROTECTIONIP3 SEDIMENT BASKET - INLET PROTECTION PERMANENT SEEDING & MULCH SOD IP1 SFSF PS DUST PAD EROSION CONTROL LEGEND: CW RIP RAP SOIL PROTECTIONRRSP ECB EROSION CONTROL BLANKET ALL SLOPES 1:4 AND GREATER 1 SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.2013 C5.0 DATE: SCALE: WIGHTMAN & ASSOCIATES, INC. 2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com ENGINEERING SURVEYING ARCHITECTURE REVISIONS THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED. © 2013 WIGHTMAN & ASSOCIATES, INC. P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B50 AutoCAD\130343 C5.0 SITE LIGHTING PLAN.dwg C5.0 9/5/2013 3:03:16 PM 07/19/2013 1" = 100' HORIZON BANK 502 FRANKLIN SQUARE MICHIGAN CITY, IN PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 SITE LIGHTING PLAN JOB NO: 130343 SCALE: 1" = 20'-0" SITE LIGHTING PLAN NO R T H FIXTURE 'A' DRIVE THRU SOFFIT (RECESSED) FIXTURE 'B' PARKING LOT LIGHT FIXTURE 'C' WALL SCONCE 1 SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.2013 CP1.0 DATE: SCALE: WIGHTMAN & ASSOCIATES, INC. 2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com ENGINEERING SURVEYING ARCHITECTURE REVISIONS THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED. © 2013 WIGHTMAN & ASSOCIATES, INC. P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B50 AutoCAD\130343 CP1.0 STORM SEWER P&P SHEET.dwg CP1.0 9/5/2013 3:40:31 PM 07/19/2013 AS NOTED HORIZON BANK 502 FRANKLIN SQUARE MICHIGAN CITY, IN PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 STORM SEWER PLAN & PROFILE SHEET JOB NO: 130343 SCALE: 1" = 30'-0" SITE PLAN VIEW NO R T H SCALE: 1" = 40' H, 1" = 5' V PROFILE VIEW - STA. 10+00 - 12+17 SCALE: 1" = 40' H, 1" = 5' V PROFILE VIEW - STA. 20+00 - 21+59 SCALE: 1" = 40' H, 1" = 5' V PROFILE VIEW - STA. 30+00 - 30+99 1 SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.2013 NOTES: 1.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATION FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVE 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 10FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.