Loading...
HomeMy WebLinkAboutSWPP Plan - C900 KinderCare Carmel15' SETBACK20' SETBACK30' SETBACK KIDERCARE LEARNING CENTER SINGLE STORY BUILDING “6) F.F. 902.00' SOUTH SUB-PARCEL (58110 SF OR 1.33 AC) NORTH SUB-PARCEL (49960 SF OR 1.15 AC) 20' SE T B A C K 0' 5' 10' 15' 20' 25' 50'20' SETBACK30' SETBACK ANDGREENBELTEX.ST EX.ST EX.ST EX.ST EX.ST EX.ST EX.ST EX.STEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SAN CWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCW20'-0" SAN. EASEMENT 20'-0" WATER E A S E M E N T NO PLAN T I N G SUB-PARCEL LINE SAN SAN 20'-0" SAN. EASEMENT 10'-0" GAS EASEMENT WTR GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTSTSTSTST STSTSTSTST 10'-0" GAS EASEMENT DISTURBANCE LIMIT CWOCWOCWOCWO TMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMS TMS TMS TMS TMS TMS TTSTTSTTSTTSTTSTTSTTSTTSTTSTTSTTS TTS TTS TTS TTS TTS IP (ROW)IP IP DISTURBANCE AREA = 1.729 AC ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTST901.5'901.5'900.0' 898.0' 897.0' 900.0' 901.0'901.5'898.0' IP IP DISTURBANCE LIM I T DISTURBANCE LIM I T DISTURBANCE LIMITDISTURBANCE LIMIT DISTURBANCE LIMITFLOWF LOW FLOW FLOW FLOW FL O W FL O W FLOW FLOWFLOWFLO W FL O W FLOW TEMPORARY ENTRANCE PLACE SWPPP INFORMATION SIGN AT THIS LOCATION TEMPORARY CONCRETE WASH-OUT TEMP. MATERIAL STORAGE AREA TEMP. TRASH STORAGE AREA RE-ESTABLISH GRASS BY SEEDING IF NO DISTURBANCE OCCURS IN 7 DAYS RE-ESTABLISH GRASS BY SEEDING IF NO DISTURBANCE OCCURS IN 7 DAYS RE-ESTABLISH GRASS BY SEEDING IF NO DISTURBANCE OCCURS IN 7 DAYS A A A A B B B B B B BBB B B C DE F F F F F F F F F SAN SAN SAN SAN SAN ST901.0'900.5'9 0 0 . 5 '900.0'900.0' 900.0' 899.0' 899.0' 899.0' 898.0' 897.0'901.0'897.0' IP IP IP 898.0'898.0'902.0' 902.0' 901.0' 900.0'; 899.0' 901.0' 900.0' 899.0' 901.0' 900.0' ST ST ST ST ST ST ST ST ST WTR WTR 150'-0" IP KEYED NOTES: TEMPORARY ROCK CHECK DAM GRASS SHALL BE RE-ESTABLISHED IN THIS AREA BY SEEDING. A HEALTHY STAND OF GRASS SHALL BE ESTABLISHED IN ALL DISTURBED AREAS UPON COMPLETION OF LAND DISTURBING ACTIVITIES. TEMPORARY MULCH STABILIZATION AND SEEDING SHALL BE APPLIED IN DISTURBED AREA WHERE NO ADDITIONAL DISTURBANCE OCCURS IN 7 DAYS, AS NOTED BELOW. 24' WIDE CONSTRUCTION ENTRANCE/ WHEEL CLEANING AREA TEMPORARY TRASH AREA/ TEMPORARY TOPSOIL STOCKPILE AREA, IF REQUIRED. (SEE EROSION CONTROL DETAIL) TEMPORARY MATERIAL STORAGE AREA INSTALL EROSION CONTROL BLANKET ON SLOPE ROCK CHUTE/ RIPRAP AT PIPE OUTLET (NOT USED) TEMPORARY SEDIMENT BASIN OUTLET TRAP, 12' LONG AND 6' WIDE FROM OUTLET (NOT USED) = AREA SUBJECT TO TEMPORARY SEEDING DURING CONSTRUCTION & PERMANENT SEEDING AND/OR SOD PLACEMENT AS SOON AS LAND DISTURBING ACTIVITIES ARE COMPLETE. = CONCRETE TRUCK WASHOUT AREA (10'X10') = FILTER SOCK DROP INLET PROTECTION = TEMPORARY MATERIALS STORAGE AREA = CONSTRUCTION/ DISTURBANCE LIMITS = SILT FENCE = RIPRAP SCOUR PROTECTION OVER FILTER FABRIC = GRAVEL CONSTRUCTION ENTRANCE. MIN. L= 50FT, W=24FT = EROSION CONTROL BLANKET (WESTERN EXCELSIOR EXCEL SR-1 OR APPROVED EQUAL) = DIRECTION OF SURFACE FLOW = TEMPORARY RACK CHECK DAM SF = TEMPORARY TRASH STORAGE AREA/ STOCKPILE AREA TMS TMSTMSTMS TTS TTS TTSTTSSIP SIP SIPSIPCWO CWOCWOCWOEROSION CONTROL & SWPP LEGEND = INLET PROTECTION A B C D E F G H GENERAL NOTES: 1.THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS. STORM WATER RUNOFF, OR OTHER FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. 2.PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION. 3.THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE PLANS AND SPECIFICATIONS INCLUDED HEREIN. 4.ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE INDIANA STORM WATER QUALITY MANUAL AVAILABLE FROM IDEM. 5.ADDITIONAL EROSION CONTROL MEASURE MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 1 2 3 4 5 6 1 2 3 4 5 6 D C B A 236 EAST MAIN STREETENGINEERING THAT WORKSENGINEERING WITH STYLEGAS CITY, IN 46933SCALE(36x24): SITE STORMWATER POLLUTION PREVENTION PLAN C900 1 1" = 20' - 0" SWPP PLAN C900 N