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HomeMy WebLinkAboutDemolition and Erosion Control PlanZ ZZZZZ Z ZZZZZZZZ ZZZXXXXX X35' NO DISTURB ZONE (TOCB) 50' BUFFER ZONE (TOCB) 100' BUFFER ZONE (TOCB) 35' NO D ISTU R B ZONE (TOC B)50' BU FFER Z ONE ( TOCB ) 100' B U FFE R ZONE ( TOCB )100' BUF FER ZON E (R IVE RFRON T)200' BUF FER ZON E (R IVE RFRON T) 35' NO DIS T U R B Z O N E ( D U N E) 50' BUFFER ZONE ( D U N E ) PROPOSED STOCKPILE AREA PROPOSED STOCKPILE AREA ALL HARDSCAPES WITHIN SHADED AREA TO BE REMOVED AND DISPOSED OF OFF SITE IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS ALL EXISTING SEPTIC LEACHING FIELDS THAT ARE UNDER VEGETATION TO BE PROTECTED THROUGHOUT CONSTRUCTION. CONTRACTOR TO PLACE AN ORANGE VINYL FENCE AROUND ALL LEACH FIELDS. AL EXISTING CATCHBASINS TO BE PROTECTED THROUGHOUT CONSTRUCTION (TYP.) PROPOSED TRACK PAD (SEE DETAIL) PROPOSED TRACK PAD (SEE DETAIL) ALL EXISTING UTILITIES TO BE PROTECTED THROUGHOUT CONSTRUCTION PROPOSED 6' TALL CHAIN LINK GATE PROPOSED 6' TALL CHAIN LINK FENCE PROPOSED 6' TALL CHAIN LINK GATE PROPOSED 6' TALL CHAIN LINK FENCE PROPOSED 6' TALL CHAIN LINK FENCE CONTRACTOR TO KEEP ALL EQUIPMENT OFF OF SOUTH SHORE DRIVE FOR PEDESTRIAN ACCESS SHEET PILE WALL TO BE PROTECTED THROUGHOUT CONSTRUCTION WOODEN STEPS TO BE REMOVED XXXCoastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYPLAN EXISTING CONDITIONS BACKGROUND SHOWN ON THIS PLAN IS A DIRECT REPRESENTATION FROM AN EXISTING CONDITIONS SURVEY DONE BY FELDMAN GEOSPACIAL. SEE PLAN TITLED "EXISTING CONDITIONS PLAN" FOR 25, 28 & 39 SOUTH SHORE DRIVE (RED JACKET BEACH RESORT) BY FELDMAN GEOSPACIAL DATED NOVEMBER 17, 2022 REFERENCE:G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 5/15/2023 1:03 AM1 inch = 30 ft. 30 15 0 30 90 RED JACKET BEACH RESORT & SPARED HOSPITALITY28 SOUTH SHORE DRIVESOUTH YARMOUTH, MAC17189.03DEMOLITION AND EROSION CONTROLC-101 2 5 1" = 30' 05-18-2023 C17189.03-CIV.dwg DAV JABREFERENCE20' MIN.50' MIN. STABILIZED CONSTRUCTION ENTRANCE DETAIL 15' R INLET PROTECTION NOTES: 1. GRATE TO BE PLACED OVER FILTER FABRIC. 2. INSTALL SILT SACK IN PAVED LOCATION FILTER FABRIC CATCH BASIN FRAME AND GRATE CATCH BASIN CATCH BASIN INLET PROTECTION DETAIL NOTES: 1. THE LOCATION OF THE STABILIZED CONSTRUCTION ENTRANCE/EXIT TO BE SPECIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. SILT SACK IN PAVED LOCATION LEGEND SILT FENCE XCHAINLINK FENCE 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL AND PROTECTION OF DRAINAGE STRUCTURES UNTIL COMPLETION OF SITEWORK AND ESTABLISHMENT OF VEGETATIVE GROUND COVER. 2. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE DAY TO DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO REMOVE ANY LITTER OR DEBRIS. 3. PRIOR TO CONSTRUCTION, INSTALL PERIMETER SEDIMENT BARRIER IN LOCATION(S) SHOWN ON PLAN. SEDIMENT BARRIER TO BE DOUBLE-STAKED STRAW BALES WITH SILT FENCE OR 12"Ø STAKED COIR LOGS/SILT SOCK. 4. TEMPORARY SOIL MATERIAL STOCKPILES SHALL BE SURROUNDED WITH SILTATION BARRIER ON THE DOWNGRADIENT SIDE TO PREVENT DISCHARGE OF SEDIMENT FROM SITE. MATERIAL STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SHALL BE STABILIZED WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER MEASURES THAT ARE NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT FROM THE PROJECT SITE. 5. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 6. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE. 7. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 1. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. 2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. EROSION & SEDIMENTATION CONTROL NOTES: 1. AREA HIGHLIGHTED TO BE CLEARED AND GRUBBED. THE CONTRACTOR SHALL EMPLOY DUST CONTROL METHODS AND MATERIALS AT ALL TIMES USING SPRINKLED WATER OR OTHER APPROVED MEANS. DO NOT USE OIL OR SIMILAR PENETRANTS. CHEMICAL MATERIALS MAY NOT BE USED ON SUBGRADES OF AREAS TO BE SEEDED OR PLANTED. 2. INSTALL PERIMETER LIMIT OF WORK CONSTRUCTION FENCE AND SEDIMENTATION BARRIER AS INDICATED ON PLAN. PROTECT EXISTING DRAINAGE INLETS WITHIN AND ADJACENT TO CONSTRUCTION AREA. 3. INSTALL VEHICLE TRACK PAD AT ENTRANCE. 4. LOCATE AREAS OF MATERIALS STORAGE & STOCKPILE. SURROUND MATERIAL STOCKPILES WITH EROSION CONTROL BARRIER. 5. MAINTAIN EROSION CONTROL BARRIERS, VEHICLE TRACK PAD, AND INLET PROTECTION THROUGHOUT CONSTRUCTION. 6. ROUGH GRADE SITE. 7. INSTALL TEMPORARY CONSTRUCTION PERIOD RUNOFF MANAGEMENT SWALES. 8. GRADE PROPOSED PARKING BY COTTAGES. 9. INSTALL DRAINAGE SYSTEM, AND SITE UTILITIES. 10. INSTALL BITUMINOUS CONCRETE BINDER COURSE IN PARKING AREA. 11. INSTALL CURBING AND SIDEWALKS. 12. STABILIZE & VEGETATE DISTURBED AREA. CONSTRUCTION SEQUENCE - SITE WORK: SEPTIC FIELD FENCE CATCHBASIN PROTECTION VEHICLE TRACK PAD OVER EXISTING PAVEMENT 1" x 2' x 4' WOODEN STAKE 6' ON CENTER (MAX)2'4'FILTER FABRIC STAPLE FABRIC TO POST BURRY BOTTOM OF FILTER FABRIC IN 6" x 6" TRENCH 9" STRAW WATTLE SLOPE NOT TO SCALE WATTLE SILT BARRIER DETAIL NOT TO SCALE NOT TO SCALE CONSERVATION COMMISION SET (NOT FOR CONSTRUCTION)