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Home My WebLink About04090012 VOWC Sec. 3004 BLK D - Brenwick Realty, Construction Plans pg. 04I DATE: 9/07/04 PROJECT NO.: 1238.035 III BRENWICK DEVELOPMENT CO. CARMEL, INDIANA CHECKED BY: SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N:\1238\035\DWGS\C103.DWG XREF: O05bs.DWG, 033bs.DWG XREF: 3001AbsS.DWG, 3004bs.DWG XREF: 035 BS.DWG XREF: 035 ERO.DWG SHEET NO.: C 03 f Al 1, it PROPOSED BUILDING 7 PAVED AREA INLET PROTECTION PERIMETER PROTECTION: SILT FEN EXISTING BROCCOLI BILLS EXISTING BRENWICK BUILDING l 0* CONS 'UCTION LIMITS N MINI1 1111111111 AREA TO BE TOPSOILED, SEEDED ANC MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION- (TYPE): EXISTING CURB GU I IER EX. HORSEFERRY ROA EX. BRENWI K PARKING LOT ?ROTECTION i 1 1 1 INN M M CURB INLET 3ROIECTIDN f N AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). 1 i 1 1 1 1 EXISTING VILLAGE OF WESTCLAY SECTION 3001 -A THE VILLAGE CENTER PART 2, BLOCK "E" BUILDING UNDER CONSTRUCTION EXISTING VILLAGE OF WESTCLAY SECTION 3004 BLOCK "D" ris,, 131 _:I- iI'/E:_ 8" RCP NW-,888.:36 I mi. me C R- )kitg f `iiROV ION HORSEFERRY ROA DRI EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL SAN: rA MA :H F cf 1= "'i,;1 i s ;>.4 INV 8" PVC NW= 880.16 J Q U r r.sl',�j FRI MANI':LE 1C$5 PVC t I! 5 `0, N V PVC: S6". i ,'.8 CURB INLET INS' 24 RCP NW- INV 24" RCP SE-886,68 ASSUMED NORTH SCALE: 1 20 X00 INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND EROSION CONTROL BY BUILDERS PROPERTY UNE/ DRAINAGE SWALE SILT FENCE FINISHED DRAINAGE EXISTING DRAINAGE TREE CONSERVATION GRAVEL ENTRANCE/ EXIT PAD DROP INLET PROTECTION SOIL SALVAGE AND UTILIZATION Ps PERMANENT SEEDING I CURB INLET b-8 PROTECTION HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. A. Temporary seeded areas established by the developer will be maintained by the builder and his sub contractors. Silt fences previously installed will be maintained. B. A construction drive to the building —site from the existing drive shall be installed of Number 2 Stone, 6" thick and a minimum of 12' wide. This shall be utilized for access to the building and any mud or dirt tracked into the drive shall be promptly removed to a stable area (water shall not be used to flush silt or mud into the storm sewer). C. Prior to construction, silt fence is to be installed along the back of curb at the front of the property and along the streets or at the edge of the rear drainage easement at the rear of the property. The silt fence is to be installed prior to construction and maintained until permanent vegetation (grass) is established. D. When time is appropriate, and as soon as possible, roof down spout extenders of non perforated drain tile should be extended to the street or other solid outlet until a lawn is established. E. Establish permanent ground cover and remove silt fence. RECEIVING WATER= ELLIOT CREEK COI\TACT PERSON: KEVIN KRULIK BRENWICK DEVELOPUIENT CO. 12821 E. NEW MARKET ST., STE 200 CARV EL, INDIANA 46032 (317) 574 -3400 w J U CC w I GI w 5 CC w w 5 w wcc 0 01111110o pON T s �ISTE R s. No. 00 STATE OF r ralll DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2004) ‘ab Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 9/07/04 PROJECT NO.: 1238.035 DRAWN BY: DCC CHECKED BY: SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N:\1238\035\DWGS\C103.DWG XREF: O05bs.DWG, 033bs.DWG XREF: 3001AbsS.DWG, 3004bs.DWG XREF: 035 BS.DWG XREF: 035 ERO.DWG SHEET NO.: C 03 PROPOSED BUILDING 7 PAVED AREA INLET PROTECTION PERIMETER PROTECTION: SILT FEN EXISTING BROCCOLI BILLS EXISTING BRENWICK BUILDING l 0* CONS 'UCTION LIMITS N MINI1 1111111111 AREA TO BE TOPSOILED, SEEDED ANC MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION- (TYPE): EXISTING CURB GU I IER EX. HORSEFERRY ROA EX. BRENWI K PARKING LOT ?ROTECTION i 1 1 1 INN M M CURB INLET 3ROIECTIDN f N AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). 1 i 1 1 1 1 EXISTING VILLAGE OF WESTCLAY SECTION 3001 -A THE VILLAGE CENTER PART 2, BLOCK "E" BUILDING UNDER CONSTRUCTION EXISTING VILLAGE OF WESTCLAY SECTION 3004 BLOCK "D" ris,, 131 _:I- iI'/E:_ 8" RCP NW-,888.:36 I mi. me C R- )kitg f `iiROV ION HORSEFERRY ROA DRI EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL SAN: rA MA :H F cf 1= "'i,;1 i s ;>.4 INV 8" PVC NW= 880.16 J Q U r r.sl',�j FRI MANI':LE 1C$5 PVC t I! 5 `0, N V PVC: S6". i ,'.8 CURB INLET INS' 24 RCP NW- INV 24" RCP SE-886,68 ASSUMED NORTH SCALE: 1 20 X00 INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND EROSION CONTROL BY BUILDERS PROPERTY UNE/ DRAINAGE SWALE SILT FENCE FINISHED DRAINAGE EXISTING DRAINAGE TREE CONSERVATION GRAVEL ENTRANCE/ EXIT PAD DROP INLET PROTECTION SOIL SALVAGE AND UTILIZATION Ps PERMANENT SEEDING I CURB INLET b-8 PROTECTION HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. A. Temporary seeded areas established by the developer will be maintained by the builder and his sub contractors. Silt fences previously installed will be maintained. B. A construction drive to the building —site from the existing drive shall be installed of Number 2 Stone, 6" thick and a minimum of 12' wide. This shall be utilized for access to the building and any mud or dirt tracked into the drive shall be promptly removed to a stable area (water shall not be used to flush silt or mud into the storm sewer). C. Prior to construction, silt fence is to be installed along the back of curb at the front of the property and along the streets or at the edge of the rear drainage easement at the rear of the property. The silt fence is to be installed prior to construction and maintained until permanent vegetation (grass) is established. D. When time is appropriate, and as soon as possible, roof down spout extenders of non perforated drain tile should be extended to the street or other solid outlet until a lawn is established. E. Establish permanent ground cover and remove silt fence. RECEIVING WATER= ELLIOT CREEK COI\TACT PERSON: KEVIN KRULIK BRENWICK DEVELOPUIENT CO. 12821 E. NEW MARKET ST., STE 200 CARV EL, INDIANA 46032 (317) 574 -3400 w J U CC w I GI w 5 CC w w 5 w wcc 0 01111110o pON T s �ISTE R s. No. 00 STATE OF r ralll DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2004) ‘ab Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering