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HomeMy WebLinkAboutSite Plan256 254 252 250 248 246 1 � \ 0 \ 0 \ 4.5` PIT C NO LEDGE NO WATER NO MOTTLING \ 4.5' EXISTING GROUND ELEVATION \\ PIT E NO LEDGE NO WATER NO MOTTLING WORST CASE LEDGE �I ORIGINAL SUBDIVISION MAP EXISTING DOUBLE CB r r 234 FOUNDATION DRAIN TO DAYLIGHT W/ RODENT PROOF COVER , 236 238 r r r 240 r „A,)_„A„ YARD AND E=ING REQU".iI2.EWM'S BY LI ZONE r , SECTION 40,975 SF* 200' FRONTAGE 144' FRONTAGE 50' FRONT YARD SCALE:1"=20' HORIZ "= �.vJ 30' SIDE YARD ,, 50' REAR YARD 1 2' VERT f' 242 PIT E NO LEDGE NO WATER NO MOTTLING WORST CASE LEDGE �I ORIGINAL SUBDIVISION MAP EXISTING DOUBLE CB r r 234 FOUNDATION DRAIN TO DAYLIGHT W/ RODENT PROOF COVER , 236 238 r r r 240 r „A,)_„A„ YARD AND E=ING REQU".iI2.EWM'S BY LI ZONE r , SECTION 40,975 SF* 200' FRONTAGE 144' FRONTAGE 50' FRONT YARD SCALE:1"=20' HORIZ "= �.vJ 30' SIDE YARD ,, 50' REAR YARD 1 2' VERT f' 242 � r �✓ 244 l r' r TI= 246 r ' CON( STEP � INSTALL IVETAL BEAM GUARD RAIL J� 248 '_ /'� ,% ,' 18, (TYP) INSTALL SILT FENCE PRIOR TO CONSTRUCTION ECP ECP ECP ECP +200.0 EP ® MON FND Lo? 252 -�--� PROPERTY LINE BUILDING LINE EXISTING CONTOURS PROPOSED CONTOURS ELEC., CATV & PHONE -UNDERGROUND UTILITIES CATCH BASIN PERCOLATION TEST DEEP TEST HOLE SPOT GRADE EDGE OF PAVEMENT MONUMENT FOUND EVERGREEN TREE i i 262 260 234 z, 236 238 j MON 240 FND / 242 244 264 264 INSTALL CONSTRUCTION ENTRANCE N /F OTHER LANDS OF VILLAGE DEVELOPMENT 195/500 A"-) 258 260 262 254 256 N /F OTHER LANDS OF VILLAGE DEVELOPMENT 195/500 252 IN/ r PAUL &BLANCHE KOLONICKI 107/421 TOWN OF MONTVILLE YARD AND E=ING REQU".iI2.EWM'S BY LI ZONE ZONING REQUIREMENTS ZONING COMPLIANCE 80,000 SF 40,975 SF* 200' FRONTAGE 144' FRONTAGE 50' FRONT YARD 50' FRONT YARD 30' SIDE YARD 30' SIDE YARD 50' REAR YARD 50' REAR YARD MAX. BLDG HEIGHT 50' 2 STORY BLDG. *APPROVED SUBDIVISION - I I � "I, mmmmm SITE LOCATIOn MAP GENERAL NOTES: 1. ACCESS TO LOT WILL BE FROM ENTERPRISE LANE. 2. THERE ARE NO WELLS OR SEPTIC SYSTEMS WITHIN 75' OF PROPOSED WELL OR SEPTIC SYSTEM. 3. A COMPANY SIGN IS TO BE ATTACHED TO THE PROPOSED BUILDING IN ACCORDANCE WITH SECTIONS 20.1 & 20.3 OF THE TOWN OF MONTVILLE ZONING REGULATIONS. 4. ELEVATION DATUM WAS TAKEN FROM THE ORIGINAL SUBDIVISION MAP, SEE SHEET 2 FOR MORE NOTES & DETAILS. MAP REFERENCES: 1. "SUBDIVISION PLAN OF WATERVIEW BUSINESS PARK PREPARED FOR VILLAGE DEVELOPMENT ROUTE 85 MONTVILLE, CONNECTICUT -JOHN KOPKO JR. & ASSOCIATES, INC. OCT. 1988 1 "=100'.” SANITARY ELEVATION DATA: 10 SA'JITARY INVERT AT FOUNDATION: 257.00 2Q 30'-4" DIA SCHEDULE 40 ASTM D1785 OR EQUAL PIPE (MIN SLOPE = 1/4" PER FT) 3 1000 GALLON TWO COMPARTMENT SEPTIC TANK INV. 254.25 IN INV. 254.50 OUT ® 10°-4" DIA SDR 35 PVC PIPE ® MODIFIED HIGH LEVEL OVERFLOW "D" BOX INV. 252.47 IN INV. 252.30 OUT INV. 252.55 OVERFLOW © 10'-4" DIA SDR 35 PVC PIPE „0„ BOX INV, 250.97 IN INV, 250.80 OUT Qu 45.' LONG x 48" x 12" DEEP STONE LEACHING TRENCH BOTTOM OF TRENCH ELEV.: 8 251.80 9 250.30 TRENCH INV. 8 252.30 9 250.80 R -VISION A THIS P -AN HAS BEEN REVISED TO INCORPORATE COMMENTS IN A LETTER TO J. DEMPSEY FROM MICHAEL 1KIRBY DATED MAY 22, 2000. NOTE: RATHER THAN DIGGING NEW TEST PITS AS REQUESTED IN COMMEJT 1, THE PRIMARY SEPTIC SYSTEM WAS REDESIGNED AND THE RESERVE AREA RELOCATED TO ELIMINATE THIS REQUIREMENT. REVISION B TO INCORPORATE COMMENTS IN A LETTER TO J. DEMPSEY FROM MICHAEL KIRBY DATED JUNE 9, 2000. TWO NOTES ARE STATED: THE SEPTIC SYSTEM IS TO BE RAISED 0.45'. PRIOR TC THE INSTALLATION OF THE SYSTEM, A TEST HOLE IS TO BE DUS3 IN THE RESERVE AREA. THIS MAS HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300-2' OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS EN- DCRSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN IMPR�VEVIENT LOCATION SURVEY BASED ON A RESURVEY OF THE ORIGINAL SUBDI- VISION I,AF JNFORVING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL CLASS T-2 AND IS INTENDED ^O BE USED FOR BOUNDARY DETERMINATION AND MUNICIPAL BUILDING & ZONING REQUIREMENTS. TO MY KNOWLEDGE AND BELIEF, THIS MA? IS STANTIALLY C ECT AS NOTED HEREON. JE?CME J. DEMPr(, LS#18141 JJL J DEMPSEY ASSOCIATES PROFESSIONAL LAN') OR.S SURVEYORS 76 BRAINARD STREET NEW LONDON CONNECTICUT 06320 860-447-8434 mm J. 0FM co is a .w r !, 8f 00 CIS 0-4 u E� x C) Z 00OwlZ Q;+ u SIIIEET No.: 2 of 2 SCALE: Na SCALE DATE: 3-23-00 PROJECT No.: 99-12-2 DRAWING FILE: BLACK.BURN2 DRAWN BY: TO CHECKED BY: T TT JJL