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I 1.) CLEARING, GRUBBING, AND GRADING OF THE LOT TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND UTILITY INSTALLATION. 2.) DISTORBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. 3.) ALL ,':,-OPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FEN,CE, 4.) ALL CUT AND FILL- SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 51) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR. 6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7.) DUS.T CONTROL Wl:.L BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. mw yeagum-, cam 9131411KX_E MULCHESAPPLICATION RATE NOTES SEEI)INQ DATES: PER 1000 S.F. APRIL 1 - JUNE 15 AUGUST 1 - SEPTEMBER 15 STRAW/HAY 70--r90 lbs. FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: WOOD CHIPS PS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS 12lbs NITROGEN / TON 10% PERENNIAL RYE foiiuvt FABRIC Airw 10' Up SLOPE 004 STA81L" AND SELF CLEANING POST COMPA&E NOT TO SCALE ...... L=32.36" R=589.00' A =03*08'52" C LEN=32.36' BRG=S 52*31'13" E .LE M FF FIRST FLOOR ELEV ELEVATION SF SQUARE FEET 28,189 SF EXISTING CONTOURS 100 PROPOSED CONTOURS FRONT YARD STONE WALL 391 NUILDINO $CTISACK LINE 40' PROPOSED PARKING SPOT REAR YARD PROPOSED SILT FENCE X PROPOSED FENCE U PROPOSED BURIED UTILITIES 7" PIPE BEDDING E X:: 4 OU S,-,- REMOVE EXISTING HOUSE, STONE RET. WALLS & CONC. PADS BENCHMARK IRON ROD ELEV.=46.00' N/F SANDBERG —WATER, SEWER OR 6 1. iSAS SERVICE VARIES ALL TRENCH MATERIAL ANO BED - TO BE APPROVED BY APPROPRIATE AGCY ffj=- ][RH.. CfflSS_._S NOT TO SCALE 7*'DH FND voopo 1z"N '3NsE 2 PROVIDE GAS CONNECTION N/F SANDBERG X ''fl N -(3 9 N S F R Mal ... LOT DEVELOPMENT PLAN 0 20 GRAPHIC SCALE, IN FEET 1.) ALL EXTERIOR, GROUND AREAS DISTURBED BY CONSTRUCTION AND NOT COVERED W, BUILDINGS, STRUCTURES, PAYING, CONTINUOUS SHRUB BEDS OR OTHER SITE IMPROVEMENTS SHALL BE GRADED, TOPSOILED TO A DEPTH OF 6 AND SEEDED. -2.) 18.70 FT. FRONT YARD SETBACK VARIANCE - SECTION 8.6, GRANTED 13Y ZBA JANUARY 4, 1995, 3.) 11,810 S.F. LOT AREA VARIANCE SECTION 8.4, GRANTED BY ZBA JANUARY 4, 1995. 1.) SUBDIVISION PLAN PREPARED FOR JOSEPH W. SANDBERG, FITCH, HILL ROAD NEW LONDON TURNPIKE, MONTVILLE, CONNECTICUT, 1 40'. BY CHANDLER, PALMER & KING, NORWICH, dTt, DATE: OCTOBER 13, 1994 WITH - REVISIONS TO 2/8/95* 2.) WATER EXTENSION LANDSDOWNE ESTATES RTCH' HILL ROAD AND FRANCES ,STREET. MONTVILLE, CONNECTICUT, PREPARED FOR BUTLER/SMC, INC. SCALE 1 % BY CHANDLER, PALMER &_ KING, NORWICH, CT, DATE MAY 2, 1991, REVISED SEPTEMBER 17, 1991, 3.) "SITE DEVELOPMENT PLAN PREPARED F©R MITE WILLOW, LLC, 15 FITCH HILL ROAD 20 0 20 20 MONTVIL.LE, CONNECTICUT, PREPARED BY CME ASSOC- INC., DATE 9/14/06, SH. 1 OF 1- wm Ilm PAY, NJ VA WE w m WA GRAPHIC SCALE IN FEET WATER VAULT—CONNECT NEW WATER SERVICE (SEE NOTE 3) L= 157.31' R=717.05' A=12*34'11" C LEN=156.99' BRG=N 05*02'23" W REFURBISH EXIST. SEWAGE PUMP SYSTEM (SEE NOTE 3) 6 2 4 4'S 31.3" PER VARIANCE AT TIME OF SUBDIVISION SITE DATA TABLE ZONE R20 'ITEM REQUIRED PROVIDED LOT AREA. 20,004 SF 28,189 SF .LOT FRONTAGE 100 193-57 FRONT YARD 31.3* 391 SIDE YARD 40' 50, REAR YARD 40 70: SLOG. HEIGHT 351 9 STORIES PARKING 3 SPACES 4 -SPACES * VARIANCE GRANTED SEE NOTE #3, DATE REVISION 1.). THIS SURVEY HAS BEENPREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT. STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND 114E "STANDARDS' :FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED' BY THE CONNECTICUT ASSOCIATION. OF LAND SURVEYORS, INC. ON SEPTEMBER -'26, 1996. IT IS A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL CLASS A-2/7-2 STANDARDS OF ACCURACY, 2.) TOPOGRAPHIC INFORMATION 'SHOWN COMPLIES TO T-2 MAPPING STANDARDS. BASE FOR LEVELS: REFERENCE MAP 1. 3.) UNDERGROUND UTlUTYj STRUCTURE AND FAC!LITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE -RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIESS FROM PAROL TESTIMONY AND FROM OTHER SOURCES.- THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER -SUCH FEATURES MAY EXIST ON THE SITE.- THE EXISTENCE OF WHICH ARE UNKNOWN TO CME/CPK DESIGN GROUP.. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE-, . FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO: CONSTRUCTION, CALL BEFORE -YOU DIG 1-800-922-4455. 4.) PROPERTY IS LOCATED IN ZONING DISTRICT R20, 5.) AS eUILT PLAN. _S14-010ANG SITE IMPROVEMENTS MUST 9C PROVIDED ro(LOWINs COMPLETION Or THE PROJECT. IN ADDITION TO HORIZONTAL L6dATI0N5,__'VERTICAL DATUM MUST BE PROVIDED. 6.) ALL DEMOLITION DEBRIS TO BE REMOVED FROM THE SITE AND DEPOSITED IN AN APPROVED. -DUMP AREA. 7.), IF REQUIRED, A -PREBLAST SURVEY MUST BE COMPLETED PRIOR TO THE START OF CONSTRUCTION. N 3 1L DING L" h - I SITE PLAN 15 FITCH HILL ROAD MONTVILLE, CONNECTICUT DATE: PREPARED FOR Februory 18, 2014 RIVERBEND BUILDERS, LLC DRAWN BY: 323 RIVER ROAD PAWCATUCK, CONNECTICUT SCALE: 1 20' Develoment Solutions., L.L.C. SHEET NO. A Technical Services Company 1 of 1 DRAWING NO. DS -14-5 33 East Town St., Norwich, Connecticut Phone: (860)204-0248 — Fax: (860)204--0652