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Home My WebLink AboutSubdivision Plan 02072020T Ut-M n. VOL. VOLUME PG. PAGE N/F NOW OR FORMERLY S.F. SQUARE FEET MS MERESTONE MON MONUMENT IPIN IRON PIN REC. RECOVERED NR NOT RECOVERED SMH SANITARY MANHOLE ES EVERSOURCE • IRON PIN OR DH TO BE SET N/F i N/F i N/F DEAN LISA MUTUAL PROPERTIES, LLC GARY & LOIS OBERN (MAP 70 - LOT 66) (MAP 70 - LOT 67) (MAP 70 - LOT 69) ES ES#1002 LES 1003 0 #3503 EX. WATER MAIN DOCK ROAD — EX. TELE MAIN — — — SMH ' —e--�-- dWG EX. 8" SEWER MAIN GARAGE N/F DAVID A. JALBERT, ET AL VOL. 621 PG. 196 (MAP 70 - LOT 101) SHED N/F JAMES HENRY BUTLER VOL. 585 PG. 832 (MAP 70 - LOT 107) gy��o�t�t►atr�rr�� T \ioi,�&D F, THIS MAP IS SUBSTANTIALLY CORRECT I NOT VALID WITHOUT A LIVE SIGNATURE N � F T $E SURVEYOR HEREON. No 7U¢i L=-,--- WfOM�YO&iAMPS L.S. #70019 v f DATE 'ONC. JALL EDGE OF LAWN (ENCROACHMENT) 3ARAGE SHED IPIN REC. N/F REGINALD ORBE, JR & KAREN G. ORBE VOL. 207 PG. 838 (MAP 70 - LOT 100) SITE DATA TABLE - ZONE R-20 7 ITEM REQUIRED LOT 1 LOT 2 LOT AREA 20,000 S.F. 29,821 SF +/- 29,383 SF LOTFRONTAGE 80 FT. 80.00' 80.00' FRONT YARD 40 FT. 66.9' 66.9' REAR YARD 40 FT. 314.5' (DECK) 316.9' (DECK) SIDE YARD (EAST) 10 FT. 12.5' 14.5' SIDE YARD (WEST) 10 FT. 11.6' (DECK) 13.8' BUILDING HEIGHT 35 FT. 26 FT. 26 FT. APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION CHAIRMAN OR SECRETARY DATE APPROVED BY THE MONTVILLE WATER POLLUTION CONTYROL AUTHORITY SIGNATURE DATE DATE OF COMPLETION OF ALL WORK SIGNATURE DATE PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN SIGNATURE DATE LOCATION MAP 1000 500 0 1000 GRAPHIC SCALE IN FEET OWNER/APPLICANT S BUILDERS, LLC 511 MOHEGAN AVENUE PARKWAY QUAKER HILL, CT 06375 NOTES: 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "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 PROPERTY SURVEY BASED ON A RESURVEY AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE TOWN OF MONTVILLE LAND RECORDS VOLUME 650 - PAGE 990. 3. TOTAL AREA OF PROPERTY - 59,204 SQUARE FEET± (1.36 ACRES±). 4. THE PROPERTY IS SHOWN ON ASSESSORS MAP 70 - LOT 101-1. 5. THE PROPERTY IS LOCATED IN ZONING DISTRICT R-20. 6. THE PROPOSED LOTS WILL BE SERVICED BY MUNICIPAL SEWER AND WATER. 7. TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T-2 & T-3 MAPPING STANDARDS. BASE FOR LEVELS: APPROXIMATE N.G.V.D. 1929. 8. UNDERGROUND UTILITIES SHOULD BE MARKED OUT PRIOR TO ANY LOT CONSTRUCTION. CALL BEFORE YOU DIG: 811. 9. NO PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN FLOOD ZONE "AE" (ELEVATION -11) AS SHOW ON "FIRM MAP NEW LONDON COUNTY, CONNECTICUT, ALL JURISDICTIONS, MAP NUMBER 09011C0361J, EFFECTIVE DATE: AUGUST 5, 2013. 10. THE PROPOSED DEVELOPMENT ALLOWS FOR THE CREATION OF 2 NEW LOTS. A HOUSE, DRIVEWAY AND ASSOCIATED UTILTIES ARE PROPOSED ON EACH LOT. 11. THERE ARE NO INLAND WETLANDS LOCATED ON OR WITHIN 50' OF THE PROPERTY. MAP REFERENCES: FIRST CUT LOT SURVEY PREPARED FOR DAVID A. JALBERT, ET AL„ #11 DOCK ROAD, MONTVILLE, CONNECTICUT, SCALE: 1"=30', DATE: 9/6/19, PREPARED BY ADVANCED SURVEYS, LLC. sv_. X111 -- NOTE: DRIVEWAY SIGHTLINES EXCEED 300' IN BOTH DIRECTIONS PROPOSED UTILITY POLE PROVIDE PAVED APRON & NON -TRACKING RELOCATE CONSTRUCTION ENTRANCE "25"MPH SIGN (SEE DETAIL) IF NEEDED SANITARY LINE CONNECTION WATER LINE WATER LINE (SEE NOTE #3) ) BENCHMARK ES CONNECTION ES #1003 (SEE NOTE #3) ES TOP OF IRON PIN #1002 (SEE NOTE #3) �3 #3503 ELEV.-63.$0 EX. TELE MAIN DOCK — — ROAD EX., WATER MAIN —.� —.. TIE INTO —.. —..—.. SMH EX. 8" SEWER MAIN EX. SEWER ; ., STUB (D-6'±) 63.6xx6T x62.4 WG F - - i 64 "--}---- I IPINT) — 64.5x REC. 164.7x t64.$x 16.3 40' `� �' 40' I• 64, I I CONC. WALL cn �c w , d . I PROPOSED ( I.6`'' PROPOSED j a DRIVEWAY 1 DRIVEWAY I _ _ _ 1 INSTALL & MAINTAIN A CONTINUOUS I LINE OF SILT FENCE (SEE DETAIL) 63.5x PROPOSED PROPOSED RESIDENCE , RESIDENCE INSTALL & MAINTAIN A CONTINUOUS F.F.-72.5 F.F.-73.0 I LINE OF SILT FENCE (SEE DETAIL) ' BSM'T FL -63.5 BSM'T FL -64.0 I I � tiDECK I DECK � b � PROPOSED MIE � LIMITS OF CLEARING II IFD FD1 63 EDGE OF LAWN 10' 10' I (ENCROACHMENT) 6 I GARAGE LOT #101-1 LOT #101-2 I#13 DOCK ROAD I I #15 DOCK ROAD II ( I I 6 I 4 I ( N/F N/F ( I I ( REGINALD ORBE, JR & I DAVID A. JALBERT, ET AL (0e KAREN G. ORBEI VOL. 621 PG. 196 \ I ( I I VOL. 207 PG. 838 (MAP 70 - LOT 101) ( I FSH (MAP 70 - LOT 100) II I� II I I ( I I I 1 ,I I I I � I I I �I I I I \ 64 � I i i I I 62 � � I I I • i/C I I I I CONSTRUCTION ENTRANCE NOT TO SCALE I I I I I WFP 6ti 40' 40' I REMAINS OF/� 63 /WIRE FENCE L- - IPIN 63 �� REC. SHED I I N/F APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION I JAMES HENRY BUTLER VOL. 585 PG. 832 (MAP 70 - LOT 107) CHAIRMAN OR SECRETARY DATE LEGEND: VOL. VOLUMEPROJECT NO. 20-011 SUBDIVISION PLAN APPROVED BY THE MONTVILLE WATER POLLUTION CONTYROL AUTHORITY PG. PAGE DRAWN BY: R.A.D. PREPARED FOR N/F NOW OR FORMERLY S.F. SQUARE FEET DATE: 2/7/20 DH DRILL HOLE SIGNATURE DATE SCALE: 111=30' SUNMAR/RAF BUILDERS, LLC MON MONUMENT IPIN IRON PIN SHEET 2 OF 2 REC. RECOVERED DATE OF COMPLETION OF ALL WORK SMH SANITARY MANHOLE OV CON COAi�t�c REVISIONS DOCK ROAD — — — 64 — — — EXISTING CONTOUR®�' .Qe" T, MONTVILLE CONNECTICUT 64 PROPOSED CONTOUR SIGNATURE DATE *CC* = LOT DEVELOPMENT / E&S CONTROLS / — u — — u — PROPOSED UTILITIES TO MY KNOD � r IEF, THIS MAP IS SUBSTANTIALLY CORRECT PROPOSED SILT FENCE BARRIER AS N6TE5. o,. ]k AP IS NOT VALID WITHOUT A LIVE SIGNATURE PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN ----- FD PROPOSED FOOTING DRAIN T 0THE SURVEYOR HEREON. CONSIDERED IN DEVELOPMENT OF THIS PLAN ADVANCED SURVEYS, LLC. � IRON PIN OR DRILL HOLE TO BE SET �, � , 30 15 0 30 25 Apple Lane, Colchester CT. 06415 w RICHARD A. DESCHAMPS L.S. #70019 DATE SIGNATURE DATE Phone & Fax (860) 267-5979 CTR APHTC SCALF. IN FRET LOT DEVELOPMENT NOTES: 1. IMPROVEMENTS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE INTENDED TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT PLANS MAY BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION. 2. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN. 3. CONTRACTOR SHOULD COORDINATE THE SANITARY SEWER LINE AND WATER LINE CONNECTIONS WITH THE PROPER TOWN AGENCY. THE ELEVATION OF THE SEWER CONNECTION SHOULD BE VERIFIED PRIOR TO THE INSTALLATION OF THE SEWER SERVICE. 4. DRIVEWAYS SHALL HAVE A PAVED APRON INSTALLED 10' FROM EDGE OF ROAD. DRIVEWAYS GRADED OVER 10% SHALL BE PAVED. MILL ENTIRE TEMP. APPLY HOT PAVEMENT PATCH AND 1B" NEW 2" MIN. COMPACTED JOINT SEALER TO BEYOND PREVIOUS CLASS 2 BITUMINOUS CONCRETE ALL MILLED EDGES SAWCUDIRECTIONS T IN ALL PLACED IN A SINGLE LIFT (WIDTH VARIES) EXIST. ROAD SURFACE /- SURFACE AD ELECTRICAL, TELEPHONE AND CABLE TELEVISION SERVICE CROSS SECTION NOT TO SCALE FINISHED GRADE UTILITY TRENCH CROSS SECTION NOT TO SCALE i EROSION AND SEDIMENT CONTROL PLAN_ 1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE TO BE LIMITED TO .AREAS ADJACENT TO THE PROPOSED HOUSE AND DRIVEWAY. 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED, 3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE. 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 5. PRIOR TO SITE DISTURBANCE, THE ZONING ENFORCEMENT OFFICER OF 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. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. TEMPORARY VEGETATIVE COVER: MULCHES APPLICATION RATE PER 1000 S.F. STRAW/HAY 70-90 lbs. WOOD CHIPS 185-275 lbs. PLANTING SCHEDULE: SEEDING DATES: APRIL 1------- NNE 15 AUGUST 1------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE NOTES FREE FROM WEEDS AND COARSE MATTER FREE OF COARSE MATTER AIR DRIED, TREAT WITH 121bs NITROGEN / TON FILTER !•' ~`' •' BOTTOM 2. OF TEMP. APPLY TACK COATING .• ,' PATCH TO REMAIN TO ALL MILLED SURFACES FOR STABILITY AND PRIOR TO PAVING , SELF CLEANING NOTE$: Y � EDGE OF 1. MILLING LINES SHALL BE TRENCH BACKFILL STRAIGHT AND NEAT. 2. HUMPING OF PERMENANT A r'' PATCH SHALL hM BE ALLOWED. 3. PATCH SHALL BE CONSTRUCTED TO BE ISHABLE CROSS-SECTION TRAVELINGI OVER IT BYN MOTOR VEHICLE AT POSTED SPEED LIMIT. PAVEMENT REPAIR DETAIL ELECTRICAL, TELEPHONE AND CABLE TELEVISION SERVICE CROSS SECTION NOT TO SCALE FINISHED GRADE UTILITY TRENCH CROSS SECTION NOT TO SCALE i EROSION AND SEDIMENT CONTROL PLAN_ 1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE TO BE LIMITED TO .AREAS ADJACENT TO THE PROPOSED HOUSE AND DRIVEWAY. 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED, 3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE. 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 5. PRIOR TO SITE DISTURBANCE, THE ZONING ENFORCEMENT OFFICER OF 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. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. TEMPORARY VEGETATIVE COVER: MULCHES APPLICATION RATE PER 1000 S.F. STRAW/HAY 70-90 lbs. WOOD CHIPS 185-275 lbs. PLANTING SCHEDULE: SEEDING DATES: APRIL 1------- NNE 15 AUGUST 1------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE NOTES FREE FROM WEEDS AND COARSE MATTER FREE OF COARSE MATTER AIR DRIED, TREAT WITH 121bs NITROGEN / TON FILTER FABRIC II ANGLE 100 UP SLOPE POST FOR STABILITY AND ( SELF CLEANING COMPACTED ; w BACKFILL ^" Q NOT TO SCALE