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Home My WebLink AboutSite PlanSITE DATA TABLE - ZONE R-20 ITEM REQUIRED PROVIDED LOT AREA 20P000 S.F. 29,728 SF +/- (EXIST.) LOT FRONTAGE 50 FT.- 57.16' (EXIST.) FRONT YARD 40 FT. 491±(HOUSE) REAR YARD 40 FT. 751± (DECK) SIDE YARD (EAST) 10 FT. 461± (HOUSE) SIDE YARD (WEST) 10 FT. 181± (GARAGE) BUILDING HEIGHT 45 FT. 30 FT. CB T.F.-499.76 EW. 495.66 SMI -I T.F.-500.20 INV. -493.2± TIE INT'D EXISTING SANITARY ff SEWER STUB. ELEVATION NOT KNOWN, (SEE NOTE #8) UB \ \ / x499.8 PROVIDE BENCHMARK 499,9x TOP OF IPIN ANTI -TRACKING UB ELEV.-500.50 PAD (SEE DETAIL) INP, x499.6 CB 7 1 / II f \ T.F.-499.47 INV. -496.27 499.7x C. 0 oo) c > c loc,)oco", )0000co 0 0 0 0 UB ilo 0 SEWER 000 loo,o) 0 /499 7x 10 0 000oo.0 STUB 000')o o o 0 ook 00,0,00,0,00000 SPIN 0 oy 50. REC. IPIN N '2949, 000000000c)oo REC.D00000000 00 0 00 0 0 0 Q 0 00c, 0000 0 N 82b29'49tl E 16.88' 499.3x o5v Cl POST 0 s, REC. 499-=;\ CB \ \ , T.F.-499.15 INV, -495.20 �4�/ \\\ \\\ \ -- _ ,/ j/� PROPOSED LIMITS OF 498" PROPOSED CLEARING, WELL INV. -495.10 N/F 40 ` = \ // i THOMAS A. HOLMES VOL. 562 PG. 204 \ \ �r s r / \V/ 1 K el 0- N/F JENNIFER ROLA & LUlSITO NOPAL VOL. 436 PG. 573 CURVE DATA TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH— CHORD BEARING DELTA ANGLE C1 60.00' 40.78' 40.00' S 63001'33" W 38"56'28" C4 275.00' 904.701 200.001 N 28049'38" W 4203815311 N/F THOMAS A. MLMES VOL. 562 PG. 204 JUSTIN M. COOK & IPIN iALISON L. COOK D"uf'i VOL. 439 PG. 795 rA 7�1�q CONSTRUCTION ENTRANCE NOT TO SCALE LEGEND: VOL. VOLUME PG. PAGE N/F NOW OR FORMERLY S.F. SQUARE FEET M.S. MERESTONE IPIN IRON PIN REC. RECOVERED SMH SANITARY MANHOLE EX. EXISTING CB CATCH BASIN EXISTING CONTOUR PROPOSED CONTOUR 503.lx PROPOSED SPOT ELEVATION N/F JENNIFER ROLA & LUlSITO NOPAL VOL. 436 PG. 573 CURVE DATA TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH— CHORD BEARING DELTA ANGLE C1 60.00' 40.78' 40.00' S 63001'33" W 38"56'28" C4 275.00' 904.701 200.001 N 28049'38" W 4203815311 N/F THOMAS A. MLMES VOL. 562 PG. 204 JUSTIN M. COOK & IPIN iALISON L. COOK D"uf'i VOL. 439 PG. 795 rA 7�1�q CONSTRUCTION ENTRANCE NOT TO SCALE FILTER FABRIC POST — COMPACTED ANGLE 100 UP SLOPE FOR STABILITY AND _0 SELF CLEANING c I SILT FENCE NOT TO SCALE Ili MAR 2 2021 F, 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 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. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE, TEMPORARY VEGETATIVE COVER: MULCHES APPLICATION RATE NOTES PER 1000 S.F. STRAW/HAY 70-90 lbs, FREE FROM WEEDS AND COARSE MATTER WOOD CHIPS 186-275 tbs. FREE OF COARSE MATTER AIR DRIED, TREAT WITH PLANTING SCHEDULE: 12lbs NITROGEN / TON SEEDING DATES: APRIL 1 ------- JUNE 15 AUGUST I ------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE NOTES: I. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-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 555 - PAGE 430 (SECOND TRACT). 3. TOTAL AREA OF PROPERTY - 29,728 SQUARE FEET± (0.68 ACRES±). 4. THE PROPERTY IS LOCATED IN ZONING DISTRICT R-20. 5. THE PROPERTY IS SHOWN ON ASSESSORS MAP 36 - LOT 21. 6. TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T-2 "PING STANDARDS. BASE FOR ELEVATIONS: N,G.V.D. 1929, 7. THE PROPOSED RESIDENCE IS TO BE SERVICED BY MUNICIPAL SEWER AND AN ON SITE WELL, 8. CONTRACTOR SHOULD COORDINATE THE SANITARY SEWER LINE CONNECTION WITH THE PROPER TOWN AGENCY. THE ELEVATION OF THE SEWER CONNECTION BE VERIFIED PRIOR TO THE INSTALLATION OF THE SEWER SERVICE. MAP REFERENCE: BOUNDARY PLAN - DOLBEARE MEADOWS PHASE II, PROPERTY OF MARIANNE SPECTOR, OLD COLCHESTER ROAD, MONTVILLE, CONNECTICUT, SCALE: V= 100', SHT, 2 OF 21, DATE: JANUARY 2001, REV. TO 4/26/02, PREPRARED BY TOTAL TECHNOLOGY, INC. 0 Tb M 'KNOtiV E C A LI F,THIS MAP IS SUBSTANTIALLY CORRECT D A§ NCS ON T w I NOT VALID WITHOUT A LIVE SIGNATURE ASD ' O,S S T E SURVEYOR HEREON. vA me 5- '"&,6WS RICH L.S. 00019 DAYE FILTER FABRIC POST — COMPACTED ANGLE 100 UP SLOPE FOR STABILITY AND _0 SELF CLEANING c I SILT FENCE NOT TO SCALE Ili MAR 2 2021 F, 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 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. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE, TEMPORARY VEGETATIVE COVER: MULCHES APPLICATION RATE NOTES PER 1000 S.F. STRAW/HAY 70-90 lbs, FREE FROM WEEDS AND COARSE MATTER WOOD CHIPS 186-275 tbs. FREE OF COARSE MATTER AIR DRIED, TREAT WITH PLANTING SCHEDULE: 12lbs NITROGEN / TON SEEDING DATES: APRIL 1 ------- JUNE 15 AUGUST I ------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE NOTES: I. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-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 555 - PAGE 430 (SECOND TRACT). 3. TOTAL AREA OF PROPERTY - 29,728 SQUARE FEET± (0.68 ACRES±). 4. THE PROPERTY IS LOCATED IN ZONING DISTRICT R-20. 5. THE PROPERTY IS SHOWN ON ASSESSORS MAP 36 - LOT 21. 6. TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T-2 "PING STANDARDS. BASE FOR ELEVATIONS: N,G.V.D. 1929, 7. THE PROPOSED RESIDENCE IS TO BE SERVICED BY MUNICIPAL SEWER AND AN ON SITE WELL, 8. CONTRACTOR SHOULD COORDINATE THE SANITARY SEWER LINE CONNECTION WITH THE PROPER TOWN AGENCY. THE ELEVATION OF THE SEWER CONNECTION BE VERIFIED PRIOR TO THE INSTALLATION OF THE SEWER SERVICE. MAP REFERENCE: BOUNDARY PLAN - DOLBEARE MEADOWS PHASE II, PROPERTY OF MARIANNE SPECTOR, OLD COLCHESTER ROAD, MONTVILLE, CONNECTICUT, SCALE: V= 100', SHT, 2 OF 21, DATE: JANUARY 2001, REV. TO 4/26/02, PREPRARED BY TOTAL TECHNOLOGY, INC.