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Home My WebLink AboutSite PlanLEGEND: SQUARE FEET p 170 _.._.._.-__.._..___.._.-_.._.._--_.._.._ REGULATED AREA DISTURBANCE AREA 1G8 PROPERTY LINE NOTES: TOP Of WALL Lu Q I G6 612 IG4 (PER PLAN) IG2 1 1. %, :DIMENT CONTROL FABRIC TO BE A WETLAND PER REF. I WOE POLYPROPYLENE MATERIAL TREATED TO RESIST DEGRADATION FROM EXPOSED SUNLIGHT. 1 EXISTING CONTOUR 2. \/\`+PCEPTABLE is olc- R EX TsOR EN Mco TRENCH CUT FABRICS CO. --X WIRE PENCE - 6® TO 8" DEEP 3. AFTER FOLDING FABRIC EDGE, -X 6" TO 8' WIDE BACKFILL TRENCH VATH ORIGINAL 2 0'XV STAKES DRIVEN SOIL INTO GRADE APPROXIMATE;.Y CONCRETE BLOCKS NCR SILT FENCE 2'. SET 8' TO 10' APART, OI fl fABW UP SLOPE PROPOSED CONTOUR SILT FENCE i'STAL(ATION NOT TO ;SALE C`T-DOT MODIFIED 528-8 LIMIT OF FLOOD ZONE (SEE GENERAL NOTE # 2) PROPOSED SPOT GLADE RIP RAP AT TOE O 12" MIN. 3" BITUMINOUS CONCRETE PAVEMENT PLACE 9" HEIGHT OF BITUMINOUS CONCRETE ALONG WALL AS CURBING FREE DRAINING GRAVEL BACKFILL --__-----COMPACTED Fll-_L - NOTE: KIPRAP TO BE EQUIPMr-NT 4" PERFORATED !-IDPE DRAIN PLACED FROM BEHIND TriE WALL DAYLIGHT DRAIN AT END OF WALL Q IP FND IRON PIN FOUND 1, ' TYPICAL Rf-TAI N I NG WALL 510N 5ffDIMENTCONTONOX NOTE5. I e ALL EROSION �- SEDIMENT CONTROL MEASURES TO BE CONSTRUCTED AS DETAILED NKD SPECIFIED IN THE CONNECTICUT GUIDELINES FOR 501L EROSION AND SEDIMENT CONTI;OL JANUARY 2002 AS AMENDED. 2. ALL fKO51ON * SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION, PROPERLY MAINTAINED DURING CONSTRUCTION AND REMAIN IN PLACI UNTIL ALL DISTURBED AREAS HAVE BEEN PROPERLY STABILIZED. AFTER INSTALLATION OF THE INITIALLY PRESCRIBED MEASURES, ADDITIONAL MEASURES MAY BE REQUIRED TD ADDRE55 FIELD CONDITIONS AS ORDERED BY THE TOWN OF MONTVILLE 0R ITS DESIGNATED AGENT(5). 3. THE 5MALLE5T PRACTICAL AREA OF LAND SHOULD BE EXPOSED. THE EXPOSURE 5HOUID BE THE SHORTEST P'EIIOD OF TIME. WHEN NECESSARY TEMPORARY VEGETATION AND IR MULCHING SHOULD BE USED TO PROTECT THE EXPOSED AREAS. FINAL VEGETATION 5II0ULD BE INSTALLED AS 50ON AS POSSIBLE. WHEREVER FEASIBLE NATURAL VEGETATION 5HCULD BE RIS-TAINED AND PROTECTED, 4. THE STOCKPILING OF BUILDING MATERIALS SHALL BE WITHIN THE AREA OF DI5TUBANCF-. 5. SILT FENCE SHALL BE USED TO TRAP ANY SEDIMENT GENERATED FROM EXPOSED 501L SURFACES. THE DRIVEWAY 5I -TALL BE 5TAB11J2ED WITH COMPACTED GRAVEL AS 50ON A5 POSSIBLE. G. TOPSOIL AND EXCAVATED SU5501L FROM THE FOUNDATION AREA SMALL. BE STOCKPILED WITHIN THE AREA OF DISTURBANCE. ALL STOCKPILES SHALL BE RINGED WITH SILT FENCE. 7. 5EEDBED PREPARATION: FINE GRADE AND RAKE 501L TO REMOVE ANY STONES LARGER THAN 2 INCHES_ INSTALL ANY NEEDED EROSION CONTROL DEVICES SUCH AS SURFACE WATER DIVERSIONS. APPLY LIMESTONE AT A RATE OF TWO TONS PER ACRE OR 90 POUNDS PER 1000 5QUARE FEET. FERTILIZE WITH 10-1 O-1 O AT A RATE OF I I POUNDS PER 100 5QUARE FEET. WORK LIME AND FERTILIZER INTO THE 501L TO A DEPTH OF FOUR INCHES. 6_ 5EED APPLICATION: APPLY SHADE. TOLERANT GRA55 MIXTURE BY HAND, CYCLONE SEEDER OR HYDR05EEDER. SEEDING SHALL BE DONE BETWEEN APRIL I AND JUNE I OR BETWEEN AUGUST 15 AND SEPTEMBER 1. IF SEEDING CANNOT BE DONE DURING THESE TIMES, REPEA MULCHING PROCEDURE UNTIL SEED CAN BE DONE. 9. E5TABLISH PFIZMANENT VEGETATION USING .A 5EFD M!?'TURE C%I-: ��EN iCKY" BLUEGKA55 20 LBS/ACRE CREEPING RED FESCUE 20 LBS/ACRE PERENNIAL RYE GRASS 5 LBS/ACRE TOTAL 45 LB-5/ACRE THE RECOMMENDED DATES FOR SEEDING ARE APRIL I THRU JUNE I AND AUGUST 15 THRU SEPTEMBER 1. 10. MULCHING: IMMEDIATELY FOLLOWING 5EFDING, MULCH THE SEI -DED 5URFACff WITH STRAW OR HAY AT A RATE OF 1.5 TO 2 TONS PER ACRE. MULCH SHALL BE SPREAD BY HAND OR WITH A MULCH BLOWER.. PUNCH MULCH INTO 501L SURFACE APPROXIMATELY TWO TO THREE INCHES. GENERAL N'OTES® 2. A PORTION Of THE 51TE 15 LOCATED WITHIN FLOOD PLAIN ZONE X (WHITE) o AND ZONE X {GRA)] A5 SHOWN ON FIRM MAP 090099-0011 -C-MAP Q REVISED: DECEM13EK 5, 1995; ADJACENT ZONE A (ELEV. I G8). O 17G 174 LU 172 Lu 7) SQUARE FEET p 170 o® 50 DISTURBANCE AREA 1G8 Q>LU DISTURBANCE AREA 3,016 Lu Q I G6 612 IG4 DISTURBANCE AREA IG2 g _u NORMAL WATER LINE OXOBOXO BROOK Cil N.T.S. 12" DEPTH COMPACTED GRAVEL BASE NON -WOVEN GEOTEXTiLE SURROUND DRAIN AND UNDEK BASE EXCAVATE + 12" DEPTH OF ORGANIC5 OR UNSUITABLE 501L 1 112" CLA5511 BITUMINOUS CONCRETE 1 112" BINDER COUR5E s -\ . J 12" ROLLED GRAVEL 5UBBA5E BITUMINOUS CONCKfff- PAVEMENT NOT TO 5CALE PRUNING SHALL BE IN ACCORDANCE WITH APPROVED HORTICULTURAL STANDARDS IN ORDER TO PRESERVE THE NATURAL FORM OF THE SPECIFIC PLANT. IF APPLICABLE * APPROVED BY THE LANDSCAPE ARCHITECT, ONE FOURTH TO ONE THIRD OF THF WOOD SHALL 13E REMOVED BY THINNING OUT TO BALANCE ROOT L055 DUE TO TRANSPLANTING. GARDEN H05E - MIN. 2 PLY: POSITION ABOVE 15T SET OF BRANCHES. 2 5TRAND5 12 GAUGE GALV, WIPE T+NISTED. 2"x 2"x 8' HARDWOOD STAKE WITH NOTCHED END. DRIVE 5TAKE5 AT ANGLE ANIS DRAW VERTICAL. 115E 3 fi ER TREE FOR 3" CAL, OR LESS WHERE SPACE DOES NOT ALLOW GUYING, CUT BURLAP *, WIRE BASKETS FROM TOP 1/3 OF ROOT BALL REMOVE ALL SYNTHETIC WRAPS, ROPES 4- TWINES ENTIRELY FROM ROOT BALI 3"-4" 5HKEDDED PINE BARK MULCH 4`501L SAUCER (TYP.) FINISH GRADE TOPSOIL - _ �Z PLAITING PIT BACKFILLED WITH n :2 NOTE: WHERE PLANT PITS ARE DUG WITH AN AUGERING DEVICE, GLAZED SIDES OR HARDENED SURFACES SHALL BE SCARIFIED PRIOR TO PLANTING. 3 GUYS OF 8 GAUGE TWISTED WIRE 120' APART AROUND TREE= (A GUYS IF OVER 3 112" CALIPER). APPROVED 4� SECURED TREE WRAP. BEGIN WRAPPING FROM BOTTOM. G" TURNBUCKLE (GALVANIZED) FLAG (TYP.) SET OOT BALL AT OR SLIGHTLY ABOVE PIN. GRADE 3" BELOW GRADE SPECIFIED PLANTING SOIL 1,G" MIN. COMPACT SOIL MIX BELOW BALL 1 2"MIN 4- PITCH AWAY FROM BALL TO CTP 5 PERIMETER Of PLANTING PIT EQUALS TWICE BALL. DIAMETER TREE PLANTING DETAIL NOTE: DECIDUOUS TREES 3" CALIPER OR LE55 4 EVERGREEN TREES 8' OR LESS TO OF STAKED. ZONING COMPLIANCE CHART PROPOSED USE: COMMERCIALG HYDRANT ZONING DISTRICT: / N/F CASTLE REALTY LLC 15�1�G IP FND ..REQUIRED PROM D E� �®5b'I+Q„ � MIN LOT AREA 4 0, 000 S.F. 20,799 S, F. (I) {P PND 7 2_ OH MIN LOT FRONTAGE 150 FT. 17076 FT. x/ ® _ � MIN FRONT YARD SETBACit 30 FT 20 FT (2) TOTAL ADDITIONAL P4 VED '� \ ! 1 � IW. MIN SIDE YARD SETBACK 15 FT 15 FT. AREA : 2,342 SQ, FT� MIN REAR YARD SETBACK 30 FT. 56.5 FT I7 FT SANITARY ,�,�GP MAX BUILDING HEIGHT 50 FT (/} EXISTING NON -CONFORMING L OT (2) VARIANCE LIMIT OF r "L 009 ZONE (ELEV 168) BerS CYCLE I EX15- RETA WALT SQUARE FEET CUBIC YARDS PI?0FOSED KETLAND 387 50 DISTURBANCE AREA PROPOSED- UPLAND REVIEW ry DISTURBANCE AREA 3,016 330 PROPOSED FLOOD PLAIN 612 100 DISTURBANCE AREA EX15- RETA WALT EXISTING GROUND PRE -ENGINE RED METAL BUILD66 /s '� \ ON A CONCRETE SLAB 73.0\ Roddond LOCATION MAP Pond NOT TO SCALE Po 0 SJT� a a� MONTVILLE, CT Prgj ect Narrative: The goal of the proposed project is to create additional parking/vehicle storage area equivalent to nine parking spaces) for the B&S Motorcycle repair shop. the proposed parking area represents the smallest economically feasible expansion of the parking/storage area that can be made on the site. Therefore, this proposal represents a least impact alternative for development, which achieves the project goals. The area to the rear (north) of the existing building was considered for a parking area. The narrow width (15 to 20 feet) of the property to the rear of the building would not allow the necessary turning movements to effectively utilize the area for parking/storage- The area would provide a maximum of two spaces which could be efficiently )used. In addition, the presence of utilities at the street line in this area further limit access to the rear of the building. Soil Erosion &Sediment Control Pian: NO'T'E: THE OWNER SHALL RETAIN THE SERVICES OF A REGISTERED PROFESSIONAL ENaGINEER TO OVERSEE THE CONSTRUCTION OF THE PROJECT AND THE IMPLEMENTATION OF THIS Soil 6 Erosion tsa:Ttpupe4 4,gg®sr�i +aa 1. Install silt fence adjacent to disturbed areas. 2. Strip and remove topsoil from proposed parking area. 3.- Prepare subgrade for retaining wall. - 4. Construct retaining wall and place rip rap toe protection along wall. 5- Backfill and compact proposed parking area. Pave parking area. 6. Fine grade, seed and mulch all disturbed areas. Plant trees. 7. Temporary mulch shall be placed on any disturbed areas that can not be seeded within the prescribed seeding dates. Z5. Mote: Construction shall be conducted during a period of low flow. - A , NOTES: o EXISTING RET. W4L O= ; `X TO BE REMOVED IIS ? rn 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULA TIONS OF 9 CONNECTICUT STA TE AGENCIES SECTIONS 20-3008-1 THROUGH 2O-3008 20 AND THE EXISTING "STANDARDS FOR SURVEYS AND MAPS IN THE STA TE OF CONNECTICUT" AS ADOPTED BY THE e' o PAVED f'ARKtr�IG .30 - CONNECTICUT ASSOC/A TION OF LAND SURVEYORS, INC. ON SEFTENBER 26, 1996. IT IS AN .� AREA 7-g gCK IMPROVEMENT L OCA TION SURREY BASED ON A DEPENDENT RESURVEY CONFORMING TO <c HORIZONTAL CLASS "A 2" AND TOPOGRAPHIC ACCURACY CLASS 'T--2". 5 �172 2. NORTH ARROW IS BASED ON REFERENCE NO. I EXISTING CA TCH BASIN TOP FRAME = 169.4 J. THE ENTIRE" PROPERTY IS IN ZONING DISTRICT INV. = 167. r,' PROPOSE -D RETAINING WALL4. THE PROPERTY IS SHOWN ON MONTVILLE ASSESSORS MAP 82 LOT 60 TOP OF WALL ELEV 174:0 5. TOPOGRAPHY SHOWN IS A RRE,SUL T OF FIELD MEASUREMENTS RECORDED ON APRIL 29, 2006. 6' WHITE PINE TREES' t 6. THE -WETLANDS BOUNDARY SHOWN ON THE PLAN WAS ORIGINAL Y FLAGGED BY RICHARD PUNTED f0' O/C FOR �.- �'�,:; � � X /5„��-p SARSKI AND IS SHOWN ON THE PLAN BASED ON REFERENCE NO. I. PERMANENT SHADE COVERS 7. THE CONTRACTOR SHALL CONTACT CALL -BEFORE You DIG I-800,,922-4455 PRIOR TO ANY EX -CA -VA TIONS. PLACE ROCK A T'cs>F _ WL-) L) REFERENCES.- TOE OF WALL � TILL- _ '`' -- ®- ® (SEE DETAIL) ILA ._ IP FND /. MAP ENTITLED 'Sl TE PLAN, PROPER TY BELONGING TO WILLIAM SHALL CROSS 1R. 302 ROUTE INSTALL AND MAINTAIN _ A CONTINUOUS LINE ` .�� ` �...., OF SIL T FENCE 80014 `2b (LIMIT OF DISTURBANCE) 7.05 OUTLET "OF HDPE DRAIN :® 9 163, MONTVILLE, CONNECTICUT" SCALE I"=20' DA TED FEBRUARY 23.1998- 2. 199 J 2. MAP ENTITLED "CONNECTICUT STA TE HIGHWA Y DEPARTMENT, RIGHT OF WA Y MAP", SCALE BM El E'V )70.03 1" 40", PAGE 2 OF 4, DA TED AUGUST 34 1938 INV. 164.0 NIF R. R. SPIKE IN /5 " WA. O,�EC (NG VD 29) CLARK Revision # 3 Topographic Accuracy Noted; 12/12/07 EXISTING RETAINING WALL Revision # 2 IWWC Comment -I I/1 2/07 Horizontal Scale: I It= 10' Vertical Scale: I " = 5' �,r w dge d elle€; this all p 15 5u ntial y rrect as noted hereon. I delineated the Inland Wetland * Watercourse BoundaryTo kno Indicated on this property. I am of .� opinion that the wetland boundary which I marked on the property Is shown correctly on tht� map. R. Richard 5narski, Certified Soil Scientist # 1975 Date ®w Thomas J. Benoit, P.L.5. CT LIC. # 701 59 Certification is not valid without live signature and embossed (impression) type seal N VIEW. 01 20' 40' G0' SCALE, I " = 20' To my knowledge and belief; this map is substantially correct z5 noted hereon. A-17% 4 _ Mark k Reynolds, P.E. CT L1 :. # 197b9 Certlfication es not vale,✓{ WIthOUt IIVC signature and embossed (;repression) type seal. _ Revision # I Town Engineer's Comments; 10/ 1 6/07 1 6f LU ry IlL� ODZ / 1 EXISTING GROUND PRE -ENGINE RED METAL BUILD66 /s '� \ ON A CONCRETE SLAB 73.0\ Roddond LOCATION MAP Pond NOT TO SCALE Po 0 SJT� a a� MONTVILLE, CT Prgj ect Narrative: The goal of the proposed project is to create additional parking/vehicle storage area equivalent to nine parking spaces) for the B&S Motorcycle repair shop. the proposed parking area represents the smallest economically feasible expansion of the parking/storage area that can be made on the site. Therefore, this proposal represents a least impact alternative for development, which achieves the project goals. The area to the rear (north) of the existing building was considered for a parking area. The narrow width (15 to 20 feet) of the property to the rear of the building would not allow the necessary turning movements to effectively utilize the area for parking/storage- The area would provide a maximum of two spaces which could be efficiently )used. In addition, the presence of utilities at the street line in this area further limit access to the rear of the building. Soil Erosion &Sediment Control Pian: NO'T'E: THE OWNER SHALL RETAIN THE SERVICES OF A REGISTERED PROFESSIONAL ENaGINEER TO OVERSEE THE CONSTRUCTION OF THE PROJECT AND THE IMPLEMENTATION OF THIS Soil 6 Erosion tsa:Ttpupe4 4,gg®sr�i +aa 1. Install silt fence adjacent to disturbed areas. 2. Strip and remove topsoil from proposed parking area. 3.- Prepare subgrade for retaining wall. - 4. Construct retaining wall and place rip rap toe protection along wall. 5- Backfill and compact proposed parking area. Pave parking area. 6. Fine grade, seed and mulch all disturbed areas. Plant trees. 7. Temporary mulch shall be placed on any disturbed areas that can not be seeded within the prescribed seeding dates. Z5. Mote: Construction shall be conducted during a period of low flow. - A , NOTES: o EXISTING RET. W4L O= ; `X TO BE REMOVED IIS ? rn 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULA TIONS OF 9 CONNECTICUT STA TE AGENCIES SECTIONS 20-3008-1 THROUGH 2O-3008 20 AND THE EXISTING "STANDARDS FOR SURVEYS AND MAPS IN THE STA TE OF CONNECTICUT" AS ADOPTED BY THE e' o PAVED f'ARKtr�IG .30 - CONNECTICUT ASSOC/A TION OF LAND SURVEYORS, INC. ON SEFTENBER 26, 1996. IT IS AN .� AREA 7-g gCK IMPROVEMENT L OCA TION SURREY BASED ON A DEPENDENT RESURVEY CONFORMING TO <c HORIZONTAL CLASS "A 2" AND TOPOGRAPHIC ACCURACY CLASS 'T--2". 5 �172 2. NORTH ARROW IS BASED ON REFERENCE NO. I EXISTING CA TCH BASIN TOP FRAME = 169.4 J. THE ENTIRE" PROPERTY IS IN ZONING DISTRICT INV. = 167. r,' PROPOSE -D RETAINING WALL4. THE PROPERTY IS SHOWN ON MONTVILLE ASSESSORS MAP 82 LOT 60 TOP OF WALL ELEV 174:0 5. TOPOGRAPHY SHOWN IS A RRE,SUL T OF FIELD MEASUREMENTS RECORDED ON APRIL 29, 2006. 6' WHITE PINE TREES' t 6. THE -WETLANDS BOUNDARY SHOWN ON THE PLAN WAS ORIGINAL Y FLAGGED BY RICHARD PUNTED f0' O/C FOR �.- �'�,:; � � X /5„��-p SARSKI AND IS SHOWN ON THE PLAN BASED ON REFERENCE NO. I. PERMANENT SHADE COVERS 7. THE CONTRACTOR SHALL CONTACT CALL -BEFORE You DIG I-800,,922-4455 PRIOR TO ANY EX -CA -VA TIONS. PLACE ROCK A T'cs>F _ WL-) L) REFERENCES.- TOE OF WALL � TILL- _ '`' -- ®- ® (SEE DETAIL) ILA ._ IP FND /. MAP ENTITLED 'Sl TE PLAN, PROPER TY BELONGING TO WILLIAM SHALL CROSS 1R. 302 ROUTE INSTALL AND MAINTAIN _ A CONTINUOUS LINE ` .�� ` �...., OF SIL T FENCE 80014 `2b (LIMIT OF DISTURBANCE) 7.05 OUTLET "OF HDPE DRAIN :® 9 163, MONTVILLE, CONNECTICUT" SCALE I"=20' DA TED FEBRUARY 23.1998- 2. 199 J 2. MAP ENTITLED "CONNECTICUT STA TE HIGHWA Y DEPARTMENT, RIGHT OF WA Y MAP", SCALE BM El E'V )70.03 1" 40", PAGE 2 OF 4, DA TED AUGUST 34 1938 INV. 164.0 NIF R. R. SPIKE IN /5 " WA. O,�EC (NG VD 29) CLARK Revision # 3 Topographic Accuracy Noted; 12/12/07 EXISTING RETAINING WALL Revision # 2 IWWC Comment -I I/1 2/07 Horizontal Scale: I It= 10' Vertical Scale: I " = 5' �,r w dge d elle€; this all p 15 5u ntial y rrect as noted hereon. I delineated the Inland Wetland * Watercourse BoundaryTo kno Indicated on this property. I am of .� opinion that the wetland boundary which I marked on the property Is shown correctly on tht� map. R. Richard 5narski, Certified Soil Scientist # 1975 Date ®w Thomas J. Benoit, P.L.5. CT LIC. # 701 59 Certification is not valid without live signature and embossed (impression) type seal N VIEW. 01 20' 40' G0' SCALE, I " = 20' To my knowledge and belief; this map is substantially correct z5 noted hereon. A-17% 4 _ Mark k Reynolds, P.E. CT L1 :. # 197b9 Certlfication es not vale,✓{ WIthOUt IIVC signature and embossed (;repression) type seal. _ Revision # I Town Engineer's Comments; 10/ 1 6/07