Loading...
HomeMy WebLinkAboutSite Plancp s l 1 N/F MTIC ACQUISITIONS, LLC 1 VOLUME 316, PAGE 682 N/F RUTH KILBURN VOLUME 200, PAGE 885 VOLUME 60, PAGE 346 VOLUME 54, PAGE 252 SEE MAP REFERENCE A) PROPERTY LINE Ely dc) 2 o \ 2 \ O \ APPROXIMATE O LIMIT OF LEDGE CUT (SEE DETAIL) n G \ O NE Qa DUMPSTER PAD AND ENCLOSURE 0 p (SEE DETAIL) o`o \ 1000, P o F \ 1 ?\ Q CONC PAD G W/ METAL LID TBR BENCH MARK TOP OF FRAME \ CATCH BASIN ELEV 156.40 I FCENn„ AC ACRES SCLC BITUMINOUS CONCRETE UP CURB CONC CONCRETE DOT DEPARTMENT OF TRANSPORTATION FF FINISH FLOOR HDPE HIGH DENSITY POLYETHYLENE LF LINEAR FEET MH MANHOLE O11t+ WELL M/L MORE OR LESS N/F NOW OR FORMERLY SAN SANITARY STM STORM SF SQUARE= FEET RL ROOF LEADER TBR TO BE REMOVED TR TO REMAIN TYP TYPICAL i) CLEANOUT 01 0) CAR WASH STACKING/WAITING SPACES TYP ILR BUILDING SETBACK LINE STONE WALL STORM DRAINAGE PIPE 148 ---- EXISTING CONTOUR 150 NEW CONTOUR x 146.9;, NEW SPOT ELEVATION COPYRIGHT THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER DICESARE — BENITLEY FOR THIS PROJECT AT THIS SITE, AND ARE NOT TO BE ENGINEERS,INC. USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. ro in N a N/F MARY J. HALL 0 N O VOLUME 146, PAGE 1142 IZ ;Z Ill, ll- I I- IIII I 1 i' N I I'=I- II l I Ili I LEDGE I l AREA= 29" TO 68,181 SFL LEDGE 1.56 ACMM L 16" TO NEW SIGN LEDGE-\ - _ - _ - (" PARKING" NEW SIGN AND PAINTED STOP BAR LIN EW BCLC " STOP HERE CAR WASH" NEW 4 HIGH K FENCE LE8DGE0 CLEARING LIMIT LINE (T)P) TYP CHAI ( SEE DETAIL) BENCH MARK SPIKE SET IN BASE OF 10" TREE ELEV 184.17 n w w0 o kj C = - _ = _ - = N\ - CONC WALK \ 55r 048" TO ?,° 0 NEW PR CA T LEDGEOCONCWHL \ / OCG S`N P 9 4" STOP 0 C TBfZ SE EW BUIL ING OOR 2 TREES NEW I (SEE oD UGSH)T ` \ \ TBR NEW PAINTED 0TREECARWASHNEWAYLANESTRIPE TR 15' I 01 GE CE NEW OFFICE A ' N W L 713R (TYP) SERO ET L) TE 6' 36' 31'-4" A = 48 31'-4" WV )3n I NEW PAINTED R y NEWOOR STOP BAR AND C8 NECONCWALK- SIGN (TYP) CBW G 59'-4" STEP TB 2 * ay 'la QPROTECT3EEDETAIL) EW BUILDING GARAGE NEW BC•LC 2 NEW SIGNS TBR "DO NOT ENTER" I J TRAFFIC LIGHT IN INTERSECTIO NEW 0 SA ---N MH EWNC UM PAD ' Q p• u N-EW \ 200H 8-11 t1• 1 NEW FREE STANDING SIGN TYP-(SEE DETAIL Ci;•'.r.,..E3..„-4ss.".s:sl pa z TREES HOUSE h w LEDGE a CUT (SEE DETAIL) n O11t+ WELL W W Z Z 0 REVISIONS NN07 `8• O U a, r o kj C = - _ = _ - = N\ - CONC WALK \ 55r 048" TO ?,° 0 NEW PR CA T LEDGEOCONCWHL \ / OCG S`N P 9 4" STOP 0 C TBfZ SE EW BUIL ING OOR 2 TREES NEW I (SEE oD UGSH)T ` \ \ TBR NEW PAINTED 0TREECARWASHNEWAYLANESTRIPE TR 15' I 01 GE CE NEW OFFICE A ' N W L 713R (TYP) SERO ET L) TE 6' 36' 31'-4" A = 48 31'-4" WV )3n I NEW PAINTED R y NEWOOR STOP BAR AND C8 NECONCWALK- SIGN (TYP) CBW G 59'-4" STEP TB 2 * ay 'la QPROTECT3EEDETAIL) EW BUILDING GARAGE NEW BC•LC 2 NEW SIGNS TBR "DO NOT ENTER" IJ TRAFFIC LIGHT IN INTERSECTIO NEW 0 SA ---N MH EWNC UM PAD ' Q p• u N-EW \ 200H 8-11 t1• 1 NEW FREE STANDING SIGN TYP-(SEE DETAIL Ci;•'.r.,..E3..„-4ss.".s:sl pa MOUNTED LIGHT TRESEENOTE15) TBRE ( TYP) o CCNC APRONTBRI 15' R- ' NEW o NEW PAINTED NEW LAND CAPE CB I Q I O I TRAFFIC STRIP TRE S IP NEW BCLC (TYP)— — — — — TBR a _ ^ O n Fw pgiti 0 2 — u3 < w a - NEW WOODEN y F STOP BAR AND ? SIGN o? GUIDE RAIL TYP p 9 SIGN (TYP) ,` NEW \ STOP HERE Z m (SEE DETAIL) f v= O ON RED" J CB BIT CONC APRON TBR PROPERTY LINE 37't STOP BAR 58'± SEE NOTE 20 Cl ZONE APPROXIMATE LIMIT OF LEDGE CUT (SEE DETAIL) NEW SIGN CAR WASH/OIL CHANGE LANES (SEE DETAIL) EXISTING TREES HOUSE h 6-6-02 y{d 2 5-3-02 PER STAFF COMMENTS O11t+ WELL 4-4-02 4 Y f MOUNTED LIGHT TRESEENOTE15) TBRE ( TYP) o CCNC APRONTBRI 15' R- ' NEW o NEW PAINTED NEW LAND CAPE CB I Q I O I TRAFFIC STRIP TRE S IP NEW BCLC (TYP)— — — — — TBR a _ ^ O nFw pgiti 0 2 — u3 < w a - NEW WOODEN y F STOP BAR AND ? SIGN o? GUIDE RAIL TYP p 9 SIGN (TYP) ,` NEW \ STOP HERE Z m (SEE DETAIL) f v= O ON RED" J CB BIT CONC APRON TBR PROPERTY LINE 37't STOP BAR 58'± SEE NOTE 20 Cl ZONE APPROXIMATE LIMIT OF LEDGE CUT (SEE DETAIL) NEW SIGN CAR WASH/OIL CHANGE LANES (SEE DETAIL) R20 ZONE FORT SHANTOK ROAD SCLC SNET MAILBOXES SNET 667 (4 FORT SHANTOK ROAD) - - - - _ _ 668 SIGN SPEED LIMIT 30" GRADING, DRAINAGE, EROSION AND SEDIMENT CONTROL PLAN CERTIFIED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN DATE APPROVED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN DATE 20 0 20 40 GRAPHIC SCALE IN FEET G N/F ROGER D. LAMBERT AND SHERYL L. LAMBERT VOLUME 151, PAljE 147 149.88' APPARENT STREET LINE EXISTING TREES HOUSE 3 6-6-02 PER P&Z / DOT APPROVAL CONDI ;;ONS 2 5-3-02 PER STAFF COMMENTS O11t+ WELL 4-4-02 PER STAFF COMMENTS NO DATE a REVISIONS R TAINING WALL IRON PIPE (FOUND) R20 ZONE FORT SHANTOK ROAD SCLC SNET MAILBOXES SNET 667 (4 FORT SHANTOK ROAD) - - - - _ _ 668 SIGN SPEED LIMIT 30" GRADING, DRAINAGE, EROSION AND SEDIMENT CONTROL PLAN CERTIFIED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN DATE APPROVED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN DATE 20 0 20 40 GRAPHIC SCALE IN FEET G N/F ROGER D. LAMBERT AND SHERYL L. LAMBERT VOLUME 151, PAljE 147 149.88' APPARENT STREET LINE SITE DATA ZONE DISTRICT (Cl) COMMERCIAL -1 ITEM REQUIRED PROVIDED SI TE AREA 10,000 SF 68,181 SF MINIMUM LOT FRONTAGE 150 FT 253±ROUTE 3: 222±FORT SHANTO MINIMUM FRONT YARD 30 FT 32'/50' FTt MINIMUM SIDE YARD 15 FT <15' FTt MINIMUM REAR YARD NA NA MAXIMUM BUILDING HEIGHT 35 FT 17'-4" PARKING (SEE NOTE 9) 11 SPACES 11 SPACES WATER SUPPLY MUNICIPAL SEWAGE DISPOSAL MUNICIPAL MAP REFERENCE: A. PROPERTY SURVEY AND EXISTING CONDITIONS, PROPERTY OF: PETER A. & MELISSA M. MATYLENCZ, 4 FORT SHANTOK ROAD UNCASVILLE, CONNECTICUT, SCALE: 1"=20', DATE: FEBRUARY 5, 2002, SHEET 1 OF 1. BY DICESARE-BENTLEY ENGINEERS, INC. 100 FORT HILL ROAD, GROTQN, CONNECTICUT. NOTES: 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW 2483 SQUARE FOOT OIL CHANGE/CARWASH CENTER ESTABLISHMENT. 2, THIS PLAN IS FOR SITE PLAN REVIEW ONLY. IT IS NOT A CONTRACT DOCUMENT. 3. THESE PREMISES LIE ENTIRELY WITHIN THE TOWN OF MONTVILLE, CONNECTICUT C-1 (COMMERCIAL - 1), ZONING DISTRICT. 4. APPLICANT: C & D LAND DEVELOPMENT LLC, 91 MELL ROAD, LISBON, CONNECTICUT, 06351. 5. LOCATION OF ALL UNDERGROUND UTILITIES, INCLUDING SANITARY SEWER AND WATERLINES ARE APPROXIMATE AND MUST BE FIELD VERIFIED PRIOR TO ANY EXCAVATION. 6. ALL EXISTING SITE IMPROVEMENTS SHALL BE REMOVED EXCEPT AS NOTED. 7. "CALL BEFORE YOU DIG," AT 1-800-922--4455 SHALL BE CONTACTED PRIOR TO INITIATION OF THIS PROJECT. 8. DEMOLITION SHALL BE COORDINATED WITH APPLICABLE UTILITY COMPANY. 9, PARKING CALCULATIONS: AUTOMOTIVE SERVICE/CAR WASH (3 STALLS): 5 SP + 2 SP/STALL=11 SPACES REQUIRED: 11 SPACES PROVIDED: 11 SPACES 10. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ANSI STANDARDS, TOWN OF MONTVILLE SITE PLAN STANDARDS, OR ADA ACT OF 1991, WHICHEVER IS MOST RESTRICTIVE. 11, ANY WORK WITHIN THE STATE RIGHT-OF-WAY WILL REQUIRE A CONNDOT HIGHWAY ENCROACHMENT PERMIT. 12. NEW SIDEWALKS, RAMPS AND DRIVEWAYS SHALL BE INSTALLED TO PROVIDE SMOOTH TRANSITION FOR PEDESTRIANS AND VEHICLE -S, 13. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" STANDARDS. 14. DUMPSTER ENCLOSURE SHALL, INCLUDE AREA FOR RECYCLING CONTAINER (S). 15, LIGHTING SHALL BE DESIGNED AND INSTALLED TO MINIMIZE GLARE ONTO ADJACENT PROPERTIES AND ROADS. 16. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF MONTVILLE WATER POLLUTION CONTROL AUTHORITY. 17, ROOFTOP DRAINAGE SHALL BE PIPED TO THE NEW DRAINAGE SYSTEM, 18. NEW ELECTRIC AND TELEPHONE SERVICE SHALL BE INSTALLED UNDERGROUND. 19. EXISTING VEGETATION SHALL BE PRESERVED TO THE GREATEST EXTENT POSSIBLE. 20. DRIVEWAY WIDTH OF 37 FEET AT THE RIGHT OF WAY LINE AND 58 FEET WIDE AT AT THE CURB LINE IS SUBJECT TO PLANNING COMMISSION APPROVAL UNDER SECTION 19.8.4. 21. OPERATOR SHALL MAKE PROVISIONS FOR PROVIDING ACCESSIBILITY FOR HANDICAP CUSTOMERS TO THE SERVICE BAYS. 22. SEWER CONNECTION TO BE MADE PER WPCA SPECIFICATIONS. 23. OIL / GRIT SEPARATOR TO BE INSTALLED AND OPERATED PER CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS. 24. NO SANITARY FLOW IS TO GO TO THE OIL / GRIT SEPARATOR. NOTES CONTINUED ON SHEET 2 IRON PIPE (FOUND) 0 SITE PLAN NEW OIL CHANGE AND CAR WASH CENTER PROPERTY OF: C&D LAND DEVELOPMENT LLC LEASED TO: U N CASVI LLE QUICK LUBE LLC 4 FORT SHANTOK ROAD U N CASVI LLE, CONNECTICUT SCALE: 1"=20' DATE: MARCH 14, 2002 4,4DiCESARE- BENTLEY ENGINEERS INC. 100 FORT HILL ROAD GROTON, CONNECTICUT 860) 448-0400 DWG. NO: 02-003.02 SHEET 1 OF 5 3 6-6-02 PER P&Z / DOT APPROVAL CONDI ;;ONS 2 5-3-02 PER STAFF COMMENTS 1 4-4-02 PER STAFF COMMENTS NO DATE DESCRIPTION REVISIONS SITE DATA ZONE DISTRICT (Cl) COMMERCIAL -1 ITEM REQUIRED PROVIDED SI TE AREA 10,000 SF 68,181 SF MINIMUM LOT FRONTAGE 150 FT 253±ROUTE 3: 222±FORT SHANTO MINIMUM FRONT YARD 30 FT 32'/50' FTt MINIMUM SIDE YARD 15 FT <15' FTt MINIMUM REAR YARD NA NA MAXIMUM BUILDING HEIGHT 35 FT 17'-4" PARKING (SEE NOTE 9) 11 SPACES 11 SPACES WATER SUPPLY MUNICIPAL SEWAGE DISPOSAL MUNICIPAL MAP REFERENCE: A. PROPERTY SURVEY AND EXISTING CONDITIONS, PROPERTY OF: PETER A. & MELISSA M. MATYLENCZ, 4 FORT SHANTOK ROAD UNCASVILLE, CONNECTICUT, SCALE: 1"=20', DATE: FEBRUARY 5, 2002, SHEET 1 OF 1. BY DICESARE-BENTLEY ENGINEERS, INC. 100 FORT HILL ROAD, GROTQN, CONNECTICUT. NOTES: 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW 2483 SQUARE FOOT OIL CHANGE/CARWASH CENTER ESTABLISHMENT. 2, THIS PLAN IS FOR SITE PLAN REVIEW ONLY. IT IS NOT A CONTRACT DOCUMENT. 3. THESE PREMISES LIE ENTIRELY WITHIN THE TOWN OF MONTVILLE, CONNECTICUT C-1 (COMMERCIAL - 1), ZONING DISTRICT. 4. APPLICANT: C & D LAND DEVELOPMENT LLC, 91 MELL ROAD, LISBON, CONNECTICUT, 06351. 5. LOCATION OF ALL UNDERGROUND UTILITIES, INCLUDING SANITARY SEWER AND WATERLINES ARE APPROXIMATE AND MUST BE FIELD VERIFIED PRIOR TO ANY EXCAVATION. 6. ALL EXISTING SITE IMPROVEMENTS SHALL BE REMOVED EXCEPT AS NOTED. 7. "CALL BEFORE YOU DIG," AT 1-800-922--4455 SHALL BE CONTACTED PRIOR TO INITIATION OF THIS PROJECT. 8. DEMOLITION SHALL BE COORDINATED WITH APPLICABLE UTILITY COMPANY. 9, PARKING CALCULATIONS: AUTOMOTIVE SERVICE/CAR WASH (3 STALLS): 5 SP + 2 SP/STALL=11 SPACES REQUIRED: 11 SPACES PROVIDED: 11 SPACES 10. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ANSI STANDARDS, TOWN OF MONTVILLE SITE PLAN STANDARDS, OR ADA ACT OF 1991, WHICHEVER IS MOST RESTRICTIVE. 11, ANY WORK WITHIN THE STATE RIGHT-OF-WAY WILL REQUIRE A CONNDOT HIGHWAY ENCROACHMENT PERMIT. 12. NEW SIDEWALKS, RAMPS AND DRIVEWAYS SHALL BE INSTALLED TO PROVIDE SMOOTH TRANSITION FOR PEDESTRIANS AND VEHICLE -S, 13. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" STANDARDS. 14. DUMPSTER ENCLOSURE SHALL, INCLUDE AREA FOR RECYCLING CONTAINER (S). 15, LIGHTING SHALL BE DESIGNED AND INSTALLED TO MINIMIZE GLARE ONTO ADJACENT PROPERTIES AND ROADS. 16. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF MONTVILLE WATER POLLUTION CONTROL AUTHORITY. 17, ROOFTOP DRAINAGE SHALL BE PIPED TO THE NEW DRAINAGE SYSTEM, 18. NEW ELECTRIC AND TELEPHONE SERVICE SHALL BE INSTALLED UNDERGROUND. 19. EXISTING VEGETATION SHALL BE PRESERVED TO THE GREATEST EXTENT POSSIBLE. 20. DRIVEWAY WIDTH OF 37 FEET AT THE RIGHT OF WAY LINE AND 58 FEET WIDE AT AT THE CURB LINE IS SUBJECT TO PLANNING COMMISSION APPROVAL UNDER SECTION 19.8.4. 21. OPERATOR SHALL MAKE PROVISIONS FOR PROVIDING ACCESSIBILITY FOR HANDICAP CUSTOMERS TO THE SERVICE BAYS. 22. SEWER CONNECTION TO BE MADE PER WPCA SPECIFICATIONS. 23. OIL / GRIT SEPARATOR TO BE INSTALLED AND OPERATED PER CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS. 24. NO SANITARY FLOW IS TO GO TO THE OIL / GRIT SEPARATOR. NOTES CONTINUED ON SHEET 2 IRON PIPE (FOUND) 0 SITE PLAN NEW OIL CHANGE AND CAR WASH CENTER PROPERTY OF: C&D LAND DEVELOPMENT LLC LEASED TO: U N CASVI LLE QUICK LUBE LLC 4 FORT SHANTOK ROAD U N CASVI LLE, CONNECTICUT SCALE: 1"=20' DATE: MARCH 14, 2002 4,4DiCESARE- BENTLEY ENGINEERS INC. 100 FORT HILL ROAD GROTON, CONNECTICUT 860) 448-0400 DWG. NO: 02-003.02 SHEET 1 OF 5 3"X8" TIMBER R) 3/4" 0 C FASTENER (- BIT CONC CUf SEE DETAIL) PAVEME 4" C TYF TREE PROTECTION DETAIL NOT TO SCALE 9" FROM FACE OF CURB LINE SNOW FENCE FOR TRUNK PROTECTION - SET AROUND DRIPLINE PERIMETER REBAR OR BEAN POLES OR SUPPORT TO TOP OF 2:1 SLOPE END SECTION IZED TREE PLANING NOT TO SCALE 6"x8" TIMBERS 6'-0" O.C. 3"x8" TIMBER RAIL 6"x8" TIMBER POST SPACED 6'-0" O.C. 4 VIOLATORS 4 o WALL BE FINED n 6 a 3 HANDICAPPED PER P&Z / DOT APPROVAL CONDITIONS PARKING 5-3-02 4 4' d REQUIRED 4 NO 31-0629(R) l 2x2x48" WOOD POLE. INDUSTRIAL NETTING, SNOW FENCE OR WOVEN WIRE FENCE FOR SUPPORT FILTER FABRIC M N BACKFILL GRADE -, p FLOW a=n=u=Ii1LIT14L Il=a=n=u= u=u=li=u=uI NOTE: PREMANUFACTURED FENCE MAY BE USED. SEDIMENT FENCE NOT TO SCALE HAY BALE o FRAME AND TYPICAL) LL. GRATE 0 0 E3130 FLOW 0 0 FLOW 0 0 0 p (3 1 0 0 ANCHOR WITH (2) 2"X2"X3' 0 STAKES EACH BALE UJ HAY BALE INSTALLATION AT FRAME AND GRATE 7 Mf NOT TO SCALE COPYRIGHT © THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER DICESARE — BENTLEY FOR THIS PROJECT AT THIS SITE, AND ARE NOT TO BE ENGINEERS,INC. USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. 10 REBAR4P) 4" 1 10" SECTION 1” DIAMETER HOLE FOR 3/4" DIAMETER ANCHOR ROD REE S SPECIFIED OUBLE STRAND NO.12 GAUGE ALVANIZED WIRE TWISTED TO TIGHTEN UPPORT POST REQ'D FOR LESS THAN 3" CAL.) E" WOOD CHIP MULCH ARTHEN SAUCER - 6" DEPTH MIL POLYETHYLENE SHEET ERFORATED FOR DRAINAGE PARTS TOPSOIL, 1 PART PEAT MOSS. (FERTILIZER 3 LBS/1OOSF OF BED AREA) FINISH GRADE PRECAST CONCRETE WHEEL STOP NOT TO SC_E 0.0 7" CAP mi 3'-! MULCHING OF PLANT BEDS UNLESS OTHERWISE DIRECTED WOOD -CHIP MULCH SHALL BE PLACED TO A LIMIT OF ONE FOOT BEYOND THE CENTER OF THE OUTERMOST SHRUBS IN SHRUB BED, PEAT BACKFILL PLAWING FOR SHRUBS IN BEDS NOTES: 1. CHAIN LINK FENCE AND ATTACHMENTS SHALL BE ANCHOR PERMAFUSED VINYL COATED FENCE", OR EQUIVALENT, INSTALLED PER MANUFACTURER'S STANDARDS. 2. FABRIC TO BE 9 GA, 2" MESH WITH 6 GAGE TOP TENSION WIRE. 2" MIN CONC 3" 3. LINE POSTS SHALL BE 1-7/8" DIAMETER WITH 2-3/13" END POSTS AND 1-5/8" BRACES. 4. CONCRETE POST BASES, 3000 P.S.I. "%;NCRETE, DOME=D TO SHED WATER. CHAIN LINK FENCE NOT TO SCALE VARIES 6" CLASS "C" CONCRETE 1/4" PITCH 2" CLEARANCE 1 /4"/FT TOOLED JOINT 1" RADIUS Q a e V v V o a o 0 v w 6., OR 8" t e po a p o o e P Q (SEE FLANS) 0 O O O O O O li O aeee o V s I FINISHED GRADE is 0 0O0 0 Q0 00 AC 0 6" x 6" 10/10 WEEELDD WIR000COMPACTED CO PROCESSED GRAVEL BASE COMPACTED SUBGRADE NOTE: TOOLED JOINTS AT 5' ON CENTER AND CONSTRUCTION JOINTS WITH PREMOLDED STRIP AT 15' ON CENTER CONCRETE SIDEWALK AND CURB SECTION NOT TO SCALE TEMPORARY CONSTRUCTION ENTRANCE NOT TO S -.=.'_.E OIL BAR CH AN GF Vv A S H NEW SIGN OIL CHANGE — CAR _WASH NOT TO SCALE NOTE: THIS DETAIL IS BASED ON THE CONNECTICUT BUILDING CODE. HANDICAPPED SIGN NOT TO SCALE 6" HIGH MACHINE FORMED BITUMINOUS CONCRETE LIP CURB (WHERE REQUIRED) 1 1/2" COMPACTED THICKNESS ppE CLASS 2 BITUMINOUS 9„ F,N` SHEp GR. CONCRETE PAVEMENT 21 ' 1 1/2” COMPACTED THICKNESS `D T 48. 3" CLASS 1 BITUMINOUS CONCRETE PAVEMENT 4" PROCESSED AGGREGATE BASE •; 8" BANK RUN AGGREGATE BASE •. o O e - COMPACTED SUBGRADE FROM FACE OF CURB BITUMINOUS CONCRETE PAVEMENT AND LIP CURB SEC'nON_ NOT TO SCALE I---12' -- --j FOUNDATION AS REQUIRED FREE—STANDING SIGN 4' HIGH CHAIN LINK FENCE SFF FFNCF DFTAII TYPICAL LEDGE CUT NOT TO SCALE 1:12 MAXIMUM TOOLED JOINT 6x6 - W1.4 x W1.4 1/4- REVEAL BROOM FINISH WELDED WIRE FABRIC PAVEMENT NORMAL SIDEWALK GRADE a ra d a - L 4 6" PROCESSED CONCRETE AGGREGATE BASE 1 1 BOARD ON BOARD SIDING 1x6 BOTH SIDES 2x6 WIDTH OF WALK CONSTRUCTION " amSEE PLAN) '-0" ADJ GRASS 6 x 6 TREATED JOINT 7'-0" ADJ WALK POST CURBING 8' PER PLAN I CLASS "A" CONCRETE 4" CONCRETE PAD WITH 6x6 W2.9 x'W2.9 WELDED WIRE FABRIC ••: •• : • ; SIDEWALK RAMP 6" INCLINED CURB APPROACH) NOT TO SCALE AGGR OS AEEBASE ON COMPACTED SUBGRADE SEC110N A—A VIOLATORS WALL BE FINED 3 HANDICAPPED PER P&Z / DOT APPROVAL CONDITIONS PARKING 5-3-02 STATE PERMIT 1 REQUIRED 31-0629 ) NO 31-0629(R) l 31-0629(L) 31-0629(P) NO ARROW NOTE: THIS DETAIL IS BASED ON THE CONNECTICUT BUILDING CODE. HANDICAPPED SIGN NOT TO SCALE 6" HIGH MACHINE FORMED BITUMINOUS CONCRETE LIP CURB (WHERE REQUIRED) 1 1/2" COMPACTED THICKNESS ppE CLASS 2 BITUMINOUS 9„ F,N` SHEp GR. CONCRETE PAVEMENT 21 ' 1 1/2” COMPACTED THICKNESS `D T 48. 3" CLASS 1 BITUMINOUS CONCRETE PAVEMENT 4" PROCESSED AGGREGATE BASE •; 8" BANK RUN AGGREGATE BASE •. o O e - COMPACTED SUBGRADE FROM FACE OF CURB BITUMINOUS CONCRETE PAVEMENT AND LIP CURB SEC'nON_ NOT TO SCALE I---12' -- --j FOUNDATION AS REQUIRED FREE—STANDING SIGN 4' HIGH CHAIN LINK FENCE SFF FFNCF DFTAII TYPICAL LEDGE CUT NOT TO SCALE 1:12 MAXIMUM TOOLED JOINT 6x6 - W1.4 x W1.4 1/4- REVEAL BROOM FINISH WELDED WIRE FABRIC PAVEMENT NORMAL SIDEWALK GRADE a ra d a - L 4 6" PROCESSED CONCRETE AGGREGATE BASE 1 1 BOARD ON BOARD SIDING 1x6 BOTH SIDES 2x6 WIDTH OF WALK CONSTRUCTION " amSEE PLAN) '-0" ADJ GRASS 6 x 6 TREATED JOINT 7'-0" ADJ WALK POST CURBING 8' PER PLAN I CLASS "A" CONCRETE 4" CONCRETE PAD WITH 6x6 W2.9 x'W2.9 WELDED WIRE FABRIC ••: •• : • ; SIDEWALK RAMP 6" INCLINED CURB APPROACH) NOT TO SCALE AGGR OS AEEBASE ON COMPACTED SUBGRADE SEC110N A—A RIES ENCLOSUREAND NOTTO SCALE DETAILS NEW OIL CHANGE AND CAR WASH CENTER PROPERTY OF: C&D LAND DEVELOPMENT LLC LEASED T0: UNCASVILLE QUICK LUBE LLC 4 FORT SHANTOK ROAD UNCASVILLE, CONNECTICUT SCALE: NONE I DATE: MARCH 14, 2002 DiCESARE BENTLEY ENGINEERS, INC. 100 FORT HILL ROAD GROTON, CONNECTICUT 860) 448-0400 1 DWG. NO: 02-003.06 SHEET 5 OF 5 3 6-6-02 PER P&Z / DOT APPROVAL CONDITIONS 2 5-3-02 PER STAFF COMMENTS 1 4-4-02 PER STAFF COMMENTS NO DATE DESCRIPTION REVISIONS RIES ENCLOSUREAND NOTTO SCALE DETAILS NEW OIL CHANGE AND CAR WASH CENTER PROPERTY OF: C&D LAND DEVELOPMENT LLC LEASED T0: UNCASVILLE QUICK LUBE LLC 4 FORT SHANTOK ROAD UNCASVILLE, CONNECTICUT SCALE: NONE I DATE: MARCH 14, 2002 DiCESARE BENTLEY ENGINEERS, INC. 100 FORT HILL ROAD GROTON, CONNECTICUT 860) 448-0400 1 DWG. NO: 02-003.06 SHEET 5 OF 5 c a; a 0 tr, CL oc r d co z G: a a; v. 9( T TYPICAL PIPE CONNECTION AT STRUCTURE NOT TO SCALE AWED DMNAGE SYSTEMS. INC. NOTE: ALL DaCOMONS ARE NOHINAL BASIN TYPICAL MANIFOLD TEE NOT TO SCALE TYPICAL TRENCH DIMENSIONS PER ADS SPECS PIPE A B C DSIZE 1.5 (0.46) GRADEGRADEWITH H 2(FLEX. PVMT.)* 30" 61.8" 30.9" 61.8" 30.9" 42" PERFORATED 82.74" 41.37" 82.74" 41.37" TYPICAL DRAINAGE SYSTEM CONNECTION AND FITTINGS NOT TO SCALE UNDISTURBED EARTH FILTER FABRIC_ WHERE REQUIRED) w. w• ADVANCED DRMNAGE SYSTEMS. INC. NOTE: ALL DDCKNSIONS ARE N011MAL X** CLASS I OR II MATERIAL PER ASTM D2321, LATEST EDITION, COMPACTED IN MAX. 8" LOOSE LIFTS TO 95% MIN. OF MAX. SPD Hi, H2 = 12H FOR UP, TO AND INCLUDING 36" N-12 24 FOR 42' -48 N-12 SEE TABLE 7 TABLE 7: X VALUES NOMINAL DIAMETER, IN (MM) MINIMUM X, FT (M) 30 (750) 1.5 (0.46) Hi (RIGID PVMT.)* 1.5 (0.46) GRADEGRADEWITH H 2(FLEX. PVMT.)* 4- 4 4" zs y," :- 1._ ADS N-12 CONCRETE PAVEMENT d- BEARING SURFACE OF FRAME TO BE OR HC 12" 28" 30" 6" 12" COMPLETELY SUPPORTED BY BRICK 8" TO 21" w 7/76 AND SEATED IN 1/2" BED OF MORTAR. A d UNDISTURBED EARTH FILTER FABRIC_ WHERE REQUIRED) w. w• ADVANCED DRMNAGE SYSTEMS. INC. NOTE: ALL DDCKNSIONS ARE N011MAL X** CLASS I OR II MATERIAL PER ASTM D2321, LATEST EDITION, COMPACTED IN MAX. 8" LOOSE LIFTS TO 95% MIN. OF MAX. SPD Hi, H2 = 12H FOR UP, TO AND INCLUDING 36" N-12 24 FOR 42' -48 N-12 SEE TABLE 7 TABLE 7: X VALUES NOMINAL DIAMETER, IN (MM) MINIMUM X, FT (M) 30 (750) 1.5 (0.46) 42 (1050) 1.5 (0.46) X** BEDDING (CLASS I OR II MATERIAL) 4" MIN. FOR 12"-24" N-12, 42"-48" HC 6" MIN. FOR 30"-36" N-12 TYPICAL DETENTION fRETENTION SYSTEM INSTALLATION DETAIL NOT TO SCALE V-0" MINIMUM 1'-6" IN TRAFFIC AREAS 0 J0 00r ° ° ° 0° V_n' I 4'-0" 18" CONCRETE LEACHING_ GALLERY SECTION NOT TO SCALE NEW 4'X8'X18" LEACHING GALLERY FLOW DIFFUSOR BY SUPERIOR SEPTIC TANK OR EQUAL HS -20 LOADING IN TRAFFIC AREAS) a UNTREATED J0. BUILDING PAPER 0o OR EQUAL 1" BROKEN STONE 1'-0" V-0" MINIMUM TO LEDGE 00 4" MIN 0 c 0 Oo 00 0 0 0 0 8 0 0 0 000 SANITARY MANHOLE NOT 'TO SCALE COPYRIGHT CO THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER DICESARE - BENTLEY FOR THIS PROJECT AT THIS SITE, AND ARE NOT TO BE ENGINEERS,INC. USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. FINISHED GRADE TYPICAL 90" BEND NOT TO SCALE INLET UPPER 24" OF STONE COVERED WITH 0 -' FILTER FABRIC 0UNDERPAVEMENT _ ONLY) F \ 1 1/4" CRUSHED STONE 12 ALL AROUND I 00°° 0 1117- 0 o o O ° I 0 o . 00 1-0 6'-6., I I 00. O o I 0 o 00 TYPE "C" OR "CL" TOP TO MATCH CURB 14 b ( d b CONC. BL, 12" 2'-8 3Z41' 1 IVOR PREC) REDUCE HOOD, 7 5/8 7 5/8 AS REQU=RED CULVER AS REQUI PRECAST F 8" 41-0" 8" PRECAST -_ - 4- SUMP 5'-4" r SECTION DRYWELL DETAIL NOT TO SCALE PRECAST CONCRETE FRAME AND GRATE - STATE OF CONN TYPE "C" AND "CL" SEE CATCH BASIN DETAIL FINISHED GRADE to I to NOTCHED LID NOTE: DRYWELL SECTION TOP TO BE MANUFACTURED BY DUTILLIO & SONS, INC, OR EQUAL DESIGNED FOR HS -20 LOADING IN TRAFFIC AREA CONCRETE FOOTING IF REQ'D TF -158.0 CAST IRON J-0 CONCRETE GRATING C.I. MANHOLE FRAME AND COVER ADJUST TO 2'- " C GRADEGRADEWITH 4" 4- 4 4" SOLID BRICKL CONCRETE PAVEMENT o a a d- BEARING SURFACE OF FRAME TO BE 5" 12" 28" 30" 6" 12" COMPLETELY SUPPORTED BY BRICK 8" TO 21" w 7/76 AND SEATED IN 1/2" BED OF MORTAR. A d d CONTINUE MORTAR AROUND SIDES 6" 4" (TYP AND FLANGE OF FRAME. rr 6" PROCESSED o: GRAVEL BASE TYPE A7H4** CONCRETE 0 I o COMPACTED SUBGRADE TYPE E c" HDP COMPACTED SUBGRADE TYPE E CROSS—SECTION SIDE VIEW j6" PROCESSED GRAVEL BASE TYPE A PRECAST CONCRETE ECCENTRIC CONE POLYESTER COMPACTED SUBGRADE TYPE E CONCRETE STEPS (PRECAST) INTO WALL SECTION MANHOLE STEPS AT 12" ON CENTER COPOLYMER POLYPROPYLENE PLASTIC Q5' SUPPLY BUTYL RUBBER GASKETS AT ALL SECTION JOINTS (TYP) of PRECAST CONCRETE RISER SECTION(S) 4'--0" DIA o PRECAST CONCRETE MANHOLE BASE o--- r n 6" MINIMUM BROKEN STONE BASE 00 4" MIN 0 c 0 Oo 00 0 0 0 0 8 0 0 0 000 SANITARY MANHOLE NOT 'TO SCALE COPYRIGHT CO THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER DICESARE - BENTLEY FOR THIS PROJECT AT THIS SITE, AND ARE NOT TO BE ENGINEERS,INC. USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. FINISHED GRADE TYPICAL 90" BEND NOT TO SCALE INLET UPPER 24" OF STONE COVERED WITH 0 -' FILTER FABRIC 0UNDERPAVEMENT _ ONLY) F \ 1 1/4" CRUSHED STONE 12 ALL AROUND I 00°° 0 1117- 0 o o O ° I 0 o . 00 1-0 6'-6., I I 00. O o I 0 o 00 TYPE "C" OR "CL" TOP TO MATCH CURB 14 b ( d b CONC. BL, 12" 2'-8 3Z41' 1 IVOR PREC) REDUCE HOOD, 7 5/8 7 5/8 AS REQU=RED CULVER AS REQUI PRECAST F 8" 41-0" 8" PRECAST -_ - 4- SUMP 5'-4" r SECTION DRYWELL DETAIL NOT TO SCALE PRECAST CONCRETE FRAME AND GRATE - STATE OF CONN TYPE "C" AND "CL" SEE CATCH BASIN DETAIL FINISHED GRADE to I to NOTCHED LID NOTE: DRYWELL SECTION TOP TO BE MANUFACTURED BY DUTILLIO & SONS, INC, OR EQUAL DESIGNED FOR HS -20 LOADING IN TRAFFIC AREA CONCRETE FOOTING IF REQ'D TF -158.0 CAST IRON MINIMUM THICKNESS CONCRETE GRATING MIN. TRENCH WIDTH APRONI B C W BITUMINOUS 4" 4- 4 4" 12" CONCRETE PAVEMENT o a a d- 15" 5" 12" 28" 30" 6" 12" a w 7/76 d - d , - a - A d d 4" (TYP d' d ADDING CONCRETE 6" PROCESSEDa °. 6EDDING GRAVEL BASE TYPE A7H4** CONCRETE GRAVEL BASE TYPE A I o COMPACTED SUBGRADE TYPE E c" HDP COMPACTED SUBGRADE TYPE E CROSS—SECTION SIDE VIEW j6" PROCESSED GRAVEL BASE TYPE A PRECAST POLYESTER COMPACTED SUBGRADE TYPE E CONCRETE CROSS—SECTION END VIEW 4'-- 4" r TYPE "C" OR "CL" CATCH BASIN WITH SUMP NOT TO SCALE CRUSHED STONE TO FINISHED GRADE FILTER FABRIC VARIES 4" PERFORATED HDPE CRUSHED •STO_NE L_ 4" --I--- 4's UNDER DRAIN NOT TO SCALE MINIMUM DIMENSIONS TRENCH INSTALLATIONS NOMINAL DIAMETER MINIMUM THICKNESS MINIMUM COVER MIN. TRENCH WIDTH D B C W 10" 4" 12" 20" 12" 5" 12" 24" 15" 5" 12" 28" 30" 6" 12" 48" BITUMINOUS 4' a — CONCRETE PAVEMENT 4" 3 6-6-02 PER P&Z / DOT APPROVAL CONDITIONS 2 5-3-02 CAST IRON GRATING (TYP) 1 d a PER STAFF COMMENTS 20" DATE PANEL ON BOTTOM d REVISIONS KNOCK–OUT 6" ROUND 15" PANEL ON BOTTOM — 7/76 d - d , - a - 0.01% SLOPE--- TYP)/ 4" (TYP d' d ADDING CONCRETE 6" PROCESSED GRAVEL BASE TYPE A7H 6" PROCESSED GRAVEL BASE TYPE A i DPE COMPACTED SUBGRADE TYPE E c" HDP COMPACTED SUBGRADE TYPE E CROSS—SECTION SIDE VIEW FINISHED GRADE MANHOLE COVERS TO GRADE I I=1 I I 11=1 11=1 I It 8" 24" DIA CONCRETE COVER AT3'" X 36" v o3' OPENING I 6" DIA OUT6" DIA PV3" RISERS AN6" DIA INLET = HORIZONTAL i ELBOW (3 JOINT REQUIRED) 24" X 60" BAFFLE s /- 4' LIQUID ;ni -_ . 6" 6" DIA HOLES LEVEL 5 REQUIRED) _ 6" e p • ., CROSS SECTION VIEW NOTE: OIL SEPARATOR TO BE A MODIFIED PRECAST CONCRETE 1500 GALLON GREASE TRAP GT1500 BY A. DITULLIO AND SONS, MILFORD,CT OIL/GRIT SEPARATOR DETAIL NOT TO SCALE ID" UTILITY WARNING TAPE X/ GRAVEL CRUSHCRUSHED STONE HIGH DENSITY POLYETHYLENE PIPE (HDPE) TRENCH NOT TO SCALE TF=158.0 (SET LEVEL) 4' a — Q 3 6-6-02 PER P&Z / DOT APPROVAL CONDITIONS 2 5-3-02 PER STAFF COMMENTS 1 KNOCK–OUT 6` ROUND PER STAFF COMMENTS 20" DATE PANEL ON BOTTOM REVISIONS d - d , - a - BEDDING CONCRETE - a - Q TYP)/ 6" PROCESSED GRAVEL BASE TYPE A7H DPE COMPACTED SUBGRADE TYPE E c" HDP 30" HDPE TRENCH DRAIN NOT TO SCALE 15" 6'-0," OUTLET END VIEW 30" INLET r, i• II!—lLL TOP ELEV=156.5 AN MANHOLE FRAME AND COVER TF=158.0 BRICK COURSE AS REQUIRED 4 Q 2'- 0" 8„ 8' PRECAST CONCRETE 4 ECCENTRIC CONECASTINPLACE0 ALUM. MANHOLE STEPS 12" O.C. 4 q MANHOLE JOINT MAY BE SPECIFIED FOR EITHER MORTAR OR CONFINED "0" 4 RING GASKET 4PRECAST REINFORCED5» MANHOLE RISERS6,-0„ MINIMUM REINFORCING MANUFACTURED IN 1',2',3' 0.12 SQ. IN. PER LINEAR AND 4' LENGTHS FOOT OR AS SPECIFIED Q - CONCRETE WEIR WALL 6" TOP ELEV=156.5 Q O KNOCKOUTS AS REQUIRED 30" HDPE INLET 15" RCP OUTLET PIPE 4 CD 776- OUTLET ORIFICE PRECAST OUTLET CONTROL MANHOLE NOT TO SCALE A Q 3 6-6-02 PER P&Z / DOT APPROVAL CONDITIONS 2 5-3-02 PER STAFF COMMENTS 1 4-4-02 PER STAFF COMMENTS NO DATE DESCRIPTION REVISIONS 15" 6'-0," OUTLET END VIEW 30" INLET r, i• II!—lLL TOP ELEV=156.5 AN MANHOLE FRAME AND COVER TF=158.0 BRICK COURSE AS REQUIRED 4 Q 2'- 0" 8„ 8' PRECAST CONCRETE 4 ECCENTRIC CONECASTINPLACE0 ALUM. MANHOLE STEPS 12" O.C. 4 q MANHOLE JOINT MAY BE SPECIFIED FOR EITHER MORTAR OR CONFINED "0" 4 RING GASKET 4PRECAST REINFORCED5» MANHOLE RISERS6,-0„ MINIMUM REINFORCING MANUFACTURED IN 1',2',3' 0.12 SQ. IN. PER LINEAR AND 4' LENGTHS FOOT OR AS SPECIFIED Q - CONCRETE WEIR WALL 6" TOP ELEV=156.5 Q O KNOCKOUTS AS REQUIRED 30" HDPE INLET 15" RCP OUTLET PIPE 4 CD 776- OUTLET ORIFICE PRECAST OUTLET CONTROL MANHOLE NOT TO SCALE A Q DETAILS NEW OIL CHANGE AND CAR WASH CENTER PROPERTY OF: C&D LAND DEVELOPMENT LLC LEASED TO: UNCASVILLE QUICK LUBE LLC 4 FORT SH AN TOK ROAD U N CASVI LLE, CONNECTICUT SCALE: NONE DATE: MARCH 14, 2002 DiCESARE BENTLEY ENGINEERS, INC. 100 FORT HILL ROAD GROTON, CONNECTICUT 860) 448-0400 DWG. NO: 02-003.05 SHEET 4 OF 5 AC BCLC CON DOT FF HDPE LF MH M /L N/F SAN STM SF RL TBR TYP O 148 ---- 150 X 146.97 N/F N/F RUTH KILBURN MARY J. HALLN114 VOLUME 200, PAGE 8$5tp 0 VOLUME 146, PAGE 1142 VOLUME 60, PAGE 346 Z N/F VOLUME 54, PAGE 252 cn i;rn MTIC ACQUISITIONS, LLC ` 1 y VOLUME 316, PAGE 682 1 APE `,RCFE'REN E A)\ PROPERTY LI<NE\ \\\\\\\\ \ l\ \\ ul--- f !' r ter' ! / ----- -- kp\--------------- O 0 780 19 BErN/. 0r. M ArR 7 c \ SPIKE -SET IN ..BASE OF r10 TREE- 90 REE 175 15' A O O cps \\ \ \ -- - < rr // -- __ 170\\\\ \\\ ` Q\. // j `-_ 1 OT 8P LLJ 8016" w LEDGE \\ \ \ \ 185 ------__ __ wr o <`\ Pp -------- \ \ --\ '^\`_ \--\ - _ \ \`-------------------- - ---a S P - - _- - - - - - ---\ -- 2 159.6 --\ ---_ _ 180 ------_ cn S -- 3 RP -CLEARING LIMIT Lf\ T`t' o rn \\\ AS - - 12 TO LJ75 cp16 159.2 30' TO 159.1 1 I LEDGE W Lu Z10 Z 0 N N r - 15 9.2 - 4 2 RP r' 159a\ \ r ( 158.0 158.0 I 158.0 , 1 G 0 +_4 / 1 84 \ 1 158.5 158.5 158.2 \ LEDG G 158. 5TO 0 3 R + c \ 1 1 - NEW NEW 3 BAY 158.3_ - 1 \ I I I CAR WASH OIL CHANGE CENTER U1 NEW GRAS.- 15 RAS: 15 .3 AREA = 2483 SFt AREA EW 3/4"WATER FF=158.5 NEW OFFICE v\ I I I SERVICE LINE NEW 1500 GALLON W OIL/GRIT SEPARATOR NEW 17 LF o \ISG \ I I (SEE DETAIL) 6" PVC C\ Stiff I I ) INV=154.6 I INV=154.5(IN) I S=0.03 \\ BENCH MARK \ o ------- U INV=154.3 OUT) 1 4 ® BOTTOM ELEV=149.9 \ TOP OF FRAME \\_ 1 9 - \ \ EW/__ L 158.5_ CATCH BASIN \ VC -- - + ELEV 156.40 \\\ \ \ 031 0 NEW 50 LF NEW SANITARY INV 156.0 t!/ 1 6 PVC CLEANOUT EXISTING S=0.03 i ,I TREES SAN TF=1 U (IHS, NTERNAL DROP) \' ' 1`,, -- LAND AWED 1 / I " W -2 -8± -L -P - NV=149.40 / - - - - I R - PVC 8 - 158.2 I S IP\\ \WELL Rp200HEWC-RA22 - s - 4 RP - _ I N 5_ HOUSE V C2 LANDSCAPE SCHEDULE KEY BOTANICAL NAME COMMON NAME QUANTITY SIZE COMMENTS TREES PER P&Z / DOT APPROVAL CONDITIONS 2 5-3-02 PER STAFF COMMENTS 1 AS ACER SACCHARUM SUGAR MAPLE 3 6' HT 2" CAL B & B QP QUERCUS PALUSTRIS PIN OAK 2 6' HT 2" CAL B & 8 SHRUB ID__ RP RHODODENDRON P.J.M. P.J.M. RHODEDENDRON 22 15" TO 18" 3 CAN TO THUJA OCCIDENTALIS NIGRA DARK AMERICAN ARBORVITAE 12 4'-5' HT B & 8 N/F ROGER D. LAMBERT AND SHERYL L. LAMBERT VOLUME 151, PAGE 147 ON Rip"_ 152 - -' _ R TAINING WALL _ - 149.88 - - - - 0- IRON PIPE (FOUND) - /'----- APPAREN-STREET LINE IRON PIPE (FOUND) PROPERTY LINT` - _ -"- r' CONNECT SEWER' i J / -QMH _ AT E4STING SEWER STUB STOP BAR i iv '; APPROX LOCATION 8" SAN "= "AINS , / i TF=14b:9. s s s.. s- sy - s - S s s sINV=148.53f ' i INV=141.7S,' / t \ i (SEEl NOTE 5) ! r \ \ F / O.c nnn - a t ,. .. .. ..,. .. n. .. ... v .. r ..,. ( ...... .. ,w.. .. >.:. +.: .:'...-t> G, ,Es ..r.S.. .r<..v., r., rr. .. .. <... ... .. _. _. .•. ...: .. ... ... r.ae ...« .« v.n .. Y. ,4 r. ,f.... _}•-'-.. .i '# ... .. i< WV SMH t RY FORCE MAIN \ / CZ ZONE: l IFS \ SCF=153 9 10 i 8" SANiTA FORT SHANTOK ROAD,, 1Nv=14.50 LOCATION 14'2.40 12 r APPROfA o cpACRES143.00 FM 1 FM - BCLC t MAILBOXES ' --- FM FM s.:. i. 1 v :. L.. (...x'iixul,.t v Misr:_. « „< .... -_ ,...... ', w t ,._ BITUMINOUS CONCRETE \ L t t 1 667T // ( 4 FORT SHAI\LfOK ROAD) 1qE ' 668 LIP CURB TRAFFIC LIGHT `' / - - / - - ---r IN INTERSECTION / // /' 11 SIGN C CONCRETE DEPARTMENT OF TRANSPORTATION FINISH FLOOR HIGH DENSITY POLYETHYLENE LINEAR FEET MANHOLE MORE OR LESS NOW OR FORMERLY SANITARY STORM SQUARE FEET ROOF LEADER TO BE REMOVED TYPICAL CLEANOUT BUILDING SETBACK LINE STONE WALL STORM DRAINAGE PIPE EXISTING CONTOUR NEW CONTOUR NEW SPOT ELEVATION COPYRIGHT © THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER DICESARE - BENTLEY FOR THIS PROJECT AT THIS SITE, AND ARE NOT TO BE ENGINEERS,INC. USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. kp f / / , , SPEED LIMIT 30 10 20 0 20 40 GRAPHIC SCALE IN FEET s 0 FM I U1ILITY AND LANDSCAPE PLAN NEW OIL CHANGE AND CAR WASH CENTER PROPERTY OF: C&D LAND DEVELOPMENT LLC LEASED T0: UNCASVILLE QUICK LUBE LLC 4 FORT SHANTOK ROAD UNCASVILLE, CONNECTICUT SCALE: 1 "=20' DATE: MARCH 14, 2002 DiCESARE BENTLEY ENGINEERS, INC. 100 FORT HILL ROAD GROTON, CONNECTICUT 860) 448-0400 1 DWG. NO:02-003.04 SHEET 3 OF 5 3 6-6-02 PER P&Z / DOT APPROVAL CONDITIONS 2 5-3-02 PER STAFF COMMENTS 1 4-4-02 PER STAFF COMMENTS NO DATE DESCRIPTION REVISIONS s 0 FM I U1ILITY AND LANDSCAPE PLAN NEW OIL CHANGE AND CAR WASH CENTER PROPERTY OF: C&D LAND DEVELOPMENT LLC LEASED T0: UNCASVILLE QUICK LUBE LLC 4 FORT SHANTOK ROAD UNCASVILLE, CONNECTICUT SCALE: 1 "=20' DATE: MARCH 14, 2002 DiCESARE BENTLEY ENGINEERS, INC. 100 FORT HILL ROAD GROTON, CONNECTICUT 860) 448-0400 1 DWG. NO:02-003.04 SHEET 3 OF 5 iX Q ID__ s 0 FM I U1ILITY AND LANDSCAPE PLAN NEW OIL CHANGE AND CAR WASH CENTER PROPERTY OF: C&D LAND DEVELOPMENT LLC LEASED T0: UNCASVILLE QUICK LUBE LLC 4 FORT SHANTOK ROAD UNCASVILLE, CONNECTICUT SCALE: 1 "=20' DATE: MARCH 14, 2002 DiCESARE BENTLEY ENGINEERS, INC. 100 FORT HILL ROAD GROTON, CONNECTICUT 860) 448-0400 1 DWG. NO:02-003.04 SHEET 3 OF 5 s t t N/F n N/F RUTH KILBURN MARY J. HALL tN ':N ` VOLUME 200, PAGE 885 Q Q VOLUME 146, PAGE 1142 ._ VOLUME 60, PAGE 346- 9- N/F VOLUME 54, PAGE 252 - _ - - - NOTES CONTINUED: MTIC ACQUISITIONS, LLC t 25. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT (S); C&DtLANDDEVELOPMENTLLC, OR THEIR SUCCESSORS TO ENSUREVOLUME316, PAGE 682-"" PROPER IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENT CONTROLS AS SHOWN ON THIS PLAN AND SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES OF SUCH REQUIREMENTS AND NOTIFICATION OF ANY TRANSFER OF THIS SEE AP 1;\ \ ---- RESPONSIBILITY TO OTHER PARTIES. pROPERntQ\NE \\ \ \ \ 205 ,, --- 26. ALL DISTURBED AREA NOT COVERED BY BUILDINGS, PARKING AND1 , 1 ' _ -' - _ _ _ • r1. WALKS SHALL BE LANDSCAPED OR PLANTED WITH GRASS. GRASS s G _, \ \\ \ \ `\ _ _ - AREAS SHALL BE LOAMED (4" MINIMUM) FERTILIZED, SEEDED AND MULCHED AS REQUIRED TO SUIT SOIL CONDITIONS. I= / ,' ,, .-' - 27. CONSTRUCTION SEQUENCE FOR SOIL EROSION AND SEDIMENTi , / / / a _ \ 79 \ \ \ \ \ \ \ , / - - - - - - - CONTROLS: A. CLEAR TREES, SHRUBS AND BRUSH IN AREAS WHEREI \ Yf / GRADING WILL BE REQUIRED. t \ , 1 /' ------- B. REMOVE EXISTING SITE IMPROVEMENTS AS NOTED ON SS `\ `\ ` ` \ \ ` `\ 20 \ //l /' ' , / ' ------ PLANS. cp -,\ yam / .,,`` _ \` \\ a \ \ \ \ \ \ \ \ \ \ - / / --- C. INSTALL AND MAINTAIN TEMPORARY CONSTRUCTION 1 T' ENTRANCE AND SEDIMENT FENCES AS SHOWN ON THIS PLAN, tp T ' ' / / D. GRUB AREAS TO REMOVE ALL STUMPS ROOTS ETC. DISPOSE OF ALL MATERIAL CLEARED AND GRUBBED OFF-SITE. 180 EN E. REMOVE AND STOCKPILE ALL TOPSOIL ON SITE AND PROVIDE1 SPIKE -SET A SEDIMENT FENCE ON THE DOWNSOLPE SIDE. SEEDT, -BASE OFl\ / , / / ' SPIKE SE IN i / / / ' --- STOCKPILE WITH PERENNIAL RYE GRASS AT RATE OF 40a0TREYof \ \\ \ \ \\ ----------- _______________ - \ \\ 'i,l\\ ` - ig0 / POUNDS PER ACRE AND MULCH WITH HAY OR STRAW. v o \\\ ` --- - 1_ `---- ! , /`---_-__- 175 -`` \ ------- F. EXCAVATE AND/OR FILL WORK SITE TO SUBGRADE LEVEL. y-------- ,< ,`------------ --- _ FILL WILL BE PLACED AND COMPACTED IN EIGHT --INCH LIFTS f Z _ _ _ \ , ` _ / AND SHALL BE FREE OF BRUSH, RUBBISH, LOGS, BUILDING 17 --_-- DEBRIS, OR ANY OTHER OBJECTIONABLE MATERIALS. o d'= \ \ - ---- \ - _ - a MOISTEN SOIL SURFACE PERIODICALLY WITH WATER TO f// , \\ 29'\TO\\` ,\` `M L --__-- ,` -`------ - __---_ MINIMIZE DUST. 2 'f \\ \LEDGE\ , :i 7 k L - __ _ ---- - z02 Q Z' ,:1 SLOP _ \ \ --------___ -- G. INSTALL UTILITY SERVICES AND STORM DRAIN SYSTEM. STABILIZE / JUTE - - °' \ 16" Tb\\ 180 -- -------------- - Lia O /L. _ \ NETTING'(- ) / `\ LEDGE ` \ \\_ _ \ -_ _ _ 185 ---- w INSTALL HAY BALE BARRIERS AROUND CATCH BASINS AS m \ `_ - \ , - _ ---_, \ --------------- SHOWN ON THIS PLAN. G' o ,1 <<' '\\ \\ ,LEDGE CUT \ ---___ \\\\ __--------- x H. PLACE AND COMPACT BASE MATERIAL TO FINAL GRADE. SEE f3ETAIL,\ `- _ \\------- --- w i. CONSTRUCT BUILDING, DRIVEWAY, PARKING AREA, EW TEMPORARY _ _ SEDIMENT FENCE " \ 48"-To' ''-' DEVICES ASSIDEWALKS NEEDED. pU DLITY PADS. ADD EROSION CONTROL180cn NES 4, PERFORATED -LEDGE CLEARING -LIMN' E TYP) ---- ___ ------ _ z_ OULP_ __ UNDERDRAIN (TYP - `_ Y_ -_______ -- ______-- --'- - j N/F J. ALL DISTURBED AREAS NOT COVERED BY BUILDING, I `SEE DESAIL) ` ___- \ _ _ --- --" - _ ROGER D. LAMBERT LANDSCAPING, SIDEWALKS, PARKING, ETC., SHALL BE NEIB(4 PERFORAjE_D W GRADED AND STABILIZED AS FOLLOWS: NEW 4 SOLlD - - - - - - 75 - UNDERDRAIN-YP - o AND 16 - ,, \\ F (_.p _ ,Q T ---SEE_DD iIC), ,-',- SHERYL L. LAMBERT 28. PLACE MINIMUM FOUR INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND FERTILIZER IN ACCORDANCE V \ J VOLUME 151, PAGE 147 DA o ° -- _ _---.,` ,- `_ ,_SEE DETAIL) -'- C--_, ,, , LEDGIE ,`''\ `' ` - _ \ \ i - v Q s y \-__-- 15 1 `-------- _ t' _ - __ NE17 LFA WITH SOIL TEST RECOMMENDATIONS. NEW CB TYPE CL ---_ _"1H PE OUTLET _ ----- _ W/ DW (SEE DETAIL) - `----_____ `30 30 _E - - - 8" Z170 - -0.01 `- - _ ,' Lit , 29. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED TF=158.0 ,-' 6 HDPE OUTLET - -(SEE - _ Z QA --- INV=153.6(OUT)TO 30" HDPE ---_ _ - _1 DRAIN-DETAIL_ _ ----- \ _ _ % O N RATE. y--_----- INV=_15 9(fN) (SEE TRENCH- 1 c+ 1 \ --- ._ --- --- / NTRENCH-----___ _ _ _ _ _ _ _ _ _ _ _ _ _ NEW,TRERC c° --,,, _ _ _ _ _ _ _ _ _ _ _ - O 30. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS. O \ ' - DRAIN DETAIL) - - - - - - - - --4- v n - - - ! 3 NEW 65 L DETAIQ( SEE,`'------- -- _- - - _ .' s _ _ _ - - _ - ,- O-g 30"HDPE S= (SEf"DETAiL)'-- - _ i _ __ \ -- 165 - _ \ 31. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 15 G% - - - J 1-1 \ - 6p- 158.0 _' _ \158.4 _ _ _ - _ - _ _ _ _ - EW CB TYPE C THROUGH JUNE 30 AND AUGUST 15 THROUGH SEPTEMBER TF=150. 32. IF OUTSIDE THESE PERIODS AREAS SHALL BE TF MK 4s fl -- INV=148.5(IN) STABILIZED WITH STRAW OR HAY MULCHING AT A RATE O - 4 158.5 158.5 / INV=157.1 _ - - _ =1 gip- __ _ L - - -- - _ _ - - - INV=148,5(OUT) OF 90 POUNDS PER 1000 SQUARE FEET. NEW / INV=-T48-.2(fNF)2-e" . CAR WASH 158.5 ' INV=1-4&2(QU )3-6 - 16 _ - _ - --- EW CB TYPE C K. INSTALL LANDSCAPE TREES AND SHRUBS AS SHOWN ON THIS r158."3_ 1NV=148.7(fi OVERFLOW') ` - - TF=150.4r' I I FF=158.5 f - _ - ---- -- - - - INV 150. 7(OUT) PLAN. MULCH WITH 4 INCHES OF WOOD CHIPS. 3 NEW 38 LF / ca- 30" HDPE / /_____3 NEW _ NE 31 F - _ _ _ - _ L. WHEN ALL GRADED AREAS ARE PERMANENTLY STABILIZED, A \ S=0.00 NEW 3 BAY 1 NEW ;OFFICE 6 H© --- ---- „-- - - ---- NEW HAYBALE J (SEE DETAIL OIL CHANGE CENTER /' ' S=0.01(MIN) 8 H E - -- - REMOVE ALL EROSION AND SEDIMENT CONTROLS. REMOVE j I ° FF _ - 5=6 t - _ _ _ _ - _ SEDIMENT CONTROL TRAPPED SEDIMENT. FF=158.5 ° ° _ -\\ \ EW CB TYPE CL ,' ' I ,° 155 AT CB (TYP) W/ DW (SEE DETAIL) / ,' / ,' / - - - _ - - - -_ ___ M. RECOMMENDED SEED MIXTURE AND RECOMMENDED RATE: WV W__4 TF=158.1 _ , .' ,' ' ! 1 - ' 2 NEW DW CREEPING RED FESCUE 20 LBS/AC GF NEW 1.5, LF I I / _ 4 - p _ _ , R INV=153.6(IN) - NEW X50 LF ° NEWRL I '` -' \ ` INV=144.7(IN)8" RED TOP 2 LBS/AC TALL FESCUE OR S 30 HDPE\ I I N f2L " ° - - - INV=153.6(OU 8 HOPE , INV_ 155. l T_ , - G- - NEYV 21 S=0. ' INV=155.8 / / ! ,,,- BOTTOM ELEV=138.9 42 LBS/AC SMOOTH BROMEGRASS 20 LBS AC BENCH MARK \ _ --\: „ s= b.o16 \ 30 HDPE q SLOPE=0.01 ° / ;r TOP OF FRAME _ 1 - CATCH BASIN p \ SEE DETAIL \\ 1 EYE -C -B E C ,' 1_$f' 33. STORMWATER MANAGEMENT SYSTEM MAINTENANCE SHALL BE ELEV 156.40 \\ , X \\ -r O - --W/ HOOD /,' /, / /! /,' ;/; 3 RO OF 11 4'X4'X1. / PERFORMED BY THE OWNER AS FOLLOWS: TF=157.9 / / " EW 29 LF - EXISTING HOUSEEW10LF / / / , , 18 C 1CRETE GALLER - - _ _ ___HD - j T 5 TREESINV=155.0 IN / / / o / NEH _ INV=153. OUT // / ,° ,' ,' INV=1 7.0 _ - c S=O 07 !n/ 1, ANNUAL VACUUM CLEANING SHALL BE PERFORMED30 / , 5-0.00 _ DURING THE SPRING SEASON, yL s O _ - - / // // , / l ,,--- - 2 NEW 4LF ; / 2. CLEANING SHALL BE BY VACUUM METHODS PERFORMEDpi - - 3 NEW_- / / / r3113Piw 1 BY AND DISPOSED OF BY A LICENSED SERVICE. c3`, -. - - - -30 PE - - / / / , // / / _ , , EW 35 LF SEE DETAIL) ' / / / '" , - - - - _' - - - / D -3 -I fi" HD: l \ \ l % WELL S= 0_l Q \ 0 NEW CB TYPE C 2fNEW 3LF / \ WWITHD OH E 15_8.0 _ _ - - - - " INV=1449(IN)6 INi 53.6(IN)W 55 - - - 12 NEW 4X4 X1.5 _ _ -2 DT -4 " CB \ 5 - `s' --- y=> (}bjro- _ - ' __-- - ' 18" CQNCRET]GALLERY _6 - / INV=144,7(OUT)8 f,, ____ S P ,' - f R TAINING WALL 149.88TF=156.05 _ ---INV=145.2 ` f _ _ - - - - - - INV= a 53=&(OU-T- -- - - - - NV N=152.65 e s % _-- REO - 152 - IRON __,_ IRON PIP C INV S=152.35 I I I _ -- -___ --- PROPERTY l"INE --- I PIPE (FOUND) /^ APPAREN f3TREET LINE T_ ET 4N 6)4 EW 21 t LF r r ; NEW L W 6LF / IN V=SILTED OVERINVE_]52.65 j / „ 15" RCP r r i STOP BAR I 2:1 SLOPE EW TEMPORARY " HDPE / 8 HDPE I S= per t STABILIZE W/ JUTE SEDIMENT FENCE / s / s , s s s , s s j r t tr t TYP) T') F , FM FMNETTIN t.. C2 ZUE .k r r YLL 1 __YE Y vv FM--" --- CBFORTSHANTOKROADNEW30'X50' TEMPORARY AC ACRES r tt t t a CONSTRUCTION ENTRANCE \\ _ 43.78BCLCBITUMINOUSCONCRETEr - - r t FM t BGLC - INVTF= SILTED OVER i SNET ,MAILBOXES _SNE7` -; 4 FORT SHANfOK ROAD ' LIP CURB ' t ' ( -.. ' -) _- __ _- 668 -- TRAFFIC LIGHT \ 1 _ - _ __ __667 CONC CONCRETE \ / r -' / , / SIGN IN INTERSECTION/ / / NEW MH „ „ DOT DEPARTMENT OF TRANSPORTATION ;' ' r / / °' °' TF=149.2 SPEED LIMIT 30 yrs`, ' s // / °' INV=146.3(IN)2-8" NEW CB TYPE C DW DRY WELL \ ' i / / ,° INV=146.3(OUT)2-8" " TFD148( 4EE DETAIL) FF FINISH FLOOR \ _ 5 s / / c) / / / /° INV=146.7(OVERFLOW)6 INV=143.2(IN)6" HD HEAVY DUTY PVC PIPE \\, / ' I / ' INV=146.4(OUT)2-8" HDPE HIGH DENSITY POLYETHYLENE LF LINEAR FEET \ / MH MANHOLE MAMORE OR LESS , , ,'' GRADING, DRAINAGE AND N/F NOW OR FORMERLY EROSION & SEDIMENT CONTROL PLAN SAN SANITARY NEW OIL CHANGE AND CAR WASH CENTERSTMSTORM SF SQUARE FEET PROPERTY OF: C&D LAND DEVELOPMENT LLC RL ROOF LEADER LEASED TO: U N CASVI LLE QUICK LUBE LLC TBR TO BE REMOVED TYP TYPICAL 20 0 20 40 4 FORT SHANTOK ROAD Q CLEANOUT GRAPHIC SCALE IN FEET UNCASVILLE, CONNECTICUT LL BUILDING SETBACK LINE SCALE: 1"=20' DATE: MARCH 14, 2002 STONE WALL STORM DRAINAGE PIPE 148 ---- EXISTING CONTOUR DiCESARE- 150 - NEW CONTOUR BENTLEY X 146.97 NEW SPOT ELEVATION 3 6-6-02 PER P&Z /DOT APPROVAL CONDITIONS DT -1A TEST HOLE 2 5--3-02 PER STAFF COMMENTS ENGINEERS, INC. 1 4-4-02 PER STAFF COMMENTS DRAWINGS ARE THE PROPERTY OF THE ENGINEER - 100 FORT HILL ROAD THESECOPYRIGHT © AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER GROTON, CONNECTICUT DICESARE - BENTLEY FOR THIS PROJECT AT THIS SITE, AND ARE NOT TO BE NO DATE DESCRIPTION _ ( 860) 448-0400 DWG. NO: 02-003.03 SHEET 2 OF 5 ENGINEERS,INC. USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER REVISIONS WITHOUT WRITTEN CONSENT OF THE ENGINEER.