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Home My WebLink AboutSite PlanPROVIDE BUILDING MOUNTED LIGHTING (TYP.) PL.ATOi o m� 'IVE WTE51 I. Site Is located in ZONE R-20 2. OWNER/DEVELOPER Artemis Mandes It Devonshire Drive Waterford, Ct. 06385 3. Total Area of subdivlslon 91,239 +/- S.P. = 2.09 +/- ACRES 4. Area to be deeded to THE TOWN OF MONTVILLE for ROAD PURP05ES = 12,954 +/- S.F. 5. Contours are at 2ft. Interval. BASE FOR LEVELS: N.O.V.D. 1929. 6. All utilities servicing the lot to be installed underground as required by the TOWN of MONTVILLE. GALL BEFORE YOU DIG: I-800-1122-4455. 7. Site is a portion of Assessors Map 33 Lots 1'7k,17j And Portion I7aa. 8. This site is not located in a Coastal Area Management Zone. 9. This site is not located in a flood zone. 10. Sites to be serviced by Municlpol Sewer and On Site Well. 11. All public improvements to be completed within 5 years as required by the Connecticut Oenerol Statutes. 12. Proposed lighting to be buiiding mounted. 13. 12" Corrugated polyethylene pipe shall conform to AASHTO M294 Type 5 as manufactured by Honcor, Inc. P.O. Box 1047 Findlay, Ohio 458311 or by approved equal. T 3U ail 24" RCP IN 186.63 djI 15 RCP IN 186.48 a �� 24_' RCP OUT 184.68 THELEXIST. CATCH BASIN TCO �A II1T.F. 191.1 PROVIDE TYPE C CATCH BASIN - SET TF AT EXIST -GRADE BL.EV: 19 MAINTAIN EXIST INV ELEV'I91.7 *J INV 12 -CPP 194.06 PROVIDE PAINTED DIRECTIONAL ARROW (SEE; DETAIL) PROVIDE NON -T RACKING CONS?RV- TION EN7RANCE (SEE DETAIL) SITZ DATA TAZLZ - ZOM W20 ITEM REGUIRED IPRONTO® - LOT I PROMO® - LOT 2j PROVIOIS7 - LOT 3 LOT AREA 20,000 5.F. 23,24-7 S.F. 24,954 S.F. 30,064 S.F. LAT WIDTH 100 FT. 163.25 FT 134b6 FT 161: i5 FT FRONT YARD 50 FT. 'ibt FT '12t FT 69t FT SIDE YARD. 40 FT. 62 FT P6.0 FT 24.4 FT REAR WARD 40 FT. IOgt FT q4t FT 50t FT LAT COVERASE WA 10% CI% 6A5 13LD6. HEIGHT 55' MAXIMUM Z STORY 2 STORY 2' STORY PARKING SEE GALLS -7 SPACES 1°5 SPACES 13 SPADES TRUCK LOADING WA ,. I SPACE I SPACE I SPACE Lot #33-1•-jK 4 Units a 1 1/2 Spaces per Unit = 6 Spaces Required 7 Spaces Provided Lot #33-170 6 Units -a 1 1/2 Spaces per Unit = 12 Spaces Required 13 Spaces Provided Lot #33-17.1 $ 8 Units a 1' 1/2 Spaces per Unit = 12 Spaces Required 13 Spaces Provided NOTE: EXISTING VEGETATION IS TO REMAIN AS REAR BUFFER (ALL LOTS) PROVIDE CONCRETE DUMPSTER PAD W/ STOCKADE FENCE SURROUNDING (SEE DETAIL) PROVIDE ROW OF 6` HIGH BLUE SPRUCE 701C, 2 " MIN. CALIPER PROVIDE HANDICAP PARKING SPACE W/ PAINTED SYMBOL & SIGN (SEE 5E -TAIL.) Z. PROVIDE TYPE 15" SIDEWALK RAMP N ( SEE DETAIL) 'CVs" m /Zilo PROVIDE PAINTED DIRECTIONAL LOCATION MAP 2000 1000 0 2000 GRAPHIC SCALE IN FEET PROVIDE BITUMINOUS CONCRETE LIP CURB (SEE DETAIL) PROVIDE NON -TRACKING CONS7)9UC- 'Al T.F. 214.5 INV 211.5 EXIST. CATCH BASIN T. F. 213.7 3 \\\ INV.' OUT 210.63 \ \\\.--PROP INV IN 211.0 PROVIDE STOP SIGN 9 \ �\ 7d MINTED STOP BAR \\ n (SEE DETAIL) --- \ EXIST. CATCH BASIN '- T.F. 213.6 STOP BAR (SEP DETAIL) APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION. 51ONATURE DATE LEEN✓ : IPO IRON PIN DH 0 DRILL HOLE SITS oeyeLOPMENT PLAN N/F NO11 OR FORMERLY ZONING V I STRI CT R-20 s.r=. sa�ARs FEST PREPARED FOR TYP. TYPICAL - BUILDING SETBACK LINE + 0 PP-OP05ED STREET ADDRESS , ARTEM O PROPOSED ASSESSOR LOT NUMBER i MON. MONUMENT 15 MAN"P"hE5'.. +/- MORE OR LESS i --210-- EXISTING CONTOUR 20 5 0 20 PLATOZ DRIVE 210 PROPOSED CONTOUR M.H. MANHOLE GRAPHIC SCALE IN FEET MONTVILLE, CONNECTICUT EXIST. EXISTING 4-210 PROPOSED SPOT ELEVATION INV. INVERT ELEVATION REVISIONS CHANDLER. PALMER at KiNG T.F. TOP of FRAME ELEVATION DATE DESCRIPTION v v 'PRoPOSE'b "f6\39'\Eb V•jkL\-t%'-74. dbn1-rif5os ® 11& Architecture, Engineering and Surveying ® 5 110 BROADWAY NORWICH. CT 06360 203-689-3397 FAX 203 -BU -78M S ��o�eS�E'� s>✓�.1£'� 2ztxa '9�- P�rL Gou.,�1s',�"rT�.� { �• DEC.' aJ� "PEtt a"PpRovf.� DATE: MAY 27, 1994 SCALE: 1 " = 20' SHEET 2 OF 3 I EROSION AND SEDIMENT CONTROL REPORT( SUBDIVISION AND SITE DEVELOPMENT PLAN PREPARED FOR ARTEM15 MANDES PLATOZ DRIVE MONTVILLE, CONNECTICUT REFERENCL= IS MADE TOi I. Subdivsion/Site Development Pian Zoning District R-20 Prepared For Artemis Mondes Piatoz Drive Ni-ontvllle, Connecticut 5cafe: i" = 20' May 21, I1614 Chandler, Palmer 4 King Norwlch, Connecticut 2. Connecticut Culdelines for Soil Erosion and Sediment Control, January IcI55. 5. Soil Survey of New London County Connecticut, U.S.D.A. Soil Construction Service 1155. VEVE LOT'M l Proposed Subdivision will allow for the creation of 5 building lots ranging in size from 25,24? s.f. to 50.084 s.f. Each will be serviced by on site Municipal water d Municipal sewer. Total area to be dtscurbed = 1.2 t acres SOILS• The proposed site is composed mainly of two soil types; Charlton - Hollis "CrC" t "CrD" I. "CrC" Fine sandy looms, very rocky, with 5 to 15 percent slopes. These gently sloping to sloping complex consists of somewhat excessively drained and well drained soils, on glacial till 4 upland londforms. 2. "CrD" Fine sandy looms, very rocky, with 15 to 45 percent slopes. These moderately steep to steep complex consists of somewhat excessively drained and well drained soils, on glacial till 4 upland landforms. �; iwA Construction will begin with clearing, grubbing and rough grading of the proposed sites. Following rough grading procedures, all drainage and utility structures and the associated piping will be installed and protected with hay bales or slit fence. These protective measures are to remain in place and properly maintained throughout construction. All work must be completed within 5 years, as required by the Connecticut General Statutes. Each site will be graded so that all possible trees on site will be saved to provide buffers to adjoining lots. Topsoil will be stockpiled on site and utilized during final grading. A non -tracking construction entrance is to be provided at each driveway. Development of the site will be performed by The Owner. He, will be responsible for the installation and maintenance of erosion and sediment control measures reR•vired throughout construction. The sedimentation control mechanisms shall remain in place from the start of construction until permanent vegetation has been established. The representative for the Town of Montville will be notified when the sediment and erosion control structures are initially in place. Once the proposed development, seeding and planting have been completed, the representative shall be notified to Inspect the site. These control measures will not be removed until this inspection Is complete. All stripping is to be confined to the immediate construction area. Topsoil shall be stockpiled so that slopes do not exceed 2 to I. A hay bale sediment barrier is to surround each stockpile and a temporary vegetative cover provided. Dust control will be accomplished by spraying with water and if necessary, the application of calcium chloride. The proposed planting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction site. Final stabilization of the site is to follow the procedures outlined in permanent vegetative cover. If necessary a temporary vegetative cover is to be provided until a permanent cover can be applied. (2)-2-x2'X3' STAKES EACH BALE E. ot, •. ALE SAMER NOT TO SCALE ANCHOR WITH (2) 2'x2'X3' STAKES EACH BALE FILTM BARRIER INSTALLATION 4 MAINTENANCE( I. Dig a 6" trench on the uphill side of thr, barrier location. 2. Position the posts on the downhill side of the barrier and drive the post 1.5 feet into the ground. 5. Lay the bottom 6" of the fabric in the trench to prevent undermining and backfill. 4. Inspect and repair barrier after heavy rainfall. 5. Sediment deposits are to be removed when they reach a height of one foot behind the barrier and are to be deposited in an area which is not regulated by the Inland Wetlands Commission. 6. Inspections and necessary repairs will be made twice weekly. I MAY BALE INSTALLATION i MAINTENANCE: 1. Bales shall be placed around all proposed catch basins with _ the ends of the bales tightly abutting each other. 2. Each bale shall be securely anchored with at least 2 stakes and gaps between bales shall be wedged with straw to prevent water from passing between the bales. 5. Inspect bales after each storm and repair or replace promptly as needed. Remove sediment behind the bales when it has reached half the height of the bale and deposit in n area which is not regulated by the Inland Wetlands Commi sion. 4. Inspections and necessary repairs will be made twice weekly. TEMPORARY VEOPETATiVE COVER: A temporary seeding of Rye brass will be completed ithin 15 days of the formation of stockpile(s). if the soil in the stockoiles has been compacted by construction operations it shall be cosened to a depth of 2 inches before the fertilizer, lime and seed is applied. 10-10-10 fertilizer at a rate of i.5 pounds per 1000 s.. and lime stone at a rate of q0 lbs. per 1000 s.f. shall be used. Rye Grass applied at a rate of I ib, per 1000 s.f. shall provide the temporary vegetative cover. Straw or hay, free from weeds and coarse matter shall be used at a rate of '70-elO lbs. per 1000 s.f. as a temporary mulch. Straw or hay, free from weeds and coarse matter shall be used at a rate of '10-010 lbs. per 1000 s.f. as a temporary mulch. Apply mulch and drive tracked equipment up and down slope over entire surface so cleat marks are parallel to contour. PERMANENT VEOETATiVC COVER• Topsoil will be replaced once the excavation has been completed and the shoulders are graded to a slope no greater than 5 to 1. Topsoil will be spread at a minimum compacted depth of 4 inches. Once the topsoil has been spread, ail stones two Inches or larger In any dimension will be removed as well as debris. Apply agricultural ground limestone at the rate of two tons per acre or 100 lbs. per 1000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of 500 lbs. per acre or '1.5 lbs. per 1000 s.f. Work lime and fertilizer Into the soil to a depth of 4 Inches. Inspect seedbed before seeding. If traffic has compacted the soil, retill compacted areas. Apply the following grass seed mix: Seed Mixture IbsJocre Ibs./I000 s.f. Kentucky Bluegrass 20 .45 Creeping Red Fescue 20 .45 Perennial Rye Crass ' S .10 45 1.00 , The recommended seeding dates are: April I - June 15 August I - 5eptember 15 Following seeding, firm seedbed with a roller. Mulch immediately following seeding. If a permanent vegetative stand cannot be, established by September 50, apply a temporary cover on the topsoil such as netting, mat or on organic mulch. I SEWER STRUCTLRE 1 5DW AT CATCH RASN NOT TO SCALE FILTER FABRIC CONCRETE, SURFACE TO BE PLACE EXPANSION JOINT AT BACK OF ANGLE 10' UP SLOPE POST FOR STABILITY AND CURB LINE OR AT SIDEWALK UNE SELF CLEANING COMPACTED T s to BACKFILL u �L ,MLT FENCE NOT TO SCALE 0 SECURE TO 1 1/2" • GALVANIZED STEEL POST WITH (2) 1/4' 0 HANDICAPPED GALVANIZED BOLTS PARKING (1 TOP, 1 BOTTOM) S1AT1117. BE FIIIRD 5'-0' TO GRADE HANDICAPPED .PARKING SiGN NOT TO SCALE • ti DOMMOM NOT TO SCALE 4' 6' M ELECIR1CAL. IM CABLE TELEVISIO NI I ADJUST TO GRADE WITH MAXIMUM OF FOUR COURSES OF BRICK CAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE WELDED WIRE FABRIC (TYPICAL) — — — REFORMED PLASTIC GASKET OR 4'-0' DiA FLEXIBLE WATERTIGHT RUBBER GASKET 5' WALL KNOCKOUT FOR PIPES MINIMUM 4' FROM TOP AND BOTTOM OF BASE i ONCRETE OR BRICK AND MORTAR INVERT CROSS SEC1 ON NOT TO SCALE SURFACE COURSE, CLASS 'C' 1/2 (CONCRETE RAMP CONCRETE, SURFACE TO BE PLACE EXPANSION JOINT AT BACK OF FINISHED WITH A WOOD FLOAT e'-6' MINIMUM OR BY OTHER APPROVED MEANS CURB LINE OR AT SIDEWALK UNE 1'LTJNE O'] CONSTRUCT THIS SEC7lON ONLY WHERE SE 1/ PER FOOT - 6' GRAVEL BASE / NO CONCRETE SIDEWALK \ \ \ \ 6' IN DEPTH AFTER 8x6 10/10 WELDED COMPACTION PLACED WARE MESH IN TWO COURSES CROSS SECTION RAMP .�� . �• a rat u•.<. �,, . SURFACE COURSE, CLASS 'C' 1/2 (CONCRETE RAMP CONCRETE, SURFACE TO BE PLACE EXPANSION JOINT AT BACK OF FINISHED WITH A WOOD FLOAT e'-6' MINIMUM OR BY OTHER APPROVED MEANS CURB LINE OR AT SIDEWALK UNE 1'LTJNE O'] CONSTRUCT THIS SEC7lON ONLY WHERE SE 1/ PER FOOT - 6' GRAVEL BASE / NO CONCRETE SIDEWALK \ \ \ \ 6' IN DEPTH AFTER 8x6 10/10 WELDED COMPACTION PLACED WARE MESH IN TWO COURSES CROSS SECTION RAMP •,• rR •, .. SEMON CON=6 R,EW. FINISHED GRADE WELDED BURIED Q= CROSS SEC710N NOT TO SCALE I' BITUMI OIS CONCRETE LIP CURBNIG —� N 1 1/r CLASS 1 WNIMM aONtR x �� 1 1/2' BINDER COURSE-\ ,. BACKFILL AS DIRECTED 6' PROCESS GRAVES. BASE -•I 12' BANK -RUN GRAVEL S MASE BIRIMINMIS CONCRETE_ UP .CURSING NOT TO SCALE SECURE TO 1 1/2" • Mao"+ GALVANIZED STEEL POST VM (2)1/4' T GALVANIZED BOLTS (1 TDP. 1 BOTTOM) NOTE. ="ACE"' AL STRTME OF j CONNECTICUT D.O.T. STANDARDS 9M$GALE • TIWII i C .fliMAON A_MO1N , MOTTO SCALE DOUBLE BOLT JOINT 7YI•E •V eltul"NUOUs A A CONCAY CLASS .A. Y �A • 12 BOTH WAYS CONCRETE • PLACED 1 i/2" CLEAR TO _IN;IDE OF BOX B am �� VARIES r� i' i INLET b > OUTLET —� e'J 8ECTM1 A A NOTE: FRAME AND GRATED COVER 70 BE VAIWACAIFEO BY U7ARON FOUNDRY M BROCKTON. MASS. OR EQUAL TRENCH BRAIN NOT TO SCALE D W N D , .•SQ� BUZ SIJ •,� •' PAVEMENT , BACKFTLL TYPE 'C' CATCH BASIN TOP CROSS SECTION NOT TO SCALE ' coNCRE1E "II Lor.8 ro/1DWWF Z' ROLLED GRAVEL BASE (COMPACTED BN 4' LM AS REQUIRED BY SIZE OF DUMPSTER BOTH SIDES CONCRETE DUMPSTER PAD VATH STOCKADE FENCE NOT TO SCALE (VARIES) 1' MiN 6' "M STOCKADE FENCE CERTIFIED BY THE MONTVILLE PLANNING AND ZONING COMMISSION signature date JOiNT (TTP) am 1" PER FT. 40' MAX 1' PER FT. MAX. CURB MAX. BACK OF WALK CUT GUTTER UNE FACE OF CURB EI.EYAM StDEVdALK RMP TYPE 4 MOTTO SCALE RAMP tWALK 3'-•0" 1' PER FT.1%4' PER MAX. CURBING GUTTER LiNE < 1/2 (CONCRETE RAMP DATE PLACE EXPANSION JOINT AT BACK OF ® e'-6' MINIMUM 14 UEc.'�q- CURB LINE OR AT SIDEWALK UNE 1'LTJNE O'] CONSTRUCT THIS SEC7lON ONLY WHERE SEDIMENT 00NTR'O L - GRASS S NO CONCRETE SIDEWALK 1n �E�D RAMP 9EC11ON b MAX. GRASS PLOT RAMP SECTION E CURBING CURB I� UNE /�� GRASS GUTTER UNE iMu e'-0• 2•-0' MINIMUM e' -e BACKUME OF RAMP Ire) `� AND SIDEWALK RAMP SEC110N + NE 38' MINI. CURBING 40' MAX. CURB ELEVAU CUT HALF 1 1 2" 1 1 2' VARIES 5'-D' ORPER 3 FT. CONSTRUCTION •_ AS DIRECTED JOINT (TYP) MINIMUM 21/2' — n 2' ro 1/4':12' GUTTER LINE FACE OF CURB PAVEMENT GRAVEL BASEj ie e• CLASS 'A' CONCRETE SIIDMMX RAMP TYPE 5 NFORCING MATERIAL FOR NOT TO SCALE CONCRETE PAVEMENT IF CALLED FOR 12= V -CTM MNCRETE RAMP NUT TU SCALE DATE: MAY 27, 1994 SCALE: AS NOTED SHEET 3 OF 3 SITE DEVELOPMENT PLAN ZONIhNe r1sliziaT R-20 'PTA=. F -M FLATOZ VRIVE MONWILLE, COSINE= CUT AE1W REVISIONS DATE DESCRIPTION ® Architecture, Engineering and Surveying 14 UEc.'�q- PER A.'Pp ovtiL 1'LTJNE O'] Te.J A Ge 1J►nT�EI�T SEDIMENT 00NTR'O L DATE: MAY 27, 1994 SCALE: AS NOTED SHEET 3 OF 3 SITE DEVELOPMENT PLAN ZONIhNe r1sliziaT R-20 'PTA=. F -M FLATOZ VRIVE MONWILLE, COSINE= CUT AE1W CHANDLER, PALMER ® Architecture, Engineering and Surveying ® 110 BROADWAY POIt1WZ?i.FAX 303-•BBe-7801 PETAILS and EROSION 4 SEDIMENT 00NTR'O L