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HomeMy WebLinkAboutSite PlanFILTER FENCE G 10' 0. BACKFILL Ix EXCAVATE 6 x 6"' TRENCH r r JvSG FLOW ` "'M ° "'•.. R �- Exrsrrrvc GRADE • �4 \ \ 12" MIN. DEPTH UNDISTURBED 21' GROUND SEDIMENT FENCE DETAIL �•��• � " �r°��� � " � t "+~•��: F'°�� �\,,��- `' •`..- .: Ori "`•' �L` ` yew°y - °•`•;�:.,'•, ,.� ;. Bollard NOT TO SCALE (ryp) RETAINING WALL- ,; �, a ,•. TO BE REMOVED Elevation on Concrete. .° 148.40 Existing Shed 9s Existing .• Maintenance Building 4" TOP COURSE - ROLLED BANK RUN GRAVEL CONFORMING TO CT DOT FORM 816 M.02.03 AND BENCHMARK , GRADATION "C" OR COMPACTED 1-1 4" Rebar w Ca Set a9 M.02.06 GRAD / � Concrete / P PROCESSED TRAPROCK MIX a Pod Elev=144.44 Approximate Location of a ` ••[).. ' 'Q. O' aQ. O°.O. d: a Existing Septic System ' Q� J and 10030 Reserve Area • :4 14 p �. 10. O O O O O O O O C O O�O�O�O�OO O O 8 BINDER COURSE - ROLLED O O BANK RUN GRAVEL CONFORMING > C J O TO CT DOT FORM 816 M.02.03 COMPACTED SUITABLE C O AND M.02.06 GRADATION A O SUBGRADE G O O U U U U U U C •`,' ;°¢; rQ ei,.o�Vew, :�r:.tt" i.".r', �'.. •J :,. O O O O O O OWY '" J` '��. • . .P � a . : •'•' :r' "wes. . � ° ix'�".• .s •tie. � •d j� J , / J 2, AVEL L SUR FACE26.10' Drill Hole '",- :fit J J TRAFFIC B O U N D G R 23 E 100.00, r Rec J NOT TO SCALE PROVIDE UNDERGROUNDJ iJ PROPOSED ELECTRICAL SERVICEi . , ; ; GRAVELGRIVE / FROM EXISTING BUILDING 1 ,.... (TUGS) OVERFLOW (ELEVATIONS VARY, SEE PLAN) 12" OF MODIFIED RIP RAP SPILLWAY (ELEVATION, LENGTH AND WIDTH VARIES, SEE PLAN) FILTER FABRIC MODIFIED RIP RAP SPILLWAY NOT TO SCALE STORMWATER RECHARGE BASIN eftmw.=... v.r c .7.7.06 ,.W.. N/F St John Ukrainian Orthodox Church (Cemetery) Volume 116 Page 371 LEGEND & ABBREVIATIONS STAKE PACKED STRAW � BETWEEN BALES 1 MORE OR LESS TYP TYPICAL FF FINISH FLOOR W/ WITH U CONC CONCRETE C) MON MONUMENT 2,483,791 SF CHD CONNECTICUT HIGHWAY DEPARTMENT CL MINIMUM FRONT YARD 50 FT 81 FT REC RECOVERED 38 FT N/F NOW OR FORMERLY 184 FT MAXIMUM BUILDING HEIGHT 70 FT q x 150.0 EXISTING SPOT ELEVATION SANITARY N/A `t CL. x 150.0 PROPOSED SPOT ELEVATION z i V BUILDING SETBACK LINE w - 150 -- EXISTING CONTOUR V Q 150 - PROPOSED CONTOUR 0 i TREELINE `a • ANGLE POINT 00 i n IRON PIN OR T -BAR 0 CL NO �. DRILL HOLE 0 C] CHD/MONUMENT n © D BOULDER 0 CL C0 1 ti 0 U Cz 4� LQ C Q ceCL © 2017 BOUNDARIES LLC C ry THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FC'>R THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE 0 DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION CL OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. CU 4-J CL TREES TO BE PROTECTED STRAW BALE -,_,r COMPACTED FLCW BACKFILL ---� PLAN '4•''EW FLOR> SECTION WEW ELEVATION r w STAKED 11A' BALE BARRIER-d=2*56'1Bn CHD=149.98" �Vi 0 T TO SCALE CH BRG=S29'53'46 "E PROVIDE AND MAINTAIN SEDIMENT FENCE THROUGHOUT CONSTRUCTION (1300 LF) Limits of Wetlands (Reference Map 1) lfs ,w �1- (4) EXISTING STORAGE Nk TRAILERS TO BE REMOVED 75' X 20' STORMWATER �_. RECHARGE BASIN MODIFIED RIPRAP SPILLWAY (SEE DETAIL) \ wv. STAKED HAY BALE BARRIER AT RIPRAP SPILLWAY 30' L ` N cc 1 f I f 1 J Existing Gravel R=2924.93' L=150.00' TAN=75.01 ' Hartford - New London Turnpike (CT Route #85) PROPOSED OMITS OF CLEARING (TYP) �i a� J I TREES TO BE PROTECTED I 1 Connecticut Department of Transportation Highway Line ZONING TABLE: COMMERCIAL -2 (C-2) ITEM REQUIRED PROVIDED MINIMUM LOT AREA 80,000 SF 2,483,791 SF MINIMUM LOT FRONTAGE 200 FT ±1896 FT MINIMUM FRONT YARD 50 FT 81 FT MINIMUM SIDE YARD 30 FT 38 FT MINIMUM REAR YARD 50 FT 184 FT MAXIMUM BUILDING HEIGHT 70 FT <70 FT WATER SUPPLY N/A SANITARY N/A NARRATIVE THIS PROPOSAL CONSISTS OF THE CONSTRUCTION OF A 4200 SQUARE FOOT GARAGE WITH A 3,300 SQUARE FOOT GRAVEL DRIVEL!"AY AND A 1,500 SQUARE FOOT STORMWATER RECHARGE BASIN. ELECTRICAL SERVICE FOR THE GARAGE WILL BE EXTENDED UNDERGROLND FROM THE EXISTING MAINTENANCE BUILDING ON THE PROPERTY, THE GARAGE WILL HAVE NO PLUMBING. THE ROOF DOWNSPOUTS WILL DISCI-ARGE FROM THE WEST GARAGE CORNER AND BE DIRECTED TOWARDS TIE PROPOSED STORMWATER BASIN. THE WILL R PROPOSED CONSTRUCTION WN R L EQUIRE THE TEMPORARY DISTURBANCE OF APPROXIMATELY 24,000 SQU;RE FEET ALL DISTURBED AREAS WILL BE STABILIZED FOLLOWING CONSTRJC770N. EROSION CONTROL MEASURE, TO BE IMPLEMENTED DURING CONSTRUCTION INCLUDE A SEDIMENTATION Ft NCE DOWNGRADIENT OF THE C0;4STRUCTION AREA. ALL EROSION CONTR�,n. MEASURES WILL BE INSTAL.ED PRIOR TO MAJOR SITE DISTURBANCE ANN WILL BE MAINTAINED THROLGHOUT THE PROJECT. AFTER THE CONS I NUCTION ALL DISTURBED AR&S OUTSIDE OF GRAVEL DRIVE LIMITS SHALL 6E LOAMED (4" MINIMUM) ANI) SEEDED WITH GRASS FOR PERMANENT STABILIZATION. EROSION CONTROL MEASURES WILL BE REMOVED ONLY AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. too CNI CONSTRUCTION SEQUENCE 0 1. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS. z ; . 3. ROUGH GRADE STORMWATER BASIN AND SURROUNDi ,6 ATEA. 4. ROUGH GRADE WITHIN PROPOSED GARAGE FOOTPRINT AND BUILD FORMS FOR CONCRETE FOUNDATIONS. 5. INSTALL FOUNDATION AND CONSTRUCT GARAGE. 6. RESTORE ALL DISTURBED AREAS. T -Bar Rec N/F PPMG, LLC Volume 551 Page 617 STORMWATER MANAGEMUff PLAN 1. POLLUTION P$FMILQ�_ TEAM: THE OWNER WILL BE RESPONSIBLE FOR CARRYING OUT THE PROVISIONS OF THIS rLAN. 2. IMPERVIOUS SURFACES SHALL BE SWEPT CLEAN OF SAND AND LITTER AND ANY OTHER POLLUTANTS AT LEAST 7'I'ICE A YEAR. o. BETWEEN NOVEMBER 15 AND DECEMBER 15 (AFTER LEAF FALL). &DURING APRIL (AFTER SNOW MELT). 3. OUTSIDE STORAGE ACCESSORIES OR EQUIPMENT JTORED OUTSIDE SHALL BE COVERED OR MAINTAINED TO MINIMIZE THE POSSIBILITY OF THESE MATERIALS OR THEIR RESIDUE PASSING TO STORM WATER. 4. WASHIND NO WASHING VEHICLES OR EQUIPMENT IN CONS "RUCTION AREAS. 5. MAINTENANCE AND INSPECTION o.MONTHLY INSPECTION OF STORM WATER STRUCTURES AND OUTFALLS. b. CLEAN SEDIMENT AND DEBRIS FROM STRUCTUFES AND OUTFALLS ONCE A YEAR DURING APRIL. 6. SPILL OR ACCIDENTAL DISCHARGE COMPLY WITH STATE AND FEDERAL REGULATIONS TO CONTAIN AND CLEAN UP ANY SPILL OR DISCHARGE AND DISPOSE OF MATERIALS AT AN APPROVED FACILITY. CONTACT :ONNECTICUT DEEP OIL AND CHEMICAL SPILL RESPONSE DIVISON (860) 424-3338. IN THE EVENT A SPILL OCCURS THE FOLLOWING STEPS SHOULD BE PERFORMED AS SOON AS PCSSIBLE: a. STOP THE SOURCE OF THE SPILL. b. CONTAIN THE SPILL. c. COVER SPILL WITH ABSORBENT MATERIAL SUCF AS LITTER, SAWDUST OR OIL ABSORBENT PADS. DO NOT ;SE STRAW. d.DISPOSE OF ABSORBER IN ACCORDANCE WITH .CCAL AND STATE REGULATIONS. LOCATION MAP SCALE: 1"=2000' SURVEY NOTES 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-30OB-1 THROUGH 20-3008-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS AN IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY BASED ON DEPENDANT RESURVEY AND CONFORMS TO HORIZONTAL CLASS B AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. IT 1S INTENDED TO BE USED FOR SITE DEVELOPMENT. 2. NORTH ORIENTATION DEPICTED HEREON IS PER REFERENCE MAP 1. 3. VERTICAL DATUM DEPICTED HEREON IS PER REFERENCE MAP 1. 4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON THE LOCATION OF ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROVIDED BY OTHERS, NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS MAY NOT BE DEPICTED OR NOTED HEREON. THE LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. CONTACT "CALL BEFORE YOU DIG" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERATIONS. 5. THE FIELD SURVEY WAS COMPLETED ON JULY 12, 2017. REFERENCE MAPS I. SITE DEVELOPMENT PLAN, NATURE'S ART / DINOSAUR CROSSING PHASE III, PREPARED FOR ROGER AND LINDA PHILLIPS, CONNECTICUT ROUTE NO. 85, MONTWLLE, CONNECTICUT, JULY 2005, LAST REVISED DECEMBER, 15, 2005, PREPARED BY: BOUNDARIES LLC. 2. PROPERTY SURVEY, PREPARED FOR ROGER L. PHILLIPS AND LINDA F. PHILLIPS, CONNECTICUT ROUTE 185, MONTVILLE, CONNECTICUT, SCALE: 1 "=100', DATED: DECEMBER 28, 2010, JOB I.D. NO. 04-1132, PREPARED BY. BOUNDARIES LLC EROSION CONTROL NOTES 1. ALL UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. 2. RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES IS THE SITE CONTRACTOR WHO IS TO BE DETERMINED. 3. THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION, CT DEEP BULLETIN 34, SHALL BE USED FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES. THE PROPERTY OWNER SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR THE TOWN OF MONTVILLE STAFF. 4. SEEDING FOR PERMANENT STABILIZATION SHALL BE COMPLETED BETWEEN APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE COMPLETED WITHIN THESE TIMES, APPLICATION OF' TEMPORARY MULCH WILL BE PLACED UNTIL THE NEXT SEEDING PERIOD. SEED MIXTURE SHALL BE AS FOLLOWS: KENTUCKY BLUEGRASS 20 LBS/ACRE OR 0.45 LBS/1, 000 SF CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1, 000 SF PERENNIAL RYEGRASS 5 LBS/ACRE OR 0.10 LBS/1,000 SF 5. MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF APPROXIMATELY 2-3 BALES/1,000 SF. 6. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS OF RAIN EVENTS WITH GREATER THAN 0.5" OF RAINFALL IN A 24-HOUR PERIOD, AND REPAIRED OR REPLACED AS NECESSARY TO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN. GRAPHIC SCALE 40 20 10 0 20 ( IN FEET 1 inch = 20 it~ f , _... _ 29102 DAVID C. McK.AY, P.E. LICENSE NO. DATE '70 MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORREC7 A� NOTED HEREON." M il. FAULISE JR. L.S. 70016 LICENSE NO. DATE SCALE: 1" = 20' DATE: August 2017 JOB I.D. NO. 17-2549 Revisions SHEET NO. 7 -0 W `t i (D 0 i 00 i 0 CL �. 0 CL L. V) 0 CL C0 1 0 Cz 4� 4. 70 C C CD 0 CL M CU 4-J CL Cl C: • W i I E > I 0 C) �. i SCALE: 1" = 20' DATE: August 2017 JOB I.D. NO. 17-2549 Revisions SHEET NO. 7 -0