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EGEND & ABBREVIATIONS,,-) TEST PITS 1A AND 11A WERE OBSERVED BY BOUNDARIES LLC UTILITY POLE O FENCE POST GUY WIRE N/F NOW OR FORMERLY CL&P CONNECTICUT LIGHT & POWER 300 EXISTING CONTOUR SNET SOUTHERN NEW ENGLAND TELEPHONE 3001--- PROPOSED CONTOUR EVS EVERSOURCE 290.10x PROPOSED SPOT GRADE f MORE OR LESS BLT BITUMINOUS W/ WITH CONC CONCRETE REC RECOVERED SCHED SCHEDULE SF SQUARE FEET R RADIUS NO MOTTLING, REBAR OR IRON PIN RECOVERED S SLOPE ANGLE POINT L LENGTH O DRILL HOLE SCLC BITUMINOUS CONCRETE LIP CURB El MONUMENT E ELECTRIC RBR REBAR S-s- SANITARY SEWER 1P IRON PIPE w-w- WATER DH DRILL HOLE 72" - 96 OVERHEAD WIRE MOTTLING AT 72"P NO GROUNDWATER, NO LEDGE MON MONUMENT CB CATCH BASIN TYP TYPICAL TF TOP OF FRAME MIN MINIMUM FE FEARED END E BUILDING SETBACK LINE RCP REINFORCED CONCRETE PIPE FF FINISHED FLOOR HDPE HIGH DENSITY POLYETHYLENE PVC POLYVINYL CHLORIDE PVC POLYVINYL I CHLORIDE SAN SANITARY WV WATER VALVE INV INVERT bQ WATER VALVE DMH DRAINAGE MANHOLE n- -VV SIGN SMH SANITARY MANHOLE 4" - 32" DEEP TEST PIT WMH WATER MANHOLE LWF 10 INLAND WETLAND FLAG II CATCH BASIN 12" - 42" DECIDUOUS TREE 42" - 101" SANITARY MANHOLE EXISTING TREELINE MOTTLING AT 66-$ NO GROUNDWATER, . NO .LEDGE TP #11A p STORM DRAINAGE MANHOLE D DRAINAGE NO MOTTLING, NO GROUNDWATER, BOULDER/LEDGE AT 30" 2016 BOUNDARIES LLC PCB PROPOSED SINGLE CATCH BASIN S SEWER PCB(11) PROPOSED DOUBLE CATCH BASIN (TYPE II) W. WATER PDMH PROPOSED DRAINAGE MANHOLE E/T/C ELECTRIC/TELEPHONE/CABLE PSMH PROPOSED SANITARY MANHOLE GAR GARAGE OPR OPTIONAL ROOM POR PORCH TEST PITS 1A AND 11A WERE OBSERVED BY BOUNDARIES LLC ON SEPTEMBER 10, 2016. TP #1A 0" _ 6" TOPSOIL 6" - 32" TAN SANDY LOAM WITH ROOTS 32" - 99" LIGHT TAN COMPACT MEDIUM TO COARSE SAND WITH SILT, SOME GRAVEL, AND TRACE COBBLES MOTTLING AT 34", NO GROUNDWATER, NO LEDGE TP #2A 0" - 6" TOPSOIL 6" - 30" TAN SANDY LOAM WITH ROOTS 30" - 96" LIGHT TAN COMPACT MEDIUM TO COARSE SAND AND SILT WITH SOME GRAVEL AND COBBLES MOTTLING AT 36", NO GROUNDWATER, NO LEDGE TP #3A 0" - 4" TOPSOIL/HUMUS 4" - 38 TAN SANDY LOAM WITH ROOTS 38" - 110" LIGHT TAN FINE TO MEDIUM SILTY SAND WITH GRAVEL, TRACE COBBLES NO MOTTLING, NO GROUNDWATER, NO LEDGE TP #4A 0" - 5" TOPSOIL/HUMUS 5" - 28" TAN. SANDY LOAM 28" - 63" LIGHT TAN MEDIUMT TO COARSE SAND AND GRAVEL WITH COBBLES 63" - 84" GRAY HARDPAN NO MOTTLING, NO GROUNDWATER, REFUSAL AT 84" TP #5A 0" - 6" TOPSOIL/HUMUS r 6" - 34" TAN SANDY LOAM . 34" - 72" LIGHT TAN FINE TO COARSE -SAND, FSDME GRAVEL, TRACE Y SILT AND COBBLES 72" - 96 GRAY FINE TO MEDIUM SAND WITH SILT MOTTLING AT 72"P NO GROUNDWATER, NO LEDGE TP #6A 0" - 4" TOPSOIL/HUMUS 4" - 24" TAN SANDY LOAM WITH ROOTS 24" - 48" LIGHT TAN FINE TO COARS SAND WITH GRAVEL 48" - 72" GRAY HARDPAN MOTTLING AT 48"1. NO GROUNDWATER, REFUSAL AT 72" rTP #7A 0" g- 6" TOPSOIL/HUMUS 6" - 28" TAN SANDY LOAM WITH ROOTS 28" - 48" LIGHT TAN MEDIUM: TO COARSE SAND WITH GRAVEL 48" - 70" GRAY HARDPAN MOTTLING AT 48"1 NO GROUNDWATER, NO LEDGE TP #8A O" - 6" TOPSOIL/HUMUS 6" - 30" TAN SANDY LOAM WITH ROOTS 30" - 50" LIGHT TAN MEDIUM TO COARSE SAND WITH GRAVEL 50" - 72" GRAY. HARDPAN MOTTLING AT 40") NO GROUNDWATER, NO LEDGE TP #9A 0" - 4" TOPSOIL/HUMUS 4" - 32" TAN SANDY LOAM WITH ROOTS 32" - 78" LIGHT TAN MEDIUM TO COARSE TP #10A 0" - 12" TOPSOIL 12" - 42" TAN SANDY LOAM WITH ROOTS 42" - 101" LIGHT TAN MEDIUM TO COARSE SAND WITH GRAVEL, TRACE COBBLES MOTTLING AT 66-$ NO GROUNDWATER, . NO .LEDGE TP #11A 0" T 6" TOPSOIL 6" - 30" TAN SANDY LOAM NO MOTTLING, NO GROUNDWATER, BOULDER/LEDGE AT 30" 2016 BOUNDARIES LLC THISL7RAWING IS THEPROPERTYOFBOUNDARIES LLCAND HAS BEEN SPECIFICALLY PREP/RED FOR THE OWNER OFTHIS PROJECT, AT THISSITE, AND IS NOT TOBE DUPI`.iCATED OR USED INPARTOR WHOLEFOR ANY OTHER PURPOSE, PROJECT, LOCATION OROWNER WITHOUT THEEXPRESSED WRITTEN CONSENT OFBOUNDARIES LLC. TEST PITS 1 THROUGH 10 WERE OBSERVED BY JENSEN'S INC. IN APRIL 2016. TP # i EXCAVATED 9 FT GROUNDWATER AT 9 FT TP #Z EXCAVATED 4 FT TO 6 FT LEDGE AT 4 FT TO 6 FT TP #3 EXCAVATED 7 FT GROUNDWATER AT 7 FT TP #4 EXCAVATED 9 FT GROUNDWATER AT 9 FT TP #5 EXCAVATED 8 FT NO GROUNDWATER/LEDGE TP #6 EXCAVATED 8 FT NO GROUNDWATER/LEDGE TP #7 EXCAVATED 5 FT TO 7 FT LEDGE AT 5 FT TO 7 FT TP #8. EXCAVATED 9 FT NO GROUNDWATER OR LEDGE TP #9 EXCAVATED 4 FT TO 5 FT BOULDER/LEDGE AT 4 FT TO 5 FT TP #10 EXCAVATED 6 FT BOULDER/LEDGE AT 6 FT CONSTRUCTION NO 1. THE CONTRACTOR SHALL CALL 'CALL BEFORE YOU DIG' (CBYD) AT 1-800-922-4455 AT LEAST 48 HOURS, SATURDAYS, SUNDAYS, AND HOLIDAYS EXCLUDED, PRIOR. TO EXCAVATING AT ANY LOCATION. A COPY OF THE CBYD PROJECT REFERENCE NUMBER(S) SHALL BE GIVEN TO THE OWNER PRIOR TO EXCAVATION. 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH OSHA REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THESE REQUIREMENTS. IN ADDITION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY EXCAVATION SAFEGUARDS, NECESSARY BARRICADES, FLAGMEN, ETC. FOR TRAFFIC CONTROL AND SITE SAFETY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE AND PROTECTION OF TRAFFIC AND TRAFFIC CONTROL. 4. LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES, FOUNDATIONS AND OTHER UNDERGROUND OBJECTS ARE NOT WARRANTED TO BE CORRECT AND THE CONTRACTOR SHALL HAVE NO CLAIM ON THAT ACCOUNT SHOULD THEY BE OTHER THAN SHOWN. 5. TEST PITS TO LOCATE EXISTING UTILITIES MAY BE REQUIRED BY THE ENGINEER. 6. STONE WALLS, FENCES, MAIL BOXES, SIGNS, . CURBS, LIGHT POLES, ETC. SHALL BE REMOVED AND REPLACED AS NECESSARY TO PERFORM THE WORK., UNLESS OTHERWISE INDICATED, ALL SUCH WORK SHALL BE INCIDENTAL TO CONSTRUCTION OF THE PROJECT. 7. ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S OPERATIONS BEYOND PAYMENT LIMITS SHALL BE REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS AT NO ADDITIONAL COST TO THE OWNER. 8. ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND PAYMENT LIMITS SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER. 9. THE CONTRACTOR SHALL NOT STORE ANY APPARATUS, MATERIALS, SUPPLIES, OR EQUIPMENT ON DRAINAGE STRUCTURES OR. WITHIN 100 FEET OF WETLANDS. 10. OPENINGS FOR PIPE IN PRECAST STRUCTURES SHALL BE CAST IN THE REQUIRED LOCATIONS DURING STRUCTURE MANUFACTURE. FIELD CUT OPENINGS WILL NOT BE PERMITTED UNLESS APPROVED BY THE ENGINEER. 11. IN PAVED AREAS THE TOP OF THE MANHOLE COVER SHALL BE SET FLUSH WITH THE PAVED SURFACE. IN OTHER AREAS THE TOP OF THE COVER SHALL BE SET 6" ABOVE FINISHED GRADE, OR AS SHOWN ON THE DRAWINGS, OR AS DIRECTED BY THE ENGINEER. 12. NEW WATER SERVICES SHALL BE INSTALLED WITH A MINIMUM COVER OF 54'; 13. THE LOCATION OF PIPES, CAPS, REDUCERS, BENDS, AND OTHER FITTINGS AT POINTS OF CONNECTIONS TO EXISTING MAINS IS APPROXIMATE 14. THE CONTRACTOR SHALL NOT OPEN OR CLOSE ANY VALVES WHICH HOLD WATER IN THE SYSTEM. THE CONTRACTOR WILL COMPLY WITH SOUTHEASTERN CONNECTICUT WATER AUTHORITY STANDARDS. 15. INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED ON THE EXISTING AND PROPOSED CATCH BASINS IN THE PROJECT AREA FOR THE DURATION OF THE PROJECT. 16. THE TRUNKS OF TREES WHICH ARE ADJACENT TO THE WORK AND ARE NOT TO _ BE REMOVED SHALL BE ENCLOSED WITH SUBSTANTIAL WOODEN BOXES OF SUCH HEIGHT AS MAY BE NECESSARY TO PROTECT THEM FROM INJURY FROM PILED MATERIAL, FROM EQUIPMENT, FROM THE OPERATIONS, OR OTHERWISE DUE TO THE WORK. 17. BRANCHES, LIMBS AND ROOTS OUTSIDE OF THE LIMIT OF CLEARING SHALL NOT BE CUT EXCEPT BY PERMISSION OF THE ENGINEER OR OWNER. ALL CUTTING SHALL BE SMOOTHLY AND NEATLY DONE WITHOUT SPLITTING OR CRUSHING. 18. ALL PROPOSED PAVING SHALL MATCH GRADE AT ROADWAY INTERSECTIONS. 19. ALL WORK IN OLD COLCHESTER ROAD SHALL COMPLY WITH THE TOWN OF MONTVILLE ROAD STANDARDS, 20. ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED AT THE END OF EACH WORKING DAY BY BACKFILLING AND COMPACTING OR COVERING WITH STEEL PLATES. GENERAL NOTES: 1. A PRECONSTRUCTION MEETING WITH TOWN OF MONTVILLE STAFF, SOUTHEASTERN CONNECTICUT WATER AUTHORITY STAFF, MONTVILLE WATER POLLUTION CONTROL AUTHORITY STAFF, THE OWNER, AND THE ENGINEER IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 2. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES, AND INCIDENTAL CONSTRUCTION" FORM 817, LATEST REVISION. 3. NO ACCESS TO ADJACENT PROPERTIES IS PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF THE PROPERTY OWNER. 4. VEHICULAR TRAFFIC SHALL ACCESS THE SITE OVER THE PROVIDED ANTI -TRACKING PAD. 5. THE CONTRACTOR SHALL MAINTAIN SIDE SLOPESAND DRAINAGE SWALES DURING CONSTRUCTION TO PREVENT PONDING AND EROSION. 6. THE CONTRACTOR SHALL MAINTAIN EXCAVATION SLOPES DURING CONSTRUCTION IN ACCORDANCE WITH THE MINIMUM AND MAXIMUM SLOPES SPECIFIED IN THE CONTRACT OR STIPULATED BY ANY STATE OR FEDERAL AGENCY. ANY LATERAL SUPPORT SYSTEM USED IN THE FIELD SHALL BE INCIDENTAL TO THE APPROPRIATE WORK ITEM AND CONFORM TO THE APPLICABLE REGULATORY REQUIREMENTS. 7. ALL EARTHWORK SHALL BE PERFORMED IN THE DRY. 8. ALL WORK ITEMS DETAILED IN THESE DRAWINGS SHALL BE COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. THE CONTRACTOR IS RESPONSIBLE . FOR: BYPASSING ANY FLOWS COMING DIRECTLY FROM ANY UPSTREAM SOURCES, ALL CONSTRUCTION DEWATERING NECESSARY FOR ACHIEVING A. FIRM, DRY SUBGRADE CONTROLLING ANY STORMWATER FLOWS COMING FROM ON-SITE AND OFF-SITE LOCATIONS, AND ANY OTHER MEASURES NECESSARY TO COMPLETE THE WORK INDICATED- ON THE DRAWINGS AND IN THE SPECIFICATIONS. 10. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND MONITORING OVERHEAD UTILITIES AND UNDERGROUND UTILITIES AT THE SITE FOR THE DURATION OF THE PROJECT. WATER COkIN'STrRUCTION NOTES: 1. A PRECONSTRUCTION MEETING WITH THE SOUTHEASTERN CONNECTICUT WATER AUTHORITY IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. J. ALL BACTERIOLOGICAL AND PRESSURE TESTING SHALL BE COMPLETED UNDER ,THE SUPERVISION OF UTILITY PERSONNEL OR AN AUTHORIZED REPRESENTATIVE. 4. ALL MATERIALS AND METHODS TO CONFORM TO THE REQUIREMENTS OF THE. SOUTHEASTERN CONNECTICUT WATER AUTHORITY. UTILITY PERSONNEL OR AN AUTHORIZED REPRESENTATIVE MUST INSPECT AND APPROVE ALL UTILITY INSTALLATIONS PRIOR TO BACKFILLING. 5. ALL MECHANICAL JOINTS (I. E. VALVES, FITTINGS) SHALL. BE RESTRAINED BY MEANS OF DUCTILE IRON RETAINER GLANDS. WEDGE -ACTION JOINT RESTRAINERS OR GASKET -TYPE JOINT RESTRAINT SHALL BE USED TO RESTRAIN ALL PIPE JOINTS FOR A DISTANCE OF AT LEAST 27 FEET OF PIPE ON EACH SIDE OF ALL RETAINER GLANDS. NO MORE THAN ONE PIPE JOINT SHALL BE ALLOWED WITHIN THAT 27 FEET OF PIPE 6. ALL VALVE BOXES AND CURB BOXES SHALL BE ADJUSTED TO THE FINAL GRADES. ALL CURB BOXES SHALL BE LOCATED IN GRASSED AREAS UNLESS INDICATED OTHERWISE. ON THE PLANS. 7. ALL VALVES AND HYDRANTS SHALL BE LEFT -OPENING (COUNTERCLOCKWISE) UNLESS INDICATED OTHERWISE BY THE UTILITY COMPANY. ALL MAIN LINE AND AUXILIARY VALVES (4" TO AND INCLUDING 12") SHALL BE RESILIENT WEDGE GATE VALVES. 8. ALL WATER MAINS SHALL HAVE 4.5 FEET OF COVER UNLESS OTHERWISE INDICATED ON THE PLANS. COVER LESS THAN OR 1N EXCESS OF 4 FEET SHALL BE ALLOWED ONLY AS INDICATED ON THE PLANS OR APPROVED BY. THE ENGINEER. WATER MAINS. HAVING COVER LESS THAN 4 FEET SHALL BE INSULATED. 9. RECORD DRAWINGS OF ALL PUBLIC WATER FACILITIES SHALL BE SUBMITTED TO THE SOUTHEASTERN CONNECTICUT WATER AUTHORITY UPON COMPLETION OF THE WORK OR AT SUCH STAGES OF THE CONSTRUCTION AS REQUIRED BY THE ENGINEER. DRAWINGS SHALL BE IN A FORM ACCEPTABLE TO THE WATER AUTHORITY AND SHALL BE APPROVED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING ALL .INFORMATION NECESSARY TO GENERATE DRAWINGS AND PROVIDING THE ACTUAL DRAWINGS. A REDLINED PROGRESS SET OF DRAWINGS SHALL BE MAINTAINED DAILY AND BE AVAILABLE TO THE ENGINEER AT ALL TIMES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY TEMPORARY THRUST RESTRAINT THAT. MAY BE REQUIRED. 11. INTERCONNECTION WITH EXISTING UTILITY INFRASTRUCTURE MUST BE COORDINATED THROUGH THE UTILITY COMPANY. CONTRACTOR SHALL PROVIDE THE UTILITY COMPANY 48 HOURS NOTICE SANITARY SEWER COIN'STRUCTION NOTES: 1. A PRECONSTRUCTION MEETING WITH THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. 3. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY. UTILITY PERSONNEL OR AN AUTHORIZED REPRESENTATIVE MUST INSPECT AND APPROVE ALL UTILITY INSTALLATIONS PRIOR TO BACKFILLING. 4. TEST ALL GRAVITY MAINLINE SANITARY SEWER PIPES AFTER BACKFILLING AND FLUSHING. TESTING IS TO INCLUDE A SEWER LEAKAGE TEST AND PIPE DEFLECTION TEST PROVIDED IN ACCORDANCE WITH TESTING PROCEDURE AS REQUIRED BY THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY, STATE, AND/OR FEDERAL AUTHORITIES. 5. AT ALL UTILITY CROSSINGS, A MINIMUM 18" VERTICAL AND 10' HORIZONTAL SEPARATION DISTANCE SHALL BE PROVIDED UNLESS INDICATED OTHERWISE ON THE PLANS IF THE INDICATED SEPARATION CANNOT BE ACHIEVED, THE TOWN SHALL BE NOTIFIED PRIOR TO PROCEEDING. A CONCRETE CRADLE SHALL BE UTILIZED AS REQUIRED. 6. TEE AND WYE CONNECTIONS SHALL BE OF THE SAME MATERIAL AND STRENGTH AS THE SEWER LINE AND SHALL HAVE THE SAME TYPE JOINT. PVC TEES AND WYES PROVIDED FOR FUTURE USE SHALL BE FITTED WITH FACTORY INSTALLED ALUMINUM STOPPERS. 7. RECORD DRAWINGS OF ALL PUBLIC WATER/SEWER FACILITIES SHALL BE SUBMITTED TO THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY UPON COMPLETION OF THE WORK OR AT SUCH STAGES OF THE CONSTRUCTION AS REQUIRED BY THE ENGINEER. DRAWINGS SHALL BE IN A FORM ACCEPTABLE TO THE DEPARTMENT AND SHALL BE APPROVED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING ALL INFORMATION NECESSARY TO GENERATE DRAWINGS AND PROVIDING THE ACTUAL DRAWINGS. A REDLINED PROGRESS SET OF DRAWINGS SHALL BE MAINTAINED DAILY AND BE AVAILABLE TO THE ENGINEER AT ALL TIMES. 8. INTERCONNECTION WITH EXISTING UTILITY INFRASTRUCTURE MUST BE COORDINATED THROUGH THE UTILITY COMPANY. CONTRACTOR IS TO PROVIDE THE UTILITY COMPANY 48 HOURS NOTICE. SCALE: As Noted DATE: November 2016 JOB I.D. NO. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, S, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval T .. t 4 f i.:" s N SCALE: As Noted DATE: November 2016 JOB I.D. NO. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, S, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval T .. ON Z Lr) 4Ms W Q vV1 I ; Gi W J .tin WF `vr2-1 N/F G z Kyle Andrews & Christy Andrews J m g 448 Old Colchester Road ` N/F E+an a ' Volume 553 Page 208 Kenneth R. Wilcox & M 10MarciaL. Wilcox M o T E # ui 442 Old Colchester Road J t- Drill Iron Volume 288 Page 614 Drill Hole ` \ Pipe Hole Rec S54.43'58"W Rec S58`33'13'Y 331.68' \ , 1' S58'21'15"1N7!4/7 I i S5T37'27"W l , o Rec I i S58.00 46"W 296.35 ® WF i / ' 643.63' 114.67 \ WF 28 ' 69.80 o w ter, 544.15'12"E l f 2_5 \ \ ' o `3 __ _ •` 20.21' \ \ \ \ \ \ t J f 823'40'47"E John R. McUOwn & WF \ ( l / \ \ \ Lisa A. Mc+Q uown . 24.92 \ \ \ ' \ ' ( / / f ! ( f , \ \ \ \ 4.38 Old Colchecter Road S29 52 33 E i f Limits of Inland Wetlands \ 25 \ \ \ ! I I ` \ \ \ \ 4: Volume 161 Page 835 / 35.9l'-,,\ a '• Per Field Delineation By \ \ \ \ \ \ \ Demean Sorrentino, C.S.S., k ' ' ` I ( I I \ \ ` \ \ \ — N25'29'37"W WF on July 22, 2016 \ ` , III \ \ \ \ ` \ \ \ ` e ` ,._ _ __ _ ` ' - 2 1 54.43 o 2--10 \ i i I \ , Rebar --` -' ss5•s''12vy \ -, l Rec ^ '\'\ 317.27 X20 1= N51*38, i ,t \ 53.69 S32 49 02 E \ \ \ ` f ( WF ' , , \ \ \ \ ` ` / /- \` T ; _ _ \ S82 52 49 "W 16.43 \ \ ® \ , r I I 20 \ , \ \ \ \ \ \ \ \ \ — , — — / \ 7.28' o - \ I WF \ Q> , t , \ \ \ \ \ \ \ \ \ \\ / // - / ` - - ! , \ _ N49'4632"W W Rebar—, \ \ I 2 75 , o , , \ \ \ \ \ \ \ \ _ / ' — - - ` 310 Holl ei ; ole \ \ \ \ J/' _ \ o" 1.0.26' Rec \ ' I 1< `.: Reg —Rec ` r - C ' • r S8315 30V Regulated 21.21' Limits of Inland Wetlands 1I \ Area \ \\ \\ \\ — \ \ \ \• \ ~ \ \ \ / / \ - N/F / '" . z _,. ' Per Reference Map#1 ;. \ \ \ \ / / - \ - ___. .-:>,. --, / ~l , Ub ect arcel \ - N59 29 05 rYS & S Farms LLC \ 'I-, 1 Dug , 386 Old Colchester Road r ' ` NOTE: \ \ \ \ \ Area -1,165,230± S.F. r — -- \ (' _- WeII 30nT o 53.36 Drill - - Volume 606 Page 839 827 44 O$ E Y11F ' I `UPLAND AREA AVAILABLE FOR \ \ \ ` \ \ \ 26.75± Acres \ \ - / i _ IWC -' Hole' T r Limits of Intermittent Watercourse 67.60 I \ \ \ \ \ \ \ \ / --` Per Field Delineation By Demiania1 -- 3-4 PASSIVE RECREATION l \ WF \ `\ \ \ \ \ \ \ \ \` \ \ \'\ / / / ` Sprrng_- Ree Sorrentino, C.S.S., on I I \ \ (s.5f ACRES) 1 /' . 15 \ \ \ \ \ \ \ \ '\ J Tray - - - - April 19, 2017 S25 40 45 E \ \ \ \ \ / / / 9 IWC - Drill / c o .... ,. , 1 \ / \ \ \ \ \ \ / w 11 290_loiel- N4T47 )4"W54.16 Wl '` \ \ ( - \ \\ \ \ \ \ \ \ \ \ \ ---- ----NOTE; / _- -- — — / - - % , Rec - 5 85.97' L ARD 1E7 t AREQ , E. Iwc 28.98 _\ l i 1 / / S26 00 22 E \ 280 52.95 t \ ,` 42.76 'e N40 39 53'Y S39 04 29 E r _ i ( I / . C7 l / / \ \ \ ,\ \ \ \ \ \ \ \ \ -' / — / `// / / ' / - / --- -____ — —Hole25.22 / Cross Hatched Area Denotes / o I _ _ \ i _ — _ - - / / / Rec250 -\ \ \ \ \ \ \ \ \ / — / - c i / i -- - N ! Drill \ \ \ \ \ -,-_: The Approximate Limits of l ! CL&P Right of Way ( t Hole / \ \\ \ \ \ \ \ - / / _ j / / / `" I Rec \ \ \ \---- 270Rebor , \ \ \ / l \ i / loRec . --\ -- i \ 18.80 - Drill Hole WFN55'44 250 E 0E363.14/ / / WF \ \ \ / -- ___ ' o 0'36"E 257.39 ,-1 \ S55.55 57 E 2-25 5 \ \ \ \ \ — / Drill Hole ` N55-0_ I Rec / - ____ --, /-- 33.79' " // / / , 10.83 / \\ \ \ \ \ \\ \\ \\ may _ -.-_ \ / j---_ / \ 0 578.51 '03"E - — \ \ / \ / / - — — (D 52.61 - \ \ \ \ _. — — \ % _ } - k 0N855238E 14.38 ` \ o XDa\ \ ` \ \ \ \ \ ` / r` Or S63'32' 17"E _ Rebar „ o \ -- / / / / L ----_ Vi N6129 31 E 195510.69'.34 Q - N60'31 52 E 148.03' ____ N39°23'08 "E / WF \ \ \ \ \ \ / ~- Z. Hole , -- - - / - 260 N37*429.82 \ \ \ \ \ \c \/ - / `9 — 18.54' 26 "W Srn 18.54 12.81 \s / / — — Wv CLWF \ N2. 81 ' 39 "E -_ __ - i - t DrillF / / — 50 \ Hole51.49 \ \?per 0 ' WF Re crlated , \ Rec 0- — - / / f 10B _ — 151.26 \ f sc pedArea _ ® N55'02'40"E Rebar ^. f / v" 7U) rill N57 09 E 164.94 - \ Rec o N54a25'58"E 311.-72 — — —Q— -Hole Drill — -_ -0- Rec` N58*2632 " Hole / 4 20.43Rec GRAPHIC SCALEN'F Q Limits of Inland- Wetlands Perx Vv, Field Delineation By Demian \ / 160 so 4e o so S & s Fgrr>rts LLC Sorrentino, C.S.S., on 386 Old Colchester Road April 19, 2017 ! \ \ / / wall Drainage Channel Volume 606 Page 839 x IN FEET ( j / Cross Hatched Portion 1 inch = 80 ft. vi Denotes The Limits Of AI / Sanitary Sewer Easement Ir RD '' I t V Favor Of The Montville Water Pollution Authority S H wv \l / N/F 2 6. ' l , Jensen's Inc. f / / "Laurel Heights„ Old Colchester Road Vol. 66 Pg. 35 SURVEYNOTES:LEGEN ABBREVIATIONSMA • 1. JENSEN'S INC. LAUREL HEIGHTS AND HILLCREST COMMUNITIES,. OLD COLCHESTER 1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF ROAD, HILLCREST DRIVE, AND RAINBOW DRIVE, UNcasvILLE CONNECTicuT. PROPOSED CONNECTICUT STATE AGENCIES SECTIONS 20-3005-1 THROUGH 2O -300b-20 AND THE MORE OR LESS TREELINE SANITARY SEWER EASEMENT, SCALE. 10--40'., MARCH 2016, BOUNDARIES, L.L.C. "STANDARDS FOR SURVEYS AND MAPS 1N THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. ON SEPTEMBER 26TH, ANGLE POINT 1996. IT IS A "RESURVEY AND TOPOGRAPHIC SURVEY AND CONFORMS TO HORIZONTALWVWATER .VALVE 2. TOPOGRAPHIC &EXISTING CONDITIONS SURVEY, PROPOSED HOUSING -ZONE DISTRICT 120, IRON PIN JENSEN'S INC., OLD COLCHESTER ROAD, MONTVILLE, CONNECTICUT, CONCEPTUAL PLAN OF CLASS "A-2" AND TOPOGRAPHIC CLASS "T -3/T-2" ACCURACY STANDARDS. WF # 1 WETLAND FLAG DEVELOPMENT, SCALE: 1"_-100', DATED: 8/7/06, PREPARED ' BY: GLA ENGINEERS, INC. 2. BEARINGS. AND NORTH ORIENTATION. DEPICTED HEREON ARE COORDINATE GRID NORTH W.O.G. WIRE ON GROUND ® DRILL HOLE 3. PROPERTY SURVEY PREPARED FOR BRIAN MILLER, PROPERTY OF SOLOMON PER . REFERENCE MAP #3. Th UTILITY POLE AND LILLIAN MILLER, 386 OLD COLCHESTER ROAD, UNCASVILLE CONNECTICUT, CONC CONCRETE SCALE: 1`200'' MARCH 2005, BOUNDARIES, L.L.C., JEWETT CITY, CONNECTICUT, 3. TOPOGRAPHIC INFORMATION IS DERIVED FROM REFERENCE MAP #1. PHOTOGRAMMETRY UTILITY POLE WITH LIGHT GERALD J. STEFON, L.S. FLIGHT DATE APRIL 30, 1999 AND FURTHER SUPPLEMENTED BY ADDITIONAL FIELD MON MONUMENT SURVEY PERFORMED BY, BOUNDARIES, LLC. REC RECOVERED GUY WIRE 4, SUBDIVISION PLAN PREPARED FOR DONALD JUDGE, OLD COLCHESTER RD., MONTVILLE, CONN., DATE 9/82, SCALE. 1 "=50', JOB NO. 82-99, LAST REVISED 10/25/82, SHEET 1 AND 2 4. FOR THE SUBJECT PROPERTY REFERENCE IS MADE FOLLOWING DEED ON FILE-- 1N THE l ®l CATCH BASIN OF 2. TOWNE ENGINEERING, SOUTH WINDHAM, CONNECTICUT. MONTVILLE TOWN HALL: VOLUME 322 PAGE 924 EVS EVERSOURCE _ J S SANITARY SEWER MANHOLE 5. LOCATION OF RIGHT OF WAY OF THE CONNECTICUT LIGHT AND POWER COMPANY ACROSS 5. SUBSURFACE AND. ENVIRONMENTAL CONDITIONS OTHER THAN WETLAND DELINEATIONSCL&P CONNECTICUT LIGHT AND POWER i THE PROPERTY OF BENJAMIN TAUBER AND OTHERS, TOWN OF MONTVILLE, COUNTY OF WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. N/F NOW OR FORMERLY SIGN NEW LONDON, STATE OF CONNECTICUT, SCALE 1 "=200', .MAY 1953,.SHEETS 1 AND 2 OF 2. . 6. THE CONNECTICUT LIGHT AND POWER COMPANY, DISTRICT: GENERAL, TOWNS: WATERFORD 6. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON THE 320— EXISTING CONTOUR WETLAND FLAG AND MONTVILLE, JOB: MILLSTONE POINT LINE (#0-51-280), TITLE: SURVEY PLAN FROM LOCATION Ol=' ABOVEGROUND STRUCTURES AND .RECORD DRAWINGS PROVIDED TO THE STA. 375+00 (300' -NORTH OF COHANZIE RD.) TO STA. 472+00 (HUNTS BROOK JCT.), SURVEYOR. LOCATIONS OF UNDERGROUND _UTILITIES MAY VARY FROM LOCATIONS SHOWN c 000 STONE WALL SCALE: 1 =200 , 17445-F, DATE:- 4/22/74, DWG. N0. 17445-F. HEREON. ADDITIONAL BURIED UTILITIES STRUCTURES .MAY BE ENCOUNTERED. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS AND 7. THE CONNECTICUT LIGHT AND POWER COMPANY, DISTRICT: GENERAL, TOWN: MONTVILLE, CONTACT "CALL BEFORE YOU DIG" AT LEAST 48 HOURS PRIOR TO ANY EARTHWORK JOB: WIDEN MONTVILLE-MERIDEN (#0-51-209A), TITLE: SURVEY PLAN FROM STA. 90+00 OPERATIONS. 1,450' WEST OF MOXLEY ROAD) TO STA, 167+00 (1,366' EAST OF HUNSBROOK JCT.), SCALE: 1"-200', NO. 17294-2, DATE: 4/11/74, DWG. NO. 17294-2. 8. SITE DEVELOPMENT PLAN LAUREL HEIGHTS, ZONING DISTRICT R40 - PREPARED FOR, JENSEN'S, INC., RAINBOW DRIVE & HIGH RIDGE CIRCLE, MONTVILLE, CONNECTICUT, BOUNDARY, DATE: 8/3/98, SHEET 1 OF 5, CHANDLER, PALMER & KING, 110 BROADWAY, NORWICH, CT. 2616 BOUNDARIES LLC THIS DRAWING Is THE PROPERTYOFBOUNDARIES LLCANDHASBEEN SPECIFICALLY 9. PROPERTY SURVEY PREPARED FOR JENSEN'S INC., OLD COLCHESTER RD., MONTVILLE, PREPARED FOR THE OWNER OF THIS PROJECT, ATTHIS SITE, AND IS NOTTO BE CONNECTICUT, DATE 3/14/99, SCALE. 1'=100', CHANDLERj PALMER & KING, DUPLICATED OR USEDIN PARTOR WHOLE FORANYOTHER PURPOSE, PROJECT, LOCATION 110 BROADWAY, NORWICH, CT. OR OWNER WITHOUT THEEXPRESSED WRITTEN CONSENT OFBOUNDARIESLLC. SCALE: 01aMM4111 DATE: November 2016 JOB I.D. NO. 14-2320-2 Revisions Rev May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017,.Per Planning and Zoning Conditions of Approval SHEET 214 x f 45.4 1 ' 69.80' 68.34 " 132.56' 132.56' 148.00' 126.96' 93.47' 74.31rn N R t DECKDECK / l 9 r ' RESIDENCE N/F o RESIDENCE GAR John R. McQuo 1 o ° RESIDENCE RESIDENCE , t6' Lisa A. McQuok t tt GAR ` 48 8: ` / // a, 4311 ofd Colchecter Rot 6cP o' -' R=.40.00' a ` U / L=31.59' . 2' - R=199.00 GAR / / OPR / Volume t6t Page s35 4? L-111.92' '6' ' S4' / GAR R=25.00' R=25.00' 3 J ^ 24' % L=24.60' - ':7 A99. 1? - 1199 p / RESIDENCEL-24.60 R%10 9g R=25.00 2, O L=39.25' GAR `n F151 `So_ g 2 111. Ofl, ,00. 2¢. R 86 7ss 66' l / RESIDENCE _ 65 \ 4 s RESIDENCE GAR 39'_ oss, ! GAR PROPERTY L/N , UP OPR GAR RESIDENCE 44 / r 102.29' (SEE SHEET E CL&P 2688 h OPR i 2j 2686s RESIDENCE \ r ti / gyp\\ ` EVSi _ , cAR "' sr ti 77 ' 688R-25.00 DECK 9 / l / / o / L=39.29' ` / r . %p, l 9 oo, 22 2 F141 DECK ; ///' ' '/ > ------ 0 291 F431 RESIDENCEF361r- 5 • \oo, GAR1 `sr6, l 90 , / GAR r OPR o 0 ; 8 0 / OPR0 RESIDENCE GAR f ' / A® o® o / 2 OPR \ ` / 'Q390 RESIDENCE S ta 0 n42 ' OPR/ 5 P aL aGAR RESIDENCE RESIDENCE GART0 ' / gr3--51s 03' Q as / , / p, 12 Co / 6.96 \ , lir- t 116,0 \ ?¢ oo- COP 28 Q / , GAR C\222 41 EVS 2 / 9 s 3 026892GAR S / 13 - X93' ' f / 7560 ` f RESIDENCE 3 4 " o HCCAR ` 2689 h S DECK Du RESIDENCE - / '' ll 2° / 3 Well GAR 6 a / GAR ? RESIDENCE r OPR . ` / 33 ",3 is - RESIDENCE OPR\Cop 4 wo / 12.25 11 RESIDENCE \ 2 m 271 o o 0 \ 6, 'a GAR ----- GAR o, 12/ ti ? __-_-- y 12 / Trarl152.68 OPR RESIDENCE / ' DugOPR RESIDENCE 2 GAR N RESIDENCE\ 51 GAR z 3 2 N GAS EVS 9 1` c o t o 2690 moo ` 0 / , / OPR , i ,, n cp \ . moi / ` ® 19 RESIDENCE _ n o_ 12 2 / 13.67 y` tt OPR p GARo_ o ,5 Cts ( z z T 1 12/ \ / RESIDENCE RESIDENCE / OPR ` / _---_-__ __J a; 147.50 - ` c IDENCEGARRESoo OPR a / / / • 183.91 ' 24 ' Cop 0 / / / --" GAR o o- 2 / 13.10 E ` 24' o w do 25 / s / 5E P / GAR 66, Co o / F311 38 o / a o t co RESIDENCE GARo0, / \ OPR RESIDENCE V - 83.20 lo t CUP1-0 / L - - - 54' 11 OD' 2691 66 \3' v 77.47 RESIDENCE , GAR / 80.00' 80.00' 80. v N O 2691 RESIDENCE OPR 24OPR o ` sw 7. g / x 2 54G4R' RESIDENCEOPRI ! ,z 1 }cam. Nsoon w/ GAR ` / / ) t l co - r GAR l o Lease Parcel Area Table Parcel # SF Parcel # SF 1 12069 24 10000 2 12159 25 10000 3 10245 26 10000 4 10436 27 10000 5 10238 28 10000 6 12938 29 10026 7 15253 30 12768 8 13715 31 16703 9 10007 32 13310 10 10000 34 16184 11 10000 35 12936 12 10000 36 10741 13 10000 37 11148 14 10000 38 11799 15 10608 39 11580 16 15290 40 20741 17 10429 41 17296 18 10000 42 10026 19 10895 43 18644 20 110206 44 14720 21 10000 45 11754 22 10000 46 10810 23 10105 R - ` oo \ `poo_ / 6' ' DECK 54 I "' ; cr RESIDENCE 1,,00, oo- GAR ! o v RESIDENCE "o - -- rn o RESIDENCE DECK' l o0 24 RESIDENCE wooi ES DENCE o N V GAR 1 7L600 - - - R ` N tDEC GAR 24RESIDENCE24' .- - RESIDENCE /' t - - - R=30.00 GAR N GAR I a - - RESIDENCE 2 0 POR 9F231 L -9.10' 9 ' 0 \ -_ 27 ' _- 1PORI24' R=978.00' 18 L=5.23, 75.87' R=25.00' R=25.00 , o .00wGAR69R=178mss, 2 ' I' L=39.71' L=40.72' [19] 74.77 L=8.36 F2--21 21 6.61 o R==978.00' 71.65'80.00' R=978.00' L L=29.12 = 67.87' 69.28 R= 30.00' RESIDENCE / R, 20000, 27.33' 53.31' L=10.72' MILLWOOD DRIVEcr `DECK L,8 0- R"1000.00' 00, L= R=200.00' ' - 65' 7 I - 57.98 ` aZ180.00' 44.98' R=1000.00' R=1000.00' L-80.00 [ 21L-22.48' , =1L-35.10 1 GAR fit GAR I I [ 51 141 F31 POR) vz PDR i ,z I ,z vz I GAR ' N RESIDENCERESIDENCE o- GARNN - GARd m GAR GAR RESIDENCE ' I I t w o I f j t DECK t cr cn OPR cn s I RESIDENCE RESIDENCE ti N RESIDENCE- OPR r ' `o RESIDENCE m tOPROPR i i I o _ I L- 1 0 I 18.54 20.43 a p 63. 17J I p 88.94' 61.00' 29.14 53.67 0 90.92' 80.23' PROPERTY LINE0 , 43,64' 111.92 0 (SEE SHEET 2) X 0 0 n 2 SCALE : DATE: November 2016 JOB I.D. NO. 14-2320-2 7 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: lune 20, 2017, Per Town Staff/Tow Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval 4 SHEET NO., 0 2` 4, Ir- li-- U a r r® U Ln U 0 E DU0. a 0 a M E0 0 LL 0 Of 0 U cid JQD SCALE : DATE: November 2016 JOB I.D. NO. 14-2320-2 7 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: lune 20, 2017, Per Town Staff/Tow Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval 4 SHEET NO., 0 2` 4, I I 1I N N N PJ co ? 1 1 e e PROPOSED RETAINING ' \ WALL WITH SAFETY FENCE (SEE DETAIL) 1 1 11 ' I I 1 1 1 1 1 1 1 1 1 1 \ 1 1 opo FF:302.2 EL:297.0 FF:298.2 ti / 290 FF. -2 2,016 BOUNDARIES LLC THIS_nRAWING IS THE PROPERTY OFBOUNDARIES LLCAND HASBEEN SPECIFICALLY AM PRERr9REDFOR THE OWNER OF THISPROJECT, AT THIS SITE, AND ISNOT TO BE DUPJCATED OR USED IN PARTOR WHOLE FORANYOTHERPURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. 4 PROPOSED RETAINING WALL WITH SAFETY FENCE (SEE DETAILS) Millwood Road Driveway WF JM ° WF ° DrivewayYDrivewaY AR I Garage i Proposed j Residence AR eGaragI / Garage Garage \ _ \ A i AR / SCALE: Proposed1if 3Residenceli/ AR \ I AR _ _ _ — — — — I i DATE: sV- Proposed / j \ Residence Residence / r 1 Spring AR November 2016I/ % i \ , AR t// AR JOB I.D. NO. 14-2320-2 DN n RevISIOiiS ail • y DN qI CD Rev. May 9, 2017, Add Wetlands, Reviseo r DNl Grading Lots 1, 2, 5, 39 & 40 and Add J I Cutoff Trench Rev: June 9 2017 Per Town Staff Town J Engineer Comments Rev: June 20, 2017, Per Town Staff/Town, Engineer Comments LANDSCAPE SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME AR Thuja Plicata Green Giant Western Arborvitae JM Acer Palmatum Japanese Maple DN Physocarpus Opulifolius Diablo Ninebark WF Weigela Florida 'Red Prince' Red Prince Weigela 111 as 0 0 i Millwood Road Driveway WF JM ° WF ° DrivewayYDrivewaY AR I Garage i Proposed j Residence AR e GaragI / Garage Garage \ _ \ A i AR / SCALE: Proposed1if 3Residenceli/ AR \ I AR _ _ _ — — — — I i DATE: sV- Proposed / j \ Residence Residence / r 1 Spring AR November 2016I/ % i \ , AR t// AR JOB I.D. NO. 14-2320-2 DN n RevISIOiiS ail • y DN qI CD Rev. May 9, 2017, Add Wetlands, Reviseo r DNl Grading Lots 1, 2, 5, 39 & 40 and Add J I Cutoff Trench Rev: June 9 2017 Per Town Staff Town J Engineer Comments Rev: June 20, 2017, Per Town Staff/Town, Engineer Comments LANDSCAPE SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME AR Thuja Plicata Green Giant Western Arborvitae JM Acer Palmatum Japanese Maple DN Physocarpus Opulifolius Diablo Ninebark WF Weigela Florida 'Red Prince' Red Prince Weigela Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SHEET NO. Al PROV0 .( FOR IE 4 -1, -1 DOWN( i I I TOBE LOI i r rb-c n. MO WATER BOTTOM i BOTTOM LE SIDE SIr \ / 258 LEVEL SPR BOTTOM OF o 26 _ 115 201650UNDARIES LLC THIS DRAT'/JWO IS THEPROPERTY OF BOUNDARIES LLCAND HAS BEEN SPECIFICALLY PREPAREV, OR THE OWNER OF THISPROJECT, ATTHIS SITE, ANDISNOT TO BE DUPLICATED OR USED INPARTOR WHOLE FORANY OTHERPURPOSE, PROJECT LOCATION OR OWNci? WITHOUT THE EXPRESSED WRITTEN CONSENTOF BOUNDARIES. LLC. o+Uv 1111 266 Rainbo\N a _ 268 r D 270 1 1 288 284 280 276 272 268 264 260 256 252 248 i nnninnr r#vr &Amur-ir-n nin MAY1 PVI STA = 1+50.00 PVI ELEV = 263.20 A.D. = 0.07 K = 20.81 150.00' VC LOW PT. STA: 1+27.02 LOW PT ELEV: 264.42 z GRAPHIC SCALE PVI STA = 3+25.00 80 40 20 0 40PV1ELEV = 271.44 A.D. _ -0.06 K = 17.41 s 100.00' VC IN FEET ON HIGH PT. STA: 3+56.99 1 inch = 40 ft. HIGH PT ELEV: 271.02 PVI STA = 5+90.00 PVI ELEV = 268.70 A.D. = 0.08 K = 32.36 260.00' VC LOW PT STA: 4+93.46 LOW PT ELEV: 269.87 258- 260 PDMH 4 TF•268.39 INV IN: 259.70 (24" HDPE)` INV OUT 259.60 (24" HDPE) 01114404 K eF 1VTltvlj 10 vo ai Or 10 HUI-t c S=0.069 276 i1\ L) k 4 5 " '00 M V 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Prome Pror)osedDrivu'"'k aU U CCa U. ca rL a aa® t!1 t° K= c cz0EajD C 001= tJ 0 E N - N u 0 0 0 0 v PDMH v W M r -i 0 STA -7+11.04 OFF.--8.42L- U-3 TF.•277.06 N INV K272.90 15a HDPE INV OUT:272.80 15 HDPE PSMHN N civ r 14*1);; j v a m m STA:6+94:67 OFF:20.13E PVI STA = 0+42.00-+ o m- m TF.•276.12_ PVI ELEV = 265.90 N v U INV IN:267.50 8" PVC A.D. _ -0.04 cli W 4i INV OUT:267.40 8" PVC K = 13.62 57.52 VC HIGH PT. STA: 0+36.72 PROPOSED GRADE HIGH PT ELEV. 265.61 Existing Grade L6a R 1.03% Q O N O N til 6i PROPOSED 4" o - L DI WATER MAIN f° JTB e T -' ___r 15'D HDPE 15"D HDPE - 1 41pcF I3T6 -i.72%- 18"D 8,,S pqGHDPE PVC yDPE 24"D HDPE- DPFPVCPVC PSMH STA:3+05.00 OFF.O.00R- TF:270.24 g"S PVC INV IN:261.20 8" PVC PCB FOOTING DRAIN INSPECTION MANHOLE INV lr1:262.77 a" PVC INV IN: 261.20 8" DROP STA:6+51.48 OFF: -11.00L Tri273.3iPCB (11) STA -1+19.07 OFF:21.678 INV OUT.261.10 8'' PVC STA4+93.42 OFF: I I.00R INV, IN:260.70 24" HDPE PSMH STA:0+23.00 OFi :0.00 TF:265.56 INV IN:256.00 8" PVC TF,•265.75 INV OUT.•258.50 6" PVC TF269.45 INV OUT:264.50 15" HDPE- I I PCB (11) STA:4+95.40 OFF: -11.00E INV IN:266.30 15" HDPE INV OUT:260.60 24" HDPE PDMH STA:3+54.39 OFF.•28.49E PSMH STA:5+85.10 OFF -2.89R INv OUT -255.90 a PVC TF." HDPE-- INV /N:266.40 18" HDPE TF." HOPEINVIN:264.10 15" HDPE PDMH STA:5+62.53 OFF: -8.50L TF:•271.10 INV IN:264.10 8" PVC INV OUT -266.30 18" HDPE INV IN:264.20 18" HDPE INV11V:261.80 TF:270.41 24 HDPE INV OUT:264.00 8" PVC INV OUT:262.80 24" HDPE - PCB INV IN'266.50 15 HDPE -STA:15+40.65 OFF.' -256.36L INV OUT.•261.70.24" HDPE TF.•271.32 INV OUT:267.30 15" HOPE O u to o O M O NQO m co co O W 00 O N D Co" rn eto to oo t.ot f C O O Di r O co j M p 0D - C ) 0 0 ON 1^ N( 0 6nrtN o N p. N NN N N N N N C4 C4 N NN N N N N N N N N N N N NO N N N N N Nop N N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Prome Pror)osedDrivu'"'k Horizontal Scale; 1 " =40' Verticol Scale: 1 " = 4' 6+00 6+50 7+00 260 256 252 248 7+50 SCALE: 1" = 40' DATE: November 2016 JOB I.D. N0. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017,.PerTown Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval K 10SHEET aU U CCa U. rL a aa® t!1 t° K= c cz0EajD C 001= tJ 0 E o V) u 0 0 0 0 C W M r -i 0 SCALE: 1" = 40' DATE: November 2016 JOB I.D. N0. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017,.PerTown Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval K 10SHEET 292 288 284 280 276 272 264 260 256 252 BRG=S53'35'17V ` ,// `-MillwoodDrive / PDIvJH `srA 12+23llwoorive FOR CONTINUATION j ,( 8.4' L) SEE SHEET #7 FOR CONTINUATION #6 j, SEE SHEET #8 15+00 l \ 83' of 18" HDPE / S=0.017 \// -25.% PCB STA 24+80 x Fo00c/ 11.0' L `ti \ C' PROVIDE STOP SIGN AND i f r# I® PAINTED STOP BAR (SEE .DETAIL) / _ ! ; ` ..,. 19 of 1 D" HDPE 0.022, 7`l % / / / A PROVIDE STOP SIGN AND PCB STA 15+70 r / O _ <' / o PAINTED STOP BAR (SEE DETAIL) 11,0' L) 986 , \ WITH 4' SUMP AND SNOUT)(-------. 7 is 41 ' of 15" HDPEPCBSTA15+70 - - 11.0' R) , / / / ' / 300 / s=0.022 PCB STA 24+80 \ 19 of 15 HDPE S=0.018 2g0 (;-- j mrd , R= 188.00' . L=234 70 IAN= 135.41 TP - A- _ 713142 \ 8 CHD-219 75 88' of 15" HDPE o,,. `' / / I % CH BRG=S63'06' 14 "W I ` / \ S=0.049 / O% 's. ' / R=145.00' 0 L=166.45' TP TAN=93.75' - , +10TAN93.75 ,{ M 10 9 /, A=65'46'14 . / / / PCB STA 23+ 90 CHD=157.46'11 0' R)- HBG=N66'51'02"W + + / c:i` i G ' Poi CB STA 20+33 11.1' L) E/T/C, 27 of 15 HDPE 03 IE 2 oo PCB STA 17+90 /vvp , Y( ` 11.0' L) / f 15 Np )O+o PDMH STA 17+57 / / c /i, 5;0.05 '- '® -== ®- 193' of 6" PVC 8.7' L) o / of ls" Ho E ,- - , ° LP _ ,a S=0.030 a \ SpG7 p£= / _ . 19 of 15 HDPE s O E r/c_\' . r S=0.018 / R=450.00' 220'± CURTAIN DRAIN / 3 PCB STA 20+32 L=146.11 ' (BACK OF CURB) R / \ 1 g -E 4 `' ( 11.0) TAN --73.71 / A=18'36'14# CHD=145.47' LEDGE BOULDER 1 / / CH BRG=S89'33'58 "WPDMHSTA18+71 0 ! / iIENCOUNTEREDAT307.4 L oaf PCB STA 17+89 i i j / FOOTING DRAIN INSPECTION MANHOLE STA 22+15 i' a 10.9' R / 18 of 15 HDPE 240'± CURTAIN DRAIN ' / ' pa}ol ( ) S=0.018 / (45.2 R) BACK OF CURB) ; / / s ®. --.-- -- INSPECTION MANHOLE STA 18+67 l , ` j / ' - / / - - PROVIDE FOOTING DRAIN OUTLET29of6PVC DC (24.3 R) l S=0.025 l / ` / = PIPE (TYP FOR EACH UNIT) yI , j / a GRAPHIC SCALE ao 40 20 0 40 IN PVt STA = 15+62.42 _ PVI STA = 19+25.00 {E) PV1 STA = 22+50.00 PV1 STA = 24+54.51 PVI ELEV ='270.86 PVI ELEV = 302.50 1 inch = 40 ft. PVI ELEV = 323.70 PV/ ELEV = 303.08 A.D. = 0.08 A.D. --0.02 A.D. _ -0.17 A.D. = 0.08 K=5.36 K= 68.06 K= 12.05 K=5.97 43.15' VC , 150.00' VC 200.00' VC 50.00' VC Ono _- z10 4?') 77f2 - HIGH PT. STA: 22+28.57 HIGH PT ELEV. 319.74 14+50 15+00 15+50 2016 BOUNDARIES LLC AM THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWnER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 20+75 21+00 21+50 22+00 rofi I ProposedHh-whiand Ln t U 0 E cO long= E0U 0 0 i 288 308 308 324 15"0 HDPE-, 6i v PROPOSED GRADE = - 1m m PROPOSED GRADE N rn PROPOSED GRADE N loo n I I 284 304 v U 04304- 320roocV o N m aD i N W v i PDMH SIA: 17+5 OFF: -8.68L TF.-287.64__- ExistingGrade. i _ _ ` _ _ _ I tq I v,' w© N L6 M N Ui 280 300 INV IN.283.64 15" HDPE , INV OUT:283.22 95 HDPE- I DIWATERPROPOSEDR MAIN Q 4 300 316 DR'W ER MAIN N'\\ 04 m cii o U I PROPOSED 4" DI WATER MAIN - PCB G STA -20+32.5656 OFF. -11.05L- S P TF:309.14 INV OUT -305.50 15 HDPE I `,, Existing Grade Existing Grade r/- Q INV 1 -306.000 15" HDPE 276--296 PCB 296--1312 Q STA:20+32.13 OFF. 11 G' I fi TF -309.07 i'• INV IN:305.60 15 HDPE FOOTING DRAIN INSPECTION MANHOLEr, STA:22+ 14.92 OFF: 45.198 Q TF.•318.63 272 1292 PSMH STA:20+44.97 OFF -0.02L TF.310.33 292 INV OUT.•310.00 r PSMH 6" HDPE PSMH STA:22+65.42 033:4.878 TF:319, 06COQ ti 8- INV IN:303.52 8" STA:21 +50.00 0.310.00 INV OUT. -312.20 8" PVC1PVC INV QUT:303.42 8 PVC TF:317.18 _ INV OUT:31.3.35 8" PVC 18 p NAPE I 268 8 I PDMH STA:18+71.19 OFF.• -7.39L 88 - 288--304- 304 15 D HDPElo15 Q TF:297.60 1 71 40" 24 15 D HDPE INV IN:293.40 15" HDPE INV IN:293.20 6 HDPE PCB STA.23+90.00 OFF: I I.00R - S _ 2.2 h INV OUT -293.10 15" HDPE TF -309.17- I INV IN:304.10 6" HDPE 15"D HDPE 8„S PSG 264 284--300 INV OUT -303.35 15" HDPE i PSMH STA:18+62.38 OFF: -0.02L PSMH STA:23+96.00 OFF -5.02R nis HOpETF297.02 NV IN:291.34 8" PVC TF:308.86 INV IN:301.60 8" PVC PS& H PCB INV OUT:291.46 8-" PVC INV OUT:301.50 8" PVC A c STA 15+55.00 OFF:0.48R STA: 17+88.61 OFF.- 10.86R TF2 70.98 INV IN:264.20 8" PVC 2607-280 TF:290.56 INV OUT -287.70 15" HDPE 280 296 INV OUT:264.30 8" PVC I I I PCB PCB PCB-STA:24+79.58 OFF)1.018 STA:15+70.00 OFF: -11.00E STA:) 7+90.00 OFF.• -11.00L TF.•302.26 TF.•271.28 LTF.•290.30 INV IN -299.00 15" HDPE INV IN.268.10 15" HDPE INV IN:287.30 15" HDPE INV IN:299.00 15 HDPE INV IN:268.10 15" HDPE INV OUT.267.80 18" HDPE 256 276 INV IN:287.30 15" HDPE AA/ n1,T.13u7 e)n -IJz" UDPEPSMH 276- INV OUT -298.90 15" HDPE PCB292. PSMH I STA:24+79.51 OFF -10.99L STA:3+05.00 033.0.008 l STA: 17+84.25 OFF:3.90R TF302.42 TF:270.24 PCB ATST:.15+70.00 OFF.• -11.008 TF:290.29 _ INV IN:285.14 S" PVC INV OUT -299 .40 15" HDPE - INV IN:261.20 8" INV INV IN:262.77 8" PVC PVC INV OUT -285.045.04 8" PVC INV OUT:2I8.50 15" HDPE INV OUT.261.10 8" PVC to 252 p 272 r ry rn tt t\ O rn b, n co op O q; cy O O O N ® rnM N ,n 272-288 co N o0 ( N C a0 h , O M n c3 00 N dto o0 O00 N co O N 00 M O O O 1 t Q4p od QO L o0 N 00 O o 40 O of c0 O m 14 00 m O o 03 O ti O TO CS O N O O O K O O 0; O O R N r7N ,,.,, O 0.] O viO ._ ofO ., ofm ._ of00 ._ o0r< ._ k6 ti d N oo p O O N O Nt. N N N nN N n NN NN h NN N N Op NN DO NN O NN N N N N N N N Q1 ,,) N O t7N O O . Or O M O7 O , rry M r V.- r7 7 r7 r p,) O O ,, r7 O ,, r O p, OMCNN 14+50 15+00 15+50 2016 BOUNDARIES LLC AM THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWnER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 20+75 21+00 21+50 22+00 rofi I ProposedHh-whiand Horizontal Scale: 1 " -40' Vertical Scale: 1 " = 4' 22+50 23+00 23+50 24+00 1 24+50 328 324 320 316 312 308 304 300 296 292 288 25+00 25+50 SCALE: 111 = 4.4' DATE: November 2016 JOB I.D. NO. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: lune 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017,.Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SHEET NO. Ln t U 0 E cO long= E0U 0 0 SCALE: 111 = 4.4' DATE: November 2016 JOB I.D. NO. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: lune 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017,.Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SHEET NO. ff ` PROVIDE RIP -RAP SCOUR \ y \ PROVIDE 5X5' MODIFIED RIP --RAP HOLE (SEE DETAIL) STORMWATER SYSTEM OPERATION MAINTENANCE SPLASH PAD (SEE DETAIL) 18" HDPE FEU \ I INV IN: 244.46 (18" HDPE) , 6" PVC UNDERDRAtN DISCHARGE `` ` 47' of 18" H®PE , \ 1. THE PROPOSED STORMWATER MANAGEMENT SYSTEM INCLUDES DEEP SUMP CATCH BASINS, STORMWATER BASINS, WITH RODENT SCREEN ! S=0.073EMERGENCY OVERFLOW SPILLWAYS, AND PREFORMED RIP RAP SCOUR HOLES. PROVIDE ANTI -SEEP 1. 1. CATCH BASINS .SHALL BE INSPECTEDINV. 246.0± / ` \ AS SOON AS POSSIBLE FOLLOWING THE SNOW AND ICEANNUALLY, PROVIDE 50 LF OF 6" SOLID PVC COLLAR (SEE DETAIL) , \ REMOVAL SEASON, PREFERABLY PRIOR TO SPRING RAINFALL EVENTS. CATCH BASIN CLEANING SHOULD OCCUR UNDEROR41N DISCHARGE PIPE) ` IF SEDIMENT HAS FILLED ONE HALF OF THE TOTAL SUMP. DEPTH (/.ELESS THAN TWO FEET FROM THE INVERT S = 0.01 (MIN) OCS-2 ' OF THE OUTLET PIPE TO THE SEDIMENT DEPOSIT.) SEDIMENT SHALL BE DISPOSED OF IN ACCORDANCE WITH TF:252.50 / 1 APPLICABLE REGULATIONS. 3. INV 1N: 249.00 (]2" ORIFICE) / t 1.2. THE STORMWATER BASINS SHALL BE INSPECTED ANNUALLY FOR SIGNS OF SCOUR/EROSION AND ACCUMULATIONNVIN: 250.00 (]0" ORIFICE) r OF DEBRIS AND SEDIMENT IN THE BASIN AND AT THE OUTLET CONTROL STRUCTURE TRASH RACK. AREAS OF INV 1N: 251.00 (10" ORIFICE) / PROVIDE RIP -RAP SCOUR 1 EROSION SHALL BE REPAIRED BY LOAMING AND SEEDING OR REPLACING GRAVEL AND RIP RAP AS INV OUT: 248.00 18" HDPE cc HOLE (SEE DETAIL) APPROPRIATE. SEDIMENT AND DEBRIS SHALL BE REMOVED AND DISPOSED OF AS REQUIRED. VEGETATION ON PROVIDE 240 LF OF 6" r / PROVIDE RIP -RAP SPILLWAY (SEE DETAIL) 15" HDPE FEU THE BASIN EMBANKMENTS SHALL BE MOWED ANNUALLY AND ALL WOODY BRUSH SHALL BE REMOVED. PERFORATED PVC UNDERDR41N / ELEVATION = 252.80 INV IN: 255.76 (15" HDPE) 1.3. THE EMERGENCY OVERFLOW SPILLWAYS SHALL BE INSPECTED ANNUALLY FOR SIGNS OF SCOUR/EROSION. IF WITH 12" OF COVER AND BOTTOM WIDTH = 10 FT/ SCOUR HAS OCCURRED THE RIP RAP AND GRAVEL SHALL BE REPLACED AND THE SPILLWAY SHALL BE i / PROVIDE 5'X5' MODIFIED RIP -RAP / EVALUATED FOR POSSIBLE MODIFICATIONS TO PREVENT FUTURE EROSION. CLEANOUTS TO GRADE AT / _ SPLASH PAD (SEE DETAIL) 1.4. RIP RAP SCOUR HOLES SHALL BE INSPECTED. ANNUALLY FOR SIGNS OF SCOUR AND ACCUMULATION OF DEBRISENDS (SEE DETAIL) i / - . r 54' of 15" HDPE 6" PVC UNDERDRAIN DISCHARGE AND SEDIMENT. IF EROSIONS HAS OCCURRED THE RIP RAP AND GRAVEL SHALL BE REPLACED AND THE SCOUR HOLE SHALL BE EVALUATED FOR POSSIBLE MODIFICATIONS. TO PREVENT FUTURE EROSION. DEBRIS S=0.041 WITH RODENT SCREEN / / - 4 SHALL BE DISPOSED OF AS REQUIRED. INV: 256.0E 1.5. THE STORMWATER MANAGEMENT SYSTEM DISCHARGES SHALL BE INSPECTED ANNUALLY FOR SIGNS OF SCOUR C, -PROVIDEi / i PROVIDE 55 LF OF 6" SOLID PVC AND ACCUMULATION OF DEBRIS AND SEDIMENT IN THE SCOUR HOLE AND IN THE FABRIC OF THE STP / / UNDERDRAIN DISCHARGE PIPE SURROUNDING CHAIN LINK FENCE. IF EROSION HASOCCURREDOCCURRED THE RIP RAP AND GRAVEL SHALL BE r S = 0.01 (MIN) REPLACED AND THE SCOUR HOLE SHALL BE EVALUATED FOR POSSIBLE MODIFICATIONS TO PREVENT FUTURE 5A / i A - EROSION. DEBRIS SHALL BE DISPOSED OF AS REQUIRED. STORMWATER BASIN 3 - 1 2. STORMWATER MANAGEMENT SYSTEM. MAINTENANCE ACTIVITIES MAY BE REDUCED BY IMPLEMENTING A. STREET BOTTOM WIDTH = 20 TO 37 FT SWEEEPING PROGRAM, TO BE PERFORMED AT LEAST ANNUALLY. IMMEDIATELY FOLLOWING THE SNOW AND ICE BOTTOM LENGTH = 98 FT REMOVAL SEASON. SIDE SLOPES = 3H:1 V TOP OF EMBANKMENT WIDTH = 8 FT (MIN) 1 x TOP OF EMBANKMENT = 262.0 BOTTOM OF BASIN 258.0TF' 444A TP ago_ 248 258 TP ' '° ?S #8A 8 - PROVIDE STONE CHECK.,.... T DAM (TYP) (SEE DETAIL) 264 > a. AW lad MODIFIED RIP -RAP SPILLWAY , - / - PROVIDE ANTI -SEEP ----- -, PROVIDE RIP -RAP APRON - - --- - r / (SEE DETAIL) COLLAR (SEE DETAIL) - - - __ , Y ` ? (TYP) (SEE DETAIL) i ELEVATION = 250.0 -' - - - ` ` ` $ 262 / OCS-3 SEDIMENT FOREBAY - " SEDIMENT FOREBAY , TF: 260.50 -BOTTOM WIDTH = 9 TO 16 FT 15 HDPE FEU " BOTTOM WIDTH =_13 TO 38 FT / INV 1N: 259.00 (10" ORIFICE) BOTTOM LENGTH = 19 FT ` - ( ) INV IN: 266.00 15 HDPE BOTTOM LENGTH = 46 FT SIDE SLOPES - 3H:1 V TP SIDE SLOPES = 3H.1V _ NV OUT: 258.00 (i5 HDPE) _ - - - _ , ` \ 9 . , \ „ MODIFIED RIP -RAP SPILLWAY (SEE DETAIL) PROVIDE RIP -RAP SCOUR' ' i STORMWATER BASIN #2 - \ 2 0 # ?66 + 7 of 15 HDPE_ L -24 HDPE FEUk -- _ - " ELEVATION = 260.0 S=0.023 O o. INV IN: 252.50 (24 HDPE) HOLE SEE DETAIL BOTTOM WIDTH = 45 TO 86 FT r BOTTOM LENGTH = 100 17 i\ PROVIDE RIP -RAP SPILLWAY SEE DETAILSEELANDSCAPINGPLANSIDESLOPES3H:1 V ( ) f - FOR STORMWATER BASIN - - TOP OF EMBANKMENT WIDTH = 8 FT (MIN) ELEVATION = 260.80 ` PDMH 5 PROVIDE 15' WIDE TRAFFIC / BOTTOM WIDTH = 10 FT TF:268.81PLANTINGSANDSEED. MIXES TOP _ OF EMBANKMENT = 254.0 BOUND GRAVEL SURFACE- / - INV IN 266.30 (15'.HDPE) HDPE) PDMH 3 _ - 71 --- - /- -- - - - - - -BOTTOM OF BASIN = 248.0 PROVIDE 75 LF OF 6" - " FOR MAINTENANCE ACCESS r / TF.270,48 i j _ _ i \ / / PERFORATED PVC UNDERDRAIN ` PROPOSED WATER QUALITY .SWALE 280 \ -----INV OUT: 266.20 (15 HDPE) INV IN: 258.30 24" HDPE _ / -' w - - - WITH 12" OF. COVER AND BOTTOM WIDTH = 4 / SIDE SLOPES _ 3H:1 Y o r _ INV OUT: 258.20 24" HDPE - CLEANOUTS TO GRADE ATHDPE) \ ENDS (SEE DETAIL) PROVIDE LAND. LOK 450 PERMANENT CHANNEL STABILIZATION FABRIC co290 SEE DETAIL) 2 1 2 _292 , 736 i `L` ° 2° \ ?9p 2> PDMH 6 TF:281.04 ok INV IN: 4 276.00 (15p HDPE) 1 / 05 { PDMH 280 INV OUT: 275.90 (15" HDPE) TF.268.39 / / ,'`• / / g / INV IN: 259.70 (24" HDPE) INV OUT: 259.60 (24# HDPE) IV C14 a/ / / i ! .30' of 15" HDPE\ J' O PCB STA 7+99 i - 4 S=0 119 ` iPCB STA 10+19 PDMH STA 12+23 ` \ p I (11.0 L) / (11.0 L) p y p I (WITH 4 SUMP AND SNOUT) 217 of 15 HDPE / '' _ ° (8.4 L) _ 130 of 15 HDPE/ \ IN....I .,_ - I l ° i { E/T/ E/T/C _ _ ' 0 r `' c PDMH 7 E/ / E/T/C E/T/C E/T/C S-O.O40- - -E/T/C E/T/C /T/C E/T/C T/C E/T/C . E/T/C S='0.03 \ ATF, i 292 27 2 8+00 -- - 9+00 j 10+00 L 1 +DO _ 12+00 25+ 15.55--113+00\ \ \ '- 13+91.64`90 INV IN: 288.90 (15" HDPE) Millwood VD rive f r Op INV OUT. 288.80 (15. HDPE) 5 TF / TP t L ,'" " ri ,20' of 15" HDPE i L oft19, S==0.0225 HDPE - 7. P / % : IO. Oi6 ° r PCB STA 24+80 \ TP PCB (11) STA 13+58 rx n I, / { M PCB STA 10+29. / (11.0 L7 i r' PCB STA 7+99 - _._. -- -- } \ PROVIDE STOP SIGN AND \ (11.0 L) 11.1' R) / / 3 1,. PAINTED STOP BAR (SEE DETAIL) \ (WITH 4' SUMP AND SNOUT) 11.0 R) , / / { i 19' of 15" HDPE 022S=0.W > 9d, 41 of 15 HDPE-.., -\ S=0.022 PCB STA 24+80 \ PROVIDE FOOTING DRAIN OUTLET i PT: 24+39.86 (11.0 R) \ o PIPE (TYP FOR EACH UNIT) X. Qc 209613OUNDARIESLLC Alp THIS DRAWING IS THEPROPERTY OFBOUNDARIES LLCAND HASBEEN SPECIFICALLYMW . PREPARgD FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND ISNOT TOBE DUPLICATED ORUSED INPART OR WHOLEFORANYOTHERPURPOSE, PROJECT, LOCATION OR OWN -ER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. SCALE: 1 40' DATE: November 2016 JOB I.D. NO. 14-2320-2 R visi n Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, S, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/ Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SHEET r U U U r 0. a 0 0 C: tjj 0 W. U. 0 0 0 Ln U C L 0 j V) SCALE: 1 40' DATE: November 2016 JOB I.D. NO. 14-2320-2 R visi n Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, S, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/ Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SHEET 32" O Tree WV WV S/ n PROVIDE 4" DI 45` BEND 11 11 REMOVE BLOW OFF AND CONNECT TO EXISTING 4" WATER MAIN WITH SOLID SLEEVE COUPLING i . , \k +Iv PROVIDE NEW UTILITY POLE WITH COBRA -- " STREET LIGHT. PROVIDE DROPS TO, TRANSITION TO BURIED CONDUIT. ALL WORK TO MEET UTILITY REQUIREMENTS.I d-, I' O+Ou 3+50 4+00 4+50 MO Ui e Pro_Tlie..Proposed V 1 4- O 2016 BOUNDARIES LLC YPe 1' -40 THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE Vertical Scale: 288 284 280 276 272 268 264 260 256 252 248 D1 VD i 278 - C P GRAPHIC SCALE 80 40 20 0 40 IN FEET ) 1 inch = 40 ft. 00 2+00 2+50 3+00 3+50 4+00 4+50 5+00 e Pro_Tlie..Proposed O 2016 BOUNDARIES LLC Horizontal Scale: 1' -40 THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE Vertical Scale: I q " = . 4' DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION moo OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Ln 4_j PMH U 0 E 51) U CL n 0 0 L. 0 000 4-J 00 0 7- USTA:7+11.04 OFF: -8.42L 2 0Q) TF:277.06 INV IN:272.90 15" HDPEIMVOUT:272.80 15`' HDPE PROPOSED GRADE TYP) PDMH PCB nil STA:3+54.39 OFF. -8.49L- STA:6+51.48 OFOFF-11.00L_ TF.•273.31 INV 75:26640 18" HDPE NV IN:260.70 24" HDPE Existing Grade (Typ) INV OUT:266.30 18" HDPE PROVIDE AIR RELEASE VALVE AT LOCAL HIGH POINT INV IN:266.30 15" HDPE INV OUT:260.60 24" HDPE, zoo INSTALL WATER MAIN WITH00 4.5' OF COVER MIN) 1 Q r r OC 69 o` REMOVE EXISTING BLOW OFF AND CONNECT TO EXISTING WATER I 15"D HDPE MAIN IN ACCORDANCE WITH UTILITY OWNER REQUIREMENTS 8 TEST PIT PRIOR TO CONNECTION TO CONFIRM DEPTH) 15 D HDPE QVC S 0.03 8"S 1 r 3of j0 O D HDPEk0.010 275' of 8 S PVC S 24"p HDPE PSMH STA:5+85.10 OFF:2.89R PROVIDE 700 LF DI WATER MAIN L= TF.•271.10 023 PCB INV 15:264.10 8" PVC ps QVC S'0 PROVIDE VERTICAL DEFLECTIONS OF STA:4+93.42 OFF. -1 INV OUT:264.00 8 -PVC 5f' of I WATER MAIN AS REQUIRED TO T•269.45 MAINTAIN 18" OF CLEARANCE FROM INV OUT:264.50 15" HDPE PSMH STORM AND SEWER PIPES (TYP) STA:1 +50.00 OFF:2.81 R PSMH ' 8"S PVC 5=0.011123of TF:264.62 STA:3+05.00 OFF:O.00R PCB (!1) ST : 151+ 40.65 OFF: -256.36L I INV IN.257.50 8" PVC TF.•270.24 STA:4+95.40 OFF: -11.00LLINV TF:271.32 PSMH INV OUT -257.40 8" PVC IN: 261,20 8" PVC DROP TF.269.45_j INV OUT:267.30 15" HDPE PSMH STA:0+23.00 OFF:0.00 TF:265.56 INV IN:261:20 8" PVC INV IN:264.10 15" HDPE INV IN:262.77 8" PVC INV IN:264.20 18" HDPE STA:6+94.67 OFF. -0.13L-- 7.276.12 INV. IN:256.00 8" PVC INV OUT:261.10 8" PVC INV OUT.262.80 24" HDPE INV IN:267.50 8 PVC INV OUT:255.90 8" PVC PROVIDE I I DI TEE AND PDMH INV OUT:267.40 $ PVC STA:5+62.53 OFF. --8.50L GATE VALVES (3) TF:270.41 INV 15:261.80 24" HDPE INV IN:266.50 15" HDPE INV OUT:261.70 24" HDPE T o co 00 o , tet- o Hop cn opo ooti rnrn oO . ttpo °} N ooO N m °pyoc0 t ca u rn N oopco oN ._ rte t\ O O y. rn N o co moi- 00t cO rnw o rn O ._ d N 0 tp ui O cp LO O O N N^ ai N^ r., rodN^^ o N o ' N^ 0 0o N of of N m 7- O N^ o ^ N o C) o o^ N^ N N^ N^ N^ c N op Nt0NNNcpNNONNtpNNcpNNONNONNNNNNNNNNNNNNNNNNNNNN^ N N N N N N N N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 e Pro_Tlie..Proposed O 2016 BOUNDARIES LLC Horizontal Scale: 1' -40 THIS DRAWING IS THE PROPERTY OFBOUNDARIES LLC AND HAS BEENSPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND ISNOT TO BE Vertical Scale: I q " = . 4' DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION moo OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. t v v-rvv 288 284 280 276 272 268 264 260 256 252 248 0 rn N 6+50 7+DO 7+50 TEST. PIT RESULTS TEST PITS I THROUGH 4 WERE OBSERVED BY JENSEN'S INC. IN APRIL 2016. TP 11 EXCAVATED 9 FT GROUNDWATER AT 9 FT TP #2 EXCAVATED 4 FT TO 6 FT LEDGE AT 4 FT TO 6 FT TP J3 EXCAVATED 7 FT GROUNDWATER AT 7 FT TP 14 EXCAVATED 9 FT GROUNDWATER AT 9 FT TEST PITS 1A AND 2A WERE OBSERVED BY BOUNDARIES LLC ON SEPTEMBER 10, 2016. TP 11A 0n - 6" TOPSOIL 6" - 32" TAN SANDY LOAM WITH ROOTS 32" - 99" LIGHT TAN COMPACT MEDIUM TO COARSE SAND WITH SILT, SOME GRAVEL, AND TRACE COBBLES MOTTLING AT 347 NO GROUNDWATER, NO LEDGE TP 12A 0n - 6" TOPSOIL 6" - 30" TAN SANDY LOAM WITH ROOTS 30' - 96" LIGHT TAN COMPACT MEDIUM TO COARSE SAND AND SILT WITH SOME GRAVEL AND COBBLES MOTTLING AT 36", NO GROUNDWATER, NO LEDGE SCALE: 1" = 40' DATE: November 2016 Jag I.D. No. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, S, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval U U 0 moo Ln 4_j 0 U 0 E 51) U CL n 0 0 L. 0 000 4-J 00 0 U U 2 0Q) SCALE: 1" = 40' DATE: November 2016 Jag I.D. No. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, S, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval PSMH STA 3+05 0.0' R) (5' DIAMETER MANHOLE), XV PROVIDE 4" DI TEE AND :E x00 " o 4" GATE VALVES (3) ) , PSMH STA 15+55* R)7 PROVIDE MUELLER CORPORATION STOP (TYP EACH UNIT) (SEE DETAIL) 292 288 284 280 RI:T:A 264 260 FOR CONTINUATION j V T e PROVIDE 4' Di 22-1/2' BEND 74 ° o 10 PROVIDE 4 DI 22-1/2° BEND U -Q/ 1 C^ lb Vz FOR CONTINUATION e -PSMH STA 2+12 - SEE SHEET #12 T (0.0 L) oTESTPITRESULTSz 6 TEST PITS 8 THROUGH 10 WERE OBSERVED BY JENSEN'S INC. IN APRIL 2016. Q m s TP #8' O® S O EXCAVATED 9 FTTI%I/(J NO GROUNDWATER OR LEDGE TfO/l TP #9 EXCAVATED 4 FT TO 5 FT N - BOULDER/LEDGE AT 4 FT TO 5 FT a TP #10 310 Q EXCAVATED 6 FT w M BOULDER/LEDGE AT 6 FT C C PROVIDE 4" DI TEE AND CO 4" GATE VALVES (3) TEST PITS 1A AND 24 WERE OBSERVED BY BOUNDARIES LLC ON SEPTEMBERo 1 • / \ 10, 2016. TP # t 0A 0" _ 12" TOPSOIL o TP 12" 42" TAN SANDY LOAM WITH ROOTS i ^I- G DX ` 42" - 101" LIGHT TAN MEDIUM TO COARSE SAND WITH GRAVEL, f 1 8 TRACE .COBBLES MOTTLING AT 66'; NO GROUNDWATER, NO LEDGE HANDHOLES, RISERS, AND TRANSFORMERS TO BE INSTALLED t - - TP \ IN ACCORDANCE WITH UTILITY REQUIREMENTS (TVP) - 4 iG" \ #16 TOPSOIL PSMH STA 20+45 ELECTRICAL AND TELECOMMUNICATIONS CONDUIT 6" - 30" TAN SANDY LOAM 0• 4" 0.0PROVIDE D! ' L) l TO BE PROVIDED AND INSTALLED IN 5% 3 NO MOTTLING, NO GROUNDWATER, BOULDER/LEDGE AT JO - ACCORDANCEACCORDANCE WITH UTILITY REQUIREMENTS (TYP) 22-1/2' BEND PSMH STA 23+96 PSMH STA 224.65 3k00 o{ - x(5.0' R) \ circ EiT, i c iric ; _ (4.9 R) 1` \ ` . 21+00 TF 224 -nn GRAPHIC SCALE ao 40 20 0 40 IN FEES' } 1 inch = 40 fL Ono 71 f) PROVIDE 4" DI WITH WATER COMPANY REQUIREMENTS 22 112° BEND PROVIDE AIR RELEASE VALVE AT LOCAL HIGH POINT (TYP) . 326, 14+50 15+00 2016 -60UNDARIES LLC AM THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES. LLC. 15+50 16+00 22+00 22+50 23+00 23+50 24+00 24+50 328 324 320 316 312 308 304 300 296 292 288 25+00 25+50 f 3 0 Gomm moo U I CL. 288--308 c t 08308--324- 324INSTALL E 40- 0 M 0 3) J V) INSTALL WATER MAIN WITH 0 is "Now 4.5' OF COVER (MIN) PROPOSED GRADE (TYP) ''( 15 "D HDPE ,or 00PROVIDE AIR RELEASE VALVE PROVIDE 985 LF DI WATER MAIN--------- 304--320- AT LOCAL HIGH POINT Existing Grade (i'P) 284 304 Existing Grade (TVP) _ -- -- - - 280 300-300--316- Existing Grade (TVP) PROPOSED GRADE TYP)'® 0 PDMH p S STA:17+57.08 OFF -8.68L PROPOSED GRADE (TVP) TF:287.64 5PCB STA.15, 70.00 Or00 F. --11.00E TF271.28 INV IN:268.10 15 HDPE i OQF, 70 p pp yG 276 296 0INVIN:283.64 15 HDPE 1 PC8 INV OUT.283.22 15" HDPE STA:20+32.13 OFF.I1.00R TF. -309.07 296 312 I zi INV IN:268.10 15" NOPE_ INV OUT:267.80 18" HDPEz CQ 26 272 i 292 INV 1N:305.60 15" HDPE I I I PCB STA:20+32.56 OFF.- 11.05E15"D HDPE TF:309.14 PDMN INV OUT:305.50 15" HDPE 0 S Oo 292 308 PSMH STA:22+65.42 OFF. -4.87RDQ INV OUT:306.00 15" HDPESTA:18+71.19 OFF -7.39L o TF319.06 s 15"D HDPE_ TF:297.60 „ I PSMH_ _ INV 1N:293.40 10 HDPE STA:20+44.97 OFF. 0.02E WV IN:293.20 6" NOPE TF.310.33g „ 0' INV OUT -312.20 8" PVC S 00 PSMH STA:21 +50.00 OFF:O, 00 INV OUT293.10 15" HDPE INV IN:303.52 8 PVC TF:317.18 1IHDPE1I8026828PSMHINVOUT:303.42 8" PVC --288--304G STA -18+62.38 OFF. -0.02L INV OUT -313.35 8" PVC I g TF:297.02OQ ooo _ INV IN:291.34 8" PVC INV OUT:291.46 8' PVC f I264 PROVIDE VERTICAL DEFLECTIONS I 15 D HDPE 284 OF WATER MAIN AS REQUIRED 300TO84284--300- TOMAINTAIN 18" OF PCB 1S PSMH CLEARANCE FROM STORM AND STA:23+90.00 OFF'11.00R I 0 HOPE STA:15 +55.00 OFF.O.48R TF:270.98 INV IN. -264.20 8 PVC SEWER PIPES (TYP) PCB 309IF. .17 INV IN:304.10 67 PVC INV OUT:303.35 15" PVC I - o s INV OUT'264.30 8' PVC STA:17+88.61 OFF -10-86R I 51' of 8'S PVC 260 280 TF:290.56 INV OUT -287.70 15" HDPE 280 296 PSMH S=0.028 STA:23+96.00 OFF.5.02R o I - PCB TF. -308.86 PCBPROVIDEDITEEAND GATE VALVES (3) STA:17+90.00 OFF. --11 .00E TF-290.30INV INV 1N:287.30 15" HDPE INV 1N:301.60 8" PVC OUT:301.50 8" PVC STA:24+79.58 OFF:11.01R TF:302.26 INV IN:299.00 15" HDPEPSMH STA:3+05.00 OFF.O.00R TF'270.24 256 276 INV IN:287.30 15" HDPE INV OUT:287.20 15" HDPE 276 292 INV IN -299.00 15" HDPE INV OUT:298.90 +15" HDPE INV IN:261.20 8" PVC PSMH PCB INV 1N:262.77 8" PVC STA:17+84.25 OFF:3.908 STA:24+79. 51 OFF -10.99L INV OUT:261.10 8" PVC- TF:290.29 _ INV IN:285.14 8 PVC INV OUT:285.04 8" PVC TF:302.42 INV OUT. -299.40 15" HDPE 252--272 I aG Ncvcoao O 00 O ca to nw u? o y N O ca n car t Mo O 'to M N 00 O O No 272-1-288 co N N o v 00 o u) ao N0 ad O0. No O Nr- Do to O o O op o o 'ti1 N co CiOp moi DO o LOop nj ca00 uj ` rn ri `to Qi O O 4 °0o oO uj •-- o 0 p r 0 N O No tij 0 co0 i 000 o *- N tj Ki u uj t r\ "6 oo ofr C7J oi. D7 ci g ai ofOp ,, ao r ti ofCpo cGi Kj c1j N cV N N N N N N N N N N N N N N N N N N N N N N N N N N N M? N N t to M M r7 r7 r7 M M M M r7 r7 t M rj r O r Or` o O i t r ro 14+50 15+00 2016 -60UNDARIES LLC AM THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES. LLC. 15+50 16+00 22+00 22+50 23+00 23+50 24+00 24+50 328 324 320 316 312 308 304 300 296 292 288 25+00 25+50 SCALE 1" = 4.0' DATE: November 2016 JOB I.D. NO. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SHEET • 3 0 Gomm moo U CL. c t 0 U E 40- 0 M 0 3) J V) U 0 is "Now SCALE 1" = 4.0' DATE: November 2016 JOB I.D. NO. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SHEET • PROPOSED MILLWOOD DRIVE I I I 1 1 SEE ROADWAY AND UTILITY DESIGN --- __ c (PRIVATE). SEE ROADWAY PROPOSED PROPERTY IDENTIFICATION I-- _ U / DESIGN SHEETSSHEETSFORADDITIONALUTILITY / SIGN MILLWOOD AT OLDDESIGNINFORMATION ( COLCHESTER ROAD" PROVIDE UTILITY POLE AND OVERHEAD UTILITY SERVICES FROM CL&P POLE 2692. PROVIDE CB Type „C» J PROPOSED CLEARING LIMITS. CROSS EXISTING GRAVEL DRIVE TO BE I ' J I DROPS FROM THIS LOCATION TO TRANSITION o TF=241.68 ( HATCHED AREA DENOTES LIMITS OF " ABANDONED. REMOVE BITUMINOUS J TO BURIED CONDUIT. ALL WORK TO MEETVEGETATIONTOBEREMOVED. AREA , 1 k APRON AND PROVIDE 30 BCLC. ' ( UTILITY REQUIREMENTS. I oo 6, Concrete Pad Y TO BE MAINTAINED AS LAWN. ! ( v 1C " 1 ' i \ r \ c„ I T ! \ r-, t I ' , 1 I , I J I Treeline Transformer ' / PROVIDE STOP SIGN & PAINTED i o ``1 MINIMUM AVAILABLE " - PROVIDE PAVEMENT AND BCLC SAWCUT s/ ( l \ I I I \ \ CL&P m a ao s rn `L \ SIGHT DISTANCE = 550'PROPOSED-/ I ( STOP BAR (SEE DETAIL) ` `' `yam`" 1 j Bituminolas St 2686s PROPOSED CLEARING LIMITS CROSSY \` FOR THE INSTALLATION OF `ti r ' ! r `' ' `ti HATCHED AREA DENOTES LIMITS OF Bituminous ( l c J I rrr SANITARY SEWER (HATCHED PORTION) i c I PROVIDE PAVEMENT S4WCUT AT I Apron 1 Sign Sped Drainage Leak-O>`f .per t PROVIDE BCLC AND PERMANENT / rho VEGETATIDN TO BE REMOVED. AREA , / j_ < I f CENTERLINE OF ROAD. REMOVE BCLC TO BE MAINTAINED AS LAWN. Limf't 30 IM: P.H 1 - Z' / Q PAVEMENT FOLLOWING INSTALLATION AND PAVEMENT AND REGRADE BASE I / l ! SEE DETAILS) MATERIAL AS SHOWN ON PLANS. MATCH 1 MINIMUM AVAILABLE ,' i r r e{C.1 S FAS I / PROPOSED BCLC AT REMAINING BCLC. J Site 1 . CL i `-`- ` ; / SIGHT DISTANCE = 550 I ® I ' -- r„- S - Street a f ( i / W UJ 2697 `\ ` - s - L e / c j I ' ' I ( !-- Sign !!! ,. » -z s o ' I \ 1 Jillcrest" \ CB Type C S`'-, S \ \ f %:.t t '/ / / ty j 1-'L- r \ TF=241.68 \ CL&P ,r / _ N Sign 'Speed ! 61» _ -- i - / - L" — Stot1E Limit 30 M.P.H.» • -reS __ ""24\6\38Tr=2438 _ ' - r \ / CL&P aU Ln ire EVS 2688 i _ S - - { ; -_ Shoul-er Line , // HELCO [}//( // 2688 p 0 Bit. N —CP / \ / — \ w \l \ {2689 1 J i l Drive _ S C i PSMH n ! / / l l \ EVS i ( `C i - I Yellow 2695 s 1 Bit / LjCLC tiffs D a r - Drive a Tree _ s _I STA:0I25.97 OFF: -156.39E Apron,—' l Erne I 269QA f \ _ _ - / _ R 0 ", I ulder in l v Ln 7F: 257.42 R30 Sho EXISTING GRAVEL DRIVE TO BE ABANDONED. J M Guy s ' i - YP REMOVE BITUMINOUS_ APRON AND PROVIDE 15' Stonewalls \ 3 / _ -- \ L...: INV IN: 249.30 (8 PVC) _ CL&P —`-" ---- ` - x I _ CBT e "C» INV OUT: 249,20 (8 PVC) p, 2692 Ey CL&P CB Type "C" TF=283.24 BCLC. SAWCUT AND TACK COATResidence _ _ 2691 2691 TF 281.19 OA EACH EXIST. BCLC MATCH POINT. SEE SHEET 2 FORj399 f Drive wv _ o s \ C 1 f35' of 8" PI/C 3s" ~-- .t ( CL 13 y 1 _ Tree° £Tree A % . ®. v, ' f ADDITIONAL INFORMATION CONCERNING WORK5-0.019 B;t- METAL BF4M GUIDERAiL (120 ± TOTAL) WITHIN THE TOWN RIGHT OF WAY) . T. TO BE CAREFULLY DISASSEMBLED Tree WV \--/ _ -- REMOVE ENDCAP AND CONNECT REMOVED AND DELIVERED TO THE r EXISTING 8 PVC STUB ; D ( R -- s, M NTVILLE PUBLIC WORKS FACILITY tINV: 248.5± (VERIFY INVERT r-. ' , . 3 I rgn 'Raindaw y T __ gShed> \ _ _ — -- —'' _ e i e \ D 've ELEVATION PRIOR TO CONSTRUCTION) Drive» / r / - ' Q ofSin 'Private Road 5QResidencegi9332wv, \ No thru Traffic ResidenceT403oTree _ I Residence 3 Uwt,,, X1409 . ® C fl - ` _ 'w`.^rte — — / \ fi t 3 .Residence 4 I1 ' RD / i\ ' \ / 411 Shed Sign Laurel .., IL, ` ( SMH r , _--CB TYPVeirgtS" U RD , \ TF:256.38 _ — r ' TF=270.19 I I / INV IN:248.30 8 PVC — — — — 0 \ ( 1, \v INV IN:248.30 8" PVC 24 "» INV OUT:248.20 8'" PVC CMPTree, \ • jo 4- Tree rr' Inv 30" RCP:219.3( \ Tr Tree f / i ) 20 Tree / Tree Tree Rip -Rap (TYP) / Tree GRAPHIC SCALE 80 40 M 0 40 IN FEET ) 1 inch = 40 ft. Q 2016 BOIJNDARIES LLC An THISDRAV1714G IS THEPROPERTY OFBOUNDARIES LLCANDHAS BEEN SPECIFICALLY PREPAREDf-DR THE OWNER OFTHIS PROJECT, AT THIS SITE, AND IS NOTTO BE DUPLICAT0 OR USED INPARTOR WHOLEFOR ANYOTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THEEXPRESSED WRITTEN CONSENT OFBOUNDARIES LLC. SCALE: M DATE: November 2010 JOB I.D. NO. 14-2320-2 Revisions Rev May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SH E ET N 0.: j l i 2 STRANDS 12 GA. TWISTED GAL. WIRE AT EACH POST HOSE OR PVC TUBE ABOVE 27 27 8" (MIN.) SUPPORT POSTS LOWEST BRANCHES DRIVE AT ANGLE AND DRAW VERTICAL) HB Vaccinium corymbosum DUCKBILL TREE GUYINGA. TWO POSTS AT 180 DEGREES FOR SYSTEM EVERGREEN TREES UNDER 8' 1N HEIGHT XIVINYL Soft Stem Bulrush COATED CABLESB. THREE POSTS AT 120 DEGREES FOR COLOR) DECIDUOUS TREES UP TO 4 1/2" CAL.FLANGE Common Cattail. AND EVERGREEN TREES 8'-16' IN 40 HEIGHT WITHIN 10' OF PEDESTRIAN WAY. TURNBUCKLE TREE WRAP PLANTING MIXTURE 50 3" SOIL SAUCERCUTBURLAPFROMTOP 1/3 OF ROOT BALL 3" MULCH FINISH GRADE TOPSOIL TRANSITION ZONE _ a IMPORT HIGH ORGANIC CONTENT TOPSOIL AND APPLY NEW ENGLAND WETMIX (WETLAND / + + BOTTOM OF DETENTION BASIN / / >> sEED Apo IN j , ,/ + /+ t / SOFT STEM BULRUSH (TYP) t */ + / COMMON CATTA/L TYP l l / WOOL GRASS (TYP) 0000 IMPORT HIGH ORGANIC CONTENT TOPSOIL / / / j + AND -APPLY NEW ENGLAND WETMIX (WETLAND / + r v w / + / / SEED MIX) IN BOTTOM OF . DETENTION BASIN / / 6" TOPSOIL_ 41 IN LAWN AREAS) WOOL GRASS (TYP) ri- + ` w / .' + i 41 i t / i w r. + I Itwt + + I 1- -l- + t , ,v (- +661 4: STONEWALL TO REMAIN SOFT STEM BULRUSH WLF 5 / COMMON CATTAIL (TYP) WLF WLF / / / 10 - 15 / // LIMITS OF INLAND WETLANDS I \ I NOTE: 1. CONSTRUCTION OF THE STORMWATER BASINS AND INSTALLATION OF PROPOSED PLANTINGS AS DEPICTED HEREON SHALL BE SUPERVISED BY THE PROJECT SOIL SCIENTIST AND/OR A QUALIFIED PROFESSIONAL WETLAND SCIENTIST OF THE APPLICANT'S CHOOSING. ONCE FINALIZED, A COMPLETION REPORT. SHALL BE PREPARED BY THE SUPERVISING PROFESSIONAL AND SUBMITTED TO THE MONTVILLE WEO FOR INCLUSION IN THE COMMISSION'S PERMANENT FILE. orormwcaerDU51rb ZOC3 GRAPHIC SCALE 60 30 15 0 30 wm a IN FEET 1 inch = 30 ft. 205 BOUNDARIES LLC THIS Df{AWING IS THE PROPERTY OF BOUNDARIES LLCAND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, ANDISNOT TO BE DUPLICATED OR USED INPART OR WHOLE FOR ANY OTHER PURPOSE PROJECT, LOCATION OR OY'll•,IER WITHOUT THE EXPRESSED WRITTEN CONSENT OFBOUNDARIES LLC. III I r`DUCKBILL EARTH ANCHOR i..:................. Ii i 30" MIN. FOR MODEL 68 r rrN 42", MIN. FOR MODEL 68 ROUGHEN SIDES OF PIT " ROUGHEUNDISTURBSD ESROF PIT12MIN. ROOTBALL 12 MIN SUPPORT ROOT BALL ON PREPARED SUBGRADE (957.) 24" MIN OF SOIL ABOVE IN. DIAMETER OF PIT IS TWICELEDGEROCKDIAMETEROFROOTBALL STAKING DETAIL GUYING DETAIL FOR USE WITH: FOR USE WITH: A. DECIDUOUS TREES UNDER 3" CALIPER. A. DECIDUOUS TREES 3"-4 1/2" CALIPER WHEN PLANTED B. DECIDUOUS TREES 3"-4 1/2- CALIPER GREATER THAN 10' OUTSIDE OF PEDESTRIAN WAYS. WHEN PLANTED WITHIN 10' OF PEDESTRIAN B. DECIDUOUS TREE OVER 4 1/2" CALIPER, WAYS. C. EVERGREEN TREES 8'-16' IN HEIGHT WHEN PLANTED GREATER THAN 10' OUTSIDE OF PEDESTRIAN WAYS. C. EVERGREEN TREES UNDER 8' IN HEIGHT. D. EVERGREEN TREES 8'-16' IN HEIGHT WHEN D. EVERGREEN TREES OVER 16' IN HEIGHT. PLANTED WITHIN 10' OF PEDESTRIAN WAYS. TREE PLANTING DETAIL NOT TO SCALE 3" SOIL SAUCERS CUT BURLAP FROM 3" MULCH 112 OF ROOT BALL 3" SOIL SAUCER FINISH GRADE TRANSITION ZONE ILII Il•' X.. I I ........•ZzEll I I 11 ISI I I I f— r r rr/ .r r T i t 6 TOPSOIL IN4iARPLANTING STEA rPLANT 6" MIN. ROOTBALL 6" MIN MIX 6" MIN. CONTAINER 6" MIN. VERTICAL CUT OF SURFACE ROUGHEN '- ROOTS SIDES OF PIT IN. DIAMETER OF PIT ISTWIC MIN. DIAMETER OF PIT DIAMETER OF ROOTBALL UNDISTURBED OR IS TWICE DIAMETER PREPARED SUBGRADE OF CONTAINER BALLED AND BURLAPPED. MATERIAL CONTAINER GROWN MATERIAL NOTES: 1. SET CROWN OF ROOTBAI1 2" ABOVE FINISH GRADE. 2. FOR CONTAINER GROWN STOCK USE FINGERS OR A SHARP KNIFE TOL0 S ROOTS OUT OF THE OUTER LAYER OFLOOSEN POTTING SOIL: THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. 3. AT PLANTING THOROUGHLY SOAK THE ROOT MASS AND ADJACENT SOIL. REPEAT SEVERAL TIMES DURING THE FIRST MONTH AND THROUGHOUT THE FOLLOWING TWO SUMMERS. 4. ALL PLANTING BEDS AND/OR SHRUBS SHALL BE MULCHED AND RINGED WITH A MINIMUM. OF 24" OF SOD/LAWN SEED MIX. SHRUB PLANTING DETAIL NOT TO SCALE CONTAINER SIZE MAY VARY 2" MULCH FINISH FINISH GRADE GRADE = TOPSOIL' 0 0 0 0 .. _ - ----- - - - n - -- -- _-__ = _ = _ _ 621 COMPACTED PLANTING MIXTURE ROUGHEN SIDES OF PIT PREPARED SUBGRADE NOTES: 1. SET CROWN OF ROOT BALL LEVEL WITH FINISH . GRADE. 2. MAINTAIN MINIMUM OF 4" PLANTING MIXTURE BELOW EACH INDIVIDUAL PLANT. 3. MULCH ENTIRE AREA OF GROUNDCOVER, PERENNIALS OR ANNUALS. 4. MULCH CAREFULLY AROUND EACH PLANT. DO NOT COVER CROWNS OF PLANTS WITH MULCH. GROUND COVER PLANTING DETAIL NOT TO SCALE 6" TOPSOIL 12" CLEAN FILL (MIN) 0 O00°o008flao6p 0 0o 02o00 400 BLASTED LEDGE ROCK LOAM & SEED CROSS-SECTION DETAIL NOT TO SCALE LANDSCAPE SCHEDULE-STORMWATER BASINS SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY HB Vaccinium corymbosum Highbush Blueberry 24-36" ht. 11 Schoenoplectus tabernaemontanui Soft Stem Bulrush 2" plug 80 Typho latifolia Common Cattail. 2" plug 40 W Scirpus cyperinus Woolgrass 2" plug 50 k y w y W New England Wetmix Wetland Seed Mix 1 Ib/2,500s New England Erosion Control/Restoration Mix for Detention Basins & Moist Sites 1 lb/2,500sf TING SPECIFICATIONS: 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE CONNECTICUT ASSOCIATION OF LANDSCAPE CONTRACTORS SPECIFICATION. ALL PLANTS SHALL BE NURSERY GROWN AND CONFORM TO THE LATEST EDITION OF ANSI Z60. 1, AMERICAN STANDARD FOR NURSERY STOCK AND ALSO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, , INC. 2. NO SUBSTITUTION OF PLANT MATERIALS WILL BE ALLOWED WITHOUT THE PRIOR. WRITTEN CONSENT OF THE PROJECT OWNER. WHERE A PLANT SIZE RANGE 1S PROVIDED AT LEAST 50% OF THE PLANTS SHALL BE OF THE LARGER SIZE. 3. ALL LAWN AND PLANTING AREA SOIL PREPARATION SHALL BE FERTILIZED AND AMENDED ACCORDING TO RECOMMENDATIONS OF A SOIL ANALYSIS PROVIDED BY AN APPROVED SOIL TESTING LABORATORY. 4. ALL EXTERIOR GROUND AREAS DISTURBED BY CONSTRUCTION AND NOT COVERED BY BUILDINGS, STRUCTURES, PAVING, CONTINUOUS PLANTING BEDS OR OTHER SITE IMPROVEMENTS SHALL BE GRADED, TOPSOILED TO A MINIMUM DEPTH OF 6" AND GRASS SEEDED. PROVIDE LAWN DEVELOPMENT IN ALL AREAS OF SELECTIVE CLEARING AS DIRECTED. 5. ALL PLANT PITS MUST BE FREE DRAINING. BREAK UP THE BOTTOM OF THE HOLE BY FORK IF NECESSARY TO ENSURE PLANT HAS PROPER DRAINAGE. 6. SET ALL PLANTS 1N CENTER OF PLANT PITS, PLUMB AND STRAIGHT AND AS DETAILED ON THE DRAWING. ALL PLANT MATERIAL SHALL BEAR THE SAME RELATIONSHIP TO FINISHED. GRADE AS TO ORIGINAL PLANTING .GRADE PRIOR TO DIGGING. TREES SHALL BE PLANTED WITH THE JUNCTION OF ROOTS AND STEM LEVEL WITH FINISHED GRADE. 7. HANDLE BALLED AND BURLAPPED PLANTS FROM THE BALL ONLY. ONCE POSITIONED IN THE HOLE, REMOVE THE TOP 1/3 OF THE BURLAP FROM THE ROOT BALL WITHOUT DISTURBING THE ROOTS. 8. FACE EACH PLANT TO GIVE THE BEST APPEARANCE. FINAL LOCATION OF PLANT MATERIAL SHOULD BE APPROVED BY THE OWNER IN THE FIELD. 9. FILL PLANT PITS 2/3 THEIR DEPTH .WITH PREPARED PLANTING MIXTURE, WATER THOROUGHLY AND ALLOW TO SETTLE. COMPLETE BACK—FILLING, WATER THOROUGHLY TO ELIMINATE ANY VOIDS AND AIR POCKETS. PROVIDE ADDITIONAL BACK—FILL AS NECESSARY TO CONFORM TO REQUIRED ELEVATION AND AS DETAILED. 10. FORM SAUCER AND INSTALL MULCH OVER ENTIRE PLANT PIT AND SAUCER AREA AS DETAILED. 11. ALL TREE STAKING OR GUYING SHALL BE COMPLETED IMMEDIATELY AFTER PLANTING, BUT IN NO INSTANCE MORE THAN 24 HOURS AFTER PLANTING. SEE STAKING/GUYING DETAIL. AT THE COMPLETION OF THE MAINTENANCE PERIOD REMOVE ALL STAKES, FLAGS, GUYS, TREE WRAP, AND ANCHORS. 12. MULCH ALL NEW SHRUB BEDS AND PLANT PITS TO ACHIEVE A 3' DEPTH AFTER SETTLEMENT. MULCH ALL GROUND COVER BEDS TO ACHIEVE A 2" DEPTH, AFTER SETTLEMENT. MULCH FOR SAUCERS AND PLANTING AREAS TO BE A DOUBLE SHREDDED BARK MULCH. 13. ALL PLANTS SHALL BE GUARANTEED FOR A PERIOD OF ONE FULL YEAR AFTER INSPECTION AND ACCEPTANCE BY THE OWNER'S REPRESENTATIVE, AND SHALL HAVE AT LEAST. 807 HEALTHY GROWTH AT THE END OF THE GUARANTEE PERIOD. 14. RECOMMENDED PLANTINGS ARE MADE UNDER GUIDANCE FROM THE DESIGN ENGINEER THAT THE BOTTOM OF THE PROPOSED DETENTION POND WILL REMAIN WET ON A REGULAR BASIS. IF ACTUAL CONDITIONS DICTATE THAT WATER WILL NOT BE PRESENT IN THE POND ON A REGULAR BASIS, RECONSIDERATION OF THE PROPOSED PLANTING SCHEDULE BY THE PROJECT SOIL SCIENTIST WILL BE WARRANTED. 0 DETENTION ND SHOULD BE A MINIMUM OF 9 THICK ANDCCONTENTTOPSOILPLACEDINTHEBOTTOMOFTHEETENTPOGORGANIC15. HIGH SHALL BE DEPOSITED OVER MINERAL SOIL. C A D OR NON—INVASIVE SPECIES. THIStSEDBTHISPLANARECONNECTICUTNATIVENPLANTINGMATERIALSASPROPOSEDY1s. LANDSCAPE LANDSCAPE PLAN HAS BEEN DESIGNED TO INCORPORATE SPECIES WHICH ARE PROLIFIC IN PLANT HARDINESS ZONE 68 AND WHICH REQUIRE MINIMAL ENERGY INPUT FOR UPKEEP AND MAINTENANCE. REFERENCES UTILIZED FOR CONNECTICUT NATIVE AND NON—INVASIVE SPECIES SELECTION INCLUDE THE CONNECTICUT BOTANICAL SOCIETY, THE CONNECTICUT AGRICULTURAL EXPERIMENT STATION, THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION, 2004 CONNECTICUT STORMWATER QUALITY MANUAL, NEW ENGLAND WETLAND PLANTS, INC., AND OTHER SOURCES. 17. LANDSCAPE PLANTING AS SHOWN IS CONSIDERED TO BE A MINIMUM. THE APPLICANT RESERVES THE RIGHT TO ADD ADDITIONAL LANDSCAPING. OR SUBSTITUTE MATERIALS SPECIFIED HEREON WITH SIMILAR EQUALS OR SPECIES WITH APPROVAL OF THE PROJECT SOIL SCIENTIST. IC): TNEW ENGLAND WETMIX (WETLAND SEED MIX).- THEHE NEW ENGLAND WETMIX (WETLAND SEED MIX) CONTAINS A WIDE VARIETY OF NATIVE SEEDS THAT ARE SUITABLE FOR MOST WETLAND RESTORATION SITES THAT ARE NOT PERMANENTLY FLOODED. ALL SPECIES ARE BEST SUITED TO MOIST GROUND AS FOUND IN MOST WET MEADOWS, SCRUB SHRUB, OR FORESTED WETLAND RESTORATION AREAS. THE MIX IS WELL SUITED FOR DETENTION BASIN BORDERS AND THE BOTTOM OF DETENTION BASINS NOT GENERALLY UNDER STANDING WATER. THE SEEDS WILL NOT GERMINATE UNDER INUNDATED CONDITIONS. IF PLANTED DURING THE FALL MONTHS, THE SEED MIX WILL GERMINATE THE FOLLOWING SPRING. DURING THE FIRST SEASON OF GROWTH, SEVERAL SPECIES WILL PRODUCE SEEDS WHILE OTHER SPECIES WILL PRODUCE SEEDS AFTER THE SECOND GROWING SEASON. NOT ALL SPECIES WILL GROW IN ALL WETLAND SITUATIONS. THIS MIX IS COMPRISED OF THE WETLAND SPECIES MOST LIKELY TO GROW IN CREATED/RESTORED WETLANDS AND SHOULD ' PRODUCE MORE THAN 757. GROUND COVER 1N TWO FULL GROWING SEASONS. THE WETLAND SEEDS 1N THIS MIX CAN BE SOWN BY HAND, WITH A HAND-HELD SPREADER, OR HYDRO—SEEDED ON LARGE OR HARD TO REACH SITES. LIGHTLY RAKE TO INSURE GOOD SEED—TO—SOIL CONTACT SEEDING CAN TAKE PLACE ON FROZEN SOIL, AS THE FREEZING AND THAWING WEATHER OF LATE FALL AND LATE WINTER WILL WORK THE SEED INTO THE SOIL. IF SPRING CONDITIONS ARE DRIER THAN USUAL WATERING MAY BE REQUIRED. IF SOWING DURING THE SUMMER MONTHS SUPPLEMENTAL WATERING WILL LIKELY BE REQUIRED UNTIL GERMINATION. A LIGHT MULCH OF CLEAN, WEED FREE STRAW IS RECOMMENDED. APPLICATION RATE: 1 LB/2500 SQ. FT. (18 LBS/ACRE) SPECIES: FOX SEDGE, (CARED( VULPINOIDEA), LURID SEDGE, (CAREX LURIDA), BLUNT BROOM SEDGE, (CAREX SCOPARIA), SENSITIVE FERN, ONOCLEA SENSIBILIS), BLUE VERVAIN, (VERBENA HASTATA), HOP SEDGE, (CARE( LUPULINA), GREEN BULRUSH, (SCIRPUS ATROVIRENS), NODDING BUR MARIGOLD, (BIDENS CERNUA), BRISTLY SEDGE, (CAREX COMOSA), FRINGED SEDGE, (CARE)( CRINITA), AMERICAN MANNAGRASS, (GLYCERIA GRANDIS), WOOL GRASS, (SCIRPUS CYPERINUS), SOFT RUSH, (JUNCUS EFFUSUS), SPOTTED JOE PYE WEED, (EUPATORIUM MACULATUM), BONESET, (EUPATORIUM PERFOLIATUM), MUD PLANTAIN, (ALISMA SUBCORDATUM), NEW ENGLAND ASTER(ASTER NOVAE—AGUAE) RATTLESNAKE GRASS, GLYCERIA CANADENSIS) SOFT STEM BULRUSH, SCIRPUS VALIDUS SWAMP MILKWEED, (ASCLEPIAS 1NGARNATA), MONKEYEY FLOWER, MIMULUS RINGENS NEW ENGLAND EROSION CONTROL/RESTORATION MIC FOR DETENTION BASIN5 AND MOIST SITES: THE NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES CONTAINS A SELECTION OF NATIVE GRASSES AND WILDFLOWERS DESIGNED TO COLONIZE GENERALLY MOIST, RECENTLY DISTURBED SITES WHERE QUICK GROWTH OF VEGETATION IS DESIRED TO STABILIZE THE SOIL SURFACE. IT IS AN APPROPRIATE SEED MIX FOR ECOLOGICALLY SENSITIVE RESTORATIONS THAT REQUIRE STABILIZATION AS WELL AS LONG—TERM ESTABLISHMENT OF NATIVE VEGETATION, THIS MIX IS PARTICULARLY APPROPRIATE FOR DETENTION BASINS THAT DO NOT HOLD STANDING WATER. MANY OF THE PLANTS IN THIS MIX CAN TOLERATE INFREQUENT INUNDATION, BUT NOT CONSTANT FLOODING. THE MIX MAY BE APPLIED BY HAND, BY MECHANICAL SPREADER, OR BY HYDRO=SEEDER. AFTER SOWING, LIGHTLY RAKE, ROLL OR CULTIPACK TO INSURE GOOD SEED-TO—SOIL CONTACT. BEST RESULTS ARE OBTAINED WITH A SPRING OR LATE SUMMER SEEDING. LATE FALL AND WINTER DORMANT SEEDING REQUIRES AN INCREASE IN THE APPLICATION RATE. A LIGHT MULCHING OF CLEAN, WEED—FREE STRAW IS RECOMMENDED APPLICATION RATE: 1250 SQ. F!/LB (35 LBS/ACRE) SPECIES: VIRGINIA WILD RYE, (ELYMUS VIRGINICUS), CREEPING RED FESCUE, (FESTUCA RUBRA), LITTLE BLUESTEM, (SCHIZACHYRIUM, SCOPARIUM), BIG BLUESTEM, (ANDROPOGON GERARDII), FOX SEDGE, (CAREX VULPINOIDEA), SWITCH GRASS, (PANICUM VIRGATUM), ROUGH BENTGRASS, (AGROSTIS SCABRA), NEW ENGLAND ASTER, (ASTER NOVAE—ANGLIAE), BONESET, (EUPATORIUM PERFOLIATUM), GRASS LEAVED GOLDENROD, (EUTHAMLA GRAMINIFOLIA), GREEN BULRUSH, (SCIRPUS ATROVIRENS), BLUE VERVAIN, (VERBENA HASTATA), SOFT RUSH, (JUNCUS E&USUS), WOOL GRASS, (SCIRPUS CYPERINUS). SCALE: 1" = 30' DATE: November 2016 JOB I.D. NO. 14•-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add CutoffTrench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SHEETI% 1 0 PROVIDE AND MAINTAIN A TEMPORARY DWNAGE SWALE DURING THE DISTUR13ANCE PERIOD PROVIDE AND MAINTAIN HAY BALE CHECK DAM PROVIDE AND MAINTAIN A TEMPORARY DRAINAGE SWALE DURING THE DISTURBANCE PERIOD 0 - \A PROVIDE AND MAINTAIN A CONTINUOUS LINE OF SILT FENCE AT UPGRADIENT LIMITS OF WORK TO REDUCE OFFSITE RUNOFF FROM ENTERING THE SITE UNTr \ FINAL STABILIZATION HAS BEEN ACHIEVED t t \ (SEE DETAILS) \ t PROVIDE AND MAINTAIN AN INLET SEDIMENT CONTROL DEVICE FOR ALL. CATCH BASIN PROVIDE AND MAINTAIN A I TOPS LOCATED WITHIN THE LIMITS OF CONSTRUCTION (TYP. FOR 18)(SEE DETAIL) WATER BAR (SEE DETAIL) i ZZ PROVIDE AND MAINTAIN A WATER BAR (SEE DETAIL) PROVIDE AND MAINTAIN A i TEMPORARY DRAINAGE SWALE DURING THE DISTURBANCE PERIOD PROPOSED TEMPORARY I STOCKPILE LOCATION \ j PROVIDE AND MAINTAIN PROVIDE AND MAINTAIN A''' HAY BALE CHECK -DAM WATER BAR (SEE DETAIL) , ` ' ' ' ' ` i PROVIDE AND MAINTAIN A CONTINUOUS LINE OF SILT FENCE BACKED WITH HAY BALES OR WOOD If CHIP BERM (SEE DETAILS) \\ PROVIDE AND MAINTAIN AyYoaaf0qR `\ l WATER BAR (SEE DETAIL) Y \ ` PROVIDE AND MAINTAIN A WATER BAR (SEE DETAIL) PROVIDE AND MAINTAIN HAY BALE CHECK DAM PROVIDE AND MAINTAIN HAY BALE I PROVIDE -AND MAINTAIN A l i ` \ .' / ¢ \ \ WATER BAR (SEE DETAIL) i 0' \ CHECK DAM THROUGHOUT / l CONSTRUCTION (SEE DETAIL) a / \' 40, PROVIDE AND MAINTAIN A I Q 0 Oct CONTINUOUS LINE OF SILT FENCE BACKED WITH HAY BALES OR WOOD CHIP BERM (SEE DETAILS) , - -. PORTION OF STONE ! - =- - - _ - ° \ WALL TO REMAIN / / I lop loo PROPOSED WOODS LINE AND LIMITS OF \/\ / , PROVIDE AND MAINTAIN < - \ DISTURBANCE (TYP.)HAY BALE CHECK DAM 0s v7-0 EO qh, i 0 f'E A N / p 0 0 0 PROVIDE CONTINUOUS WOOD CHIP BERM TO OLD COLCHESTER ROAD PROPOSED STORMWATER BASIN TO BE UTILIZED AS A TEMPORARY SEDIMENT TRAP. _ .pig-, P\C - PROVIDE INSPECTION AND MAINTENANCE OF SEDIMENT TRAPS IN ACCORDANCE WITH THE i EROSION & SEDIMENT CONTROL AND DIRECT STORMWATER RUNOFF TO THESTORMWATERPOLLUTIONPREVENTIONPLAN. TEMPORARY SEDIMENT TRAP. PROVIDE AND MAINTAIN A CONTINUOUS LINE OF HAY BALES OR SILT FENCE THROUGHOUT CONSTRUCTION. ENCASE THE TRASH RACK AND MANHOLE PIPE INLETS IN GEOTEXTILE FABRIC. \ \ v G END SILTPROVIDEANDMAINTAINASTONE \ \ \ i C FENCE AND CONTINUE INFILTRATION BERM TO THE TOP OF THE PROVIDE AND MAINTAIN WOOD CHIP BERM ALONG STONE INLET PIPES AROUND THE PROPOHAY BALE CHECK DAM WALL TO OLD COLCHESTER ROADSED \ % iSTORMWATEROUTLETSTRUCTURE. CN Y i/ o02 \ PROPOSED STORMWATER BASIN TO BE UTILIZED AS A TEMPORARY SEDIMENT TRAP. PROVIDE AND MAINTAIN 1100f OF CONTINUOUS WOODCHIP BERM BACKED PROVIDE INSPECTION AND MAINTENANCE OF BY SILT FENCE (SEE DETAILS) - SEDIMENEROSIONT WITH THE SEDIMENT CONTROL AND 5TORMWATER POLLUTION PREVENTION PLAN. A ENCASE THE TRASH RACK AND MANHOLE PIPE INLETS IN GEOTEXTILE FABRIC. PROVIDE AND MAINTAIN A STONE INFILTRATION BERM TO THE TOP OF THE INLET PIPES AROUND THE PROPOSEDT STORMWATER OUTLET STRUCTURE. J, GRAPHIC SCALE 60 30 15 0 30 2016BOUNDARIES LLCANTHISDRAWINGISTHEPROPERTYOFBOUNDARIESLLCANDHASBEENSPECIFICALLY PREPAREDFOR THE OWNER OF THIS PROJECT, ATTHIS SITE, AND ISNOTTO BE DUPLICATED OR USED IN PART OR WHOLE FORANYOTHERPURPOSE, PROJECT, LOCATION IN FEET OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. 1 LCh = 30 ft tj o \ PROVIDE AND MAINTAIN ANTI -TRACKING PAD. MIN. SIZE 25 x100' (SEE DETAIL) o o \ I 4-J L smamum z) c: 0 _0 cu LLL!s l I PROPOSED WATER QUALITY BASIN TO BE UTILIZED AS A TEMPORARY SEDIMENT TRAP. PROVIDE' L - TRAPS AND MAINTENANCE OF SEDIMENT 4 -JL- TRAPS IN ACCORDANCE WITH THE EROSION & L. ,' ,J SEDIMENT CONTROL AND STORMWATER POLLUTION PREVENTION PLAN. V) fl TEMPORARY SEDIMENT TRAP AND Q f SPILLWAY (SEE DETAIL) u BOTTOM WIDTH = 25 FEET BOTTOM LENGTH = 50 FEET WET STORAGE DEPTH = 2.1 FEET ` DRY STORAGE DEPTH = 1.5 FEET l DIRECT STORMWATER RUNOFF TO THE L. TEMPORARY SEDIMENT TRAP. PROVIDE AND MAINTAIN A CONTINUOUS LINE OF HAY BALES uj OR SILT FENCE THROUGHOUT CONSTRUCTION. T' PROVIDE AND MAINTAIN A TEMPORARY DRAINAGE SWALE DURING THE DISTURBANCE PERIOD I - ---------- - 111 I II __ I Reference Is Wde TO: I I Erosion and Sedimentation Control Plan: I Installation - 1 Dig a 6" deep trench on the uphill side of the proposed barrier location. I flush into the drainagew9y. Stockpile the sediment in such a manner that it will not erode from the site or into a wetland, watercourse or other sensitive area.. I watercourses. The check slots are placed in narrow trenches 6 to 12 in. el and left flush with the soil surface.. They are to I Sanitaa . Waste: - . 1. Connecticui Guidelines For Soil Erosion and Sediment Control, May 2002. The applicant shall be responsible for the installation and maintenance of erosion1 The preferred method for digging the trench is with the use of a Temporary sediment basin shall be cleaned thoroughly prior to conversion to the permanent stormwater basin. I I cover the full cross section of designed flow. 8. Before laying the matting, all check slots should be installed and the friable BMP Descdption: Portable toilets, located in the staging area, will be provide at the site throughout the construction phase. The toilets will be located away I e State of2. Natural ReLiOurces Conservation Service Web Soil Survey for th 1 and sediment control measures throughout the project. No construction shallI il sedimentation and erosion control methods have been installed walk -behind trencher. 2. Position the posts on the downhill side of the fabric barrier and drive the L_ L_ 1 seedbed made free from clods, rocks, and .roots. The surface should be I from concentrated drainage flow paths and will have collection pans I Connecticui, September 15, 2014. construction necessitates. post 12" into the ground. Dewatering. I compacted and finished according to the requirements of the manufacturer's I underneath as secondary containment. 1. I 5oils Ty es and Slopes: I I Maintenance of erosion and sediment controls shall be completed in accordance 3. Lay the bottom 6" of the fabric barrier in the trench to prevent undermining and backfill. Backfill shall be thoroughly compacted. BMP Descdptionllnstaliction: . In the event groundwater is encountered during construction, dewatering may be required through the use of sump p . umps. recommendations. . 9. Anchor and install as detailed in the Erosion Control Plan. Maintenance and Inspection: Sanitary waste will be collected a minimum of once a week and shall be inspected weekly for evidence of leaking holdingI I I I The proposed site is composed of the following soil types: with the Connecticut Guidelines for Soil Erosion and Sediment Control (2002). The I I 6wo Installation of sumps shall follow the requirements of the sump pit. The purpose of this practice is to remove excessive water from excavations in a manner that Maintenance: I . . I . tanks. . I I I I . CANTON & CHARLTON "6113", CANTON & CHARLTON "61C" CHARLTON-CHATFIELD COMPLEX "73C` CHARLTON-CHATFIELD COMPLEX "73E" Contractor shall maintain a copy of the Guidelines on-site and refer to the I . te maintenance procedures that shall be utilized during construction. Aappropria Maintenance: I I to 4" depth. 1. Sediment should be removed once it has accumulated improves the quality of the water being pumped. Pumped water shall be discharged to an approved filtering system. I 1. Areas where erosion is evident shall be repaired and BMPs reapplied as soon - as possible. Care should be exercised to minimize the damage to protected Rqgyglinq: I I I I I I PAXTON & MONTAUK "84B"' I summary of the maintenance requirements for the project is provided below. 2. Filter fabric should be replaced whenever it has deteriorated to such an areas while making repairs, as any area damaged will require reapplication BMP Desc&tion: Wood pallets, cardboard boxes, and other recyclable 61 " - Canton & Charlton soils consist of very stony fine sandy looms. Soils During construction, all erosion and sediment control measures shall be maintained extent that the effectiveness of the fabric is reduced (approximately six months). Construction peciflcotions of BMPS I 2. If wa ccurs, re -install the material after repairing the construction scraps will be disposed of in a designated dumpster for recycling. I The dumpster will have a secure watertight lid, be placed away from I are well drained and are located on glacial till upland, hills, plains and ridges. Slopes range from 3 to 15 percent. . in proper working order. Disturbed areas shall be kept to a minimum and shall only take place where immediately required to further construction. It is desirable d remain in place until disturbed areas have been Sump 1. A perforated vertical standpipe shall be placed in the center of the pit to damage to the slope or channel. . I stormwater and drains and meet all local and state solid -wasteI . management regulations. Only solid recyclable construction scraps rom eI . 73 - Charlton & Chatfield soils consist of gently sloping to strongly sloping from an erosion prevention perspective to minimize disturbed areas. Final grading permanently stabilized. 4. All. sediment accumulated at the fence should be removed and properly collect filtered water. The standpipe shall be slotted or perforated corrugated metal or pvc pipe and its diameter and number of perforations 3. Make sure matting is uniformly in contact with the soil. I 4. Check that all the lop joints are secure, the staples are flush with the I 1 site will be deposited in the dum ster. I 1p I bedrock -controlled hills, bedrock -controlled uplands located. on glacial I till upland hills, plains and ridges. Slopes range from 3 -to 25 percent. and seeding shall take place as soon as practical. disposed of before the fence is removed. shall be compatible with the pump size being used. ground, and that disturbed areas are seeded. I Maintenance and Inspection: The rec cling dumpster will be inspected weekly. y1 " 84" - Paxton & Montauk soils consist of gently .sloping well drained fine . A rain gouge shall be placed at the project in a workable location and monitoredI Inspection: 2. Water is then pumped from the center of the pipe to a suitable discharge area. Inspection: I The recycling dumpster will be emptied when full and taken to an approvedI sandy loom located on drumloidal, glacial till and upland landforms. during rainfall periods until all disturbed areas are stabilized. I 1 . Inspect sediment fence before anticipated storm events I 3. The pit shall be filled with crushed stone or gravel no smaller than CT DOT 1. Inspect Erosion Control Blankets prior to forecast rain, daily during extended recycling center by the contractor. If recyclable construction wastes are Slopes range from 3 to 8 percent. I I . Every precaution shall be used during construction to prevent and minimize the intermittent showers over one or more1 sJ67sizenorlargerthanCTDOT13size. Cru hed stone shall extend a ra I in event after. rain events, weekly during the rainy season, and atS, I . I exceeding the dumpster's capacity, the dumpsters will be emptied more I I Nature and Seq ence of Construction Activity: , degradation of the existing water quality from stormwater runoff during . be in conformance to and consistent with all hours after the end of a storm event. of 0.5 inches or greater, and at least I once every seven calendar days, at least 72 hours apart. I minimum of 12' below the bottom .of the standpipe. 4. Discho . rge of water pumped from the standpipe shall be to a . suitable two-week ,intervals during the non -rainy season. 2. Inspect Erosion Control Blankets subject to non-stormwater discharges daily I frequently. I . Proposed construction activity will begin with the construction of approximately I construction. All activities shall applicable water quality standards and management practices as set forth by 2. Where sites have been finally or temporarily stabilized, such inspections may be conducted once month. I practice such as a sediment filter bag, or an approved dewatering settling while non-stormwater discharges occur. . . I 2. Des gnoted Washout Areas: . . Concrete Washout . . . I . 2150 feet of private road and include the installation of a stormwater drainage A total of 46 single family retirem Local, State and Federal agencies. per basin. 5. Filter fabric should be wrapped around the standpipe to ensure clean water I I Final Stabilization. I BMP Desc&tion- A designated temporary, above-grode concrete washout areaII-— The be linedsystemandundergroundutilities. will be developed. Each will be served by sanitary sewer and public water systems. The site contractor shall appoint an onsit HaXIStrow Bale Barrier discharge to improve the efficien of downstream filtering measures. CY Permanent seeding should be applied immediately after the final design grades are will be constructed for.concrete washout. washout area will with plastic sheeting at least 10 mils thick and free of holes or tears. Concrete I Estimated Project Start Date: responsible for implementing this erosion and sediment control plan and enforcing the prescribed safegu tion and operation period. 1. Excavate trench 4" and place material upslope of trench. 6. It is recommended that 114 to 112 inch hardware cloth wire be wrapped around and secured to the standpipe prior to att I aching the filter fabKc. this aysachievedatthesitebutnolaterthan14d after construction activities have After the entire site is stabilized, any sediment that has , pours will not be conducted during or before an, anticipated storm event. Concrete. mixer trucks and chutes will be washed. in the designated washout Estimated Project Completion Date: September 2022 1 This responsibility includes the installation and maintenance of control measures 2. Place bales in a single row in the trench, lengthwise, with ends of adjacent bales tightly abutting one another and the bindings oriented around the sides will increase the rate of water seepage into the standpipe. I Drain Protection: accumulated will be removed and hauled off site to a licensed landfill facility. Construction debris, trash, and temporary BMP's will also be removed and any area and be properly disposed of off-site after hardening. When the temporary I Construction Site Estimates: throughout the project, informing all parties engaged on site of the requirements rather than along the tops and bottoms of the bales (to avoid premature 5torm areas disturbed during ,removal will be seeded immediately. I washout area is .no longer needed for the construction project, the hardened concrete and materials used to construct the area will be removed and and objectives of the plan, and notifying the proper agency and officials of any rotting of the bindings). Drop Inlet Protection: I disposed of in accordance all applicable local, State, and Federal and afterThefollowingareestimatesoftheprojectsitecharacteristicsbeforeI transfer o this responsibility. f with at least 2 stakes, driving the first stake in. each bale osed on-site storm drain inlets will be protected with , Seedbed Preparation: with regulations, and the area will be stabilized. construction: . toward the previously laid bale to force the bales together. Stakes must be I e by Hay Bales or a Filter Fabric Insert as soon as these 1. Topsoil will be spread over final graded areas at a minimum depth of six Subject Property Area 26.75± acres I All erosion and sediment control measures shall be repaired, cleaned andlor driven a minimum of 18 inches into the ground. Fill any gaps between the facilities are installed. Any existing storm drain inlets are to be protected similarly I inches. A minimum of twelve inches of mineral soils must be provided Installation Schedule: The washout area will be constructed before concreteI I Construction Site Area to be disturbed 14.3± acres reploced as nec Iessary throughout the project in order to maintain complete and bales with straw to.prevent water from escaping between the bales, if receiving runoff from destabilized areas. . I between rock surfaces and the topsoil layer. pours occur at the site. Percentage impervious area before construction 0.06±7, integral erosion and sediment control protection. Once in place, all erosion and 4. Bockfill, the bales with the excavated trench material to a minimum depth of I I 2. The seedbed will be free s and other objectionable Percentage impervious area after construction 12.29±% 1 asures are to remain in place in proper condition and be a4inchesontheuphillsideofthebales. Tamp by h, nd or machine and Construction Specifications: material. 3. Vehicle Fueling and Maintenance Practices: I . I Icontinuouslymaintaineduntilfinalsiterestorationhasbeencompleted. Following compact the soil. Loose hay/straw scattered over the disturbed area Sediment Fence DroQ Inlet Protection . 3. Fertilizer will be applied to the seedbed as needed. Fertilizers will be BMP Desc&tion: Several types of vehicles and equipment will be used on site ent Schedule: such permanent stabilization, the erosion and sediment control measures shall be Additional immediately uphill from the hay bale barrier tends to increase barrier 1. Sediment Fence shall shall be cut from a continuous roll to avoid joints. length 3 I - flowing and conforming to thecommercialtypeofuniformcomposition, free throughout the project,, including graders, scrapers, excavators, loaders, rollers, I IPevelopdismantled, removed, and disposed of in an approved manner.. erosion I efficiency. 2. For stakes , use 2 x 4 -inch wood (preferred) with a minimum of applicable State and Federal laws. Choose native species that are adopted il . It is anticipated that all I It is anticipated that grading and construction activities will begin in March 2017. is to a mandatory and sediment control measures beyond those shown on the plans or prescribed herein shall be put in place, whenever necessary, to address field conditions Maintenance: I Ifeet. I . - 3. Space stakes evenly around the perimeter of the inlet a maximum of 3 feet to local weather and soil conditions wherever possible to reduce water and fertilizer inputs and lower maintenance overall. equipmentIvehicle fueling will be performed on-site. All vehicle fueling activity will occur in the staging area as described above. Only minor equipmentPriortothestartofconstruction, the contractor schedule preconstruction meeting with Town Staff on site to discuss issues as they relate to andlor as ordered by the Engineer. 1. Inspect the haylstrow bale barrier at least once a week and within 24 hours apart, and securely drive them intb the ground, approximately 18 -inches I 4. Topsoil will be loosened by raking, tilling or other suitable methods. a -site. Both of these proposed activities are to bemaintennce, will occur on . I the propose . d project. These issues will include but not be limited to: I I . . Qualified personnel provided by the Site Contractor shall inspect disturbed areas, I . of the end of a storm with a rainfall amount of 0.5 inch or greater toI determine maintenance needs. For dewatering operations, inspect frequently deep. 4. To provide needed stability to the installation, back sediment fence I Final stabilization should be installed on portions of the site where construction I situated so that drainage facilities or water courses located in the area are not at risk from potential infiltration. All equipment fluids generated from 1. Resource protection and landscape protection zones. I installed erosion and sedimentation control measures, and the locations where before, during, and after pumping operations. Remove the sediment deposits installation with straw/hay bales installed in accordance with requirements activities have permanently ceased but no later than 14 days after construction maintenance activities will be disposed of into designated drums stored on spill 2. Construction vehicle access and parking. vehicles enter and leave the site. These areas sholl.be inspected at least once when sediment deposits reach approximately one half the height of the specified for the straw/hay, bale barrier. . ceases. I . pallets. Absorbent, spill -cleanup materials and spill kits will be available at the 3. Construction methods and scheduling. every seven calendar days and w urs at the end of a storm barrier. 5. Place the bottom 12 inches of, the fabric in a trench and backfill the trenchI combined staging and materials storage area. Drip pans will be placed under 4. Existing site utilities and mark -out coordination. that has a rainfall total of 0.5 inches or greater. Where sites have been 2. Replace or repair the barrier within 24 hours of observed failure. failure of with 12 inches of compacted soil. . All seeded areas will be inspected weekly during construction activities for failure all equipment receiving maintenance and vehicles and equipment parkedI11 5. Material delivery and stockpiling. temporarily or finally stabilized, such inspection shall be conducted at least once the barrier has occurred when sediment fails to be retained by the barrier 1 6. Fasten fabric securely by staples or wire to the stakes. Joints must be until a dense cover of vegetation has been established. If failure is noticed on overnight. Fuel will be delivered to the site on an as needed basis by a fuel I 6. Blasting procedures and safety requirements. every month for three consecutive months. Ibecause: . overlapped to the next stake. I the seeded area, the area will be reseeded, fertilized and mulched immediately. I delivery service. 7. Site Ins ection procedures and as -built drawings. p I I a) the barrier has been overtopped, ,undercut or bypassed by runoff water, 7. It may -b to build a temporary dike on the down slope side of After construction is complete at the site permanent stabilization Measures will be I I No soil, fill or other materials shall be deposited in surrounding inland wetlands. b) the barrier has been moved out of position, or the structure to prevent bypass flow. . I al stabilization is. reached. I Installation Schedule- BMPs implemented for equipment and vehicle maintenance Suggested Sequence of Construction: . . I All temporary storage andlor stockpile areas shall be properly stabilized to prevent c) the bales have deteriorated or been damaged. 3. When repetitive failures occur at the some location, review conditions and Filter Fabric Insert: I I I Seed Mixture For Upland Areas and fueling, activities will begin at the start of the project. I I 1erosion and suitably contained to prevent turbid runoff. I limitations for use and determine if additional controls are needed to reduce Follow sp cifications described by the product manufacturer for effectiveeII LBS.IACRE LBS.11000 S.F. 4. Vehicle Washing: All equipment and vehicle washing will be performed off-site. Installation of Erosion Controls failure rate or replace hay/straw bale barrier. installation. A detail for the bag is included in the Plans as an example1I Kentucky Bluegrass 20 0.45 I 1. Obtain appropriate permits, notify Town officials. of construction Dumping of oil or other deleterious materials on the ground is forbidden. TheI applicant shall provide a means of catching, retaining and properly disposing of I 4. Maintain the hay/strow bale barrier until the contributing area is stabilized. after the upslope areas have nently stabilized, pull the stakes out acceptable er. I I I I Iofan Maintenance filt 20 0.45CreepingRedFescue I 0.10PerennialRyegrass5 I I commencement, and submit construction timetable. drained oil, removed oil filters, or other deleterious material from equipment used of the hay bales. Remove sediment. 1. Sediment should not be allowed to wash into the storm drain inlet. It I 45 1.00 2. Flog the limits of construction, roadway base -line, and right-of-way. on site. Equipment maintenance shall be completed off site to the maximum should be removed from the inlet protection and disposed of and stabilized The recommended seeding dates are: April 1 -June 15 and August 1-Septemb.,er 15 J. On-site construction sequence shall start with the minimum amount extent practical. All oil spills, shall be immediately reported to the Department of Dust Control: so that it will not enter the stormwater drainage system or off site -areas. 1 I I I I of clearinq required to install geotextile sediment fence, sediment Energy and Environmental ProtectionlHozardous Materials Office. Failure to do so I Dust from the site will be controlled by using a mobile pressure-type 2. When the contributing drainage area has been permanently stabilized, 0/1 Vegetative Cover for Detention Basins control berms, andlor haylstrow bales as shown on may result in, the imposition of fines under the applicable Connecticut General distributor truck that will apply potable water at rate of 300 gallons per acre materials and anysediment should be removed, and either salvaged or NEW ENGLAND EROSION CONTROLIRESTORATION MIX FOR MOIST SITES- I and erosion plan. . 4. Install sediment fence, anti -tracking pad construction entrance, and Statutes. I I the. Site Contractor shall be responsible for site inspection and and minimized as needed to avoid ponding. Installation Schedule: Dust control will be implemented as needed once site disposed of properly. I 3. Expected life of a silt fence barrier is 3 months. Maintenance needs and I repairs should be accomplished immediately should the inlet protection fail. The NEW ENGLAND EROSION CONTROLIRESTORATION MIX contains a selectionI 1 I . haylstrow, bales as shown on the plans or.as required. . . I I During construction, I . maintenance to ensure proper performance, of erosion control measures. grading has been initiated, and during windy conditions exceeding 20mph, while I site grading is occurring. Spraying of potable water will be performed once I I of native grosses and wildflowers designed to colonize generally moist, I I recently disturbed sites where quick growth of vegetation is desired to I 5. Install temporary sedimentation traps as required (in some location I . Inspection and maintenance shall include, at a minimum, the following: per day during the months of March through May and no more than three I I 1 Inspection -. . . Inspections of storm drain inlet protection methods should be made before stabilize the soil surface. This. mix is particularly appropriate for detention as proposed stormwater basins, at a minimum). the Contractor shall I - Inspect a// sediment fence, sed' 'ent and erosion control berms and other . Im from June to September or whenever dryness of soil warrants it. I . anticipated storm events (or series of storm events such as. intermittent basins .which do not normally hold standing water. The plants in this mix can tolerate infrequent inundation, but not constant flooding. In New . 6. Following installation of the erosion controls, the Engineer for inspection and. approval of installed erosion control m * s. Repair or replace any damaged portion ineasure . Maintenance Schedule: At least one mobile unit will be available at at/ times showers over one or more days) and within 24 hours after the end of a . England, the best results are obtained with a spring seeding. Summer contact No work shall commence until a// erosion control order to insure its proper and effective operation. Remove accumulated during construction to apply potable water. Each mobile unit shall be storm event of 0.5 inchesor greater, ,and at least weekly. and fall seeding con be successful with a light mulching of weed freemeasures. I I Ihovebeeninstalled and approved.by the Engineer. . sediment if required (greater than 4' depth). . equipped with a positive shutoff valve to prevent over watering of disturbed 2. Where sites have been finally or temporarily stabilized, such inspections may I I I straw to conserve moisture. Late fall and winter dormant seeding require aI . I measures I I Inspect all stockpiles. Repair or replace any damaged portion of erosion areas. be conducted only once per month. . I . I slight .increase in the seeding rate, Fertilization is not required unless the I I co nding these areas in order to prevent downgradient soils are particularly infertile. Phase 2 - Site Preparation . I sedimentation. Inspect restored grossed areas. Revegetate any eroded or disturbed areas Establi5h Stabilized Construction Entrance/Exit: Soil 5tabilization: . I I Vegetative Cover for Disturbed Areas Not Intended to be Mowed . I 1. Clear and grub road right . of -way to the proposed clearing limits to provide permanent stabilization. Reseed andlor revegetate any areas BMP Desc&tionlInstallation: Tem.12oroa Stabilization: I NEW ENGLAND ROADSIDE MATRIX UPLAND SEED MIX" I and remove cut wood. Chip brush and slash, stockpile chips for that do not have a suitable stand of gra oured areas to A stabilized construction entrancelexit shall be installed at the entrance andI I BMP Descdption: Hydromulching will be used on slopes where construction will Grasses: future use or remove off site. i I provide permanent stabilization. I exit to the job site before construction begins. Stabil cease for more than 14 days and over the winter months to stabilize erodible Creeping Red Fescue (Festuca Rubro), Switchgross (Panicum Virgatum), 2. Strip and stockpile topsoil from proposed grading areas after erosion inspect anti -tracking pad. remove and dispose of pad and replace if pad to prevent the off-site transport of sediment by construction vehicles. At the materials. Straw mulch and wood fiber will.be mixed with a tockifier and Little Bluestem (Schizachyrium Scoporius), Inctiongross (Sorghostrum I l measures have been installed. The topsoil is no longer functioning efficiently or accumulated sediment is to a depth entrance and exits to the site, the vehicle anti -tracking pad shall be atI applied uniformly by machine with an application rate of 2 tons (100-200 I Nutons), Big Bluestem (Andropogon Gerardii), Deertounge (PANICUM shall be seeded immediately after stockpiling in order to stabilize - Stockpiled topsoil shall be of 2" below the stone surface. I - Inspect all stone check dams, temporary diversions, and water bars. least the width of the entrance or exit. The crushed stone for the anti -tracking pad at ,the entrance or exit shall be placed over a layer of bales) per acre. The Contractor will use crimping equipment to bind theI mulch to the soil if the tackifier is not effective. Netting will be used on I Clandestinum). the slope and limit sediment runoff. I I I ed and mulched when it is to be stored for more than 21 daysseed I Remove accumulated sediment if required (blocking more than 3" depth of I 9eotextile fabric. I small areas with steep slopes. In areas where hydromulching is inaccessible, I Wildgrosses: I Partridge Pea (Chomaecrista Fasciculato), Wild Blue Lupine (LupinusI I I from time of stockpiling. . I . I flow). Inspect all temporary and permanent stormwater basins. Remove Construction Specifications: straw mulch will be applied by hand at the some application rate. Trefoil (Desmodium . Conadense), Silky Smooth Aster I 1 3. Cut or fill the proposed road corrido to establish proper roadr . accumulated, sediment if required (greater than 6" depth), Revegetate if 1. The width shall be as shown on the plans but not less thon'the full width Temporary Seeding will be used on any area where construction activity is Aster Loevis), Wils Senna (Cassia Hebecorpa), Butterfly -Milkweed (Asclepics I I . I I sub -grade. . necessary to provide stabilization. I of points where ingress curs. At sites where traffic volume isI suspended for more than twenty-one days to stabilize erodible, materials. Tuberoso), Round -Headed Bush Cover (Lespedeza Copitato), Early I 1 4. Excavate and rough grade stormwoter ponds and outlets. . n as dient of all stormwater discharges and development high, the entrance should be wide enough for two vehicles to pass safely. I Flare the entrance where it meets the existing road to provide a sufficient . Refer to the Erosion Control Plan for guidance on seeding mixtures, rates, and Goldenrod , White Vervain (Verbena Urticifolia). I . Phase 3 - Site Utilities and Roadway Construction . I areas. Stabilize any eroded areas if encountered. turning radius. II acceptable planting dates for temporary seeding. Shrubs: I GRAY Dogwo o), Staghorn Sumac (Rhus Typhina). I . . I Erosion and 5ediment Controli3est Management Pradices (13 MP -S)*- 2. The minimum length should be 50 ft. 3. Total depth of rock should be 'at least 6 inches. Fractured stone 2 to 8 in. Installation Schedule: Portions of the site where construction activities will Seed Mix APPlication Rates: 0.80 lbs per 1000 s.f. I I 1. Reconfigure erosion controls as required. I . 1 2. Install C111 sanitary sewers and drainage facilities starting at the I Note: Erosion and Sediment Control BMP's 'are to be inspected at least weekly and diameter (for the base layer) and crushed stone 2 in. diameter or reclaimed temporarily cease for more than 14 days will be stabilized with mulch. Where I construction activities will temporarily cease for more than 21 days it will be I . Spill Prevention and Control Plan: . outfall and proceeding upgrade. Install remaining utilities (water, gas, after rain events with greater than 0.5 inches of rainfall. Inspection logs must be or recycled concrete equivalent (for the top layer) shall be used. temporarily seeded. Winter stabilization will. be provided between .December 25 I I fiber optic, telephone). Ensure that the drainageelectric, cob/e. maintained on site. . 1 4. Include geotextile (filter, fabric) with the products placed. over the entire area and March 30. .1 1. Vehicle Maintenance: Vehicles and equipment will be maintained off-site to I I I . outlet protection is in place prior to any flow -being allowed to I Minimize bisturbed Area and Protect Natural Features and 5oil: to be covered with aggregate. The geotextile should be a woven or nonwoven fabric consisting only .of continuous chain polymeric filaments or . I I Maintenance and Inspection: Mulched areas will be inspected weekly to ensure the maximum extent practical. All vehicles and equipment including subcontractor vehicles will be checked for leaking.. oil and fluids. Vehicles I I discharge. I and.processed Topsoil: I yarns of polyester. The geotexti/e should be inert to commonly encountered that adequate coverage i . s provided. Repairs will be conducted as needed. I leaking fluid will not be allowed on-site. I I I 3. Place, grade and compact the crusher run stone the Topsoil will be removed and stockpiled on site and utilized for final grading. I chemicals, hydrocarbons, mildew, and rot resistant. 2. 1 Vehicle Fueling: Refueling of vehicles and equipment shall be conducted in a aggregate in the roadway base in accordance with construction Additional topsoil, if required, will be supplied from an off-site source. Excess 5. Runoff from a stabilized construction entrance should drain to a sedimentII Permanent Stabilization: designated lay -down area, .at least 100 feet from wetlands or drainageI detail. materials resulting from 'cut slopes" in the areas of the proposed construction trap or protected inlet. Permanent stabilization will be completed within 14 days after the site isI structures. The location within the lay -down area shall be comprised of an 1 4. Grade all adjacent sloped areas to within 2 feet of the proposed that are not intended for reuse will be immediately removed from the site. 11 1 6. Clear a// vegetation, roots, and a// other obstructions in preparation for brought to its final grades. I impervi . ous surface without access to any subsurface drainage structures. A curbing and place topsoil. When soil is stockpiled, the slope of the stockpile will not exceed 2 horizontal grading. Prior to placing geotextile (filter fabric), make sure that the spill cleanup kit shall be maintained at the fueling location. 1 5. Install first Course of bituminous concrete. . to 1 vertical. I entrance is properly graded and compacted. io - All areas will be inspected weeki duringMaintenanceandInspectn. y 2. Hazardous Material Storage: Hazardous materials including but not limited to 6. Install bituminous concrete lip curbing in. locations as shown on the I Installation Schedule: As noted, excavated topsoil will be stockpiled on site. 11 I construction for failure until a dense vegetation cover has been established. fuel, oil and petroleum products and solvents will be stored in on approved I plans. ill placed around any stockpiles that are not immediately Maintenance I covered storage.unit and provided with secured secondary containment with I I I road17. Grade all areas. immediately adjacent to the back of BCLC or . removed from the site to protect the existing drainage ditches and off site n1. .The entrance should be maintained in a co dition that will prevent tracking 51ope Protedion: . an im ervious floor in accordance with federal and municipalp . regulations. ired a soil. I Iareas. I or flow of mud onto the existing paved roadway adjacent to the project. site. 2 in. (as Erosion Control Blanket: . . . . 3. Spill Kits: Spill kits will be stored within the material storage area and I 8. Apply stabilization measures to remaining disturbed areas in pection: The cut and fill areas will be inspected weekly.forMaintenanceandIng These areas will be stabilized immediately with erosion controls or This may require periodic top dressing with additional stone conditions demand) and repair or cleaning of any structures used to trap I BMP Desc&tion: Erosion control blankets will be used to provide stabilization . concrete washout areas. I 4. .Spills: All spills wilI be cleaned up immediately upon discovery. Spent accordance with the erosion and sediment control plan (topsoil, erosion. graded to avoid.possible disturbance to the existing drainage ditches or off sediment. on steep (3H:lV or greater) interior side slopes and immediate stabilization. for swales. The blanket shall cover the entire graded side slopes. The side slope I s I absorbent materials and rogs will .be hauled off-site immediately after theI seeding, sodding, mulching,. etc.) site areas. See also maintenance and inspection procedures for silt fence. 2. All materials spilled, dropped, washed, or tracked from vehicles onto shall be seeded and mulched before the blanket is applied. The blanket shall I I - spill is cleaned up for disposal at the appropriate landfill. Spills of petroleum I I 9. Inspect and clean drainage System,. as needed. Establish Perimeter Controls and 5ediment BQffiers: I I . roadways or into storm drains should be removed immediately. When I be installed in a 12 inch wide by 6 inch deep trench in the upside of the products or hazardous chemicals will be promptly reported to the National I 1 10. Install the final course of bituminous concrete pavement. Area for Silt to Accumulate: I necessary, vehicle wheels should be cleaned to remove sediment prior to I slope, and stapling the leading edge of the blanket in the trench. The blanket Response Center at 1 CT DEEP at 1-800-424-3338. 1 BMP/Installation Schedule: Before any grading operations begin, a sediment entrance onto the existing paved roadway. -When washing is required, it I I I I shall be rolled down the slope slowly to maintain soil contact. and stapled. at I In accordance with 'Connecticut General Statutes, ,the Contractor shall, within Report I Phase 4 - Building Construction I and erosion control berm or sediment fence will be installed adjacent to the should be, done on an area stabilized, with aggregate that drains into an I12inchintervals. The blankets can be overlapped a minimum of 2 inches and 1 124 hours of verbal notification, complete a written of Petroleum or I , I I areas under construction just outside the limits of disturbance. , I . I approved sediment trap or protected inlet. . stapled at the overlapping edge. I I Chemical Product Discharge, Spillage, or Release' and mail it to C DEEP, I 1. Excavate and form building foundationsIslobs and install utility Other adjacent off site areas -will always be protected by a sediment fence or 3. Trapped sediment should be removed from the site or stabilized on site andI . I I I . Bureau of Waste Management, 79 Elm Street, Hartford, CT 06106-5127. I ' I . I IanotherBMPuntilfinalstabilizationisachieved. I . I . I . prevented from entering storm drains, ditches, or waterways. Disturbed soil Installation Schedule: The erosion control blankets will be installed after grading 5. Safety data sheets, a material Inventory, and emergency contact informationservices. 11 tionsIslabs. 1 2. Pour concrete for building foundo I Maintenance and Inspection: The graded areas and sediment,.fence will be inspected weekly to ensure that there are no structural failures and . I areas resulting from removal should be permanently stabilized. 4. The stabilized construction entrance may be removed after final site I .. .. of the side slopes and swales is complete. . I I I I . . . will be maintained at the on-site project trailer. 3. Remove forms.and rough grade sites around buildings. immediately after rain events. I I . stabilization is achieved or after the temporary BMPs are no longer needed. Construction 5p6cificdtions: 1 Installation Schedule: The spill prevention and control procedures will be 1 4. Construct proposed buildings. . pecificotions . Construction 3 I I . Erosion Control Blanket: I . begins on-site. implemented once construction 5. Place processed aggregate and pavement for driveways. .Restore lawn areas with topsoil. . . Sediment and Erosion Control Berm: The material for sediment and erosion control berms will be acquired in Inspection: I I I 1. Inspect the anti -tracking pad weekly, and immediately following storm events I . 1. Biodegradabl ll ero (RECPs) are typically composed of jute fibers, curled wood fibers, straw, coconut fiber, or a combination of Spill Prevention and Control Best Management Practices (13MV Phase 4 - Final Seeding and Cleanup conjunction with the removal and chipping of trees located within the project area. Installation: Erect sediment and erosion control berm in a continuous fashion with 0.5 inches or greater of total rainfall. I 2. Inspect loco/ roads adjacent to the site daily. Sweep or vacuum to remove these materials. In order for an RECP to be considered 100/1. biodegradable, I the netting, sewing or adhesive system that holds the biodegradable mulch I . I I . 1. Material Handling and Waste Management: I I I I I . at the specified height and.width. I I visible accumulated sediment. I fibers together must also be degradable. . I I I 1. Reconfigure erosion controls as required. . I 2. Install topsoil in lawn areas and amended topsoil -and landscape Maintenance: I 1. Sediment should be removed once it has accumulated to a depth of 40'. 1 I Retain 5ediment On;site and Control Dewatering Practices: a. Jute is a. natural fiber that is made into a yam that is loosely woven into a .biodegradable mesh. It is designed to be used in conjunction with Waste Materials: I All waste materials will be collected and disposed of into metal waste I I . with the plans. materials in stormwater 3. Following of final the contractor shall loam, 2. Berm should be repaired if it has been breached. I . left in place permanently and left to deteriorate. . 3. Berm can be Size and construct the basin ., the requirements of the Connecticut Guidelines for Soil Erosion and Sediment Control, May 2002" vegetation and has longevity of -approximately one year.. The material is supplied in rolled strips, which, should be secured to the soil with clumpsters in designated areas. Dumpsters will have a secure tight lid, be laced away from storm water drains and structures, and will meet all federal, p I 1 ,the completion grading, I 1 seed, and mulch all remaining disturbed areas. All disturbed areas I 4. All sediment accumulated at the berm should be removed and properly I disposed of if the berm is- to be removed. I I I I . I . U-shaped staples or stakes in accordance with manufacturers' _ I . state, county, and local regulations. Only trash and construction debris will be placed in the dumpsters. Construction materials will not be buried on site. Ithtopsoilandseeded. and mulched according to I Site Preparation: recommendations. I I this plan. I . I I Sediment Fence: . I . Clear, grub and strip topsoil to remove trees, vegetation, roots, or other unsuitable b.Excelsior (curled wood fiber) blanket material should consist of machine Maintenance and Inspection: The dumpsters will be inspected weekly and I 1 4. Remove temporary erosion and sediment controls (e.g. geotextile silt I I 1. The material for sediment fences should be a pervious sheet of synthetic material from areas under the embankment or any structural works related to the Ibasin. produced mats of curled wood -excelsior with 80 percent of the fiber 6I in. or longer. The excelsior blanket should be of consistent thickness. immediately after storm events. The dumpster will be emptied weekly or more I I . fences) after final stabilization has been completed (3 man I ths I fabric such as polypropylene, nylon, polyester, or polyethylene yam.. to the filter fabric should be Wood or metal. Wooden Clear and grub the area of most frequent inundation (measured from the top ofI I The wood fiber must be evenly distributed over the entire area of theII frequently if needed, and taken to an appropriate landfill. following the end of construction, activity). been remove 2. The stakes used anchor stakes should be at least 3 feet long and have a minimum .diameter of 2 the outlet control structure) of a// brush and trees to facilitate clean out and blanket. The top surface of the blanket should ,be. covered with a The blanket be Hazardous Waste Materials: reas hove stabilized, 5. After 0 final graded disturbed a . . all erosion and sediment structures (hay bales and wood chip berms I in oak is used. Stakes from soft woods. like pine I restoration. . I Install s ntrols for contributing areas. Install sediment controls to trap should smolderphotodegrodable - extruded plastic mesh. I - toxicresistantwithouttheuseofchemicaladditivesandshouldbenon BMP Desc&tion: AIt hazardous waste materials including oil filters, petroleum and equipment maintenance fluids will be stored in structurallyI . to decay in-situ).. Clean all stormwater structures ofmayremainI should be at least 4 inches in diameter. I - J. Erect sediment fence in a continuous fashion from a single roll of fabric to sediment before it enters and leaves the detention basin construction site. Stabilize and non -injurious to plant and animal life. Grade and shape the area products, point, sound and -sealed shipping containers in a designated area. Hazardous waste I debris. eliminate gaps in the fence. if a continuous roll of fabric. is not available, I the fabric from both directions only at stakes or posts. overlap. at the basin in accordance with the engineered design, stabilize the spoil and borrow areas, and other disturbed areas in accordance with the temporary seeding or of installation. I . . 2. Remove all rocks, clods, vegetation or other obstructions so that the materials will be stored in appropriate and clearly marked containers andI segregated from other non-wo.ste materials. Secondary containment will be I . Anticipated Construction Schedule I I overlap least 6 inches. Excavate a trench to bury the bottom of. the fabric fence at least 6 inches below the ground surface. This helps to prevent gaps from permanent seeding, whichever is applicable. Install safety features and devices to protect . humans and animals from such installed blankets or mats . will. have complete, ,direct contact with the soil. 3. Prepare seedbed by loosening 2 to 3 in. of topsoil. provided for all waste m . aterials in a designated area and will consist of commercially available spill pallets. Additionally, a]/ hazardous waste materials Phase Descriotion Estimated DurationNO. . forming near the ground surface. Gaps would make the fencing useless as a accidents as failing or drowning. Temporary fencing can be used until barrier 1 plantings are established. Use protective measures such as guardrails and fences 4. Seed t . he area before blanket installation for erosion control and revegetation. 1 5. Seeding after, mat installation is often specified for turf reinforcement ccordance with federal, state county, and loco/ regulations. Hazardous waste materials will not be disposed of into the on-site I Installation of erosion controls 1 week . I 3 to 4 months2Site s I 4. The height of the fence posts should be 16 to 34 inches above the original1 on spillways and impoundments as needed. I I application. When seeding prior to blanket installation, all check slots and 0 a . . ther are s disturbed during installation must be re -seeded. Where soil I I I Idurnpsters. I 1preparation 3 Site utilities and roadway construction . 4 to 6 months 1 ground surface. Space the posts no more than 10 feet apart. 5. The fence should be designed to withstand the runoff from a 10 -year peak I IMaintenance: I filling is specified, seed the matting and the entire disturbed area after I . I Maintenance and Inspection: The ho;,ardous waste materials area will be I 4 Building construction 2 to 3 years 5 paving, final seeding, and cleanup 1 to 2 months storm event. Once installed, it should remain in place until all areas upslope tly stabilized by vegetation or other means. Inspect the temporary sediment basin at least once a week and within, 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater to determineI installation and prior to filling the mat with soil. . 6. Fertilize and seed in accordance with seeding specifications or other types of I inspected weekly and, after storm eVents. The storage area will be kept clean, well artiple cleanup supplies as appropriate for 1. 1 1 6. In areas where the sediment fence is installed perpendicular to a slope, 10 I conditions in the basin . Clean the sediment basin of sediments when sediment accumulation exceeds one half of the wet storage capacity of the ba landscaping plans. When using jute matting on a seeded area, apply approximately half the seed before laying the mat and the remainder after organize the materials being stored. Safety 'data sheets, material inventory, and I I . . I foot long sediment fence -* s should be installed at a 50 footchecks' or 7 the de th of available pool is reduced to 18 inches, whichever is achieved first. p laying the mat. . I I I emergency contact numbers I will be maintained in the office trailer. I I I P 2016 BOUNDARIES LLC I interval to prevent undermining of the sediment fence .due to channelizedI I Sediment levels shall be marked within the sediment storage area by stakes or 7. Check slots are made of glass -fiber strips, excelsior matting strips or tight I AV T 115DRAWING IS THEPROPERTY OFBOUNDARIESLLC AND HASBEEN SPECIFICALLY flow along th of the fence. I I other means showing the threshold elevation for -sediment cleanout. Prior to the folded jute matting blanket or strips for use on steep, highly erodible PUEPARED FOR THE OWNER OF THISPROJECT, ATTHIS SITE, ANDISNOT TO BE I DUPLICATED OR USED INPART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION I . I the basin through -pumping or other means toremovalofsediments, Dewater , I OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. I expose previously submerged sediments. Do not allow accumulated sediment to I I I I . a - _____.__________ I ___ ______________ _________________________- I - --- - 11 SCALE: As Noted DATE: November 2016 JOB I.D. NO. 14-2320-2 1 II Revisions . Rev: May 9, 2017, Add Wetlands, Revise G ra d ing Lots 1, 2, 5, 139.& 40 a nd Add Cutoff Trench I Rev: J u . ne 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Pet Town Staff/Towr Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval I S H E ET N 0"'. 1 17 . Z'_ Iz rift.J WMAM Ma 1) L_ L_ 0 I I Z C: . I I J (D 3 U ll I I 6wo Q C: . J U 0 D 1) 4-J 0 C: C c (1) 0440 LL. a U 0 aj L. C: U L_ a- 4-J 10 C: ukk 0'.. 1) C: I V) a. 01 0 1 AM I W C U, -2 . U C a) 3) o ro U00. 0 E C a) C D L_ WU0. n J M aa 0 L. 0 0 M A%=%L U a) U. 0 E W " 1 +_J a) a 0L_ +.J 0 a) L. M r J _ 0U, r - W 0 4-J 0. C: M 0 WA 11.900 S. Q. 0 4-J U C: a . 0 70 U I2 0 +_J I .1 I C: . 0 0i r -i E VIOT 0i Ln co I C I 10 ILn 0 L_ LU SCALE: As Noted DATE: November 2016 JOB I.D. NO. 14-2320-2 1 II Revisions . Rev: May 9, 2017, Add Wetlands, Revise G ra di ng Lots 1, 2, 5, 139.& 40 a nd Add Cutoff Trench I Rev: J u . ne 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Pet Town Staff/Towr Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval I S H E ET N 0"'. 1 17 . Z'_ Iz rift.J WMAM Ma EXISTING PAVED ROAD 15' PAVED APRO 50' MINIMUM 6 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 o a o v 0 0 0 _ - 0 0 0 O O O O O o 0 0 0 p O O a - - - 000000 O O o 0 0 0 0 0 0 0 0 0 0 o I - 0 g O 0 0 0 0 0 0 0 0 q 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - a o oa a a o a a a a p a o a o a I— R=10 MIN (TYP) 0 0 0 0 0 0 0 0 0 o a o 0 0 0 o q00000000000ovooao00000oao0oovo0000000000oao0000000oaOo00000000000oaov0.°o°0.000000°0°0°o°o°o°o°o°o°o°o°°° O O a p O 0 0 0 0 0 0 0 0 0 0 0 a 0 0000000000000oaoao00 6 00o0oogo0000000ao0° CT. DOT 13 STONEOOOOOOOOOOOOOp000000°0°0°0°0°ap0°0°0°0°0°00°00000° O0°0°0°0°0°0°0°O°0°0°0°0°0pMINIMUM - — °°°°°°°°°°°0000°°0000° 00006060606°6060o0000000 0 00 14' OR FILTER FABRIC AS REQUIRED ANTI -TRACKING AD NOT TO SCALE EXCAVATE TRENCH 4" AND BACKFILL & COMPACT PLACE FILL UP-SLOPE OF TRENCH EXCAVATED FILL ALONG HAY BALE EXISTING GRADE FLOW ----ate PLACE HAY BALE AND STAKE WEDGE LOOSE HAY - SECTION FIRST STAKE AT ANGLE TOWARDS BETWEEN BALES PREVIOUS LAID BALE STAKES ARE 18" MIN. INTO GROUND 2)-2"x2 "x3' STAKES znz EMBED HAY BALE 4" OR REBAR PER -BALE MIN. INTO SOIL ELEVATION HAY BALE BARRIER DETAIL NOT TO SCALE FILTER FENCE C 10 Dt((P •) MAX COMPACTED BACKFILL EXCAVATE r 6 "x 6" TRENCH FLOW x: EXISTING GRADE 12 MIN. DEPTH UNDISTURBED GROUND SEDIMENT I NOT TO SCALE SYNTHETIC FABRIC FILTER FENCE 10t M WOOD POSTS COMPACTED BACKFILL STAKED HAYBALE----\ 12 "MIN. L/%V/lr/-irL V A V (1\Lr rV(1 ON UPSLOPE SIDE OF WOOD POSTS SEDIMENT FENCE BACKED BY HAY BALE BARRIER DETAIL WOOD CHIPS -----,1l` 2.5' NOT TO SCALE UTILIZE CHIPPED MATERIAL FROM SITE CLEARING OPERATIONS WOOD CHIPFILTER BARI R NO I IU )ALL O 2016 BOUNDARIESLLC THIS DRAWING 15 THE PROPERTY OFBOUNDARIESLLC AND HASBEEN SPECIFICALLY MP PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND ISNOTTO BE DUPLICATED OR USEDIN PARTOR WHOLE FORANYOTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THEEXPRESSED WRITTEN CONSENTOF BOUNDARIES LLC. DUMP STRAP INSTALLATION C710' DETAIL INLET SEDIMENT CONTROL DEVICE OPTION #1 NOT TO SCALE V O 17 0 CATCH BASIN p ® ANCHOR EACH BALE WITH TWO 2"X2"X3' STA. FLOW FLOW n o 1 , ti, p p p 274" WOODEN STAKES II `` r II DRIVEN MIN. OF 12" I 11 q1 i I1 1 I I INTO THE GROUND HAY BALE FILTER INSTALLATION AT SILT FENCE INSTALLATIM ATCATCHBASINSATLOWPOIN.LS CATCH BASINS AT LOW POINTS INLET SEDIMENT CONTROL DEVICE OPTIONS #2 & #3 NOT TO SCALE PROPOSED M11 nrernv 2% MAX. SLOPE BOTTOM OF WATER BAR CHANNEL PERPENDICULAR SECTION FLATTER SIDE SLOPES AND ADJUST FOR VEHICLE CLEARANCE AND WHEEL BASE 20' X 25' X 6" BLANKET OF 3/4" TO 1-112 STONE. SEDIMENT -LADEN WATER FROM PUMP OPENING AND STRAPTRAP CLOSURE FOR UP TO 4" HOSE 15' PLAN VIEW PUMP DISCHARGE EXTEND FABRIC 5' BEYOND STONE HOSE (4" MAX) 6" THICK STONE BLANKET 00 I I. i1 I -I -I -I11-1 I i=) I1 I -I 1 I-1 I11III-1 I -III -III -111--I 1 I -I I -III -1 I I--1 1-1 11-i 11=III-.1PREPAREDSUB -GRADE OR I I-1 I I- - [ ISI I 1-(I 1-1 I I ; ,III -III-I I f -I -1 I I- ' UNDISTURBED GROUND GEOTEXTILE FABRIC UNDER STONE FOR EASE OF REMOVAL PROFILE VIEW NOTES: 1. GEOTEXTILE BAG MATERIAL SHALL BE A NON -WOVEN MATERIAL. 2. DO NOT OVER PRESSURIZE BAG OR USE BEYOND CAPACITY. 3. LOCATE DISCHARGE SITE ON FLAT UPLAND AREAS AS FAR AWAY AS POSSIBLE FROM STREAMS, WETLANDS, AND OTHER RESOURCES AND POINTS OF CONCENTRATED FLOW. 4. DOWNGRADIENT FROM RECEIVING AREA MUST BE WELL VEGETATED OR OTHERWISE STABLE FROM EROSION, E.G., FOREST FLOOR OR COARSE GRAVEL/STONE. GEOTEXTILE DEWATERING AG NOT TO SCALE 6' MIN. 18" 9" MAX.MAX ROADWAY SECTION WATER_ BAR DETAIL PLACE MODIFIED RIPRAP AT DISCHARGE OUTLET (CT. DOT M. 12,02) PUMP DISCHARGE PIPES) PROVIDE PUMP SURGE ENERGY DISSIPATORS AS REQUIRED) s EXCAVATED AREA r- SILT FENCE ALONG ENTIRE INSIDE FACE OF STRAW BALES o s STAKE STRAW BALES AND EMBED 4" MIN 1 — moi II , q ------------ B A sI IJ I4 a I OUTLET SPILLWAY WEIR MODIFIED RIPRAP DISCHARGE APRON APRON TO EXTEND TO DISCHARGE 12" MODIFIED RIPRAP; 6" GRAVEL BASE, PRINT AT DRAINAGE SYSTEM, \ WETLAND, OR WATERCOURSEEROSIONCONTROLFABRICBELOW) 8 PLA I LATERAL CROSS AS NEEDED 6 OUTLET SPILLWAY WEIR 4" EMBEDMENT FABRIC IMBEDED \/\ GRADE /\ .\ /,\ /•\ /,\ /\! 0 EXCAVATED AREA FLAT BOTTOM SECTION A -A 2' MIN MODIFIED RIIPRAP OUTLET SPILLWAY WEIR CT DOT 13 CRUSHED STONE OR GRAVEL (6" DEPTH) STRAW BALE HEIGHT MINUS 6" 2 MODIFIED RIPRAP DISCHARGE APRON 1 ° ° 2 (12" MODIFIED RIP RAP; 6" GRAVEL VARIES ° 1 BASE, EROSION CONTROL FABRIC BELOW) APRON TO EXTEND DISCHARGE POINT AT 0 DRAINAGE SYSTEM, WETLAND, OR WATERCOURSE NOTES: SECTION -B 1. THE CONTRACTOR SHALL SIZE BASIN BASED ON THE SELECTED PUMP DISCHARGE FLOWS, AND ENLARGE AS NECESSARY AT NOADDITIONALCOSTTOTHEOWNER, TO ALLOW FOR PROPER FUNCTION OF THE BASIN. 2. ALTERNATE PUMPING SETTLING BASINS OR FRACTIONATION TANKS MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. TYPICAL PUMP SETTLING ASIN NOT TO SCALE PUMP SUCTION LINE -I TOP OF CRUSHED STONE BOTTOM OF TRENCH EXCAVATION BASKET STRAINER ON PUMP INTAKE FILTER FABRIC LINING BETWEEN CLEAN CRUSHED STONE ° ° ° ° \ CRUSHED STONE AND EXISTING SOILS SIDE SLOPES TO MEET OSHA TRENCHING. REQUIREMENTS NOTES: 1. THE CONTRACTOR SHALL SIZE SUMP BASED ON THE SELECTED PUMP DISCHARGE FLOWS, AND ENLARGE AS NECESSARY AT NO ADDITIONAL COST TO THE OWNER, TO ALLOW . FOR PROPER FUNCTION OF THE SUMP. 2. MINIMUM SUMP DIMENSIONS ARE 2' DEEP (MEASURED FROM THE BOTTOM OF THE TRENCH EXCAVATION) AND 2' DIAMETER. 3. CRUSHED STONE SHALL BE NO SMALLER THAN CT DOT #67 SIZE NOR LARGER THAN CT DOT #3 SIZE4. SUMPS SHALL BE EXCAVATED AND RELOCATED AS REQUIRED TO MAINTAIN A DRY EXCAVATION. 5. ALTERNATE PUMP INTAKE PROTECTION AND DEWATERING METHODS MAY BE USED WITH PRIOR APPROVAL OFTHEENGINEER. TVDir 1 DI IAAD IKJT Vr: n9:T®11 NOT TO SCALE nT nf)T kin Z er/netr /r+nr le'l ern\ Sl VNE CHECK DAM SECTION N07' TO SCALE INITIAL TRENCH AT TOP OF SLOPE LANDLOK 450 PERMANENT TURF REINFORCEMENT MAT --\ PIN OVERLAP AT EDGE / OF ROLL (TYP.) o/ TERMINAL TRENCH AT TOE OF SLOPE --1 SLOPE _STABILIZATION COMPACTED BACKFILL HINGE POINT 2-3 FT z z MIN 5 LANDLOK 450 PERMANENT TURF REINFORCEMENT --- - 1=1 I,III„rlll,,.11l FACE OF SLOPE PREPARED SUBGRADE) 12 1N MIN INITIAL TRENCH PINS FACE OF SLOPE PREPARED SUBGRADE) LANDLOK 450 PERMANENT TURF — REINFORCEMENT COMPACTED BACKFILL —I i I Ir 12 IN MIN Z 12 IN MIN N PINS TERMINAL TRENCH NOTE.• INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. PERMANENT SLOPE AND SWALE STABILIZATION NOT TO SCALE A. BURY THE TOP END OF THE JUTE STRIP IN A TRENCH 6” OR MORE IN DEPTH. fpro\ B. TAMP THE TRENCH FULL OF 14 SOIL. SECURE WITH ROW OF STAPLES, 6" SPACING, 4" ( ro \ 4 YDOWNFROMTHETRENCH. C. OVERLAP --BURY UPPER \4 END OF LOWER STRIP AS IN A' AND ' 'B'. OVERLAP END OF TOP STRIP 4" AND STAPLE. D. EROSION STOP --FOLD OF \4 \ \ \4 JUTE BURIED IN SLIT TRENCH AND TAMPED; DOUBLE ROW OF STAPLES.` TYPICAL STAPLES NO. 8 GAUGE, WIRE 10" -^ --- NOTES: SCALE: 1. 4" OVERLAP OF JUTE STRIPS AS O e WHERE TWO OR MORE STRIP DATE: WIDTHS ARE REQUIRED. STAPLES November 2016ON18" CENTERS. 2. STAPLE OUTSIDE ON 2' CENTERS. JOB I.D. N0. GRASS SWALE STABILIZATION 14-2320-2 JUTE NETTING TEMPORARY SLOPE Revisions AND SWALE STABILIZATION Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add NOT TO SCALE Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town ITC' Engineer Comments 2' MIN MODIFIED RIPRAP OUTLET SPILLWAY WEIR CT DOT #3 CRUSHED Rev: June 20, 2017, Per Town Staff/Town STONE (6" DEPTH) EMBANKMENT HEIGHT MINUS 12" Engineer Comments Rev: July 20, 2017, Per Planning and i RIPRAP DISCHARGE APRON Zoning Conditions of Approval 1 °--I 1 (12" MODIFIED RIP RAP, 6" GRAVEL BASE) 1.5 OR FLITTER A SHEET NO, APRON TO EXTEND TO i UNDISTURBED SOILS 1 SEDIMENT TRAP SPILLWAY DETAIL 4:. l l 1 NOTES: SCALE: 1. 4" OVERLAP OF JUTE STRIPS AS O e WHERE TWO OR MORE STRIP DATE: WIDTHS ARE REQUIRED. STAPLES November 2016ON18" CENTERS. 2. STAPLE OUTSIDE ON 2' CENTERS. JOB I.D. N0. GRASS SWALE STABILIZATION 14-2320-2 JUTE NETTING TEMPORARY SLOPE Revisions AND SWALE STABILIZATION Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add NOT TO SCALE Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town ITC' Engineer Comments 2' MIN MODIFIED RIPRAP OUTLET SPILLWAY WEIR CT DOT #3 CRUSHED Rev: June 20, 2017, Per Town Staff/Town STONE (6" DEPTH) EMBANKMENT HEIGHT MINUS 12" Engineer Comments Rev: July 20, 2017, Per Planning and2ORFLATTER 2 OR FLATTER MODIFIED RIPRAP DISCHARGE APRON Zoning Conditions of Approval 1 °--I 1 (12" MODIFIED RIP RAP, 6" GRAVEL BASE) 1.5 OR FLITTER A SHEET NO, APRON TO EXTEND TO UNDISTURBED SOILS SEDIMENT TRAP SPILLWAY DETAIL NOT TO SCALE 22(TYP.) 6" CURB (TYP.) SEE PLANS) (SEE DETAIL) PROPOSED 114'/FTGRADE i14,IFT TIL, I I=11 ISI 11= 1=1 I h ^ I =1 11= Imo! 11=1 I I-1 I i-1 I(-1 PROPOSED GRADES SEE PLANS) 1-1/2" CLASS 2 BITUMINOUS CONCRETE-1fi" PROCESSED GRAVEL BASE PER 1-1/2" CLASS 1 BITUMINOUS CONCRETE D.O.T SPEC 817 GRADE "C" 8" GRAVEL SUBBASE PER D.O.T. SPEC 817 GRADE "B" NOTES: 1. THE DRY DENSITY OF THE BASE & SUBBASE AFTER COMPACTION SHALL NOT BE LESS THAN 957 OF THE DRY DENSITY FOR THAT MATERIAL WHEN TESTED IN ACCORDANCE WITH AASHTO T180, METHOD D. 2. BITUMINOUS PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH D.O.T. SPEC 817 SECTION 4.06. ROADWAY CR055 SECTION NOT TO SCALE 0/1 F PGS 48' 79' 9" CURB DETAIL CURB TO MEET CTDOT STANDARDS PAVEMENT AND ROAD BASE TO EXTEND 3"f BEYOND BACK OF CURB SEE CURB LING TO OF CURB BITUMINOUS CONCRETE LIP CURB DETAIL NOT TO SCALE UNDISTURBED EXISTING PAVEMENT PAYMENT UNDISTURBED EXISTING PAVEMENT LIMITS TRENCH WIDTH I PAVEMENT PROVIDE 4' OF BITUMINOUS CONCRETE CLASS i EXISTING PAVEMENT DEPTH UNKNOWN PROPOSED PAVEMENT SAWCUT LINE (TYP. BOTH SIDES) PROVIDE 12' MIN. COMPACTED CONTRACTOR'S ACTUAL GRAVEL. SUBBASE EXCAVATION NOTE: 1. CONTRACTOR REQUIRED TO MAINTAIN TRENCH SURFACE THROUGHOUT THE PROJECT 2. SEE UTIUTY TRENCH DETAILS FOR LIMITS OF EXCAVATION AND PAYMENT. 3. SAW CUT PAVEMENT WITH POWER DRIVEN SAW AT TRENCH UM1TS PRIOR TO EXCAVATION. SAWCUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 4. REMOVE ENTIRE WIDTH OF PAVEMENT. 5. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED CAPACITY OF 90 PSL 6. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE WITH THE PROPOSED EDGE. TYPICAL CROSS SECTION FOR TEMPORARY TRENCH PAVEMENT NOT TO SCALE UNDISTURBED EXISTING PAVEMENT PAYMENT OMITS UNDISTURBED EXISTWG PAVEMENT TRENCH WIDTH + 24' PAVEMENT PROVIDE 4' BITUMINOUS CONCRETE (2-1/2' OF BITUMINOUS CONCRETE CLASS I BINDER COURSE AND 1-1/2' OF BITUMINOUS AFTER FINAL PAVEMENT CONCRETE CLASS 2 TOP COURSE) OR MATCH EXISTING, WHICHEVERJOINTSSHALLBESEALEDISGREATER. PROVIDE TACK COAT BETWEEN LAYERS W17 -H 85/100 ASPHALT OR APPROVED EQUAL FULL DEPTH SAWCUT FOR LENGTH OF TRENCH 7YP. EACH SIDE) I EXISTING BITUMINOUS CONCRETE DEPTH UNKNOWN EXISTING SUBBASE DEPTH UNKNOWN ALL VERTICAL EDGES OF REMAINING PAVEMENT SHALL BE PAINTED WITH A PROVIDE 12' OF COMPACTED UGHT COAT OF ASPHALT EMULSION TRENCH WIDTH PROCESSED AGGREGATE EXISTING SUBBASE DEPTH UNKNOWN PROPOSED PAVEMENT 12' CONTRACTOR'S ACTUAL 12' SAWCUT UNE (TVP. BOTH SIDES) EXCAVATION NOTE 1. CONTRACTOR REQUIRED TO MAINTAIN TRENCH SURFACE THROUGHOUT THE PROJECT. 2. SEE UTILITY TRENCH DETAILS FOR OMITS OF EXCAVATION AND PAYMENT. 3. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12' FROM THE EXISTING EDGE. SAWCUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 4. REMOVE ENTIRE WIDTH OF PAVEMENT. 5. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED CAPACITY OF 90 PSI. 6. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE WITH THE PROPOSED EDGE. TYPICAL CROSS SECTION FOR PERMANENT TRENCH PAVEMENT NOT TO SCALE 2016 BOUNDARIES LLC THISDRAWING IS THE PROPERTY OFBOUNDARIESLLCANDHASBEEN SPECIFICALLY PREPAJRED FOR THE OWNER OF THISPROJECT, ATTHIS SITE, AND ISNOTTO BE DUPLICATED OR USEDIN PARTOR WHOLEFOR ANYOTHER PURPOSE, PROJECT, LOCATION OR OVINER WITHOUTTHEEXPRESSED WRITTEN CONSENTOF BOUNDARIESL.L.C. OF ROAD r/ I I I I o z. 1 PLAN MOM i OF ROAD 12' 59 SLOPE OR LESS WITHIN 10' OF ROAD 1-1/2' LIP VARIES 10' 10' 1 SAG CURVE IN DRIVE OF ROAD 10'-0" 59 SLOPE OR LESS WITHIN 10' OF ROAD 11' SPLIT RAILS WITH TAPERED TIPSt -1 2" LIP— o _ 70 MEET SLOTS" 3.5 6„ 9 - VARIES — a---— 10' 10' CREST CURVE IN DRIVE „ 1 -6 2" BIT. CONC. PAVEMENT (MIN.) 6"X6"X8' POST WITH ELLIPTICAL --- HOLES (TYPICAL) 1 –6 EXISTING GRADE 11 III IIIIII _ III — III_ _ 11 11 _ I— — II III III- III_111_111— _ III III—I-.6 -— Una= 111=1 I I:° —I 11-1 11-1 11MPI=1 11=1 I —I I I-1 f f—III-1 11-111-1 I f=1 11=1 I I—Ii I-1 I l=1 _I I f1II—I a i I 1=1 11-1 11=11=f 1=1 I I—i I I—I 11—' I II I I 3'—s" 1 11=1II— 1 EXISTING SOIL III— 8" BANK RUN GRAVEL (MIN.)' I =111=- - - A - —111= 1111II=1 I 1=1(1=111=1 I 1=1 CONCRETE FOOTING CROSS SECTION '—_(IIE.,iII,I_' 1,_3» NOTES: PAVED DRIVEWAY ® TAI L )ALL WOOD FOR SPLIT RAIL FENCE TO BE CEDAR. NOT TO SCALE SPLIT RAIL FENCE DETAIL NOT TO SCALE CORE FOR INSTALLATION OF FENCE POST (TYP) CAP BLOCK TOP BLOCK 00 ra SURFACE RESTORATION 41" GRAVITY BLOCK (TVP) COMPACTED SAND GEOGRID (TYP) IF REQUIRED BY WALL ENGINEER) GRADE —v ----------- 6" PERFORATED PVC A° an DRAIN TO DAYLIGHTaaa Q BAGGED STONE a v - 12" (TVP) 6" DENSE -GRADED CRUSHED STONE LEVELING PAD UNDISTURBED SOIL NOTES: 1. WALL TO BE REDI-ROCK OR APPROVED EQUAL AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS (REDI-ROCK INTERNATIONAL). 2. WALL DESIGN TO BE STAMPED BY AN ENGINEER LICENSED IN THE STATE OF CONNECTICUT. 3.: PROVIDE GEO-GRID LAYERS AS REQUIRED BY WALL ENGINEER. 4. WALLS TO HAVE 'LEDGESTONE" TEXTURE ON ALL VISIBLE SIDES. 5. BLOCK MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS BY CT LICENSED PE FOR RETAINING WALLS PRIOR TO CONSTRUCTION. 6. THE APPLICANT SHALL HIRE A CT LICENSED PE WHO SHALL MONITOR AND INSPECT THECONSTRUCTIONOFTHERETAININGWALLAND, UPON COMPLETION, CERTIFY TO THEIR ACCEPTABILITY AND CONFORMANCE WITH THE REQUIRED DESIGN. mom ji AP Ri rK wAi i n1=T 11 NOT TO SCALE 7'-0" 4'-0" STOP 11(31-0536) 5 31-5504) NOTE 1. SIGN TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT_ D.O.T. STANDARDS 2. SECURE TD 1-112"0 GALVANIZED STEEL POST. WITH (2) 1/4"0 GALVANIZED BOLTS (1 TOP, 1 BOTTOM) TRAFFIC SIGNAGE DETAIL NOT TO SCALE WIDTH VARIES 1/5W SIGN AS REQUIRED SIGN AS REQUIRED SMALLER SECOND SIGNMETALSIGNIFREQUIREDSUPPORT o F– o L– W W> C a- LU 1/5W 6" ROAD II READ Il Il II Il Il II II II II II II II II II II II II lI II U U U SIGN SUPPORT SIGN SUPPORT TYPE 1 TYPE 2 TYPICAL SIGN SUPPORT PER CTDOT STANDARDS NOT TO SCALE 0' Q" 1 IlL/ML )UFr-LJFX I r - UJ r 4" 1-1 /2" X 1- ALUMINUM BAR 1/2" DIA. PAINTED SOLID POST v MAX. 1-1/2 X 1/2 ALUMINUM BAR @ 4" MAX. FACE TO FACE SPACING N 4 1/2" DIA. ALUMINUM 1-1/2" X 1/2" BAR o 3. 3: r 4" MAX. FACE TO FACE SPACING, 4„ WATERPROOF SEALANT TO MATCH CONC. o WELDED TO HORIZONTAL MEMBERS moo TOP AND BOTTOM MAX. s It; vg:LU M MAX. a TOP OF WALL (FINISH GRADE) CL CO4" a 1-1 /2" X 112 " ALUMINUM BAR If 4 SLEEVE & GROUT WALL (FINISH GRADE) 1- 1/2" X 1-1/2" ALUMINUM—.SET SUPPORT POSTS IN CONCRETE VERTICAL SUPPORT POST Q aa.. . DIMENSIONS AS REQUIRED SLEEVE (SEE DETAIL) BY WALL MANUFACTURER ALUMINUMT IL F ST A SL TILNOTTOSCALE NOT TO SCALE OF ROAD 10'-0" 59 SLOPE OR LESS WITHIN 10' OF ROAD 11' SPLIT RAILS WITH TAPERED TIPSt -1 2" LIP— o _ 70 MEET SLOTS" 3.5 6„ 9 - VARIES — a---— 10' 10' CREST CURVE IN DRIVE „ 1 -6 2" BIT. CONC. PAVEMENT (MIN.) 6"X6"X8' POST WITH ELLIPTICAL --- HOLES (TYPICAL) 1 –6 EXISTING GRADE 11 III IIIIII _ III — III_ _ 11 11 _ I— — II III III- III_111_111— _ III III—I-.6 -— Una= 111=1 I I:° —I 11-1 11-1 11MPI=1 11=1 I —I I I-1 f f—III-1 11-1 11-1 I f=1 11=1 I I—Ii I-1 I l=1 _I I f1II—I a i I 1=1 11-1 11=11=f 1=1 I I—i I I—I 11—' I II I I 3'—s" 1 11=1II— 1 EXISTING SOIL III— 8" BANK RUN GRAVEL (MIN.)' I =111=- - - A - —111= 1111II=1 I 1=1(1=111=1 I 1=1 CONCRETE FOOTING CROSS SECTION '—_(IIE.,iII,I_' 1,_3» NOTES: PAVED DRIVEWAY ® TAI L )ALL WOOD FOR SPLIT RAIL FENCE TO BE CEDAR. NOT TO SCALE SPLIT RAIL FENCE DETAIL NOT TO SCALE CORE FOR INSTALLATION OF FENCE POST (TYP) CAP BLOCK TOP BLOCK 00 ra SURFACE RESTORATION 41" GRAVITY BLOCK (TVP) COMPACTED SAND GEOGRID (TYP) IF REQUIRED BY WALL ENGINEER) GRADE —v ----------- 6" PERFORATED PVC A° an DRAIN TO DAYLIGHTaaa Q BAGGED STONE a v - 12" (TVP) 6" DENSE -GRADED CRUSHED STONE LEVELING PAD UNDISTURBED SOIL NOTES: 1. WALL TO BE REDI-ROCK OR APPROVED EQUAL AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS (REDI-ROCK INTERNATIONAL). 2. WALL DESIGN TO BE STAMPED BY AN ENGINEER LICENSED IN THE STATE OF CONNECTICUT. 3.: PROVIDE GEO-GRID LAYERS AS REQUIRED BY WALL ENGINEER. 4. WALLS TO HAVE 'LEDGESTONE" TEXTURE ON ALL VISIBLE SIDES. 5. BLOCK MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS BY CT LICENSED PE FOR RETAINING WALLS PRIOR TO CONSTRUCTION. 6. THE APPLICANT SHALL HIRE A CT LICENSED PE WHO SHALL MONITOR AND INSPECT THECONSTRUCTIONOFTHERETAININGWALLAND, UPON COMPLETION, CERTIFY TO THEIR ACCEPTABILITY AND CONFORMANCE WITH THE REQUIRED DESIGN. mom ji AP Ri rK wAi i n1=T 11 NOT TO SCALE 7'-0" 4'-0" STOP 11(31-0536) 5 31-5504) NOTE 1. SIGN TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT_ D.O.T. STANDARDS 2. SECURE TD 1-112"0 GALVANIZED STEEL POST. WITH (2) 1/4"0 GALVANIZED BOLTS (1 TOP, 1 BOTTOM) TRAFFIC SIGNAGE DETAIL NOT TO SCALE WIDTH VARIES 1/5W SIGN AS REQUIRED SIGN AS REQUIRED SMALLER SECOND SIGNMETALSIGNIFREQUIREDSUPPORT o F– o L– W W> C a- LU 1/5W 6" ROAD II READ Il Il II Il Il II II II II II II II II II II II II lI II U U U SIGN SUPPORT SIGN SUPPORT TYPE 1 TYPE 2 TYPICAL SIGN SUPPORT PER CTDOT STANDARDS NOT TO SCALE 0' Q" SCALE: As Noted DATE: November 2016 JOB I.D. NO. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff'Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SHEET INU. 4 r 4 s SCALE: As Noted DATE: November 2016 JOB I.D. NO. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff'Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SHEET INU. 7 1/2n , , , 7 1/2" „ 10 3/16 10" 1" 10" 2 1'-6 7/8 10-6 7/8 -- 2 2 2" 1103116- 3 03/1635/8" 3 13/16 2 13116- 3 5/8" — - ° °_--- _ - ° n e CLASS "A" CONCRETE POURED IN PLACED OR PRECAST CONC. UNIT n " n n --"— 5" n 12 2'_8 3/4 j 12 12"` 2'-1 3/8"* 8 0 0 o j m \ \ 8/ 8,r W \` 8" 2 13/16" 8" 7 5/8" 75/8 . w a „ PRECAST CONCRETE7 / x ? \ 13/1 s CATCH BASIN RISER m\` WITH BUTYL RUBBER zDRAINAGE OPENINGS SEAL AT JOINTS w Q \ IN 4 WALLS AT OR o °j \ IMMEDIATELY ABOVE w THIS ELEVATION PROVIDE 4' SUMP 2'-0" ~ IN SANDY SOILS WHERE INDICATED SUMP (TYP.) / _ APPLY DAMPPROOFING ON 4 IWALLSLLsSEALANNULARSPACEWITH WATERPROOF MORTAR 6" 6" a e n a n n e PRECAST1i4'-5 1/16" CONCRETE BASE 8 4P -O" 8 CLA5S "A" CONCRETE 8 8 5'-4" OR PRECAST UNIT 5'-9 1/16" SECTION A -A SECTION B -B NOTES: 1. PROVIDE HOOD/SNOUT ON DOWNSTREAM INVERT OF CATCH BASINS WHERE NOTED. 2. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH CT DOT STANDARD DETAIL HW -507_01 AND TOPS TO BE PROVIDED IN ACCORDANCE WITH HW -507-07. 3. WHERE PRECAST CONC. UNIT IS USED FOR SUMP. THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLETTING FROM THE CATCH BASIN. TY "C"J. T Lll OR T Glo CATCH BASIN NOTTO SCALE FOAM GASKET WITH PSA BACKING (TRIM TO LENGTH) 1" PVC ANTI -SIPHON 1" PVC ANTI -SIPHON a ANTI -SIPHON VENT TO EXTEND 3" PIPE ADAPTOR PIPE ADAPTOR (MIN) TO 24" (MAX) ABOVE SNOUT ANCHOR WITH BOLT SEE DETAIL A) DETAIL B OUTLET PIPE EE I\ HIDDEN) D (PIPE DIA) INSTALLATION NOTE POSITION HOOD SUCH THAT BOTTOM FLANGE IS A DISTANCE l 1 OF 1/2 OUTLET PIPE DIAMETER (MIN) BELOW THE PIPE REMOVABLE WATERTIGHTJ INVERT. MINIMUM DISTANCE FOR THE PIPES WITH LESS THAN ACCESS PORT, 6"--10" OPENING / 2 D A 12" DIAMETER IS 6" GASKET COMPRESSES BETWEEN HOOD MOUNTING & STRUCTURE (SEE DETAIL 8) STAINLESS BOLT FLANGE DRILLED HOLE ANCHOR SHIELD FRONT VIEW SIDE VIEW EXPANSION CONE NARROW END OUT) SNOUT OIL -WATER DEBRIS SEPERATOR DETAIL A NOTES: 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND OUTLET CONTROL STRUCTURES SHALL. BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS, INC., OR APPROVED EQUAL. 2. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AND THE MANUFACTURES'S RECOMMENDATIONS. J. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREEOF LOOSE MATERIAL 4. THE HOOD SHALL BE SECURELY ATTACHED TO THE STRUCTURE WALL WITH 3/8" STAINLESS STEEL BOLTS AND OIL --RESISTANT GASKET AS PROVIDED BY THE MANUFACTURER SUPPLIED INSTALLATION KIT. rATrw RAgim Wr)nnPirn nt ITS PT NOT TO SCALE GUTTER LINE L--J------{ / A f • 4,-4» I r7 -IV -77T - I 1/4 1/4" 7'-10 1/2" S4 X 95 P LANGALVANIZED) PRECAST TYPE II SOPL2L31/2" X 2 1/2" X 1/2" (TYPE 'C" OR "CL") GALVANIZED) CONFORMING TO DETAIL "A" _ _ — — _ _ = FORM 814A PRECAST CONC. REDUCER OR CORBEL (2" MAX.) s • • SEE DETAIL 8" CONC. UNITS ' 5'-10 1/2" a 2'-0" J I - - I I . • i 41) 8„ VARIES PRECAST RISER OR 8" 4( 18 SUMP CONCRETE UNITS : L----- yam. J•: d 6" T-6 172 7'-1 0 1/2" — — `- 3/4" CRUSHED STONE SECTION A—A NOTES: 1. PROVIDE HOOD/SNOUT ON DOWNSTREAM INVERT OF CATCH BASIN. 2. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH CT DOT STANDARD DETAIL HW -507-03 AND TOPS TO BE PROVIDED IN ACCORDANCE WITH HW -507 -OZ J. WHERE PRECAST CONC. UNIT IS USED FOR SUMP. THE TDP OF THE UNIT SHALL BE AT LEAST. 6" BELOW THE BOTTOM OF THE PIPE OUTLETTING FROM THE CATCH BASIN. DOH LE CATCH RAIN TYPE II DETAIL 201O L30UNDARIES LLC AV THIS DRAWING IS THEPROPERTYOF BOUNDARIES LLCAND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OFTHIS PROJECT, AT THISSITE, ANDIS NOT TO BE DUPLICATED OR USED INPART OR WHOLEFOR ANY OTHER PURPOSE, PROJECT, LOCATION OROWhj,R WITHOUT THE EXPRESSED WRITTEN CONSENT OFBOUNDARIES LLC. NOT TO SCALE MANHOLE FRAME & COVER FINISHED GRADE, SEE PLAN ADJUST TO REQUIRED GRADE WITH A MIN. OF ONE COURSE AND A MAX. OF FIVE COURSES OF BRICK MASONRY OR CONCRETE GRADE RINGS, ALL BRICKS ` TO BE LAID AS HEADERS. CONCRETE COLLAR e. o 8" FAIN. o X 2'-0" UNLESS OTHERWISE INDICATED G L Lx Zz - C PRECAST CONCRETE a MANHOLE CONE ' zN X 1 BUTYL RUBBER JOINT -------- - - - - - - SEALANT (TYP) nc o. N REINFORCING STEEL (TYP) Q PRECAST CONCRETE z ex MANHOLE RISER `m o IUxl o - o — — — — — — — — — - — — — - k x o 5" MIN. 4'-O" DIA. x 6" MIN. FOR 5' DIA. 5SEAL AT PIPE PENETRATION' -D" DIA. FOR 24" PIPES WITH WATERPROOF MORTAR ORcXk. MANHOLE SEAL PER DETAIL PRECAST. CONCRETE a OUTLETIPIPEMANHOLEBASE X x J14- CRUSHED 1 - d- - ° " STONE _ x n^ o xAl x o x 6 8 MIN. FOR J 0 0 o o • o MIN. 5' DIA. 0 00 Oo0061 0000 )o00t oo a0o000000 \ 6" MIN. UNDISTURBED MATERIAL PRECAST CONCRETE STORM DRAIN MANHOLE TAIL NOTTO SCALE FINISHED GRADE (SEE SPECIFICATIONS DETECTABLE TRACER TAPE FOR SURFACE RESTORATION) COMPACTED BACKFILL TRENCH WIDTH (W) UNDISTURBED MATERIAL------ W2 Wz I I II III_ UNE OF NARROW WOOD SHEETING, IF USED, SHALL BE TRENCH LIMIT NO ROCK OR UNEXCAVATED LEFT IN PLACE BELOW THE UNE OF - '— MATERIALS SHALL PROJECT NARROW TRENCH OMIT EXCEPT WHEREI 12" BEYOND THIS LINE OTHERWISE INDICATED OR DIRECTED IISCOMPACTEDBANKRUNGRAVEL 0 O 0 O O. C I— WHERE REQUIRED FILTER FABRIC )000(, O I - SHALL BE PLACED AGAINST 00 0o° s' ) 0° COMPACTED CRUSHED STONE UNDISTURBED MATERIAL 0 OO o ( O C OOC COMPACTED CRUSHED STONE n / 7 0 OMITS OF EXCAVATION LIMITS OF EXCAVATION & PAYMENT PAYMENT OR ROCK EXCAVA77ON& BACKFILL UNDISTURBED_ SEE SPECS SUBGRADE 101. HALF SECTION HALF SECTION IN EARTH IN ROCK NOTES: 1. FOR W, DP, & S, SEE TABLE A. 2. THE TOP 12" OF TRENCH BACKFILL IN TRAVELED WAYS SHALL BE COMPACTED PROCESSED GRAVEL. DEPTH TO INVERT DIAMETER OF PIPE DP) MAXIMUM TRENCH WIDTH BELOW UNE OF NARROW TRENCH LIMIT SHEETED OR UNSHEETED) W) MINIMUM CLEARANCE S) 0-12' TO 18" 5' 6" 0-12' 21'"-24" 5' 7-1/2" OVER 12' TO 18" 7' 6" OVER 12' 21 "-24" 7' 7 -112 - TABLE A TRENCH DETAIL (STORM DRAINAGE) NOT TO SCALE TYPE "C" SINGLE OR TYPE "C" CATCH BASIN TOP IN A LINE 017 6" BITUMINOUS CURBING DETAIL 3" RAISED LETTERS WEST HARTFORD TOP" AS MANUFACTURED BY THE CROMWELL CONCRETE PRODUCTS INC. 13/" s 8, GALVANIZED TOP 027 Y Y4" 10 3/4" 13 III T 8 /2 s/ „ 25 3/4" 12"- 7 e VIEW AA TYPE'C'CATCH BASIN TOP DETAIL NOT TO SCALE AunAnc9,n 6" TOPSOIL I 1 I III Z U w 11L UW C7 wE2 5i 0 314" CRUSHED STONE - FILTER FABRIC C`- JOwCho 0.® v 6" PERFORATED PVC WITH HOLES DOWN) v t 24„ E L. U CL tal) CURTAIN DRAIN DETAIL NOT TOSCALE O 4.0' TYP 2' MIN 4.0' TYP u CL 0 EXISTING GRADE LANDLOK 450 TURF REINFORCEMENT MAT AND SOIL FILL 6" LOAM AND SEED NOTES 1. SEE PLAN FOR LOCATION(S). 2. TURF REINFORCEMENT MAT TO BE INSTALLED AND ANCHORED PER MANUFACTURER'S SPECIFICATIONS. TYPICAL GRASS SWALE SECTION NOT TO SCALE 8 "x30 "x50' CAST -IN-PLACE CONCRETE CURB SET AT ELEVATION NOTED ON PLANS WATER QUALITY BASIN BOTTOM PROVIDE LAND-LOK 450 TURF ELEV AS SHOWN ON PLANS REINFORCEMENT MAT ON ALL DISTURBED AREAS DOWNGRADIENT OF LEVEL SPREADER EXISTING GRADE AT (3)-#4 OUTLET SIDE BARS 4 BARS 18" O.C. 12" OF COMPACTED PROCESSED GRAVEL WRAPPED IN GEOTEXTILE FABRIC AROUND LEVEL SPREADER CURB LEVEL SPREADER DETAIL NOTTO SCALE SCALE: As Noted DATE: November 2016 JOB I.D. NO. 14•-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, PerTown Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions ofApproval SHEET.Nu.. low& 24 APPLY EROSION CONTROL/RESTORATION MIX FOR DP OF EMBANKMENTTDETENTIONBASINSASSPECIFIEDBYTHEPRODUCERTWIDETOTHESTORMWATERBASINANDEMBANKMENT 6`' TOPSOIL, SEED, AND MULCH (TYP) 12" CLEAN FILL 18" COMPACTED IMPERVIOUS MATERIAL WATER SURFACE ELEVATION = 3H_ 3H EMBA tKMENT TO BE KEYED INTO iv — - 1 V NATIVE MATERIAL A MINIMUM OF 12" TOPSOIL FOR BASIN BOTTOM TO---'- - _ - - MEET THE FOLLOWING REQUIREMENTS: COMPACTED RANDOM 50% ASTM C-33 SAND IMPERVIOUS MATERIAL 25% STOCKPILED TOPSOIL 18 (MIN) COMPACTED- PROCESSED GRAVEL25% ORGANIC COMPOST IMPERVIOUS MATERIAL TO EXTEND 4' BELOW BOTTOM OF STORMWATER BASIN STRIP EXISTING TOPSOIL AND SUBSOIL TO A MINIMUM DEPTH OF 12" AND COMPACT SUBGRADE TO 95% (MIN) NOTES: 1. REMOVE VEGETATION, DEBRIS, ORGANIC MATERIALS, AND TOPSOIL TO A MINIMUM OF 12" BELOW EXISTING GRADE PRIOR TO EMBANKMENT CONSTRUCTION. COMPACTED EXPOSED SUBSOIL AND SCARIFY SURFACE. 2. FILL MATERIALS SHALL BE PLACED IN LIFTS NOT EXCEEDING 12" PRIOR TO COMPACTION EACH LIFT SHALL BE MOISTENED AS NECESSARY TO ACHIEVE THE OPTIMUM MOISTURE CONTENT. THE TOP 12" OF SUBGRADE AND EACH LIFT SHALL BE COMPACTED TO 957. OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED IN ACCORDANCE WITH ASTM D1557. FILL MATERIAL SHALL NOT BE PLACED ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAINING FROST, ICE, OR ORGANICS. 3. CLEAN FILL MATERIAL SHALL BE FREE OF ORGANICS AND NO STONES GREATER THAN 3': 4. PROCESSED GRAVEL SHALL MEET THE REQUIREMENTS OF CT DOT FORM 817 M.02.06 GRADATION A. 5. IMPERVIOUS MATERIAL SHALL BE DENSE GRADED AND HAVE A PERMEABILITY RATE OF 1 X 10-4 CM/SEC OR LESS, HAVE A PERCENTAGE OF MATERIALS PASSING THE NO.. 200 SIEVE OF GREATER THAN 107., AND AN EFFECTIVE GRAIN SIZE DIAMETER (D10) OF 0.05 mm OR LESS. IT SHALL BE FREE OF ORGANICS AND SHALL HAVE NO STONES GREATER 2': 6. RANDOM IMPERVIOUS MATERIAL SHALL BE DENSE GRADED AND FREE OF ORGANICS WITH NO STONES LARGER THAN 2" MATERIAL SHALL MEET ONE OF THE FOLLOWING GRADATIONS: Sieve Size Percent Passing 2" ProcessedProcessedAggregateAggregate 2-1/2," 100 100 100 96 1-1/2" 99 91 1" 61 67 3/4" 51 58 114" 40 33 40 16 15 200 7 5 5TORMWATER BASIN EMBANKMENT DETAIL NOT TO SCALE 3 LBS/FT2 EXPANDED STEEL GRATE WELDED INSIDE ANGLES, TOP AND BOTH SIDES PRECAST RISER STRUCTURE 1/4" x 4" STEEL ALL AROUND TOP OF TRASH RACK 3" ABOVE TOP ORIFICE (TVP) 112" DIAMETER HOLES (TYP) 1 "x 1 " ANGLES ALONG TOP EDGES 1 LAYER 6"x6" 4/4 WOVEN WIRE CAST -IN-PLACE TRASH RACK BASE FABRIC CENTERED IN SLAB 3,000 PSI CONCRETE DOWELED 4 BAR) INTO RISER @10" OC) NOTES FOR TRASH RACK: 1. TRASH RACK TO BE CENTERED OVER OPENING. 2. STEEL TO CONFORM TO ASTM A-36. 3. ALL SURFACES TO BE COATED WITH ZRC COLD GALVANIZING COMPOUND AFTER WELDING. TRASH RACK DETAILS NOT TO SCALE NOT TO SCALE 2016 BOUNDARIES LLC MIN THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLCAND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. 314" CRUSHED STOP FILTER FABRIC 6" PERFORATED T WRAPPED IN FILTER FAB) WITH HOLES DON 24" NOT TO SCALE 5'-5" 4 @ 12" (E. F.) #5 (E.F.) (TVP) 1 '-3" -- 2" CLEAR (TVP) 4 ® 12" (N. F.) 3" CLEAR (TYP) o 15" HDPE ILL: u LL: Z ---------- - .W It LO , 0 4 Q 12" (N.F:) i HYDROPHILIC WATERSTOP CONTINUOUS AROUND PIPE) 3'-6" 3,000 PSI CONCRETE (TYP). 2'-0" 2'-O" CAST -IN-PLACE) 3" CLEAR (TYP) SECTION ELEVATION ANTI -SEEP L IL NOT TO SCALE TOP OF BASIN - AS .SHOWN ON PLANS SPILLWAY ELEVATION A r rrr ,nu,k, ne, n, A K,CI M I I I-IAtn` T 1! 1 wo I I -III 1 ° - _ I I 1 I 1=1 I CONCRETE CURB SET IN -I SPILLWAY (18" HEIGHT MIN.) ''1=112 ,,III,II Il: iirlllli llli lll,III III llfll rllll ll' 6” PROCESSED GRAVEL MIRAFI 140N GEOTEXTILE NOT TO SCALE C i. 3Sp MIN. 1 I 7f STORM DISCHARGE PIPE SP 2Sp B 12" THICK MODIFIED RIP—RAP PREFORMED SCOUR HOLE WITH 6" PROCESSED GRAVEL BASE AND EROSION. CONTROL FABRIC SEE 'TYPICAL MODIFIED RIPRAP SECTION") F = DEPRESSION DEPTH CT DDT MODIFIED 11 -RIP RAP (12" THICK) 3:1 SIDE SLOPE PIPE Sp PROPOSED BOTTOM OF p STORMWATER BASIN 6" AMENDED TO I I I I w WASHED CONCRETE SAND 0 0.63 FT FILTER FABRIC 18" 6" PERFORATED PVC 7.5 FT WRAPPED IN FILTER FABRIC MODIFIED RIPRAP WITH HOLES DOWN) 12 FT 24" 1.0 FT NOTES: TOPSOIL FOR BASIN BOTTOM TO MEET THE FOLLOWING REQUIREMENTS: 507. ASTM C-33 SAND 4" Ft 1 GRADE 25% STOCKPILED TOPSOIL dQ ° 25% ORGANIC COMPOST 6-15 VERT STORMWATER BASIN UNDERDRAIN DETAIL NOT TO SCALE 2016 BOUNDARIES LLC MIN THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLCAND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. 314" CRUSHED STOP FILTER FABRIC 6" PERFORATED T WRAPPED IN FILTER FAB) WITH HOLES DON 24" NOT TO SCALE 5'-5" 4 @ 12" (E. F.) #5 (E.F.) (TVP) 1 '-3" -- 2" CLEAR (TVP) 4 ® 12" (N. F.) 3" CLEAR (TYP) o 15" HDPE ILL: u LL: Z ---------- - .W It LO , 0 4 Q 12" (N.F:) i HYDROPHILIC WATERSTOP CONTINUOUS AROUND PIPE) 3'-6" 3,000 PSI CONCRETE (TYP). 2'-0" 2'-O" CAST -IN-PLACE) 3" CLEAR (TYP) SECTION ELEVATION ANTI -SEEP L IL NOT TO SCALE TOP OF BASIN - AS .SHOWN ON PLANS SPILLWAY ELEVATION A r rrr ,nu,k, ne, n, A K,CI M I I I-IAtn` T 1! 1 wo I I -III 1 ° - _ I I 1 I 1=1 I CONCRETE CURB SET IN -I SPILLWAY (18" HEIGHT MIN.) ''1=112 ,,III,II Il: iirlllli llli lll,III III llfll rllll ll' 6” PROCESSED GRAVEL MIRAFI 140N GEOTEXTILE NOT TO SCALE C i. 3Sp MIN. 1 I 7 f STORM DISCHARGE PIPE SP 2Sp B 12" THICK MODIFIED RIP—RAP PREFORMED SCOUR HOLE WITH 6" PROCESSED GRAVEL BASE AND EROSION. CONTROL FABRIC SEE 'TYPICAL MODIFIED RIPRAP SECTION") F = DEPRESSION DEPTH CT DDT MODIFIED 11 -RIP RAP (12" THICK) 3:1 SIDE SLOPE PIPE Sp C p F RIPRAP GRADATION 15" 7.5 FT 6.25 FT 0.63 FT MODIFIED RIPRAP 18" 9 FT 7.5 FT 0.75 FT MODIFIED RIPRAP 24" 12 FT 10 FT 1.0 FT MODIFIED RIPRAP TYPE I RIP RAP SCOUR HOLE DETAIL NOT TO SCALE MATCH EXISTING CONDUIT TRENCH DETAIL NOT TO SCALE FINISH GRADE 10mm (3/8") STAINLESS STEEL HEX HEAD BOLT WITH WASHER 15mm (1/2") X 100mm (4") PULL SLOT SKID RESISTAI SURFACE COVER mrvvnvv,v w EXTENSION BASE 1-) DEEP (MIN.). S (4) BASE NDH LE DETAIL LIGHT POST SEE DETAIL) LIGHT POLE DETAIL NOT TO SCALE NOT TO SCALE GALVANIZED ANCHOR BOLTS, CONTRACTOR TO COORDINATE DIAMETER, GAGE, AND PROJECTION WITH LIGHT POLE SUPPLIER. 3/4" CHAMFER PROVIDE 18" EMBEDMENT ALL D(POSED EDGES GRADEFINISHa d 4" Ft 1 GRADE dQ ° PROVIDE CONDUIT, SWEEP, AND 6-15 VERT COUPLING AS REQUIRED 4' —0" 5 TIES AT o °° 12" O.C. VERT. a 2" CLEAR f24"—° MINIMUe LIGHT POLE FOUNDATION DETAIL NOT TO SCALE LIGHT POST SEE DETAIL) LIGHT POLE DETAIL NOT TO SCALE SCALE: AS Note DATE: November 2016 JOB I.D. NO. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SHEETago 2 1 11110111111, A 24 4 MINIMUe O N 4-1 L U E U 31 E0. 0 0 0 0 0 10 U, 1) O U iiiiiiiiiI 0 U 4-JIlls Uje Ln SCALE: AS Note DATE: November 2016 JOB I.D. NO. 14-2320-2 Revisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev: July 20, 2017, Per Planning and Zoning Conditions of Approval SHEETago 2 1 11110111111, A 24 30" PROPOSED GRADE PAVEMENT FOR ROADS OR w 4" LOAM AND SEED IN z LAWN AREAS O SEE APPROPRIATE PAVEMENT CROSS SECTION FOR BACKFILL REQUIREMENTS Q q: `•Pll:" ;.1 SEE NOTE 312Jti WATER MAIN PIPE COMPACTED SAND BACKFILL (PIPE BEDDING MATERIAL) 8" MIN IN ROCKr.z ._ . 6" MIN IN EARTH NOTES: 1. IF PIPE IS PLACED IN OR ON LEDGE, ALL LEDGE WITHIN 8" OF PIPE SHALL BE REMOVED AND REPLACED WITH PIPE BEDDING. 2. MINIMUM PIPE COVER SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS. 3. CONTRACTOR TO INSTALL AN UNDERGROUND FACILITY WARNING TAPE IN TRENCH WITH 24" MIN. SEPARATION ABOVE UTILITY W IN TR TAIL NOT TO SCALE APPROVED GATE BO) TOP SECTION COVER WATER o a COVER WITH 2 -NOTCH OPENINGS EXTENSION STEM AS REQUIRED) GATE VALVE DIRECTION TO OPEN AS DIRECTED BY NORWICH PUBLICUTILITIES APPROVED GATE BOX BOTTOM SECTION CONNECTION TO EXIST PROPOSED WATER WATER MAIN W/ TEE SERVICE M.J. ENDS WITH MEGA -LUG" GATE VALVEAND. T TI NOT TO SCALE 2-#4 'U' BARS WATER MAIN WATER 1/2 O.D. MAIN Top' 3" N o.. I C; 9 ` n 3" e. °.a. 4 MIN CONCRETE THRUST BLOCK 1-1/2 O.D. UNDISTURBED THRUST BLOCK VERTICAL BEND SOIL TEE 3000LB CONC TYPICAL) (TYPICAL) RESTRAINED JOINT FITTINGS MAY BE USED IN LIEU OF THRUST BLOCKS WATER MAIN THRUST BLOCK DETAIL. NOT TO SCALE PIPE SIZE 90' BEND BEARING AREA OF BLOCK IN SQ. FT. 22 1/2' BEND FITTING SIZES TEE & END 90'BEND 45'BEND 22 1/2° BEND 11 1/4' BEND 6" 2.3 3.3 1.8 0.9 . 0.5 8" 4.0 5.7 3.1 1.5 0.8 10" 6.0 8.6 4.6 2.4 1.2 12" 8.6 12.1 6.5 3.3 1.7 79 (118) 70 (105) 16" 59.5 (72) 24.5 (30) 12 (14.5) RESTRAINED JOINT FITTINGS MAY BE USED IN LIEU OF THRUST BLOCKS WATER MAIN THRUST BLOCK DETAIL. NOT TO SCALE PIPE SIZE 90' BEND 45' BEND OR WYE BRANCH 22 1/2' BEND 11 1/4' BEND PLUG, CAP OR IN -UNE VALVE TEE BRANCH) 6" 25 (30.5) 10.5 (12.5) 5 (6) 2.5 (3) 43 (64) 34 (51) 8" 33 (40) 13.5 (16.5) 6.5 (8) 3 (4) 55 (82) 47 (70) 10" 40 (48.5) 16.5 (20) 8 (9.5) 4 (5) 67 (100) 58 (87) 12" 47 (56.5) 19.5 (23.5) 9.5 (11.5) 4.5 (5.5) 79 (118) 70 (105) 16" 59.5 (72) 24.5 (30) 12 (14.5) 6 (7) 101 (152) 92 (139) 20" 72 (86.5) 30 (36) 14.5 (17) 7 (8.5) 123 (184) 114 (171) 24" 84 (100) 35 (41) 16.5 (20) 8 (10) 144 (216) 134 (202) 30" 100 (120) 41 (50) 20 (24) 10 (12) 174 (261) 165 (247) NOTES: 1. RESTRAINED_ LENGTHS LISTED IN PARENTHESES ARE FOR PIPE WRAPPED IN POLYETHYLENE. THE OTHER ASSOCIATED LENGTHS ARE FOR PLAIN UNWRAPPED DUCTILE IRON PIPE. REQUIRED" L TH OF RESTRAINED. JOINTS MuM FITTINGS T) 0 2016 BOUNDARIES LLC - HISDRAWING IS THE PROPERTY OFBOUNDARIES LLCAND HAS BEENSPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, ANDISNOT TO BE DUPLICATED OR USED INPART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THEEXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. STANDARD VALVE BOX INSTALLATION CONCRETE PAVEMENT sv :i•..r• i'+•.i :r..' etr.• i.:. .,,, :+,''': r'^'i r... •:,r,'•s,, :;': SIDE 2" NO LEAD BRASS OR D.I.P. . a: ' "" ; t:'•; i' ' `'t-- THREADED COUPLING 6"-12" 5/8 THREADED RODS (EACH ), :: :• .' :, :i ' - " HOOK ENDS INTO CONCRETE COLLAR NIPPLE (6" MINIMUM LENGTH ;'• - r• }, n.'•• r FROM FINISHED GRADEtY. i''•• V :iso •' •q 111„ ; '-''s• .j f TAMPED "4 •'.:` ..i;,• - t J' i.. BACKFI Lz: >. tTAMPEDBACKFILL .d+ .:: c:.. •.t::.,j ;:.- ": 2 THREADED, NO LEAD BRASS OR r . r•`-,, S «.s a,+• ~. rte ••r• s,'+ :7' q A' i. ••ti :c..`•za s'ir •s•• t.. - - DUCTILE_ IRON PIPE A! ... '• .i •..s >.. . -... :i•t,`,.2N Vt1TL. ?. az q a' ..'t• -•SP•.• a ••'` rq. 'L .r ' •:q ' •7' of r:n.:.l. .>„ r.S: . j:l... ..f` t•L. s•`•q ...l.z .i.t. it• •.^:/. i•, Z;• •'L: ..:Y. y. Y• .. os .iz ^'v :•L.s.-fat'• ->-. .. - - CONCRETE BLOCKING MINIMUM 113wj,. :•:i+: Vis; ..•y ..s • ir. :i• ^•r ..i• .s •+. THRUST ::;-; s; :+ +A: ti. '::r:. ''t' t'V .;.:..£:.,: 'w;:, t ~<~- Y ; ;;' ;''' _ - `' , :. CUBIC YARDS AT 3000. P.S.I. COLLAR CONCRETE •. 5' MINIMUM ... •''-`•• , MECHANICAL JOINT TAPPED CAP 2" THREADED, NO LEAD BRASS OR DUCTILE IRON PIPE (f 12 INCHES IN LENGTH) NOT TO SCALE n 0 PVC - FINISHEDTHREADED O PLUG W Q PROPOSED GRADE RISER EXTENSION TYPE 4 -EJ MATERIAL CURB BOX WITH 6" 45' ELBOW ARCH BASE 1 " MUELLER BALL TYPE CURB STOP WITH COMPRESSION 4=_6,. INLET AND OUTLET WATER MAIN 1 " COPPER TUBING TYPE "K" 1" CTS PE (ASTM D27371AWWA C901) WATER SERVICE WITH l" MUELLER BALL TYPE CORPORATION STAINLESS STEEL PIPE STIFFENER AT CURB STOP TO BUILDING STOP WITH "CC" INLET AND IN ACCORDANCE WITH WATER COMPANY REQUIREMENTS COMPRESSION OUTLET AND DOUBLE FLAT ROCK OR BRICK STRAP SERVICE SADDLE UTILITY WATER CUSTOMER LINE TO. WATER SERVICE LINE METER IN BUILDING NOTES: CORPORATION STOPS, CURB STOPS, AND CURB BOXES SHAD BE PROVIDED BY THE SAME MANUFACTURER. ALL MATERIALS SHALL MEET THE REQUIREMENTS OF THE WATER COMPANY. WATER SERVICE DETAIL NOT TO SCALE GROUND LINE VALVE BOX MAINGUARD J79 BLOW -OFF HYDRANT (3.5' APPROX. DEPTH) ED 3/4" CRUSHED STONE ( ORDISTURTHRUST BLOCKH 2" BRASS STREET In NOTES: BLOW -OFF HYDRANTS SHALL BE NON-FREEZING, SELF DRAINING TYPE. SET UNDERGROUND IN A 5 1/4" VALVE BOX, THESE HYDRANTS WILL BE FURNISHED WITH A 2 FIP INLET, A NON -TURNING OPERATING ROD, AND SHALL OPEN TO THE LEFT. ALL OF THESE WORKING PARTS SHALL BE OF BRONZE -TO --BRONZE DESIGN, AND BE SERVICABLE FROM ABOVE GRADE WITH NO DIGGING. THE OUTLET SHALL BE A 2" FIP COUPLING WITH PLUG, AS MANUFACTURED BY KUPFERLE FOUNDRY CO., ST. LOUIS, MO, OR APPROVED EQUAL. 2" AIR RELEASE VALVE DETAIL NOT TO SCALE TOPSOIL PVC - FINISHEDTHREADED GRADE PLUG 6" PVC RISER BACKFILL 4 -EJ MATERIAL 6" 45' ELBOW 6" PVC 6" PVC 6" PVC SEWER TEE/WYE SEWER CLEAN-OUT T I NOT TO SCALE PLAN VERT. MAMHOLE: 'FrRAA - .COVER^ rl ADJUST T4 GR )E ,1!1N W. 19`tCRETE GIRAQC R#Np; 12, MAk ' AI 1O)L E:' fiTEF? FOR "JOII`I'tl E O s D#ria: PRECAST ERIF C N:CRETEALLMAIil1#7LE E 'iERI(RS Al I , .; rt,3:4' LONG) 170_ BE ,SHOP COATED VdTH f.#A I IFACTURED. BY P OR T REIT` RCIRg fIEIAEC UR E0 - I w0#'1C M. tAPEfZEU II''T#E 36Ii3ED INVERT=UP rC , ?E;. C ASLF_ PI.TCHEG' AT.- SAIAE -ELc'1 "_A . i 'C i'TAl{E3; IAIVERT0.910E GRf'1ol FF) OF. LAnES t-• lP E '1 e - P?FCA•x I R#I-fJR Fr3- A 1N4L S90T7- CGr .; 0..ASEfSECTIONYti4fp r .. IF Ti UIRED B'a SELfi10M A --A - ,{i #1 ._ : U I IEO . ON C,bmPACT, :T"J 95f -.46X OR DENSITY`' PRECAST SANITARY MARKOLE- SCALE:. As Noted DATE: November 2016 JOB I.D. NO. 14-2320-2 evisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev; July 20, 2017, Per Planning and Zoning Conditions of Approval SHEET INIU. J MEMO 4 -EJ a U 0 C: MEINEEEJ Ln u 0 E U 0. 0 0 4EMEJ 1) MEMO Q, C CU L. M V) U s MENEM- 2 0 EEIMEEJ CU TEENEMI SCALE:. As Noted DATE: November 2016 JOB I.D. NO. 14-2320-2 evisions Rev: May 9, 2017, Add Wetlands, Revise Grading Lots 1, 2, 5, 39 & 40 and Add Cutoff Trench Rev: June 9, 2017, Per Town Staff/Town Engineer Comments Rev: June 20, 2017, Per Town Staff/Town Engineer Comments Rev; July 20, 2017, Per Planning and Zoning Conditions of Approval SHEET INIU.