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HomeMy WebLinkAboutSite PlanOCUS MAP -72''� 72 76 NIF DW Holdings LLC Parcel ID 1072-037-01 f33 PEQUOT RD Vol 569 Pg 588 DIT PAVE N/F Quarry Assoc. Limited Partnership ,- Parcel ID 1072-054-OOC Vol 161 Pg 677 / 1X ANNUAL CHANCE FLOOD BOUNDARY i AS DEPICTED ON L/ crc i FEMA FLOOD INSURANCE RATE MAP Rip NEW LONDON COUNTY, CONNECTICUT '-- \ PANEL 353 OF 554 / o \ � S SMH s s s s f` 5 T1 =77.13 NOTES: 1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-3008-1 THROUGH 2O-30OB-20 AND THE STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. TYPE OF SURVEY. LIMITED PROPERTY SURVEY WITH BOUNDARY DETERMINATION CONFORMING TO DEPENDENT RESURVEY CATEGORY BASED ON PLAN REF. # 2a & #2B (LOT 6) CLASS OF HORIZONTAL ACCURACY. A-2 2. REFERENCE HAS BEEN MADE TO THE FOLLOWING MAPS AND PLANS: a) 'LIMITED BOUNDARY SURVEY SHOWING PARCEL MODIFICATION D.W. HOLDINGS, LLC #33 PEQUOT ROAD MONTVILLE, CONNECTICUT SCALE 1"= 40' DATE AUGUST 6, 2010 REVISED TO 10-29-2012 SHEET 1 OF 1 PREPARED BYHEALEY & ASSOCIATES, LLC b) "PEOUOT MIILL PROPERTYAT MONTVILLE, CONN. OWNED BY THE J.B. MARTIN CO. SCALE 60 FEET TO THE INCH. BY CHANDLER & PALMER, ENGINEERS NORWICH, CONN. 1919 -SUBDIVISION OF LOTS ADDED SEPT. 1937 3. THE PROPERTY FALLS WITHIN AN INDUSTRIAL ZONE. 4. TOTAL SURVEY AREA= 0.297 ACRES 5. PROPERTIES ARE TO MERGE WITH 33 PEQUOT ROAD I— s 28" ADS (N-12) 2) 103 L.F. s s s s S o, Sul" s tiN. 7"F=76.70 PEQUOT ROAD MAP NUMBER 09011C0353G EFFECTIVE DATE JULY 18, 2011 FEMA FLOOD ZONE AE BOUNDARY / 0.290' ANNUAL-CHRNCE'OOD �'--, -BOUNDARY AS DEPICTED ON 0 FEMA FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT PANEL -353 OF 554 A MAP NUMBER 09011CO3530 / EFFECTIVE DATE JULY` 8, 2011 —72— • -� Fema Zone X Unshaded \/ ` EDGE OF •BROOK OXOBOXO BROOK FEMA FLOOD ZONE _EDGE OF RPnv E BOUNDARY n • �' \ \ �PPROXIMA TE 00 YEAR FLOOD ELEVATION LIMIT _ 4--- t _ FLOOD ELEVATION AT BRIDGE = 71.0t shaded / � r / NIF CV Proper es Incorpo ted Vol 345.1page 130 � ` k A" Change 1 r /w. / / BIT PAVE N/F Town of Montville X [(Pump Station) Parcel ID #072-043—DOA Vol 162 Pg 327 r 1 � � CB LEGEND TF=76.42 A SURVEY CONTROL POINT � '— --- -- —•--_ _ -��, s N MONUMENT FOUND % & DW Transport Inc. \� \ a EASEMENT CORNER (CALCULATED) Leasin SQ SEWER MANHOLE g UTILITY MANHOLE UNKNOWN % Parcel ID ,�'Q72-035-000 , \ 0 ( ) Vol 514 Pg 304 0��- ® WATER GATE ® GAS GATE , \� �\ 1 l Q \. • ^ / \ UTILITY POLE O \ \\ \ GUY ANCHOR LIGHT POLE O ST — DELINEATED WETUIND BOUNDARY \ c� caw CONCRETE '' J (R) RECORD INFORMATION INV. = X". AX PIPE INVERT ELEVATION -- — MAJOR CONTOUR — —— -- MINOR CONTOUR x^a"'' SPOT ELEVATION • EDGE OF WATER EDGE OF GRAVEL - PROPERTY UNE p APPROVED BY THE MONTVILLE PLAN NG AND ZONING COMMISSION ABMNG PROPERTY UNE Ae! RETAINING WALL ,, • DATE " �� X LINK INK FENCE O C T 2 0 CHAIRMAN Z �, DRAIN LINE t' ' WATER LINE i VICE CHAIRMAN _ DATE = ELECTRIC LINE'?_' OVERHEAD WIRES SECRETARY DATE REPRODUCTIONS OF THIS PLAN ARE INVALID UNLESS THEY BEAR THE EMBOSSED SEAL OF THE UNDERSIGNED PROFESSIONAL. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ,��11111111l�TT� OF C0NNFiii L C. Co No. 17247 /CENSER S U !!!1111111 MICHAEL C. HEALEY, L.S. No. 17247 PROPERTY BOUNDARY SURVEY LAND OF DW HOLDINGS LLC #23 PEQUOT ROAD MONTVILLE, CONNECTICUT JUNE 71 2017 FNO. DATE DESC. 1 JULY 2017 BOUNDARY INFO 2 9/7/17 ADDED B.M. 3 j 9/21/17 ADDED FLOOD ZONE AE 4 10/10/17 ADDED ACREAGE I FB: I DRAWN BY: MCH I CHECK BY: MCH PREPARED FOR: OWNER/APPLICANT DW HOLDINGS 140 ROUTE 32 N FRANKLIN, CT 06254 UP i5sc GRO 300 Winding Brook Drive Glastonbury, CT 06033 860 652 8227 k17 BSC Group, Inc. CALE: 1" = 10' 5 10 20 mT P:\prj\8360002\Survey\Drawings No:8360002XCP NO: 83600.02 1 SHEET 1 OF 4 LEGEND - PROPERTY LINE - LIMIT OF WORK ---------------- - SILT FENCE - SEDIMENT TRAP OVERFLOW - CONSTRUCTION ENTRANCE - TEMPORARY STOCKPILE LOCATION TEMPORARY SEDIMENT TRAP SILT FENCE (TYP.) 7�?\ e EDGE 0!-- •C�C�.� --- �� `.ate `•� �.. _ R&D CONCRETE WALL - PROTECT UTILITY POLE STABILIZE SLOPE WITH MODIFIED RIP RAP AS SHOWN N THE DETAIL SHEET (C-2.0) R WITH ABOVEGAPUCAPILE L TANK ENVIRONMENTAL - COMPLY _ R&D OVERHEAD WIRE BROOK / STANDARDS AND REGULATINS ---- R&D BUILDING, FOUNDATION, STEPS, AND DECK \ `\ i i \ PROTECT OVERHEAD WIRE EDG' E of ERoo!; -. _ \ I 7250 v: / 74'71 : RESIDENCE 73.00 4" a - 7LET ( X ' \ ' INV=�73�.5`3 I ` 0 / LIMIT OF WORK (TYP.) J R&D ALL BITUMINOUS / {r,/ Z_ ` PAVEMENT AND GRAVEL I I /L } I Ir WITHIN LIMIT OF WORiEMPRARY T x TRAPOOVERFLOW MENT • \ �J EL=73.50 X / _ RESIDENCE I �/ R&D FENCE (TYP.) i J I / � :.�;.• � '; •: •.:::.. ` fi PROPERTY UNE (TYP.) 74 ABANDON ITHWELL UCABLE CT DPH �L, / I�� / /� ' TEMPORARY SEDIMENT TRAP N TO REGULATIONS I }` j ` / TEMPORARGRADE Y SEDIMENT TE TO AITRAP I!•-77.74°, 1 X. Y.. X \ ' FENCH VARK DI "" ars \ c \ ( / R&D SANITARY LATERAL .'.::.' r Tc'= 77.. X.� .�.' � :'.''':.� TO PROPERTY UNE .P _�R�ANCEF=77.3c Tr-=7.63��'x50' CONSTRUCTION / / ``- \ / STOCKPILE LOCATION ,,r,=76.26 ,i ABANDON WELL IN ACCORDANCE WITH APPLICABLE ;0 \ �. / / �c CT DPH REGULATIONS 14L N R&D BUILDING, FOUNDATION, fi� 1 STEPS, AND DECK n oy�✓ / •Ai_ CUT AND CAP SANITARY � _ s------t,,.r- _._ \\' LATERAL AT PROPERTY UNE PROTECT OVERHEAD WIRE s s ?.-- A=3 {�1 s� , J s s s TFti 75.70 s s o / R&D SANITARY LATERAL TOPROTECT UTILITY POLE PROPERTY UNE PEOUCIT ROAD R&D OVERHEAD WIRE o`�La _"' s \ R&D OVERHEAD WIRE - CUT AND CAP SANITARY -_..,. _... - -- --" '- CB 42 '' - -- •__` -- � .-.._� s s / \. / LATERAL AT PROPERTY LINE Cid 75. Tr -76.33 - - _ _ _ - - - -� �`' - •�a, /�% % // T=75`33 - _ - ----- -- _ _moo==__--.-_._.----------IC8 _ _- - 6. ;7 EROSION & SEDIMENTATION CONTROL NOTES• TEMPORARY E&S MEASURES MAINTENANCE SCHEDULE SITE 1. PREPARATION NOTES: CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU DIG" (1-800-922-4455) AND VERIFY UTILITY CONTROL1. THIS PLAN IS FOR EROSION AND SEDIMENTATION (E&S) CONTROL ONLY. SEE OTHER PLANS FOR THE SCOPE OF E&5 MEASURE MAINTENANCE MEASURES SCHEDULE IN MARK -OUT WITH THE OWNER PRIOR TO THE INITIATION OF ANY SITE DISTURBANCE. CONNECTICUT CONSTRUCTION WORK. N0. DATE DESC. 2. DO NOT PROCEED WITH THE WORK UNTIL ALL E&S CONTROL MEASURES ARE IN-PLACE AND HAVE BEEN INSPECTED AND TEMPORARY CHECK AND REPAIR STONE OUTLET, CLEAN WEEKLY & WITHIN 24 HOURS 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING THE LOCATION AND NATURE OF ALL APPROVED BY THE ENGINEER. SEDIMENT TRAPS WHEN HAL' FULL OF SEDIMENT (DEWATER IF AFTER STORM GENERATING A SUBSURFACE UTILITIES AT THE PROJECT WHICH MAY 8E AFFECTED BY THE WORK. COORDINATE NECESSARY), RESTORE TRAP TO ORIGINAL DISCHARGE WITH RESPECTIVE UTILITY OWNERS AND PERFORM VERIFICATION OF TYPE, LOCATION AND INVERTS 3. THE MEASURES SPECIFIED HEREON ARE THE MINIMUM REQUIREMENTS FOR E&S CONTROL AND ARE SHOWN IN GENERAL SIZE NORTH FRANKLIN, CT 06254 DIMENSIONS 300 Winding Brook Drive Glastonbury, Connecticut 06033 AS REQUIRED. © 2017 BSC Group, Inc. AND LOCATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL E&S CONTROL MEASURES ARE 0 5 10 20 mu FILE:\\BSCBOS\GLA\PROJECTS-GLA\8360002\CIWL\-DRAWINGS DWG. N0: 3. NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONFIGURED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS. PROVIDE ADDITIONAL E&S MEASURES AS REQUIRED TO HAY BALES/ SILT REPAIR/REPLACE WHEN FAILURE OBSERVED, WEEKLY & WITHIN 24 HOURS CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. CONTROL EROSION AND SILTATION THROUGHOUT THE DURATION OF THE CONSTRUCTION AS CONDITIONS DICTATE AND/OR AS FENCE BARRIER REMOVE SILT WHEN ACCUMULATION REACHES AFTER STORM GENERATING A 4. THE LOCATIONS OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS, DIRECTED BY THE OWNER OR THE ENGINEER. APPROX. HALF HEIGHT OF BARRIER DISCHARGE SURVEYS, FIELD INSPECTIONS, AND OTHER AVAILABLE INFORMATION. THEY MUST BE CONSIDERED CONDITION AND ARE PROVIDED FOR 4. MONITOR AND INSPECT ALL E&S MEASURES IN AN ONGOING MANNER THROUGHOUT THE WORK AND TAKE CORRECTIVE TARP TEMPORARY ENSURE TARP IS SECURED OVER STOCKPILE AT DAILY APPROXIMATE BOTH TO LOCATION, SIZE, AND AS -BUILT INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING MEASURES, AS REQUIRED, TO MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER STOCKPILES THE END OF EACH DAY ACTUAL FIELD CONDITIONS. POLLUTANTS TO ANY RESOURCE AREAS. 5. THE DIMENSIONS SHOWN ON THE PLANS, INCLUDING THE INTENDED DIMENSIONS OF THE WORK, MAY 5. TO APPLICABLE ANY EROSION AND SEDIMENTATION MEASURE IMPLEMENTED BEYOND THAT SHOWN HEREON SHALL CONFORMS CONSTRUCTION ENTRANCE SWEEP PAVES ROADWAY ADJACENT SITE SFORM ENTRANCE AS NECESSARY, REFRESH STONE AS WEEKLY VARY FROM ACTUAL EXISTING CND11IONS IN THE FIELD. THE CONTRACTOR SHALL TAKE SECTIONS OF THE STATE OF CONNECTICUT'S 2002 "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" NECESSARY, REMOVE SILTED GRAVEL APPROPRIATE MEASUREMENTS TO VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AS WELL AS OTHER DIMENSIONS HE MAY DEEM APPROPRIATE TO FACILITATE THE COMPLETION OF THE WORK. 6. ANY STOCKPILED MATERIAL SHALL BE SUBJECT TO EROSION CONTROL MEASURES THAT INCLUDE A MINIMUM OF SILT FENCE MOISTEN EXPOSED PERIODICALLY MOISTEN EXPOSED SOIL SURFACES DAILY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT OR HAY BALE BARRIER COVER STOCKPILES IF SIGNIFICANT RAINFALL IS PREDICTED. SOILS WITH WATER ON UNPAVED TRAVELWAYS AND KEEP DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 7. PROVIDE TEMPORARY SEEDING WITH MULCH ON ALL EXPOSED SOIL AREAS WHERE WORK WILL BE SUSPENDED FOR LONGER TRAVELWAYS DAMP 6. IMPLEMENTING WORKER SAFETY AND/OR HEALTH PROTOCOLS THAT ADDRESS COMPLIANCE WITH THAN 30 DAYS. APPLY SEED AND MULCH WITHIN THE FIRST 7 DAYS OF SUSPENDING WORK. WHEN SEEDING IS NOT RULES, LAWS, AND REGULATIONS PERTAINING TO CONSTRUCTION SAFETY AND/OR THE POTENTIAL POSSIBLE DUE TO SEASONAL WEATHER CONDITIONS OR OTHER FACTORS, PROVIDE TEMPORARY STRUCTURAL SOIL PROTECTION AND/OR ACTUAL RISK OF EXPOSURE TO SITE-SPECIFIC PHYSICAL OR CHEMICAL HAZARDS IS SUCH AS MULCH, WOODCHIPS, EROSION CONTROL MATTING, OR COMPOST. SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 8. ALL TEMPORARY SLOPES IN EXCESS OF 3 (HORIZONTAL) TO 1 (VERTICAL) SHALL BE STABILIZED WITH EROSION CONTROL 7. ALL CONSTRUCTION FENCING AND WARNING SIGNS SHALL BE INSTALLED PRIOR TO ANY MATTING OR APPROVED EQUIVALENT. CONSTRUCTION. INSTALL CONSTRUCTION FENCING AT THE LIMIT OF WORK. 9. NO RUNOFF SHALL BE ALLOWED TO ENTER ANY STORMWATER SYSTEM OR EXIT THE SITE PRIOR TO TREATMENT FOR 8. PRIOR TO THE TERMINATION, ABANDONMENT, OR REMOVAL OF ANY UTILITY, VERIFY THAT SEDIMENT REMOVAL. APPLICABLE NOTIFICA11ONS HAVE BEEN MADE TO THE UTILITY OWNER/OPERATOR AND THAT THE 10. THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION SITE AND SHALL NOT ALLOW THE ACCUMULATION OF RUBBISH UTILITY HAS BEEN PROPERLY TERMINATED, CAPPED, OR PLUGGED AS REQUIRED. OR CONSTRUCTION DEBRIS ALL TRASH SHALL BE CLEANED ON A DAILY BASIS AND THE SITE SHALL BE LEFT IN A NEAT 9. PROTECT ALL IMPROVEMENTS NOT INCLUDED IN THE SCOPE OF SITE DEMOLITION. ANY CONDITION AT THE END OF EACH WORK DAY. IMPROVEMENT WHICH IS DAMAGED SHALL BE REPAIRED OR REPLACED IN-KIND TO THE OWNER'S APPROVED BY)HE NTVILLE PLANNIN D ZONING COMMISSION SATISFACTION. 11 APPUC BLE POUCISTAKE ALL R ANDRREGUL ONS RELATED TO SPILL PREVENTION, CONTROL, AND RSPONSE. AND ADHERE TO ALLU % CHAIRMAN � • DATE -/.z - `% 10. ALL EXISTING IMPROVEMENTS WITHIN THE LIMIT OF WORK SHALL BE REMOVED UNLESS OTHERWISE 12. FOR DUST CONTROL, PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER AND MAINTAIN ADEQUATE MOISTURE INDICATED. LEVELS, VICE CHAIRMAN DATE 11. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE RESTORED WITH SIX (6) INCHES 13. SWEEP ADJACENT ROADWAYS IF MUD OR SOIL IS TRACKED ON TO THEM, OR AS DIRECTED BY THE ENGINEER. SHOULD THE SECRETARY DATE OF LOAM, SEEDED, FERTILIZED, AND MULCHED. PROVIDE ADDITIONAL EROSION CONTROLS AS CONSTRUCTION ENTRANCE FAIL TO PREVENT THE TRACKING OF SOILS OR SEDIMENT OFF OF THE PROJECT SITE, A WASHING REQUIRED. RACK SHALL BE INSTALLED ALONG WITH APPROPRIATE MEASURES TO COLLECT RESULTING WASTEWATER. CONN, G. f• � 1 .-i W i �� I .!-• i n. . 4 ., WILLIAM G. WALTER, PE No. 23146 SITE DEMOLITION PLAN 23 PEQUOT ROAD IN MONTVILLE CONNECTICUT OCTOBER 3, 2017 SIONS- N0. DATE DESC. PREPARED FOR: DW HOLDINGS 140 ROUTE 32 NORTH FRANKLIN, CT 06254 7--- _i �11 B S C V 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2017 BSC Group, Inc. SCALE: 1 " = 10' 0 5 10 20 mu FILE:\\BSCBOS\GLA\PROJECTS-GLA\8360002\CIWL\-DRAWINGS DWG. N0: �- � .O JOB. NO: 83600.02 10 MIN. RADIUS rj - TO WORK AREA � � PAVED N ROAD 50'-100' LENGTH I MIN. ACCESS 6" TIMBER OR SIMILAR RIGID EDGE -J / CROSS SECTION SOIL STABILIZATION GEOTEXTILE PAVED ROAD ANGULAR CRUSHED STONE, ConnDOT M.01.01 No. 3 OR ASTM C33 No. 2 OR No. 3 NOTES: 1. REMOVE TOPSOIL AND ORGANICS PRIOR TO CRUSHED STONE PLACEMENT. 2. INSTALL SUB -BASE OF FREE DRAINING BACKFILL OR ROAD STABILIZATION GEOTEXTILE AS NECESSARY ON UNSTABLE SOILS. 3. LENGTH SHALL BE 50 FOOT MINIMUM. WHERE TRACKED SEDIMENTS CONTAIN LESS THAN 8OX SAND, LENGTH SHALL BE 100 FOOT MINIMUM. 4. IF THE GRADE OF THE CONSTRUCTION ENTRANCE DRAINS TO THE PAVED SURFACE AND IT EXCEEDS 256 SLOPE, CONSTRUCT ENTRANCE AT LEASE 15 FEET FROM ITS ENTRANCE ONTO THE PAVED SURFACE WHILE DIVERTING RUN-OFF WATER TO A SETTLING OR FILTERING AREA. 5. CONSTRUCT ANY DRAINAGE AND SETTLING FACILITIES REQUIRED TO ACCOMMODATE VEHICLE WASHING OPERATIONS. DIVERT ALL WASH WATER AWAY FROM ENTRANCE TO THE SETTLING AREA. 6. MAINTAIN ENTRANCE IS A CONDITION THAT WILL PREVENT WASHING OF SEDIMENT ONTO PAVED SURFACES. CONSTRUCTION ENTRANCE SCALE: NONE EC -101 -CT " M 1 � x1 jx42" MIN. WOOD STAKE OR STEEL POST X SILT FENCE 0 BACKFILL AND COMPACT 6"x6" TRENCH Ir d WORK AREA Ir 1 j"x1 j"x36" WOOD STAKE OR STEEL POSTS WITH A MIN. OF 0.5 POUNDS PER LINEAR FOOT (2 PER HAY BALE) EMBED HAY BALES 4" INTO GROUND. BACKFILL AND COMPACT EXCAVATED FILL ALONG HAY BALES WORK AREA PROTECTED AREA BINDINGS TO BE PARALLEL TO GROUND SURFACE HAY BALES FLOW TOP OF GROUND 18" GENERAL NOTES 1. HAY BALES SHALL BE MADE OF HAY OR STRAW WITH 40 POUND MIN. WEIGHT AND 120 POUND MAX. WEIGHT HELD TOGETHER BY TWINE OR WIRE. 2. PLACE HAY BALES ON CONTOUR AND WING THE LAST HAY BALES UP SLOPE SO THAT THE TOP OF THE LAST SEVERAL HAY BALES ARE HIGHER THAN THE UNE OF HAY BALES. 3. DRIVE FIRST STAKE IN EACH BALE TOWARD THE PREVIOUSLY LAID BALE TO FORCE THEM TOGETHER. 4. PUT ONE HAY BALE PERPENDICULAR ALONG HAY BALE BARRIER EACH 100 FEET. HAY BALE BARRIER SCALE: NONE EC -106 -CT PROTECTED AREA BUILDING TO FLOW REMOV IM MODIFIED RIP R 2:1 MAX. SLO TOP OF GROUND i N STAPLE I II PLACE 6" OF FABRIC B ALONG TRENCH AWAY 12" (MIN.) FROM PROTECTED AREA B A A STAPLE WOOD STAKE JOINT DETAIL GENERAL NOTES 1. FOR SLOPE & SWALE INSTALLATIONS, EXTEND FENCE OP SLOPE SUCH THAT BOTTOM ENDS OF FENCE WILL BE HIGHER THAN THE TOP OF THE LOWEST PORTION OF FENCE. 2. FOR FENCE INSTALLED ON LEVEL TERRAIN INSTALL WING SECTIONS PERPENDICULAR TO MAIN BARRIER AT 50'-100' INTERVALS. SILT FENCE BARRIER SCALE: NONE EC -107 NOTES: 1. DISTURBED SOIL ADJACENT TO BROOK IS TO BE STABILIZED WITH MODIFIED RIP RAP AS SHOWN. RIP RAP ON SLOPE SCALE: NONE GEOTEXTILE FABRIC TEMPORARY SEDIMENT TRAP SCALE: NONE EC -109 -CT #3 CRUSHED STONE DRY STORAGE ELEVATION MARK FOR CLEANOUT WEIR CREST MODIFIED ROCK RIPRAP STRIPPED GROUND GENERAL NOTES 1. STABILIZE EARTHEN EMBANKMENT BY SEEDING OR PROVIDE STONE SLOPE PROTECTION IMMEDIATELY AFTER INSTALLATION. 2. NON -OVERFLOW PORTIONS AND ABUTMENTS OF TEMPORARY SEDIMENT TRAPS MAY BE CONSTRUCTED OF COMPACTED EARTHFILL. APPROVED BY THS ONTVILLE PLANNING ND ZONING COMMISSION CHAIRMAN DATE 1.2 -IA -J7 VICE CHAIRMAN DATE SECRETARY DATE o� CONk M G. �C�/'moi co ."",'S' OMA" G` . WILLIAM G. WALTER, PE No. 23146 EROSION & SEDIMENTATION DETAILS 23 PEQUOT ROAD IN M 0 NTVI LLE CONNECTICUT OCTOBER 3, 2017 NO. DATE DESC. PREPARED FOR: DW HOLDINGS 140 ROUTE 32 NORTH FRANKLIN, CT 06254 BSC Gwoup 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2017 BSC Group, Inc. SCALE: AS SHOWN FILE: \\]BsCB0S\GLA\PROJECTS—GLA\8360002\CML\—DRAWINGS DWG. N0: ��� JOB. NO: 83600.02 .0 3'Wx5'Lx2'H CONCRETE BLOCK - 2 COURSES (TYP.) CHAIN LINK FENCE (TYP.) STONE FILTER 1=72.50 1=73.50 SEDIMENT FOREBAY TOP ELEV=76.50 BOTTOM ELEV--72.50 WEIR ELEV=73.50 DMH WITH WEIR (DOGHOUSE) TF=78.00 I(OUT-E-EX)=74.05+ I(OUT-S)=74.10 I(IN-EX)=74.14± 15'-8" HDPE ® 10.00x 25'-15" HDPE 02.48% 1=73.48 5-6" HDPE 0 0.00X 3,000 GAL HOLDING TANK TF=74.50 BOTTOM=65.75 ; I(IN)=70.75 WOODEN STOCKADE FENCE x31.20 D D - 0 a 13:1 21'-15" HDPE CULVERT END' 1=72.00 .. 1% ANNUAL CHANCE FLOOD BOUNDARY AS DEPICTED ON '. FEMA FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT PANEL 353 OF 554 MAP NUMBER 09011CO353G EFFECTIVE DATE JULY 18, 2011 FEMA FLOOD ZONE AE BOUNDARY 0.2% ANNUAL CHANCE FLOOD BOUNDARY AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNEC77CUT -- - PANEL 353 OF 554 MAP NUMBER 09011CO353G EFFECTIVE DATE JULY 18, 2011 MODIFIED RIP RAP FRENCH DRAIN 1-70.00 ®�.....,.._ __._._.... ` .....,...._.._..__�_.._ <_ .-x.._ _ ..._. - 75' GUARD RAIL - SET -s _.._�p_-__..�.... 12'W FENCE GATE - - _ 1' OFF STREET LINE "% i .r. w. �a " SDR -35 RIGID PVC PROVIDE BACKFLOW PREVENTOR (US PLASTIC CORP 4" PVC BACKWATER VALVE, OR EQUAL) 4" SDR -35 PVC PERFORATED UNDERDRAIN (TYP.) 4" SDR -35 RIGID PVC RIP RAP SPILLWAY 1=70.67 PROPERTY LINE (TYP.) I NOTES• I. CONTRACTOR SHALL NOTIFY 'CALL BEFORE YOU DIG- (1-800-922-4455) AND VERIFY UTILITY MARK -OUT WITH THE OWNER PRIOR TO THE INITIATION OF ANY SITE DISTURBANCE. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND NATURE OF ALL SUBSURFACE UTILITIES AT THE PROJECT WHICH MAY BE AFFECTED BY THE WORK. COORDINATE WITH RESPECTIVE UTILITY OWNERS AND PERFORM VERIFICATION OF TYPE, LOCATION AND INVERTS AS REQUIRED. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 4. THE LOCATIONS OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS. SURVEYS, FIELD INSPECTIONS, AND OTHER AVAILABLE INFORMATION. THEY MUST BE CONSIDERED APPROXIMATE BOTH TO LOCATION, SIZE, AND AS -BUILT CONDITION AND ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL FIELD CONDITIONS. 5. THE DIMENSIONS SHOWN ON THE PLANS, INCLUDING THE INTENDED DIMENSIONS OF THE WORK. MAY VARY FROM ACTUAL EXISTING CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS TO VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AS WELL AS OTHER DIMENSIONS HE MAY DEEM APPROPRIATE TO FACILITATE THE COMPLETION OF THE WORK. 6. ENGAGE A CONTHE UT -LICENSED LAND SURVEYCI2 TO PERFORM LAND -SURVEYING SERVICES REQUIRED. INCLUDING, BUT NOT LIMITED TO VERIFlCATtON AND LAYOUT of PROPOSED IMPROVEMENTS, DIMENSIONS. AND ELEVATIONS. REPORT Post Construction Requirments DISCREPANCIES TO THE ENGINEER. AFTER CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE OWNER, IT SHALL BE THE TO 7. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE RESTORED WITH FOUR (4) INCHES OF LOAM, SEEDED, FERTILIZED, AND MULCHED. RESPONCIBILITY OF THE OWNER TO MAINTAIN ALL DRAINAGE STRUCTURES. IN ADDITION THE LEGENDFOLLOWING MAINTENANCE GUIDUNES SHALL BE THE RESPONCIBILITY OF THE OWNER, 8. VERIFY ALL GRADES AND SLOPES PRIOR TO CONCRETE PLACEMENT. REPORT DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. BEGINNING THE FIRST YEAR PERIOD FOLLOWING CONSTRUCTION COMPLETION AND ACCEPTANCE, AND SHALL BE FOLLOWED EACH YEAR THEREAFTER: TOPOGRAPHY: MAJOR INTERVAL WITH LABEL 9. PROPOSED GRADES INDICATE DESIGN INTENT. VERIFY ELEVATIONS AND MAKE ADJUSTMENTS TO MEET FIELD CONDITIONS. DO NOT PROCEED WITH ANY ADJUSTMENT OR FIELD MODIFICATION UNTIL APPROVED BY THE ENGINEER. 1) DRAINAGE AND OTHER PAVED AR - TOPOGRAPHY: MINOR INTERVAL EAS: INSPECTED WEEKLY FOR LITTER AND DEBRIS, 10. GRADE TRANSITION BETWEEN TOPOGRAPHIC LINES AND SPOT GRADES SHALL BE UNIFORM UNLESS OTHERWISE INDICATED. SWEPT AT LEAST TWICE A YEAR, WITH THE FIRST OCURRING AS SOON AS POSSIBLE - TOPOGRAPHY: SPOT GRADE AFTER FIRST SNOWMELT AND THE SECOND NOT LESS THAN 90 DAYS FOLLOWING THE 11. UNLESS OTHERWISE INDICATED, BLEND TRANSITIONS IN ELEVATION BETWEEN NEW WORK AND AREAS TO REMAIN AT A MAXIMUM SLOPE OF iVc 2H AND RESTORE WITH SIX (6) INCHES OF LOAM AND SEED. PROVIDE ADDITIONAL EROSION CONTROLS 2) CATCH BASIN SUMPS: INSPECT SEMI-ANUA - STORMWAIER PIPE AS REQUIRED. COORDINATE WITH ENGINEER IF DIMENSIONAL CONSTRAINTS REQUIRE STEEPER SLOPES. LLY AND CLEANED WHEN SUMP IS ONE - UNDERDRAIN 12. ALL DRAINAGE PIPE THAT IS 12 -INCHES OR LARGER SHALL BE HIGH DENSITY POLYETHYLENE, UNLESS OTHERWISE INDICATED. HALF (j) FULL OF SILT AND/OR DEBRIS - STORM DRAINAGE MANHOLE 13. UPON REACHING PROPOSED SUBGRADE ELEVATIONS "THIN THE FIELD, ENGINEER WILL REVIEW SUBGRADE PRIOR TO INSTALLATION OF DRAINAGE SYSTEM. 14. ALL CATCH BASINS AND SHALLOW DROP INLETS SET AGAINST CURBS SHALL BE CONNDOT TYPE 'C. ALL OTHERS SHALL BE CONNDOT TYPE 'C -L - HDPE CULVERT END 15. ALL UNDERDRAINS SHALL BE 4 -INCH PERFORATED SDR -35 PVC (ASTM F758) WRAPPED IN FILTRATION GEOTEX71LE FABRIC. PERFORATIONS SHALL BE UNIFORMLY SPACED ALONG THE LENGTH AND CIRCUMFERENCE SOLVENT WELD WITH PRIMER (ASTM F656) AND SOLVENT CEMENT (ASTM F493) PER ASTM D2855 OR INTEGRALLY -FORMED BELL AND SPIGOT GASKETED CONNECTIONS WITH ELASTOMERIC SEALGASKETS) M ETING I THE APPROVED BY E MON LLE PLANNING D ZONING COMMISSION - RIP RAP REQUIREMENTS OF ASTM F477. �jLr �vT%/� 16. THE TOPS, RIMS, FRAMES, GRATES, AND COVERS (AS APPLICABLE) OF ALL UTILITY STRUCTURES THAT ARE TO REMAIN SHALL BE ADJUSTED TO MATCH FINAL GRADE IN A FLUSH CONDITION. ALL NEW UTIUTY STRUCTURES SHALL BE INSTALLED CHAIRMAN DATE - GRADING SLOPE INDICATOR WITH TOPS, RIMS, FRAMES, GRATES. AND COVERS (AS APPLICABLE) TO FINAL GRADE IN A FLUSH CONDI110N, VICE CHAIRMAN DATE I 17. N THE CONCLUSION OF THE WORK. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT MATERIAL FROM ALL PORTIONS OF THE STORM DRAINAGE SYSTEM. INCLUDING NEW WORK AND EXISTING WORK THAT REMAINS OR IS INCORPORATED SECRETARY DATE INTO THE NEW SYSTEM. CROSS COUNTRY FINAL BACKFILL: MIN. 24" COMMON FILL (SEE COVER SPECIFICATIONS FOR COMPACTION REQUIREMENTS) - SPRING LINE PAVEMENT AREAS PAVEMENT SECTION VARIES (SEE PLANS AND DETAILS) SUBBASE OR COMMON FILL BASED ON PAVEMENT SECTION GEOTEXTILE (ONLY TO BE USED WHERE PERFORATED PIPES ARE CALLED FOR) INITIAL BACKFILL HAUNCHING BEDDING UNDISTURBED SUBGRADE NO WHERE TRENCH WALLS ARE STABLE OR SUPPORTED, PROVIDE A WIDTH SUFFICIENT, BUT NO GREATER THAN NECESSARY, TO ENSURE WORKING ROOM TO PROPERLY PLACE AND COMPACT HAUNCHING AND OTHER EMBEDMENT MATERIALS. UNLESS OTHERWISE SPECIFIED BY THE PIPE MANUFACTURER, THE SPACE BETWEEN THE PIPE AND TRENCH WALL MUST BE WIDER THAN THE COMPACTION EQUIPMENT USED IN THE PIPE ZONE. MINIMUM WIDTH SHALL BE NOT LESS THAN THE GREATER OF EITHER THE PIPE OUTSIDE DIAMETER PLUS 16 INCHES OR THE PIPE OUTSIDE DIAMETER TIMES 1.25, PLUS 12 INCHES. 2. WHERE PERFORATED PIPES ARE CALLED -FOR, BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE CONNDOT NO. 6 CRUSHED STONE SHALL MEET THE REQUIREMENTS OF FORM 816 M.08. 3. WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL PER THE SPECIFICATIONS. AS AN ALTERNATIVE, AND AT THE DISCRETION OF THE ENGINEER THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL UNDER ie - . PIPE DIAMETER (inches) DIAMETER 12 15 18 24 30 36 A 6.5 6.5 7.5 7.5 7.5 7.5 B (MAX) 10.0 10.0 15.0 18.0 22.0 25.0 H 6.5 6.5 6.5 6.5 8.6 8.6 L 25.0 25.0 32.0 36.0 58.0 58.0 W 29.0 1 29.0 1 35.0 1 45.0 63.0 63.0 SOME CIRCUMSTANCES. f GENERAL NOTE. 4. BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE CONNDOT NO. 6, NO. 67, OR NO. 8 AGGREGATE OR 1. FLARED END SECTION SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) MEETING ASTM OTHER MATERIALS MEETING THE REQUIREMENTS OF ASTM D2321 FOR CLASS IA, IB, 11, OR III UNLESS OTHERWISE D3350 MINIMUM CELL CLASSIFICATION 213320C; CONTACT MANUFACTURER FOR INDICATED BY THE PIPE MANUFACTURER. ADDITIONAL CELL CLASSIFICATION INFORMATION. WHEN PROVIDED, THE METALL THREADED TYPICAL TRENCH SECTION --- THERMOPLASTIC FASTENING ROD SHALL BE STAINLESS STEEL. DRAINAGE PIPE HDPE FLARED END SCALE: NONE SCALE: NONE BASIN LOCATION NATION A B 1 75.00 74.50 10' 1 3' 1 3' TOP OF BERM 3 rA ILLWAY ELEV.=B 3 l. i MIN. LOAM (TYP.) -/ I L _ 12" 11" CRUSHED STONE WRAPPED IN FILTER FABRIC MODIFIED RIP RAP STONE (SEE NOTE) REINFORCED CONCRETE OR GRANITE SILL EMERGENCY SPILLWAY SCALE: NONE SM -115 -CT TOP RAIL POST CAP STRETCHER BAR STRETCHER BAR BANDS 12" O.C. TRUSS ROD END POST 2" MESH, 9 GAUGE, VINYL COATED CHAIN LINK FENCE FABRIC, TOP AND BOTTOM SELVAGE KNUCKLED BOTTOM RAIL FINISH E FOOTING; SEE DETAIL CHAIN LINK FENCE FRAMEWORK SCHEDULE CARRY SPILLWAY 2'-0" BEYOND BERM CREST GENERAL NOTE 75% OF RIPRAP STONE SHALL BE 70 TO 100 LBS. AND SHALL BE HAND CHINKED TO LEAVE A SMOOTH SURFACE ALONG THE TOP OF THE BERM AND A ROUGH SURFACE ALONG DOWNSTREAM SURFACE AND TOE OF THE BERM. FABRIC HEIGHT UP TO 4' 5' TO 6' 8' TO 10' END, CORNER & PULL POST 2.375" O.D. 2.875" O.D. 3.5" O.D. UNE POST 1.900" O.D. 2.375" O.D. 2.875" O.D. TOP AND BOTTOM RAIL 1.660" O.D. 1.660" O.D. 1.660" O.D. MIDDLE RAIL NONE INONE 1.660" O.D. FOOTING 12" DIA. 12" DIA. 115* DIA. NOTES: 1. INSTALL ALL FENCE FABRIC ON FIELD SIDE OF POSTS. 2. ALL CHAIN LINK FENCE SHALL BE GROUNDED PER CHAIN LINK MANUFACTURERS RECOMMENDATIONS. CHAIN LINK FENCE SCALE: NONE FASTENERS 18" O.C. AT ALL HORIZONTAL RAILS �- FASTENERS 18" �- O.C. AT LINE POSTS z J < a < w w I w UNDISTURBED SUBGRADE 8" 6" OR GRANITE SILL 1, NOTES: 1. TANK SHALL BE "3,000 GALLON H2O SINGLE COMPARTMENT SEPTIC TANK" AS MANUFACTURED BY JOLLEY PRECAST INC., OR ENGINEER -APPROVED EQUAL. 2. ALL JOINTS ARE SEALED WITH BUM RUBBER SEALANT. 3. ALL INLETS AND OUTLETS HAVE WATER TIGHT STATE APPROVED SEALS. 4. AVAIABLE OUTLET FILTER SHOWN. 5. MEETS CURRENT ASTM C 1227. 6. CONCRETE STRENGTH 5,000 PSI MIN. AT 28 DAYS. 7. MEETS H-20 WHEEL LOAD REQUIREMENTS. 8. REBAR - ASTM A-615 GRADE 60. 9. AFTER INSTALLATION, TANK SHALL BE VACUUM TESTED BY MANUFACTURER. 3,000 GALLON H2O HOLDING TANK SCALE: NONE C, CULVERT END Ra � --- ----- r- La 0%y 14I SECTION A -A IES SP _€ MAX. INSIDE PIPE SPAN (NON -CIRCULAR SECTIONS) INSIDE PIPE DIAMETER (CIRCULAR SECTIONS) Rp =€ MAX. INSIDE PIPE RISE (NON -CIRCULAR SECTIONS) INSIDE PIPE DIAMETER (CIRCULAR SECTIONS) L LENGTH OF RIPRAP MEASURED FROM THE END OF �J 1 GRANULAR FILL GEOTEXTILE FABRIC (SEPARATION) SHOULD FIELD CONDITION WARRANT OUTLET ID APRON TYPE X W W2 4 64/#xt"1z Y RIPRAP TYPE 1 A 3 3.75 10.5 10 6" MODIFIED 3" ° - THE CULVERT END SECTION. 12" - MODIFIED RIPRAP d = 18" - INTERMEDIATE RIPRAP 36" - STANDARD RIPRAP RIPRAP APRON -- TYPE A & TYPE B FRENCH DRAIN SCALE: NONE SCALE: NONE SM -106 -CT FINISH GRADE 6" TOPSOIL WRAP STONE IN FILTER FABRIC 4"-V CRUSHED STONE (CONNDOT #6) 4" PERFORATED SDR -35 PVC WRAPPED IN FILTRATION GEOTEXTILE SECTION, A -A 12" COMPACTED GRANULAR FILL UNDERGROUND DETENTION OUTLET CONTROL MAHOLE REINFORCED CONCRETE PAD SCALE: NONE SCALE: NONE 3'Wx5'Lx2'H PRECAST VL IML. SECTION A -A (SPILLWA)I 28 26' 1---- 5' ---I-- 3' SECTION B -B CONCRETE BLOCK SEDIMENT FOREBAY SCALE: NONE 3'Wx5'Lx2'H CONCRETE BLOCK 15" HDPE HIGH-FLOW PIPE 8" HDPE LOW -FLOW PIPE 4" PERFORATED HDPE WRAPPED IN FILTER FABRIC CRUSHED STONE (CONNDOT #6) CONCRETE P CONCRETE BLOCK SEDIMENT FOREBAY OUTLET SCALE: NONE �9 NOTES' co 4 64/#xt"1z g. 9/OMAL : ASN STEPS DETAILS 23 PEOUOT ROAD IN MONTVILLE CONNECTICUT 4' INSIDE 1. DESIGN TO CONFORM TO H-20 LOADING. DATE DESC. DIAMETER 2. THE 24" DIAMETER PIPES ARE NOT PERPENDICULAR TO THE DMH CENTER. CONTRACTOR TO PLACE AS NECESSARY TO 24" INLET PIPE 24" HIGH-FLOW PIPE ALLOW CONSTRUCTION OF BOTH TWO (2) PIPES DW HOLDINGS 140 ROUTE 32 -► I GROUP ""' AND THE STEEL PLATE HARDWARE. 860 652 8227 © 2017 BSC Group, Inc. SCALE: AS SHOWN PLATE 1/4- DWG. NO: C-4.0 JOB. NO: 83600.02 STAINLESS o3 '9 MANHOLE FRAME AND COVER 3 0 2' DIA. SET FRAME IN FULL g� PIAN BED OF MORTAR r�FINISH ADJUST TO REQUIRED TO BE GRADE WITH MINIMUM OF 2 BRUS BRUSHED OR MAXIMUM OF 5 BRICK #4 BAR ®12" COURSES OR EQUIVALENT EACH WAY TOP DIMENSION WITH & BOTTOM " REINFORCED CONCRETE 1" RADIUS COLLARS 2' SPACING. F1'NtSH 2" MIN. COVER 8 " d GRAOE TOP OF PLATE ELEV=76.72 d a • ° _ ° -° w° d e a a a a ° REINF. CONC. SLAB - 4,000 PSI CONC. ° d a s t° D „ a ° , °L= a e va • 4P 1" DIAMETER DROP e ° ° °° " FRONT TYPE 6' DIA. , " MANHOLE STEPS A a ° a 12" PROCESSED AGGREGATE BASE - - - 2" MIN. COVER 15" LOW -FLOW PIPE COMPACTED SUBGRADE ELEV=74.10 ° �} 24" HIGH-FLOW PIPE & BOTTOM / ELEV=74.05 .. SECTION, A -A 12" COMPACTED GRANULAR FILL UNDERGROUND DETENTION OUTLET CONTROL MAHOLE REINFORCED CONCRETE PAD SCALE: NONE SCALE: NONE 3'Wx5'Lx2'H PRECAST VL IML. SECTION A -A (SPILLWA)I 28 26' 1---- 5' ---I-- 3' SECTION B -B CONCRETE BLOCK SEDIMENT FOREBAY SCALE: NONE 3'Wx5'Lx2'H CONCRETE BLOCK 15" HDPE HIGH-FLOW PIPE 8" HDPE LOW -FLOW PIPE 4" PERFORATED HDPE WRAPPED IN FILTER FABRIC CRUSHED STONE (CONNDOT #6) CONCRETE P CONCRETE BLOCK SEDIMENT FOREBAY OUTLET SCALE: NONE ��'�``• M o co 4 64/#xt"1z g. 9/OMAL : ASN WILLIAM G. WALTER, PE No. 23146 DETAILS 23 PEOUOT ROAD IN MONTVILLE CONNECTICUT OCTOBER 3, 2017 NO. DATE DESC. PREPARED FOR: DW HOLDINGS 140 ROUTE 32 NORTH FRANKLIN, CT 06254 I GROUP 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2017 BSC Group, Inc. SCALE: AS SHOWN FILE: \\BSCBOS\GLA\PROJECTS-GLA\8360002\CML\-DRAWINGS DWG. NO: C-4.0 JOB. NO: 83600.02 WOODEN STOCKADE FENCE I w z J w W OI D: 0- l f- \ \— BERM ELEV. = 75.50 \\ BERM ELEV. = 75.5 SPILLWAY ELEV. = 74.50 24 PERVIOUS MATERIAL GEOTEXTILE 4\ TOPSOIL CONNDOT FILTRATION FABRIC BOTTOM ELEV. = 72.00 4 PERFORATED UNDERDRAIN GROUNDWATER — _----------- - — ------------_-- - ——- ---_. I=7o.o0 — — — — — — -- — ------- — —– — — — — -----— — — — — — — -- ELEV. * 70.00 4" PERFORATED UNDERDRAIN COMPACT SUBGRADE 1=70.00 PAY LIMIT R—B END ANCHORAGE OR IMPACT ATTENUATION SYSTEM W6x8.5 POST TYP. (W150X14) Ix 8" x 14" 150x203x356) LOCKOUT TYP. LAP IN DIRECTION OF TRAFFIC 12'-6" TYPICAL RAIL SECTION (3810) 1— 4" PLAN (1905) DIRECTION OF TRAFFIC W–BEAM RAIL ELEMENT CURBING 1• • 1 • • 9 O,• ,p.• O,o• p• • ;316 eM• • p p••l • .�' • �iO •••c•• 40 O• .. • b i • •bQ A • O '.•�.�•a' •io•�• •M:• • b ••• o.�• Rt� w • O • • ELEVATION METAL BEAM RAIL (TYPE R -B 350) CONNECTO OVER W -B 3 2" ' (216�" ) (57} 2' (610) APPROX. PLAN /—CONTOUR TO FIT OVER RAIL �o a 0 ?` SPLICE BOLT SLOTS oo xo 2%2"x1XV r (2 x 3) .1 a r- Q ELEVATION ROUNDED W -BEAM END SECTION TYPICAL RAIL MOUNTING SEE DETAIL A b RAIL HEIGHT r - MEASURED N ") FROM TOP vOF SHOULDER PAVEMENT TOP OF — PAVEMENT EDGE OF PAVEMENT INFILTRATION BASIN SECTION A --A SCALE: 1" - 3' PROCESSED AGGREGATE I- 0 .;•-•�.�c • • .. bQ:••p •.•0. -.O• W6x8.5 POST (W150X14) 2' MIN. (610) '� -ET— SECTION A NO CURB APPLICATION 4'-10" (1473) 3' - 10" OFFSET 1168 SECTION A 14 IC z m 13/16" x 2 5/8" PICKETS WITH FLAT TOP, 4" MINIMUM FASTENED TO TOP, MIDDLE do BOTTOM RAILS SQUARE CEDAR WITH 1 3/4" GALVANIZED FASTENERS POST 8' O.C. TYP. 2 3/4" MINIMUM DIAMETER HORIZONTAL RAIL CAPPING STRIP WITH GALVANIZED FASTENER THROUGH POST INTO TENON LN 2 1/8" DIAMETER x 2 1/4- LONG N TENON EACH END OR RAIL, TYP. 0 • i N \� 3 1/2X 3 1/2% 8" DEEP •' \// MINIMUM GALVANIZED • MONTVILLE • \ ANCHOR, 7 GAUGE STRAP • \ \� ' AND BASE, SET IN CONCRETE FOOTING. SECURE/ DESC. POST TO ANCHOR WITH (2)\/\/\ // 3,000 PSI CONCRETE 5/8" THROUGH BOLTS SLOPE TOP OF FOOTING TO DRAIN AWAY FROM FENCE POST 1. ALL FENCING MATERIAL SHALL BE TREATED NORTHERN WHITE CEDAR, TO THE DIMENSIONS SHOWN ON THE DRAWING. 2. LINE FENCE TOP AND BOTTOM SHALL BE INSTALLED STRAIGHT AND TRUE. ALL POSTS AND FACING BOARDS OR SLATS SHALL BE INSTALLED PARALLEL AND PLUMB. ALL RAILS SHALL BE INSTALLED PARALLEL AND TRUE. 3. ALL GATE HARDWARE SHALL BE DOUBLE DIP HOT GALVANIZED. THE CONTRACTOR SHALL SUBMIT GATE AND FENCE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW. 6' SINGLE SI DED WOOD FENCE SCALE: NONE FSN-105–CT .01, ,CON* WILLIAM G. WALTER, PE No. 23146 DETAILS 23 PEQUOT ROAD IN MONTVILLE CONNECTICUT OCTOBER 3, 2017 NO. DATE DESC. PREPARED FOR: DW HOLDINGS 140 ROUTE 32 NORTH FRANKLIN, CT 06254 BSC GROUP 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2017 BSC Group, Inc. SCALE: AS SHOWN FILE: \\BSCBOS\GLA\PROJECTS-GLA\8360002\CML\-MMNGS DWG. NO: C-4.1 1 JOB. NO: 83600.02