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HomeMy WebLinkAboutSite PlanBIT PAVE N/F Quarry Assoc. Limited Partnership , Parcel ID #072-054–OOC Vol 161 Pg 677 I lz4e SITE o o l � J s oe � 163 �� OZ Rr Pickerpwd •_ - �� pOR� AVE ��� ..�----"""'�Q'��� ` • C9 �UF LOCUS MAP �, � FLOOD ELEVATION AT STUD SCALE: 1 =1000Y ! +� SECTION 1 = 73.31- � \NIF '\ DW Holdings m Parcel ID #072-054–OOB `\\ VACANT LAND Vol 478 Pg 676 lir. �-� —74— r • x-74 �#7250 '� . S20 53 39 E S204 172 — \ OUTLET INV=�. 59 J N/F 3 DW Holdings LLC Parcel ID #072-037–OOA #33 PEQUOT RD Y Vol 569 Pg 588 U OSMH TF= 77.13 CONC BLOCK WALL m U I I I I Stand Pipe Top =76.71 - GW76.71 - GW = 71.21 I W � N 0 ' M I tfj 00 in Coi NOTES: 1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-30OB-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. MONUMENTED PROPERTY SURVEY WITH BOUNDARY DETERMINATION CONFORMING TO DEPENDENT RESURVEY CATEGORY BASED ON PLAN REF. # 2A & #2B CLASS OF HORIZONTAL ACCURACY., A-2 THE INTENT OF THIS SURVEY AND MAP IS TO DEPICT EXISTING AND PROPOSED LEASE AREAS DATE OF THE SURVEY SEPTEMBER 2014, JULY 2015, FEBRUARY 2016, UPDATES TO APRIL 2017 2. REFERENCE HAS BEEN MADE TO THE FOLLOWING MAPS AND PLANS: 3. DEED REFERENCES: 4. THE PROPERTY FALLS WITHIN AN INDUSTRIAL ZONE. 5. PROPERTIES ARE TO MERGE WITH 33 PEQUOT ROAD 28" ADS (N-12) 103 L.F. GRA VEL PEQUOTROAD ■ MONUMENT FOUND D EASEMENT CORNER (CALCULATED) QS SEWER MANHOLE QU UTILITY MANHOLE (UNKNOWN) ® WATER GATE © GAS GATE UTILITY POLE D GUY ANCHOR LIGHT POLE DELINEATED WETLAND BOUNDARY CaW CONCRETE (R) RECORD INFORMATION ► INV. = XXX. XX PIPE INVERT ELEVATION — —,ax— — MAJOR CONTOUR XXX MINOR CONTOUR x SPOT ELEVATION • EDGE OF WATER EDGE OF GRAVEL PROPERTY LINE — ABUTTING PROPERTY LINE RETAINING WALL X CHAIN LINK FENCE (. DRAIN LINE W- WATER LINE ELECTRIC LINE a+w— OVERHEAD NARES eannncrn ni+.tv+. .nn �I Q� Q N J 00 31 �/ Afi C4 n. 00 cnl o Stand Pipe f Top = 77.2E GW = 71.71- • GRA VEL 1Z 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 CT GR FEMA FLOOD ZONE AE BOUNDARY 0.2X ANNUAL CHANCE FLOOD BOUNDARY AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT 0 / PANEL 353 OF 554 MAP NUMBER 09011CO353G / EFFEC77VE DATE JULY 18, 2011 / Femo Zone X Unshaded` / EDGE OF BROOK t OXOBOXO BROOK - - / FEMA FLOOD ZONE AE BOUNDARY \ \ APPROXIMATE • •�, •�-�. EDGE OF BROOK \ 100 YEAR FLOOD / `ELEVATION LIMITwaft / —NORM wow -Aft NNW 72-- X39" E ",,,� e _ _ '�"�-...,�..� / LLC _ x FLOOD ELEVATION A \, GRAVEL BRIDGE= 71.01- / s LLC � 042-000 \ / T RD x / 750 Fema Zone X Unshaded O MH TF= 76.70 S Otis\ / / BIT PAVE N/F Town of Montville x (Pump Station) PLrcel ID #072-043–OOA Vol 162 Pg 327 k k � IL / \ CB TF= 76.42 ve �-- DWTranport& Leasing Inc. Parcel ID x'072-035-000 / oy�y Vol 514 Pg 304 10, / 06* o sI- /� \ �A— \ 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. oF No. 17247 410EN SE0 '9ti0 S U gl MICHAEL C. HEALEY, L.S. No. 17247 PROPERTY BOUNDARY SURVEY LAND OF DW HOLDINGS LLC #23 PEQUOT ROAD MONTVILLE, CONNECTICUT JUNE 77 2017 I RPvf<zinKic- NO. x DESC. x JULY 2017 x �— X 9/7/17 O MH TF= 76.70 S Otis\ / / BIT PAVE N/F Town of Montville x (Pump Station) PLrcel ID #072-043–OOA Vol 162 Pg 327 k k � IL / \ CB TF= 76.42 ve �-- DWTranport& Leasing Inc. Parcel ID x'072-035-000 / oy�y Vol 514 Pg 304 10, / 06* o sI- /� \ �A— \ 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. oF No. 17247 410EN SE0 '9ti0 S U gl MICHAEL C. HEALEY, L.S. No. 17247 PROPERTY BOUNDARY SURVEY LAND OF DW HOLDINGS LLC #23 PEQUOT ROAD MONTVILLE, CONNECTICUT JUNE 77 2017 I RPvf<zinKic- NO. DATE DESC. 1 JULY 2017 BOUNDARY INFO 2 9/7/17 ADDED B.M. 3 9/21/17 ADDED FLOOD ZONE AE r LEGEND - PROPERTY LINE - LIMIT OF WORK - SILT FENCE += - SEDIMENT TRAP OVERFLOW - CONSTRUCTION ENTRANCE - TEMPORARY STOCKPILE LOCATION - TEMPORARY SEDIMENT TRAP SILT FENCE (TYP.) ,,,_•, _ . . EDGE OR BROOK . / �.s `. R&D CONCRETE WALL - PROTECT UTILITY POLE STABILIZE SLOPE WITH MODIFIED RIP RAP AS SHOWN ON THE .• DETAIL SHEET (C-2.0) R&D ABOVEGROUND OIL TANK - COMPLY R&D OVERHEAD WIRE OXOBOX\OBROOK WITH ALL APPLICAPLE ENVIRONMENTAL I STANDARDS AND REGULATIONS R&D BUILDING, FOUNDATION, STEPS, AND DECK tEDGE GF' BROOKPROTECT OVERHEAD WIREAij waft / �_... • t.. ?2 RESIDENCE • • 73.00 4 `- - UXET IN 59 IT OF WORK (TYP.) I /R&D ALL BITUMINOUS PAVEMENT AND GRAVEL ' � WITHIN LIMIT OF WOR / t -, � � ,/ ' ' ' � � ::... • .•::... x: TEMPORARY SEDIMENT TRAP OVERFLOW •. •.::: •: •. •, • ::• : •: �� EL -73.50 RESIDENCE � � • • � R&D FENCE (TYP.) / PROPERTY LINE (TYP.) 74Z / + �. ABANDON WELL IN ACCORDANCE • .' " • • .• .' :: � � • • :.' WITH APPLICABLE CT DPH TEMPORARY SEDIMENT TRAP REGULATIONS r..i. 7.74 ' ••... �: X ` _ X / -GRADE SITE TO DRAIN TO 7 ' TEMPORARY SEDIMENT TRAP BENCH MARK \ :,;• ; `:: ::.' -...- 'f �'��.� DMH RIM:.' I / J/ R&D SANITARY LATERAL J ' TF= 77.99 I : ; ; ..' :::: ; ' • x f / / TO PROPERTY LINE \� , CONSTRUCTION �, T- 77.36 ENTRANCE : • :' F 6 63 6 i TEMPORARY�76. STOCKPILE LOCATION CB / :" ::::;;:_' to ✓ / - 76.26 O _ ABANDON WELL IN ACCORDANCE WITH APPLICABLE O aHw Hw 0 -� CT DPH R _.. EGULATIONS _ Of4 t i { - ,.. • ...,. ter« - ...e1..,.... R&D BUILDING, FOUNDATION ' . STEPS, AND DECK L.F. S S --------- 5�---_» �y� CUT AND CAP SANITARY A � ADS (N-12) 3 S s SMH � LATERAL AT PROPERTY LINE PROTECT OVERHEAD RE S ''� - s TF= 76.70 /- _ ._ s R&D SANITARY LATERAL TO PEQUOT R PROTECT UTILITY POLE PROPERTY LINE R&D OVERHEAD WIRE oy1, s R&D OVERHEAD WIRE CB CUT AND CAP SANITARY- CB CB ...... �.....- Tip'=76.42 �' "' --. --. s % \ /� LATERAL AT PROPERTY LINE 7F 76.33 r..- -" �� TF= 76.33 �.., P . __. _ _ _... .. -- - ..._ -- --- •-' 1 ...... ..... ,.... -- w. �. �.- ..�..�.- •may' .."".• �,.,. - / / ! ICB EROSION & SEDIMENTATION CONTROL NOTES• TEMPORARY E&S MEASURES MAINTENANCE SCHEDULE SITE PREPARATION NOTES: CONTRACTOR SHALL NOTIFY `CALL BEFORE YOU DIG" (1-800-922-4455) AND VERIFY UTILITY 1. THIS PLAN IS FOR EROSION AND SEDIMENTATION (E&S) CONTROL ONLY. SEE OTHER PLANS FOR THE SCOPE OF E&S MEASURE MAINTENANCE MEASURES SCHEDULE 1. PLAN MARK -OUT WITH THE OWNER PRIOR TO THE INITIATION OF ANY SITE DISTURBANCE. IN CONSTRUCTION WORK. CONNECTICUT JUNE 15, 2017 NO. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING THE LOCATION AND NATURE OF ALL 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 ENGINEERING COMMENTS SUBSURFACE UTILITIES AT THE PROJECT WHICH MAY BE AFFECTED BY THE WORK. COORDINATE APPROVED BY THE ENGINEER. SEDIMENT TRAPS WHEN HALF FULL OF SEDIMENT (DEWATER IF AFTER STORM GENERATING A WITH RESPECTIVE UTILITY OWNERS AND PERFORM VERIFICATION OF TYPE, LOCATION AND INVERTS NECESSARY), RESTORE TRAP TO ORIGINAL DISCHARGE 3. THE MEASURES SPECIFIED HEREON ARE THE MINIMUM REQUIREMENTS FOR E&S CONTROL AND ARE SHOWN IN GENERAL SIZE DW HOLDINGS DIMENSIONS NORTH FRANKLIN, CT 06254 SC P AS REQUIRED. Glastonbury, Connecticut 06033 AND LOCATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL E&S CONTROL MEASURES ARE © 2017 BSC Group, Inc. SCALE: 1 " = 10' 0 5 10 20 FEET 3. NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE C-1 CONFIGURED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF JOB. NO: 83600.02 •O CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 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 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 APPROXIMATE BOTH TO LOCATION, SIZE, AND AS -BUILT 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 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. ANY EROSION AND SEDIMENTATION MEASURE IMPLEMENTED BEYOND THAT SHOWN HEREON SHALL CONFORM TO APPLICABLE CONSTRUCTION ENTRANCE SWEEP PAVED ROADWAY ADJACENT TO SITE ENTRANCE AS NECESSARY, REFRESH STONE AS WEEKLY VARY FROM ACTUAL EXISTING CONDITIONS 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. TRAVELWAYS DAMP 7. PROVIDE TEMPORARY SEEDING WITH MULCH ON ALL EXPOSED SOIL AREAS WHERE WORK WILL BE SUSPENDED FOR LONGER 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 NOTIFICATIONS 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 11. TAKE ALL NECESSARY PRECAUTIONS TO AVOID THE SPILLAGE OF FUEL OR OTHER POLLUTANTS AND ADHERE TO ALL SATISFACTION. APPLICABLE POLICIES AND REGULATIONS RELATED TO SPILL PREVENTION, CONTROL, AND RESPONSE. 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. 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 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. ,���1t111t1i/t�t C ON* 'r R jip.. i i p r + ++ NAL w� WILLIAM G. WALTER, PE No. 23146 SITE DEMOLITION PLAN 23 PEQUOT ROAD IN M 0 NTVI LLE CONNECTICUT JUNE 15, 2017 NO. DATE DESC. 1 09/07/17 RESPONSE TO COMMENTS 2 09/21/17 ENGINEERING COMMENTS PREPARED FOR: DW HOLDINGS 140 ROUTE 32 NORTH FRANKLIN, CT 06254 SC P 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2017 BSC Group, Inc. SCALE: 1 " = 10' 0 5 10 20 FEET FILE: \\BSCBOS\GLA\PROJECTS-GLA\8360002\CIVIL\-DRAWINGS DWG. N0: C-1 JOB. NO: 83600.02 •O I 10 MIN. RADIUS -- TO WORK AREA `� PAVED iv ROAD PLAN 50'-100' LENGTH (SEE NOTES) _ I " MIN. ----- ACCESS 6" TIMBER OR SIMILAR RIGID EDGE 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 809 SAND, LENGTH SHALL BE 100 FOOT MINIMUM. 4. IF THE GRADE OF THE CONSTRUCTION ENTRANCE DRAINS TO THE PAVED SURFACE AND IT EXCEEDS 2% 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 5' CMPXi 1 j"x1 j"x42" MIN. WOOD STAKE OR STEEL POST X SILT FENCE om 0 M BACKFILL AND COMPACT 6"x6" TRENCH IM WORK AREA iM PROTECTED AREA FLOW III III TOP OF GROUND II STAPLE I II lu B PLACE 6" OF FABRIC v 12" (MIN.) ALONG TRENCH AWAY B A FROM PROTECTED AREA 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: EC-1 07 1 J"x1 J"06" 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 FLOW 18" (MIN. I 1 I U �J Jam, 0 PROTECTED y AREA �' Jei BINDINGS TO BE PARALLEL TO GROUND SURFACE HAY BALES i TOP OF GROUND 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 LINE 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 BUILDING TO I REMOVI MODIFIED RIP R� 2:1 MAX. SLOT NOTES: 1. DISTURBED SOIL ADJACENT TO BROOK IS TO BE STABILIZED WITH MODIFIED RIP RAP AS SHOWN. RIP RAP ON SLOPE SCALE: NONE GEOTE #3 CRUSHED STONE DRY STORAGE ELEVATION MARK FOR CLEANOUT FLOW- WET POOL ELEV. -1 I I—III—► I — X � I ; it � liiil � liiil l liii 2l� M m 1x5111--11 1= TEMPORARY SEDIMENT TRAP- SCALE: WEIR CREST 2.0' (MIN. 2 4.5' (MAX.) 1' (MIN.) n. 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. WILLIAM G. WALTER, PE No. 23146 EROSION & SEDIMENTATION DETAILS 23 PEQUOT ROAD IN M 0 NTVI LLE CONNECTICUT ,JUNE 15, 2017 NO. DATE DESC. 1 09/07/17 RESPONSE TO COMMENTS 2 09/21/17 ENGINEERING COMMENTS PREPARED FOR: DW HOLDINGS 140 ROUTE 32 NORTH FRANKLIN, CT 06254 BSC P 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2017 BSC Group, Inc. SCALE: AS SHOWN FI Lr : \\BSCBOS\GLA\PROJECTS—GLA\8360002\CML\—DRAWINGS DWG. N0: C-2,0 JOB. NO: 83600.02 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 010.00% 25'-15" HDPE 02.48% 1=73.48 5-6" HDPE ® 0.007 3,000 GAL. HOLDING TANK TF=74.50 BOTTOM=65.75 I(IN)=70.75 WOODEN STOCKADE FENCE ---- S - S 12'W FENCE GATE SMH TF -77.13 D_ TOPOGRAPHY: MAJOR INTERVAL WITH LABEL 1' OFF STREET LINE 21'-15" HDPE CULVERT END 1=72.00 SIMH TF= 76.70 1% ANNUAL CHANCE FLOOD BOUNDARY AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT PANEL 353 OF 554 MAP NUMBER 09011 CO353G EFFECTIVE DATE JULY 18, 2011 0.29 ANNUAL CHANCE FLOOD IrBOUNDARY AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT PANEL 353 OF 554 MAP NUMBER 09011 CO353G EFFECTIVE DATE JULY 18, 2011 uUc OF 8k0V MODIFIED RIP RAP FRENCH DRAIN 1=70.00 FEMA FLOOD ZONE AE BOUNDARY APPROXIMATE 100 YEAR FLOOD ELEVATION LIMIT SDR -35 RIGID PVC 1=-69.50 PROVIDE BACKFLOW PREVENTOR (US PLASTIC CORP 4" PVC BACKWATER VALVE, OR EQUAL) 1=70.00 4" SDR -35 PVC PERFORATED UNDERDRAIN (TYP.) 4" SDR -35 RIGID PVC RIP RAP SPILLWAY 1=70.67 PROPERTY LINE (TYP-) NOTES: 1. 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 CONNECTICUT -LICENSED LAND SURVEYOR TO PERFORM LAND -SURVEYING SERVICES REQUIRED, INCLUDING, BUT NOT LIMITED TO VERIFICATION AND LAYOUT OF PROPOSED IMPROVEMENTS, DIMENSIONS, AND ELEVATIONS. REPORT DISCREPANCIES TO THE ENGINEER. 7. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE RESTORED WITH FOUR (4) INCHES OF LOAM, SEEDED, FERTILIZED, AND MULCHED. 8. VERIFY ALL GRADES AND SLOPES PRIOR TO CONCRETE PLACEMENT. REPORT DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 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. 10. GRADE TRANSITION BETWEEN TOPOGRAPHIC LINES AND SPOT GRADES SHALL BE UNIFORM UNLESS OTHERWISE INDICATED. 11. UNLESS OTHERWISE INDICATED, BLEND TRANSITIONS IN ELEVATION BETWEEN NEW WORK AND AREAS TO REMAIN AT A MAXIMUM SLOPE OF 1 V: 2H AND RESTORE WITH SIX (6) INCHES OF LOAM AND SEED. PROVIDE ADDITIONAL EROSION CONTROLS AS REQUIRED. COORDINATE WITH ENGINEER IF DIMENSIONAL CONSTRAINTS REQUIRE STEEPER SLOPES. 12. ALL DRAINAGE PIPE THAT IS 12 -INCHES OR LARGER SHALL BE HIGH DENSITY POLYETHYLENE, UNLESS OTHERWISE INDICATED. 13. UPON REACHING PROPOSED SUBGRADE ELEVATIONS WITHIN 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'. 15. ALL UNDERDRAINS SHALL BE 4 -INCH PERFORATED SDR -35 PVC (ASTM F758) WRAPPED IN FILTRATION GEOTEXTILE FABRIC. PERFORATIONS SHALL BE UNIFORMLY SPACED ALONG THE LENGTH AND CIRCUMFERENCE OF THE PIPE. JOINTS: SOLVENT WELD WITH PRIMER (ASTM F656) AND SOLVENT CEMENT (ASTM F493) PER ASTM D2855 OR INTEGRALLY -FORMED BELL AND SPIGOT GASKETED CONNECTIONS WITH ELASTOMERIC SEALS (GASKETS) MEETING THE REQUIREMENTS OF ASTM F477. 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 UTILITY STRUCTURES SHALL BE INSTALLED WITH TOPS, RIMS, FRAMES, GRATES, AND COVERS (AS APPLICABLE) TO FINAL GRADE IN A FLUSH CONDITION. 17. AT 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 INTO THE NEW SYSTEM. - TOPOGRAPHY. MINOR INTERVAL x31,20 - TOPOGRAPHY: SPOT GRADE D D - STORMWATER PIPE ItIIIi� - UNDERDRAIN D - STORM DRAINAGE MANHOLE C--:] - HDPE CULVERT END Km- RIP RAP 3:1 - GRADING SLOPE INDICATOR 1' OFF STREET LINE 21'-15" HDPE CULVERT END 1=72.00 SIMH TF= 76.70 1% ANNUAL CHANCE FLOOD BOUNDARY AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT PANEL 353 OF 554 MAP NUMBER 09011 CO353G EFFECTIVE DATE JULY 18, 2011 0.29 ANNUAL CHANCE FLOOD IrBOUNDARY AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT PANEL 353 OF 554 MAP NUMBER 09011 CO353G EFFECTIVE DATE JULY 18, 2011 uUc OF 8k0V MODIFIED RIP RAP FRENCH DRAIN 1=70.00 FEMA FLOOD ZONE AE BOUNDARY APPROXIMATE 100 YEAR FLOOD ELEVATION LIMIT SDR -35 RIGID PVC 1=-69.50 PROVIDE BACKFLOW PREVENTOR (US PLASTIC CORP 4" PVC BACKWATER VALVE, OR EQUAL) 1=70.00 4" SDR -35 PVC PERFORATED UNDERDRAIN (TYP.) 4" SDR -35 RIGID PVC RIP RAP SPILLWAY 1=70.67 PROPERTY LINE (TYP-) NOTES: 1. 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 CONNECTICUT -LICENSED LAND SURVEYOR TO PERFORM LAND -SURVEYING SERVICES REQUIRED, INCLUDING, BUT NOT LIMITED TO VERIFICATION AND LAYOUT OF PROPOSED IMPROVEMENTS, DIMENSIONS, AND ELEVATIONS. REPORT DISCREPANCIES TO THE ENGINEER. 7. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE RESTORED WITH FOUR (4) INCHES OF LOAM, SEEDED, FERTILIZED, AND MULCHED. 8. VERIFY ALL GRADES AND SLOPES PRIOR TO CONCRETE PLACEMENT. REPORT DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 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. 10. GRADE TRANSITION BETWEEN TOPOGRAPHIC LINES AND SPOT GRADES SHALL BE UNIFORM UNLESS OTHERWISE INDICATED. 11. UNLESS OTHERWISE INDICATED, BLEND TRANSITIONS IN ELEVATION BETWEEN NEW WORK AND AREAS TO REMAIN AT A MAXIMUM SLOPE OF 1 V: 2H AND RESTORE WITH SIX (6) INCHES OF LOAM AND SEED. PROVIDE ADDITIONAL EROSION CONTROLS AS REQUIRED. COORDINATE WITH ENGINEER IF DIMENSIONAL CONSTRAINTS REQUIRE STEEPER SLOPES. 12. ALL DRAINAGE PIPE THAT IS 12 -INCHES OR LARGER SHALL BE HIGH DENSITY POLYETHYLENE, UNLESS OTHERWISE INDICATED. 13. UPON REACHING PROPOSED SUBGRADE ELEVATIONS WITHIN 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'. 15. ALL UNDERDRAINS SHALL BE 4 -INCH PERFORATED SDR -35 PVC (ASTM F758) WRAPPED IN FILTRATION GEOTEXTILE FABRIC. PERFORATIONS SHALL BE UNIFORMLY SPACED ALONG THE LENGTH AND CIRCUMFERENCE OF THE PIPE. JOINTS: SOLVENT WELD WITH PRIMER (ASTM F656) AND SOLVENT CEMENT (ASTM F493) PER ASTM D2855 OR INTEGRALLY -FORMED BELL AND SPIGOT GASKETED CONNECTIONS WITH ELASTOMERIC SEALS (GASKETS) MEETING THE REQUIREMENTS OF ASTM F477. 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 UTILITY STRUCTURES SHALL BE INSTALLED WITH TOPS, RIMS, FRAMES, GRATES, AND COVERS (AS APPLICABLE) TO FINAL GRADE IN A FLUSH CONDITION. 17. AT 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 INTO THE NEW SYSTEM. f ON i .+ ,a 4 r i A ItIIIi� WILLIAM G. WALTER, PE No. 23146 PROPOSED SITE PLAN 23 PEQUOT ROAD IN M 0 NTVI LLE CONNECTICUT JULY 127 2017 NO. DATE DESC. 1 09/07/17 RESPONSE TO COMMENTS 2 09/21/17 ENGINEERING COMMENTS PREPARED FOR: DW HOLDINGS 140 ROUTE 32 NORTH FRANKLIN, CT 06254 BSC GROU- P 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2017 BSC Group, Inc. SCALE: 1 " = 10' 0 5 10 20 FEET FILE: \\BSCBOS\GLA\PROJECTS-GLA\8360002\CML\-DRAWINGS DWG. NO: C-3.0 JOB. NO: 83600.02 WOODEN STOCKADE FENCE w z J x F w CL 0- I V) m Im D X O U m X PAY LIMIT R -B END ANCHORAGE OR IMPACT ATTENUATION SYSTEM 12'-6' TYPICAL RAIL SECTION (3810) WGx8.5 POST TYP. (W150X14) 6'-3" TYPICAL POST SP .,---6' ° x 8" x 14 T (1905 ) (150x203x356) BLOCKOUT TYP. IT LAP IN DIRECTION I DIRECTION OF TRAFFIC OF TRAFFIC PLAN METAL BEAM RAIL (TYPE R -B 350) GUIDERAIL 1—W -BEAM RAIL ELEMENT mm - TYPICAL RAIL MOUNTING SEE DETAIL A ELEVATION METAL BEAM RAIL (TYPE R -B 350) CONNECTOF OVER W -BE 3 CONTOUR TO FIT OVER RAIL Ck CE: w m¢ SPLICE BOLT SLOTS '-' x r-+ '%32" x 1 1/ 11 pG` (2x3)1$ CL ELEVATION ROUNDED W -BEAM END SECTION RAIL HEIGHT MEASURED FROM TOP OF SHOULDER PAVEMENT INFILTRATION BASIN SECTION A—A SCALE: 1" = 3' TOP OF — PAVEMENT EDGE OF PAVEMENT SECTION PROCESSED AGGREGATE WGx8.5 POST (W150X14) 2' MIN. (610) NO CURB APPLICATION 4'-10' (1473) 3' - 10' OFFSET (1168) SECTION A 13/16" x 2 5/8" PICKETS WITH FLAT TOP, FASTENED TO TOP, MIDDLE & BOTTOM RAILS WITH 1 3/4" GALVANIZED FASTENERS 2 3/4" MINIMUM DIAMETER HORIZONTAL RAIL WITH GALVANIZED FASTENER THROUGH POST INTO TENON \� 3 1/2- X 3 1/2-, 8" DEEP /\ .. •' MINIMUM GALVANIZED j \ ANCHOR, 7 GAUGE STRAP \ AND BASE, SET IN j CONCRETE FOOTING. SECURE POST TO ANCHOR WITH (2) 5/8" THROUGH BOLTS 4" MINIMUM SQUARE CEDAR POST 8' O.C. TYP. CAPPING STRIP rAMM s O N O to 2 1/8- DIAMETER x 2 1/4" LONG N TENON EACH END OR RAIL, TYP. 0 N N %sa •— O 3,000 PSI CONCRETE 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 SIDED WOOD FENCE SCALE: NONE FSN-105—CT J I r •t 4 �. NAL 0 WILLIAM G. WALTER, PE No. 2314.6 DETAILS 23 PEQUOT ROAD IN MONTVILLE CONNECTICUT JULY 12, 2017 NO. DATE DESC. 1 109/07/17 RESPONSE TO COMMENTS 0 09/21/17 ENGINEERING COMMENTS NMI CURBING ••; •r� : •••. � O.•O •O:• �;°d • ; •4a;f Ik . • b w • .o!•tr .•.�r •.o�.o;•. !m • • O . .•o••o{, ! .•�� •• . o•o o•'t• O o• -LANrL a:.:,�o�• ..�r • �•.;., •1111-L ELEVATION METAL BEAM RAIL (TYPE R -B 350) CONNECTOF OVER W -BE 3 CONTOUR TO FIT OVER RAIL Ck CE: w m¢ SPLICE BOLT SLOTS '-' x r-+ '%32" x 1 1/ 11 pG` (2x3)1$ CL ELEVATION ROUNDED W -BEAM END SECTION RAIL HEIGHT MEASURED FROM TOP OF SHOULDER PAVEMENT INFILTRATION BASIN SECTION A—A SCALE: 1" = 3' TOP OF — PAVEMENT EDGE OF PAVEMENT SECTION PROCESSED AGGREGATE WGx8.5 POST (W150X14) 2' MIN. (610) NO CURB APPLICATION 4'-10' (1473) 3' - 10' OFFSET (1168) SECTION A 13/16" x 2 5/8" PICKETS WITH FLAT TOP, FASTENED TO TOP, MIDDLE & BOTTOM RAILS WITH 1 3/4" GALVANIZED FASTENERS 2 3/4" MINIMUM DIAMETER HORIZONTAL RAIL WITH GALVANIZED FASTENER THROUGH POST INTO TENON \� 3 1/2- X 3 1/2-, 8" DEEP /\ .. •' MINIMUM GALVANIZED j \ ANCHOR, 7 GAUGE STRAP \ AND BASE, SET IN j CONCRETE FOOTING. SECURE POST TO ANCHOR WITH (2) 5/8" THROUGH BOLTS 4" MINIMUM SQUARE CEDAR POST 8' O.C. TYP. CAPPING STRIP rAMM s O N O to 2 1/8- DIAMETER x 2 1/4" LONG N TENON EACH END OR RAIL, TYP. 0 N N %sa •— O 3,000 PSI CONCRETE 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 SIDED WOOD FENCE SCALE: NONE FSN-105—CT J I r •t 4 �. NAL 11111111��� WILLIAM G. WALTER, PE No. 2314.6 DETAILS 23 PEQUOT ROAD IN MONTVILLE CONNECTICUT JULY 12, 2017 NO. DATE DESC. 1 109/07/17 RESPONSE TO COMMENTS 2 09/21/17 ENGINEERING COMMENTS PREPARED FOR: DW HOLDINGS 140 ROUTE 32 NORTH FRANKLIN, CT 06254 t BSC GRoup 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2017 BSC Group, Inc. SCALE: AS SHOWN FILE: \\13SCBOS\GLA\PROJECTS—GLA\8360002\CIVIL\—DRAWINGS DWG. NO: C-4*1 JOB. NO: 83600.02