Loading...
HomeMy WebLinkAboutLocation & Topo Existing�r w cem O Z M. Ln V) w Ca O W a V w 0 p F w a ce V) W Ca 0 C4 a 0 N W O CL C) M -J V LEGEND & ABBREVIATIONS r-� UTILITY POLE SNET SOUTHERN NEW ENGLAND TELEPHONE >- GUY WIRE 260.7 X MORE OR LESS W/ WITH UG UNDERGROUND NIF NOW OR FORMERLY SF SQUARE FEET oc��oo STONE WALL �O REBAR, IRON PIPE OR IRON PIN " ANGLE POINT S MONUMENT CONC CONCRETE MON MONUMENT RBR REBAR REC RECOVERED O 2®''� BOUNDARIES LLC 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 FORANYOTHER PURPOSE, PROJECT, LOCATION OR OLv4`�ER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. IV/ r Doreen K. Care Trust Volume 370 Page 932 20' Wide Drainage Eosement f �- ~- _ Per Reference Maps I I & 13 ` + a — - 242-- (See 42- (See Survey Nate 19) l � '�� Rebar Rebar -J o Rec S45'4543"E 125.74' o Rec _. r246 _ __244— Q -___`-244— 1 _ 01 ___-- 0�.--- Stone Wall _.---- - 0 Remains t 250 �� �__ __ 9 ---- - ��� iso ?(ee 252, — -- - - ---- -- — --� � . 0 Existing Tree Tree ' Line (TYP) p \ 0 — _ _ _ -2.54-- 0 - 30" -AeeVo -- - 256 — — -- --- -- — — — / -- 1 -_ --256- Property Line Depicted Hereon f` Per Reference Maps 11 & 13 „ 10" r rao a Tree Edge of Grass 258- Reserve SSDS Area _� Y Existing Primary SSDS Trench �1 TREELINE ® WELL --260-- EXISTING CONTOUR 260.7 X EXISTING SPOT GRADE 260 PROPOSED CONTOUR 258.4 X PROPOSED SPOT GRADE MIN MINIMUM — �— BUILDING SETBACK LINE INV INVERT FF FINISHED FLOOR TYP TYPICAL S SLOPE SAN SANITARY ELEV ELEVATION ® PARKING SPACES U CATCH BASIN L — J J SCLC BITUMINOUS CONCRETE LIP CURB "APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION" CHAIRMAN OR SECRETARY OF THE COMMISSION DATE Bituminou Drive 260 __.-- 260 -_ to b Ln N Tree Subject Property •W Area: 41,135 S.F. N �6 c 0.941 Acres 1 \ 30 ` 262 N I // W \ Existing Septic Tank J ` -- / � g P 30' RD RD - - 264_ _- �. � Modular Concrete > Block RetainingWal; s � 1 Story 6' P _ Metal Building ropank FF.•266.71 \ �Y -266-- Entry 266- -- Entry Door Gravel Overhead Door \ �- , �` Parking Electric Existing Light Area Meter 26 Stone Lined / Landscape Area I Concrete I — s Sidewalklyj 10' Wide CL&P Easement (See Survey Note 18) Stone Lined Landscape Area i Conc I Mon Rec FRNT 4043 W\ UG c� v R=30.00' L=21.68' TAN= 11.34' A =4102435" CHD=21.21 ' CH BRG=N66.16' 17"W CB Type "C" l� TF=266.81 BCLC Bituminous Drive I - 75' -- Edge of Pavement 2� 0 s `T' MSI R=50.00' L=114.68' TAN= 110'76' A =131'24'35" CHD=91.14' \SCLC - CH 8RG=N2 I * 16'1 7W V 0 Enterprise Lane BENCHMARK N/F City of New London ,-270--1— i / I -` Gravel / Parking Area Rebar Rec a (Disturbed) SIVET N45033'59 *W 73.34' , 4t 4 /� i GRAPHIC SCALE N/F Osterman Propane, Inc. Volume 564 Page 523 r � • � • 22 - IN FEET inch = 20 ft 272. 274 � — 276--, vavw Pond SURVEY NOTES C � �y Lake �O� �0 Konornoc �sF SITE LOCATION �0 LOCATION MAP SCALE: 1"=1,000' 1. THIS SURVEY HAS 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 FOR USE BY THE CONNECTICUT ASSOCIA710N OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS AN IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY BASED ON DEPENDENT RESURVEY AND CONFORMS TO THE HOR ?ONTAL ACCURACY CLASS "A-2" AND TOPOGRAPHIC CLASS "T-2" ACCURACY STANDARDS. IT IS INTENDED TO BE USED FOR MUNICIPAL PERMITTING OF PROPOSED SITE IMPROVEMENTS. 2. NORTH ORIENTATION AND BEARINGS DEPICTED HEREON IS APPROXIMATE CT NAD 83 BASED UPON GPS OBSERVATIONS SEPTEMBER 15, 2017. J. VERTICAL DATUM DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) BASED GLOBAL POSITIONING SYSTEM OBSERVATIONS USING GEOIDE12A ON SEPTEMBER 15, 2017. 4. LAND RECORD AND RELATED RESEARCH WAS COMPLETED ON SEPTEMBER 7, 2017. FIELD SURVEY WAS COMPLETED ON SEPTEMBER 15, 2017. 5. THE SUBJECT PROPERTY IS IDENTIFIED ON MONTVILLE: ASSESSOR'S MAP 002, LOT 5D. 6, THE SUBJECT PROPERTY IS ZONED LI (LIGHT INDUSTRIAL). 7. RECORD TITLE TO THE SUBJECT PROPERTY MAY BE ,REFERENCED TO A WARRANTY DEED FROM EVERT L. GAWENOO TO PATTERSON BROS. PROPERTIES, LLC, DATED AUGUST 1, 2014 AND RECORDED IN THE TOWN OF MONTVILLE LAND RECORDS VOLUME 597, PAGE 520, 8. THF SUBJECT PARCEL IS SUBJECT TO AN ELECTRICAL DISTRIBUTION EASEMENT IN FAVOR OF THE CONNEc:TICUT LIGHT AND POWER COMPANY DATED JULY 1, 1990 AND RECORDED IN VOLUME 228, PAGE 49 OF THE TOWN OF MONTVILLE LAND RECORDS. SAID EASEMENT IS FURTHER DEPICTED ON REFERENCE MAP 4. 9. REFERENT!" MAPS #1 AND #3 DEPICT A 20' WIDE DRAINAGE EASEMENT ALONG THE NORTHERLY' LINE OF THE SUBJECT PARCEL. NO EVIDENCE FOR THE CONVEYANCE OR RESERVATION OF SAID EASEMENT WAS FOUND OF RECORD. LAKEWOOD DRIVE AND ENTERPRISE LANE WERE CONVEYED TO THE TOWN OF MONTVILLE BY WARRANTY DEED DATED JANUARY 21, 1991 RECORDED IN VOLUME 229, PAGE 693 OF THE TOWN OF MONTVILLE LAND RECORDS. THE 20' WIDE DRAINAGE EASEMENT IS NOT INCLUDED IN THE AFOREMENTIONED DEED. 10. THERE ARI: NO INLAND WETLANDS OR WATERCOURSES LOCATED UPON THE SUBJECT PROPERTY BASED UPON SITE INSPECTION PERFORMED BY DEMIAN A. SORRENTINO, C.S.S. ON OCTOBER 20, 2017. 11. THE SUBJ� CT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA AS DEPICTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), NATIONAL FLOOD INSURANCE PROGRAkv (NFIP), FLOOD INSURANCE RATE MAP (FIRM), NEW LONDON COUNTY, ALL JURISDICTIONS, PANEL 337 OF 554, MAP NUMBER 09011 CO337G, EFFECTIVE DATE JULY 18, 2011, 12. THE EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEM (SSDS) AS DEPICTED ON THIS PLAN IS BASED &V THE INSTALLER'S AS–BUILT OBTAINED FROM THE UNCAS HEALTH DISTRICT RECORDS. REFEFENCE MAPS ? SITE DEVELOPMENT PLAN PREPARED FOR ADVANCED SURFACES, INC. C/0 DAVID GARFIELD, 14 FNTERP?ISE LANE MONTOLLE, CONNECTICUT, SCALE. 1"-20', DATED: MARCH 17, 2003, PROJEC' N0, 2003061 GARFIELD, SHEET I OF 2, PREPARED BY CHANDLER, PALMER & KING. 2. PROPOSED MODIFIED SITE PLAN PREPARED FOR PATTERSON BROS. PROPERTIES LLC, MAP 12 LOT #53, 14 ENTERPRISE LANE OAKDALE, CONNECTICUT, SCALE. 1 "=20', DATED: JANUARY 23, 20 ; 7, �FVISED: APRIL 12, 2017, JOB NO. 1220, SHEET 1 OF 1, PREPARED BY GARY J. WiNALSKI, J. FINAL SUBuIVISION PLAN, PREPARED FOR VILLAGE DEVELOPMENT, ROUTE 85, MONTVILLE, CONNECTICUT, SCALE: 1"=40', DATED: JULY 1988, SHEET. • 2 OF 22, PREPARED BY. JOHN KOPKO JR. & ASSOCIATES, INC. 4 CONNECTICUT LIGHT & POWER CO. EASEMENT WATERWEW BUSINESS PARK ENTERPRISE LANE, LAKEWCOD DRIVE & ROUTE 185 MONTOLLE, CONNECTICUT, DATE: 10-89, SCALE. lm- 40', JOB I,C NO, 87-099, PREPARED BY. JOHN KOPKO JR. & ASSOCIATES, INC. 5, WATERVEW BUSINESS PARK ROAD PLAN & PROFILE PREPARED FOR VILLAGE DEVELOPMENT ROUTE 65 MONTVILLE, CONNECTICUT, DATE AUG. 1988, SCALE: AS NOTED, SHEET 8 OF 22, PREPARED BY JOHN KOPKO JR. & ASSOCIATES, INC. TOWN OF MONTVILLE MAP NO. 1082. �P LT To ]IW BY "TO MY KNOWLEDGE /111,10 BELIEF THIS MAP IS SUBSTANTIALLY C'ORREC7 AS NOTED HER " 70016 ✓r7_ Y;.67 _JOHN U. I-AU'L1 �r F:'.'?L.S. LICENSE NO. DATE 278 O(Disturbed) rr = jm 280 a vavw Pond SURVEY NOTES C � �y Lake �O� �0 Konornoc �sF SITE LOCATION �0 LOCATION MAP SCALE: 1"=1,000' 1. THIS SURVEY HAS 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 FOR USE BY THE CONNECTICUT ASSOCIA710N OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS AN IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY BASED ON DEPENDENT RESURVEY AND CONFORMS TO THE HOR ?ONTAL ACCURACY CLASS "A-2" AND TOPOGRAPHIC CLASS "T-2" ACCURACY STANDARDS. IT IS INTENDED TO BE USED FOR MUNICIPAL PERMITTING OF PROPOSED SITE IMPROVEMENTS. 2. NORTH ORIENTATION AND BEARINGS DEPICTED HEREON IS APPROXIMATE CT NAD 83 BASED UPON GPS OBSERVATIONS SEPTEMBER 15, 2017. J. VERTICAL DATUM DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) BASED GLOBAL POSITIONING SYSTEM OBSERVATIONS USING GEOIDE12A ON SEPTEMBER 15, 2017. 4. LAND RECORD AND RELATED RESEARCH WAS COMPLETED ON SEPTEMBER 7, 2017. FIELD SURVEY WAS COMPLETED ON SEPTEMBER 15, 2017. 5. THE SUBJECT PROPERTY IS IDENTIFIED ON MONTVILLE: ASSESSOR'S MAP 002, LOT 5D. 6, THE SUBJECT PROPERTY IS ZONED LI (LIGHT INDUSTRIAL). 7. RECORD TITLE TO THE SUBJECT PROPERTY MAY BE ,REFERENCED TO A WARRANTY DEED FROM EVERT L. GAWENOO TO PATTERSON BROS. PROPERTIES, LLC, DATED AUGUST 1, 2014 AND RECORDED IN THE TOWN OF MONTVILLE LAND RECORDS VOLUME 597, PAGE 520, 8. THF SUBJECT PARCEL IS SUBJECT TO AN ELECTRICAL DISTRIBUTION EASEMENT IN FAVOR OF THE CONNEc:TICUT LIGHT AND POWER COMPANY DATED JULY 1, 1990 AND RECORDED IN VOLUME 228, PAGE 49 OF THE TOWN OF MONTVILLE LAND RECORDS. SAID EASEMENT IS FURTHER DEPICTED ON REFERENCE MAP 4. 9. REFERENT!" MAPS #1 AND #3 DEPICT A 20' WIDE DRAINAGE EASEMENT ALONG THE NORTHERLY' LINE OF THE SUBJECT PARCEL. NO EVIDENCE FOR THE CONVEYANCE OR RESERVATION OF SAID EASEMENT WAS FOUND OF RECORD. LAKEWOOD DRIVE AND ENTERPRISE LANE WERE CONVEYED TO THE TOWN OF MONTVILLE BY WARRANTY DEED DATED JANUARY 21, 1991 RECORDED IN VOLUME 229, PAGE 693 OF THE TOWN OF MONTVILLE LAND RECORDS. THE 20' WIDE DRAINAGE EASEMENT IS NOT INCLUDED IN THE AFOREMENTIONED DEED. 10. THERE ARI: NO INLAND WETLANDS OR WATERCOURSES LOCATED UPON THE SUBJECT PROPERTY BASED UPON SITE INSPECTION PERFORMED BY DEMIAN A. SORRENTINO, C.S.S. ON OCTOBER 20, 2017. 11. THE SUBJ� CT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA AS DEPICTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), NATIONAL FLOOD INSURANCE PROGRAkv (NFIP), FLOOD INSURANCE RATE MAP (FIRM), NEW LONDON COUNTY, ALL JURISDICTIONS, PANEL 337 OF 554, MAP NUMBER 09011 CO337G, EFFECTIVE DATE JULY 18, 2011, 12. THE EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEM (SSDS) AS DEPICTED ON THIS PLAN IS BASED &V THE INSTALLER'S AS–BUILT OBTAINED FROM THE UNCAS HEALTH DISTRICT RECORDS. REFEFENCE MAPS ? SITE DEVELOPMENT PLAN PREPARED FOR ADVANCED SURFACES, INC. C/0 DAVID GARFIELD, 14 FNTERP?ISE LANE MONTOLLE, CONNECTICUT, SCALE. 1"-20', DATED: MARCH 17, 2003, PROJEC' N0, 2003061 GARFIELD, SHEET I OF 2, PREPARED BY CHANDLER, PALMER & KING. 2. PROPOSED MODIFIED SITE PLAN PREPARED FOR PATTERSON BROS. PROPERTIES LLC, MAP 12 LOT #53, 14 ENTERPRISE LANE OAKDALE, CONNECTICUT, SCALE. 1 "=20', DATED: JANUARY 23, 20 ; 7, �FVISED: APRIL 12, 2017, JOB NO. 1220, SHEET 1 OF 1, PREPARED BY GARY J. WiNALSKI, J. FINAL SUBuIVISION PLAN, PREPARED FOR VILLAGE DEVELOPMENT, ROUTE 85, MONTVILLE, CONNECTICUT, SCALE: 1"=40', DATED: JULY 1988, SHEET. • 2 OF 22, PREPARED BY. JOHN KOPKO JR. & ASSOCIATES, INC. 4 CONNECTICUT LIGHT & POWER CO. EASEMENT WATERWEW BUSINESS PARK ENTERPRISE LANE, LAKEWCOD DRIVE & ROUTE 185 MONTOLLE, CONNECTICUT, DATE: 10-89, SCALE. lm- 40', JOB I,C NO, 87-099, PREPARED BY. JOHN KOPKO JR. & ASSOCIATES, INC. 5, WATERVEW BUSINESS PARK ROAD PLAN & PROFILE PREPARED FOR VILLAGE DEVELOPMENT ROUTE 65 MONTVILLE, CONNECTICUT, DATE AUG. 1988, SCALE: AS NOTED, SHEET 8 OF 22, PREPARED BY JOHN KOPKO JR. & ASSOCIATES, INC. TOWN OF MONTVILLE MAP NO. 1082. �P LT To ]IW BY "TO MY KNOWLEDGE /111,10 BELIEF THIS MAP IS SUBSTANTIALLY C'ORREC7 AS NOTED HER " 70016 ✓r7_ Y;.67 _JOHN U. I-AU'L1 �r F:'.'?L.S. LICENSE NO. DATE SCALE: III = 20' DATE: October 2017 JOB I.D. NO. 17-2566 Revisions Rev. "A" - Per Staff Review Comments - 11/10/17 Rev. "B" - Per Engineer's 2nd Comments -11/28/17 I SHEET NO. I 1 V) Va--� U J v .� CL Q () U W O "' C 4•� c� -a CL C 0 �•- 0CU 06 ®�-0 4— o U �, v p CL C- 4 4-J 0 c�•—�. o c°J Co J W � CD � -_ 0 J > 0 w L. R' � � E SCALE: III = 20' DATE: October 2017 JOB I.D. NO. 17-2566 Revisions Rev. "A" - Per Staff Review Comments - 11/10/17 Rev. "B" - Per Engineer's 2nd Comments -11/28/17 I SHEET NO. I 1 4" TOP COURSE - COMPACTED 1 -114 - PROCESSED TRAPROCK MIX 44 OOOOOOOOOOOOOOOOC OO n n n C O 8" BINDER COURSE - ROLLED BANK 0 0 RUN GRAVEL CONFORMING TO CT ► C_ O DOT FORM 816 M.02.03 AND O COMPACTED SUITABLE 0 0 0 M.02.06 GRADATION "A" O v 0 j O C SUBGRADE 00 OO UO UO UO UO OOOOC TRAFFIC BOUND GRAVEL SURFACE NOT TO SCALE 1-112- COMPACTED CLASS 11 BITUMINOUS CONCRETE 2" COMPACTED CLASS I BITUMINOUS CONCRETE 34-77 ^� "• a 6" •COMPACTED PROCESSED GRAVEL • a �, OOOOOOOOC OO("OOOOO^OC 0 C 8COMPACTED BANK RUN GRAVELO O O OR COMPACTED EXISTING SUITABLE C_ O C SUBGRADE (TO BE VERIFIED BY O ���,ENGINEER) JUOv0v0v0C 0000000000000000c , WA] BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE FILTER FENCE C M' COMPACTED BACKFILL EXCAVATE 6"x 6" TRENCH Y ' r FLOW EXISTING GRADE V C) 12" MIN. ji DEPTH UNDISTURBED � I _"� GROUND Z� y Cal SEDIMENT FENCE DETAIL Z Z NOT TO SCALE W 0 CQ W Z48'79' a Ln cy 9" Z CURB DETAIL V CURB TO MEET CTDOT STANDARDS LO 4 lj SEE CURB 3 DETAIL ABOVE BACKING TO TOP OF CURB Ln BITUMINOUS CONCRETE LIP CURB DETAIL N NOT TO SCALE N 0 w 0 CL © 2017 E�OUNDARIES LLC LM 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 y DUPLICATED OR USED IN PART OR WHOLE FORANYOTHER PURPOSE, PROJECT, LOCATION U OR OWNER; WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Q_: EDGE OF W ROADWAY (TENSAR N.A. GREEN ERONET SC 150 INSTALLED IN W SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS. ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS). 2. O PAVEMENT AND ROAD BASE TO CL EXTEND 3"± BEYOND BACK OF CURB Ln w 3"± LOCATION SHOWN. VEGETATED FILTER O VEGETATED SLOPE ce 5' m 5' 2' Z SUBGRADE ELEVATION. PLACE AND COMPACT TRAFFIC BOUND GRAVEL SURFACE WHERE INDICATED. O PARKING AREA PREPARE SUBGRADE FOR NEW BITUMINOUS CONCRETE PAVEMENT FOR EXPANSION OF EXISTING .4 --J BACKING TO TOP OF CURB Ln BITUMINOUS CONCRETE LIP CURB DETAIL N NOT TO SCALE N 0 w 0 CL © 2017 E�OUNDARIES LLC LM 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 y DUPLICATED OR USED IN PART OR WHOLE FORANYOTHER PURPOSE, PROJECT, LOCATION U OR OWNER; WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Q_: 59' SLOPE ---.- VEGETATED FILTER STRIP, VEGETATED SLOPE AND FILTER DIAPHRAGM DLT�IL 4" OF PEA GRAVEL ABOVE FILTER FABRIC OVERLAP 6" 1 3/8" WASHED PEA GRAVEL MIRAFI 140N FILTER FABRIC OR APPROVED EQUAL NOT TO SCALE 24" WIDTH I GRADE PEA GRAVEL FILTER DIAPHRAGM NOT roSCALE NARRATIVE THIS PROPOSAL INVOLVES A 0.94± ACRE PARCEL OF LAND IDENTIFIED AS 14 ENTERPRISE LANE IN THE OAKDALE SECTION OF THE TOWN OF MONTVILLE, CONNECTICUT (ASSESSOR'S IDI 002-005-000). THE SUBJECT PROPERTY CURRENTLY CONTAINS A 1,6271 SQUARE FOOT COMMERCIAL BUILDING THAT IS OCCUPIED BY "THE DRIVEWAY GUYS" PAVING CONTRACTORS. VEHICLES, EQUIPMENT AND MATERIALS RELATED TO THE BUSINESS ARE ALSO STORED ON-SITE. THIS PLAN DEPICTS PROPOSED IMPROVEMENTS TO THE SUBJECT PROPERTY INTENDED TO BETTER ACCOMMODATE 'THE DRIVEWAY GUY'S" BUSINESS AND ACHIEVE ZONING COMPLIANCE TO THE SATISFACTION OF THE TOWN OF MONTWLLE, PROPOSED IMPROVEMENTS INCLUDE: MODIFICATIONS TO EXISTING PARKING AND CIRCULATION DRIVES INCLUDING CREATING 2 DEFINED ENTRANCES SEPARATED BY A LANDSCAPED ISLAND AND A NEW PAVED APRON; CONSTRUCTION OF A NEW OUTDOOR STORAGE AREA INCLUDING MATERIAL STORAGE BINS CONSTRUCTED FROM MODULAR CONCRETE BLOCKS TO BE LOCATED TO THE REAR OF THE EXISTING BUILDING; MODIFICATIONS TO THE EXISTING PAVED PARKING LOT TO ACHIEVE ZONING AND ADA COMPLIANCE; RESTORATION OF EXISTING COMPACTED GRAVEL AREAS ADJACENT TO PROPERTY LINES, ADDITION OF LANDSCAPING IMPROVEMENTS; CONSTRUCTION OF A CONCRETE DUMPSTER PAD AND A 5' X 5' CONCRETE PAD ADJACENT TO THE ACCESS DOOR ON THE EASTERLY SIDE OF THE BUILDING; CONSTRUCTION OF 136' OF 6' HIGH VINYL STOCKADE FENCE ALONG THE WESTERLY PROPERTY LINE; AND CONSTRUCTION OF STORMWATER MANAGEMENT IMPROVEMENTS AS SHOWN. THE EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEM (SSDS) AS DEPICTED ON THIS PLAN IS BASED ON THE INSTALLER'S AS -BUILT OBTAINED FROM THE UNCAS HEALTH DISTRICT RECORDS. IN ORDER TO ENABLE VEHICULAR TRAFFIC ON TOP OF THE PRIMARY LEACHING AREA, THIS PLAN PROPOSES TO STRIP EXISTING OVERBURDEN FROM THE PRIMARY LEACHING TRENCH DOWN TO THE FILTER FABRIC, AND PLACE AT LEAST 12" OF COMPACTED PROCESSED GRAVEL OVER THE PRIMARY LEACHING TRENCH. NO VEHICULAR TRAFFIC IS PROPOSED ON THE EXISTING SEPTIC TANK, AS IT IS NOT AN H-20 RATED TANK. THERE ARE NO REGULATED INLAND WETLANDS ON THE SUBJECT PROPERTY AS DETERMINED BY DEMIAN A. SORRENTINO, CERTIFIED SOIL SCIENTIST. ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURE (USDA), NATURAL RESOURCES CONSERVATION SERVICE (MRCS) WEB SOIL SURVEY FOR THE STATE OF CONNECTICUT, THE SOIL TYPES PRESENT ON THE SUBJECT PROPERTY ARE: MAP UNIT 848 - PAXTON & MONTAUK FINE SANDY LOAMS, 3-8X SLOPES, AND MAP UNIT 45C - WOODBRIDGE FINE SANDY LOAM, 8-15X SLOPES. THE SITE DEVELOPMENT HAS BEEN DESIGNED SO THAT RUNOFF FROM THE IMPROVED SITE WILL FOLLOW THE EXISTING DRAINAGE PATTERNS. STORMWATER FROM THE IMPROVED SITE FILL FLOW NORTHEASTERLY THROUGH A STORMWATER TREATMENT TRAIN CONSISTING OF A VEGETATED FILTER STRIP AT THE EDGE OF THE PROPOSED GRAVEL STORAGE/LAY DOWN AREA, A 3H:1 V VEGETATED SLOPE, AN ADDITIONAL VEGETATED FILTER STRIP, AND A PEA GRAVEL FILTER DIAPHRAGM. STORMWATER FROM THE EXISTING PAVED PARKING AREA WILL CONTINUE TO FLOW NORTHWESTERLY TO THE GRASSED AREA ON THE WESTERLY SIDE OF THE BUILDING. EROSION CONTROL MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION INCLUDE A CONTINUOUS SEDIMENT FENCE BARRIER DOWNGRADIENT OF THE PROPOSED CONSTRUCTION AREA. EROSION CONTROL MEASURES WILL BE INSTALLED PRIOR TO MAJOR SITE DISTURBANCE AND WILL BE MAINTAINED THROUGHOUT THE PROJECT. AFTER CONSTRUCTION IS COMPLETE, ALL DISTURBED AREAS SHALL BE LOAMED (4" MINIMUM) AND SEEDED WITH GRASS FOR PERMANENT STABILIZATION. EROSION CONTROL MEASURES WILL BE REMOVED ONLY AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. CONSTRUCTION SEQUENCE STABILIZE WITH EROSION CONTROL BLANKET (TENSAR N.A. GREEN ERONET SC 150 INSTALLED IN 1. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS. ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS). 2. CLEAR ALL VEGETATION WITHIN THE PROPOSED DEVELOPMENT AREA. SEED WITH NEW ENGLAND WETLAND PLANTS INC. 3. INSTALL SEDIMENT FENCE BARRIER DOWNGRADIENT OF THE PROPOSED CONSTRUCTION AREA AT THE CONSERVATION/WILDLIFE SEED MIX (OR EQUAL) VEGETATED LOCATION SHOWN. VEGETATED FILTER FILTER STRIP VEGETATED SLOPE FILTER STRIP DIAPHRAGM 5' 27' 5' 2' EDGE OF GRAVEL SUBGRADE ELEVATION. PLACE AND COMPACT TRAFFIC BOUND GRAVEL SURFACE WHERE INDICATED. PARKING AREA PREPARE SUBGRADE FOR NEW BITUMINOUS CONCRETE PAVEMENT FOR EXPANSION OF EXISTING .4 --J ELEV=257.3 ELEV=257.0 PAVED PARKING AREA AND NEW PAVED APRON. INSTALL BITUMINOUS CONCRETE PAVEMENT AND 59' SLOPE BITUMINOUS CONCRETE LIP CURB. INSTALL BOULDER ROW AT LOCATION SHOWN. 7. PAINT PAVEMENT MARKINGS AS SHOWN AND INSTALL SIGNAGE FOR ADA VAN ACCESSIBLE PARKING a� �•� F ELEV=248.0 8. FINISH GRADE VEGETATED FILTER STRIPS, VEGETATED SLOPE AND CONSTRUCT PEA GRAVEL FILTER ELEV=247:7 59' SLOPE ---.- VEGETATED FILTER STRIP, VEGETATED SLOPE AND FILTER DIAPHRAGM DLT�IL 4" OF PEA GRAVEL ABOVE FILTER FABRIC OVERLAP 6" 1 3/8" WASHED PEA GRAVEL MIRAFI 140N FILTER FABRIC OR APPROVED EQUAL NOT TO SCALE 24" WIDTH I GRADE PEA GRAVEL FILTER DIAPHRAGM NOT roSCALE NARRATIVE THIS PROPOSAL INVOLVES A 0.94± ACRE PARCEL OF LAND IDENTIFIED AS 14 ENTERPRISE LANE IN THE OAKDALE SECTION OF THE TOWN OF MONTVILLE, CONNECTICUT (ASSESSOR'S IDI 002-005-000). THE SUBJECT PROPERTY CURRENTLY CONTAINS A 1,6271 SQUARE FOOT COMMERCIAL BUILDING THAT IS OCCUPIED BY "THE DRIVEWAY GUYS" PAVING CONTRACTORS. VEHICLES, EQUIPMENT AND MATERIALS RELATED TO THE BUSINESS ARE ALSO STORED ON-SITE. THIS PLAN DEPICTS PROPOSED IMPROVEMENTS TO THE SUBJECT PROPERTY INTENDED TO BETTER ACCOMMODATE 'THE DRIVEWAY GUY'S" BUSINESS AND ACHIEVE ZONING COMPLIANCE TO THE SATISFACTION OF THE TOWN OF MONTWLLE, PROPOSED IMPROVEMENTS INCLUDE: MODIFICATIONS TO EXISTING PARKING AND CIRCULATION DRIVES INCLUDING CREATING 2 DEFINED ENTRANCES SEPARATED BY A LANDSCAPED ISLAND AND A NEW PAVED APRON; CONSTRUCTION OF A NEW OUTDOOR STORAGE AREA INCLUDING MATERIAL STORAGE BINS CONSTRUCTED FROM MODULAR CONCRETE BLOCKS TO BE LOCATED TO THE REAR OF THE EXISTING BUILDING; MODIFICATIONS TO THE EXISTING PAVED PARKING LOT TO ACHIEVE ZONING AND ADA COMPLIANCE; RESTORATION OF EXISTING COMPACTED GRAVEL AREAS ADJACENT TO PROPERTY LINES, ADDITION OF LANDSCAPING IMPROVEMENTS; CONSTRUCTION OF A CONCRETE DUMPSTER PAD AND A 5' X 5' CONCRETE PAD ADJACENT TO THE ACCESS DOOR ON THE EASTERLY SIDE OF THE BUILDING; CONSTRUCTION OF 136' OF 6' HIGH VINYL STOCKADE FENCE ALONG THE WESTERLY PROPERTY LINE; AND CONSTRUCTION OF STORMWATER MANAGEMENT IMPROVEMENTS AS SHOWN. THE EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEM (SSDS) AS DEPICTED ON THIS PLAN IS BASED ON THE INSTALLER'S AS -BUILT OBTAINED FROM THE UNCAS HEALTH DISTRICT RECORDS. IN ORDER TO ENABLE VEHICULAR TRAFFIC ON TOP OF THE PRIMARY LEACHING AREA, THIS PLAN PROPOSES TO STRIP EXISTING OVERBURDEN FROM THE PRIMARY LEACHING TRENCH DOWN TO THE FILTER FABRIC, AND PLACE AT LEAST 12" OF COMPACTED PROCESSED GRAVEL OVER THE PRIMARY LEACHING TRENCH. NO VEHICULAR TRAFFIC IS PROPOSED ON THE EXISTING SEPTIC TANK, AS IT IS NOT AN H-20 RATED TANK. THERE ARE NO REGULATED INLAND WETLANDS ON THE SUBJECT PROPERTY AS DETERMINED BY DEMIAN A. SORRENTINO, CERTIFIED SOIL SCIENTIST. ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURE (USDA), NATURAL RESOURCES CONSERVATION SERVICE (MRCS) WEB SOIL SURVEY FOR THE STATE OF CONNECTICUT, THE SOIL TYPES PRESENT ON THE SUBJECT PROPERTY ARE: MAP UNIT 848 - PAXTON & MONTAUK FINE SANDY LOAMS, 3-8X SLOPES, AND MAP UNIT 45C - WOODBRIDGE FINE SANDY LOAM, 8-15X SLOPES. THE SITE DEVELOPMENT HAS BEEN DESIGNED SO THAT RUNOFF FROM THE IMPROVED SITE WILL FOLLOW THE EXISTING DRAINAGE PATTERNS. STORMWATER FROM THE IMPROVED SITE FILL FLOW NORTHEASTERLY THROUGH A STORMWATER TREATMENT TRAIN CONSISTING OF A VEGETATED FILTER STRIP AT THE EDGE OF THE PROPOSED GRAVEL STORAGE/LAY DOWN AREA, A 3H:1 V VEGETATED SLOPE, AN ADDITIONAL VEGETATED FILTER STRIP, AND A PEA GRAVEL FILTER DIAPHRAGM. STORMWATER FROM THE EXISTING PAVED PARKING AREA WILL CONTINUE TO FLOW NORTHWESTERLY TO THE GRASSED AREA ON THE WESTERLY SIDE OF THE BUILDING. EROSION CONTROL MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION INCLUDE A CONTINUOUS SEDIMENT FENCE BARRIER DOWNGRADIENT OF THE PROPOSED CONSTRUCTION AREA. EROSION CONTROL MEASURES WILL BE INSTALLED PRIOR TO MAJOR SITE DISTURBANCE AND WILL BE MAINTAINED THROUGHOUT THE PROJECT. AFTER CONSTRUCTION IS COMPLETE, ALL DISTURBED AREAS SHALL BE LOAMED (4" MINIMUM) AND SEEDED WITH GRASS FOR PERMANENT STABILIZATION. EROSION CONTROL MEASURES WILL BE REMOVED ONLY AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. REMOVE EXISTING BITUMINOUS PAVEMENT 12" MIN. FROM THE EXISTING EDGE. EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO OPTIMUM DENSITY VARIES EXISTING PAVEMENT 12" MIN. DEPTH UNKNOWN PROVIDE BITUMINOUS CONCRETE AND GRAVEL BASE COURSES IN ACCORDANCE WITH DETAIL Lu- - - - -- ZE2 R�_ �z Wcc 5L NOTE: 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12" FROM THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 2. REMOVE ENTIRE WIDTH OF PAVEMENT AND COMPACT EXISTING BASE MATERIAL TO REMAIN. 3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED CAPACITY OF 90 PSI. 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE WITH THE PROPOSED EDGE TYPICAL CROSS SECTION FOR MATCHING EXISTING AND PROPOSED PAVEMENT NOT TO SCALE "APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION" CHAIRMAN OR SECRETARY OF THE COMMISSION DATE ANTI -TRACKING PAD NOT TO SCALE 7T 13 STONE ABRIC PACK STRAW BETWEEN BALES STRAW BALE -► 2" X 2" X 36" HARD WOOD STAKE (2 PER BALE) II II II II II II 11 II II i�MIN 4" NOTE. 1. USE SINGLE OR DOUBLE BALE HEIGHT AS REQUIRED. 6' HIGH STOCKADE FE14CE (ALL POSTS TC BE PROPERTI ANCHOREL CONCRETE PAL BACKFILL • 120 STAKED HAY BALE BARRIER NOT TO suiE NOTE: (AS REQUIRED) 1. FOR OVERALL DIMENSIONS OF CONCRETE PAD SEE SITE PLAN 2. LATTICE IS SHOWN AS OPTION, NOT CONSTRUCTION STANDARD. DUMPSTER ENCLOSURE DETAIL NOT TO SCALE OPERATION & MAINTENANCE OF EROSION CONTROLS NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION AND EROSION CONTROL METHODS HAVE BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES. ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PROPERLY STABILIZED TO PREVENT EROSION AND SUITABLY CONTAINED TO PREVENT TURBID RUNOFF. ALL AREAS AFFECTED BY TEMPORARY FILLS MUST BE RESTORED TO THEIR ORIGINAL CONTOURS, AND REVEGETATEO WITH SUITABLE VEGETATION. THE USE OF TEMPORARY FILL AN%R EXCAVATION SHALL BE MINIMIZED TO ONLY THAT AREA REQUIRED TO PERFORM THE WORK. DUMPING OF OIL OR OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN. THE DEVELOPER OR CONTRACTOR SHALL PROVIDE A MEANS OF CATCHING, RETAINING AND PROPERLY DISPOSING OF DRAINED OIL, REMOVED OIL FILTERS, OR OTHER DELETERIOUS MATERIAL FROM EQUIPMENT USED ON SITE. VEHICLE MAINTENANCE SHALL BE COMPLETED OFF SITE. ALL OIL SPILLS SHALL BE IMMEDIATELY REPORTED TO THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION/HAZARDOUS MATERIALS OFFICE. FAILURE TD DO SO MAY RESULT IN THE IMPOSITION OF FINES UNDER THE APPLICABLE CONNECTICUT GENERAL STATUTES. EVERY PRECAUTION SHALL BE USED DURING CONSTRUCTION TO PREVENT AND MINIMIZE THE DEGRADATION OF THE EXISTING WATER QUALITY. ALL ACTIVITIES SHALL BE IN CONFORMANCE TO AND CONSISTENT WITH ALL APPLICABLE WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SET FORTH BY LOCAL, STATE AND FEDERAL AGENCIES. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL MEASURES. SAID MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINSTORM. ACCUMULATED DEPOSITS OF SEDIMENT AND SILT SHALL BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE EROSION AND SEDIMENT CONTROL BARRIERS, AND UPON ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. SUCH MATERIALS REMOVED SHALL BE SPREAD AND STABILIZED IN NON -WETLAND AREAS WHICH ARE NOT SUBJECT TO EROSION, OR WHICH ARE NOT TO BE PAVED OR BUILT UPON. HAY BALES, SEDIMENT FENCE AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REPAIRED, CLEANED AND/OR iREPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIOD IN ORDER TO MAINTAIN COMPLETE AND INTEGRAL EROSION AND SEDIMENT CONTROL PROTECTION. ONCE IN PLACE, ALL EROSION AND SEDIMENT CONTROL FACILITIES AND MEASURES ARE TO REMAIN IN PLACE AND IN PROPER CONDITION AND BE CONTINUOUSLY MAINTAINED UNTIL FINAL GRADING HAS BEEN COMPLETED, ALL DISTURBED AREAS UPGRADIENT OF SAID FACILITIES HAVE BEEN PERMANENTLY STABILIZED, AND ALL NEWLY GRASSED AREAS HAVE HAD AT LEAST TWO MOWINGS. FOLLOWING SUCH PERMANENT STABILIZATION, THE FACILITIES SHALL BE DISMANTLED, REMOVED, AND DISPOSED OF IN AN APPROVED MANNER. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE SHOWN ON THE PLANS OR PRESCRIBED HEREIN SHALL BE PUT IN PLACE, WHENEVER NECESSARY, TO ADDRESS FIELD CONDITIONS AND/OR AS ORDERED BY THE ENGINEER OR TOWN STAFF. DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE MINIMUM EXTENT NECESSARY TO COMPLETE THE PROPOSED DEVELOPMENT. ALL EXISTING TREES AND SHRUBS SHALL BE CONSERVED WHERE POSSIBLE, EXCEPT THOSE WHOSE REMOVAL IS REQUIRED TO PERFORM THE PROPOSED WORK. THE LIMITS OF DISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR TO STARTING ANY ACTUAL CONSTRUCTION ACTIVITIES AND SHALL BE GENERALLY AS DEPICTED ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING OF THE SITE IN ACCORDANCE WITH THE PROCEDURES AS OUTLINED IN THE "GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES" AS ADOPTED BY THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION, EFFECTIVE ON OCTOBER 1, 2013. THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS OF CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF ALL RAIN EVENTS. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS. DURING CONSTRUCTION AND IMMEDIATELY FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE SEDIMENTATION AND EROSION CONTROL SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: * INSPECTION OF ALL SEDIMENT FENCE, REMOVE ACCUMULATED SEDIMENT IF REQUIRED (GREATER THAN 4" DEPTH) * INSPECTION OF ALL DRIVEWAY AND PARKING AREAS AFTER PAVING, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO INSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO DOWNSTREAM WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE DEPICTED HEREIN SHALL BE PUT IN PLACE WHENEVER NECESSARY TO ADDRESS FIELD CONDITIONS AND/OR AS ORDERED BY TOWN STAFF OR THEIR DESIGNATED AGENT. THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL BE PERSONALLY RESPONSIBLE FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE CONSTRUCTION PERIOD. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES THROUGHOUT THE CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRANSFER OF THIS RESPONSIBILITY, AND CONVEYING A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE OF THE LAND IS TRANSFERRED TO A THIRD PARTY EROSION CONTROL NOTES 1. THE RESPONSIBLE PARTY FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE THE SITE CONTRACTOR, WHO HAS YET TO BE DETERMINED. 2. THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION, CT DEEP BULLETIN 34, SHALL BE REFERENCED FOR PROPER METHODS OF INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR TOWN STAFF. 3. SEEDING FOR i_ ERMANENT STABILIZATION SHALL BE COMPLETED BETWEEN APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE COMPLETED WITHIN THESE TIMES, APPLY TEMPORARY MULCH UNTIL THE NEXT SEEDING TIME. SEED MIXTURE SHALL BE AS FOLLOWS: ALL 2:1 SLOPE AREAS (UNLESS OTHERWISE NOTED) CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF PERENNIAL ,RYEGRASS 10 LBS/ACRE OR 0.25 LBS/1,000 SF ALL OTHER aRASSED AREAS (INCLUDING WATER QUALITY BASIN) KENTUCKY ELUEGRASS 20 LBS/ACRE OR 0.45 LBS/1,000 SF CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 SF PERENNIAL FYEGRASS 5 LBS/ACRE OR 0.10 LBS/1,000 SF MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL. BE APPLIED AT A RATE OF 100-200 BALES PER ACRE. 4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS AND REPAIRED OR REPLACED AS NECESSARY TO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAT. STORMWATER QUALITY MEASURES OPERATI1,31\1 & MAINTENANCE DURING CONSTRUCTION AND IMMEDIATELY POST CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE STORMWATER MANAGEMENT SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: • INSPECTION 0) VEGETATED FILTER STRIPS AND VEGETATED SLOPES BETWEEN THE EDGE OF TRAFFIC BOUND GRAVEL SURFACE AND PEA GRAVEL FILTER DIAPHRAGM. REMOVE ANY LITTER/DEBRIS AND ACCUMULATED SAND/SEDIMENT THAT PREVENTS RUNOFF FROM FLOWING TOWARD THIS AREA, REVEGETATE IF NECESSARY TO PROVIDE STABILIZATION. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL 3H:1V SLOPES. • INSPECTION OF PEA GRAVEL DIAPHRAGM, REMOVE ACCUMULATED SEDIMENT FROM FILTER FABRIC AS REQUIRED. • INSPECTION OF ALL DRIVEWAY AND PARKING AREAS AFTER CONSTRUCTION, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS. • INSPECTION OF ROADWAY AT ENTRANCE, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS, AFTER SITE CONST RUCTION IS COMPLETE AND ACCEPTED BY THE TOWN, IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAINTAIN ALL STORMWATER MANAGEMENT IMPROVEMENTS AND ENSURE THAT THE SITE IS KEPT IN A CLEAN AND ORDERLY CONDITION. FOR THE FIRST 3 MONTHS AFTER CONSTRUCTION, INSPECTION OF ALL IMPROVEMENTS SHALL BE PERFORMED AFTER ANY MAJOR STORM EVENT (GREATER THAN 0.5 INCHES OF RAIN 1N A 24-HOUR PERIOD). AFTER 3 MONTHS, INSPECTIONS SHALL BE PERFORMED SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL. INSPECTION AND MAINTENANCE SHALL INCLUDE, AT A MINIMUM BUT NOT LIMITED TO, THE FOLLOWING: • PAVED AREAS INSPECT ON A REGULAR BASIS NOT TO EXCEED WEEKLY FOR LITTER AND DEBRIS. IF APPLICABLE, SWEEP AT LEAST TWICE A YEAR, WITH THE FIRST SWEEPING OCCURRING AS SOON AS POSSIBLE AFTER FIRST SNOW MELT, AND THE SECOND SWEEPING NOT LESS THAN 90 DAYS FOLLOWING THE FIRST. • GRAVE. DRIVES AND PARKING/STORAGE AREAS: INSPECT GRAVEL DRIVEWAY AND PARKING/LAYDOWN AREAS SEM+' -ANNUALLY, PREFERABLY IN THE SPRING AND FALL, AND REMOVE ACCUMULATED SEDIMENT. IF SEDIMENT HAS MOUNDED ALONG THE EDGE OF THE GRAVEL STORAGE/LAY DOWN AREA HINDERING STORMWATER FLOW TOWARD THE ADJACENT VEGETATED AREAS, REGRADE AS NECESSARY TO ALLOW SHEET FLOW TO THE THESE AREAS. REVEGETA T E ANY DISTURBED AREAS ADJACENT TO THE GRAVEL STORAGE/LAY DOWN AREA THAT OCCUR DUPING THIS MAINTENANCE PROCEDURE TO PROVIDE PERMANENT STABILIZATION. • VEGETATED ARFAS: INSPECT ALL VEGETATED AREAS OF THE SITE SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL. REMOVE ANY LITTER/DEBRIS AND ACCUMULATED SAND/SEDIMENT THAT PREVENTS RUNOFF FROM THE GRAVEL STORAGE/LAY DOWN ARE FROM FLOWING INTO THE VEGETATED FILTER STRIPS, VEGETATED SLOPE AND PEA GRAVEL FILTER DIAPHRAGM. REVEGETATE ANY DISTURBED AREAS IMMEDIATELY TO PROVIDE PERMANENT STABILIZATION, REMOVE AND REPLACE OR REVEGETATE ANY AREAS THAT DO NOT HAVE A SUITABLE STAND OF GRASS OR AhY SCOURED AREAS. • PEA GRAVEL iLlfR DIAPHRAGM: INSPECT PEA GRAVEL FILTER DIAPHRAGM IMMEDIATELY FOLLOWING STORM EVENTS. IF SURFACE PONDING OCCURS IN THE DIAPHRAGM 72 HOURS AFTER A STORM EVENT, A QUALIFIED CONTRACTOR SHOULD INSPECT THE DIAPHRAGM TO ENSURE THAT SEDIMENT HAS NOT ACCUMULATED ON TOP OF THE FILTER FAE3RIC AND PROHIBITING INFILTRATION. REMOVE ACCUMULATED SEDIMENT AS REQUIRED TO MAINTAIN PROPER FUNCTION. 29102 % ti- - = <%, DAVID C. MCKAY P.E. LICENSE NO. DATE CONSTRUCTION SEQUENCE W 1. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS. 2. CLEAR ALL VEGETATION WITHIN THE PROPOSED DEVELOPMENT AREA. 3. INSTALL SEDIMENT FENCE BARRIER DOWNGRADIENT OF THE PROPOSED CONSTRUCTION AREA AT THE LOCATION SHOWN. 4. GRUB VEGETATION, STRIP TOPSOIL AND STOCKPILE AT LOCATION SHOWN. 5. ROUGH GRADE NEW PARKING AREAS, CIRCULATION DRIVES, AND STORAGE/LAYDOWN AREAS TO SUBGRADE ELEVATION. PLACE AND COMPACT TRAFFIC BOUND GRAVEL SURFACE WHERE INDICATED. 6. PREPARE SUBGRADE FOR NEW BITUMINOUS CONCRETE PAVEMENT FOR EXPANSION OF EXISTING .4 --J V PAVED PARKING AREA AND NEW PAVED APRON. INSTALL BITUMINOUS CONCRETE PAVEMENT AND J BITUMINOUS CONCRETE LIP CURB. INSTALL BOULDER ROW AT LOCATION SHOWN. 7. PAINT PAVEMENT MARKINGS AS SHOWN AND INSTALL SIGNAGE FOR ADA VAN ACCESSIBLE PARKING a� SPACE. 8. FINISH GRADE VEGETATED FILTER STRIPS, VEGETATED SLOPE AND CONSTRUCT PEA GRAVEL FILTER 0 (� DIAPHRAGM. 9. INSTALL 5' X 5' CONCRETE PAD ON EASTERLY SIDE OF BUILDING, CONCRETE DUMPSTER PAD, AND W STOCKADE FENCE. i 10. INSTALL LANDSCAPING, LANDSCAPE MULCH, AND IMMEDIATELY LOAM ALL DISTURBED AREAS WITH 4" = MINIMUM OF TOPSOIL, SEED AND MULCH. 0 11. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES. REMOVE EXISTING BITUMINOUS PAVEMENT 12" MIN. FROM THE EXISTING EDGE. EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO OPTIMUM DENSITY VARIES EXISTING PAVEMENT 12" MIN. DEPTH UNKNOWN PROVIDE BITUMINOUS CONCRETE AND GRAVEL BASE COURSES IN ACCORDANCE WITH DETAIL Lu- - - - -- ZE2 R�_ �z Wcc 5L NOTE: 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12" FROM THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 2. REMOVE ENTIRE WIDTH OF PAVEMENT AND COMPACT EXISTING BASE MATERIAL TO REMAIN. 3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED CAPACITY OF 90 PSI. 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE WITH THE PROPOSED EDGE TYPICAL CROSS SECTION FOR MATCHING EXISTING AND PROPOSED PAVEMENT NOT TO SCALE "APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION" CHAIRMAN OR SECRETARY OF THE COMMISSION DATE ANTI -TRACKING PAD NOT TO SCALE 7T 13 STONE ABRIC PACK STRAW BETWEEN BALES STRAW BALE -► 2" X 2" X 36" HARD WOOD STAKE (2 PER BALE) II II II II II II 11 II II i�MIN 4" NOTE. 1. USE SINGLE OR DOUBLE BALE HEIGHT AS REQUIRED. 6' HIGH STOCKADE FE14CE (ALL POSTS TC BE PROPERTI ANCHOREL CONCRETE PAL BACKFILL • 120 STAKED HAY BALE BARRIER NOT TO suiE NOTE: (AS REQUIRED) 1. FOR OVERALL DIMENSIONS OF CONCRETE PAD SEE SITE PLAN 2. LATTICE IS SHOWN AS OPTION, NOT CONSTRUCTION STANDARD. DUMPSTER ENCLOSURE DETAIL NOT TO SCALE OPERATION & MAINTENANCE OF EROSION CONTROLS NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION AND EROSION CONTROL METHODS HAVE BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES. ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PROPERLY STABILIZED TO PREVENT EROSION AND SUITABLY CONTAINED TO PREVENT TURBID RUNOFF. ALL AREAS AFFECTED BY TEMPORARY FILLS MUST BE RESTORED TO THEIR ORIGINAL CONTOURS, AND REVEGETATEO WITH SUITABLE VEGETATION. THE USE OF TEMPORARY FILL AN%R EXCAVATION SHALL BE MINIMIZED TO ONLY THAT AREA REQUIRED TO PERFORM THE WORK. DUMPING OF OIL OR OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN. THE DEVELOPER OR CONTRACTOR SHALL PROVIDE A MEANS OF CATCHING, RETAINING AND PROPERLY DISPOSING OF DRAINED OIL, REMOVED OIL FILTERS, OR OTHER DELETERIOUS MATERIAL FROM EQUIPMENT USED ON SITE. VEHICLE MAINTENANCE SHALL BE COMPLETED OFF SITE. ALL OIL SPILLS SHALL BE IMMEDIATELY REPORTED TO THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION/HAZARDOUS MATERIALS OFFICE. FAILURE TD DO SO MAY RESULT IN THE IMPOSITION OF FINES UNDER THE APPLICABLE CONNECTICUT GENERAL STATUTES. EVERY PRECAUTION SHALL BE USED DURING CONSTRUCTION TO PREVENT AND MINIMIZE THE DEGRADATION OF THE EXISTING WATER QUALITY. ALL ACTIVITIES SHALL BE IN CONFORMANCE TO AND CONSISTENT WITH ALL APPLICABLE WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SET FORTH BY LOCAL, STATE AND FEDERAL AGENCIES. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL MEASURES. SAID MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINSTORM. ACCUMULATED DEPOSITS OF SEDIMENT AND SILT SHALL BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE EROSION AND SEDIMENT CONTROL BARRIERS, AND UPON ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. SUCH MATERIALS REMOVED SHALL BE SPREAD AND STABILIZED IN NON -WETLAND AREAS WHICH ARE NOT SUBJECT TO EROSION, OR WHICH ARE NOT TO BE PAVED OR BUILT UPON. HAY BALES, SEDIMENT FENCE AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REPAIRED, CLEANED AND/OR iREPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIOD IN ORDER TO MAINTAIN COMPLETE AND INTEGRAL EROSION AND SEDIMENT CONTROL PROTECTION. ONCE IN PLACE, ALL EROSION AND SEDIMENT CONTROL FACILITIES AND MEASURES ARE TO REMAIN IN PLACE AND IN PROPER CONDITION AND BE CONTINUOUSLY MAINTAINED UNTIL FINAL GRADING HAS BEEN COMPLETED, ALL DISTURBED AREAS UPGRADIENT OF SAID FACILITIES HAVE BEEN PERMANENTLY STABILIZED, AND ALL NEWLY GRASSED AREAS HAVE HAD AT LEAST TWO MOWINGS. FOLLOWING SUCH PERMANENT STABILIZATION, THE FACILITIES SHALL BE DISMANTLED, REMOVED, AND DISPOSED OF IN AN APPROVED MANNER. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE SHOWN ON THE PLANS OR PRESCRIBED HEREIN SHALL BE PUT IN PLACE, WHENEVER NECESSARY, TO ADDRESS FIELD CONDITIONS AND/OR AS ORDERED BY THE ENGINEER OR TOWN STAFF. DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE MINIMUM EXTENT NECESSARY TO COMPLETE THE PROPOSED DEVELOPMENT. ALL EXISTING TREES AND SHRUBS SHALL BE CONSERVED WHERE POSSIBLE, EXCEPT THOSE WHOSE REMOVAL IS REQUIRED TO PERFORM THE PROPOSED WORK. THE LIMITS OF DISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR TO STARTING ANY ACTUAL CONSTRUCTION ACTIVITIES AND SHALL BE GENERALLY AS DEPICTED ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING OF THE SITE IN ACCORDANCE WITH THE PROCEDURES AS OUTLINED IN THE "GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES" AS ADOPTED BY THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION, EFFECTIVE ON OCTOBER 1, 2013. THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS OF CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF ALL RAIN EVENTS. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS. DURING CONSTRUCTION AND IMMEDIATELY FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE SEDIMENTATION AND EROSION CONTROL SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: * INSPECTION OF ALL SEDIMENT FENCE, REMOVE ACCUMULATED SEDIMENT IF REQUIRED (GREATER THAN 4" DEPTH) * INSPECTION OF ALL DRIVEWAY AND PARKING AREAS AFTER PAVING, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO INSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO DOWNSTREAM WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE DEPICTED HEREIN SHALL BE PUT IN PLACE WHENEVER NECESSARY TO ADDRESS FIELD CONDITIONS AND/OR AS ORDERED BY TOWN STAFF OR THEIR DESIGNATED AGENT. THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL BE PERSONALLY RESPONSIBLE FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE CONSTRUCTION PERIOD. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES THROUGHOUT THE CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRANSFER OF THIS RESPONSIBILITY, AND CONVEYING A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE OF THE LAND IS TRANSFERRED TO A THIRD PARTY EROSION CONTROL NOTES 1. THE RESPONSIBLE PARTY FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE THE SITE CONTRACTOR, WHO HAS YET TO BE DETERMINED. 2. THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION, CT DEEP BULLETIN 34, SHALL BE REFERENCED FOR PROPER METHODS OF INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR TOWN STAFF. 3. SEEDING FOR i_ ERMANENT STABILIZATION SHALL BE COMPLETED BETWEEN APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE COMPLETED WITHIN THESE TIMES, APPLY TEMPORARY MULCH UNTIL THE NEXT SEEDING TIME. SEED MIXTURE SHALL BE AS FOLLOWS: ALL 2:1 SLOPE AREAS (UNLESS OTHERWISE NOTED) CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF PERENNIAL ,RYEGRASS 10 LBS/ACRE OR 0.25 LBS/1,000 SF ALL OTHER aRASSED AREAS (INCLUDING WATER QUALITY BASIN) KENTUCKY ELUEGRASS 20 LBS/ACRE OR 0.45 LBS/1,000 SF CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 SF PERENNIAL FYEGRASS 5 LBS/ACRE OR 0.10 LBS/1,000 SF MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL. BE APPLIED AT A RATE OF 100-200 BALES PER ACRE. 4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS AND REPAIRED OR REPLACED AS NECESSARY TO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAT. STORMWATER QUALITY MEASURES OPERATI1,31\1 & MAINTENANCE DURING CONSTRUCTION AND IMMEDIATELY POST CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE STORMWATER MANAGEMENT SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: • INSPECTION 0) VEGETATED FILTER STRIPS AND VEGETATED SLOPES BETWEEN THE EDGE OF TRAFFIC BOUND GRAVEL SURFACE AND PEA GRAVEL FILTER DIAPHRAGM. REMOVE ANY LITTER/DEBRIS AND ACCUMULATED SAND/SEDIMENT THAT PREVENTS RUNOFF FROM FLOWING TOWARD THIS AREA, REVEGETATE IF NECESSARY TO PROVIDE STABILIZATION. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL 3H:1V SLOPES. • INSPECTION OF PEA GRAVEL DIAPHRAGM, REMOVE ACCUMULATED SEDIMENT FROM FILTER FABRIC AS REQUIRED. • INSPECTION OF ALL DRIVEWAY AND PARKING AREAS AFTER CONSTRUCTION, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS. • INSPECTION OF ROADWAY AT ENTRANCE, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS, AFTER SITE CONST RUCTION IS COMPLETE AND ACCEPTED BY THE TOWN, IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAINTAIN ALL STORMWATER MANAGEMENT IMPROVEMENTS AND ENSURE THAT THE SITE IS KEPT IN A CLEAN AND ORDERLY CONDITION. FOR THE FIRST 3 MONTHS AFTER CONSTRUCTION, INSPECTION OF ALL IMPROVEMENTS SHALL BE PERFORMED AFTER ANY MAJOR STORM EVENT (GREATER THAN 0.5 INCHES OF RAIN 1N A 24-HOUR PERIOD). AFTER 3 MONTHS, INSPECTIONS SHALL BE PERFORMED SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL. INSPECTION AND MAINTENANCE SHALL INCLUDE, AT A MINIMUM BUT NOT LIMITED TO, THE FOLLOWING: • PAVED AREAS INSPECT ON A REGULAR BASIS NOT TO EXCEED WEEKLY FOR LITTER AND DEBRIS. IF APPLICABLE, SWEEP AT LEAST TWICE A YEAR, WITH THE FIRST SWEEPING OCCURRING AS SOON AS POSSIBLE AFTER FIRST SNOW MELT, AND THE SECOND SWEEPING NOT LESS THAN 90 DAYS FOLLOWING THE FIRST. • GRAVE. DRIVES AND PARKING/STORAGE AREAS: INSPECT GRAVEL DRIVEWAY AND PARKING/LAYDOWN AREAS SEM+' -ANNUALLY, PREFERABLY IN THE SPRING AND FALL, AND REMOVE ACCUMULATED SEDIMENT. IF SEDIMENT HAS MOUNDED ALONG THE EDGE OF THE GRAVEL STORAGE/LAY DOWN AREA HINDERING STORMWATER FLOW TOWARD THE ADJACENT VEGETATED AREAS, REGRADE AS NECESSARY TO ALLOW SHEET FLOW TO THE THESE AREAS. REVEGETA T E ANY DISTURBED AREAS ADJACENT TO THE GRAVEL STORAGE/LAY DOWN AREA THAT OCCUR DUPING THIS MAINTENANCE PROCEDURE TO PROVIDE PERMANENT STABILIZATION. • VEGETATED ARFAS: INSPECT ALL VEGETATED AREAS OF THE SITE SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL. REMOVE ANY LITTER/DEBRIS AND ACCUMULATED SAND/SEDIMENT THAT PREVENTS RUNOFF FROM THE GRAVEL STORAGE/LAY DOWN ARE FROM FLOWING INTO THE VEGETATED FILTER STRIPS, VEGETATED SLOPE AND PEA GRAVEL FILTER DIAPHRAGM. REVEGETATE ANY DISTURBED AREAS IMMEDIATELY TO PROVIDE PERMANENT STABILIZATION, REMOVE AND REPLACE OR REVEGETATE ANY AREAS THAT DO NOT HAVE A SUITABLE STAND OF GRASS OR AhY SCOURED AREAS. • PEA GRAVEL iLlfR DIAPHRAGM: INSPECT PEA GRAVEL FILTER DIAPHRAGM IMMEDIATELY FOLLOWING STORM EVENTS. IF SURFACE PONDING OCCURS IN THE DIAPHRAGM 72 HOURS AFTER A STORM EVENT, A QUALIFIED CONTRACTOR SHOULD INSPECT THE DIAPHRAGM TO ENSURE THAT SEDIMENT HAS NOT ACCUMULATED ON TOP OF THE FILTER FAE3RIC AND PROHIBITING INFILTRATION. REMOVE ACCUMULATED SEDIMENT AS REQUIRED TO MAINTAIN PROPER FUNCTION. 29102 % ti- - = <%, DAVID C. MCKAY P.E. LICENSE NO. DATE SCALE: As Noted DATE: October 2017 JOB I.D. NO. 17-2566 Revisions Rev. "A" - Per Staff Review Comments - 11/10/17 Rev. "B" - Per Engineer's 2nd Comments -11/28/17 SHEET NO. 01 3 4-J .4 --J V J a� V°! 0 (� V W i a� o = N 0 C) -0 o •� 0V) �e Cu co Q� 0 4 - Cz > 0 .� 4) a} 4 -JO (.0 +-j0 u o L 0 z OCA (3) -� o J L •� E CL 4-J 4"J 4-J > Cu c- 0 w L. CL r_q E SCALE: As Noted DATE: October 2017 JOB I.D. NO. 17-2566 Revisions Rev. "A" - Per Staff Review Comments - 11/10/17 Rev. "B" - Per Engineer's 2nd Comments -11/28/17 SHEET NO. 01 3 ZONING TABLE: LIGHT INDUSTRIAL DISTRICT ITEM REQUIRED PROVIDED MINIMUM LOT AREA 80,000 SF 41,135 SF MINIMUM LOT FRONTAGE 200 FT 136.36 FT MINIMUM FRONT YARD 50 FT 55.5 FT MINIMUM SIDE YARD 30 FT 34.3 FT MINIMUM REAR YARD 30 FT 153.9 FT MAXIMUM BUILDING HEIGHT 50 FT <50 FT WATER SUPPLY WELL SANITARY SEPTIC TEST PIT RESULTS EXPLORATORY DEEP TEST PITS WERE PERFORMED ON 10/20/17 AND WITNESSED BY DEMIAN A. SORRENTINO, C.S.S. OF BOUNDARIES LLC. TP#WQ 9 0"- 8" 1OYR4/3 DARK BROWN TOPSOIL 8"- 22" 1 OYR5/6 YELLOWISH BROWN SANDY LOAM 22"- 36" 1OYR416 DARK YELLOWISH BROWN GRAVELLY SANDY LOAM 36'!- 50" 1 OYR416 DARK YELLOWISH BROWN SANDY LOAM 50"- 53"' 2.5Y6/3 LIGHT YELLOWISH BROWN FINE SILTY SAND W/ GRAVEL REDOX 0 32"A NO GROUNDWATER, NO LEDGE, ROOTS TO 39" TP#WQ2 MONUMENT ? 0"- 8" 7.5YR3/3 DARK BROWN TOPSOIL 8'!- 30" 7.5YR5/6 STRONG BROWN SANDY LOAM 30"- 48" 2.5Y6/3 LIGHT YELLOWISH BROWN FINE SILTY SAND W/ GRAVEL NO REDOX, RESTRICTIVE® 30-0 NO GROUNDWATER, NO LEDGE, ROOTS TO 30" ACCESSIBLE PARKING SIGN i 4" WIDE SOLID WHITE 4" SOLID WHITE LINE 45' STRIPES STRIPING (TYP) PROVIDE PAINTED UNIVERSAL �- HANDICAP SYMBOL (4' HEIGHT - CENTERED) I 8 -x-1-08- =-I VAN ACCESSIBLE PARKING SPACE, NOT TO SCALE THIS SIGN TYPICAL AT RESERVED R7-8 ALL ACCESSIBLE PARKING PARKIN - SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES VAACCEsslau 12"x8" PENALTY SIGN WITH WORDING AS REQUIRED 12"X9" V I'm/ 1 Doreen K. Care Trust Volume 370 Page 932 1292• --.. / 20' Wide Drainage Easement J r Per Reference Maps 11 & 13 -- - -- (See Survey Note 19) Rebar Rec - 2. -� INSTALL STAKED HAY BALE BARRIER 10' FROM DOWNGRADIENT PROPERTY UNE 2' WIDE X 150' LONG X 12" DEEP PEA GRAVEL FILTER DIAPHRAGM (SEE DETAIL) PROVIDE 4" (MIN) LOAM ON ALL DISTURBED 2! AREAS, APPLY NO -MOW SEED MIX AND MULCH FOR PERMANENT STABILIZATION PROVIDE EROSION CONTROL BLANKET ON ALL 3H:1 V SLOPES (TENSAR ROLLMAX ERONET SC 150 OR APPROVED EQUAL) I LIMIT OF CLEARING (TYP) 15' X 17.5' MATERIAL STORAGE BINS (TYP OF 3) BLOCKS BY INTER -BLOCK RETAINING SYSTEMS, INC OR APPROVED EQUAL PROPOSED GRAVEL PARKING AREA FOR EQUIPMENT STORAGE (SEE TRAFFIC BOUND GRAVEL SURFACE DETAIL) REMOVE OVERBURDEN FROM PRIMARY LEACHING TRENCH DOWN TO FILTER FABRIC. PLACE AND COMPACT 12" (MIN) OF PROCESSED GRAVEL OVER PRIMARY TRENCH WITHIN TRAVEL AREA INSTALL(2) CONCRETE BOLLARDS TO PROTECT EXISTING NON H-20 RATED SEPTIC TANK FROM VEHICULAR TRAFFIC OR REPLACE EXISTING SEPTIC TANK WITH H-20 RATED TANK (OBTAIN PERMIT FROM UNCAS HEALTH DISTRICT PRIOR TO REPLACING TANK) N/F Guasti, LLC. Volume 568 Page 90 1 Story Commercial Building 247.7 02 -- - TP#WQ 1 f� 0 TP#WQ2 R`>�M -- - 242 -- --- Rebar oRec ---244- PROVIDE 44--PROVIDE 120' OF CONTINUOUS SEDIMENT FENCE IMMEDbATELY UPGRADIENT OF FILTER DIAPHRAGM UNTIL ALL CONTRIBUTING 46 AREAS ARE FULLY STABILIZED r - LANDSCAPING SCHEDULE SYM BY STALE OR LOCAL LAW QTY, 0 "W -CHANNEL z °pI POST (2-lbs./ft.) 6 Thuja occidentalis --. C.G. 4" PIPE BOLLARD PAINTED 8' Sidewalk I TRAFFIC YELLOW, FILLED MONUMENT ? W/CONCRETE NRBR m SLOPE TOP ® ° OF CONCRETE REC ZI GROUND/PAVING ` 270.2 SURFACE } ' ' • a � o 8$ 10 EQUALS TWICE CONT' DIAMETER 3500 P.S.I. 3" "�` N L Y P. C. CONCRETE :I' .' OF POTTING SOIL: THEN CUT OR PULL APART ANY ROOTS _--_270 INSTALL 136' OF 6' HIGH p 2. AT PLANTING THOROUGHLY SOAK THE ROOT MASS AND ADJACENT SOIL. REPEAT SEVERAL TIMES DURING THE FIRST 1 '-6" SHRUB PLANTING m _ , 75 L VINYL STOCKADE FENCE 266.53-l'267.09 O ACCESSI BLE PARKING SIGN w S. 0 QNOT TO SCALE o a �6�,- LID .w t/! Ln A LEGEND & ABBREVIATIONS 0 V I'm/ 1 Doreen K. Care Trust Volume 370 Page 932 1292• --.. / 20' Wide Drainage Easement J r Per Reference Maps 11 & 13 -- - -- (See Survey Note 19) Rebar Rec - 2. -� INSTALL STAKED HAY BALE BARRIER 10' FROM DOWNGRADIENT PROPERTY UNE 2' WIDE X 150' LONG X 12" DEEP PEA GRAVEL FILTER DIAPHRAGM (SEE DETAIL) PROVIDE 4" (MIN) LOAM ON ALL DISTURBED 2! AREAS, APPLY NO -MOW SEED MIX AND MULCH FOR PERMANENT STABILIZATION PROVIDE EROSION CONTROL BLANKET ON ALL 3H:1 V SLOPES (TENSAR ROLLMAX ERONET SC 150 OR APPROVED EQUAL) I LIMIT OF CLEARING (TYP) 15' X 17.5' MATERIAL STORAGE BINS (TYP OF 3) BLOCKS BY INTER -BLOCK RETAINING SYSTEMS, INC OR APPROVED EQUAL PROPOSED GRAVEL PARKING AREA FOR EQUIPMENT STORAGE (SEE TRAFFIC BOUND GRAVEL SURFACE DETAIL) REMOVE OVERBURDEN FROM PRIMARY LEACHING TRENCH DOWN TO FILTER FABRIC. PLACE AND COMPACT 12" (MIN) OF PROCESSED GRAVEL OVER PRIMARY TRENCH WITHIN TRAVEL AREA INSTALL(2) CONCRETE BOLLARDS TO PROTECT EXISTING NON H-20 RATED SEPTIC TANK FROM VEHICULAR TRAFFIC OR REPLACE EXISTING SEPTIC TANK WITH H-20 RATED TANK (OBTAIN PERMIT FROM UNCAS HEALTH DISTRICT PRIOR TO REPLACING TANK) N/F Guasti, LLC. Volume 568 Page 90 1 Story Commercial Building 247.7 02 -- - TP#WQ 1 f� 0 TP#WQ2 R`>�M -- - 242 -- --- Rebar oRec ---244- PROVIDE 44--PROVIDE 120' OF CONTINUOUS SEDIMENT FENCE IMMEDbATELY UPGRADIENT OF FILTER DIAPHRAGM UNTIL ALL CONTRIBUTING 46 AREAS ARE FULLY STABILIZED r - LANDSCAPING SCHEDULE SYM KEY QTY, NAME (BOTANICAL/COMMON) SIZE COMMENTS CONC AR 6 Thuja occidentalis 2 gal. C.G. SHREDDED BARK MULCH. KEEP 3" 8' Sidewalk Emerald Green Arborvitae z MONUMENT LANDSCAPE PLANTING MATERIALS AS PROPOSED BY THIS PLAN ARE CONNECTICUT NATIVE AND/OR NON-INVASIVE SPECIES. THIS LANDSCAPE PLAN HAS BEEN DESIGNED TO INCORPORATE SPECIES WHICH ARE PROLIFIC IN USDA PLANT HARDINESS ZONE 6B 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 AND OTHER SOURCES. LANDSCAPE PLANTING MATERIALS AS PROPOSED BY THIS PLAN ARE INTENDED TO BE A MINIMUM. THE APPLICANT RESERVES THE RIGHT TO ADD ADDITIONAL LANDSCAPE MATERIALS AT THEIR DISCRETION. \�Sp� ALL PROPOSED AREAS OF FILL SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF CT DOT FORM 817, SECTION 2.02 "ROADWAY EXCr4VA7I0N, FORMATION OF EMBANKMENT, AND DISPOSAL OF SURPLUS - - - _ 0 . a 257 X257.0 MATERIALS". SPECIAL ATTENTION SHALL BE GIVEN TO SECTION 2.02.03(5) Z52� 257.0 "PLACEMENT OF EMBANKMENT MATERIAL" AND SECTION 2.02.03(6) 257.3 �,0:...:., :., :...:. :: 257.3,X`. "COMPACTION". 0 22 360' OF CONTINUOUS SEDIMENT FENCE 25 _ 258 0 - ----254-- ee ?98 --256- CD 22.5' 59.f0"Tree W. _ _ 258_ _ - _ X259 6 / a 256 20 260 N- -------260I REMOVE MODULAR c .: , .. .. ......... ............ ..... ... I, 890 1 BLOCK RETAINING W 260.7 260.7 :.i 22' WIDE GRAVEL ACCESS DRIVE (SEE TRAFFIC BOUND GRAVEL SURFACE DETAIL) \ 6 �6", o� _ ' 262 INSTALL SEDIMENT FENCE DOWNGRADIENT OF TOPSOIL \ , / STOCKPILE INSTALL 5' x 5' CONCRETE � - ~ \ / '/ '� � ` -- FEASIBLE TOPSOIL PAD AT EXISTING DOORSTOCKPILE LOCATION ELEV = 266.60 RD RD � .its4 \ - BENCHMARK Rebar w/Cap Set 1 Story \ 89' Elev=265.05 Metal Building ,- Pro ane N Tank NFF.-266.71 -266- / 1,627± SF I N/F !' Ent Door Ci of New London / NEntry Overhead Door - Electric Existing Light Meter \ 266.70 6 J`.;' . , 26g _ RESTORE EXISTING GRAVEL AREAS OUTSIDE OF PROPOSED 2 a o v AR ` // / DRIVES - REMOVE COMPACTED 266.1 266.53 GRAVEL, PLACE LOAM, SEED (2' 6.60 / -'� W/ GRASS AND MULCH PROPOSED PAINT L:j j Concrete 266.75 REMOVE ALL SYNTHETIC CONC --'` SAN SANITARY aQ. STRIPING (TYP) SHREDDED BARK MULCH. KEEP 3" 8' Sidewalk o z MONUMENT ELEV ELEVATION NRBR REBAR ® PARKING SPACES SUBSOIL REC RECOVERED i ` 270.2 FINISH GRADE BCLC /k 8$ 10 EQUALS TWICE CONT' DIAMETER n L Y X 270.2 OF POTTING SOIL: THEN CUT OR PULL APART ANY ROOTS _--_270 INSTALL 136' OF 6' HIGH p 2. AT PLANTING THOROUGHLY SOAK THE ROOT MASS AND ADJACENT SOIL. REPEAT SEVERAL TIMES DURING THE FIRST "APPROVED BY THE TOWN OF MONTVILLE PLANNING SHRUB PLANTING DETAIL _ , 75 L VINYL STOCKADE FENCE 266.53-l'267.09 68.04`'INSTALL 22, CL S. 0 %27� BOULDER ROW AT o -0 �6�,- ro .w t/! �- �- 0 EDGE OF GRAVEL DRIVE EXISTING BITUMINOUS CONCRETE CONCRETE PARKING LOT 20' - f 8 89° 4 INSTALL MULCH OR GRASS >W / ^� _ C: :: •' / > IN LANDSCAPED ISLAND 4 -JO > ' o p `L 270.2 L. _ _ �27 ADD 5' OF BITUMINOUS CONCRETE o ; _____-_ -��� W� E GRAVEL PARKING AREA FOR DAILY PAVEMENT TO EXISTING PARKING o j C� BUSINESS VEHICLES EQUIPMENT & LOT TO ACHIEVE ZONING / 269.80 TRAILERS (SEE TIRAFFlC BOUND COMPLIANCE (SEE DETAIL) 4.,�- -j +j O GRAVEL SURFACE DETAIL) W � 274 � E 24' / '• .. RESTORE EXISTING GRAVEL 1 ° s AREAS OUTSIDE OF PROPOSED I "I ` DRIVES - REMOVE COMPACTED l Conc • "V '-_\, 59 GRAVEL, PLACE LOAM, SEED Mon �' - W/ GRASS AND MULCH Rec -INSTALL SCLC AND - _ - 276--, - - - - FRNT TREELINE LANDSCAPED ISLAND. 273.5 PROPOSED CONCRETE UTILITY POLE 4043 -., X. I CU -3 V PAD ENCLOSURE SNET SOUTHERN NEW ENGLAND TELEPHONE ® WELL R=10 \ W\UG BETWEEN ACCESS DRIVES DUMPSTEIR ' (TYP) \ (SEE DETAIL) EXISTING CONTOUR r• C) }-� GUY WIRE --260-- �r "27 _ PAVED APRON - MAINTAIN 1-1/2 MORE OR LESS 260.7 X EXISTING SPOT GRADE LIP AT EDGE OF PAVEMENT X --278-- WITH -- -278--- - � W W/ WITH -}-- PROPOSED CONTOUR Rebar Rec 2 °- 4 ADE ANTI -TRACKING PAD (TIP) � O (Disturbed) o Rebar Rec ° UG UNDERGROUND 258 X PROPOSED SPOT GR j INSTALL SCLC AT -i` (Disturbed) °- N/F NOW OR FORMERLY MIN MINIMUM ' PAVED APRON SNET 4044 m SF - - BUILDING SETBACK LINE11 i SQUARE FEET I v RESTORE EXISTING GRAVEL I-' <Dcxoc� STONE WALL INV INVERT ti Enterprise Lane m © REBAR, IRON PIPE OR IRON PIN FF FINISHED FLOOR p ANGLE POINT TYP TYPICAL CB Type TF=266.81 W L:j MONUMENT S SLOPE REMOVE ALL SYNTHETIC CONC CONCRETE SAN SANITARY aQ. 3" DEPTH OF DARK BROWN FINE TEXTURED SHREDDED BARK MULCH. KEEP 3" o MON MONUMENT ELEV ELEVATION NRBR REBAR ® PARKING SPACES SUBSOIL REC RECOVERED i CATCH BASIN N FINISH GRADE BCLC BITUMINOUS CONCRETE LIP CURB 0 EQUALS TWICE CONT' DIAMETER NOTES: 1. FOR CONTAINER GROWN STOCK USE FINGERS OR A CONTAINER SHARP KNIFE TO LOOSEN ROOTS OUT OF THE OUTER LAYER N OF POTTING SOIL: THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. p 2. AT PLANTING THOROUGHLY SOAK THE ROOT MASS AND ADJACENT SOIL. REPEAT SEVERAL TIMES DURING THE FIRST "APPROVED BY THE TOWN OF MONTVILLE PLANNING SHRUB PLANTING DETAIL L wool - 00 (1)0 w 4� & ZONING COMMISSION" a © 2017 BC,UNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY - PREPARED ;AOR 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 OWNERWITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. CL CHAIRMAN OR SECRETARY OF THE COMMISSION DATE Know what s below. Call before you dig. Sl � Y 9 4t It AREAS OUTSIDE OF PROPOSED 280 DRIVES - REMOVE COMPACTED GRAVEL, PLACE LOAM, SEED W/ GRASS AND MULCH Osterman Propane, Inc. Volume 564 Page 523 r GRAPHIC SCALE 40 20 10 0 risom I FEET BALLED & BURLAPPED NOT TO SCALE REMOVAL OF ACCUMULATED SNOW FROM THE SECONDARY SITE ENTRANCE THAT MAY RESULT FROM MUNICIPAL PLOWING IS THE RESPONSIBILITY OF THE PROPERTY OWNER. GENERAL NOTES 1, THE SUBJECT P.ROPER7 IS AN EXISTING COMMERCIAL/LIGHT INDUSTRIAL. SITE. PROPOSED IMPROVEMENTS ARE INTENDED TO IMPROVE THE PROPERTY'S FUNCTIONALITY FOR THE CURRENT OWNER AND TO ACHIEVE ZONING COMPLIANCE TO THE SATISFACTION OF THE TOWN OF MONTOLLE, 2. THE ON-SITE PARKINC CALCULATION FOR THE SUBJECT PROPERTY IS AS FOLLOWS: 19.3.3 - BUSINESS OFFICES : I SPACE / 250 SQUARE FEET OF GROSS FLOOR AREA 1,627 SQUARE FOOT BJLDING / 250 SQUARE FEET = 6.5 = 7 SPACES REQUIRED EXPANDED/RESTRIPED -'ARKiNG AREA AS DEPICTED = 9 SPACES PROVIDED 3. NO NEW EXTERIOR LIG`{TING IS PROPOSED BY THIS PLAN. 4, THERE SHALL EE NO ON-SITE STORAGE OF FUEL TANKS. SANITARY NTES 1, THE LEACHING TRENCH MUST BE LOCATED, AND THE DEPTH BELOW EXISTING GRADE DETERMINED BY THE PROJECT ENGINEER PRIOR TO REMOVING THE OVERBURDEN. 2, THE PROJECT ENGINEER IS TO SUPERVISE THE REMOVAL OF THE OVERBURDEN. 3, NO VEHICULAR TRAFFIC OR PARKING IS TO BE ALLOWED OVER THE SEPTIC TANK UNLESS IT IS REPLACED WITH AN H-20 RATED SEPTIC T*K, 29102 K _.. DAVID C. MCKA; P. F. LICENSE NO. DATE "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY C RREC T AS NOTED H EON." / 70016 U. FAU05-E JR. .. S. LICENSE NO. DATE CUT BURLAP FROM TOP 1/3 OF ROOT BALL REMOVE ALL SYNTHETIC WRAPS ROPES & TWINES ENTIRELY FROM ROOT BALL 3" DEPTH OF DARK BROWN FINE TEXTURED SHREDDED BARK MULCH. KEEP 3" AWAY FROM MAIN STEM OF SHRUB t 4" SOIL SAUCER, (TYP.) % FINISH GRADE c ru PFY DXLGIL AVES�HPREARSOI(213 NATIVE SOIL COMPOST) SUBSOIL .� SET ROOT BALL AT OR g• MIN. SLIGHTLY ABOVE (np,� FINISH GRADE SET ROOT BALL ON FIRM PAD �o.. IN BOTTOM OF HOLE (TYP.) EQUALS TWICE CONT' DIAMETER NOTES: 1. FOR CONTAINER GROWN STOCK USE FINGERS OR A CONTAINER SHARP KNIFE TO LOOSEN ROOTS OUT OF THE OUTER LAYER GRA OF POTTING SOIL: THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. p 2. AT PLANTING THOROUGHLY SOAK THE ROOT MASS AND ADJACENT SOIL. REPEAT SEVERAL TIMES DURING THE FIRST MONTH AND THROUGHOUT THE FOLLOWING TWO SUMMERS. SHRUB PLANTING DETAIL NOT TO SCALE REMOVAL OF ACCUMULATED SNOW FROM THE SECONDARY SITE ENTRANCE THAT MAY RESULT FROM MUNICIPAL PLOWING IS THE RESPONSIBILITY OF THE PROPERTY OWNER. GENERAL NOTES 1, THE SUBJECT P.ROPER7 IS AN EXISTING COMMERCIAL/LIGHT INDUSTRIAL. SITE. PROPOSED IMPROVEMENTS ARE INTENDED TO IMPROVE THE PROPERTY'S FUNCTIONALITY FOR THE CURRENT OWNER AND TO ACHIEVE ZONING COMPLIANCE TO THE SATISFACTION OF THE TOWN OF MONTOLLE, 2. THE ON-SITE PARKINC CALCULATION FOR THE SUBJECT PROPERTY IS AS FOLLOWS: 19.3.3 - BUSINESS OFFICES : I SPACE / 250 SQUARE FEET OF GROSS FLOOR AREA 1,627 SQUARE FOOT BJLDING / 250 SQUARE FEET = 6.5 = 7 SPACES REQUIRED EXPANDED/RESTRIPED -'ARKiNG AREA AS DEPICTED = 9 SPACES PROVIDED 3. NO NEW EXTERIOR LIG`{TING IS PROPOSED BY THIS PLAN. 4, THERE SHALL EE NO ON-SITE STORAGE OF FUEL TANKS. SANITARY NTES 1, THE LEACHING TRENCH MUST BE LOCATED, AND THE DEPTH BELOW EXISTING GRADE DETERMINED BY THE PROJECT ENGINEER PRIOR TO REMOVING THE OVERBURDEN. 2, THE PROJECT ENGINEER IS TO SUPERVISE THE REMOVAL OF THE OVERBURDEN. 3, NO VEHICULAR TRAFFIC OR PARKING IS TO BE ALLOWED OVER THE SEPTIC TANK UNLESS IT IS REPLACED WITH AN H-20 RATED SEPTIC T*K, 29102 K _.. DAVID C. MCKA; P. F. LICENSE NO. DATE "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY C RREC T AS NOTED H EON." / 70016 U. FAU05-E JR. .. S. LICENSE NO. DATE SCALE: 1" = 26' DATE: October 2617 JOB I.D. NO. 17.2566 Revisions Rev. "A" - Per Staff Review Comments -11/10/17 Rev. "B" - Per Engineer's 2nd Comments -11/28/17 SHEET NO. Z � 3 ICU 4-J V)L) .� U .- U J CL to p X L wool - 00 (1)0 w 4� ca CL S. 0 C � o -0 ro �-- t/! �- �- 0 06 4-J C ti.. E >W o ^� . C: -N > 4 -JO > c0 o p U L. L. o CL W� E cu -C'M o j C� Eo 4.,�- -j +j O W E SCALE: 1" = 26' DATE: October 2617 JOB I.D. NO. 17.2566 Revisions Rev. "A" - Per Staff Review Comments -11/10/17 Rev. "B" - Per Engineer's 2nd Comments -11/28/17 SHEET NO. Z � 3