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HomeMy WebLinkAboutSite Plan (signed 9_15_2020)9 Lf) m 0 0 N O N N 00 v 0 U 0 ss 0 i L(1 Lf) 1-11 V) F- U W ry APPROVIED BY THE MONTVILLE PLANNING & ZONING COMMISSION i CHAIRMAN / SECRETARY U' 7 DATE EROSION & SEDIMENTATION CONTROL PLAN APPROVED BY THE MONTVILLE PLANNING & ZONING COMMISSION CHAIRMAN / SECRET j'/dJ hvnv DATE LEGEND: PROPERTY LINE EDGE OF PAVEMENT EEL=F !E;TORAGE FACILITY 1451 LEFF11SI43%41ELL ROAD MONTVILLE, CONNECTICUT D DRAINAGE W WATER S SEWER G GAS E E E ELECTRIC 21---- CONTOUR TREE LINE GUIDERAIL SIGNS CATCH BASIN 00 IRON PIN, IRON PIPE MS, CHD, MON El MERESTONE, CONNECTICUT HIGHWAY DEPARTMENT MONUMENT, MONUMENT FIRE HYDRANT O ELECTRIC MANHOLE s SEWER MANHOLE GAS GATE, WATER GATE EXISTING LIGHT orwich 0s LI LI z R4 PROJECT SITE R20 R40 R80 LOCATION MAP SCALE: 1 "=1000' JULY 2020 REVISED 8/13/2020 GREEN SITE DESIGN LLC - 317 Main Street Norwich, Connecticut 860) 892-1380 Fax (860) 886-9165 EllltaJr ark ,c` _ or. INDEX TO DRAWINGS DRAWING DESCRIPTION OF NO. DRAWINGS 1 EXISTING CONDITIONS PLAN 2 SITE PLAN 3 GRADING PLAN 4 EROSION APD SEDIMENT CONTROL PLAN 5 SEPTIC PLAN 6 SEPTIC DETAILS 7 EROSION CONTROL DETAILS PROPOSED USE: SELF STORAGE FACILITY OWNER: PATTERSON BROS PROPERTIES LLC APPLICANT: DRIVEWAY GUYS a10 5•e 8 8 FILE COPY SEP 15 2020 Ln M M 6 O N O N N co 1 a Ln V) 0) 0 a D 13a 0 Ln W 0 v z v 00 w G i s WIN Cove Brook lane -Hom 'o'w,n rs • •• ' , •,- ' •i • ' ' ' •• - ' ' ,• . wF 1-25Q °$ 197 Leftingv4 11 R' ad - • • ' ' ' . • • • • ' ' . • • • • ' ' .CENTERLINE OF BROOK IS ' Ai Map 62; LdtQ9- 0& ' •' ,, // d .' PROPERTY LINE AND 50 C N oP N.SPACE' •y' - .••••••' .••TOWN LINE •'' .• LF n J • • - ' - 1 • , Spy• W FLO0p` •. •. a a •• __._- ' - •'—. . •, •. EASEt IIT. F.OR • RIPRA SLOPE . •. . - 7 T r' , w o' •' I 1TE1 lANC PURPOSES* , 1,• . Z n ` . 4 > •IPJ •FAV01R' pF T E TOWN .OF-MONTVILLF . . o 5 44 125 •' • •• j A 6, . t GAS PYLON J • • - •. • : ..•I%- S(8s fiOR. f al ' • .' • . ' f TYP.) ` ' 0'+• Mar •• ) -,w >• 1170, 4 ply .' , •• . \Q2 . •• • - ., ,. , NQN-T • GENT,`_C(.'RVE • • • i •' • •••-• '.••• A==4&1 95,x. , R 4 ,. 1.04 '.,-. L-•183.0 Q fry sp .f•• 52 S 51 -4. N • t1') 50 , I Z co NON—TANGENT CURVE w n / A= 9*16'2 8" 6 6o R=272.06 0 001/ L=44.04 ChBrg=S30'07'09"W o U_ w ` J Ch=43.99 W PARCELS = 409,89 0 9.41 f cres r- o NET Z 1701 J sQ NON—TANG TCU 6 a= 38'50' sog R-- 497. 7 L=3 7.,5' NE EAS'EWNT IN FAVOR OF ! -,Churg=S4'05 "IIV 8 F ALGONQUIN S TRANSMISSION COMPANY Ch=3 1.12 o ;REF. 3. boning, - notI d ," E 64 m I ' Ao I 9 (n N I.Pin POWER LINE EASEMENT \ NON—TANGENT UR IE f 1700INFAVOROF A=1'31'20" N/F C.L.P. R=9722.35 v NON- 80 1 2 mak="258:-3 - S 50" o = 3"W -- 0 Ch= Lmn (F) 1 . Y 90Lion. (F). - — - X90Mon. (F) L&P 4. 1 - TCO 10096 ^ 10095 " 0 L E F F 104 G W E L L ROAD do C do 0 TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY CORRECT AS NOTED OR DEPICTED HEREON. ROBERT L MULLEN, L.(.S. #'12331 z1 /z.o DATE 4 H j9 C ` 9' Pf tir 60 z lr s 3* a rn 1 STOPECLIFF LA' a ed Qd ST. r N a e 9(f c. RDAD #1 c ' a d 8z r- p 1 rowN rowN OF 4 0 4 V I C H SITE E` ROAD MpHrVI SLE LOCATION MAP SCALE: 1 "=1000' MAP REFERENCESED 1. TAKING AND EASEMENT MAP, MONTVILLE ROAD CULVERT REPLACEMENT PROPERTIES OF H. LISTER JOHNSON, TRI -J, INC., SEYMOUR ADELMAN AND THE NORWICH CEMETERY ASSOCIATION MONTVILLE ROAD, TOWNS OF MONTVILLE AND NORWICH, SCALE: 1"=20', PROJECT NO. CLA-5050, DATE: FEB. 2013, SHEET NO. 1 BY CLA ENGINEERS, INC. 2. SUBDIVISION PLAN PREPARED FOR DZIENGIEL CUSTOM BUILDERS, INC., LEFFINGWELL ROAD MONTVILLE, CONNECTICUT, BOUNDARY, DATE: 2/6/2002, SCALE: 1"=60', SHEET 1 OF 6, REVISED TO 5/13/2002 BY CME/CPK DESIGN GROUP 3. LOCATION OF ALGONQUIN GAS TRANSMISSION COMPANY RIGHT OF WAY ACROSS THE PROPERTY OF H. LISTER JOHNSON, NEW LONDON COUNTY, CONNECTICUT, YEAR: 1998, SCALE: 1"=40', DWG. CJ -P-8503, TRACT E -1-137A, BY CONKLIN & SOROKA, INC. 4. ZONING DISTRICT IP, SUBDIVISION PLAN #341 PREPARED FOR THE MUELLER GROUP, LLC SALEM TURNPIKE (ROUTE #82), NORWICH, CONNECTICUT, DATE: MARCH 17, 1997, SCALE: 1"=100' SHEET 1 OF 1, REVISED TO 29 APR. 97 BY CHANDLER, PALMER & KING 5. SURVEY MAP PROPERTY OF STUART E. GADBOIS & JUDITH S. GADBOIS PREPARED FOR JOSEPH MASTRONUNZIO, ET. AL., CONN. RT. 82 — SALEM TURNPIKE, SCALE: 1"=100'. DATE: MAY 29, 1987 REVISED TO NOV. 10, 1987 BY CHANDLER, PALMER & KING SURVEY NOTES 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATIONOFLANDSURVEYORS, INC. A. TYPE OF SURVEY: PERIMETER SURVEY B. BOUNDARY DETERMINATION CATEGORY: RESURVEY OF WESTERLY BOUNDARY FIRST SURVEY OF REMAINDER C. HORIZONTAL ACCURACY: CLASS A-2 VERTICAL ACCURACY: N/A TOPOGRAPHIC ACCURACY: T—D D. INTENT: TO DEPICT THE BOUNDARIES OF THE SUBJECT PARCEL 2. LATEST DATE OF FIELD WORK: 1/2/2019 3. SUBJECT PARCEL IS DEPICTED AS LOT 3 OF ASSESSOR'S MAP 62. 4. SUBJECT PARCEL IS IN ZONE DISTRICT "LI", LIGHT INDUSTRIAL. 5. WHERE THERE IS NO PHYSICAL EVIDENCE TO DETERMINE THE ROAD LINE LIMITS, THEY ARE ASSUMED TO BE AT 16.5 FEET MINIMUM FROM THE CENTER OF THE EXISTING PAVING. 6. PORTIONS OF THE SUBJECT PARCEL LIE WITHIN THE SPECIAL FLOOD HAZARD AREA AND FLOODWAY AS DEPICTED ON FEMA MAPS 09011 CO213G AND 0901 1 CO194G 7. THE LIMITS OF ALL OF THE WETLAND SOILS ON THE SUBJECT PARCEL WERE NOT ABLE TO BE DETERMINED AT THE TIME OF THE SURVEY DUE TO SEASONAL WEATHER CONDITIONS. 8. SUBSURFACE AND ENVIRONMENTAL CONDITIONS, OTHER THAN THE DELINEATED WETLANDS, WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. 9. CONTOURS ARE TAKEN FROM EXISTING GIS LIDAR MAPPING AND NOT FROM A FIELD SURVEY. 10. THIS SURVEY AND MAP ARE VALID ONLY IF THE PRINT OR MYLAR CONTAINS THE EMBOSSED SEAL AND LIVE SIGNATURE OF THE SURVEYOR. No.I DATE 0%111111119111 iCONN CO:ry0f `"A= X y z r No. 1 233 1 SURIJ 50' 0' 50' 100' SCALE: 1 "=50' 809 CLA Engineers, Inc. CIVIL •STRUCTURAL •SURVEYING 317 Main Street Norwich, CT 06360 REVISION IF (860) 886-1966 Fax (860) 886-9165 Project No. Boundary Survey CLA-6217 Proj. Surveyor Property of Date: RLM Estate of H. LISTER JOHNSON 1/2/2019 Sheet No. 161 Leffingwell Road Town of Montville, Connecticut PROPERTY LINE EASEMENT E -- - -- OVERHEAD WIRE G GAS LINE DRAINAGE PIPE a -— CHAIN LINK FENCE STONE WALL GUIDERAIL EDGE OF WETLANDS STREAM SIGNS CATCH BASIN FEU r---(-1 FLARED END UNIT GAS GATE, WATER GATE UTILITY POLE WELL DH O DRILL HOLE PIN, IP O IRON PIN, IRON PIPE MON 0 MONUMENT A WETLAND FLAG F), (S) FOUND, SET N/F NOW OR FORMERLY Vol. Pg. DEED VOLUME & PAGE G i s WIN Cove Brook lane -Hom 'o'w,n rs • •• ' , •,- ' •i • ' ' ' •• - ' ' ,• . wF 1-25Q °$ 197 Leftingv4 11 R' ad - • • ' ' ' . • • • • ' ' . • • • • ' ' .CENTERLINE OF BROOK IS ' Ai Map 62; LdtQ9- 0& ' •' ,, // d .' PROPERTY LINE AND 50 C N oP N.SPACE' •y' - .••••••' .••TOWN LINE •'' .• LF n J • • - ' - 1 • , Spy• W FLO0p` •. •. a a •• __._- ' - •'—. . •, •. EASEt IIT. F.OR • RIPRA SLOPE . •. . - 7 T r' , w o' •' I 1TE1 lANC PURPOSES* , 1,• . Z n ` . 4 > •IPJ •FAV01R' pF T E TOWN .OF-MONTVILLF . . o 5 44 125 •' • •• j A 6, . t GAS PYLON J • • - •. • : ..•I%- S(8s fiOR. f al ' • .' • . ' f TYP.) ` ' 0'+• Mar •• ) -,w >• 1170, 4 ply .' , •• . \Q2 . •• • - ., ,. , NQN-T • GENT,`_C(.'RVE • • • i •' • •••-• '.••• A==4&1 95,x. , R 4 ,. 1.04 '.,-. L-•183.0 Q fry sp .f•• 52 S 51 -4. N • t1') 50 , I Z co NON—TANGENT CURVE w n / A= 9*16'2 8" 6 6o R=272.06 0 001/ L=44.04 ChBrg=S30'07'09"W o U_ w ` J Ch=43.99 W PARCELS = 409,89 0 9.41 f cres r- o NET Z 1701 J sQ NON—TANG TCU 6 a= 38'50' sog R-- 497. 7 L=3 7.,5' NE EAS'EWNT IN FAVOR OF ! -,Churg=S4'05 "IIV 8 F ALGONQUIN S TRANSMISSION COMPANY Ch=3 1.12 o ;REF. 3. boning, - notI d ," E 64 m I ' Ao I 9 (n N I.Pin POWER LINE EASEMENT \ NON—TANGENT UR IE f 1700INFAVOROF A=1'31'20" N/F C.L.P. R=9722.35 v NON- 80 1 2 mak="258:-3 - S 50" o = 3"W -- 0 Ch= Lmn (F) 1 . Y 90Lion. (F). - — - X90Mon. (F) L&P 4. 1 - TCO 10096 ^ 10095 " 0 L E F F 104 G W E L L ROAD do C do 0 TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY CORRECT AS NOTED OR DEPICTED HEREON. ROBERT L MULLEN, L.(.S. #'12331 z1 /z.o DATE 4 H j9 C ` 9' Pf tir 60 z lr s 3* a rn 1 STOPECLIFF LA' a ed Qd ST. r N a e 9(f c. RDAD #1 c ' a d 8z r- p 1 rowN rowN OF 4 0 4 V I C H SITE E` ROAD MpHrVI SLE LOCATION MAP SCALE: 1 "=1000' MAP REFERENCESED 1. TAKING AND EASEMENT MAP, MONTVILLE ROAD CULVERT REPLACEMENT PROPERTIES OF H. LISTER JOHNSON, TRI -J, INC., SEYMOUR ADELMAN AND THE NORWICH CEMETERY ASSOCIATION MONTVILLE ROAD, TOWNS OF MONTVILLE AND NORWICH, SCALE: 1"=20', PROJECT NO. CLA-5050, DATE: FEB. 2013, SHEET NO. 1 BY CLA ENGINEERS, INC. 2. SUBDIVISION PLAN PREPARED FOR DZIENGIEL CUSTOM BUILDERS, INC., LEFFINGWELL ROAD MONTVILLE, CONNECTICUT, BOUNDARY, DATE: 2/6/2002, SCALE: 1"=60', SHEET 1 OF 6, REVISED TO 5/13/2002 BY CME/CPK DESIGN GROUP 3. LOCATION OF ALGONQUIN GAS TRANSMISSION COMPANY RIGHT OF WAY ACROSS THE PROPERTY OF H. LISTER JOHNSON, NEW LONDON COUNTY, CONNECTICUT, YEAR: 1998, SCALE: 1"=40', DWG. CJ -P-8503, TRACT E -1-137A, BY CONKLIN & SOROKA, INC. 4. ZONING DISTRICT IP, SUBDIVISION PLAN #341 PREPARED FOR THE MUELLER GROUP, LLC SALEM TURNPIKE (ROUTE #82), NORWICH, CONNECTICUT, DATE: MARCH 17, 1997, SCALE: 1"=100' SHEET 1 OF 1, REVISED TO 29 APR. 97 BY CHANDLER, PALMER & KING 5. SURVEY MAP PROPERTY OF STUART E. GADBOIS & JUDITH S. GADBOIS PREPARED FOR JOSEPH MASTRONUNZIO, ET. AL., CONN. RT. 82 — SALEM TURNPIKE, SCALE: 1"=100'. DATE: MAY 29, 1987 REVISED TO NOV. 10, 1987 BY CHANDLER, PALMER & KING SURVEY NOTES 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATIONOFLANDSURVEYORS, INC. A. TYPE OF SURVEY: PERIMETER SURVEY B. BOUNDARY DETERMINATION CATEGORY: RESURVEY OF WESTERLY BOUNDARY FIRST SURVEY OF REMAINDER C. HORIZONTAL ACCURACY: CLASS A-2 VERTICAL ACCURACY: N/A TOPOGRAPHIC ACCURACY: T—D D. INTENT: TO DEPICT THE BOUNDARIES OF THE SUBJECT PARCEL 2. LATEST DATE OF FIELD WORK: 1/2/2019 3. SUBJECT PARCEL IS DEPICTED AS LOT 3 OF ASSESSOR'S MAP 62. 4. SUBJECT PARCEL IS IN ZONE DISTRICT "LI", LIGHT INDUSTRIAL. 5. WHERE THERE IS NO PHYSICAL EVIDENCE TO DETERMINE THE ROAD LINE LIMITS, THEY ARE ASSUMED TO BE AT 16.5 FEET MINIMUM FROM THE CENTER OF THE EXISTING PAVING. 6. PORTIONS OF THE SUBJECT PARCEL LIE WITHIN THE SPECIAL FLOOD HAZARD AREA AND FLOODWAY AS DEPICTED ON FEMA MAPS 09011 CO213G AND 0901 1 CO194G 7. THE LIMITS OF ALL OF THE WETLAND SOILS ON THE SUBJECT PARCEL WERE NOT ABLE TO BE DETERMINED AT THE TIME OF THE SURVEY DUE TO SEASONAL WEATHER CONDITIONS. 8. SUBSURFACE AND ENVIRONMENTAL CONDITIONS, OTHER THAN THE DELINEATED WETLANDS, WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. 9. CONTOURS ARE TAKEN FROM EXISTING GIS LIDAR MAPPING AND NOT FROM A FIELD SURVEY. 10. THIS SURVEY AND MAP ARE VALID ONLY IF THE PRINT OR MYLAR CONTAINS THE EMBOSSED SEAL AND LIVE SIGNATURE OF THE SURVEYOR. No.I DATE 0%111111119111 iCONN CO:ry0f `"A= X y z r No. 1 233 1 SURIJ 50' 0' 50' 100' SCALE: 1 "=50' 809 CLA Engineers, Inc. CIVIL •STRUCTURAL •SURVEYING 317 Main Street Norwich, CT 06360 REVISION IF (860) 886-1966 Fax (860) 886-9165 Project No. Boundary Survey CLA-6217 Proj. Surveyor Property of Date: RLM Estate of H. LISTER JOHNSON 1/2/2019 Sheet No. 161 Leffingwell Road Town of Montville, Connecticut 2 Q Lf) 7 M O N O N N 00 3 W o! Ln Lf) 0 to 0 v 0 Lf) Lf) V) F_ V LU CL N/F Cove Brook Lane I-JorMilown rs 197 Leffingwell ad O Map 62, Lot_ _009— 08 n aOPENSPACE i I.,P{ in 30 20 125 o GAS PYLON TYP.) LEGEND '_J SPECIAL+OOD HAZARD` AREA PROPERTY LINE \ EASEMENT E OVERHEAD WIRE % G GAS LINE DRAINAGE PIPE j a o CHAIN LINK FENCE STONE WALL 1 GUIDERAIL 4R EDGE OF WETLANDS l w STREAM L V CENTERLINE OF BROOK IS PROPERTY LINE AND 50 C y TOWN LINE VE6C- R-006 a cr 48 C 0 v e 44-'/ 4J 0 UPLAND s \ C REMEW F AREA OR MqTy CCOSURF OA/, IV -W--7W-W--7WSIGNS 0 CATCH BASIN 0- FEU C= FLARED END UNIT cv GAS GATE, WATER GATE o s)UTILITY POLE Z WELL w DH 0 DRILL HOLE UJ z f IPIN, IP 0 IRON PIN, IRON PIPE MON 0 MONUMENT WETLAND FLAG F), (S) FOUND, SET N F NOW OR FORMERLY p Vol. Pg. DEED VOLUME & PAGE GAS UNE EASEMENT IN FAVOR OF N/F ALGONQUIN GAS TRANSMISSION o; COMPANY MAP REF. 3. I' I.Pin (F) leaning, not used F/ I 90 POWER UNE EASEMENT IN FAVOR OF N/F l.Pin (F) C.L.&P I.Pin (F) Mon. (F) Mon. (F), 41 L&P 99' 5/ 24' 52 XW FLOOD OUTDOOR,A SEA ASPHALT LINE OF gpULpERS i o Y 2 50' - UPLAND TH # 3 TN ,_ 2 R AREA 210' TH # 44 16- PH m 30' 24 I© r 5 J/ NET 1701 4 1700 90 -- C& PL 100 L E F F I N G W E L L iiROAD1 J LTC 10095nIn Ab O EASEMENT FOR RIPRAP, SLOPE do MAINTENANCE PURPOSES IN FAVOR OF THE TOWN OF NORWICH REQUIRED t 40,000 S.F. INSTALL CHAIN UNK FENCE TH J4 620± FT FRONT YARD SETBACK 50 FT 72± FT SIDE YARD SETBACK AFTER SITE CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE OWNER, IT SHALL BE 400' SELF STORAGE ING A 129000 SF THE FOLLOWING INSPECTION AND MAINTENANCE GUIDELINES SHALL BE THE RESPONSIBILITY OF THE OWNER, BEGINNING THE FIRST YEAR PERIOD FOLLOWING CONSTRUCTION COMPLETION AND ACCEPTANCE, AND SHALL BE FOLLOWED EACH YEAR THEREAFTER: INSTA4 NEIN GATE 1. DRAINAGE AND/OR OTHER PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO KEYPAD EXCEED WEEKLY FOR LITTER AND DEBRIS. IF APPLICABLE, SWEEP AT LEAST TWICE A YEAR, WITH THE FIRST OCCURRING AS SOON AS POSSIBLE AFTER FIRST SNOWMELT VAN HANDICAP SPACE AND THE SECOND NOT LESS THAN 90 DAYS FOLLOWING THE FIRST. 2. DRAINAGE STRUCTURES (SEDIMENT BASIN): INSPECT SEMI—ANNUALLY AND CLEAN WHEN j ONE HALF FULL OF SILT AND/OR DEBRIS. 9'x18' PARKING SPACES 3. LANDSCAPE AREAS (SEDIMENT BASIN, VEGETATED SWALE): INSPECT SEMI–ANNUALLY FOR EROSION OR DYING VEGETATION. REPAIR AND STABILIZE ANY BARE OR ERODED AREAS 24' AND REPLACE VEGETATION AS SOON AS POSSIBLE. 400' SELF STORAGE BUILDING B 12,000 SF 24' 40' X 400' SELF STORAGE BUILDING C 16,000 SF i 5" i 24' i 409 X 400 SELF ST BUI D 169000 SF PH m 30' 24 I© r 5 J/ NET 1701 4 1700 90 -- C& PL 100 L E F F I N G W E L L iiROAD1 J LTC 10095nIn Ab O EASEMENT FOR RIPRAP, SLOPE do MAINTENANCE PURPOSES IN FAVOR OF THE TOWN OF NORWICH 80 BIT. CONC. PAVEMENT (YYP.) BUILDING AMOUNTED UGHT (TYI INSTALL CONC. CURB STOPS INSTALL HANDICAP SIGN ON BUILDING VAN HANDICAP SPACE 9'x20' PARKING SPACES EXIST. BOULDERS TO REMAIN i' 9p ZONING COMPLIANCE CHART ZONING DISTRICT: LI ITEM REQUIRED t LOT AREA 40,000 S.F. INSTALL CHAIN UNK FENCE TO EXIST. BOULDERS 620± FT FRONT YARD SETBACK 50 FT 72± FT SIDE YARD SETBACK AFTER SITE CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE OWNER, IT SHALL BE 210± FT THE RESPONSIBILITY OF THE OWNER TO MAINTAIN ALL DRAINAGE STRUCTURES. IN ADDITION, 50 FT. THE FOLLOWING INSPECTION AND MAINTENANCE GUIDELINES SHALL BE THE RESPONSIBILITY OF THE OWNER, BEGINNING THE FIRST YEAR PERIOD FOLLOWING CONSTRUCTION COMPLETION AND ACCEPTANCE, AND SHALL BE FOLLOWED EACH YEAR THEREAFTER: INSTA4 NEIN GATE 1. DRAINAGE AND/OR OTHER PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO KEYPAD EXCEED WEEKLY FOR LITTER AND DEBRIS. IF APPLICABLE, SWEEP AT LEAST TWICE A YEAR, WITH THE FIRST OCCURRING AS SOON AS POSSIBLE AFTER FIRST SNOWMELT VAN HANDICAP SPACE AND THE SECOND NOT LESS THAN 90 DAYS FOLLOWING THE FIRST. 2. DRAINAGE STRUCTURES (SEDIMENT BASIN): INSPECT SEMI—ANNUALLY AND CLEAN WHEN ONE HALF FULL OF SILT AND/OR DEBRIS. 9'x18' PARKING SPACES 3. LANDSCAPE AREAS (SEDIMENT BASIN, VEGETATED SWALE): INSPECT SEMI–ANNUALLY FOR EROSION OR DYING VEGETATION. REPAIR AND STABILIZE ANY BARE OR ERODED AREAS AND REPLACE VEGETATION AS SOON AS POSSIBLE. 80 BIT. CONC. PAVEMENT (YYP.) BUILDING AMOUNTED UGHT (TYI INSTALL CONC. CURB STOPS INSTALL HANDICAP SIGN ON BUILDING VAN HANDICAP SPACE 9'x20' PARKING SPACES EXIST. BOULDERS TO REMAIN i' 9p ZONING COMPLIANCE CHART ZONING DISTRICT: LI ITEM REQUIRED PROPOSED LOT AREA 40,000 S.F. 409,890± FT LOT FRONTAGE 100 FT 620± FT FRONT YARD SETBACK 50 FT 72± FT SIDE YARD SETBACK 30 FT 210± FT REAR YARD SETBACK 50 FT. 99± FT. 19 PARKING SPACES PROVIDED PROPOSED USE: SELF STORAGE FACILITY 40' 0 OWNER: PATTERSON BROS PROPERTIES LLC SCALE: 1 "=40' APPLICANT: DRIVEWAY GUYS 2 8/20/20 1 8/13/20 y\ No. DATE r s 18346 9 PO GREEN SITE DESIGN REVIEW COMMENTS - LLC - REVIEW COMMENTS 317 Main Street Norwich, Connecticut REVISION 860 892-1380 Fax 860 886-9165 161 Leffingwell Road Project o. Town of MontvMe, Connecticut GSD -55 Proj. Surveyor RIM SELF STORAGE FACILITY Date: JULY 2020 Sheet No. SITE PLAN 51 C) O 0 N O N ti N 00 w a! u7 u7 0 Cn a 0 u7 u7 W a I NSF Cove Brook Lane wn rs $ SNF ' –25197Iwellad . Map 62, Lot — 08 50 OPEN SPACE I. in C 0 v30 - VW-. 0 20 50' UPLAND RBAEAREA ° k W' 44 125 00, GAS PYLON TYP.) \ i j CB TYPE C—L TF=55.3 INV=52.0 LEGEND-- PROPERTY LINE EASEMENT / 52 E OVERHEAD WIRE G GAS LINE DRAINAGE PIPE ` CHAIN LINK FENCE STONE WALL 56'3 GUIDERAIL ho , 50 r° i to EDGE OF WETLANDS STREAM SIGNS CATCH BASINCk FEU r --7n FLARED END UNIT GAS GATE, WATER GATE \ UTILITY POLE WELL 0 DH 0 DRILL HOLE IPIN, IP O IRON PIN, IRON PIPE MOND MONUMENT WETLAND FLAG F), (S) FOUND, SET N F NOW OR FORMERLY \\70 Vol. Pg. DEED VOLUME & PAGE END C fit- -G- GAS UNE EASEMENT IN FAVOR OF N/F ALGONQUIN GAS TRANSMISSION ` COMPANY MAP REF. 3. I 0 o I.Pin (F) leaning, not used 90 POWER UNE EASEMENT I.Pin (F) IN FAVOR OF NSF C.L &P INSTALL BITUMINOUS , CONCRETE CURB I.Pin (F) TF755' Mon. (F) Mon. (F L&P C z - CL&P — -- 708 CB TYPE C—L - 6 TF=55.3 y° 1W= TH' _,#4 46 Nn LINE OF BOULDERS O \ i 4/ Al i 12" HDPE OW.) — 30' TF=5555.3 INV=52.0 2 BUILDING C FF= V'6 -'a 0 97 9 700 LEFFINGWELL ROAD o BUILDING E 12" HDPE (TYP FF=56.0 HDPE (WP.) 09 Hp. J 10095 INSTALL NORTH AM GREEN S-150 ON ALL 2:1 SLOPES 100 v CB FINAL TYPE C—L TO HAVE 4' SUMP WITH SNOUT TF=54.0 NV=45.5 IN AND OUT ....--- Z m 0 TF=55.3 INV=48.4 W INV=46.6 N.S. W N.S. CB B TYPE C—L TF=55.3 INV=48.4 W INV=47.2 N.S. INSTALL WELL CB C TYPE C—L TF=55.3 INV=48.4 W INV=47.8 N.S. y • '• 1135 1n tea, q • 7 1 7 EASEMENT FOR RIPRAP, SLOPE do MAINTENANCE PURPOSES IN FAVOR OF THE TOWN OF NORWICH 18" HDPE (TY?.) 15" HDPE (1YP.) 12" HDPE (1YP.) 24" HDPE (TV.) 40' 0 SCALE: 1 "=40' 90 GREEN SITE 3 8/20/2020 REVIEW COMMENTS DESIGN 2 8/13/2020 REVIEW COMMENTS —LLCT C INSTALL 12" HUBLESS i 7/31/2020 uNCAS COMMENTS 317 Main Street Norwich, ConnecticutPIPEASTMA-888 No. DATE REVISION 860 892-1380 Fax 860 886-9165 161 Leffingwell Road Projecto. GSD -55TownofMontville, Connecticut Proj. Surveyor RIM Date: SELF STORAGE FACILITY JULY 2020 t 8346 O Sheet No. w ONAL ,•GRADING PLAN i 12" HDPE OW.) — 30' TF=5555.3 INV=52.0 2 BUILDING C FF= V'6 -'a 0 97 9 700 LEFFINGWELL ROAD o BUILDING E 12" HDPE (TYP FF=56.0 HDPE (WP.) 09 Hp. J 10095 INSTALL NORTH AM GREEN S-150 ON ALL 2:1 SLOPES 100 v CB FINAL TYPE C—L TO HAVE 4' SUMP WITH SNOUT TF=54.0 NV=45.5 IN AND OUT ....--- Z m 0 TF=55.3 INV=48.4 W INV=46.6 N.S. W N.S. CB B TYPE C—L TF=55.3 INV=48.4 W INV=47.2 N.S. INSTALL WELL CB C TYPE C—L TF=55.3 INV=48.4 W INV=47.8 N.S. y • '• 1135 1n tea, q • 7 1 7 EASEMENT FOR RIPRAP, SLOPE do MAINTENANCE PURPOSES IN FAVOR OF THE TOWN OF NORWICH 18" HDPE (TY?.) 15" HDPE (1YP.) 12" HDPE (1YP.) 24" HDPE (TV.) 40' 0 SCALE: 1 "=40' 90 GREEN SITE 3 8/20/2020 REVIEW COMMENTS DESIGN 2 8/13/2020 REVIEW COMMENTS —LLCTC INSTALL 12" HUBLESS i 7/31/2020 uNCAS COMMENTS 317 Main Street Norwich, ConnecticutPIPEASTMA-888 No. DATE REVISION 860 892-1380 Fax 860 886-9165 161 Leffingwell Road Projecto. GSD -55TownofMontville, Connecticut Proj. Surveyor RIM Date: SELF STORAGE FACILITY JULY 2020 t 8346 O Sheet No. w ONAL ,•GRADING PLAN I - Lf) t N O O N O N N 00 UJ Or 0 01 m L 0 D fu N 0 Ln F - w 0 i SILT FENCE WITH WOODCHIPS v GIBS LINE EASEMENT IN FAV01 F ALGONQUIN GAS 7Tt COMP MAP REF. 3. TEMPORARY SEDIMENTATION N - PERMANENT WATER QUALITY, INSTALL NO 11 IOIiN - GREEN S—'f 50 ON PE AND BOTroM F ASIN., C 20' .WIDE INTERN TE ` RIPRAP LEVEL SPREADER BOTTOM OF RIPRAP1EL.EV. = 46.0 \ ,--- 44/ 2 46 TH # 1\ s2 so i n v r f r 40' 0 20' 40' SCALE: 1 "=20' GREEN SITE DESIGN LLC -- FIF I 317 Main Street Norwich, ConnecticutNo. DATE REVISION 860 892-1380 Fax 860 886-9165 161 LeffingweA Road Project—No. Town of Montyft Connecticut GSD -55 Proj. Surveyor00 v RIM SELF STORAGE FACILITY Date: JULY 2020 18 Sheet No. 9 ' .. O SS`! ION A- EROSIONSION & SEDIUENT CONTROL PLAN Q C) m N 0 0 N 0 N N 00 0 W ry Ln 0 cn l7 rn tm M cu r) Ln U LL, 0 CL I.Pin (F) leaning, not used J"'_' 1\1 0O TEST HOLE DATA: T.P. 1 0-111" FILL- MIXED BROWN SANDY LOAM, GRAVEL, CRUSHED STONE, AND BOULDERS NO MOTTLES VISIBLE - FILL PERC 1: NO LEDGE TOTAL DEPTH - 24" NO WATER ONLY SOUTHERLY BUILDING WILL HAVE A SMALL OFFICE & BATHROOM x._.42 0-72" FILL- MIXED BROWN SANDY LOAM, GRAVEL, CRUSHED STONE, AND BOULDERS 72-114 COBBLES WITH SAND AND GRAVEL NO MOTTLES VISIBLE - FILL USE A 12" CONCRETE GALLERY NO LEDGE EFFECTIVE LEACHING AREA OF TRENCH = 5.9 SF/LF 10:32:30 - 29" WATER AT 61" 10:33:00 - 29.5" DEPTH TO RESTRICTIVE LAYER: >60" T 0-72" FILL- MIXED BROWN SANDY LOAM, GRAVEL, CRUSHED STONE, AND BOULDERS 72-114" COBBLES WITH SAND AND GRAVEL NO MOTTLES VISIBLE - FILL LEACHING AREA PROVIDED = 500.6 SF NO LEDGE RESERVE SYSTEM: FROM 10:31:30 TO 10:35:00 - 4.0 WATER AT 61" DROP T.P. 0-120" FILL- MIXED BROWN SANDY LOAM, GRAVEL, CRUSHED STONE, AND BOULDERS CONCRETE FOUNDATION AT 64" NO MOTTLES VISIBLE - FILL NO LEDGE WATER AT 68" 01OR , . szo_ - 00 tI 1 5x 9Py6.0 5 6. p 6.0Cm.9i 60 mDJRESERVE6 • ' 0 - , 5 .7 6 20 - 600 SF OFFICE34LFOfi2"- CONCRETE LEACHING GALLERY H- LOADING,/ BOTTOM OF GALLERY=51.75 - _ - 27 . Q 18 LF OF SCHEDUPVC40 P- i f FF=56. INSTALL 12" CAST IRON HUBLESS Pi A-888 GJ p fj INV=53.0 TF G 55. g g 6. ,, 55.6 24' b5 0 N •P • 55 0m 5 •° . Hp Q m m 745 ,, S S S S S S_ 6/` ;, 71 so 40 PC SCHEDULE 40 ASTM D1785 (TYP) UTE TO GRADE 52.0_- 35DI .25 So REACE 000< __ L E F F I M G W E L L TEST HOLE RE -DUG TO 156" ELEVATION 47.0) COBBLES AND GRAVEL, FINE SAND, BOULDERS BOTTOM 2' NO MOTTLES VISIBLE NO LEDGE NO WATER TEES.T HOLE RE -DUG TO 240" (ELEVATION 46.0) SAND AND GRAVEL, COBBLES, BOULDERS BOTTOM 2' NO MOTTLES VISIBLE NO LEDGE N0 WATER 10096 ROA D 2x2 5/8 16 GA. WIRE MESH 4" PVC ELBOW 1-1/2" rA 1-3/4'! i N 16„ NO OM I 00 r 2" 2" STANDARD D- BOX W/ELBOW T.P. 0-99" FILL- MIXED BROWN SANDY LOAM, GRAVEL, CRUSHED STONE, AND BOULDERS NO MOTTLES VISIBLE - FILL NO LEDGE N 0 WATER NOT TO SCALE 10095 00) lJ PERC TEST DATA C/118 PERC 1: LOT 16 TOTAL DEPTH - 24" PRESOAK AT 10:12 ONLY SOUTHERLY BUILDING WILL HAVE A SMALL OFFICE & BATHROOM PERCOLATION RATE: LESS THAN 10.1 MIN/IN (0.88 MIN/IN) 10:30:00 - 24" 600 SF BUILDING - 60 GPD 10:30:30 - 25" APPLICATION RATE: 1.5 GPD / SF 10:31:00 - 26.5" REQ. EFFECTIVE LEACHING AREA=(60 GPD)/(1.5 GPD/SF)= 40 SF 10:31:30 - 27.5" USE A 12" CONCRETE GALLERY lJ PERC TEST DATA DESIGN DATA PERC 1: LOT 16 TOTAL DEPTH - 24" PRIMARY SYSTEM: PRESOAK AT 10:12 ONLY SOUTHERLY BUILDING WILL HAVE A SMALL OFFICE & BATHROOM PERCOLATION RATE: LESS THAN 10.1 MIN/IN (0.88 MIN/IN) 10:30:00 - 24" 600 SF BUILDING - 60 GPD 10:30:30 - 25" APPLICATION RATE: 1.5 GPD / SF 10:31:00 - 26.5" REQ. EFFECTIVE LEACHING AREA=(60 GPD)/(1.5 GPD/SF)= 40 SF 10:31:30 - 27.5" USE A 12" CONCRETE GALLERY 10:32:00 - 28.5" EFFECTIVE LEACHING AREA OF TRENCH = 5.9 SF/LF 10:32:30 - 29" LENGTH OF TRENCH REQUIRED=(40 SF)/(5.9 SF/LF)= 7 LF 10:33:00 - 29.5" DEPTH TO RESTRICTIVE LAYER: >60" 10:33:30 - 30" SLOPE: 0.5% 10:34:00 - 30.5" MLSS DOES NOT NEED TO BE CONSIDERED 10:34:30 - 31" USE ONE ROW OF 34 LF 10:35:00 - 31.5" LEACHING AREA PROVIDED = 500.6 SF USE 10:31:30 TO 10:35:00 RESERVE SYSTEM: FROM 10:31:30 TO 10:35:00 - 4.0 USE SAME DESIGN AS PRIMARY SYSTEM DROP 3.5 MIN / 4.0 IN = 0.88 MIN/IN PERC RATE = <10.1 MIN/IN 40' 0 20' 40' SCALE: 1 "=20' GREEN SITE DESIGN LLC - i 17/31/2020 UNCAS COMMENTS 317 Main Street Norwich, Connecticut No. DATE REVISION 860 892-1380 Fax 860 886-9165 161 Leffingwell Road Project o. Town of Montvale, Connecticut GSD -55 e- Proj. Surveyor RIM G ' f SELFSTORAGE FA ILITY Date: JULY 2020 11348 a - Sheet No. w SSS/ONA\-'SEPTIC PLAN r r r t r}. ro N O 0 N 0 N I- N 00 6 LA Q w 0 0 F - v O a 3A 1 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP x 6" WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL THE BLANKET (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART. NOTE: ALL PERMANENT EROSION CONTROL BLANKETS ARE TO BE SYNTHETIC INDUSTRIES PYRAMAT" OR "LANDLOK TRM 450". ALL TEMP EROSION CONTROL BLANKETS CAN BE JUTE MESH OR EQUAL BIODEGRADABLE MATERIAL. SEE PLANS FOR LOCATIONS OF EACH TYPE TO BE USED AND FINAL DETERMINATION OF WHETHER PERMANENT OR TEMP BLANKETS SHALL BE INSTALLED WILL DEPEND ON THE NATURE AND CHARACTER OF EXPOSED SOIL 0 SLOPE SURFACE, SLOPE STABILIZATION DETAIL NOT TO SCALE SELECT FILL SELECT FILL PLACED WITHIN AND ADJACENT TO LEACHING SYSTEM AREAS SHALL BE COMPRISED OF CLEAN SAND, OR SAND AND GRAVEL, FREE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES. THE SELECT FILL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY THE DESIGN ENGINEER. SELECT FILL EXCEEDING 6% PASSING THE #200 SLEVE BASED ON A WET SIEVE TEST CANNOT BE APPROVED BY THE DESIGN ENGINEER. 1. THE SELECT FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THEN THREE (3) INCH SIEVE. 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE #4 SIEVE. NOTE: THIS IS THE GRAVEL PORTION OF THE SAMPLE. 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS STARTED. 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA. SIEVE SIZE PERCENT PASSING WET SIEVE DRY SIEVE 4 2 100 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP x 6" WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL THE BLANKET (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART. NOTE: ALL PERMANENT EROSION CONTROL BLANKETS ARE TO BE SYNTHETIC INDUSTRIES PYRAMAT" OR "LANDLOK TRM 450". ALL TEMP EROSION CONTROL BLANKETS CAN BE JUTE MESH OR EQUAL BIODEGRADABLE MATERIAL. SEE PLANS FOR LOCATIONS OF EACH TYPE TO BE USED AND FINAL DETERMINATION OF WHETHER PERMANENT OR TEMP BLANKETS SHALL BE INSTALLED WILL DEPEND ON THE NATURE AND CHARACTER OF EXPOSED SOIL 0 SLOPE SURFACE, SLOPE STABILIZATION DETAIL NOT TO SCALE SELECT FILL SELECT FILL PLACED WITHIN AND ADJACENT TO LEACHING SYSTEM AREAS SHALL BE COMPRISED OF CLEAN SAND, OR SAND AND GRAVEL, FREE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES. THE SELECT FILL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY THE DESIGN ENGINEER. SELECT FILL EXCEEDING 6% PASSING THE #200 SLEVE BASED ON A WET SIEVE TEST CANNOT BE APPROVED BY THE DESIGN ENGINEER. 1. THE SELECT FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THEN THREE (3) INCH SIEVE. 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE #4 SIEVE. NOTE: THIS IS THE GRAVEL PORTION OF THE SAMPLE. 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS STARTED. 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA. SIEVE SIZE PERCENT PASSING WET SIEVE DRY SIEVE 4 100 100 10 70-100 70-100 40 10-50 10-75 100 0-20 0-5 200 0-5 0-2.5 PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THEN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. THE SELECT FILL MUST BE TESTED AFTER PLACEMENT AND MUST HAVE A PERCOLATION RATE AT LEAST AS FAST AS THE DESIGN RATE OF LESS THAN 10 MIN/INCH SEPTIC SYSTEM NOTES: 1. A PRIOR TO THE START OF CONSTRUCTION, THE BUILDING &SYSTEM ARE TO BE STAKED BY A LICENSE SURVEYOR. A BENCHMARK MUST BE SET & NOTED ON THE PLAN PRIOR TO START OF CONSTRUCTION. 2. BENCH MARK TO BE PROVIDED IN THE AREA OF THE SYSTEM PRIOR TO CONSTRUCTION. 3. THE UTILITY TRENCHES ARE TO BE INSPECTED PRIOR TO BEING BACKFILLED. INCLUDING SEPTIC, WATER, DRAINAGE, AND ELECTRIC) 4. TEST HOLES WILL BE REQUIRED AT THE PRIMARY & RESERVE AREAS TO A DEPTH OF ELEV. 45 PRIOR TO THE ISSUANCE OF A PERMIT. 5. THE BATHROOMS ARE FOR EMPLOYEES ONLY. FILTER FABRIC IN ACCORDANCE WITH SECTION 2.19.02 OF D.O.T. FORM 816 FINISH 1' MIN. GRADE PRECAST CONCRETE 4'x8'x12" COVER LEACHING GALLERY HEAVY DUTY H-20 LOADING o 0 \ o \000 8 — o 12" o ® o CRUSHED STONE i r8,§'o 8 8p. 0008 cb TYPICAL 12" CONCRETE GALLERY TRENCH SEPTIC SYSTEM) NOT TO SCALE c0 c0 1 6LL00L 7/ 8" 1- 6 7/ 8" ol1 1-3/16» 1-3/16 3-5/8" 0 I _ 8» 4s-0» Q» 51-4" 3-5/8" PRECAST CONC. UNIT D.O.T. STANDARD) PRECAST CONC. MASONRY UNITS OR PRECAST RISERS POURED CONC. OR PRECAST SUMP ca cD co c0 I I I I O O O O TOP OF FRAME APPLIES 3-13/16" 127 —83 8pJ \12" 7-13/16. ROOF LEADER TO PROPOSED DRAINAGE SYSTEM OVERFLOW PIPE1 SPLASH BLOCK f=1 -fll . ii=Iii-lir-lil-'1=ILL=TI SII -TI I!. -T- 1 ROOF LEADER ROOF LEADER DETAIL PIPES 1-3/16» 3-13/16 PROVIDE ADS NYLOPLAST SNOUT WHERE CALLED FOR ON THE PLANS L 18" 3'-0 8» 41-4 FRONT ELEVATION SIDE ELEVATION FINAL TYPE "C -L' CATCH BASIN W/SNOUT DETAIL NOT TO SCALE LENGTH NOT GREATER THAN NOTE: 4 TIMES WIDTH OR DEPTH TANK TO BE SUITABLE FOR H-20 LOADING 8" TYP. 2 PLACES 4" INLET TYP. 3 PLACES IL I I 1 11 I co I FH-1II) J u L 1 11 LET IF- 7 IiI I 1 4" L.P. P.V.C. L TT - Li----J PIPE SEAL 4" L.P. P.V.C. PIPE SEAL TYP. 3 PLACES PLAN VIEW 24"DIA. OPENING PROVIDE MANHOLE EXTENSION RINGS COYER TO GRADE 18 6»J 20" INLET OUTLET FILTER BAFFLE DEVICE TO BE 6" WALLS 4_1• RATED FORA MIN. LIQUID OF 1,000 GPD & LEVEL CONTRACTOR TO PROVIDE MANUFACTURERS SPEC SHEET CROSS SECTION VIEW 1,000 GALLON SEPTIC TANK NOT TO SCALE SHOULDER OR PAVEMENT PAVED SURFACE IN PARKING AREA NOT TO SCALE BITUMINOUS CONCRETE PAVEMENT & LIP CURBING NOT TO SCALE 0 0 n W STEEL BOLLARD: WITH CONCRETE FILL PAINT BOLLARD: ONE COAT PRIMER - TWO COATS FINISHED ENAMEL ARCHITECT TO PICK COLOR) NOT TO SCALE LL CUTOFF: ar\YLER - SKT-YR-F-60 WALLPACK NOT TO SCALE INSTALL 4" OF 2" CRUSHED STONE INSTALL BIT. CONC. CURB ON BINDER COURSE PITCH TO DRAIN FINISH GRADE CONCRETE FOOTING UNDISTURBED SUBGRADE THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING RESERM PARKINGSPACES R7-8 THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE 3 = PARKING SPACES A' . PENALTY SIGN WITH ACC BLE 12"x8" WORDING AS REQUIRED N.T.S. BY STATE OR LOCAL LAW"_ _ VAN ACCESSIBLE PARKING SIGN 12"x9" TO INCLUDE MINIMUM FINE AMOUNT U" -CHANNEL POST (2-Lbs./ft.) z 4"PIPE BOLLARD PAINTED I v TRAFFIC YELLOW, FILLED z W/CONCRETE o iAI0 SLOPE TOP ih OF CONCRETE II GROUND/PAVING INSTALL HANDICAPPED f - PARKING SIGN (TYP.) 8' 8' TYPICAL HANDICAP VAN PARKING SPACE NOT TO SCALE IAICTAI I AIr%MTU A IC01f%AA1 nMC'cAl INSTALL 4" OF 2" CRUSHED STONE ON 6' BENCH 6' BENCH N 2:1 SLOPE NOT TO SCALE GREEN SITE DESIGN 1 8/13/20 REVIEW COMMENTS LLC -" 317 Main Street Norwich, Connecticut No. Date Revision (860) 892-1380 Fax (860) 886-9165 161 Leffingwel Road Project No. Town of Montville ConneCtW GSD -55 Ilittill + N Proj. Engineer OF E.M.B. Date: 0 SELF STORAGE FACILITY JULY 2020 Sheet No. o Ss/ON 1410— SEPTIC DETAILS i 3500 P.S.I. P.C. CONCRETE a • . 3 = A' . JT ACCESSIBLE PARKING SIGN N.T.S. VAN ACCESSIBLE PARKING SIGN NOT TO SCALE INSTALL HANDICAPPED f - PARKING SIGN (TYP.) 8' 8' TYPICAL HANDICAP VAN PARKING SPACE NOT TO SCALE IAICTAI I AIr%MTU A IC01f%AA1 nMC'cAl INSTALL 4" OF 2" CRUSHED STONE ON 6' BENCH 6' BENCH N 2:1 SLOPE NOT TO SCALE GREEN SITE DESIGN 1 8/13/20 REVIEW COMMENTS LLC -" 317 Main Street Norwich, Connecticut No. Date Revision (860) 892-1380 Fax (860) 886-9165 161 Leffingwel Road Project No. Town of Montville ConneCtW GSD -55 Ilittill + N Proj. Engineer OF E.M.B. Date: 0 SELF STORAGE FACILITY JULY 2020 Sheet No. o Ss/ON 1410— SEPTIC DETAILS Q C) N O T_ 0 N 0 N N 00 J W t.f) n V) Cn C ca ai 0 Ln Ln W 0 a i COMPACTED SUITABLE NATIVE MATERIAL PIPE D=INSIDE DIAMETER OF PIPE COMPACTED SUITABLE NATIVE MATERIAL - NOT FREE DRAINING MATERIAL EXISTING GRADE OR ROADWAY SECTION VARIES 7 TRENCH EXCAVATION PAY LIMITS 12" PRESHAPE BEDDING TO FIT PIPE CONTOUR 6" MINIMUM 12" MINIMUM OVER EARTHOVER ROCK D+2 FT. TYP. DRAINAGE TRENCH DETAIL NOT TO SCALE GRADE DETECTABLE WARNING TAPE SAND BEDDING PER M.08.01.21 OF CT DOT FORM 816. SCH-40 PVC CONDUIT NOTES: 1. ALL EXCAVATIONS MUST MEET OSHA STANDARDS. 4. CONTRACTOR TO PROVIDE COMPACTION ON ALL TRENCH BACKFILLS, EXCAVATIONS AND PAVEMENT BASES TO NOT LESS THAN 95% OF THE DRY DENSITY FOR THAT MATERIAL. 5. MAINTAIN 2" SEPARATION BETWEEN MULTIPLE CONDUIT TRENCHES CONDUIT TRENCH DETAIL NOT TO SCALE 2' MODIFIED RIPRAP LEVEL SPREADER TO BE 6" LOWER THAN TOP OF BASIN BERM MIN. LEVEL SPREADER NOT TO SCALE 1" REBAR FOR BAG REMOVAL FROM INLET c CULVERT DIAMETER MAXIMUM TRENCH WIDTH 12" 3'-0" (MIN.) 15" 3'-3" 18" 3'-6" 24" 4'-0" MODIFIED RIPRAP ism PERVIOUS FILTER FABRIC IN ACCORDANCE WITH SECTION 2.19.02 OF D.O.T. FORM 816 2 EACH DUMP STRAPS EXPANSION RESTRAINT 2- 1 S) BAG DETAIL a _ - 4 ea. a 4a a .d4 4 A 4ea ' a- a a 444 6 a • v :: DUMP STRAP INLET SEDIMENT CONTROL DEVICE DETAIL NOT TO SCALE o , o 0 0' 0 aoo 0. o a 0 - o :0 0 0 0 o 0 PAVING SECTION NOT TO SCALE 3" BIT. CONCRETE CLASS 1) IN TWO LIFTS 4" PROCESSED GRAVEL 12" GRAVEL SUBBASE STEEL BOLLARD: WITH CONCRETE FILL PAINT BOLLARD: ONE COAT PRIMER TWO COATS FINISHED ENAMEL ARCHITECT TO PICK COLOR) o PITCH TO DRAIN 1 6" 6" , i- FINISH GRADE III ':- -' - -•:- -: ___ I I :.:• .r CONCRETEIII }t. III FOOTING I=) I I UNDISTURBED II - SUBGRADE III-III-III-III-) IIIIIII-111-lII III 18" BOLLARD DETAL NOT TO SCALE Rp i pAVER Q IN1 C 4" MIN. 2" STONE FILTER FABRIC OVER STRIPPED GROUND TOPSOIL REMOVED) SILT FENCE FILTER CLOTH - EMBED FILTER CLOTH 8" MIN. INTO GROUND 1101, 800OQo N pR p,5 SHO* 1N µuM 12 CONSTRUCTION ENTRANCE NOT TO SCALE FLOW z aco t- 1" X 1" X 4' GRADE STAKE 4" HAY BALE, 2 STAKES REQUIRED EACH BALE UNDISTURBED SOIL GRADE STAKES - TWO EACH BALE (TYP.) HAY -BALE / SILT EROSION PROTECTION NOT TO SCALE CONSTRUCTION NOTES: 1. SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE WITH STAPLES, 6" ON CENTER. 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL OVERLAP BY 6" AND BE FOLDED. 3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. LL CUTOFF: imYLER - SKT-YR-F-60 WALLPACK NOT TO SCALE LIGHTING STANDARD EROSION CONTROL & SEDIMENTATION NARRATIVE 1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENT CONTROL MEASURES, THE OWNER AND CONTRACTOR SHALL MEET WITH THE TOWN OF MONTVILLE ZONING/WETLANDS OFFICE. 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO SITE DISTURBANCE AS SHOWN ON SHEET 3, ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED NECESSARY BY THE ZONING/WETLANDS OFFICER. 3. THE CONTRACTOR SHALL CONTACT THE ZONING/WETLANDS OFFICER FOR INSPECTION OF THE SEDIMENT AND EROSION CONTROL MEASURES, PRIOR TO SITE DISTURBANCE. CONSTRUCTION SHALL NOT BEGIN UNTIL SUCH TIME AS THE ZONING/WETLANDS OFFICER HAS REVIEWED AND APPROVED THE INSTALLATION OF THE SEDIMENTATION AND EROSION CONTROL MEASURES. 4. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST WEEKLY AND AFTER EVERY STORM EVENT AND REPAIR AND MAINTAIN AS NECESSARY. 5. INSTALLATION OF THE TEMPORARY SEDIMENT TRAP PRIOR TO THE START OF PHASE I CONSTRUCTION, AND SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EVERY STORM EVENT AND BE CLEANED & MAINTAINED THROUGH PHASE it AS NECESSARY. 6. CLEARING AND GRUBBING OF THE AREA TO BE GRADED. AND REMOVE ALL PADS OR STRUCTURES STORED ON THE SITE. 7. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUND ANY TEMPORARY STOCKPILE AREAS. ALL STOCKPILE AREAS ARE TO BE OUTSIDE OF THE 75' WELL RADIUS. 8. ROUGH GRADE THE SITE. 9. CONSTRUCT PHASE I BUILDINGS. 10. INSTALL BITUMINOUS PAVEMENT SURROUNDING THE PHASE I BUILDINGS 11. INSTALL LOAM & SEED SURROUNDING AND OVER THE PHASE 2 BUILDINGS UNTIL BUILT. 12. FOR ALL PHASES: TOPSOIL SHALL BE RE-APPLIED TO PROVIDE A MINIMUM DEPTH OF FOUR INCHES. 13. FOR ALL PHASES: ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION No. Date Revision IS RE-ESTABLISHED. 161 Leffingwell Road Town of Montville, Connecticut 14. FOR ALL PHASES: SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 & JUNE 1 OR AUGUST 15 & Date: JULY 2020 OCTOBER 1. R SION & SEDIMENT CONTROL DETAILS 15. THE FOLLOWING SEEDING MIXTURES SHALL BE PROVIDED ON ALL DISTURBED AREAS: KENTUCKY BLUE GRASS 20 LB's/AC CREEPING RED FESCUE 20 LB's/AC PERENNIAL RYEGRASS 5 LB's/AC 16. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED IN THE FIELD SHALL BE SOLVED ACCORDING TO CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. POLLUTION PREVENTION PLAN 1. A PORTION OF THIS SITE IS LOCATED IN THE LAKE KONOMOC DRAINAGE BASE, DUE TO THE SENSITIVE NATURE OF THE AREA, DEP MUST BE NOTIFIED IMMEDIATELY OF ANY SPILLS OR ACCIDENTAL DISCHARGE. (860) 424-3338. 2. POLLUTION PREVENTION TEAM THE OWNERS WILL BE RESPONSIBLE FOR CARRYING OUT THE PROVISIONS OF THIS PLAN. 3. SWEEPING PARKING LOTS, SIDEWALKS AND OTHER IMPERVIOUS SURFACES SHALL BE SWEPT CLEAN OF SAND AND LITTER AND ANY OTHER POLLUTANTS AT LEAST TWICE A YEAR. A. BETWEEN NOVEMBER 15 AND DECEMBER 15 (AFTER LEAF FALL) B. DURING APRIL (AFTER SNOW MELT) 4. WASHING NO WASHING VEHICLES OR EQUIPMENT. 5. MAINTENANCE AND INSPECTION A. MONTHLY INSPECTION OF STORM WATER STRUCTURES AND OUTFALLS. B. CLEAN SEDIMENT AND DEBRIS FROM STRUCTURES AND OUTFALLS ONCE A YEAR DURING APRIL. 6. SPILL OR ACCIDENTAL DISCHARGE COMPLY WITH STATE AND FEDERAL REGULATIONS TO CONTAIN AND CLEAN UP ANY SPILL OR DISCHARGE AND DISPOSE OF MATERIALS AT AN APPROVED FACILITY. CONTACT CONNECTICUT DEP OIL AND CHEMICAL SPILL RESPONSE DIVISION 860) 424-3338 IN THE EVENT A SPILL OCCURS THE FOLLOWING STEPS SHOULD BE PERFORMED AS SOON AS POSSIBLE: A. STOP THE SOURCE OF THE SPILL B. CONTAIN THE SPILL C. COVER SPILL WITH ABSORBENT MATERIAL SUCH AS KITTY LITER, SAWDUST OR OIL ABSORBENT PADS. DO NOT USE STRAW. D. DISPOSE OF ABSORBER IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. 7. DUST CONTROL DUST CONTROL OF ALL EXPOSED EARTH PRODUCTS WILL BE CONTROLLED BY SPRAYING THE SURFACE WITH WATER. 8. THE OWNERS SHALL SUBMIT A WRITTEN REPORT TO THE TOWN ANNUALLY FOR THE INSPECTIONS REQUIRED FOR THE MAINTENANCE AND INSPECTION UNDER NOTE 5. 9. BEST MANAGEMENT PRACTICES FOR FUTURE UPKEEP OF THE SITE WILL INCLUDE NON -CHEMICAL LAWN CARE & MINIMAL USE OF FERTILIZERS, DE-ICING OR WINTER OPERATIONS WITHOUT THE USE OF CALCIUM, AND NO EXTERIOR WASHING OF VEHICLES OR DISCHARGING OF INTERIOR WASH WATER. THE WASH AREA WITHIN THE BUILDING WILL HAVE A 100% RECYCLED SYSTEM WITH NO DISCHARGE. GREEN SITE DESIGN LLC - 317 Main Street Norwich, Connecticut 860) 892-1380 Fax (860) 886-9165 1 8 13 20 REVIEW COMMENTS No. Date Revision l ,, G'. i . o t4346 w ; i ,* i f'' 011111t,10 ` 161 Leffingwell Road Town of Montville, Connecticut Project No. GSD -55 Proj. Engineer E.M.B. SELF STORAGE FACILITY Date: JULY 2020 Sheet No. R SION & SEDIMENT CONTROL DETAILS