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HomeMy WebLinkAbout22SITE5 Gateway SitePlan REVDSigned 220928Drawing Index Site Location Map Scale: 1" = 1000' ©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Site Operations/Development Plan Prepared For GATEWAY MONTVILLE, LLC 125 Depot Rd (M/B/L 071-007-000), 131 Depot Rd (M/B/L 071-013-000), 133 Depot Rd (M/B/L 071-001-000) and 55 Dock Rd (M/B/L 071-008-000) Uncasville, Connecticut May 2022 Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Grading and Stormwater - 9/28/22 Sheet No.Sheet Title 1 Cover Sheet 2 Overall Key Map 3 Improvement Location & Topographic Survey - North 4 Improvement Location & Topographic Survey - South 5 Improvement Location & Topographic Survey - 55 Dock Road 6 Site Preparation/Erosion & Sediment Control Plan - North 7 Site Preparation/Erosion & Sediment Control Plan - South 8 Phase 1 Site Operations/Development Plan - North 9 Phase 1 Site Operations/Development Plan - South 10 Phase 1 Grading and Stormwater Plan - North 11 Phase 1 Grading and Stormwater Plan - South 12 Phase 2A/2B Site Operations/Development Plan - North 13 Phase 2B/2C Site Operations/Development Plan - South 14 Phase 2A/2B Grading and Stormwater Plan - North 15 Phase 2B/2C Grading and Stormwater Plan - South 16 Utility Improvements Plan 17 Proposed Access Driveway Plan & Profile 18 55 Dock Road Site Plan 19 Stormwater Pollution Prevention Notes 20 Stormwater Pollution Prevention Notes and Details 21 Notes and Details - 1 22 Notes and Details - 2 23 Adjacent Properties List, Zoning Map and Overall Aerial Figure 24 Site Lighting Plan Applicant: Gateway Montville, LLC400 Waterfront StreetNew Haven, CT 06512 Property Information: Address:133 Depot RoadMontville Assessor's ID: 071-001-000Area: 6.23± Ac.Zoning:IndustrialVolume/Page: 657/1163 Address:131 Depot RoadMontville Assessor's ID: 071-013-000Area: 1.10± Ac.Zoning:IndustrialVolume/Page: 657/1163 Owner: Uncasville, LLC1515 Des Peres RoadSaint Louis, MO 63131 Address:125 Depot RoadMontville Assessor's ID: 071-007-000Area: 11.92± Ac. Zoning:Industrial Volume/Page: 657/1163 Address:55 Dock RoadMontville Assessor's ID: 071-008-000Area: 2.51± Ac. Zoning:Industrial Volume/Page: 657/1163 Note: Plan Set Signatures For Sheets 1-24 Planning and Zoning Commission Conditions of Approval - 7/12/22: 1. Final plan shall be revised as follows: a. All sheets as needed - New street number “131” assigned by the Tax Assessor 7/12/22 for Depot Road (MBL 071-013-000). b. Sheet 2 & as needed – proposed retaining wall at 55 Dock Road shall be part of Phase 1 construction. 2. Any future activity at the site shall require new review and approval by the Planning & Zoning Commission. 3. Existing pier to be utilized for marine vessels. 4. Proposed work on New England Central Railroad property (train tracks) shall be part of this approval. 5. Truck traffic for the entire operation shall be limited to Depot Road only. Signage shall be posted on site and in the Town Right of Way as directed by the Montville Local Traffic Authority (LTA), the cost of which signage shall be paid by the Applicant. 6. The use of the “guard shack” by the Applicant shall be at the direction of the Town Attorney & any required documents shall be in place prior to said use. 7. The project shall comply with all required local, state and/or federal agencies permitting requirements. 8. All drainage structures proposed for the project shall be constructed and maintained post construction in accordance with the approved Plan. 9. An approved zoning permit is required prior to the start of any work. 10. Prior to issuance of a zoning permit to start work, the following shall be completed: a. Soil erosion & sediment control bonds shall be posted as approved for each Phase (West of railroad - $61,323.11. East of railroad - $126,115.57) in a form acceptable to the Finance Director. b. Final revised plan sets, along with a digital copy of the final plan, shall be submitted to the Planning Dept. & shall be signed and sealed by P.E. & L.S. 11. A separate application shall be submitted for any future site signage not shown on plan. 12. The ZEO must be contacted, a pre-construction meeting shall be held, and soil erosion & sediment controls shall be installed & inspected by the ZEO at least 24- hours prior to start of work. 13. After work has started, any substantive changes to the approved site plan require the Planning Director and/or the Planning & Zoning Commission. GRAPHIC SCALE Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 "O v e r a l l K e y M a p " 2 1" = 80' DEPOT ROAD DOCK RO A D TH A M E S R I V E R RAI L R O A D 133 DEPOT ROAD 125 DEPOT ROAD SHEET 3SHEET 6SHEET 8SHEET 10SHEET 12SHEET 14SHEET 16 SHEET 4SHEET 7SHEET 9SHEET 11SHEET 13SHEET 15 55 DOCK ROAD SEE SHEET 5 FOR 55 DOCK ROAD SURVEYAND SHEET 18 FOR 55 DOCK ROAD SITE PLAN PHASE 1 PHASE 1 PH A S E 1 PHASE 2A4.9± ACRES PHASE 2C4.2± ACRES PHASE 2B2.3± ACRES NORTH SOUTH SEE SHEET 17 FORDRIVEWAY PLAN & PROFILE PROJECT DESCRIPTION: PHASE 1CONSTRUCT NEW ACCESS DRIVEWAY AND SALTSTORAGE PAD ON 133 DEPOT ROAD. IMPROVEACCESS TO PIER AND INSTALL CONVEYORS FOROFF-LOADING BARGE. STORMWATERMANAGEMENT IMPROVEMENTS ALONG SEA WALL.INSTALL RETAINING WALL AT 55 DOCK ROAD. PHASE 2APLACE 23,700± CUBIC YARDS OF FILL FOR FUTURERAIL SIDINGS ON 4.9± ACRE AREA OF 125 DEPOTROAD. CONSTRUCT NEW ACCESS DRIVEWAY ON125 DEPOT ROAD AND INSTALL STORMWATERMANAGEMENT IMPROVEMENTS TO COLLECT ANDTREAT RUNOFF PRIOR TO DISCHARGE. PHASE 2BPLACE 6,500± CUBIC YARDS OF FILL FOR FUTUREMATERIAL STOCKPILE AREA ON 2.3± ACRE AREA OF125 DEPOT ROAD. CONSTRUCT NEW ACCESSDRIVEWAY ON 125 DEPOT ROAD AND INSTALLSTORMWATER MANAGEMENT IMPROVEMENTS TOCOLLECT AND TREAT RUNOFF PRIOR TODISCHARGE. PHASE 2CPLACE 36,600± CUBIC YARDS OF FILL FOR FUTUREMATERIAL STOCKPILE AREA ON 4.2± ACRE AREA OF125 DEPOT ROAD. CONSTRUCT NEW ACCESSDRIVEWAY ON 125 DEPOT ROAD AND INSTALLSTORMWATER MANAGEMENT IMPROVEMENTS TOCOLLECT AND TREAT RUNOFF PRIOR TODISCHARGE. 55 DOCK ROADINSTALL RETAINING WALL DURING PHASE 1 ANDSECURITY FENCE AS REQUIRED. 131 DEPOT ROAD               Depot Road Tha m e s R i v e r N/FComstock Cemetery N/FComstockCemetery N/FCentral Vermont(Genesee & WyomingRail Road Services) BENCHMARK BENCHMARK Tha m e s R i v e r Tha m e s R i v e r Line Table Curve Table GRAPHIC SCALE Match Line "A" (See Sheet 4) Ma t c h L i n e " B " ( S e e T h i s S h e e t ) Ma t c h L i n e " B " ( S e e T h i s S h e e t ) Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "I m p r o v e m e n t L o c a t i o n & T o p o g r a p h i c S u r v e y - N o r t h " 3 Note: See Sheet 4 for Notes, Legend & Abbreviations Subject Property 133 Depot Road (MBL 071-001-000) Area: 271,501± SF 6.23± Acres Subject Property 125 Depot Road (MBL 071-007-000)Area: 519,018± SF 11.92± Acres Subject Property 131 Depot Road (MBL 071-013-000)Area: 48,022± SF 1.10± Acres Match Line "A" (See Sheet 4)       Dock Road Tha m e s R i v e r N/FUncasville, LLC Volume 657, Page 1163 N/FFrederick H. Perkins & Elenor M. Perkins Volume 337, Page 241 N/F Comstock Cemetery N/FCentral Vermont (Genesee & Wyoming Rail Road Services) Central Vermont (Genesee & Wyoming Rail Road Services) N/F Kurt E. Eichelberg &Sandra J. Eichelberg Volume 560, Page 999  BENCHMARK Line Table Curve Table GRAPHIC SCALE Match Line "A" (See Sheet 3) LEGEND & ABBREVIATIONS BL  Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "I m p r o v e m e n t L o c a t i o n & T o p o g r a p h i c S u r v e y - S o u t h " 4 REFERENCE MAPS SURVEY NOTES See S h e e t 5 F o r Conti n u a t i o n o f S u r v e y Subject Property 133 Depot Road (MBL 071-001-000) Area: 271,501± SF 6.23± Acres Subject Property 125 Depot Road (MBL 071-007-000) Area: 519,018± SF 11.92± Acres Match Line "A" (See Sheet 3)    Dock Road N/FUncasville, LLC Volume 657, Page 1163 N/FFrederick H. Perkins& Elenor M. Perkins Volume 337, Page 241 N/FWaterfront Realty Inc Volume 237, Page 531 N/FCentral Vermont(Genesee & WyomingRail Road Services) N/F Kurt E. Eichelberg & Sandra J. Eichelberg Volume 560, Page 999 N/FKrista M. Strazza Volume 561, Page 856 Tha m e s R i v e r  GRAPHIC SCALE Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "I m p r o v e m e n t L o c a t i o n & T o p o g r a p h i c S u r v e y - 5 5 D o c k R o a d " 5 See S h e e t 4 F o r Con t i n u a t i o n o f S u r v e y Subject Property 55 Dock Road (MBL 071-008-000) Area: 109,190± SF 2.51± Acres Note: See Sheet 4 for Notes, Legend & Abbreviations Tha m e s R i v e r Tha m e s R i v e r               Depot Road Tha m e s R i v e r XXX GRAPHIC SCALE Match Line "A" (See Sheet 7) Ma t c h L i n e " B " ( S e e T h i s S h e e t ) Ma t c h L i n e " B " (S e e T h i s S h e e t ) Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "S i t e P r e p a r a t i o n / E & S C o n t r o l P l a n - N o r t h " 6 DEMOLITION NOTES: Match Line "A" (See Sheet 7)       Dock Road Tha m e s R i v e r  GRAPHIC SCALE Match Line "A" (See Sheet 6) Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "S i t e P r e p a r a t i o n / E & S C o n t r o l P l a n - S o u t h " 7 Match Line "A" (See Sheet 6)               Depot Road Tha m e s R i v e r N/FComstock Cemetery N/FComstockCemetery N/FCentral Vermont(Genesee & WyomingRail Road Services) GRAPHIC SCALE Match Line "A" (See Sheet 9) Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "P h a s e 1 S i t e O p e r a t i o n s / D e v e l o p m e n t P l a n - N o r t h " 8 OPERATIONS NOTE: ALL TRUCK TRAFFIC SHALLACCESS THE SITE BY DEPOT ROAD. Match Line "A" (See Sheet 9)       Dock Road Tha m e s R i v e r N/FUncasville, LLC Volume 657, Page 1163 N/FFrederick H. Perkins & Elenor M. Perkins Volume 337, Page 241 N/F Comstock Cemetery N/FCentral Vermont (Genesee & Wyoming Rail Road Services) Central Vermont (Genesee & WyomingRail Road Services) N/F Kurt E. Eichelberg &Sandra J. Eichelberg Volume 560, Page 999  GRAPHIC SCALE Match Line "A" (See Sheet 8) Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "P h a s e 1 S i t e O p e r a t i o n s / D e v e l o p m e n t P l a n - S o u t h " 9 OPERATIONS NOTE: ALL TRUCK TRAFFIC SHALLACCESS THE SITE BY DEPOT ROAD. Match Line "A" (See Sheet 8)               Depot Road Tha m e s R i v e r N/FComstock Cemetery N/F ComstockCemetery N/FCentral Vermont (Genesee & Wyoming Rail Road Services) Tha m e s R i v e r GRAPHIC SCALE Match Line "A" (See Sheet 11) Ma t c h L i n e " B " ( S e e T h i s S h e e t ) Ma t c h L i n e " B " ( S e e T h i s S h e e t ) Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "P h a s e 1 G r a d i n g a n d S t o r m w a t e r P l a n - N o r t h " 10 GRADING NOTES STORMWATER SYSTEMOPERATION AND MAINTENANCE Match Line "A" (See Sheet 11)       Dock Road Tha m e s R i v e r N/FUncasville, LLC Volume 657, Page 1163 N/FFrederick H. Perkins & Elenor M. Perkins Volume 337, Page 241 N/F Comstock Cemetery N/FCentral Vermont (Genesee & Wyoming Rail Road Services) Central Vermont (Genesee & WyomingRail Road Services) N/F Kurt E. Eichelberg &Sandra J. Eichelberg Volume 560, Page 999  BENCHMARK GRAPHIC SCALE Match Line "A" (See Sheet 10) Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "P h a s e 1 G r a d i n g a n d S t o r m w a t e r P l a n - S o u t h " 11 Match Line "A" (See Sheet 10)               Depot Road Tha m e s R i v e r N/FComstock Cemetery N/FComstockCemetery N/FCentral Vermont(Genesee & WyomingRail Road Services) BENCHMARK BENCHMARK PH A S E 2 B PHA S E 2 B PH A S E 2 A PHA S E 2 A PHA S E 2 A PHA S E 2 C Tha m e s R i v e r Tha m e s R i v e r GRAPHIC SCALE Match Line "A" (See Sheet 13) Ma t c h L i n e " B " ( S e e T h i s S h e e t ) Ma t c h L i n e " B " ( S e e T h i s S h e e t ) Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "P h a s e 2 A / 2 B S i t e O p e r a t i o n s / D e v e l o p m e n t P l a n - N o r t h " 12 Match Line "A" (See Sheet 13) OPERATIONS NOTE: ALL TRUCK TRAFFIC SHALLACCESS THE SITE BY DEPOT ROAD.       Dock Road Tha m e s R i v e r N/FUncasville, LLC Volume 657, Page 1163 N/FFrederick H. Perkins & Elenor M. Perkins Volume 337, Page 241 N/F Comstock Cemetery N/FCentral Vermont (Genesee & Wyoming Rail Road Services) Central Vermont (Genesee & WyomingRail Road Services) N/F Kurt E. Eichelberg &Sandra J. Eichelberg Volume 560, Page 999  BENCHMARK PHA S E 2 A PHA S E 2 A PHA S E 2 C PHA S E 2 C GRAPHIC SCALE Match Line "A" (See Sheet 12) Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "P h a s e 2 B / 2 C S i t e O p e r a t i o n s / D e v e l o p m e n t P l a n - S o u t h " 13 OPERATIONS NOTE: ALL TRUCK TRAFFIC SHALLACCESS THE SITE BY DEPOT ROAD. Match Line "A" (See Sheet 12)               Depot Road Tha m e s R i v e r N/FComstock Cemetery N/FComstockCemetery N/F Central Vermont(Genesee & WyomingRail Road Services) PH A S E 2 B PHA S E 2 B PHA S E 2 A PHA S E 2 A PHA S E 2 A PH A S E 2 C Tha m e s R i v e r GRAPHIC SCALE Match Line "A" (See Sheet 15) Ma t c h L i n e " B " ( S e e T h i s S h e e t ) Ma t c h L i n e " B " ( S e e T h i s S h e e t ) Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "P h a s e 2 A / 2 B G r a d i n g a n d S t o r m w a t e r P l a n - N o r t h " 14 GRADING NOTES STORMWATER SYSTEMOPERATION AND MAINTENANCE       Dock Road Tha m e s R i v e r N/FUncasville, LLC Volume 657, Page 1163 N/FFrederick H. Perkins & Elenor M. Perkins Volume 337, Page 241 N/F Comstock Cemetery N/FCentral Vermont (Genesee & Wyoming Rail Road Services) Central Vermont (Genesee & WyomingRail Road Services) N/F Kurt E. Eichelberg &Sandra J. Eichelberg Volume 560, Page 999  PHA S E 2 A PHA S E 2 A PHA S E 2 C PHA S E 2 C GRAPHIC SCALE Match Line "A" (See Sheet 14) Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "P h a s e 2 B / 2 C G r a d i n g a n d S t o r m w a t e r P l a n - S o u t h " 15 Match Line "A" (See Sheet 14) DRAIN PIPE AND BERM DETAIL NOT TO SCALE                Depot Road Tha m e s R i v e r N/F Comstock Cemetery N/FCentral Vermont(Genesee & Wyoming Rail Road Services) N/F ComstockCemetery N/FCentral Vermont (Genesee & Wyoming Rail Road Services) BENCHMARK BENCHMARK GRAPHIC SCALE Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 As Noted "U t i l i t y I m p r o v e m e n t s P l a n " 16              Depot Road N/F Comstock Cemetery N/FCentral Vermont (Genesee & Wyoming Rail Road Services) N/FComstockCemetery Δ Δ Δ Δ Profile - Driveway GRAPHIC SCALE Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 40' "P r o p o s e d A c c e s s D r i v e w a y P l a n & P r o f i l e " 17       Dock Road N/F Uncasville, LLC Volume 657, Page 1163 N/F Waterfront Realty Inc Volume 237, Page 531 N/FCentral Vermont(Genesee & WyomingRail Road Services) N/FKurt E. Eichelberg &Sandra J. Eichelberg Volume 560, Page 999 N/FKrista M. Strazza Volume 561, Page 856 Tha m e s R i v e r   GRAPHIC SCALE Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D S I T E P L A N C O N S T R U C T I O N D R A W I N G . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 20' "5 5 D o c k R o a d S i t e P l a n " 18 CONCRETE BLOCK RETAINING WALL DETAIL NOT TO SCALE Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D N O T E S A N D D E T A I L S . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 As Noted "S t o r m w a t e r P o l l u t i o n P r e v e n t i o n N o t e s " 19 REFERENCE IS MADE TO: NARRATIVE: · · · · DEVELOPMENT SCHEDULE: ESTABLISH STABILIZED CONSTRUCTION EXIT: RETAIN SEDIMENT ON-SITE AND CONTROL DEWATERING PRACTICES: ” STORM DRAIN PROTECTION: SLOPE PROTECTION: GENERAL NOTES: EROSION CONTROL OPERATION & MAINTENANCE: EROSION CONTROL BEST MANAGEMENT PRACTICES: . Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D N O T E S A N D D E T A I L S . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 As Noted "S t o r m w a t e r P o l l u t i o n P r e v e n t i o n N o t e s a n d D e t a i l s " 20 SOIL STABILIZATION: FINAL STABILIZATION: GOOD HOUSEKEEPING BEST MANAGEMENT PRACTICES (BMP'S): SPILL PREVENTATION AND CONTROL PLAN: REFERENCE IS MADE TO: REQUIRED CT DEEP BEST MANAGEMENT PRACTICES REQUIRED FOR BULK SALTSTORAGE AREAS: ANTI-TRACKING PAD NOT TO SCALE TYPICAL PUMP SETTLING BASIN DETAIL NOT TO SCALE TYPICAL PUMP INTAKE DETAIL NOT TO SCALE SECTION B-B SECTION A-A PLAN GEOTEXTILE DEWATERING BAG NOT TO SCALE PROFILE VIEWPLAN VIEW STRAW BALE CHECK DAM NOT TO SCALE EROSION CONTROL BLANKET DETAIL NOT TO SCALE COMPOST FILTER TUBE DETAIL NOT TO SCALE CATCH BASIN INLET PROTECTION NOT TO SCALE SEDIMENT FENCE DETAIL NOT TO SCALE Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D N O T E S A N D D E T A I L S . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 As Noted "N o t e s a n d D e t a i l s - 1 " 21 REVERSE SLOPE BENCH DETAIL NOT TO SCALE TYPICAL RIPRAP SECTION NOT TO SCALE MODIFIED RIP RAP SWALE DETAIL NOT TO SCALE BITUMINOUS CONCRETE PAVEMENT DETAIL NOT TO SCALE TRAFFIC BOUND GRAVELSURFACE DETAIL NOT TO SCALE BITUMINOUS CONCRETE LIP CURB DETAIL NOT TO SCALE ELECTRIC DUCT BANK DETAIL NOT TO SCALE TREE PLANTING DETAIL STONE SLOPE STABILIZATION DETAIL NOT TO SCALE CHAIN LINK FENCE DETAIL NOT TO SCALE 6' HIGH SWING GATE DETAIL NOT TO SCALE RAIL YARD CROSS SECTION NOT TO SCALE PLAN VIEW B-B N.T.S. ELEVATION A-A N.T.S. FLOW FLOW FRAME AND COVER (DIAMETER VARIES)N.T.S. TYPE "C", "C-L" OR "C-G" CATCH BASIN NOT TO SCALE FRONT VIEW SIDE VIEW SNOUT OIL-WATER DEBRIS SEPERATOR DETAIL A DETAIL B CATCH BASIN HOODED OUTLET NOT TO SCALE DOUBLE CATCH BASIN TYPE II DETAIL NOT TO SCALE CONTECH CDS HYDRODYNAMIC SEPARATOR DETAIL NOT TO SCALE PRECAST CONCRETE STORM DRAIN MANHOLE DETAIL NOT TO SCALE Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D N O T E S A N D D E T A I L S . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 As Noted "N o t e s a n d D e t a i l s - 2 " 22PERMANENT TRENCH PAVEMENT REPAIR DETAIL NOT TO SCALE TEMPORARY TRENCH PAVEMENT REPAIR DETAIL NOT TO SCALE STORM DRAIN TRENCH DETAIL NOT TO SCALE Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D N O T E S A N D D E T A I L S . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 As Noted "A d j a c e n t P r o p e r t i e s L i s t , Z o n i n g M a p a n d O v e r a l l A e r i a l F i g u r e " 23 1 2 3 4 5 7 89 10 11 14 12 13 15 6 Zoning Map Scale: 1" = 200'± Depot Road Dock Road Pe t e r A v e n u e Ra i l r o a d Ra i l r o a d Th a m e s R i v e r Overall Aerial Figure Scale: 1" = 100' 133 Depot Road (MBL 071-001-000) 125 Depot Road (MBL 071-007-000) 131 Depot Road (MBL 071-013-000) 55 Dock Road (MBL 071-008-000) Depot Road Dock Road Rai l r o a d Th a m e s R i v e r LIMITS OF FEMA SPECIAL FLOODHAZARD AREA (ZONE AE - ELEV. 11) LIMITS OF FEMA SPECIAL FLOODHAZARD AREA (ZONE AE - ELEV. 11) LIMITS OF FEMA SPECIAL FLOODHAZARD AREA (ZONE AE - ELEV. 11)         Depot Road Dock Road Tha m e s R i v e r Tha m e s R i v e r Tha m e s R i v e r Revisions SHEET NO. Si t e O p e r a t i o n s / D e v e l o p m e n t P l a n P r e p a r e d f o r Ga t e w a y M o n t v i l l e , L L C 12 5 D e p o t R d ( M / B / L 0 7 1 - 0 0 7 - 0 0 0 ) , 13 1 D e p o t R d ( M / B / L 0 7 1 - 0 1 3 - 0 0 0 ) , 1 3 3 D e p o t R d (M / B / L 0 7 1 - 0 0 1 - 0 0 0 ) a n d 5 5 D o c k R d ( M / B / L 0 7 1 - 0 0 8 - 0 0 0 ) - U n c a s v i l l e , C o n n e c t i c u t May 2022 JOB I.D. NO. \\ 1 9 2 . 1 6 8 . 2 . 3 \ P R O J E C T S \ C I V I L 3 D P R O J E C T S \ 2 0 2 2 \ 2 2 - 3 1 4 0 G A T E W A Y T E R M I N A L \ D W G \ D E S I G N \ D E P O T R O A D N O T E S A N D D E T A I L S . D W G 22-3140 DATE: SCALE: 24©2022 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLYPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BEDUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATIONOR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Rev. A - Per Town Staff Review - 6/28/22 Rev. B - Per Town Staff Review - 7/7/22 Rev. C - Per Conditions of Approval - 7/13/22 Rev. D - Modified Gradingand Stormwater - 9/28/22 1" = 60' "S i t e L i g h t i n g P l a n " 24 GRAPHIC SCALE