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Home My WebLink About22SITE3-622SITE 3 Final Plan Set Rev11102222 Rec128221 INCH = 1000 FEETVICINITY MAPN.T.S.LOCATION MAPMAP BLOCK LOT:TOWN OF MONTVILLEPLANNING & ZONING SUBMISSIONPROJECT MAP1 INCH = 40 FEETAPPLICANT:PREPARED BY:SHAHANI INC.53 E INDUSTRIAL RD, UNIT C1BRANFORD, CT 06405DBE | DAS | MBE | GNMSDC CERTIFIEDCIVIL | GEOTECHNICALSURVEY | ENVIRONMENTALFREEMAN COMPANIES, LLC36 JOHN STREETHARTFORD, CT 06103TEL: 860-251-9550FAX: 860-986-7161WWW.FREEMANCOS.COMELEVATE YOUR EXPECTATIONSNOVEMBER 4, 2021ISSUE DATE:DRAWING LISTTITLE SHEETDATES---C-101C-102C-103C-104C-105C-106C-201PROPERTY SURVEY/RESURVEYSITE PLANGRADING & DRAINAGE PLANEROSION & SEDIMENTATION CONTROL PLANSEPTIC PLANLANDSCAPE & LIGHTING PLANTURNING MOMENT PLANBREAKAWAY SIGN SUPPORT DETAILS058-009-00APROPERTY ADDRESS:612 NORWICH-SALEM TURNPIKE (RT 82)OAKDALE, CT 06370PROPERTY OWNER:LEEMILTS PETROLEUM INC.2 JERICHO PLAZA STE #110JERICHO, NY 11753JANUARY 17, 2022REVISION 1:JANUARY 27, 2022REVISION 2:MARCH 9, 2022REVISION 3:MAY 10, 2022REVISION 4:AUGUST 2, 2022REVISION 5:SEPTEMBER 6, 2022REVISION 6:OCTOBER 5, 2022REVISION 7:OCTOBER 18, 2022REVISION 8:OCTOBER 31, 2022REVISION 9:NOVEMBER 10, 2022REVISION 10: NO PARKIN G NEW DIESEL & KEROSENE DISPENSER ON CONC. PAD U-BOLLARD (TYP.) STOCKADE FENCE VENT RISERS AND OVERFILL ALARM PANEL HANDICAP PARKING SIGN (VAN ACCESSIBLE) ENTIRE EX. SEPTIC SYSTEM TO BE ABANDONED PER CT PUBLIC HEALTH CODE EX. VACUUM TO REMAIN EX. PROPANE TANK CONTAINMENT TO REMAIN STOCKADE FENCE 12'x23' FENCED TRASH ENCLOSURE ON CONC. PAD POSITIVE LIMITING BARRIER (TYP.) REMOVE EX. CURB & PARKING BLOCKS BIT. CONC. CURB (TYP.) REMOVE EX. STUMPS ENTIRE SITE TO BE REPAVED EX. BIT. CONC. CURB TO REMAIN (TYP.) CUT BIT. CONC. PAVEMENT (TYP.) ORANGE SAFETY FENCE CONC. PAD OVER UST REPLACE CONC. PAD IN-KIND EX. CANOPY TO REMAIN BOLLARDS (TYP.) SPACED 6' O.C. 50' WETLANDS BUFFER STOP SIGN FUEL LINES (TYP.) PAINTED PAVEMENT ARROW (TYP.) DETECTABLE WARNING TILE STOP SIGN STOP BAR STOP BAR POLE BASE WITH EXPOSED WIRES TO BE CAPPED NO-PARKING HATCH TO ALLOW MAILBOX ACCESS DO NOT ENTER SIGN STOP BAR STOP SIGN & RIGHT TURN ONLY SIGN DO NOT ENTER SIGN STOP SIGN & RIGHT TURN ONLY SIGN PROPERTY LINES SHALL BE CLEARLY DEFINED IN THE FIELD PRIOR TO ANY CLEARING OR GRADING OPERATIONS SITE PLAN C-101 LEGEND DBE | DAS | MBE | GNMSDC CERTIFIED CIVIL | GEOTECHNICAL SURVEY | ENVIRONMENTAL FREEMAN COMPANIES, LLC 36 JOHN STREET HARTFORD, CT 06106 WWW.FREEMANCOS.COM TEL:(860)251-9550 TOLL FREE:(800)604-5141 FAX:(860)986-7161 ELEVATE YOUR EXPECTATIONS LEEMILT'S PETROLEUM612 NORWICH-SALEM TURNPIKE (RT 82), OAKDALE, CT 06370DO NOT ENTER ONLY LEVEL SPREADER (1.5' x 10' x 4.1') TOP STONE = 426.1 BOTTOM STONE = 421.0 INV = 421.6 (IN-12" PVC-N) WQU-01 TF = 425.8 INV = 421.9 (IN-12" PVC-N) INV = 421.8 (OUT-12" PVC-S) BOTTOM OF UNIT = 417.3 CB-01 TYPE CL HOODED OUTLET TF = 428.1 INV IN = 424.77 (IN-15" RCP-NE) INV OUT = 424.52 (OUT-15" PVC-SE) SUMP=422.52 ABANDON EX. OUTLET PIPE 6" PVC ROOF LEADER (TYP.) ~165' - 6" PVC @ 1.8%±~8' - 12" PERF PVC @ 0% INV = 426.0± ~6' - 12" PVC @ 1.7%± ~4' - 12" PVC @ 2.5%± EX. 15" RCP TO BE REMOVED CB-102 TYPE C DBL GRATE TYPE II HOODED OUTLET TF = 426.1 INV = 422.0 (IN-EX. 15" PVC-NW) INV = 423.0 (IN-6" PVC-W) INV = 422.0 (OUT-12" PVC-S) SUMP = 418.0 50' WETLANDS BUFFER MATCH EXISTING GRADES MATCH EXISTING GRADES MATCH EXISTING GRADES MAX. 3:1 SLOPE RECONNECT EXISTING 15" RCP 429.3 429.22 429.2 429.12 HP 428.9 429.3 429.22 429.27 429.50 429.4 429.2 429.0 EX. CB TO BE REMOVED AND REPLACED ~153' - 15" PVC @ 1.65%± 429.3 CONNECT CANOPY DOWNSPOUTS TO 15" PVC GRADING & DRAINAGE PLAN C-102 LEGEND DBE | DAS | MBE | GNMSDC CERTIFIED CIVIL | GEOTECHNICAL SURVEY | ENVIRONMENTAL FREEMAN COMPANIES, LLC 36 JOHN STREET HARTFORD, CT 06106 WWW.FREEMANCOS.COM TEL:(860)251-9550 TOLL FREE:(800)604-5141 FAX:(860)986-7161 ELEVATE YOUR EXPECTATIONS LEEMILT'S PETROLEUM612 NORWICH-SALEM TURNPIKE (RT 82), OAKDALE, CT 06370425.00 COMPOST FILTER SOCK (TYP.) SILT SACK (TYP.) TEMPORARY STOCKPILE AREA, COMPOST FILTER SOCK OPENING SHALL BE ON UPHILL SIDE TREE CLEARING LIMITS EROSION CONTROL BLANKET (TYP.) 50' WETLANDS BUFFER ALL DISTURBED AREAS DUE TO SOIL TESTING SHALL BE LOAMED AND SEEDED EROSION & SEDIMENTATION CONTROL PLAN C-103 LEGEND DBE | DAS | MBE | GNMSDC CERTIFIED CIVIL | GEOTECHNICAL SURVEY | ENVIRONMENTAL FREEMAN COMPANIES, LLC 36 JOHN STREET HARTFORD, CT 06106 WWW.FREEMANCOS.COM TEL:(860)251-9550 TOLL FREE:(800)604-5141 FAX:(860)986-7161 ELEVATE YOUR EXPECTATIONS LEEMILT'S PETROLEUM612 NORWICH-SALEM TURNPIKE (RT 82), OAKDALE, CT 063701.5" X 1.5" WOODEN STAKES PLACED 10' O.C. SECTION PLAN NOTES: 1.ALL MATERIAL TO MEET SPECIFICATIONS. 2.COMPOST SOCKS FILL TO MEET APPLICATION REQUIREMENTS. 3.FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. 12" MIN COMPOST SOCK (12" TYPICAL) AREA TO BE PROTECTEDWORK AREA WORK AREA AREA TO BE PROTECTED 1.5" X 1.5" WOODEN STAKES PLACED 10' O.C. COMPOST SOCK (8" or 12" TYPICAL) WATER FLOW 1,000 GAL. SEPTIC TANK TF = 429.25 TOP OF TANK = 428.74 INV = 427.74 (IN-4" PVC-E) INV = 427.49 (OUT-4" PVC-W) BOT OF TANK = 423.16 ~19' - 4" PVC ASTM D-1785 SCH 40 S=2.08% VERIFY IN FIELD PRIOR TO CONSTR. INV = 428.14± DIST. BOX INV.(IN)=427.17 INV.(OUT)=427.17 HIGH LEVEL OVERFLOW INV.=427.39 LEACHING FIELD: 48 LF (TOTAL) 12"x48" CONCRETE GALLERIES ROW #1: 40 LF FINISH GRADE = 427.17 TOP OF UNIT = 426.67 BOTTOM OF UNIT = 425.67 ROW #2: 8 LF FINISH GRADE = 428.17 TOP OF UNIT = 427.67 BOTTOM OF UNIT = 426.67 50' WETLANDS BUFFER EX. WELL 75' WELL RADIUS DIST. BOX INV.(IN)=426.17 INV.(OUT)=426.17 ~7' - 4" PVC ASTM D-3034 SDR-35 ~32' - 4" PVC ASTM D-3034 SDR-35 S=1.0% SEPTIC PLAN C-104 LEGEND DBE | DAS | MBE | GNMSDC CERTIFIED CIVIL | GEOTECHNICAL SURVEY | ENVIRONMENTAL FREEMAN COMPANIES, LLC 36 JOHN STREET HARTFORD, CT 06106 WWW.FREEMANCOS.COM TEL:(860)251-9550 TOLL FREE:(800)604-5141 FAX:(860)986-7161 ELEVATE YOUR EXPECTATIONS LEEMILT'S PETROLEUM612 NORWICH-SALEM TURNPIKE (RT 82), OAKDALE, CT 06370 SITE LIGHT EXISTING SITE LIGHT TO REMAIN EXISTING SITE LIGHT TO REMAINSITE LIGHT SITE LIGHT PROPOSED MONUMENT PRODUCT SIGN LANDSCAPE & LIGHTING PLAN C-105 LEGEND DBE | DAS | MBE | GNMSDC CERTIFIED CIVIL | GEOTECHNICAL SURVEY | ENVIRONMENTAL FREEMAN COMPANIES, LLC 36 JOHN STREET HARTFORD, CT 06106 WWW.FREEMANCOS.COM TEL:(860)251-9550 TOLL FREE:(800)604-5141 FAX:(860)986-7161 ELEVATE YOUR EXPECTATIONS LEEMILT'S PETROLEUM612 NORWICH-SALEM TURNPIKE (RT 82), OAKDALE, CT 06370STEEL SQUARE POLES DIMENSIONS SQN –N= 2-3/8" (60mm) O.D. x 4-3/4" (121mm) Tenon SQB3, SQB5 –Bolt-On Mount2-Bolt Pattern POLE SHAFT - Pole shaft is electro-welded ASTM-A500 Grade C steel tubing with a minimum yield strength of 50,000 psi. On Tenon Mount steel poles, tenon is 2-3/8” O.D. high-strength pipe. Tenon is 4-3/4” in length. Straight poles are 4”, 5”, and 6” square. HAND-HOLE - Standard hand-hole location is 12” above pole base. Poles 22’ and above have a 3” x 6” reinforced hand-hole. Shorter poles have a 2” x 4” non-reinforced hand-hole. BASE - Pole base is ASTM-A36 hot-rolled steel plate with a minimum yield strength of 36,000 psi. Two-piece square base cover is optional. 14'-39'(4.3m - 11.9m) SQI –No Mounting Holes Hand-hole 12" Optional Base Cover (305mm) Standard SF –Single FloodPole Preparation Projection (4) Anchor Bolts Foundation By Other ANCHOR BOLTS - Poles are furnished with anchor bolts featuring zinc-plated double nuts and washers. Galvanized anchor bolts are optional. Anchor bolts conform to ASTM F 1554-07a Grade 55 with a minimum yield strength of 55,000 psi. GROUND LUG - Ground lug is standard. DUPLEX RECEPTACLE - Weatherproof duplex receptacle is optional. GROUND FAULT CIRCUIT INTERRUPTER - Self-testing ground fault circuit interrupter is optional. FINISHES - Each pole is finished with DuraGrip®, LSI’s baked-on polyester-powder finishing process which electrostatically applies and fuses a polyester powder to the pole. Provides an extremely smooth and uniform finish to withstand extreme weather changes without cracking or peeling, and features a five-year limited warranty. Optional DuraGrip® Plus features the added protection of a 3.0 to 5.0 mil thickness of polyester- powder finish plus an inner coating, as well as a seven-year limited warranty. DRILLING LOCATIONSSide “C” Side “D”Side “B” Sides Hand-hole Single D180° D90° T90° TN120°* Q90° Single FBO Double FBO Side “A” (Hand-hole Side) A X X B X X X X X X X X X *Other two locations will be 120° to the left and right of Side A. Note: Standard SF and DF pole preparations are located 3/4 of the height of the pole from the base, unless otherwise specified. X C D X X X X X TURNING MOMENT PLAN C-106 LEGEND DBE | DAS | MBE | GNMSDC CERTIFIED CIVIL | GEOTECHNICAL SURVEY | ENVIRONMENTAL FREEMAN COMPANIES, LLC 36 JOHN STREET HARTFORD, CT 06106 WWW.FREEMANCOS.COM TEL:(860)251-9550 TOLL FREE:(800)604-5141 FAX:(860)986-7161 ELEVATE YOUR EXPECTATIONS LEEMILT'S PETROLEUM612 NORWICH-SALEM TURNPIKE (RT 82), OAKDALE, CT 06370 BREAKAWAY SIGN SUPPORT DETAILS C-201 DBE | DAS | MBE | GNMSDC CERTIFIED CIVIL | GEOTECHNICAL SURVEY | ENVIRONMENTAL FREEMAN COMPANIES, LLC 36 JOHN STREET HARTFORD, CT 06106 WWW.FREEMANCOS.COM TEL:(860)251-9550 TOLL FREE:(800)604-5141 FAX:(860)986-7161 ELEVATE YOUR EXPECTATIONS LEEMILT'S PETROLEUM612 NORWICH-SALEM TURNPIKE (RT 82), OAKDALE, CT 06370