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HomeMy WebLinkAboutRevised Civil Engineering Site Plan Recvd 11/21/22 r a NOVEMBER 21 , 2022 REFERENCES Q APPLICANT: oSHEET INDEX yoo 0 ���P` m 81 MATTITUCSTREEK DEVELOPMENT, LLC yr�,Q L�PpyE r s C 0.0 COVER DOBS FERRY, NY 10522 �P�P z NEW SUFFOLK AVE ti C 1.0 NOTES AND LEGENDS BOUNDARY AND TOPOGRAPHIC SURVEY: ���G�aPJ ��s o� � S� rn m �� C 2.1 EXISTING CONDITIONS AND DEMOLITION PLAN (EAST) NATHAN TAFT CORWIN III �o A 8 ro m C 2.2 EXISTING CONDITIONS AND DEMOLITION PLAN (WEST) 1586 MAIN ROAD y Aa Matti*tuck 1VIar"ratooka a oC 3.1 EROSION AND SEDIMENT CONTROL - PHASE 1 OF 2 (EAST) JAMESPORT, NEW YORK 11947 ��'''~ �`�� ° ° " z C 3.2 EROSION AND SEDIMENT CONTROL - PHASE 1 OF 2 (WEST) .� a Pond TEL: (631) 727-2090 �� �' C 3.3 EROSION AND SEDIMENT CONTROL - PHASE 2 OF 2 (EAST) CIVIL/SITE ENGINEER: v HAYDUK ENGINEERING, LLC SOUND AVE V BUNcq�o C 3.4 EROSION AND SEDIMENT CONTROL - PHASE 2 OF 2 (WEST) 31 1010 ROUTE 112, SUITE 200 ��� Mattituck "�, "� �� C 4.1 ALIGNMENT AND MATERIALS PLAN (EAST) PORT JEFFERSON STATION, NY 11776 . rz Airport qo C 4.2 ALIGNMENT AND MATERIALS PLAN (WEST) TEL: (631) 476-0600 `9G�F �M meq... pyE A Marratooka C 5.1 PARKING AND SIGNAGE PLAN (EAST) UTILITIES ` �- �° ti PARK Point C 5.2 PARKING AND SIGNAGE PLAN (WEST) A - �� �� C 5.3 VEHICLE TURNING SIMULATIONS P r" WA �° C 6.1 GRADING AND DRAINAGE PLAN (EAST) SUFFOLK K COUNTY WATER AUTHORITY ry t.4v�,�� 41 _� ���y �, '`� 4060 SUNRISE HIGHWAY C 6.2 GRADING AND DRAINAGE PLAN (WEST) OKADALE, NY 11769 �-� �_ �s�� `� C 6.3 DRAINAGE STRUCTURE SCHEDULE TEL: (631) 589-5200 oa �o ai C 6.4 EARTHWORK ANALYSIS (EAST) SEWER �d�� 25 C 6.5 EARTHWORK ANALYSIS (WEST) ON-SITE / PRIVATE y Oil& Laurel Lake -�- -. C 7.2 UTILITY PLAN (WEST) C 7.1 UTILITY PLAN ) NATIONAL GRID GAS AL�BD OR C 7.3 SANITARY PROFILES 1650 ISLIP AVENUE -. ' Q C 8.1 LIGHTING PLAN (EAST) BRENTWOOD, 93 11717 503 C 8.2 LIGHTING PLAN WEST TEL: 1(800)-930-5033 �,�� l (WEST) ELECTRQ PROJECT C 9.1 LANDSCAPING PLAN (EAST) PSEON ISLAND v o '', LOCATION C 9.2 LANDSCAPING PLAN (WEST) 1650 ISLIP WOO AVENUE Laurel C 10.1 DETAILS _ SEWER AND WATER BRENTWOOD, 49 -002 �� �r C 10.2 DETAILS SEWER AND WATER TEL: 1(800)-490-0025 0 C 10.3 DETAILS - DRAINAGE GOVERNING AGENCIES Qac. C 10.4 DETAILS - MISC UTILITY C 10.5 DETAILS - SITE TOWN OF SOUTHOLD 53095 ROUTE �� �- C 10.6 DETAILS - SITE PO BOX 1179 yeti �� �, C 10.7 DETAILS - EROSION AND SEDIMENT CONTROL SOUTHOLD, NY 1179 �'o ate ' C 10.8 DETAILS - PAVEMENT MARKINGS AND SIGNAGE TEL: (631) 765-1800 C 10.9 DETAILS - PLANTING l SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WASTEWATER MANAGEMENT 360 YAPHANK AVENUE SUITE 2C �y YAPHANK, NY 11980 TEL: (631) 852-5700 NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 10 REGIONAL DIRECTOR: RICHARD B. CAUSIN, P.E. y\ PERRY B. DURYEA, JR. STATE OFFICE BUILDING G �G�, 09\ 250 VETERANS MEMORIAL HIGHWAY )) HAUPPAUGE, NY 11788 TEL: (631) 952-6632 LOCATION MAP SCALE NTS c r , C` 1010 Route 112, Suite 200, Port Jefferson Station, NY 11776 Tel: (631)-476-06001 Fax: (631 )-476-0606 RECEIVED consulting engineers --------- NOV 2 12022 Southold Town Planning Board GENERA. NOTES LEGEND: SIGNAGE ABBREVIATIONS W ABBREVIATION DESCRIPTION p S1 SIGN EROSION AND SEDIMENT CONTROL WATER AND SEWER("WET UTILITIES") S2 VANPACCESSIBLE RESERVED PARKING } 6 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE START OF 1. WATER AND SANITARY SEWER PIPES SHALL BE SEPARATED BY AT LEAST 10' HORIZONTALLY AND S3 NO PARKING ANYTIME m ANY SOIL DISTURBANCE ACTIVITIES. 18" VERTICALLY, MEASURED FROM OUTSIDE EDGE OF PIPING. S4 DO NOT ENTER 2. ALL EROSION aAND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED FOR DAMAGE AT LEAST 2, AT CROSSINGS, SEWER PIPE SHALL RUN UNDERNEATH WATER PIPE AND NOT OVER THE TOP. IF S5 NO PARKING - LOADING ZONE (R7-6) o- WEEKLY THRO�IGHOUT THE WORK, OR FOLLOWING ANY MAJOR STORM EVENT. ANY MEASURES THIS IS NOT POSSIBLE, THE SEWER PIPE WITHIN 10' OF THE CROSSING SHALL BE CONSTRUCTED S6 ONE WAY WHICH BECOME DAMAGED OR INEFFECTIVE SHALL BE PROMPTLY REPAIRED. OF PRESSURE RATED PIPE AND PRESSURE TESTED TO THE SATISFACTION OF THE ENGINEER. S7 INO RIGHT TURN 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE LATEST EDITION OF THE PROVIDE ADDITIONAL PROTECTION MEASURES AT CROSSINGS WHERE NOTED ON THE DRAWINGS. S8 NO STANDING ANYTIME NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL ("THE 3. POTABLE WATER PIPES SHALL BE DISINFECTED BEFORE PLACING INTO SERVICE. S9 INO STOPPING ANYTIME EXCEPT BUSES BLUE BOOK"). 4. NO CONNECTION TO PUBLIC WATER SHALL BE MADE, UNTIL ALL REQUIRED BACKFLOW PREVENTION 4. SOIL STOCKPILES SHALL BE COMPLETELY SURROUNDED BY SILT FENCING. DEVICES ARE INSTALLED, TESTED AND APPROVED. U) z 5. PROVIDE INLET PROTECTION FOR ALL DRAINAGE INLETS WHICH MAY BE IMPACTED BY THE WORK, 5. ALL BURIED WATER PIPES SHALL HAVE A' MINIMUM COVER OF 5'-0" ABOVE UNLESS INDICATEDz O WHETHER LOCATED ON-SITE OR IN THE PUBLIC RIGHT OF WAY. OTHERWISE ON THE PLANS. 0 cn MAINTENANCE AND PROTECTION OF TRAFFIC 6. SANITARY HOUSE CONNECTIONS AND KITCHEN CONNECTIONS SHALL HAVE A MINIMUM SLOPE OF LEGEND: UTILITY STRUCTURES a � 2% AND A MINIMUM SIZE OF 4" UNLESS OTHERWISE INDICATED. CLEANOUTS SHALL BE PROVIDED © NEAR THE FACE OF BUILDING. LIGHTING MAINTENANCE HOLE SYMBOL cU 1. MAINTAIN A CONTROLLED CONSTRUCTION LIMIT TO RESTRICT ACCESS TO THE CONSTRUCTION AREA OG GAS MAINTENANCE HOLE SYMBOL W BY UNAUTHORIZED PERSONS. 7. FIELD VERIFY EXISTING DOWNSTREAM SEWER INVERTS AT POINTS OF CONNECTION, BEFORE LAYING p OUT PROPOSED SEWERS (IF APPLICABLE). OE ELECTRIC MAINTENANCE HOLE SYMBOL EXCAVATION AND BACKFILL OT TELECOM. MAINTENANCE HOLE SYMBOL 1. UNLESS OTHERWISE INDICATED, ALL BACKFILL UNDER ROADS AND STRUCTURES SHALL BE ELECTRIC,GAS&TELECOMMUNICATIONS(-DRY UTILITIES") COMPACTED TO 95% MODIFIED PROCTOR TEST DENSITY UNDER CONDITIONS OF OPTIMAL MOISTURE OS SANITARY MAINTENANCE HOLE SYMBOL CONTENT IN LIFTS NOT EXCEEDING 8" IN THICKNESSPROVIDED THAT EQUIPMENT CAPABLE OF 1. REFER TO ARCHITECTURAL DESIGN PACKAGE AND FLOOR PLANS FOR UTILITY REQUIREMENTS WITHIN ( STORMWATER MAINTENANCE HOLE SYMBOL COMPACTING THAT LIFT THICKNESS IS USED). REFER TO THE TECHNICAL SPECIFICATIONS FOR 5 FEET OF THE PROPOSED BUILDING. @ DETAILED BACKFILL REQUIREMENTS. 2. BURIED DRY UTILITIES SHALL HAVE A MINIMUM COVER OF 3' ABOVE THEM UNLESS OTHERWISE ® MAINTENANCE HOLE SYMBOL (TYPE UNKNOWN) 2. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CALL THE APPLICABLE "CALL BEFORE YOU DIG" INDICATED ON THE PLAN OR DETAILS. ®1 S1 MAINTENANCE HOLE AND COVER (TO SCALE) PHONE NUMBER, CONTACT THE APPLICABLE LOCAL UTILITY COMPANIES, AND SHALL ARRANGE FOR 3. BURIED DRY UTILITIES SHALL BE SEPARATED FROM EACH OTHER BY NOT LESS THAN 6" Elra PULL BOXES (ELECTRIC / TELECOM) FULL MARK-AUT OF ALL UTILITIES WITHIN THE WORK AREA. MEASURED FROM EDGE OF PIPE OR EDGE OF CONDUIT. ® ® STORMWATER INLETS (CURB / GRATE) o 3. ALL EXCAVATION WORK SHALL CONFORM WITH OSHA SAFETY REQUIREMENTS AND 16 NYCRR PART z 753 "PROTECTION OF UNDERGROUND FACILITIES" 4. ELECTRIC RISERS COMING OUT OF THE GROUND OUTDOORS SHALL BE CONSTRUCTED OF FIRE HYDRANT PVC-COATED RIGID GALVANIZED STEEL, STARTING FROM THE BELOW-GRADE ELBOW FITTING. FOR 4. CONTRACTOR ,IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF TRENCHING, SHEETING RISERS WITHIN 5' OF THE PROPOSED BUILDING, REFER TO ARCHITECTURAL PLANS FOR 0 WATER VALVE (GATE VALVE TYPICAL) SHORING AND`40THER SIMILAR MEANS AND METHODS OF CONSTRUCTION. REQUIREMENTS. THRUST BLOCK OR MECHANICAL PIPE RESTRAINT 5. CONTRACTOR ;SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS AND TESTS TO BE COMPLETED 5. SIZES SHOWN ON THE DRAWINGS ARE MINIMUMS. T HOSE BIB OR YARD HYDRANT PRIOR TO BACKFILLING THE WORK. 6. FIELD VERIFY AVAILABLE GAS PRESSURES AT THE SITE, BEFORE ORDERING GENERATORS OR OTHER 6. WHENEVER POSSIBLE, WORK SHALL BE SCHEDULED SUCH THAT EXCAVATIONS ARE NOT LEFT OPEN GAS POWERED EQUIPMENT. W Z� N O AT THE END OF THE WORK DAY. IF THIS IS NOT POSSIBLE, THE OPEN EXCAVATIONS SHALL BE CD LO NCD COMPLETELY ENCLOSED BY TEMPORARY FENCING SUFFICIENT TO PRECLUDE ACCESS BY O 2 UNAUTHORIZED PERSONS OR COVERED WITH A SUITABLY SIZED STEEL PLATE. IN A TRAFFIC AREA, ACCESSIBILITY Cyd o THE PLATE SHALL BE SIZED TO WITHSTAND AASHTO H-20 LOADING. 1. ALL PROVISIONS FOR HANDICAP ACCESSIBILITY SHALL CONFORM WITH THE REQUIREMENTS OF THE LEGEND:PIPE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, THE 2020 NY STATE BUILDING CODE, AND ICC 7. CONTRACTOR SHALL LAWFULLY DISPOSE OF EXCESS EXCAVATED MATERIAL OFF-SITE UNLESS APPROVED OTHERWISE IN WRITING. IF THE DISPOSAL FACILITY REQUIRES TESTING OF THE A117.1-2009 "ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES". -w - WATER MATERIAL BEFORE DISPOSAL, CONTRACTOR SHALL PROVIDE SUCH TESTING. e 2. ACCESSIBLE PARKING SPACES AND ACCESSIBLE AISLES SHALL BE CONSTRUCTED WITH A TARGET -G NATURAL GAS OR PROPANE a LL z w 8. SUITABLE EXCAVATED MATERIAL MAY BE REUSED ON-SITE FOR BACKFILL OR GRADING PURPOSES GRADE IN THE RANGE OF 1.0% TO 1.5% THROUGHOUT. GRADES IN EXCESS OF 2% ARE "'00'. t o a o W WHERE APPROPRIATE. DEBRIS AND UNSUITABLE MATERIAL SHALL BE LAWFULLY DISPOSED OF UNACCEPTABLE AND WILL BE REJECTED BY THE ENGINEER. -E UNDERGROUND ELECTRIC 3�,0 OFF-SITE AND SHALL NOT BE BURIED ON-SITE. REFER TO TECHNICAL SPECIFICATIONS FOR -DHE OVERHEAD ELECTRIC 5°a W as BACKFILL REQUIREMENTS. 3. SIDEWALKS ON AN ACCESSIBLE ROUTE SHALL HAVE A MINIMUM WIDTH OF 4 AND MAXIMUM CROSS Z r= GRADE OF 1.5%. RUNNING GRADES ON SIDEWALKS IN THE DIRECTION OF TRAVEL SHALL NOT -T UNDERGROUND TELECOM. OR FIBER OPTIC 9. FOR EXCAVATION IN LANDSCAPED AREAS, STRIP AND STOCKPILE TOP SOIL SEPARATELY FROM EXCEED 4.5%. W a W a w OTHER SOIL. 1RE-USE EXCAVATED TOP SOIL ON-SITE FOR LANDSCAPING PURPOSES TO THE -oHr OVERHEAD TELECOM. OR FIBER OPTIC p Wa�,nz EXTENT PRACTICABLE. 4. CURB RAMPS SHALL CONFORM TO NYSDOT REQUIREMENTS AND THE NYSDOT STANDARD DRAWING W Ow$a Hd Nzm O i SHEETS. CURB RAMP GRADES SHALL NOT EXCEED 7.5% IN THE DIRECTION OF TRAVEL. -FM FORCE MAIN o �W � = W YWo �a DEMOLITION -S SANITARY GRAVITY SEWER (SYMBOL) o 3 uW as w 5. LANDING SPACES SHALL BE PROVIDED BEFORE AND AFTER RAMPS AS REQUIRED. MINIMUM >W� z uj SIDEWALK LANDING SIZE IS 5' X 5'. LANDING GRADES SHALL BE IN THE RANGE 1% TO 1.57. SANITARY GRAVITY SEWER (TO SCALE) ❑ Z12 s Oz 1. DEMOLITION WORK IS INDICATED ON THE PLAN BY COLOR CODING, BY TEXT, OR BY A THROUGHOUT. =LRoL�r COMBINATION OF THESE TWO METHODS. UNLESS OTHERWISE NOTED, THE INDICATED DEMOLITION -STM STORMWATER PIPE (SYMBOL) Z ~ W P°O ITEMS SHALL BE COMPLETELY REMOVED AND LAWFULLY DISPOSED OF OFF SITE. ITEMS WHICH ARE 6. ANY SIDEWALK PANEL THAT HAS CRACKED OR SETTLED TO CREATE A GRADE DIFFERENCE OF a c LL TO BE SALVAGED, RELOCATED, ABANDONED, OR OTHERWISE MODIFIED WILL BE SPECIALLY NOTED MORE THAN 1/4" SHALL BE REPAIRED OR RECONSTRUCTED TO CREATE A FLUSH WALKING STORMWATER PIPE (TO SCALE) p n a°UJ Z a z AS SUCH ON 'THE PLAN. SURFACE. 4 cu d0 W X=N fa W rZaLL7Z 2. CONTRACTOR SHALL RECORD AND MAINTAIN MEASUREMENTS OF ALL ITEMS BEING ABANDONED IN C O z 2 U°o PLACE SUCH THAT THESE ITEMS MAY BE SHOWN ACCURATELY ON THE FINAL AS-BUILT DRAWINGS. GRADING AND DRAINAGE (0 o a °W W c�LLv�r-a- ❑0 o �°Wa°W 3. BELOW GRADE PIPING LESS THAN 12" DIAMETER MAY BE ABANDONED IN PLACE INSTEAD OF 1. REFER TO ACCESSIBILITY NOTES ON THIS SHEET FOR ACCESSIBLE PATH GRADING REQUIREMENTS. � j Z W U W Z REMOVED, UNLESS OTHERWISE NOTED. W 9 Z E m Z 'L+ �` UW WE:Z W 2. MINIMUM GRADE FOR ANY OUTDOOR PAVEMENT SURFACE IS 1% FOR DRAINAGE PURPOSES. ALL 4. EXISTING FEATURES TO REMAIN SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. PAVEMENT SURFACES SHALL SLOPE TOWARDS THE NEAREST APPROPRIATE DRAINAGE INLET OR a ch RESTORE ANY FEATURES DAMAGED DURING THE WORK TO ORIGINAL CONDITION. DRAINAGE PRACTICE. LOCALIZED REGIONS OF PAVEMENT PONDING ("BIRDBATHS") ARE NOT � >8'M-0o ACCEPTABLE. W a Z LEGEND:SITE PLAN SYMBOLS O W w a c5]_ 5. IMMEDIATELY NOTIFY THE ENGINEER UPON ENCOUNTERING UNEXPECTED BURIED OBJECTS. DO NOT N CcW a DEMOLISH OR SALTER UNKNOWN BELOW GRADE TANKAGE OR UTILITIES UNTIL EXAMINED BY THE 3. NO PAVEMENT SLOPE FOR VEHICULAR TRAFFIC SHALL EXCEED 7.5% UNLESS OTHERWISE INDICATED 0 DOOR _ _ ENGINEER. ON THE PLAN. o 9W�IUjin X D CHAIN LINK FENCE O CD W Z WI w o 4. MAXIMUM GRADE FOR ANY LANDSCAPED AREA IS 33% UNLESS OTHERWISE NOTED ON THE PLAN. J RAILING N Q 5 z N W GENERAL UTILITY REQUIREMENTS EXISTING GRADES STEEPER THAN THE LIMIT MAY REMAIN, IF UNDISTURBED BY THE WORK. `- CO a v 'w o �- SIGN I� =a LL LL o� 1. REFER TO THE ARCHITECTURAL DESIGN PACKAGE AND FLOOR PLANS FOR UTILITY WORK INSIDE 5. SPOT ELEVATION LABELS SHOWN ON CURBS ARE BOTTOM-OF-CURB ELEVATIONS UNLESS �� _ W°o zwo BUILDINGS AND WITHIN 5' OF THE BUILDING WALL. OTHERWISE NOTED ON THE PLAN. ALL CURB REVEALS ARE 6" UNLESS OTHERWISE INDICATED ON C� FLAG POLE M 0 N o O Qyu~~ W N THE PLAN. CD 2. CONTRACTOR IS RESPONSIBLE FOR ANY COORDINATION WITH UTILITY COMPANIES AS REQUIRED TO .. o W o w?W COMPLETE THE WORK. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL UTILITY 6. IN ALL AREAS BEING PAVED OR GRADED, ADJUST ALL EXISTING AND PROPOSED RIMS AND '0 z COMPANIES FOR THOSE UTILITIES UNDER THEIR JURISDICTION. COVERS OF STRUCTURES, SUCH AS VALVE BOXES AND MAINTENANCE HOLES, TO BE FLUSH WITH ~ <z ~Z W r z(n,ZOiZZ) FINISHED GRADE. � �a a 3. EXISTING UTILITY INFORMATION DEPICTED ON THE PLAN IS BASED UPON INFORMATION AVAILABLE W a'z o'¢ TO THE ENGINEER AT THE TIME OF DESIGN, SUCH AS SURVEY DATA, RECORD DOCUMENTS AND 7. MAINTAIN EXISTING DRAINAGE PATTERNS. DO NOT REDIRECT OR CONCENTRATE STORMWATER INTO r' W<>.:W,: uO I FIELD OBSERVATIONS. THE EXISTING UTILITY INFORMATION IS FOR REFERENCE AND IS NOT NEW FLOW PATTERNS, EXCEPT AS INDICATED ON THE PLAN. GUARANTEED COMPLETE. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF EXISTING UTILITIES a o<,0 Z WITHIN THE WORK AREA. 8. CLEAN OUT EXISTING DRAINAGE STRUCTURES OF ACCUMULATED SEDIMENT AND DEBRIS AT THE LEGEND:DEMOLITION m 5 Z W W z COMPLETION OF CONSTRUCTION. -� O) o a°'o z . 4. CONTRACTOR SHALL HAND-DIG EXCAVATIONS IN CLOSE PROXIMITY TO EXISTING UTILITIES OR „„r„ ,,, ., COLOR OF EXISTING ITEM TO REMAIN - j a z°W W , .. WHEN THE PRESENCE OF EXISTING UTILITIES IS UNKNOWN. CONTRACTOR SHALL LOCATE SAND 9. CREATE A SMOOTH TRANSITION WHERE PROPOSED GRADES MEET EXISTING GRADES AT THE SAW * z o Z m LL iE COLOR OF EXISTING ITEM TO BE DEMOLISHED AND REMOVED PROTECT EXISTING UTILITIES FROM DAMAGE. co NNW, � v 3 CUT LINE. --....._.... _. o W ----------- SAW CUT LINE V og 5. BEFORE ANY WORK NEAR EXISTING ACTIVE UTILITIES TO REMAIN, CONTRACTOR SHALL LOCATE ALL Uj W ar>�a�m_:W APPLICABLE CONTROL DEVICES SUCH AS VALVES, BREAKERS, SHUT-OFFS ETC. CONTRACTOR SHALL PREPARE A SUITABLE CONTINGENCY PLAN TO BE IMPLEMENTED IN CASE OF ACCIDENTAL DAMAGE TO EXISTING UTILITIES. OBTAIN AUTHORIZATION OR ASSISTANCE FROM THE OWNERS OF *UNLESS OTHERWISE NOTED ON DEMOLITION PLAN. THE INVOLVED UTILITIES FOR ANY TEMPORARY SHUTDOWNS OR CONTROL MEASURES WHICH MAY BE NECESSARY. 6. ALL UTILITIES ,SHALL BE INSTALLED WITH DETECTABLE MARKER TAPE INSTALLED 12" ABOVE TOP V OF PIPE. THF TAPE SHALL BE LABELED WITH THE TYPE OF UTILITY AND A WARNING MESSAGE. J J 7. PLASTIC PIPING OR CONDUIT EXPOSED TO SUNLIGHT SHALL BE UV PROTECTED. ��nn 8. ALL BELOW GRADE UTILITY STRUCTURES, SUCH AS MAINTENANCE HOLES, VAULTS, AND TANKS, VJ ~ 0 SHALL BE TRAFFIC RATED FOR H-20 LOADING UNLESS OTHERWISE INDICATED. L W JOY 9. TRANSFORMERS AND TRANSFORMER PADS SHOWN ON THE PLAN ARE FOR REFERENCE ONLY AND EGEND:LIGHTING � MUST BE CONFIRMED BY THE LOCAL ELECTRIC COMPANY. PROVIDE TRANSFORMERS AND -❑LPI o-r3LP2 LED LIGHT POLE (SINGLE / DOUBLE) W Q I=->_ TRANSFORMERkPADS ACCEPTABLE TO THE LOCAL ELECTRIC COMPANY. O 0 -O LPI PEDESTRIAN LIGHT POLE (LED) J Q� Ov_o1 GROUND LIGHT (LED) W W �Z �LBI WALL-MOUNTED LIGHT (LED) J W Q �> 0 0 � W �Z z LL J W ° �O ABBREVIATIONS Q F- _U H.D. GALV. HOT DIPPED GALVANIZED 3: Y J S.S. STAINLESS STEEL W F-O SQ. HD. BOLT SQUARE HEAD BOLT () �L" CPP CORRUGATED PLASTIC PIPE O CMP CORRUGATED METAL PIPE Z �. O.C. ON CENTER 0 Q DMH DRAINAGE MANHOLE -16 SMH SANITARY MANHOLE N INV INVERT ELEVATION c,? ' O TYP TYPICAL cl K 0 DIAMETER i JOB NO� EI N/A ` O O DRAWN BY t APPROXIMATE VALUE O_ DJS NOV 2 1 2022 F A/C ASPHALT CEMENT 0 CHECKED BY ECJ -- -- z Southold -town DATE NOVEMBER 21, 2022 D.I. DUCTILE IRON G` Planning Board 6. W.W.M. / W.W.F WELDED WIRE MESH / WELDED WIRE FABRIC SCALE AS NOTED DRAWING NO. C-1 .0 : - CASE j Case Development Inc ion 145 PALISADE STREET, SUITE 211 Nat ' al Flood Hazard La1yt ,1K1n;ir FIRMet DOBBS FERRY, NY 10522 FEMA Legend www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 72032'51"W 40059'13"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT tect: `3 Without Base Flood Elevation (BFE) Zone A, V, A99 A GREGORY SHARP ARCHITECT,PC With BFE or Depth Zone A.E, AO, AH, VE, AR 145 PALISADE STREET, SUITE 211 SPECIAL FLOOD DoBBs FERRY AIN �72 OFFICE 914 478 4170 CELL 917 597 1982 HAZARD AREAS Regulatory Floodway I NFO@CASEDE VE LOPMENT.COM A Project Developed By: Vivo HOSPITAL GROUP MATTITUCK HOTEL DEVELOPMENT LLC 0.2% Annual Chance Flood Hazard, Areas 4 OWNERS REP. 4, 81 MAIN STREET of 1% annual chance flood with average DOBBS FERRY, NEW YORK 10522 iv, depth less than one foot or with drainage "Q R, areas of less than one square mile Zoue X Future Conditions 1% Annual 41 Chance Flood Hazard x �j A Owner: Area with Reduced Flood Risk due to 9025 MAIN ROAD LLC lk� Levee. See Notes. �(,)oe X .. CARDINALE MANAGEMENT A Z 10095 MAIN ROAD, UNIT 4 OTHER AREAS OF MATTITUCK, NY 11952 FLOOD HAZARD Area with Flood Risk due to Leveezone D A _4 AN NO SCREEN Area of Minimal Flood Hazard Zone X p g 'M "W1111 I— j Effective LOMRs 7711,,,�077` Area of Undetermined Flood Hazard '-Vie D OTHER AREAS ?t I GENERAL Channel, Culvert, or Storm Sewer n STRUCTURES Levee, Dike, or Floodwall Tl��, 'WY A, A A 202 Cross Sections with 1% Annual Chance 17-5 Water Surface Elevation _5 0 U, 0 1 N IVI U- iA Coastal Transect M1"""` ml a ""`A� FL-"`�OU ZARD 8 V, $13 vw*,- Base Flood Elevation Line (BFE) r 00� z X* , ok % 'N? Limit of Study SYMBOLLEGEND Jurisdiction Boundary Door Number See Detai Wall Type Coastal Transect Baseline Elevation 1Z 0-0" Elevation Target Section Cut OTH ER Profile Baseline A# Revision :i, -7� FEATURES F1_9 Window Number Hydrographic Feature P", North Arrow: �A Digital Data Available No Digital Data Available DRAWINGS AND SPCECIFICATIONS REPR ESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY MAP PANELS Unmapped ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. DRAWING INFORMATION The pin displayed on the map is an approximate ISSUED FOR REVIEW 8/20/2021 oint selected by the user and does not represent P an authoritative property location. J, 0, 0�, This map complies with FEMA's standards for the use of _�Z D.O.B. No. - M!"NIAM"'i digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap A new hotel located in Mattituck, developed by: accuracy standards MATTITUCK'S HOTEL 9025, Mattituck, New York 11952 The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map PROJECT: was exported on anddoesnot MATTITILICK HOTEL R�w reflect changes or amendments subsequent to this date and 9025 Main Road, time. The NFHL and effective information may change or Mattituck, NY 11952 k V, become superseded by new data over time. 4 K, v j, �7, FEMA FLOOD MAP A_ gw, This map image is void if the one or more of the following map AA6l k elements do not appear: basemap imagery, flood zone labels, 11/24/2021 DATE: W ED A PROJECT No: MATTITUCK 2021 SEAL AND SIGNATURE: M legend, scale bar, map creation date, community identifiers, CD n"00 DRAWING BY: GS/AS L FIRM panel number, and FIRM effective date. Map images for M _<C1 Feet 72032'14"W 4005846"N UD C� 10-" ip-4 CHK BY: 0 0 ID DWG No: unmapped and unmodernized areas cannot be used for < 1 :6 , 000 te 0 2`5 0 500 11000 17500 21000 regulatory purposes. fa. :D L 1711;1�m ____ 0 T-003 -00 Basemap: USGS National Map: Orthoima0ery.- Data refreshed October, 2020 �ADO No: T BSCAN: J C it 4LTA:1 Case Development Inc 145 PALISADE STREET, SUITE 211 DOBBS FERRY, NY 10522 www.casedevelopment.com ce 1 ell 917 597 1982 Project Architect: a Q� G EGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT.COM "!A, 4 R, .. ...., A Project Developed By: Vivo HOSPITAL GROUP MATTITUCK HOTEL DEVELOPMENT LLC OWNERS REP. %RR"A 81 MAIN STREET DOBBS FERRY, NEW YORK 10522 R Owner: 9025 MAIN ROAD LLC CARDINALE MANAGEMENT 10095 MAIN ROAD, UNIT 4 Front of the Property- Aerial View Access To Property From The Street- View of Street & Walkway MATTITUCK, NY 11952 �T M X_ 71, 7-- Z ............ 5, FI 4V M SYMBOLLEGEND See Detai Door Number Wall Type Elevation _4 Ila 0.0" Elevation Targel Section Cut A# Revision F1 1 Window Number Back of the Property- Aerial View View of Hudson Road View of the Front Neighboors North Arrow: J§, 'X,; 'k DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CASE DEVELOPMENT. 57;7�777777 DRAWING INFORMATION ISSUED FOR REVIEW 8/20/2021 D.O.B. No. g, 011 S11-71 P" A new hotel located in Mattituck, Parking & Front View of the Building Side View Rear View developed by: MATTITUCK'S HOTEL 9025, Mattituck, New York 11952 K ,7 W4 PROJECT: _44" z-� V MATTITUCK HOTEL I-V 9025 Main Road, Mattituck, NY 11952 4-' 4, IPA j ,: Side View of the Property View of Neiahboors EXISTING CONDITIONS 11/24/2021 SEAL AND SIGNATURE: DATE: ED A& PROJECT No: MATTITUCK 2021 T!", DRAWING BY: GS/AS RECE IVED DWG No: NOV 2 2022 Rear Parking View T-004.00 Railroad View View of Front Parking S o u t fi-6 1-d To w-_n Planning Board 7ADO No: T_ BSCA Q N 0 F ) � ;�♦ / / -' N/O/F s 1 COUNTY OF SUFFOLK ? 9255 MAIN ROAD, LLC ! 1 330 CENTER DRIVE MATTITUCK, NY 11952 P.O. BOX 645 REC EIVED RIVERHEAD, NY 11901 C _.. _,r_..,.y'-V-�..,...Y_y ! f` 1��� � �® S 'Z4'04'20" E .�...y.-. Y Y r 0. ° --" `tn n,.,1...C44V .4i. J�� ' .t � ).,1. ,?. •l ?.,_n_. ..rl. 1, �� ,. .... : !. ' ' )_ 1��ON C RB , a � ; � .� _�... NOVOZ2SoutwnSTORMUPlanardINLET ('�, Z a r \-REMOVE AIL (TYP) EXISTING CURB, t� z O PAVEMENT AND ` CATCH BASIN (TYP) ASPHALT PARKING REMOVE ALL O RETAINING WALL ABANDON OR REMOVE SANITARY EXISTING CURB, 1 d w REMOVE CONC. WALKS ON SITE C. L.P. PAVEMENT AND 1 STRUCTURES, IF MORE THAN 10' FROM CURB (TYP) ASPHALT PARKING WALKS ON SITE U \r # PROPOSED BUILDING FOUNDATION TYP LJ. n. .J ® EXISTING FIRE w N` • 7 REMOVE TREES (TYP) r HYDRANT AND REMOVE LIGHT UT REMAIN EPTIC ® Z UTILITY POLE 't ., TANK L.P. .J N POLE (TYP) • �n REMOVE ALL EXISTING CUR d PAVEMENT AND ¢ Y ` WALKS ON SITE Q c ' 1 ¢ W ® L.P REMOVE E10 SAN. OF PROPOSED STRUCTURES • d' v BUILDING FOUNDATION (TYP) ! o \,-REMOVEREMOVE EXISTING z REMOVE FLAG POLES ALL TRANSFORMER EXISTING CURB, SIDEWALK ALONG i --------------- - ` '. PAVEMENT AND SITE FRONTAGE - - "; t RAMP WALKS ON SITE A' J �`� •< '�. �. • m� CONC. SIDEWALK 3 + 1 `*l REMOVE CONC. LLI W N r CURB (TYP) p N `� ILL- " `o V) CURB v ` U O yi o 4► 5 y REMOVE �6e (� EXISTING CURB CES' SIGN STORM TO REMAIN (TYP) ✓`^.T`. \ INLET �� - ' (TYP) ® N0Oo LL \\-REMOVE ALL o<o?W d. EXISTING CURB, 3 Z a°o ` ¢ REMOVE LIGHT PAVEMENT AND ® `� z>" o POLE (TYP) WALKS ON SITE ~W a W a w c-, W cQx�Zw�> EXISTING BUILDING ¢ ASPHALT PARKING 4 of'<w 1 • o m> TO BE DEMOLISHED z ABANDON EXISTI STORM a y�,Q o STRUCTURES, REMOVE A U 7 ~.. I " 1 Z .k Ll I I1 .. r \ 0 �W Z�W STRUCTURES CONF G o "r O Z ti t z w }Z WO � W J-- ITH PROPOSED Q ` °�' Z K' { CONSTRUCTION TYP _J �- 3 Z ~ r. A Z ° ! % Z TI I 1\",] I I "I ` "0 mo �aoQZ� 1 Q •� `,,.fit;t '{' 2, Q (� d�X W W J I ""r ITI I \ +0 :. >: JP. 00 O- zoo , ZQ M ® v 0 (0 F_Q=ow �. REMOVE CONC. < O 0 �, - REMOVE TRANSFORMER CURB (TYP) REMOVE ALL 2 ti°W a°W O STORM ❑0 O w LL a s INLET a ♦ m =W° �i EXISTING CURB, N L u) ti LLI m a PAVEMENT AND REMOVE C jNC. Z l o w o Al (�-W r- CURB TYP (TYP) REMOVE CONC. n � � �t J s Z o�W �' D T WALKS ON SITE CURB (TYP) 'Q �A i o W °y WJQZ H O W Z Q r •i, ¢ W 1 ?J� \ O X J Q p�9 I—n,J.% S Q ) J • N ` v N LL u~iZ'zoZ - - • , BRICK 1�1' ---",[I t I , t w N %Q Z s 0 0 z W� �Y"w WALK ¢ o -A l (O > Q °_ N 21'56 21 W tJU V) LANDSCAPED AREA Os _ � cN00 ZD m=w . 10.87 3 ! p U ✓ �-- co a 0 vz •�, t �� Z O z wQZOOw I ITU � _^ =oawo ✓µd,; vV ® O CO O I T1 I co Ztq H 0E-Er a � \ a REMOVE SAN. STRUCTURES REMOVE ALL . O 0=�<z Q o • pITHIN 10' OF PROPOSED ~ a 0 0 o Y µ�•, REMOVE ALL W r�LL.P.PEXISTING CURB, =z a I z o % 2' ` BUILDING FOUNDATION TYP ` o w> Q r A\ EXISTING CURB, � L.P. ( ) PAVEMENT AND � w a Z w o Q \ REMOVE LIGHT POLE (TYP) N a Q PAVEMENT AND U WALKS ON SITE —1 Z W- Q rn WALKS ON SITE No ! >: w<}>6 0 J ;f mgz WZ REMOVE L.P. 1 �❑Qo 0 . TRANSFORMER ON ® REMOVE LIGHT 1 =a z o&W T ¢ a c-LANDSCAPED •Ld POLE (TYP) ;t 't y i m CONCRETE PAD cn 4 ,....,..,,... O U an- LU ¢ �.� AREA a -^�. v C o a�w w w STORM • i V sn o- i X INLET !`, w t 1 i SEPTIC ` 7 RE OVE ALL EXISTING CURB, TANK REMOVE SAN. STRUCTURES 's S 33'11'01" E 9.00' WITHIN 10' OF PROPOSED PAVEMENT AND STORM ® BUILDING FOUNDATION (TYP) WALKS ON SITE INLET < ` '' �• ASPHALT PARKING MAILBOX TO BE REMOVE t (TYP) "; J ` REMOVE CONC. w RELOCATED WATER , � ® w W ^y � ,': �: ", �•, 4" WATER SERVICES METER--- CURB � ,;t• EXISTING SITE Z ,•k,�.-� `�' CURB (TYP) �% �N w wr ,; �, c ' '4 J y "' Iv �ti ® ', 't UTILITY SERVICES a��'< •4 °�� ASPHALT PARKING \ ',1 TO BE RETIRED 4, Z O� . ON CURB j W <' t t 'i ! 1777"':7 t �.E ( to � ....,., ....___.�.._._._....._..... -----..._._-- v C "t.i �r O O; _ ? OHE HE OHE HE HE 1 i• z HE HE OHE H t` J �O a ,. r 277.04 _ � A REMOVE ELECTRIC METERY J � � � � L NDSCAPED � � i't ?,� ;t O N 18 34'20" W _. - AREA d N ' �'t J 0 N 26'41'20" W `� �"" _. _ t .,._, _. _- - _.__._w. .._ _.,.. __._ _.:_.. _,. _,. ._,. W U)Z SPLIT . (HOBSON DRIVE) Z o SFS TRAIL _...,., ._ .__.._ ., W ¢ 1 FENCE _._,r_ _,. ._,... _ w 7 O Z 228.0 ' �._. O< � W Z :, =� i t r. 0 3 181.83' S 55'02'08" W _1 v S 18'34'20" E o 1.74' O 0 N/O/F F MARK A. FARINA / g ��- 43.96' N 20'2742" W J W �� , & DEBORAH A. FARINA - I; $ MATCH LINE NOTES: 355 HOBSON DRIVE _ {r; --„, ” "" �• �� �. ' O O (�J Y MATTITUCK, NY 11952 . " U =o �,• _ Y ALL 1. THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, `? ':,`t. `.._ �: � .t V 1 `� +/" N/0/F DEBORAH A. FARINA ;` �� ONE SHOWING THE EAST PORTION E THE SITE AND ONE i ti Q = Q� SHOWING THE WEST PORTION OF THE SITE. THE ~ , ? -'-' 355 HOBSON DRIVE , . " ' /,. ,1 t. "MATCH-LINE" PROVIDED ON EACH SHEET DELINEATES THE ` p R: MATTITUCK, NY 11952 248.23' BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND ` 3 — THE SCOPE OF THE SECOND SHEET BEGINS. .k? `r I_ r;, •: _... ., `-.._. ..+ � z , r > rt S 27-52750* E ti r Y 1: 2. REFER TO THE SECOND (WEST) SHEET OF EACH MATCHED ' � '""`"" 04 r q � �,.,Y..Y...� ,�,...Y 1.,, ��\Cv�N U W F,% 00 PAIR FOR NOT Y Y Y -y 'y Z p ES, SCHEDULES, AND LEGENDS. NOTES OR t `'Y t,_,, :., ...,.• ' N 0 F MARK A. FARINA r (_. , „Yi...{ '� Y'`''y Y'Y"l'Y ry N / / i to LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR '', `'"'�`. � � ,... & DEBORAH A. FARINA , co APPLY TO BOTH SHEETS. �4: cP `; "r" ' 355 HOBSON DRIVEcn �i MATTITUCK, NY 11952 N o .� o v F'. i z� r it c^ [� O co i N N _ �i S 24'17'50" E !.. . ,.:. : . :...:. 'e _ ti JOB No. N/A MATCH LINE EAST SIDE +� O r, , r 1.. �... •. �'` 3 � ; DRAWN BY MATCH LINE - EAST SIDE `.'... °t DJS MATCH LINE - WEST SIDE �;..N'. �, ' o CHECKED BY ECJ ' MATCH LINE - WEST SIDE ' ; Z DATE .41 r } t NOVEMBER 21, 2022 SCALE AS NOTED 30 0 30 60 DRAWING NO SCALE 1" = 30' FEET c-2.'� r U) S 24"17'50" E 129.64' j w MATCH LINE EAST SIDE Z EAST SIDE MATCH LINE < MATCH LINE WEST SIDEY. r r YY rwY, wMATCH LINE WEST SIDE > c-1v1 011, r c) z 0 U) CLEARING AND GRUBBING 'A MITIGATED, SEE SITE PLAN) (DISTURBANCE TO BE 0 0 . . . . . . 71 d \01, REMOVE WETLANDS 1,504 SF S 21'04'50" E (DISTURBANCE TO BE 78.22' A MITIGATED, SEE SITE PLAN) % 011, ILLJ Y C-4 Ln V) C) LA- 150 L-Li VIA 3- A <OU Z O�W 00. f W.0 w 11: 0 z Z< a- Lu N/O/F 9025 MAIN ROAD LLC >z REMOVE WETLANDS 1,196 SF 10095 MAIN ROAD UNIT 4 >-z (DISTURBANCE TO BE MATTITUCK, NY 11952 S.C. TAX No. 0�'!z co In,U., Uw' ///--MITIGATED, SEE SITE PLAN) 1000-122-06-28 r- w Z Lu w<,< 0 Fp LLJ IT Z -s2gi? u, -z L oz-2 i w S2 z L FO d rn kj- w--< 0 ORO~P W' U, 00>1 u- Z)Z Y Z<LL (0 202 W)-5 0 til- 0 Q 25<' (D L) L 4\, 9OR—OW rn�L.0 nz-L'ou.' Lu L) U. CL 0 CID a 0 <Zm C) w C'4 P:ui iT-<w LL �F z0z 0 0 do-� F lzn q 9 uj 0 (D 0 < >0 \r 04 C) U,Ir C w< UO 10 ma8w 0 iD Ln Lu:3 zo cf) LLI 'm -z. In,UO Ly T Lwu af Z Z�< c:) 0 Z)0 F- <0 10 z C/) C)D uw, "z al 0 - < . "Z A 0.......... FZ �,Ll 10 . 'z < L 00. LL ZO Fcy- Z2 0 0 U) W U, X U, w w F- a. U, > FXX S 57*04'45" E ACT. 13.41' ACT. F-w N 80*56'20" E DEED 11.07' DEED C) it cli 111 < z cl i Z w JO 0 Z < 0 F- 0 _j 03: (f)w z LL 0 00 < 0 Z�j w R 00 u- —j Q 0 — w 0 to 0 0 '259 -117 (D po 53' LL N 2319'50" W Z W LL p <u) U) 00 x C14 48 w 17 C14 c\j (D RECEIVED 0 F— NOV 2 12022 JOB NO. N/A 0 Southold-Tow—n 0 DRAWN BY DJS Planning Board CHECKED BY ECJ z ]FW- L DATE NOVEMBER 21, 2022 SCALE 30 0 30 60 V) AS NOTED DRAWING NO. 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I I 11 V \ :D �)" 11 I k \ \ .... , \ 1\ \\ MAINTAIN FACILITIES THROUGHOUT CONSTRUCTION CONTRACT (SEE MAINTENANCE SCHEDULE) CONTINUOUS PROTEC 11 _ I I I V� %� , - , 1, . ­ I ), I, I, , "I "I I 1'�', , ­...."­.. �.... ...... l-, \1 \\\, I", "" I ,I \11 \1 \1 \ I. -1-11 7 INSPECT THE COMPLETED CONSTRUCTION CONTRACT, DETERMINE SATISFACTORY COMPLETION CONTINUOUS PROTECTION z 0 03: 1 �. ­ .... \,\ I , , � \ \,�,l I "' - . ., _­­.. \ 11 I 11 X"ll 11 I \ CONTINUOUS PROTECTION Lu UL _j 1, I I \ ­ I......-,.- ,-­­ 11 I 11 - W w I 11\ I I )l I 11 1, .....1. , __ _,, 1�1 I 11 11, "I "I \ \\ \ I" 8 CONVERT CERTAIN TEMPORARY SEDIMENT CONTROL MEASURES INTO PERMANENT STRUCTURES \ �� , " ._. ­ , 1, \ , \1\ ll "I I" I'% "I \ "".11_ CONTINUOUS PROTECTION > �- r-, 11 ..............­*. ...........­� , \ \� \ 11 1 9 L FEATURES AT THE END OF CONSTRUCTION CONTRACT 0 14) I'll 11 ,I , 1\ \ ", . :E 0 LLj LLZ -, \ Q�, " --111.1.1,� \\ � ' 11 '\ \ \\\ "_\ . L:.: I ! 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N w < Cl 6 OFFSITE MAINTENANCE AND CLEANUP FOLLOWING TRANSPORTATION OF MATERIALS OFF OF SITE -;d 2 7 0 E2= TI . 7 MAINTENANCE OF PERMANENT STRUCTURES, WHEN SEDIMENT REACHES 60% OF STRUCTURE'S CAPACITY AT OCCURENCE 04 8 CONVERT PERMANENT SEDIMENT CONTROL STUCTURES AT THE COMPLETION OF CONSTRUCTION CONTRACT WITHIN 30 DAYS N 0� I I E=—EE] YODOCK WATER FILLED BARRIER (D w 1 9 REPAIR AND ADJUSTMENT OF PERMANENT STUCTURES AT THE COMPLETION OF CONSTRUCTION CONTRACT WITHIN 30 DAYS 0 1 � SEDIMENT CONTROL FILTER SOCK / WATTLING I N THE ABOVE MAINTENANCE SCHEDULE APPLIES TO ALL ACTIVE FACILITIES AT THE PROJECT SITE REQUIRING PROTECTION �I-I! JOB NO. N/A 0 ' AS WELL AS PROTECTION OF THOSE FACILITIES LOCATED ON THE ADJACANT PROPERTIES AND/OR PUBLIC ROADWAYS. 0 DRAWN BY DJS �? � 6 CHECKED BY ECJ EROSION AND SEDIMENT CONTROL NOTES: z m DATE NOVEMBER 21, 2022 . 1. REFER TO SHEET 10.7 FOR EROSION AND SEDIMENT CONTROL DETAILS. 0 SCALE 2. ESC PRACTICES SHALL CONFORM WITH THE NYS STANDARDS AND SPECIFICATIONS 30 0 30 60 V) AS NOTED " , �___M__ — I DRAWING NO. ; " " , , , , " , , , , , — , 11 11 , 11 ;`"' _/ /// / / / / / / /, , /, / , * , , " , , // / l I I , , , I I - I'll — \r"'I'l, I / / / /lll� I ` / - x� I / 1 1/ /,/ I/// , l "" , , — / I I - I 'I / �/`_�/ / -` I I I I "I I / , I , I I " \ \ I'll, ,/",",, I'll'Ill'I"I,", , \\ — 1-1/1 � / " 11 , I \ \ � / , , , , "', " "% , , , , , , I I I - - � 0 - `c I , C I ""'ll 11 \1 \ \\\lll - I FOR EROSION AND SEDIMENT CONTROL (-THE BLUE BOOK-). INER---momm-_ � ml I SCALE 1" = 30' FEET C-3.2 . I � . - " w � r- a ) 1 t Q .,) w I, 1 1 � i •! `Y, ` I 1 '�' d 1 Wrrit.. , 11 ` r } I >- ., m SILT FENCE (TYP. _1 If N"��N { . \ -� N/O/F i 1 N/O/F S 9255 MAIN ROAD, LLC y. 1 COUNTY OF SUFFOLK 330 CENTER DRIVE MATTITUCK, NY 11952 P.O. BOX 645 �- RIVERHEAD, NY 11901 , , r-C`, -y' ,may )" ,f"` • _Y, _,�,_.{.., �.,•�,., _,Y_,Y.., ..\,.�. t ,r' R1. t S 24'04'20" E �_ .,- ;',}:. ;-:,::.. ; - j ' t,. E DISTRICT:C ,.. .. '.-, „ ... ,.J._:'..:, -,_.1,-.., .C.k A. G UxS.J.A J Tt"J\" ,-` .. -,.tJti.)\.�."". ,., ._ _. ,, - _ , _ ,. .. - , .. t wk,. , , . ,,_�.. ... _ .- .. , _ ..�,� Z', U ,DISTRICT-TRIC 1111 _. _ _ ZONING 40 .,t), h �.,.. � � x .�,�>,.a �.�.,._�.. ._,t..�. _�,_ ;. �.,t ;. �.� ,c ) Yt ,) n �.� t 9 ZONING .,SE:�, S, ..��R�40: � t x ti,.� �, A..f t A . R _� „ Z 13 , i �\ ;• z ,A. )11:11 A,.1., i ,. ti71'• ,/• . �_� �.:. -- f,,,.-• t,� t 1� ( _ t, �` - C ZONING USE TRICT: B Z 30 ,� ' 1.5' DEEP SWALE 27 - - r_- 29 - \ cn {�'' 30-30 (BOTTOM ELEV. - 26.10 ! u , O t 28 Z ., " _ _'27 �.� . _ . _ . . .., . . r - - - - . . . -+. » r . _ _ r . . _ . . r _ . . ."r « . » _ » . _ r . . _ O U) o. ! 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I ��' t - 'TO FIRE HYDRANT THROUGHOUT THE . - _ +. _ . . . - . F - - - - . ; .- . r 'l - \` \�` r~ � r` 'DURATION OF THE PROJECT - " ` • 'r-*-" ' `1 .,- ] -- ,-�, I ".�\ A`; \ 9��•"P f',,• \`�:' '' ♦� r a ♦ w _\��• `4 -C~`!..>- \4♦ " r �+ `r `r-. _r %.,%%%% . , .- 1, ' ,S: ` ` �;\ ,, ---- r .� _ \ ` + " _ . 1 x 1 4 . .�, l �Q�Q� H ,. . r f _ - + �w �, - »it f � `` . ♦ - RECEivtZ► a a :,-} „ ,,. A 1 G \ -- /t!S .. . - I� p - - - 4% rte,,,:: +t \ - - -- W Z� N I a \ r -,^- ♦ . . - 1111 i', \ O `i ` "� % . . _ _ +. r �' ~' ° +�f"r % NOV 2 2022 �- :- .;11W '.�. ". ./ ` ` `�/'_- .�..�` t '°'+ `r 1` �,,,,,,,r". - a . a r N,,t ti`' II -_ O O Q lONCRETE w �` -- `� t r _" `."r`+' .`a .. _ \' WASHOUT ", Southold Town `l °.� Q� r` °• --- ,- \ r t .`r r .r. _ ` :tit _\ 'ty..q.a 11f, .\ ! o - . ,r.. �1,...„�/ `�� \\ I ,,< a." .' _ . _ . . ", AREA t- Planning Board �c. tt Q \. . `""�' 4 d -w a. a - " \a - ij, `,t "i - `..-; f,�• , ---Iter' ,� ,�f j�� 1/ u+ i % LAO `.�--- " _ .' 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'r:•3 _ N_ . . t i,,,'rte, . \ '�• ,I 3 Z�m" _.._ V '�.,.\-' 'r •'`\ U�' r . a 1 _ N.. _ - _ . . . . . . . . _ . . . . az^k° 1 t .. ._ i O o O w _.._. _1111... __, _.- ----. % cc , n%4%'t: `1 /,- / \ � t�a+e ` l . r .�. ., .`. .'. , r`.y.'. ."a .`.`. r`. .`." ` `v .`t' �� �t" f yt �_ _ J C) 1LD ,4 s\ \ / t \ L1% --- d UIL G C `... .. 't \' . r . r _ . . . a ♦ 1 ." , . _ . t--';' i � w ':- , \ .1 \ ,i,..-'�' 1 to .,4 a ++a .+ 1- A i I ... . o \ ;' - ',.`++.'{'� o, a. a" SCJ ! �a �_ . .rt. \ 'STABILIZED '.`. '_"a'r'.`. r S 33'11 01 E -' '� + I� 9.00' .` _..,., " ! '- r, (; _ .� ? r CONSTRUCTION . _ _ . _ _ s \ n/ I ..-., L.L.. �� T_ _ ._.........__ » . 9 /'.'r7j 7� .'a` ` .ENTRANCE (TYP. „ V w ;'��;L- `t '� ', . . .- r` " !Jj 1'�" 1c) `j»W _ . . I-. . ... -. - . .,, "� _a . " `V J ! . 1. 11 .., f : Mtr. "`-�" _.... .....,., --- -- - -•- - -.-- --_ / _�..,.w, 7 k R. Y tt ` -.,-.._•-..- ..'«•3^"°"•'. -__ __11 11_ _ .--_, - -" d h,.../ r ..+r § 4W . 1. ...- .._ s ` '§a ', -.•.,. .,^^'--- �� ,-:,\ L w J 1 - Y �.y, ,y ,,. i S ._,.„,. ......_.. I'll ' `\ `, `, .-.._.._»,,,<,.......a_.,...».-_1111,._.,-1111"" ,C?`S r ! ° A. z�v .r „ x . •'r'`% xi%;�,• ': i . _ . r r . r . r . -""+.�"_, ..••''•/vI .r^^°•^^-" :! C_�'_t' .✓ ,.^°°,•..w i! S i.� t r, +.;a 1 " t,. U t' I O3� 04 1 16 i J L w . 1:, -. N ,, 11 iOs } ` 2a r L--' -,- - �`l c"-.:.; r-% 1 ,,. t J n. �� r...-n ID J2 . 33 11 277.04' ,> a N` .. W LL o ' N 18 34'20" ::.� \\- - _ to W 2 0 .r '41 __ w 26 ,.. , IV r, _ - -, i r, _ _�-_ __ _1111. - .,., _, ... " • t` I (HOBSOPI DR E) ,t N w Q o t.. _,...-rw_�,,. .,..,-,,, _ -- t ,: t r ✓ ! - w _ _ \ ' (� u,..,� t \ v. �� _ Q� . r. O % 2 hll _ _-i o .. , 8 ,. ... Ili - ` - ,,e, \ , .3 /- 00 - y 3 `,Y., S 155'02 08 W w J _. V . -`` I' .? _,`' A ,� I S 18'34'20" . ... , k, r^ p o� '': 't r /: -< �« 0 3 f' 2742". \ v J % 20 W , \ r 43. _U 96' E ,1111 ,� f � .,Y .: t ., f1� t.,ri../ V ..1111., _` '\ i N 0 F MARK A. FARINA / _. �_ a, : r i� +' _ `', \ , r' / / / _.. Y M _ Y `r,,1. `�r �. 11 i .,< _____..,. \;, O ..- N Q � „i , \ & BORAH A ARI NA . .... 1I-- , ,. T i 355 HOBSON DRIVEF ^ s•,2 t = Do MATCH LINE NOTES: `, _,-." r ATTITUC N 52 w>� - ,"�' --..._ „ �, a . i M Y 119 Z .r1 t :.i��L.. r' 11 . . ,.1111 ... ; 't ,� -u- u 1. THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, �:"i'= v ; \ t i �',` <".': i N/0/F DEBORAH A. FARINA . F't;! lr:<,, 1111 ., i �.w• �� \ r ti; \ .;..?, _ ... - i GIVE SHOWING THE EAST PORTION OF THE SITE AND ONE < :, ,'. - 355 HOBSON DRIVE t ! SHOWING THE WEST PORTION OF THE SITE. THE �` \ ; ,``, / ' '" ,,,,. - ' o l z " "x' " ��''• MATTITUCK, NY 11952 248.23 °,„ > 1111 j t _ MATCH-LINE" PROVIDED ON EACH SHEET DELINEATES THE ,�l ', " `; '~ , X ~ „{ ,, t t, t ', ,, ;� Ve.� ) `� % , '°„`».,a,,....w.�:.,,. : ✓ r W . .. � '4iBOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND ;` :;; `r.,i `'; �`t �- _._._. ..x--- '' - " ° `z' _. _._._.-...- P O ,.:; s - x _.._ x THE SCOPE OF THE SECOND SHEET BEGINS. \1 `,E' '• ,,, ",;" " _� _..w 'y;hA _ X. ...., x_ :._�� � ... .....,•.\,. . j• �? N,•` ~�...z - F- ,.. ,�.,C?, ,r, _...__.-. .. .., v �X_ , ~Y ONO ', x t ! ' ` S 27 52 5 _ ..t:__-�__x-.----_ x\ ...,. .x....,�..`£-�---- c.� �� !rn / r Z O 0 E \ _ ;, �,,,`.. `, \` ,.�:,:_=�-.�x ,yam � _ , k,z,� � -- 2. RIFER TO THE SECOND ,:t ',,k':.; ;:,, ,`:. x _ .__ x .;; .- \.,. ._e..z�. y.., . �' _,.� �3 //^� (WEST) SHEET OF EACH MATCHED k - �,> ,33 N O'�F MAR ^/ _ vJ ;.,',r?: ," ' � l) -x---- - r.�L,c = , \ 33 34 \_ J S 24'1 E 129.64' ,'' f/ ' / /� / / / X r,f�""" / � �r W / 1 r , MATCH LINE - EAST SIDE \ y� — — __ __._._ -...._-__. _,__.._ ............ MATCH LINE - EAST SIDE , 32 _ x x- _k -x Q MATCH LINE - WEST SIDE '` • � � '� _ ,� �j , � MATCH LINE _ .W...� r / WEST SIDE v . t ^ t , l f Ix \ i :+. g „ I ,, a'L ,, r.>. •, � I � ' G,a..,,:a�_'�.. _, .aer:c_�._ I �!< ' iJ r .8" i .. , + / �t Ir \\p�::m.:;a"es:. mx::::aa++:x.:x I I I ` � t r ,Y J ;', 1 •}, '• / I `•.�„ >•c � �"ti../ .. w/ i I ( � � � j� � � +.... �+ tJ r � r ,f f r j' ,' .,`i 1 , �" C. , / i J f J _1 6 _. ... _ v > U'^ r�� +/ •,.:�s"v� `__. ..,. / _.. , / tr / / iii � '' I a� y ,. i 1 LII; Yt 26: 0 lob„ }} t r r : \ ♦ a w ,d' a ♦ ♦ 25 .tea ^' I i }{` tJ t // /, / /'/ t Z a , O _ %S 21-04'55P E' Lai 24 t0o - t '” N ":r ✓ / CD O N ' /' co W 23 Y .�/ ,a. .a 24 / / /r �bya'�1S Q� SILT FENCE (TYP. NOOOx � w W `l U L`i; /' �' - / N/O/F 9025 MAIN CAD LLC.% , .« W cn a z I- 10095 MAIN ROA 4/UNIT/4 , ;' /'' p a m°z 21 / ^ MATTITUCK, NY;`1195 t S.C. .TAX Nb. O c0 Y w o 1 r Z. A � OQO 122 6 8' ,' Lu ' Y' N•x `L e\r /.-"a.` ,../� .��lr 1 : ff r' ;/� Z u.W w z IL F-¢ W fu 20 / `. •-• 7. a d�x W W rZ OD<Z , , , J 0 N wOzaa� w Ow o T— M ! toM a ->� UzO it'. '; ! ;fit? ,'le1' x/ �• t r ` I I Ili I N fDLL �w�¢�- 1 `'i ` -4 '1 a. `�O j '! "� I DC7 I I 1 O o l Ln a D O zowzf a4 ,;� i�"%: ;'` 'Y\ \ I,,, �, -,' .fir"" I i =.I '� i �`` ,r• O O ¢a; .NL..''.. J`,S tLL 111. q ..\ti ( ry _ tt i i O M w F��z ]j5 O j z pF¢C7 UJ �z ;iF¢K z W 9 LL, i, \\\'• \, V /' r Z f°iJ a Z Ul CID w a LL x F 0 v a H LL NOV 2 2022x��°aF ..........'_',;� ggZ LL z Y U Southold Town 1_-�.,.....p o o W I Planning Board ? o g W U S 57'04'45" E ACT. 13.41' ACT. * - \ \ Q _ a W, N 80'56'20" E DEED 11.07' DEED " „ STAGING OF FACILITIES SCHEDULE -� .•.,3 ; •,;•: •L � .(,+ J Jar. "t � ' `L \\\ �`\,�,,\`,\ �� \ N f\ STAGE DESCRIPTION OF TASK REMARKS V S NUMBER w J at 1 INSTALL SILT FENCE AROUND THE PERIMETER OF WORK SITE BEFORE START OF CONSTRUCTION 0 2 PROTECT PUBLIC RIGHT-OF-WAYS AGAINST SEDIMENT, SPOIL AND DEBRISCONTINUOUS PROTECTION / /f \ \ \ • -- V"L \ \ �. \ 3 INSTALL AND PROTECT FINISHED SURFACES IN CUT ADJACENT TO NON-PROTECTED SURFACES CONTINUOUS PROTECTION O Z 0 r /� ����` 4 ESTABLISH AREAS FOR ON-SITE CLEANUP OF TRANSIT VEHICLES AND EQUIPMENT CONTINUOUS PROTECTION W Jv \�E O"��. ''� �6 "•.,,.,�\\ \ \` \, 5 ESTABLISH AND PROTECT AREAS OF SPOIL AND TOPSOIL STOCKPILING CONTINUOUS PROTECTION _� 1106 MAINTAIN FACILITIES THROUGHOUT CONSTRUCTION CONTRACT (SEE MAINTENANCE SCHEDULE) CONTINUOUS PROTECTION N -�- ' 7 INSPECT THE COMPLETED CONSTRUCTION CONTRACT, DETERMINE SATISFACTORY COMPLETION CONTINUOUS PROTECTION t 1 tp \ \\ 8 CONVERT CERTAIN TEMPORARY SEDIMENT CONTROL MEASURES INTO PERMANENT STRUCTURES CONTINUOUS PROTECTION W W 9 REMOVE OR MOVE CONTROL FEATURES AT THE END OF CONSTRUCTION CONTRACT CONTINUOUS PROTECTION 0 VO W -Z Q 0 10 REMOVE PROTECTION AT PUBLIC RIGHT-OF-WAYS AT COMPLETION OF PROJECT 0 N W o Z I o Q \ 0LL W Z \\ 'moi\L S `—O ..., s..` �. EROSION CONTROL MAINTENANCE SCHEDULE CD � r r / l �\. � � O YY LEGEND:EROSION AND E Z �r 259.53' / - - \ N MAINTENANCE REQUIRED ^�^ _ po SEDIMENT CONTROL - ITEM DESCRIPTION INTERVAL Z L.�.. F-LL '. N 23'19'50" W NUMBER " 1 PERIODICAL MAINTENANCE, REPAIR AND ADJUSTMENT WEEKLY V F-L DRAINAGE INLET PROTECTION �Z 2 REPAIR AND ADJUSTMENT FOLLOWING THE FORECAST OF RAIN (OR INCLEMENT WEATHER) DAILY AS REQ'D z `r -0--- SILT FENCE \' 3 REPAIR AND ADJUSTMENT AT THE BEGINNING OF RAIN OCCURENCE (OR INCLEMENT WEATHER) AT OCCURENCE 0 I 4 SUPERVISION, REPAIR AND ADJUSTMENT DURING THE FLASH FLOOD OCCURENCE IMMEDIATE j CONCRETE WASHOUT aD ^ I 5 REPAIR OR ADJUSTMENT FOLLOWING ANY DAMAGE REPORT (DURING DRY SEASON) A.S.A.P. N C'n I CONS-RUCTION ENTRANCE 6 OFFSITE MAINTENANCE AND CLEANUP FOLLOWING TRANSPORTATION OF MATERIALS OFF OF SITE AT OCCURENCE E� YODOCK WATER FILLED BARRIER 7 MAINTENANCE OF PERMANENT STRUCTURES, WHEN SEDIMENT REACHES 60% OF STRUCTURE'S CAPACITY AT OCCURENCE N 0 8 CONVERT PERMANENT SEDIMENT CONTROL STUCTURES AT THE COMPLETION OF CONSTRUCTION CONTRACT WITHIN 30 DAYS `14j SEDIMENT CONTROL FILTER SOCK / WATTLING 9 REPAIR AND ADJUSTMENT OF PERMANENT STUCTURES AT THE COMPLETION OF CONSTRUCTION CONTRACT WITHIN 30 DAYS o w 1 N N THE ABOVE MAINTENANCE SCHEDULE APPLIES TO ALL ACTIVE FACILITIES AT THE PROJECT SITE REQUIRING PROTECTION i JOB NO N/A EROSION AND SEDIMENT CONTROL NOTES: AS WELL AS PROTECTION OF THOSE FACILITIES LOCATED ON THE ADJACANT PROPERTIES AND/OR PUBLIC ROADWAYS. o DRAWN BY DJS 1. REFER TO SHEET 10.7 FOR EROSION AND SEDIMENT CONTROL DETAILS. O CHECKED BY ECJ 2. ESC PRACTICES SHALL CONFORM WITH THE NYS STANDARDS AND SPECIFICATIONS z DATEFOR NOVEMBER 21, 2022 � SCALE AS NOTED EROSION AND SEDIMENT CONTROL THE BLUE BOOK"). PF 30 0 30 60 DRAWING NO. SCALE 1" = 30' FEET G'-3.4 >" w 1 i x m N/0/F �.• ` EN 13870713.1518 074.4891 § 11 N/0/F < 9255 MAIN ROAD, LLC �, --• ° COUNTY OF SUFFOLK RETAINING WALL "A", 266 LF - MATTITUCK, NY 11952 P.O. BOX 64511 330 CENTER DRIVE _ , l l � Y t Z , t , RIVERHEAD, NY 11901 ry � l k . , l Y Y t'Y t Y r 1 Y', r , S 24'04'20" E , :•.; � .; ._ = r _ ..,• .-..,. x } }. .� _,_...?.�... . . ..t._1^..L..�....+..�_�_x- >-( \ STA 0+00 � � ..,�._..� ; :_. ..�_.� _� �..�..>• .� ;, � jl* s n Alit# A& +riq& 9 o190, 4r, r� � O - - - - - - - - - - - - LP +. - - - - - - LP �: 0 W % . � C9 1 a ` LP ' � . LLJ AL N:300657.1681 po L. SS c� �pQy�� y AL cc E:1387029.8144 , ;hk` DI LP « LF • .�XZt�s 131YA1310H ay '' Z� tit,.n"• i«' +- `• •.••• i'' - l DIDI ` �� • ♦ y♦ .' �` ro ''' '' •'Cs a s CC DI .' t LP �'}til 4 Y� � I � / � + `�' + •"� .t , ` + O LP SS 10' WIDE CONCRETE 1� 1� ♦ ♦ ♦ .' Z 7„ • ENTRANCE LANDING % _ _ 1 `+ ♦ �• CONCRETE STEPS `�� CC A. Al Z o O a •', ,•r O ♦�' •��5�'1!X"�"��. RECEIVED C1 - _ .. A � � C1 LP♦ r W N N �, ♦ . cc : ' ' . . , . ♦ NOV 2 2022 Z � o �- L ' ♦ `. I O Z \ ;',l • CC �� ` L 42 9 L_ -- - -- c `, s` ��� ♦ ` Southold Town Planning Board ' DI 4 1 I So DI a Z. \i 0 �r _��..I .- r t 3zZ�o0 LP LP BUILDING B BUILDING A C1 �� o r . . . . +` '� o°M W,�Q ♦+ +• W. `I 1 CC 0731 l -.�� _M o m a + qL °z CC SS QaaQQQ r F- •O-• O v~i w w CID nfVL I M t♦ �Zwoa� . `. ♦ . . . . . . . . �O r Z JQ=OZ 1 V r . . . . . . . . . . . . . . . , ❑� Z Z F-O�Z `'}• ` wowzw- " Z LL�nw�°Z w SS ddp i r ♦LP` 9z 0 c o LL W a 0 ® d0�o r DI �I �a°aK cu IU �Z ' CD v "N LP LP i o ; i S ✓✓NNNJ// ♦ ♦ . . . ♦ ♦ �O U) CO o a -Z-w N ' 0 F-i= 1 1 r ❑(� o 0-,."f) o W W I + w U w cc .. 4"Z_ I 1 `6♦ '} ! '1 'I^II�+InI�+II^'' a � ¢E-w O bj AL Q¢ �I 1 SLP♦ . ♦ '`; N CLL U I STAN 0+00 O v �1 + FLUSH_CURB ♦ .a — o W o€ RETAINING WALL POOL 1 1 • 3 o °Fn Z W,w .t2' ' o zw� qn .,B,. 80 LF O 1 - ` . ♦ ♦ .'. . . . ♦ ♦ 'o'-' O l N O 000,a� N 21'56'21" W �y3 +' ' . 11 ++ � ♦ . . . ♦ . ♦ ♦ , . . ♦ ♦ Y ✓ N }} �x , N <Q o o n 10.87 �� O 1 `L =w wio ,8 .LP AL `t ISI _ p w o w O 1 ♦ Ss k t ~JU`r oigopa� 3 '. LP O O C1 M . 1 v, 1 . oW>Wa' Y CC RAMP M AL♦ ♦r I \ w ¢ _ C9 . - , Z LL 9N1 >latld �• '=k `? l ^talc w 3}o U Z aLL zw DI `♦+•••♦ -aIhVO Ma31YM � ••• -O♦•♦ 1 noa° ° :✓� ` �u mgz5w° • O O Y 1 N:300401.7048 FF ♦ . M . . . . . . .t' E'1386838.2756i o LL Z` �- ♦'. O �FowNw i 0.. Ss C.x D*'�` t'., BUILDING C . A.• *0:6: Lp . . ♦ , ♦ . . . . ♦ , . . . ♦ . . . " _> a X • 3 Havd •�•♦ . y . LP + AL o •T � . � � a31tlM �♦' ❑ +.•. S 3311'01* E CC . a o'.` `-♦` O �'. ♦ . ♦'.' �`� .1 9.00' «« * ♦ O CC MOUNTABLE CURB 0 - • • •♦• • • • • RUCK LOADING O ♦'. . ♦ . ♦ .' ---------------SPACES ---------------- REFUSE ENCLOSURE ® ,A-- Lp rn 00 ♦� z (REFER TO DETAILS)' ® ',` - LP • LP uj z c� O LPN 300335.418 W �Y r CC DIOE LP E:1386786.8468 ,J .�. �� ♦� — LP LP DI o 3 :IzO s I c� �} J LP LP PROPOSED F-- O j 277.04' LP G) t UTILITY J 0 W »' ' L. , N 18 34'20" W _. ._ N i EASEMENT "Ul" Z J W "' �. 1,438 SF W ` W a OZ : i...; "� ,. , w W •.d,,,,"` .........-..w......w..--._... .._,.._"_,.........- ,..»....,.... „_,„...,.-..,...,..-w...."..._,,....,...»....,.. Z GL ` ~l 26.41 20 i, PROPOSED UTILITY f _.. _ o G W Z� EASEMENT "U2" 4,493 SF �` 228.00' �� S\55'02'`08" W Z o a >z k :., / ✓ 3 181.83. - �,...� .. ,.� W J c.) 0 S 1834'20" E )laud . PROPOSED HOBSON " 1.74 <<1 w o 0 ...j --„ e 43.96' a31Y ,per DRIVE ACCESS & N 20'27'42 W N/O/F MARK A. FARINA ® «- ._ ^� LP UTILITY EASEMENT Q Q YY & DEBORAH A. FARINA Li - - n " �' UJ e s I �• Q _ 0 355 HOBSON DRIVE 4� r Al (5,690 SF) , g NIATCH LINE NOTES: "' r MATTITUCK, NY 11952 ` `i LL Y 1 Q U FC —LL 1. THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, ~< {;i` `i•• ONE SHOWING THE EAST PORTION OF THE SITE AND ONE k" r 11 N/0/F DEBORAH A. FARINA txr } ¢� D 355 HOBSON DRIVE SHOWING THE WEST PORTION OF THE SITE. THE 1 " " 7 LP • � � Z � � MATTITUCK, NY 11952 248.23 ,..°1 w "MATCH-LINE" PROVIDED ON EACH SHEET DELINEATES THE "`� ��;";�, �� �^ LJ �„., \ w BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND ": ,;' A `\ FC THE SCOPE OF THE SECOND SHEET BEGINS. l �. Y.•,:: '' x=----x r\- : o z 00 �.. S 2752'50" / _ `' .�..x �.... y,..,_. ..�, Y' �` „„ 4 ,� •,:ti E p -X__--� F y Y cv Q z o cv 2., REFER TO THE SECOND WEST SHEET OF EACH MATCHED -' "-�i"' —x J x �'�'" "' "mom J x -�-\r '_'y""Y' ,'<..,,.,., .' N 0 F MARK A. FARINA / OLi PAIR FOR NOTES, SCHEDULES, AND LEGENDS. NOTES OR r r ` "' ' ,Y, ;;. , i �- Y X' r = % r ti.� .. & DEBORAH A. FARINA N LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR #' �r ✓<' " ` �O -" 355 HOBSON DRIVE •0� ���o = ` N N APPLY TO BOTH SHEETS. �' MATTITUCK, NY 11952 p ci age* 0 cN a•z i JOB NO i•\ i age# Y JA rr� +� ,N ► F S 24'1750" E ;E: ^' -,: 129.64'} f \ `, o N 1A C ":. } DRAWN BY MATCH UNE - EAST SIDE �\ �`" �r / r = —" j MATCH LINE - EAST SIDE o DJs t;l_'k x x is x x x x x� LP " ,'�" a � CHECKED BY ECJ `kt Z h MATCH LINE - WEST SIDE . ' y� \ { MATCH LINE - WEST SIDE DATE CONTROL ` _...,..:' Y ,..ti. �,.Y.. 't NOVEMBER 21, 2022 U SCALE AS NOTED 30 0 30 60 � �d DRAWING NO. SCALE 1" = 30' FEET C-4° 7 _A . w S 2417'50" E 129.64' 3/4" R INSIDE MATCH LINE EAST SIDE LP MATCH LINE EAST SIDE -7- ----- MATCH LINE WEST SIDE MATCH LINE WEST SIDE CONTROL y y .r ,­y­,,­�­'y r\, -Y"y Y"I-'"Y-1_y,Y_`,-Iil'"i BLDG CL P� CO 12' X 34' LP m 7 >. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. PS u L�p css J01, LP LP AN 30,000 GPD WWTP C12 _2 U) LP z 0♦ L Z Fn LP WWTP EXPANSION AREA ;I Dp > AL +4AL +++ U, r + + '***41(_Dp W .. . ........ w 0 \c SS, LP vp Ni 10' SETBACK To RAILROAD cc PROPERTY LINE LP LP \ ��=�. CC 75' SETBACK TO 0 RESIDENTIAL PROPERTY LINE cc + +4 + AL LP .+ +.+ AL ++ +:' . . . . . . . ++ + +,.+.+ 0 ci 41 + Z LP 0 SS 0 0 0 S 21'C450 E 78.22' DI 0 cc C-4 000 +:* 0 0 c In tn DI AL 4!s, 7m,.-T + + - - - - - - + +.k LP + LP ++. LP <OLL Z 0�w O. Tzro_R WO a- ss 0 z W,0.0 0 BUSINESS (B) DISTRICTSawa~ ZONING COMPLIANCE TABLE Z VAPJANCE REQUIRED EXISTING PROPOSED REQUIRED NOTES TOWN CODE SECTION DESCRIPTION 6 0,>z N/O/F 9025 MAIN ROAD LLC BUSINESS DISTRICT DIMENSIONAL CRITERIA: 10095 MAIN ROAD UNIT 4 z §280 ATTACHMENT 4 MINIMUM LOT AREA(SF) 30,000 325,273 325,273 NO t-M 5:Z CO. 0 MATTITUCK, NY 11952 S.C. TAX No. U)Lu af J 0 1000-122-06-28 §280 ATTACHMENT 4 MINIMUM LOT WIDTH(FT) 150 514 514 NO III,'z 'v OU -w MINIMUM LOT DEPTH( >1 - LP §280 ATTACHMENT 4 FI) 150 695 695 NO 1.01 LP §280 ATTACHMENT 4 MINIMUM FRONT YARD SETBACK ❑(FT) VARABLE 299.63 142.09 NO 0= z<z 2 1�0 20 Z Zo W� §280 ATTACHMENT 4 MINIMUM SIDE YARD SETBACK(FT) 25 22.54 36.90 NO 1,0 w r-0 u-- §280 ATTACHMENT 4 MINIMUM BOTH SIDE YARDS(M lc� OL Z�, 0 + + 50 75.08 94.40 NO 0 -0 Lu + Psbt 0 , :F� , §280 ATTACHMENT 4 MINIMUM REAR YARD SETBACK(FT) 35 89.49 13 <d En 5.50 NO Lou w w §280 ATTACHMENT 4 MAXIMUM LOT COVERAGE(%) Ew �0, 30% 17.65% 21.38% NO 3 U) wz oc F3 §280 ATTACHMENT 4 MAXIMUM PERMITTED HEIGHT(FT) 35 NIA 35 NO 0z z R) 0 Q CD 2 NA 2 NO op: §280 ATTACHMENT 4 MAXIMUM BUILDING STORIES 0= DI 9 UJ 0 0 0 f%O 7 .-w 4�Q Wz.0,w g WETLAND 0 a cw,t-z EXPANSION/MITIGATION HOTEL LAND USE 1 z Lu DI E, 0z w AREA 2,749 SF §280-48(B)(2) MINIMUM LOT SIZE 3 ACRES 11.83 ACR ESIS 11.83 ACRES NO 2 T_ P,:a.Oz ce) NUMBER OF UNITS(1 UNIT PER 4,000 SIF LAND) al §280-35(B)(4) 121 N/A 121 NO 2,4 wx 5;.0 E<Oz \r C) OF §280-35(C)(2) SANITARY ACCESSORY FACILITY N/A NIA YES NO CD U�j 0 z 04 M r--w- LL L,�'­Z a Z 2 - 0,1 12 FO:1:1?9 0 PARKING REGULATIONS: ct '5 0 Z w cc tc�t §280-78 REQUIRED PARKING SPACES(SEE PARKING CALCS) (n CD 9 2,�w-U.,uj 418 1367 576 NO (n L) E3 (0 §280-79 REQUIRED LOADING SPACES(SEE PARKING CALCS) NO cli C) 05 0z Lt�, 2 3 cc) W.E �-w Ou LP LP: I "i *A `W: N NOTES: Ej r- w 0 a) It uO-0,�-D_ 1. HOTEL USE IS A ZONING BOARD OF APPEALS SPECIAL EXCEPTION,SEE 280-48(13)(2) w, �L_u 1z_00 /w 1, 0 0 v1, 0%, JUN:: 2. THIS CALCULATION IS BASED ON THE COMBINED LAND AREA OF BOTH PARCELS INVOLVED(SEE SITE STATISTICS TABLE) u, 0z J_ 2, 3. THIS CALCULATION IS BASED ON THE TOTAL BUILDING COVERAGE DIVIDED BY TOTAL BUILDABLE AREA(SEE SITE STATISTICS TABLE) co 1z) L6 O 'w z urn uj, 4. FOR REFERENCE,SEETHE PRIOR REVIEW LETTER FROM THE TOWN ZONING BOARD'S CONSULTANT,NELSON POPE&VOORHIS,DATED MARCH 20 2020, W�z C) M o-,Z, WHICH INCLUDED AN EXPLANATION OFTHEYIELD CALCULATION FOR HOTEL UNITS ...NO MORETHAN ONE GUEST ROOM PER 4000 SF OF LAND. 8 Z� w uz, 0 3.5e 10 a- OD 0 ui>.Louf >- waz d< Q, 0 <z- OW<4: 0 LTI -L 0. M- o. U Z LL 0 LU) w 10-z Oz NiliP LLZ5, LEGEND:SITE PLAN KEY NOTES ZO >_ to <2 0 L) LP SYMBOL DESCRIPTION DETAIL LP M a. W'W w Lu Lo 0 Uj(L S 57*04'45" E ACT. 13.41' ACT. m i CURB, CONCRETE SHEET 10.5, DETAIL 05 F_5;i-E >wl N 80'56'20" E DEED 11.07' DEED + CURB RAMP, CONFIGURATION TYPE 1 SHEET 10.6, DETAIL 01 "A CURB RAMP, CONFIGURATION TYPE 9 SHEET 10.6, DETAIL 02 ss DRAINAGE, INLET SHEET 10.3, DETAIL 01 & 05 PAVEMENT, ASPHALT DETAIL 03 & 04 C) SHEET 10.5 (A _j Ot PAVEMENT, PCC (PEDESTRIAN WALK) SHEET 10.5, DETAIL 01 _j SITE STATISTICS PARKING STALLS, RESERVED ACCESSIBLE STALL SHEET 10.8, DETAIL 01 z DESCRIPTION UNIT PROPOSED QTY EXISTING QTY SS PARKING STALLS, STANDARD STALL SHEET 10.8, DETAIL 01 z < LJJ AREAS SITE FEATURES, CHAINLINK FENCE, 8' TALL WITH PRIVACY SLATS SHEET 10.6, DETAIL 03 OE :ro EAST PARCEL SF 325,273 325,273 SS >_ BUILDING COVERAGE SIP 103,484 57,408 SITE FEATURES, FLAG POLE SHEET 10.5, DETAIL 07 D BUILDING A LP 0 SF 5,945 SITE FEATURES, FIRE HYDRANT SHEET 10.2, DETAIL 02 _j 03: , BUILDING B SF 69,809 z U)LLJ FS SITE FEATURES, SAFETY RAILING, 42" HIGH SHEET 10.5, DETAIL 02 _j iii LL.z .1 BUILDING C SF 4,503 uJ < > 0>: DECK/POOL AREA SIF 23,227 LIGHTING, LIGHT POLE SHEET 10.4, DETAIL 02 & 04 LI-I < PAVEMENTS SF 119,265 198,288 2 EE 5� zl'- AREA, LANDSCAPE SHEET 10.9 0 LANDSCAPE ILL SF 102,52T 69,577 LIP z 3:z WETLANDS - w L) 0D SF - BOLLARD, STANDARD SHEET 10.5, DETAIL 06 0 w OTHER LANDSCAPE SIF 102,524 69,577 to SF Do BOLLARD, REMOVABLE SHEET 10.5, DETAIL 06 WEST PA SHEET 10.5 D < 0 SF _T RCEL SF 189,984 189,984 RETAINING WALL DETAIL 05 BUILDING COVERAGE 240 - < po 259.53' SF LL_ WWTP BLDG 240 N 2319'50" W PAVEMENTS SF 75,097 - LL. LANDSCAPE SF 114,647 189,984 D <W WETLANDS SF 18,426 18,377 j OTHER LANDSCAPE SF 96,221 171,607 1 l-z 00 TOTAL SIF 515,257 515,257 c*4 < TOTAL WETLAND SF 18,426 18,377 _1d EASEMENTS SF 11,621 - BUILIDAELELAND SIF 485,210 496,880 cD RECEIVED 04 JOB NO. NOV 2 '10 2022 q_,j N/A 0 DRAWN BY 0 DJS SoutholdTown CHECKED BY Planning Board 0 ECJ z DATE VRI I NOVEMBER 21, 2022 0 SCALE 30 0 30 60 cr) AS NOTED 6mm1!%mm1_m DRAWING NO. SCALE 1" = 30' FEET C-4.2 U) T 129.641' *m S 2417'500 E 1�i I MATCH LINE - EAST SIDE r x x x X—X—X—X x r MATCH LINE EAST SIDE • - WEST SIDE MATCH LINE WEST SIDE MATCH LINE CONTROL 04 BLDG 12' X 34' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u PS 12 LP LP A CO\ 30,000 GPD WWTP A:) LP LP x.liLP U) z z F�u 0 8 WWTP EXPANSION AREA )p D9 0 > F- W • ( 8 ) r ++*+* W \r L LP k C14 1,, ct LP 10, + 77 81 +♦:+ 0) 9 c; G) ++++*.+.+++ z 0 ++* + 0 0 0 0 '4- S 21'04'50" ., E C14 78.22' 3 "A • • ffrrm LO V) r 0100 + 0 Fm 0 + +++ +++ + + r 'z Lu:01-0- r.-O' 0, 0 M <mzwm 'u, W.-<W. 10095 MAIN ROAD UNIT 4 -c' Z'Im N/O/F 9025 MAIN ROAD LLC U ox< L cn 0 MATTITUCK, NY 11952 S.C. TAX No. CO W,z 0 1000-122-06-28 ti 0,5z (L'W Z< 0 Z'2 0(1 W 0 IU Z w z -'T op '.4 9 + A, 0 0 0.0 U"z + + 0 Lu REQUIRED OFF-STREET PARKING CALCULATIONS (TOWN CODE§280-78) c/) z 'z Z5 10 zo z Cc" CALC. REQ. NO.SEATS P:<1 Cy 0 DESCRIPTION CRITERIA* OR UNITS AREA (SF) SPACES SPACES 0= E2 (0 , :2, 'y) u-,Oz .0 u-, 0 RESTAURANT 1 SP PER 3 SEATS 275 92 92 0 (0 W (D W aim.9 0 ORI SP PER 100 SF 5,815 59 29 1.,-zw zw CATERING HALL 1 SP PER 3 SEATS 300 100 C) cv) OR 1 SP PER 100 SF 11,033 ill ill (0 1,U"<-0:0:) L�u 01 C:) 'k HOTEL 1 SP PER GUEST ROOM 126 126 126 C-4 cu F,W z<;� 0 AND 1 SP PER EMPLOYEE 50 50 50 \0 k, (D LL m�-0z 0 z 0 INDOOR RECREATION 1 SP PER 300 SF FLOOR AREA 11,521 1 39 39 -U) I 1 12 um,W.��� AND 5 SPACES PER COURT - OQLUWW CD Z''� C E'= <tju'm AND 1 SPPER 200 FT OF RINK cNi CD 8 W< TOTAL SPACES REQUIRED 418 CD I- "Tu -0-0'�n' 9 a) c 0 0 Z'o' , " 'W la: W. Lu C") W z PROPOSED PARKING COUNTS La En DESCRIPTION REQ.SPACES V.- A z u, c C:) M�z UNDERGROUND STANDARD STALLS 208 F- Fq 8 Z. ✓,4 UNDERGROUNDADA STALLS 2 .0 V-5-Z <>0 cq EXTERIOR EAST LOT STANDARD STALLS 166 WW>m z -< 0 WL EXTERIOR EAST LOT ADA STALLS 10 <z 0< <-'y -0 W .m>�, O EXTERIOR WEST LOT STANDARD STALLS 190 a-Lo'<C,z ZW z W 3:,�CF)Z EXTERIOR WEST LOT ADA STALLS - W <z 0 W 0, (00 -43Z TOTAL SPACES PROVIDED 576 '< W W Z C)Z IBMLL - 0 0011 'v TOTAL ACCESSIBLE SPACES 12 c: M Lu'n uj w(n, twa. REQUIRED ACCESSIBLE SPACES(2%OF TOTAL) 12 To S 57*04'45" E ACT. 13.41 8 >W1 N 80*56'20" E DEED 11.07' DEED ACT. N 0) —j ♦ do F-: z W OW =0 RECEIVED�t r Q o F- [NOV 21 202 03: z U)LLI --k W LLZ ✓A Sodtho cl Town 0 > 0 4� Planning Board W < 50 W Z� 0 0 0 LL < z 0z) 0 to z 90 LEGEND: SIGNAGE ABBREVIATIONS 0 YY ABBREVIATION DESCRIPTION < C) m po SIGNALGE NOTES: S1 STOP SIGN u- N 2319'50" W S2 VAN ACCESSIBLE RESERVED PARKING C) Z 1. ALL SIGNAGE SHALL CONFORM TO THE MUTCD AND THE S3 NO PARKING ANYTIME <W NYS SUPPLEMENT TO THE MUTCD. S4 DO NOT ENTER J S5 NO PARKING - LOADING ZONE (R7-6) 00 S6 ONE WAY (N < S7 NO RIGHT TURN -16 S8 INO STANDING ANYTIME 7 : (N S9 INO STOPPING ANYTIME EXCEPT BUSES co0 JOB NO N/A 0 0 DRAWN BY DJS O CHECKED BY ECJ Z DATE LP NOVEMBER 21, 2022 C) SCALE AS NOTED 30 0 30 60 DRAWING NO. SCALE 1" = 30' FEET C-5.2 s W 0 m c Z Z 0 O I-- wl U W W VEHICLE ELEVATOR --� _ (VALET USE ONLY) � o Z o. / 5.5 25.2 0%00 BUILDING / S2 SUPERSTRUCTURE 0 ' S3 ABOVE (TYP) 0 �, Z � � N N S2 � O � p LLJO v�6�dols �OQ�" CES 40' X 100' CLEAR STAGING AREA FOR VALET OPERATIONS a LLZLL'w 0000 LL F 0 I w 31ro� a waHo 50". UO zy1: O z F a 7 S Q Z Z K 19 I Uwawaui '. o¢WaZFx p wOvx<z . NOTE: ��xzm TOTAL COUNT OF VALET STACKER I O co Y w o Q Q N� O- PARKING =208 STALLS ti o w LL w 0� rzwo ❑� r w J a x K Q p �� �• zz12~O2 Z FvO12 Z w <nw�00 7QG I Q 6 oLL�W < O O 02. I fa y`.Vi O w lXj,2 W J G V n Zau. Y (0 J O 0 O 0 z000 �s I CO F=a=6ww G ❑0 O wLo,�aOE:w lP "'zw_Z1,UwZ y � O Co Z r I O U W U w f.Ct� 0 r FaUt9`-`Z x O M ��zWQ� d. co BUILDING p j W k a o SUPERSTRUCTURE I LL. o;�o W zo �owz jl' ABOVE (TYP) - — o �' O O zujm a 1 � SZ~Lu �N 9 I N p oo�a> rLp 1 W. Uw4 O CO W. -W 0 19 I N LLo �t -a LzO wyzLLOw i� xwWi O 1 �oaowo I (_p �ij,<nw�7 o C) at WUW 20w I � ME . 76 I.� o�oIQc- / � I- U a z- <- 76 UZ�z�w aO.0ODy z1awzp mar Vj owrw / w}a�°s a Z N I LL i 76 10' X 19' "QUAD STACK" Wm,o VEHICLE STORAGE RACKS z w 3 o z N (VALET USE ONLY) ` � wgr$U m Qo'o ... ................ (�N LL 2� 1 co S Z S m LL -- ---•-^ S S U \ 0 o�oW�w i -- U 2:0 \ HS�aFz-w \ 24 I 32 � / z U o J LLJ w0 F- 0- < < -QQ O Z a- w °z . CD W w Q o Q z� Cn 0 z � < LLw o00 J ZO � Q = 0Do c� Y L U �L . z O = QC UJ 0 � m N < Q 0— RECEIVED NOV 2 12022 N X06 No. N/A i Southold Town 0O DRAWN BY DJS Planning Board '- O CHECKED BY ECJ Z m DATE NOVEMBER 21, 2022 SCALE AS NOTED 30 0 30 60 ; DRAWING NO, SCALE 1" = 30' FEET C-5.3 W < 0 0 C13 N/O/F N/O/F 9255 MAIN ROAD, LLC COUNTY OF SUFFOLK RETAINING WALL "A", 266 LF MATTITUCK, NY 11952 P.O. BOX 645 -y_ 330 CENTER DRIVE 'y"Y RIVERHEAD, NY 11901 y`f"'I"'Y Y 30.10 S 24*04 2Q7,E J) j A,"k A A� STA 0+00 31 28.95 1.5' DEEP SWALE 7. 30 27 F30 29 (BOTTOM ELEV. 26.10) --------- -301 Ile 27.7� z z0 .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . N_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r1i u .30- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . If M.1 9.10 p- . . . . . . . . . . .. ... . . . . . . . . . . . . . . . . . . . . . . . . o32.50A 16.03 r 34.80 32.60-j 31.9 '�--33.1 0 \'1_35.50 ",-A . . . . . . . . . . . . . . . . . . . 00 . . . . . . . . . . . . . . . . . . . W 26.19 30.97 34.19 35.39 D.B.6 .68 . . . . . . . . . . . . . . . vl� �,A T 33.26 34.62 0 32.50 26.00---' D. B.C.5 28.78 k_kk INZ . . . . . . . -0 131YA 131 19.93 30.22 . . . . . . 28.46 \\` 31.04 . . . . . . 33.14 . . . . . . 32. 0 +31 30.10 D.C.3 k.7 10, LO 31.67 9do .86 . . . . ++ 33.12 • d i . . .% ::: , 29.7 35.72 35.90 • . . . . . . .16. 33.30 17 CA LA L4 298 . . . . . . . . 37.20 31.5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32.�O D.A.6 35.82---/ 37.30 37.30 31.94 . . . . . . . . . . . . . . z 6 37.25 10' WIDE CONCRETE ENTRANCE LANDING 36.65 7.30 32.26) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3Q.80 llz� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .\D.A.5 . . . . 31.3N 30.27 . . . . . . . .�0 71 36.65 CONCRETE STEPS . . . . . . . . . . . 34.85 %% V,* . . . . . . . . . . .•28;90 . . . . . . 32.2 D.. .4 % . . . . . . . . . % �3.69 . . . . . . . M94 E ,o,.'� \r • CEIVED LAJ 9 1 30.65 . . . . . . R 36.10 % 32. % 0.65�% . . . . . . . . . . . ??? 35.82 3 % . . . . . . . . . NOV 2 120 ZZ 41 35.51 33.70 1.23 . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 33.73 . . . . . . . . :. . xj 32.26 Southold Town A. 35. planning Board 0-+-33 .• . . . . . . . 00A D.A.3 0 . ... . . . . . . . . 5 <OLL Z 0:W 7. 0 35.04 . . . . . . . . . . 0< . . . . . . . . . . . . . . . . . % A, `., 35.05% 5.89 BUILDING B BUILDING A • % Z>jr�!�. . . . . . . . . . . . . . . . . . . . . . 0:.z -�5 33.94 D.RB.14 p i�.0z % • 6WZ<WW<Wj 07.3/� 11 W< "J14 10731( V m<2 35.02 . . . . . . . . . . . . . 31.22 aQaQQ . . . . . . . . . . . . . . . . . . . . . < cno>,z 3 . . . . . . . . . . . . . . . . . 30.65 10 0 .... . . . . . . . . . . . . . . . . ..... (0 zw 0. I­ D.RB.1 3 % 35.88 pl- 0 W D.RB.12' . . . . . . 01 W_ < >z Z. Z.12 o. D.RB.11 0 ,, I % . . :I* 34.97 35.86 30.1 . . . . . . . . . . . . . . . . . . . 1080 .0,0 t r- <W .2 . . . . . . . . .•. . . m 0 1 L_�U)_z< r. .% . :_ X, W u� 23 30.65 30,45 1 +0 ,Z.�<-, f 6 z p . . . . . . 0 )"o 31.21 0 cn (0 D.RB.9 30.68 L_ C) It% 33.65 0= W LJ< . . . UWJ _j b + of c6 34.91 . . . . . . . . . . . . . . . D.RB. < . . . . . . . . . . . . . . . . . . . . . . . . C. > . . . . . . . . . . . . . . . . -7- • .0 0 - , I �O 32. 0�0 • 1 1 . I dww-zw • . . . . . . . . . . . . . . . . . V 0 ce) .3Q, . . . . . . . . . . . . . . . . . . . . !32.55 . . . . . . CL CO Z . . . . . . . . . . . . . all 0-u a- 9,89••* 5;0,5<LZI 02 LJ 9 %% . -. , 03 Lu x<0;�F- t? . . . . . . . . . . . . . . . . . Z<<�: 3 0. 9 . . . << I I , ................. .......... . . . D.RB.7 . . . . . . CN cu ow STA' 0+00 31.89 D.RB.6 LL_ zo 34.86 �R B�'- 32. .82 FLUSH CURB * .•.•. . . . . . . . . . . . 30.',44 - 219.2 . . . . . . . . . . . . . . . . . . c:) W C) .• .• . . . . . . . . . . "B", 80 LF I . . . - 4 Z RETAINING WALL D.E.8 32.29 POOL E3 CN CD 0 . . . . . . . . . . . . . 519p 10 *1 E) L1 It) . . . . . . . . . . . . . . N 21'56\21 W 2 j5 34.80 . . . . . . . . . . . . . . E3 11 z I LUL 10 D.RB.4 . . . . . . . . 10.87 . . . . . . . . . * •. . . . . * * 1� Z 0 "We 0 W 8 32.05 34.7 35. . . . . . . . . . . . . . 0 33.08 . . . . . . . . . . . . . CO Lu W 0- W- of k A W W 30.65 :-:-* *_*1 %* .Q.-I X C) g z yu, ` • .i * * * * * *. *. *. , * * * * * * * * 'I'll k I H t-- F- 2�Fw='z Lo 30.36' % 31.88 . . . . . . . . 34.74 .• . . . . . . . . . . . . . D.E.5 E) * * 1-1 0 . . . . . . . . . . . . % 32.76 .30 . . . . . . . . . . . . . . cn a owl RAMP . . . . . . . . TO. . . . . . . . . . . . . . . . . . . . m �W t B13 30.6 <z r 2 -Z . . . . . . . . . . 32.8 ONI . . . . D.RB. *r . . . . . . . . 3 31.1 9A& . . . . . . . . . . . . . . . . . . . . . . ffld - - - . . . . . . . . . . . . W ,�7-�'.0z . . .• . . . . . . . . . . . . . . Q m 71 -N31YOP 0iYM . . . . . . . . . . . . . . . . r. . . . . . . . . . . . . . . . . . . . . < DD-9- . . . . . . . . . . . . . . . . . . . . . .•. . . <g,z .0 z U.z 2 ZO U.C_ 1.75 . . . . . . . . . . . . . . . . . . . . . . . . . 6. zi . . . . u W *Q-1D. . . . . . . . . . . . . . . . . . . . . . . . . 10 46' D. W W V)W L TgyF 0 Lu 30.34 . . . . . . . . . . . . . . . . . . . . . x X . . . . . . . . . . . . . . . . . . . . . 2.07 36.40 BUILDING C . . . . . . .. W . . . . . . . . . . . 2.05 33.77 . . . . . . . . . . . . . . .2b,4 7 D.E.3 35.37 ♦ NRd 'D 7 . . . . . . . . . . . . . '---,31,66 H31VM . . . . . . . . . . . . . . . . . . . 16 . . . . . . . . . . . . . . . . . . . + 7v" 3 r . . _4 .. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . • pG 29.13 L_ 33.3 1 30.28� t`.`.'. . . . . . . . . . . ...... S 33`11'01" 2� 33.17 D. . . . . . . . . . . . . . . . . . . . 9.001- . . . . . . . . . . 34.24 /-34.15 MOUNTABLE CURB-�, 7 /- 4,;. . . . . . . . . . . . < TR CK LOADING 29.78- -DA5 . . . . _j _j _j . . . . . . . . . . . . . CES ------------------------ 0. - � REFUSE ENCLOSURE .15 3% 2 • (REFER TO DETAILS) 34.33 31. 3 3O_j cl 2. 3.88 30.70--- 28.7 24."26 z 31.30J W CD © W _j W 0 cj� . . . . . . . . . . . . . . C.� 28.00 D.D.2 11 CN (D a::0 2 26.27 .0 n Ln 29.42 < • D.D.4 26.89 PROPOSED 0 UTILITY z 27/.U4 _j N 18'34'7n" 8. EASEMENT "U'll" WYk LLI Li 1,438 SIF -Z 32.30� < 2641'20" W 0 Z W W PROPOSED UTILITY 3 SIF 009 0 3:z EASEMENT -U2- 4,49, //228. S 55'02'08" W U- < 0z) 2, f I I 18 .83 1�, 1.74' 0 ROPOSED HOBSON 7'42' DRIVE ACCESS & W_ 43.96' N/O/F MARK A. FARINA P W S 18*3420* E 831Y 20*2 UTILITY EASEMENT & DEBORAH A. FARINA 29.13 L,'�lj�; 28.58 -Al- (5,690 SF) < y 355 HOBSON DRIVE MATCH LINE NOTES: 4 " 3� " "-k MATTITUCK, NY 11952 -LL G) 0 1. THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, _4 LLL L TION OF THE SITE AND ONE N/O/F DEBORAH A. FARINA ONE SHOWING THE EAST POR 33.13 U) j SHOWING THE WEST PORTION OF THE SITE. THE 355 HOBSON DRIVE 0 V", 2 8.230 MATTITUCK, NY 11952 TH "MATCH-LINE" PROVIDED ON EACH SHEET DELINEATES E BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND Li CC) X_ tr c14 THE SCOPE OF THE SECOND SHEET BEGINS. ------------- "", "%� ;, ,� \ , - - I < )" E V S 7.5 50" =77E -7 0 K., Li _y N/O/F MARK A. FARIN 2. REFER TO THE SECOND (WEST) SHEET OF EACH MATCHED x x 3 ................ PAIR FOR NOTES, SCHEDULES, AND LEGENDS. NOTES OR & DEBORAH A. FARINA 34- -i I : c� LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR 1/5 355 HOBSON DRIVE C14 APPLY TO BOTH SHEETS. h MATTITUCK, NY 11952 y 0 36 EARTHEN BER711 c"I '4.5' TALL 1 5b 36.50 36 co JOB NO, 5 .50 N/A V 0 34 A 21 . 0 DRAWN BY S 2417'50" E 64 X�x X-.X-x -4, MATCH LINE EAST SIDE CHECKED BY -33-- DJS MATCH LINE EAST SIDE -77= X_x -32 4 ECJ 7 A-A MATCH LINE WEST SIDE 3 cp MATCH LINE WEST SIDE DATE 5'39. 3 034,.62 2 35.90 NOVEMBER 21, 2022 y 1`­�, 0 SCALE 30 0 30 60 V) AS NOTED DRAWING NO, SCALE 1" = 30' ____FE I ET C-6.1 \ 3 - J1 '17'50"_ E .. > - . .64' // � _ ` w 33_� _ 1'MATCH LINE EAST SIDE - x x x -x x x MATCH LINE EAST SIDE 11 \ Q !� MATCH LINE - WEST SIDE 3 _ `. ��c CONTROL MATCH LINE WEST SIDE ! BLDG c 12 ``'Lt'•, / 30.13 l 31.70 2 . ". 29.00 2 10 3 27.0 SIPS 2 .5 a % 27.79 LP LP M t °,• ti� I I _.K 26.14 25.14 30,000 GPD WWTP I 2 LP I PI P / EXPANSION AREA �� « « I + ♦♦.+ / J' i', i fn 25. 1 +++.++ LLJ +++++ + 27.62 . 27.03 26.68 ,- 21 «« «� I ♦ 125,112 + + « + . t` (1 ♦` +` P r + `+++++++` DRAINAGE CALCULATIONS v „ \! ` • ++ ++.+.+++ /.'! CATCHMENT STORAGE' ww ++ _ LP ;' 3 1;_, y _ f � f �% ( DESIGN DATA DESCRIPTION ARFA(SF) COEFFICIENT REQ'D(CF) 1 27.03 26.10 r / , i 1; RAINFALL(IN) 2 ROOF - 1.00 10' SETBACK TO .A f J._..< ` 25.55 J ' RAILROAD ` '' L DRYWELL DEPTH` , (FT) 12 PAVEMENT 21,435 1.00 3,572 : DRYWELL DIA 1 \ PROPERTY LINE `,, l,. -' t ,',• (FT) 2 GRASS 5,667 0.20 189 a ` 26 25.20 24.91 26. 5P LP f- \A P 25.44 D.F.S �� /� t A DRYWELL CFNF 1 WOODED - - 00.88 0.20 '` 1 D.F. / i / / DRYWELL VF REO'D 37 \ .. L... 25.90 2E +`«+ . " + ♦ `� � / i / / / ' �/ r 75' SETBACK TO • + • �` / %� DRYWELLS REQUIRED 4 RESIDENTIAL ... % « + « «+ `+♦♦♦«+ DRYWELLS PROVIDED 5 TOTAL 27,102 3,761 PROPERTY LINE + ♦ / 25. 9 « + • / / / / _ - `. *+•� � / / / %� �' ;!; RAINFALL(IN) 2 ROOF 1.00 « « 25,1 DRYWELL DEPTH(FT) 12 PAVEMENT 13,636 1.00 2,273 "�. \ \ �, � •,"`. 25.73 •, � + `+�+* `• ``' ' +` « ` + D F / / / / / DRYWELL DIA(FT) 10 GRASS 12,569 0.20 419 25 '.`♦ '- `+`« ++` 4.55 / b� / // / / '�`^, B DRYWELL CFNF 68.42 WOODED 0.20 - ` _ + ♦ +`«`+` ` / DRYWELL VF REQ'D 39 Z - - - - - - -- ♦ 4.35 24.9 2 24.99 *++ / / / ' f DRYWELLS REWIRED 4 24.32 24.54 / / i" / '`i / /�� DRYWELLS PROVIDED 4 TOTAL 26,205 2,692 YY \ 0.�_ / 21'041 E ` , ` / / RAINFALL(IN) 2 ROOF 1.00 .14 -/ 24.92 D 873,g ' / ;78,22' / / DRYWELL DEPTH(FT) 12 PAVEMENT 10,703 1.00 1,784 r 24 23.67 24.92 , f." / DRYWELL DIA(FT) 10 GRASS 9,560 0.20 319 D.F.3 i DRYWELL CF/VF 68.42 WOODED - 0.20 - \ ;.: ♦.+ D. D.F.11 �1 .64, ' 3.78 24.4 / DRYWELL VF REQ'D 31 Z� N DRYWELLS REQUIRED 3 .on 251 OV1 DRYWELLS PROVIDED 3 TOTAL 20,264 23.45 ROOF 1.0 0 2,103 RAINFALL(IN) 2 - o O 23 , .2+++ + ; j' DRYWELL DEPTH(Fl) 16 PAVEMENT 40,738 1.00 6,790 d + « + +` `� '24 DRYWELL DIA(FT) 10 GRASS 53,503 0.20 1,783 ♦ ♦ + 22.48 D DRYWELL CF/VF 68.42 WOODED 0.20 - CF- '♦ ♦ � r,..-_'""- /' '' ,�' ;, / Be__...-._._ / j�r / / :` 23 +� C` ,� ;'• ���, `,l i .F 22.97 � ��� f DRYWELL VF REQ'D 125 kik 2 / / J j <0zccw A 2 % O f DRYWELLS PROVIDED DRYWELLS REQUIRED 10 TOTAL 94,241 rn ° '` 8,573 Z°F LL - D t, h, D.G.6_ / / RAINFALL(IN) 2 ROOF - 1.00 - ~F W W 22 / Z� DRYWELL DEPTH 3 o Z m o a RA 1 i (FT) 12 PAVEMENT 32,753 1.00 5,459 5 2 w a ix o RB tf' 1� � \' 21.97 / ,' f% r' i /,.' '' i DRYWELL DIA(FT) 10 GRASS 639 0.20 21 G a o z wLj ' RD :t`, 21.14 7� \' E DRYWELL CF/VF 68.42 WOODED - 0.20 - v z W<J E ( �� i ,� ` �,' � ' # DRYWELL VF REQ'D 80 W<«> '' / t N/O/F 9025 PAIN ROAD LLC- , DRYWELLS REQUIRED 7 GJ W o a=a D G.7 10095 MAIN'RQAq UNIT/4 4 ; _ f ,'' a~(n X:>$ ' D.G.5 129 ` t , 1• "t _ `, `' cc / �� ( MATTITUCK, NY;7195 S.C. ,TA N,o. DRYWELLS PROVIDED 7 TOTAL 33,392 5,480 CO Y W o 21 / I t l OCJ0=12"L-22-6-28,` j / RAINFALL(IN) 2 ROOF - 1.00 - qa<w a DRYWELL DEPTH 12 PAVEMENT 4 .- Z a w z� 21.02 ;% DRYWELL DIA(FT) 10 GRASS 20,748 0.20 692 ❑ �- -22! z°z ' 3,235 1 00 7,206 3 w 20.25 / o w o - \ f F DRYWELL CF/VF 68.42 WOODED - 0.20 - Z °o jD 20.07 G.8 +,.�+ / DRYWELL VF REQ'D 115 0 o o a ++,♦' ♦ j DRYWELLS REQUIRED 10♦ o a o 1 20 / `III DRYWELLS PROVIDED 10 TOTAL 63,983 7,897 0 :M w LL W vwi �� _. ....... I I _-- 1 I / T RAINFALL(IN) 2 ROOF 324 1 54 { 00 O rWJOKZ i t 19.51 "J %1I1 '.> DRYWELL DEPTH(FT) 8 PAVEMENT 31,862 1.00 5 310 O o o.¢oz o 0 0 19.38 - N m F<= W i \ I N r m°mw�°w g 1 \,k• L LL a C: I%s t \ r a ; D.G.3 0 / ` WETLAND i j G DRYWELL CFNF 68.42 WOODED - 0.20 - p CD a o Z�°W z ! c, � !#p DRYWELL DIA 10 GRASS 4,838 0.20 X161 ❑� O w "'a z I 19.81�'A ; I I EXPANSION MITIGATI N ; Et DRYWELL VF REO'D 81 d w W o W 19.15 AREA 2,74 SF '£,E! DRYWELLS REQUIRED 11 a D.G. 1 i '� DRYWELLS PROVIDED 11 TOTAL 37,024 5,526 D_ cv) a a r.; RAINFALL(IN) 2 ROOF 5,945 1.00 991 W a p W~ i r' i ! 19.94 DRYWELL DEPTH(FT) 16 PAVEMENT - 1.00 - N o w \ ` 't 1' , t ,SII,` LL LL w z o Z i - DRYWELL DIA 8 GRASS - - _ r i M (� 0.20 13 20.72 �` `� U I i ;` `' RA DRYWELL CF/VF 42.24 WOODED - 0.20 - O o o w - D.G.10 f ao DRYWELL VF REQ'D 23 (0 j Q Q 19 ru V N 20. •, ` ':)I . ,._.c:.;rrn, DRYWELLS REQUIRED 2 r av�=wLL r 991 �y� oW DRYWEL.LS PROVIDED 2 TOTAL 5 945 w z N o RAINFALL(IN) 2 N z o ROOF 69,809 1.00 11,635 , x w o G.12 j' P, ^.:.r\ (' . i 1' DRYWELL DEPTH(FT) 12 PAVEMENT - 1.00 - O M N w ~ 1 K`N'k\✓}k5`\ \`.':. Y 1.68 -/ E ` N C DRYWELL DIA - _ cD ° D.G.11 (FT) 10 GRASS W N w „a x 0.20 O « Z� ...._ \ RB DRYWELL CFNF 68.42 WOODED - 0.20 - r- ° ~Z O o w�� it DRYWELL VF REQ'D 170 F- v Z F a In w 03 DRAINAGE AREA KEY MAP �., l �' DRYWELLS REQUIRED 15 Q o K Y r,i'^l i`. �.\ :y q;...;y \ I (T z.0 rn z O 1>1 SCALE: 1" = 200' .'` :Y ff; 1 i DRYWELLS PROVIDED 15 TOTAL 69,809 11,635 o a Z w RAINFALL(IN) 2 ROOF 4,503 1.00 751 N a z LL C/) w LL N aQ_ tr 1.00 W =°° r� •� � 1 � ! \ DRYWELL DEPTH(FT) 16 PAVEMENT o DRYWELL DIA(FT) 10 GRASS - 0.20 - w 3 3 0 z RC DRYWELL CFNF 68.42 WOODED - 0.20 - N m 5'z °„o \ al`;t v► \� y �; DRYWELL VF REQ'D 11 . O� =o Z o&W DRYWELLS REQUIRED 1 "" k __.-.._...i. ; ' a wDRYWELLS PROVIDED 1 TOTAL 4,503 751 1mo V w =- RAINFALL(IN) 2 ROOF - 1.00 - g w w w 35 - -; PROPOSED GRADE 35 S 57'04'45" E ACT. 13.41' ,ACT. �\ �` DRYWELL DEPTH(Fl) 16 PAVEMENT 25,034 1.00 4,172 U ° a W - ! TOP OF WALL N 80 56 20" E 11. \ \ 7 'DEED - ' DEED DRYWELL DIA(FT) 10 GRASS 1,637 0.20 55 RD� - - DRYWELL CF/VF 68 42 WOODED 0.20 O DRYWELL VF REO'D 62 a 30 ----� ,�x, \ DRYWELLS ,' ,`: R, � r REQUIRED 4 > -- --t-- 30 %'`i •\t \ rL N DRYWELLS PROVIDED 4 TOTAL 26,671 4,227 z W " PROPOSED GRADE 25 - - _ _BOTTOM OF WALL 25 \ `. \` o I- _ _ � z " ~ \ w 22 _....... a \ \ )22 -0+50 0+00 1+00 1+50 ` `\ \ Q STATION r ` 27.47 \ \ \ \ \ o\ `. .. Z O RETAINING WALL "B" GRADING P Li;. \ \\ \ - W LL 02 PROFILE :'� `L \ 26.93 \ � '`s' � \ `. Q Z SCALE: 1 200' 0 \ 27.28 ~ ` ` \ \` \ �1 0 W Z + + � \\ � -v \ z O YY - - 259.53 - - - - + \ � N Q = _o a ! N 23'19 50 W -LL _ . LL: 40 - - 40 ,- r �- ' i PROPOSED GRAD TOP OF WALL I I f � ` Z __ _.....-.. i O J • 04 F i v._ > 35 f -_�. 35 : CNI RECEIVE : .. _,..t-...._- ._.. I ` - 30 - _... _ ----- ->-- ---- ... - - - ---- - -- ---- 30 N OV 212 22 N L _..._. .. JOB NO. PROPOSED GRADE N/A old Town i O DRAWN BY BOTTOM OF WALL o 28 28 Planning Board t o DJS -0+50 0+00 1+00 2+00 3+00 3+50 O CHECKED BY ECJ STATION z DATE NOVEMBER 21, 2022 01 TAI ONG WALL "A" GRADING PROFILE U SCALE 30 0 30 60 AS NOTED SCALE: 1 = 200' DRAWING NO. SCALE 1" = 30' FEET C-6.2 W Q 0 DRAINAGE STRUCTURE SCHEDULE m TOP OF BOTT.OF STORAGE DEPTH STRUCTURE NAME STRUCTURE TYPE ELEV. RINGS RINGS INVERT ELEV. (VF) D.A.1 5'X 5'CATCH BASIN 31.04 N/A N/A 27.54 5.00 D.A.2 5'X 5'CATCH BASIN 32.26 N/A N/A 28.76 5.00 D.A.3 10'DIA.DRYWELL W/FRAME&COVER 33.30 32.30 20.30 28.70 12.00 D.A.4 10'DIA.DRYWELL W/FRAME&COVER 32.94 31.94 19.94 28.70 12.00 D.A.5 10'DIA.DRYWELL W/FRAME&COVER 32.22 31.22 19.22 28.70 12.00 D.A.6 10'DIA.DRYWELL W/FRAME&COVER 31.94 30.94 18.94 27.34 12.00 U D.A.7 1 DIA.DRYWELL W/FRAME&COVER 31.67 30.67 1 18.67 27.34 12.00 Z Z 0 O m D.B _ .l TRENCH DRAIN 25.80 N/A N/A 22.05 2.00 d w D.B.2 5'X 5'CATCH BASIN 26.19 N/A N/A 22.69 5.00 . . 5X 5'CATCH BASIN 26.10 N/A N/A 22.60 5.00 U U) . . DIA.DRYWELL W/FRAM E&COVER 26.02 25.02 13.02 21.43 12.00 W D.6.5 10'DIA.DRYWELL W/FRAM E&COVER 26.00 25.00 13.00 21.43 12.00 D.B.6 10'DIA.DRYWELL W/FRAME&COVER 26.03 25.03 13.03 21.43 12.00 D.B.7 10'DIA.DRYWELL W/FRAME&COVER 27.79 26.79 14.79 23.19 12.00 D.C.1 5'X 5'CATCH BASIN 29.75 N/A N/A 26.25 5.00 D.C.2 5'X 5CATCH BASIN 28.78 N/A N/A 25.28 5.00 D.C.3 10'DIA.DRYWELL W/FRAME&COVER 29.70 28.70 16.70 25.10 12.00 D.C.4 10'DIA.DRYWELL W/FRAME&COVER 29.42 28.42 16.42 25.10 12.00 D.C.5 10'DIA.DRYWELL W/FRAME&COVER 29.15 28.15 16.15 25.10 12.00 0 D.D.I 5'X 5'CATCH BASIN 29.26 N/A N/A 25.76 5.00 Z D.D.2 5'X 5'CATCH BASIN 29.78 N/A N/A 26.28 5.00 D.D.3 5'X 5'CATCH BASIN 29.13 N/A N/A 25.63 5.00 D.D.4 5'X 5'CATCH BASIN 29.42 N/A N/A 25.92 5.00 D.D.5 10'DIA.DRYWELL W/FRAME&COVER 29.45 28.45 12.45 25.40 16.00 D.D.6 10'DIA.DRYW ELL W/FRAME&COVER 29.02 28.02 12.02 25.40 16.00 D.D.7 10'DIA.DRYWELL W/FRAME&COVER 29.47 28.47 12.47 25.40 16.00 Z CD � V1 D.D.8 10'DIA.DRYWELL W/FRAME&COVER 29.04 28.04 12.04 25.40 16.00 CD D.D.9 10'DIA.DRYWELL W/FRAME&COVER 29.60 28.60 12.60 25.40 16.00 O Z 0 D.D.10 10'DIA.DRYWELL W/FRAME&COVER 29.08 28.08 12.08 25.40 16.00 D.D.11 10'DIA.DRYWELL W/FRAME&COVER 29.71 28.71 12.71 25.40 16.00 ( C�NS� D.D.12 10'DIA.DRYWELL W/FRAME&COVER 29.15 28.15 12.15 25.40 16.00 D.D.13 10'DIA.DRYWELL W/FRAME&COVER 29.82 28.82 12.82 25.40 16.00 D.D N000� .14 10'DIA.DRYWELL W/FRAME&COVER 29.21 28.21 12.21 25.40 16.00 w 7o�W�W .15 10'DIA.DRYWELLW/FRAME&COVER 29.89 28.89 12.89 25.40 16.00 ;�o6oa �0. IO'DIA.DRYWELL W/FRAME&COVER 29.96 28.96 12.96 25.40 16.00 o z a 0 o D.D.17 10'DIA.DRYWELL W/FRAME&COVER 30.00 29.00 13.00 25.40 16.00 z a o Z Ow6w¢ui 10'DIA.DRYW ELL W/FRAME&COVER 29.93 28.93 12.93 25.40 16.00 w w z N w w Q z D.D.19 10'DIA.DRYWELL W/FRAME&COVER 29.71 28.71 12.71 25.40 16.00 p 8,° x a o �dN°mz 1 O'DIA.DRYW ELL W/FRAME&COVER 26.27 25.27 9.27 21.67 16.00 Z W x a a D.D.21 10'DIA.DRYWELL W/FRAME&COVER 25.64 24.64 8.64 21.04 16.00 O w w o a D.D.22 5'X 5'CATCH BASIN 25.05 N/A N/A 21.55 5.00 W z a=z a ❑� } z0w~O9 Z FN�Ozorn D.E.I 5'X 5'CATCH BASIN 31.19 N/A NIA 27.69 5.00 -x 0�o 4 = o00~u D.E.2 10'DIA.DRYWELL W/FRAME&COVER 31.71 30.71 18.71 27.11 12.00 ^a o¢o N D.E.3 10'DIA.DRYWELL W/FRAME&COVER 32.05 31.05 19.05 28.48 12.00 a cu o°w LL=in J ZQ,,sz 10'DIA.DRYW ELL W/FRAME&COVER 32.87 31.87 19.87 28.48 12.00 w<o w p 00 9-600 D.E.5 10'DIA.DRYW ELL W/FRAME&COVER 32.76 31.76 19.76 28.48 12.00 O T Q=g w ❑0 cn O w�`�'~aacn NOS-Ow A. RYWELL W/FRAME&COVER 33.08 32.08 20.08 28.48 12.00 w w�o w CO u wwuw E.7 10'DIA.DRYWELL W/FRAME&COVER 31.88 30.88 18.88 28.27 12.00 0 W s Z o w z CO t f �� U Lu w D.E.B 10'DIA.DRYWELL W/FRAME&COVER 32.29 31.29 19.29 28.48 12.00 �w Z°}F D.F.1 5'X 5'CATCH BASIN 26.10 N/A N/A 22.60 5.00 D.F.2 5'X 5'CATCH BASIN 23.45 N/A N/A 19.95 Q_ � a~w Z j / 5.00 O X r SwQa� O wz� LL y�wF=$ D.F.3 5'X 5'CATCH BASIN 24.73 N/A NIA 21.23 5.00 N o o o Ln z ) O pow-LLi D.F.4 5'X 5'CATCH BASIN 24.91 N/A N/A 21.41 5.00 =J w U CV O to oZDW�� D.F.S 10'DIA.DRYW ELL W1 FRAME&COVER 25.20 24.20 12.20 20.60 12.00 cn O a°o N° D.F.6 10'DIA.DRYWELL W/FRAME&COVER 24.55 23.55 11.55 20.60 12.00 F�0 o o W D. F.8 10'DIA.DRYWELL W/FRAME&COVER 24.99 23.99 11.99 20.60 12.00 0 Noawc) D.F.7 10'DIA.DRYWELL W/FRAME&COVER 24.64 23.64 11.64 20.60 12.00 a) cf) �czwi i C, w � D.F.9 10'DIA.DRYWELL W/FRAME&COVER 24.92 23.92 11.92 20.60 12.00 D.F.10 10'DIA.DRYWELL W/FRAME&COVER 24.49 23.49 11.49 20.60 12.00 O o?o a a z Oz�z�w ¢oa'OOy . . DIA.DRYW ELL W/FRAME&COVER 24.16 23.16 11.16 20.60 12.00 Z�o.N Z o w` D.F.12 10'DIA.DRYWELL W/FRAME&COVER 23.78 22.78 10.78 19.90 12.00 9a>a x w zZ wNaw D.F.13 10'DIA.DRYW ELL W/FRAME&COVER 24.54 23.54 11.54 20.60 12.00 C w<>->.} Q o D.F.14 10'DIA.DRYWELL W/FRAME&COVER 24.32 23.32 11.32 20.60 12.00 ; a o a m z w C Lu ZO D.G.1 5'X 5'CATCH BASIN 19.51 N/A N/A 16.01 5.00 D.G.2 5'X 5'CATCH BASIN i ,C x U-o a w � mg�a'o QQzJOz ...-..._. .............. = 0,0 ,LL 19.15 N/A N/A 15.65 5.00 � �l �Z� of www D.G.3 10'DIA.DRYWELL W/FRAME&COVER 19.38 18.38 10.38 15.65 8.00 I O o o w w V =oN~'iX 4 10'DIA.DRYW ELL W/FRAME&COVER 20.25 19.25 11.25 15.65 8.00 a w f D.G.5 10'DIA.DRYWELL W/FRAME&COVER 21.14 20.14 12.14 17.37 8.00 D. .6 10'DIA.DRYWELL W/FRAME&COVER 21.97 20.97 12.97 17.37 8.00 3 D.G.7 10'DIA.DRYWELL W/FRAME&COVER 21.02 20.02 12.02 17.37 8.00 w D.G.8 10'DIA.DRYWELL W/FRAME&COVER 20.07 19.07 11.07 16.54 8.00 J D.G.9 10'DIA.DRYWELL W/FRAME&COVER 19.81 18.81 10.81 16.12 8.00 U D.G.10 10'DIA.DRYWELL W/FRAME&COVER 20.72 19.72 11.72 17.08 8.00 Q J D.G.11 10'DIA.DRYWELL W/FRAME&COVER 21.68 20.68 12.68 17.37 8.00 w D.G.12 10'DIA.DRYWELL W/FRAME&COVER 20.94 19.94 11.94 17.37 8.00 ID.G.13 10'DIA.CRYWELL W/FRAME&COVER 19.94 18.94 10.94 15.34 8.00 = z Q U w JV ' D.RB.I 10'DIA.CRYW ELL W/FRAME&COVER 35.85 34.85 22.85 31.29 12.00 !^ C OO D. RB.2 10'DIA.DRYWELL W/FRAME&COVER 35.75 34.75 22.75 31.29 12.00 W 2 0 D.RB.3 10'DIA.DRYWELL W/FRAME&COVER 34.74 33.74 21.74 31.24 12.00 O Z) � w °w � D.RBA 10'DIA.DRYWELL W/FRAME&COVER 35.80 34.80 22.80 31.29 12.00 03Z D.RB.S 10'DIA.DRYWELL W1 FRAME&COVER 34.80 33.80 21.80 31.29 12.00 \ O D.RB.6 10'DIA.DRYWELL W/FRAME&COVER 35.82 34.82 22.82 31.29 12.00 w o U ° � � �z 10'DIA.DRYWELL W/FRAME&COVER 34.86 33.86 21.86 31.29 12.00 J v D.RB.8 10'DIA.DRYWELL W/FRAME&COVER 35.84 34.84 22.84 31.29 12.00 w O OO 1 D.RB.9 10'DIA.DRYWELL W/FRAME&COVER 34.91 33.91 21.91 31.29 12.00 � YU D.RB.10 10'DIA.DRYWELL W/FRAME&COVER 35.86 34.86 22.86 31.29 12.00 O UJ D.RB.11 10'DIA.DRYWELL W/FRAME&COVER 34.97 33.97 21.97 31.29 12.00 _ =O Y f'u- ). B.1 10'DIA.DRYWELL W/FRAME&COVER 35.88 34.88 22.88 31.29 12.00 po D.RB.13 10'DIA.DRYWELL W/FRAME&COVER 35.02 34.02 22.02 31.29 12.00 ILL W U �� D.RB.14 10'DIA.DRYWELL W/FRAME&COVER 35.89 34.89 22.89 31.29 12.00 V 0 �Z) D.RB.15 10'DIA.DRYWELL W/FRAME&COVER 35.04 34.04 22.04 31.29 12.00 Z00Q N _ 46 N <N I 0 ca 0 I N R E $ `f �� I JOB NO. N/A o 0 DRAWN BY DJS -yp-_- �o�� O CHECKED BY NOV ECJ Southold Lown DATE NOVEMBER 21, 2022 Planning Board I F- V) SCALE AS NOTED DRAWING NO. C-6.3 ui y. � . � ? Y 2 l Y f l l Y y Y Y ',"` j Y . -•, ,F ,.); v `YY-. Y� � t + X111 O S 24'04'20" I: ?,.,'...�..�.�...>,..''..;....',..,_..,�,.h ;. � h �. x � ._ >, .. 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THE w. ;` ,.I?' )',° Q� ? r , �, 248.2 g MATCH-LINE PROVIDED ON EACH SHEET DELINEATES THE " ' "` + ; t BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND , 0.0 THE SCOPE OF THE SECOND SHEET BEGINS. __. _ ' - ` • 00 " S 27'52 50 E gyp( p( ..t, 1:•,'.t•4:. S i , . _ «.,k•_..._+..-..__. -- v Y { 1 1� 36l 0.2 ..w _y_. k _ ..._...:m,_ -Y E Y. . r i�, Y 1 N Q 2. REFER TO THE SECOND (WEST) SHEET OF EACH MATCHED _ - Y # „ ( _ X- _ y l n PAIR FOR NOTES, SCHEDULES AND L t �� X_-____ y-Y'Y"'Y Y 381 3gE+0.7 ry „ LEGENDS. NOTES OR 1.., r.Y.�'..Y.•Yr +0.1 X+1.4 a % ; LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR ,% 3810•% / 381+1.3 +0.6 \3g(+2.0 + 7 i + ;;' Y`.'. p /f 0.0; N ... cP 38(0.0 +2.6 ,O APPLY TO BOTH SHEETS. `t,:', N / 381+1.8 ` 381;+3.6 N .,m .. A`r' h I o ) 0 9 38(+2.4 381+3.7 +3.2 X+4.4 � 8t+1.6 i �� 0.6` l +0.3 o ;' 381+4.3 +4.5 38(+3.9 ( ` ;.;e r / Sgt+4.4 3g(+2.8 +3.5 381+4.4 3 r y` p N JOB NO Y,. 38(+3.5 381+4� .! 0.2 j N/A " 381+2.2 38(+3.7 • 38E+1.8 381+1.5 38(+4.7 c4 b , S 24'17'50" E 4' 4 381 .< o DRAWN BY � / .4r 381+1.3 38(+0.2 38+4.4 _ 129 6 o DJS 38(0.0 381-0.5 +1.2 X4;1.0 L-x --. __........... z .........._....._ k " -x ------._. ... __ .. x -- - 7( __ _ , _. c �.�... -_- 2.9 �,,,,X - 1 CHECKED BY t.._..J..,� Jcl �F 38F-1.1 �� X+2.7 .�,.•�+0.5 _.,-..,...,X-0.9 M � ° =0.6_ .�,�_ o ECJ i X+0.5 381-0.6 ! 2 5 g 38i+1.4 \ +1 0 "r r.�,...�._ o ,1v Y",,...� ..4 `�. ... _.Y.- �, �. 1.5� � �1 DATE NOVEMBER 21 2022 3 38( t: _ U) SCALE AS NOTED 30 0 30 60 DRAWING NO, SCALE 1" = 30' FEET C-6.4 a w V- 0 m N/O/F COUNTY O N/O/FSUFFOLK F 9255 MAIN ROAD, LLC MATTITUCK, NY 11952 P.O. BOX 645 330 CENTER DRIVE -,y-yv-y­V RIVERHEAD, NY 11901 % S 24*04'20" E k k� ,.._J,.,A x A • t. t -71 j6i (n 0 z 0 Z 01 IF > ......... UJ10. U E E 10 0 c1q E J 0 )MINK=311III10W 0 U) 0 D.B.4 ILL! D.B.6 -D.B.5 % E D.A.1 D.B.2 D C.2 D.B.3 D.C.5 D.B.1 0 —E E D.Q,4.0 -�0001 41 10 0 % D.A.7 D.C.3 0 M , �A ♦ 0 D.C.1 D.A.6 . . . . . . % N v­x 0 10' WIDE CONCRETE 0 �c) z _NZ ENTRANCE LANDING 00 J, CONCRETE STEPS D.A.5 0 % �.A.4 % % J RECEIVED -4k. 0 1 AL)A pAA4p IF 04 ILO ♦ % LA_ 0 C/) to LLJ NOV 21 2022 0 Cb D.RB.1 Southold Town Planning Board 0 % D1 0 D.D.1 D. D.A.3 0 D.R8.15yl <tZmw 0 sll� LL zZomw 0 po z c,6 a- <,O 45.0' Z, 'L <aZ BUILDING B BUILDING A Z D.RB.14 0 jD.D.18 > 1W<z 1W Ld W< >z W < 0 0 -Ln0>mz MZ W (0 U)0E J, 0 r_ z D.RB.13 g F,U. wo x w in D.RB.12 GT1 z 0:< 0 b.D.17 Zo zz - W mw 2�0.L, D.RB.11 a: jZ g 8 ch 0 z -'n W �w 0 1 <Z 0 0Nam--w_ W'W U�) a D.RB.10' +A R(LIL), ix_:US<z zW< �Ooy D.D.211 D.D.1 6 c: co zg� 0 0 CD Q-<0z 0 0 I--<,Xn WD ♦ WO \D.RB.9 (0 C?0 j Li .1QG , ;00 co 0 WZ LU 9 1po Ot 0 D.RB.8 (D r- V5 E5 W W 5:z 0 Z W daw�wgzow cy) <U)R L.0 7 0 JD.D.15 0 0 0 W 0 -- lb C:) X LU Z< 0 D.RB.7 CN M D.RB.6 F-z<W 0 LL U.W 0z Q) 0 (n;� W 0 =3 0 ZW. D.E.8 " ja POOL (/) C) 2 W W Uj 'D.D.1 4 U)D L)Cn (D -A E3 _ (0 9 0 1 04 5 0. W< cp a- 0 F-co 0 N 21'56'21" W 1 0 D.D.13 0. cot D.E.6 U,-0 U., 0 1 10.87 RB.5 1\ 0 1 D.RB.4 7. ;001 0 8 W 0 cl) ill Lo W m 0 7 W D.E.7 0 Z. 1" HDPE TO 10 8 Z.LL Lis 1z LW,, D.D.1 2 Q:�z YARD IRRIGATION o C) (D Z,ZO P< 0 0 0 0 F- D.E.5 0 <0 102 0 'D.D.11 Z'n 0 'GATE VALVE a.co z D 0 0 W>.W, 1" RPZ FOR W D.RB.3 RAMP cp WW"Z< Wa I YARD Z 8" WATER MAIN TAP, COORDINATE Z_ W< D.E. D.RB.2 E 0 D.D.10 IRRIGATION cp,, F-------- C) WITH WATER AUTHORITY SYSTEM 1�W 2.0 z U-3:O!r=t� E W5> E W 7 '1, 11 1 1 ", ! 0 W 8 0 0 pmm==mJ 0 If D.D.9 0) 2 z-�0 z % D.E.4 Lp 0< ;RE z 0 D.E.2 TRANSITION FROM 0 ;�- E 0,3 W Q CONCRETE METER VAULT a ov o D D.8 D.I. TO PVC 10' -W FROM 0 D 0 T X CID BUILDING ♦C FEEDER FOR CLASS 53 DUCTILE IRON F_ I,-W wa 0 PIPE UPSTREAM OF RPZ 0 -10 0 4" DOMESTIC SERVICE HEATED A', D.E.3 DUAL 6" RPZ IN PARALLEL "D.D.7 ENCLOSURE (TYP) T 6" FIRE SERVICE TO DCV r D.D.6 • GAS MAIN TAP Y 0 0 0 0 0 S 3311'01" E ✓ D.D.3 COORDINATE WITH 9.00' x G GAS COMPANY G\1 NATURAL GAS 0 1b C) METER ASSEMBLY 'D.5 _j L0 _j ------------ REFUSE ---------- .......... .......... J,REFUSE ENCLOSURE 04 D.D.21 D.D.A2 JIBS 1tt „ =t Z Q G 3" DR-11 HDPE GAS cp, '(REFER TO DETAILS) n G G W L; G _j W--�w--- LU D.20 UW 2:0 PIPE CROSSINGS, SEE -7 UTILITY PROFILE (TYP F->_ r H H W HDPE WTR -PROPOSED 0 S2 UTILITY 03: 277.04' \EASEMENT *U11" _j - !I , W W v_" 18-34-20'�W W LZ 1,468 SF LL 26*41'20" W i > 0 11 i it ............. ....... 0 NEW TELECOM SERVICE, NE � NEW ELECTRIC SERVICE W PROPOSED UITILJTY -, 1 i COORDINATE WITH z % FROM POLE, COORDINATE OC E P Uj TELECOM CO PANY *02'0 0 LL -U12- 4,493r. 228.00, z r EASEMENT SF WITH ELECTRIC COMPANY S55 8" W _j L) 0z) 181.8,3' 0 S 18*34'20" E PROPOSED HOBSON 1.74' W _j F-0 N 20*27'42- W 43.96' DRIVE ACCESS & _0 S UTILITY EASEMENT & DEBORAH A. FARINA R,n 0_j , N/O/F MARK A. FARINA 7" §j 'b'\ -Al- (5,690 SF) 355 HOBSON DRIVE ::)JJ 'H LINE NOTES: MATCr. \y, MATTITUCK, NY 11952 LL A co T 0) PLL SHEETS, (i N/O/F DEBORAH A. FARINA 1. THE SITE IS SHOWN USING A MATCHED PAIR OF SHE 0 ONE SHOWING THE EAST PORTION OF THE SITE AND ONE SHOWING THE WEST PORTION OF THE SITE. THE 355 HOBSON DRIVE "MATCH-LINE" PROVIDED ON EACH SHEET DELINEATES THE MATTITUCK, NY 11952 248.2S r ...... ---------- BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND "A'�,, \, X Qr 0 z 00 "Y' E Y-1-y ry THE SCOPE OF THE SECOND SHEET BEGINS. i, J < i 27*5250" S 0) Z 0 T 1) -y'y'y x -y y- 00 2. REFER TO THE SECOND (WEST) SHEET OF EACH MATCHED 1, 1, �x N/O/F MARK A. FARINA PAIR FOR NOTES, SCHEDULES, AND LEGENDS. NOTES OR -'y ::t (V .4, & DEBORAH A. FARINA N11 Co 04 LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR c) -Z� 355 HOBSON DRIVE APPLY TO BOTH SHEETS. .00 k MATTITUCK, NY 11952 (0 0 *0 1 co A (b % 0 (r)A_am C14 N JOB NO % N/A .7 0 4 129 64' 0 S 241 7'50m E : �� .­��% cq DRAWN BY MATCH LINE EAST SIDE /4" RPZ INSIDE ....... 0 0 DJ x X_ x___�__x_x_x_ x MATCH LINE EAST SIDE CHECKED BY ECJ NATURAL GAS ME MATCH LINE WEST SIDE AR ASSEMBLY CONTROL c G G MATCH LINE WEST SIDE DATE NOVEMBER 21, 2022 Ri nr. W W -W W W W_ NO 0 SCALE 30 0 30 60 V) AS NOTED DRAWING NO. 0 D*8*6 ,r*D.B.2 SCALE 1" = 30' FEET C-7.1 >C4 S 2417'50* E 129.64 RA : N.-I, 1' 'i T w 3/4" RPZ INSIDE —X—X—' X—X—X—x MATCH LINE — EAST SIDE x x MATCH LINE EAST SIDE 'A Ile NATURAL GAS METLR ASSEMBLY MATCH LINE — WEST SIDE G G MATCH LINE WEST SIDE CONTROL IS "G BLDG w _w Hr w w w 12' X 34' X k A X E E E f-V co x u 18 PVC 8" D PS PIPE CROSSINGS, SEE A UTILITY PROFILE (TYP) P DS =\ . LP L 0 1,,/ 30,000 GPD WWTP Lj co LIP D LP z 0 LP Z WWTP EXPANSION AREA 5 L r 3 .............. ........ ............ Li 0 DLP F- > w [ .F.1 _x_ x W w LP f LP DL vp 10' SETBACK TO RAILROAD A\ PROPERTY LINE LP \ ,. f ...... D.F.5 D.F.4 75' SETBACK TO If 0 #=Now, RESIDENTIAL PROPERTY LINE z_ E E D.F - — — — — — — — — — ci 4j z ' OJ D.F.9 0 D. F.7 0 0 ID.F.13 0 S 21*04'50" E kl, D.F.14 0 D.F.E 78.229 r—n % D.F.3 irm D.F.1 2 D.F.11 D.F.10 cD E 0 p— 1 '001, JLJ C-4 z Ir w Ln ;0:--2� D.G.6 It 0 LEGEND:PIPE mo a. 0 _w WATER t 0 Z NATURAL GAS OR PROPANE -z \r u, w, L'-c Lj m 0- <cn>- N/O/F 9025 MAIN ROAD LLC _E UNDERGROUND ELECTRIC < -ul z< wo D.G.7 10095 MAIN ROAD UNIT 4 L 111 0 G.5 I N "I I —DHE OVERHEAD ELECTRIC >.Oz Y MATTITUCK, NY 11952 S.C. TAX No. 0 0 w "r (0 1000-122-06-23 _T zw c<r< UNDERGROUND TELECOM. OR FIBER OPTIC 0 F5 W, 0-W, . ❑...... I- z tjw z z) M, T_ <E CHT— OVERHEAD TELECOM. OR FIBER OPTIC 0 <m 17 0 J. lw-zo W�U) D.G.4 D.G.8 —FM— FORCE MAIN z 2�P:0 0 0 WO LWL iE 31 0 s SANITARY GRAVITY SEWER (SYMBOL) 0.0 cu lu"L�l C21>rl T < SANITARY GRAVITY SEWER (TO SCALE) cn z U) 6 r U, K C7 - (0 '2� Oii —STM 0 C:) 0 <2z wo, G.1 STORMWATER PIPE (SYMBOL) ch (0 0" It A", N . . \111/ 0= c) z STORMWATER PIPE (TO SCALE) -ZIEF'00u., 0 (0 10 -;0 WZ'Ln)w WETLAND 0 EXPANSION/MITIGATION �'55;a I.0 M,1.9 D.G.2 % L-L'Z-L'zo W. AREA 2,749 SF D.G.9 0 (Z'cu) ce) -�u, � (D C) PW5 0z 0. LEGEND:UTILITY STRUCTURES w< $�- C)11/ N -0 w z< LL W M VL 1,T F_z WE zo 0 LIGHTING MAINTENANCE HOLE SYMBOL 0­-d2 w D.G`13 0 U.,ww U., D.G.10 O� GAS MAINTENANCE HOLE SYMBOL q 1.1:F WE uj- F3 (D c:) OE ELECTRIC MAINTENANCE HOLE SYMBO 0!>z-<.w<.5i "AA E i to L E -w UZI:<z u-w cn IRRIGATION WATER CONSUM PTION CALCULATIONS 0 TELECOM. MAINTENANCE HOLE SYMBOL 0 0 I;q A w<�w-'z 0' WATERING RATE LAWN AVERAGE DAILY • 0 I DESCRIPTION ([NfWEK) AREA(SF) CONSUMPTION(GPD) D.G'f2 SANITARY MAINTENANCE HOLE SYMBOL ce) OLOWDO w F z z In FRONT YARD @ 1.5 IN "EEK 1.5 46,000 D.G.11 6,144 14 J\ OD STORMWATER MAINTENANCE HOLE SYMBOL -w-,d z W, EAST SIDE YARD @ 1.5 IN/WEEK 1.5 20,000 z ,671 2 \X C) 0 P Z'Fq 668 rr_ MAINTENANCE HOLE SYMBOL (TYPE UNKNOWN) T__ F_ 8;i P:,Zl U)Z. 1.5 5,000 WEST SIDE YARD @ 1.5 IN WEEK <0 011 z"n,co z k.r si MAINTENANCE HOLE AND COVER (TO SCALE) TOTAL CO 9,484 0 OW OW>z I PULL BOXES (ELECTRIC TELECOM) -z 3': aw<-T'<0 No o-� Ln 0. Im STORMWATER INLETS (CURB GRATE) T 'z W- 0 'Lu 3: � z W. FIRE HYDRANT m n'z 0 00 WATER SERVICE DESIGN FLOW CALCULATIONS 0<P z 2 0 z < 0c, 00. 'a- PEAK DEMAND AVERAGEDAILY WATER VALVE (GATE VALVE TYPICAL) z u-z 1 0 DESCRIPTION (GPM) CONSUMPTION(GPD) THRUST (1) z BLOCK OR MECHANICAL PIPE RESTRAINT 9 w w DOMESTIC: a,a I.- 400 39,500 W CO w w DOMESTIC WATER 310 21,000 S 57'04'45" E ACT. 13.41' ACT. T HOSE BIB OR YARD HYDRANT cn 0 w t5 w CL RECREATION AND POOL USES(ASSUMED PEAKING FACTOR=8) 50 N 80'56'20" E DEED 11.07' DEED >wl IRRIGATION(SEE IRRIGATION CAL�) -9,000 40 9,500 FIRE PROTECTION: 1,950 BUILDING SPRINKLERS(WORST CASE BUILDING ZONE ON FIRE) 450 LO FIRE HYDRANTS(1 IN USE) 1,500 0 UTILITY SCHEDULE PIPE AND CONDUIT 0 CA TOTAL: 2,350 39,500 �r.......... C% DESCRIPTION TRAFFIC DIAMETER COVER PIPE SPECIFICATION REFERENCE CONDITION RANGE REQUIREMENT DESIGN FLOWS: WATER MAIN (OPTION 1) ANY 4" + 5'+ DR 18 PVC AWWA C900 WATER MAIN (OPTION 2) ANY CLASS 53 D.I. (CEMENT LINED) AWWA C151 DOMESTIC MAIN DESIGN FLOW 4" + 5'+ 400 WATER SERVICE (OPTION 1) ANY < 4" 5'+ DR 9 HDPE AWWA C901 zJY FIRE MAIN DESIGN FLOW 1,9501 w 0 JFIRE SPLIT) 2,350 1 2 a:0 COMBINED DESIGN FLOW(BEFORE DOMESTIC WATER SERVICE (OPTION ANY < 4 5'+ TYPE K COPPER ASTM 888 SEWER, LIGHT TRAFFIC LIGHT 6" + 4'+ SDR 35 PVC ASTM D3034 SEWER, HEAVY TRAFFIC HEAVY z NOTES: 8" + 4'+ DR PVC AWWA C900 SEWER, LIMITED COVER LIGHT 8" + 2' TO 4' DR 18 PVC 0 0 1)THE MINIMUM DESIGN WATER PRESSURE AT THE POINT OF USE DURING PEAK CONSUMPTION IS 20 PSI, AWWA C900 < _j SEWER, CROSSING OVER WATER 81, + U)LLJ ANY 2)THE STATIC DESIGN PRESSURE AT THE EXISTING SCWA WATER MAIN IS 56 PSI BASED ON OBSERVATION OF 3'+ DR 18 PVC AWWA C900 _j w LLZ IN, STORM, ROOF LEADER ANY 4" TO 8 2'+ SCH 40 PVC ASTM D2665 > 0 SONA FIRE FLOW TESTING.BOOSTER PUMPS WILL BE PROVIDE)INSIDE THE BUILDING. STORM, SITE DRAINAGE ANY 12" + 2'+ HDPE C.P.P. In I AASHTO M294 LLJ < 3)BUILDING SPRINKLER SYSTEMS WILL BE DESIGNED WITHOUT THE USE OF CHEMICAL ADDrr1VES. GAS, TYPICAL (NATURAL GAS) ANY 1" + 3'+ DR 11 HDPE 0 Z� 4)REFER TO ARCHITECTURAL DESIGN PACKAGE FOR INTERIOR MEP DESIGN ASTM D2513 w 0 w z 0 GAS, TYPICAL (PROPANE) 1* + 3*+ DR 11 HDPE ASTM D2513 U- 5)A 4-HOUR DURATION IS ASSUMED FOR IRRIGATION(PEAKING FACTOR=6). IRRIGATION WILL BE TIME)TO ANY < Z) u 0 -PEAK HOURS. J, ELECTRIC CONDUIT. LIGHT TRAFFIC LIGHT 1" + -2 0 OCCUR LATE AT NIGHT IN OFF n 2'+ SCH 40 PVC NEMA TC w _j to 00 ELECTRIC CONDDUIT, HEAVY TRAFFIC HEAVY 1" + 3'+ SCH 80 PVC NEMA TC-2 _0 F1 �e�e TELECOM/FIBER OPTIC, LIGHT TRAFFIC LIGHT 1" + 2'+ SCH 40 PVC NEMA TC-2 C.)_3 TELECOM/FIBER OPTIC, HEAVY TRAFFIC HEAVY 1" + 3'+ SCH 80 PVC NEMA TC-2 p 0 N 2319'50" W LL I UTILITY SCHEDULE NOTES: PLL 1. MATERIAL THICKNESS SHOWN IS THE MINIMUM VALUE UNDER TYPICAL CONDITIONS. SPECIAL OR UNIQUE CASES WILL BE NOTED SEPARATELY ON THE UTILITY PLAN OR ON THE UTILITY DETAIL SHEETS. 2. FOR THE PURPOSES OF THIS SCHEDULE, -HEAVY- TRAFFIC AREAS ARE THOSE ON A PUBLIC ROADWAY. 3. REFER TO GENERAL NOTES AND TECHNICAL SPECIFICATIONS FOR ADDITIONAL UTILITY REQUIREMENTS. 4. CONFORM TO THE REQUIREMENTS OF THE LOCAL UTILITY COMPANIES, WHENEVER SUCH REQUIREMENTS ARE MORE STRINGENT. 00 N RECE-IVED UTILITY PLAN NOTES: 21 202JOB NO. N/A o 0 DRAWN 1. REFER TO GRADING AND DRAINAGE PLAN FOR DRAINAGE Southold Town 0 DJS UTILITY INFORMATION. Planning Board d CHECKED BY ECJ 2. REFER TO UTILI-P( PROFILES FOR PIPE CROSSINGS AND z DATE ADDITIONAL SANITARY STRUCTURE INFORMATION. NOVEMBER 21, 2022 CONTROL BLDG L, X 3 0 SCALE 30 0 30 60 AS NOTED mmommi DRAWING NO. SCALE 1" 30' FEET C-7.2 w Q 0 m i i . I I .. .............._................ i b .....,.. I—- �� . ........ ......... 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I el 'I, . . % �_', � � I Ili I B @ 1 4' 1 ,,- -, 0 DRAWN BY �- , - ' \5i�", - ; t0i ,,,, :.., -1 .1 . .. �­' """� 129 64' 1 1 DJS , , ,%:/,: +0.0 49.0 .1.9.0 +Q2 . .5 +0. +� " 7 j , ,*,,2 1,1 Q,,l . 5!! 0 -5 . � � 1 12 , : � ,,, ___t7�___!7. - . -1 . , , A_�11 " "", ,�', -*�,", . .+o'l +o'o +0'0 4�' +00 491 -1-o 1 49'1 +9'1 �t', +o'1�7v_t77:p"-x7"i­;�*1-*- .....xf "!;T17:�u.., 7u 777 747 . MATCH LINE - EAST SIDE .. I - ,,,,+9,P,,,�+_�", ' ' , , _41* - - 41 � " ,�,, � 4-9 ,� 'I ,V ` � 1. � ..A�:.. __ , ,w- -;,,,- ,A -� I , : V J ­­ 1. :�� , I - - ,,,,,, ,�.[+� LI "", �V 1�11,1)- 1I.?,J1 �:;z",_i"_` . I MATCH LINE - EAST SIDE ,,,,-, ,�, - - v, ", f _ �', �, " 1x11,,^v,.,� i . I _r" ,%1,,,,�,,. , "�'i, , 0 49 + ' o -, i ,��.l � ( .3 -" , - - - ",_'­­ - �_ �! 111�11 CHECKED BY " ., -, ,�,� !�"��_ r ,-,,:,��ia;", - - - , -) ,A", I �4.�' - I I . 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LIGHT LEVELS AT RESIDENTIAL PROPERTY LINES AND THE PUBLIC RIGHT OF \r 259.53' 49 +0" +"0 +0" +0'0 0 +0 4�0 + + (D Z)0 ' WAY SHALL NOT EXCEED 0.05 FOOTCANDLES EXCEPT WHERE REQUIRED FOR U- N 2319'50" W SAFETY ON DRIVEWAYS OR SIDEWALKS. _j LL 0 LIGHTING STATISTICS F_Z) 2. LIGHT LEVELS ON NOND <cn -RESIDENTIAL PROPERTY LINES SHALL NOT EXCEED DESCRIPTION AREA(SF) MIN(FC) MAX*(FC) AVG(FC) MAX/MIN AVG/MIN EAST PARKING LOT 50,000 0.8 5.0 2.2 6.3 2.8 0.1 FOOTCANDLES. F_ WEST PARKING LOT 64,000 0.6 5.0 2.4 8.3 4.0 3. PHOTOMETRIC CALCULATIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD 1DRIVENAYS VERIFY LIGHT LEVELS AT ALL PROPERTY LINES AND PROVIDE MINOR FIELD 61,500 0.6 5.0 2.3 8.3 3.8 00 C14 ADJUSTMENTS AS REQUIRED TO MEET ILLUMINATION LIMITS. EXAMPLE < ADJUSTMENTS WHICH MAY BE REQUIRED INCLUDE ADJUSTING THE ORIENTATION OF LIGHT FIXTURES, DIMMING LIGHT FIXTURES, ADJUSTING THE NOTES:LIGHTING MAX SHALL BE FIELD VERIFIED BY CONTRACTOR WITH LIGHTING METER. LOCATION OF PROPOSED SHRUBBERY, OR INSTALLING ADDITIONAL LIGHT (N SHIELDS ON THE LIGHT FIXTURES. ADJUST,SHIELD OR DIM FIXTURES AS REQUIRED TO STAY WITHIN ALLOWABLE VALUE I w 0 1 4. ALL LIGHTING SHALL HAVE A COLOR TEMPERATURE OF 3000K. C14 5. ALL OUTDOOR LIGHT FIXTURES SHALL BE FULL-CUTOFF TYPE DIRECTED CV JOB NO. N/A DOWNWARD. 0 0 DRAWN BY DJS 6. APPROVED EQUAL LIGHT FIXTURES ARE ACCEPTABLE, HOWEVER CONTRACTOR c; CHECKED BY ECJ SHALL PAY THE COST OF ANY NECESSARY REVISIONS TO PHOTOMETRIC z CALCULATIONS NEEDED TO EVALUATE THE ALTERNATE PRODUCTS. DATE +U0 0 F_ F`4 n 32 +; ,�3 12 +) + 0 1'( 0 28 li_�2 NOVEMBER 21, 2022 SCALE 30 0 30 60 U) AS NOTED -mmmmmi DRAWING NO SCALE 1" = 30' FEET C-8. w < N/O/F N/O/F 9255 MAIN ROAD, LLC Ir BUFFER TREES MATTITUCK, NY 11952 P.O. BOX 645 ... ... ..... 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THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, N/O/F DEBORAH A. FARINA < ONE SHOWING THE EAST PORTION OF THE SITE AND ONE 355 HOBSON DRIVE THE 48.23' SHOWING THE NEST PORTION OF THE SITE. MATTITUCK, NY 11952 2 LLJ "MATCH-LINE" PROVIDED ON EACH SHEET DELINEATES THE z L. 00 BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND 0 ------ ...... a IN,LL_ CN Z 0 THE SCOPE OF THE SECOND SHEET BEGINS. ....... A '52'50* E �.��771111111111 -"/.- .1, "--v � , S 27 y N/O/F MARK A. FARINA �j "y , r- 2. 2. REFER TO THE SECOND (WEST) SHEET OF EACH MATCHED y A & DEBORAH A. FARINA ci �c 0 o"'i PAIR FOR NOTES, SCHEDULES, AND LEGENDS. NOTES OR 355 HOBSON DRIVE Q�0) LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR r APPLY TO BOTH SHEETS. MATTITUCK, NY 11952 -s�a(i 0 C14 *0 04 X Age# Maio. A& As& Al ANIVA "b\ c) 40 (r) I vir, W\ i F, 07 WI`57 c) 40 JPI. JOB NO. N/A &*A Mgt* A2& 0 0 DRAWN DJS 7 WAT S 24*17'50* E 129.64' J. MATCH LINE EAST SIDE MATCH LINE EAST SIDE --K—X——­---­- X_ x 0 CHECKED BY ECJ z "PIT DATE MATCH LINE - WEST SIDE A NOVEMBER 21, 2022 y MATCH LINE - WEST SIDE "­Y-'� y-, _y y RI nr. SCALE CONTROI 0 V) AS NOTED 30 -0 30 60 DRAWING NO 14 SCALE FEET C-9.1 . .0i . .r _++ 1" 30° ltt '04 , ._. . S 24'17'50" E �n I... V..... 129.64 '°, \ IW- x x --_MATCH LINE EAST SIDE x —x---X � MATCH LINE EAST SIDE \ MATCH LINE - WEST SIDE >.~ MATCH LINE - WEST SIDE CCN RUL x BLDG „✓' i / a 12' X 34' ♦ • Af LP LP m i ;.:•k„ 30,000 GPD WWTP I; • `� „ LP LP LP ' WWTP EXPANSION A ` + + y ♦ ♦`y ♦ ♦ ' i F N LLj LL r K _ ♦ « « i W y LP LP LP LP + f� 0 0 o S 21'04'50" E � • ` Ka} p 78.22' 33H/ LILJ o cn 100101 PLANTING PLAN NOTES 3 z o Ln o a '• 1. REFER TO THE GENERAL DETAIL SHEETS FOR PLANTING DETAILS. o zQ ' a wzw 2. CONFORM TO TOWN OF SOUTHOLD PLANTING REQUIREMENTS AND THE INSTRUCTIONS OF u,J m a } ` N/O/F 9025 MAIN ROAD LLC THE TOWN INSPECTORS. ca W a a Z 10095 MAIN ROAD UNIT 4 ;t=';, t,Y • o •• / 3. CONTRACTOR SHALL PROVIDE WRITTEN GUARANTEE TO OWNER OF TWO 2) YEAR 90% o ;W=Z w MATTITUCK, NY 11952 S.C. TAX No. SS ° / r 1000-122-06-28 MINIMUM SURVIVAL RATE FOR ALL TREES AND SHRUBS INSTALLED UNDER THIS CONTRACT. ti "I zw a Q THE GUARANTEE PERIOD SHALL START FROM THE DATE OF SUBSTANTIAL COMPLETION OF ti O z w°a THE WORK. WHENEVER SURVIVORSHIP DROPS BELOW THE SPECIFIED LIMIT DURING THE v W <_ a GUARANTEE PERIOD THE DEAD OR DISEASED SHRUBS AND TREES SHALL BE PROMPTLY �� >- Z z ~° REPLACED BY CONTRACTOR AT NO COST TO THE OWNER. Z (on w p:o° 4. CONTRACTOR SHALL INSTALL AN UNDERGROUND IRRIGATION SYSTEM FOR ALL TREES, 0 n a p a T'<, `r � ° / _ _ LAWNS AND SHRUBS AT THE FRONT AND SIDE YARDS OF THE MAIN BUILDING. THE d ;a $W- SYSTEM SHALL CONSIST OF MULTIPLE ZONES FOR EACH AREA OF THE SITE AND U) Z Q LL(=0'_` ' ' 7 / AUTOMATIC VALVE CONTROL. AUTOMATIC VALVE CONTROL SHALL BE BASED UPON r CO Z I;�°o F, oi, READINGS FROM MOISTURE SENSORS TO MAXIMIZE WATER CONSERVATION DESIGN 0 � F<=oz-Wco, U V1 1 i f IRRIGATION WATER SUPPLY RATE = 1.5 INCHES/WEEK. ALL IRRIGATION SYSTEMS SHALL 9 LL a a 0 \1�1, Owg00w �1 ` t• WETLAND BE DOWNSTREAM OF AN IRRIGATION RPZ TO PROVIDE ISOLATION FROM THE BUILDING o o z W W z ...� • ° EXPANSION/MIT;GATION WATER SUPPLY. -� W s i° z •: � J�wUow . U Z z' AREA 2,749 SF— • I 5. PLANTING WORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A COMPETENT AND a �'� '<' a lr ', \ QUALIFIED FOREMAN WITH AT LEAST 5 YEARS EXPERIENCE IN PLANTING OR NURSERY _>v �'c�o' r" \ I'llS WORK. x wwao � ILL M 6. CONTRACTOR SHALL INSPECT ALL PLANTS BEFORE PLANTING. DISEASED PLANTS, 4? _ o -0 Ci DAMAGED PLANTS, OR OTHERWISE UNSATISFACTORY PLANTS SHALL BE REMOVED FROM =3 0 z o W 9 i-9 r` y THE SITE AND REPLACED WITH HEALTHY PLANTS. oco �, w ',.`''`' '•� ` ``. `' „ 7. CONTRACTOR SHALL SCHEDULE THE WORK SUCH THAT PLANTING IS PERFORMED AT AN N c.6a F�'W w.w. -o r;: 'i".i. I:S �,C APPROPRIATE TIME OF YEAR DURING THE OPTIMAL GROWING SEASON. LL LL Rn \ K` r O /' Vii'.:."'il r'";'� ,.v < ..;t,.r:;,, /, � awr a " zo W"'' '\ \r •. /// 0 '+'♦• z;_ !;,^ 8. SHRUBS AND TREES SHALL BE INSTALLED AT LEAST 2 FEET DISTANT FROM WALLS o °o ° \ ? Y AN ,,,., .." MASONRY AND HARDSCAPE. cLu 5 oz Mp ° wzW 9. ALL PLANT BED AREAS SHALL BE TOPPED WITH 2" LAYER OF HARDWOOD MULCH. o (Do o a F- U z . N CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A SUBMITTAL FOR THE MULCH U,r-a z u)w ' PROPOSED FOR USE BEFORE INSTALLATION. THE SUBMITTAL SHALL INDICATE THE a °U)z o \ \ cq COMPOSITION OF THE MULCH MATERIAL. MULCH SHALL NOT CONTAIN RECYCLED PALLETS, *` -a z W o a ' r CHEMICAL RESIDUE OR OTHER OBJECTIONABLE SUBSTANCES •i t _ a!,<_, o `... cG N aQWX LLo . 10. PREPARE AND FERTILIZE SOILS IN PLANTING AS REQUIRED TO SUPPORT PROPOSED Z LL 3°°__W \��,� C w3 �z PLANTINGS. REFER TO TECHNICAL SPECIFICATIONS FOR DETAILED REQUIREMENTS. O m a S W o HOZ ww LL CO) zI Coll w S 57'0445" E ACT. 13.41' ACT. �... +• / `, V = =Q w X N 80.56'20" E DEED 11.07' DEED ;' / .y., ��_�_I ~ 'F � w .E '`� ?•":'i= �, }. n� �, LANDSCAPING SCHEDULE •�\ \ SYMBOL ABV. QTY DESCRIPTION BOTANICAL NAME SIZE/SPACING U N/A 81908 SF GROUNDCOVER, GRASS SOD SEE PLANTING DETAILS SEE PLANTING DETAILS J t +•� Cr • o © JUH 4,445 SF GROUNDCOVER, CREEPING JUNIPER JUNIPEROUS HORIZONTALIS 1 QT CONT / 24" O.C. LIM 0 SF GROUNDCOVER, LILY TURF LIRIOPE MUSCARI 'VARIEGATA' 1 QT CONT / 18" O.C. W Y Q OW RV 196 SHRUB, VIRGINIA ROSE ROSA VIRGINIA 3 GAL CONT / 4O.C. ,r J � 6) 0 IG 233 SHRUB, INKBERRY ILEX GLABRA 3 GAL CONT / 4' O.C. �1L. O L. KA 142 SHRUB, SHEEP LAUREL KALMIA ANGUSTIFOLIA 3 GAL CONT / 4 O.C. 03 J f \ \ W 07 LU '1 \ AR 70 TREE, RED MAPLE ACER RUBRUM 2" CAL / AS SHOWN LL,Z 7 i L W Q 0 w KP 12 TREE, GOLDENRAIN KOELREUTERIA PANICULATA 4" CAL MIN ALONG NY 25 0 ¢ >Z 2" CAL ELSEWHERE Q J c.� 0_ o • 0 Ate, \r ` SPACING AS SHOWN [ , W �Q 00 QA 98 TREE, WHITE OAK QUERCUS ALBA 2" CAL / AS SHOWN rvn O YY _ _ Z ,259.53' N 23'19'50" W r� CF 60 TREE, FLOWERING DOGWOOD CORNUS FLORIDA 6' TALL MIN / AS SHOWN Y F_-� z U p LL \ �Y r Q\// PS 100 TREE, WHITE PINE PINUS STROBUS 6' TALL MIN / AS SHOWN N QN 2 CN \\� N RECEI ELi O NOV 2 1 2022 N oX06 No. N/A Souti-fold Town DRAWN BY DJS Planning Board T 0 CHECKED BY ECJ z DATE NOVEMBER 21, 2022 SCALE AS NOTED 30 0 30 60 DRAWING NO. SCALE 1" = 30' FEET C-9.2 w H- 0 MINIMIZE VARIATION, USE A CONSTANT WIDTH CLEANOUT NOTES m L, MIN. LENGTH TO BE RESTRAINED 1. ALL HOUSE CONNECTIONS SHALL BE PROVIDED WITH A CLEANOUT AT THE ON EACF SIDE OF FITTING F 12" MIN FROM FACE OF THE BUILDING. FINAL SAW CUT DISTURBED PIPE FITTINGS (Deg) TEES ES (PAVED AREAS) PAVEMENT 2. REFER TO UTILITY PLAN FOR PIPE SIZES AND MATERIAL. in 11.5 22.5 45 90 ENDS INITIAL SAW CUT SHEETING AS REQ'D 3. REFER TO UTILITY PLAN FOR ADDITIONAL CLEANOUT AND HOUSE CONNECTION 3 3 4 7 10 6 (PAVED AREAS) (DESIGN BY CONTRACTOR) INFORMATION. HEAVY DUTY, LOCKING, INSECT-PROOF CAST IRON 6 4 6 10 15 9/ 11 /% � i//�;//i�//�.(i\// //j� 8 4 7 13 20 14 COVER TO GRADE (TYP) \ ___�� \/ 10 5 9 15 25 18 IN PAVED AREAS, RESTORE i�� BACKFILL WITH SUITABLE MATERIALS IN 12 6 10 17 29 21 \ �� FIN. GRADE GREASE TRAP NOTES W AREA BETWEEN FINAL SAW UNPAVED AREAS AND SELECT GRANULAR FILL Z . L CUTS WITH TYPICAL \ IN PAVED AREAS, COMPACT TO 95% IN PAVEDr x 1. CONCRETE: 5,000 PSI MINIMUM O }� PAVEMENT SECTION (SEE AREAS AND AT LEAST 85% IN UNPAVED AREAS a Z COMPRESSIVE STRENGTH © 28 DAYS p U . Cc PAVEMENT SECTION \ / STOPPED OR 10" H2O TRAFFIC M : > DETAILS . PROVIDE CRACK \ 36" MARKER TAPE TO BE END PLUG 2' = o d w ) MAX. INSTALLED 12" ABOVE PIPE BEARING TOP cv U ,,,� 2. STEEL REINFORCING - ASTM A-615 _ � SEALER BETWEEN \ / GRADE 60. PROPOSED AND EXISTING \ SUITABLE COVER 20" MIN 20" MIN 6" 0 PVC PITCHED CAI cf-__3 ASPHALT. \ / `TRENCH WALLS MAY BE SLOPED ABOVE TO GRADE 1/8" PER FOOT 3. TANKS SHALL BE DESIGNED TO MEET ASTM w FITTING ANGLE \ / _ C858 AND ACI 318 WITH AASHTO HS-20 TOP OF PIPE, AT CONTRACTOR'S OPTION z MIN. (TO - _ - MANHOLE) LOADING 6" MIN. (TYP.) \ / SELECT GRANULAR FILL, COMPACT TO - \ / 95% MODIFIED PROCTOR DENSITY to - - _ _ _ 4. EARTH COVER - 0' TO 5' MAX / 6" s� PVC f�-14" MIN--t 11 PIPE ZONE + SELECT GRANULAR FILL, COMPACT TO PITCHED 12' 0 5. CONSTRUCTION JOINT-SEALED WITH 1" DIA. WZ46 95% MODIFIED PROCTOR DENSITY 1/4" PER D WARNING z BUTYL RUBBER OR EQUIVALENT RESTRAINING JOINT (TYP .. . .,. ACCESS COVERS � SPRING LINE-/ ' ' ` "`�V` SELECT GRANULAR FILL, COMPACT TO FOOT MIN. o SHALL BE SECURED - 6. GREASE TRAP COVERS SHALL BE ^ ` _ LOCKABLE. ALL COVERS SHALL BE RATED 95% MODIFIED PROCTOR DENSITY SEE � � AT ALL TIMES NOTES: SEWER OR WATER PIPE AS ( SEWER PIPE o a FOR H-20 LOADING. 1. ALL PRESSURE PIPE BENDS, TEES AND WYES SPECIFIED ON UTILITY PLAN NOTE 1) -� w GREASE TRAP SHALL BE RESTRAINED FOR PIPES 4" DIA. OR NOTES: MONOLITHIC WARNING SIGN 7, BASE SECTION OF GREASE TRAP SHALL BE LARGER. BASE SECTION z MONOLITHIC CONCRETE POUR. 2. PROVIDE ROMAC "GRIP-RING" OR EQUAL FOR 1. "SELECT GRANULAR FILL" AS DEFINED IN TECHNICAL SPECIFICATIONS. 30' ELBOW Z 3/4" CRUSHED STONE o PVC/PVC JOINTS. PROVIDE SELECT GRANULAR FILL PIPE BEDDING BELOW THE PIPE WHERE - COMPACTED TO 95% 8. LOCATION AND ORIENTATION OF PIPE z ROCK OR OTHER UNSUITABLE CONDITIONS ARE ENCOUNTERED. IN SUCH `V MODIFIED PROCTOR PENETRATIONS SHALL BE AS SHOWN ON CASE PROVIDE A SUFFICIENT AMOUNT OF FILL AS WARRANTED BY FIELD TEST DENSITY ® UTILITY PLAN. CONDITIONS, BUT NOT LESS THAN A THICKNESS OF 6" BELOW THE PIPE OPTIMAL MOISTURE BOTTOM. CONTENT 9. INSTALL A WEATHERPROOF GREASE TRAP 33iyj� _ WARNING SIGN NEARBY WITH LINE OF O 2. "SUITABLE MATERIALS" AND "UNSUITABLE MATERIALS" ARE AS DEFINED SIGHT OF THE GREASE TRAP. IN TECHNICAL SPECIFICATIONS. 60' WYE COMPACTED SUBGRADE W Z� N O Z `l N O Z CD O01 MIECHANICAL PIPE RESTRAINT 02 TYPICAL SEWER OR WATER PIPE TRENCH OS SANITARY CLEANOUT 12' O SANITARY GREASE TRAP v'�6,y°�'1 Q� NOT TO SCALE NOT TO SCALE NOT T0.SCALE 04 NOT TO SCALE •l `�c, N000w LL !_OZ Q p F U W 3rO�pa gaw<al=-O Z) L'u p F<O CL �w<wgw w<W U Z p �Otni<I < S2 oz z O v~i�xzmw . r- W ywp�rOQ w a I� 0 MO r- zw��jz�F ❑ zz-2 oz {{uu 0 =�CO�N Z (uj FOp a 6 oLL=9�< O 00 wz :►+ nal-Qpt� d (6 oaXWw� ►� OW W s /\r^��1 �Z Q� Z wo 1� =LL T-1" co) C co zU�00� p o O� <Ozp0 ❑� o wLLNaa& I rnOW0W O a) �NzWWK �+ �. UWwLUL zW CLASS "A" CONCRETE RPZ ASSEMBLY (TYP) W s z p�z FILL, 4,000 PSI TYPE II CEMENT. COVE TO RPZ NOTES: O M li.z W Q PIPE INVERTS 0' o a--W TWO 2 REDUNDANT 4" >W�<Z� 1. A SECOND RPZ IS PROVIDED FOR REDUNDANCY. EITHER RPZ MAY BE ( ) O w z<p REMOVED FOR MAINTENANCE WITH NO SERVICE DISRUPTION. RPZ DEVICES IN N W W a 2. EACH RPZ SHALL HAVE FOUR (4) TEST COCKS AS SHOWN. ALL TEST COCKS i. MPARA ALLEL, F CO LLo Fdor ZQZ Q Z ",ofW - SHALL BE POSITIONED FOR EASY ACCESS. I W w<T I APPROVED EQUAL o o 09 w W -� 3. HEATERS SHALL BE SUITABLE FOR USE IN WET/DAMP CONDITIONS. HEATERS `t U) q g 09 w J V y SHALL BE THERMOSTATICALLY CONTROLLED TO MAINTAIN A MINIMUM CN o 'oz W 1,000 WATT TEMPERATURE OF 40'F YEAR ROUND. 51WATER O � w¢z LL ron 4. PROVIDE ELECTRIC POWER TO THE ENCLOSURE TO POWER THE HEATERS. RESISTANT a) � < O o W ELECTRIC SERVICE TO THE ENCLOSURE SHALL BE PROTECTED WITH A GFCI =w w z-0- BREAKER. BREAKER. HEATER (TYP, 2) Oo e- W p<o v PIPE CONFIGURATION M �`�'w 29 VARIES, REFER TO 5. ALL WATER CONNECTIONS SHALL BE DOWNSTREAM OF THE BACKFLOW co uz_":� a PREVENTION DEVICE. ZfA UW UTILITY PLAN o '' z REINFORCE AS REQUIRED 6. NO CONNECTION TO PUBLIC WATER SHALL BE MADE UNTIL ALL REQUIRED o o-,o�ao STANDARD NYSDOT BACKFLOW PREVENTION DEVICES ARE INSTALLED, TESTED AND APPROVED. `- ~ 0,z F z Ln W FOR AASHTO HS-20 a LOAD, #6 BARS ® 6" PLAN MAINTENENCE HOLE COVER z w o En a Y O.C.E.W. TYPICAL FROM NYSDOT APPROVED LIST RPZ PLAN VIEW Jaz 1w,a �avizo <Z LL N LL BRICK AND MORTAR AS W<-_o 0 MAINTENANCE HOLE NOTES: REQUIRED TO ADJUST COVER # s I.,.o<m o z 1i3Z FLUSH WITH GRADE c zpvww ,3 1. ALL MAINTENANCE HOLE SECTIONS 6"X6" W4 X W4 HEATED ALUMINUM ENCLOSURE, w 5< 'z z 10 SHALL CONFORM TO & A.S.T.M. W.W.M. TOP FINISHED GRADE HUBBEL HB3E-DS, OR APPROVED _ (a Z o 0 z In LL a _ zOz>_LL- X C-478, LATEST REVISION STANDARD EQUAL SPECIFICATIONS FOR PRECAST z_ ¢ 4 TEST COCKS I co �Z REINFORCED CONCRETE M.N. mm REQUIRED g o 9 w W, SECTIONS. OS&Y GATE O 0 g a W 0.UJ N ADJUST TO GRADE W/ ALL VALVE TYP V En°En g a w 2. MAINTENANCE HOLE RISER SECTION iv X X 32" WEATHER RED CLAY BRICK W/ LOCKABLE ALUMINUM (TYP) TO BE FURNISHED IN 1,2,3, OR 4' TYPE 2 MORTAR (MIN. OF TWO ACCESS DOOR I HEIGHTS AS REQUIRED. o COURSES AND MAX. OF 12' 3. MANUF. SHALL CERTIFY THAT ( MANUFACTURER'S ') BOTH SIDE OFKN FLANGED CONNECTIONS MAINTENANCE HOLES DELIVERED IDENTIFICATION ENCLI CONFORM TO AASHTO H-20 LOADING K CAST IN WALL M.H. STEPS S.S. OR STEEL DRAINAGE 1 INSIDE ENCLOSURE 4. REI3AR SHALL CONFORM TO ASTM REINFORCED COPOLYMER FLAPS ON SIDE z U A-615-60 Fs=60,000PSI 2" x J C-4 } POLYPROPYLENE 5. WELDED WIRE MESH SI-ALL CONFORM CLEAR F PIPE z cS J TO A.S.T.M. A185 Fs=65,000PSI (TYP) CIRCUMFERENTIAL SUPPORTS :2 0 6" 6 CONCRETE SHALL BE x,000 PSI 28 DAYSREINFORCEMENT, 0.12 SQ. I i i I (TYP) oD IN./FT. OF HEIGHT I I I I r7 7. FLAT SLAB TOPS (NO JOINT) SHALL I I I I 00 Z JY HAVE TOP & BOTTOM STEEL. ° �,J,J 8. THI_RE SHALL BE AN ELEVATION ' ' ' " •.. .. ,' 'sic X ° X X ax x X'-� `� �� �/e S.Q. OR 3/4'� DIA. SELF �,.. c / /..//i�///.7 5 �-- DROP OF AT LEAST 0.10 FEET FROMA . //\/j\ \ /\//\ ° \ \ O0 INLET PIPE TO OUTLET PIPE. SEALING BUTYL GASKET _ 0- 3'-3" ° w a r Q r 4,000 PSI 'J OW CLASS 53 DUCTILE IRON MAX' W 5" 4' ALUMINUM ENCLOSURE o CONCRETE SLAB PIPE INSIDE ENCLOSURE WZ 6X6-10/10 WWM Q W ¢ ON 1 4d A #2 STEEL HOOP AROUND o PIPE AS NOTED ON - Q o Z p OPENING (TYP) 6" LAYER OF 3/4" UTILITY PLAN z O F- �Z CRUSHED STONE Ld Z PIPE 2" PASTLu Ld FLEXIBLE • COMPACTED TO 95% W w W S �O o w o_ MODIFIED PROCTOR m INSIDE WALL JOINT n TEST DENSITY Q Y f-- L d " o ® (TYP) • ' W = UJ Iv F PROVIDE THRUST BLOCK, OR �- Y F-LL MECHANICALLY RESTRAINED LL "KOR-N-SEAL" JOINTS AT BENDS (TYP) ? QZ PVC JOINTS 00 FLEXIBLE SLEEVE, OR �. APPROVED EQUAL RPZ SECTION VIEW � CONCRETE SCORING SECTION MONOLITHIC BASE SLAB Q REINFORCEMENT #4 BARS ® 00 6" O.C.E.W. TOP N 17 CV CV 4' O SANITARY MANHOLE RECEIVED N o I NOT TO SCALE N 06 4" 0 DOMESTIC RPZ F 2 2Q22 I JOB NO. N/A NOT TO SCALE 0O DRAWN BY DJS Southold Town CHECKED BY ECJ Planning Board z DATE NOVEMBER 21, 2022 V) AS AS NOTED DRAWING NO. C-10.1 w p WATER MAIN WATER MAIN m 10' MINIMUM OR 1'-6" MINIMUM VERTICAL OFFSET 1'-6" MINIMUM SANITARY SEWER—\ VERTICAL OFFSET Z 0 O � w SANITARY SEWER a � o U U) w — — p CROSS SECTION SANITARY SEWER MAIN / WATER MAIN 0 PARALLEL INSTALLATION SANITARY SEWER MAIN / WATER MAIN CROSSING NOTES 1. SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR SEWER MAINS AND APPURTENANCES" FOR INFORMATION ON ADDITIONAL REQUIREMENTS. REQUIREMENTS ARE CONSISTENT WITH "10 STATE WATER MAIN STANDARDS" AS PUBLISHED BY HEALTH EDUCATION SERVICES. 0 z 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ELEVATIONS OF EXISTING UTILITIES TO ENSURE ADEQUATE CLEARANCE FOR THE SEWER LINE EXISTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER (IN WRITING) OF CONFLICTING ELEVATIONS, ALLOWING THE ENGINEER ADEQUATE TIME TO REVISE GRADES WITHOUT _ NECESSITATING REMOVAL AND RECONSTRUCTION OF WORK ALREAD'( COMPLETED BY THE CONTRACTOR. OL 3. BEDDING BELOW THE PIPE INVERT SHALL BE REQUIRED ONLY WHEN NOTED IN THE OWNER REQUIREMENTS OR WHEN ROCK OR UNSTABLE OR UNSUITABLE CONDITIONS ARE ENCOUNTERED. HYDRANT W Z� N O 4. ALL PIPES SHALL BE BEDDED IN SELECT GRANULAR FILL. REFER TO THE TYPICAL TRENCHING DETAILS OPERATING NUT � � '�' Lr cn i Q AND TECHNICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. TEE (HYDRANT TEE PREFERRED) ti p �- BONNET .) Z5. NEW SANITARY SEWER MAINS INSTALLED PARALLEL TO WATER MA114S SHALL HAVE A MINIMUM OF 10' 0 OFFSET N HORIZONTAL SEPARATION (MEASURED EDGE OF PIPE TO EDGE OF 'IPE OR EDGE OF STRUCTURE) On BEND �S o SANITARY SEWER WHENEVER POSSIBLE. WHEN 10' HORIZONTAL SEPARATION CANNOT BE MAINTAINED A VERTICAL = SEPARATION OF AT LEAST 1'-6" BETWEEN BOTTOM OF WATER MAN AND TOP OF SANITARY SEWER PIPE SHALL BE MAINTAINED. IF NEITHER SEPARATION CAN BE MAINTAINED, THE SANITARY SEWER HOSE NOZZLE GROUND LINE MAIN AND WATER PIPE SHALL BE CONSTRUCTED AS SHOWN ON THE CONTRACT DOCUMENTS AS (SEE HYDRANT �,"o`z w � APPROVED BY THE APPROPRIATE HEALTH AGENCY. VALVE Ln o P ooW W STEAMER NOZZLE GROUNDLINE DETAIL) 3 O w O 6. CONFORM, AT MINIMUM, TO NYS PLUMBING CODE SECTION 603.2 "SEPARATION OF WATER SERVICE AND UPPER BARREL 5°w W�ov BUILDING SEWER". IF MORE STRINGENT OR ADDITIONAL PROTECTIONS ARE SHOWN ON THE PLAN FOR FRANGIBLE COUPLIN zo z a r o 90n r=a2E-> _ BEND GROUND LINE a W z W. THE WATER SERVICE, PROVIDE SUCH PROTECTIONS AS SHOWN ON THE PLAN. DEPENDING ON SITE wawa w SPECIFIC CONSIDERATIONS, ADDITIONAL PROTECTIONS MAY INCLUDE SLEEVING THE WATER PIPE IN AN TEE (HYDRANT (SEE HYDRANT W a W a OUTER CARRIER PIPE, SLEEVING THE SEWER PIPE, CONSTRUCTING THE SEWER OF PRESSURE RATED TEE PREFERRED) GROUNDLINE DETAIL) FINISHED GRADE p W o U)x a 8- PIPE, AND/OR OTHER MEASURES AT THE DISCRETION OF THE LOCAL HEALTH DEPARTMENT AND TYPICAL HYDRANT INSTALLATIONo N W=z m W OPERATING ROD co Y w o 1 z w ENGINEER. PLAN VIEW LOWER BARREL r o=" Z ui SANITARY SEWER MAIN / WATER MAIN w o w o w o PLAN MAIN OPENING VALVE ❑ z z 2 O z PARALLEL INSTALLATION HYDRANT DRAIN HOL Z �N W o 0 w w a F Z MANUFACTURER'S SHOE d O R a o W j7 w OFFSET (VARIES) ca rp' O X W W ; FINISHED GRADE MAX. 4 p z a F za 01 SEWERMATER SEPAQRATIION FINISHED GRADE MIN. c s z<=o W F ROUND LINE o oJIZL( HYDRANT ASSEMBLY U N~-i ❑� N O? wLL ofL CROSS SECTION N � ow °?W m HYDRANT GROUND LINE DETAIL ALTERNATE HYDRANT INSTALLATION W'z 0,-W UW WLLZ W PLAN VIEWNOTE: WILL VARY WITH MANUFACTURER & MODEL 0 M a N zzq LOU Cfl —8w� O .� wWQaZ� X mow°z� 0 Fw N LL oF�ooz vJ S::) Uo 2'-6" PREFERRED : m - o�N o ul 1'-6" MIN. OR AS FIRE HYDRANT NOTES: N y 9 o o co SHOWN ON CONTRA C °'`-n. DOCUMENTS 1. FIRE HYDRANT THREADS SHALL BE APPROVED BY THE LOCAL FIRE DEPARTMENT BEFORE p ��0 o w o o COMPACT BACKFILL TO 90% ORDERING OR INSTALLING ANY FIRE HYDRANT. Ix v z ,20w PROCTOR AROUND HYDRANT 2. AT EACH PROJECT SITE, THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL WATER v`J - ' ' a W LL w Z W . VALVE BOX (SLIDE TYPE) BARREL OR INSTALL 2' X 2' AUTHORITY TO OBTAIN AND INCORPORATE ANY ADDITIONAL REQUIREMENTS, SUCH AS o o a¢z PLUMB AND SET TO GRADE CONCRETE COLLAR (SEE NOTE 3) COMMONLY SPECIFIED IN SPECIAL NOTES, "OWNER REQUIREMNETS FOR WATER AND "0F�oY APPURTENANCES ?U oa Fn z o a w TRENCH & CULVERT 3. ALL NEW HYDRANTS SHALL BE DRY-BARREL. TRAFFIC MODELS IN ACCORDANCE WITH 0a rZ a - � _ LL w . EXCAVATION AWWA STANDARD C502 UNLESS SPECIFICALLY REQUIRED OTHERWISE BY THE OWNER -}o REQUIREMENTS. THE GROUND LINE MARKED ON THE HYDRANT, OR IDENTIFIED BY THE ao'amZW MANUFACTURERS USING AN OFFSET FROM A KNOWN POINT ON THE HYDRANT, SHALL 1 C w; °LE Z -0„ BE WITHIN 1" ABOVE OR BELOW FINISHED GRADE. THE HYDRANT SHALL BE INSTALLED m 5= w° ..:b�..._.�.,......�....,� N o a�O z SO THAT NO PORTION OF THE LOWER BARREL THAT PORTION REMAINING IF THE $<z o W SELECT GRANULAR FILL UPPER BARREL IS BROKEN OFF) EXTENDS MORE THAN 4" ABOVE FINISHED GRADE, ... ...._. o w o LL o k MEASURED OVER 5-0' HORIZONTAL SPAN. z o z'm LL PER SECTION 203 �Z o HYDRANT TEE [LATERAL F a ANCHOR PIPE 4. WHEN THE HYDRANT CANNOT BE PLACED IN THE DESIRED LOCATION USING THE a p g W(W (PREFERRED) ( TYPICAL HYDRANT INSTALLATION DUE TO CLOSE PROXIMITY TO THE MAIN, THE —- U o_W w a PREFERRED) DRAIN HOLE ALTERNATE HYDRANT LOCATION LAYOUT MAY BE USED. ~s a W (SEE NOTE 9) WATER MAIN — 5. MULTIPLE BARREL EXTENSIONS ARE NOT PERMITTED UNLESS THE DESIRED GRADE CANNOT BE REACHED WITH A SINGLE EXTENSIONS. IF A SMALLER EXTENSIONS / t IS ALREADY IN PLACE ON AN EXISTING HYDRANT, IT SHALL BE REMOVED AND REPLACE WITH A SINGLE LONGER ONE. THE REMOVED EXTENSIONS SHALL BECOME THRUST BLOCK THE PROPERTY OF THE OWNER. V YS o 6. BACKFILL AROUND THE TOP OF THE LOWER BARREL SHALL BE COMPACTED TO A J STONET NO.2 DRAINAGE MINIMUM DENSITY OF 95%. J 7. LATERALS FOR HYDRANTS USING ANCHOR PIPES SHALL BE SINGLE PIECE, UNLESS HYDRANT INSTALLATION DETAIL MORE THAN A FULL LENGTH OF ANCHOR PIPE IS REQUIRED. LATERALS FOR HYDRANTS �— USING THRUST RESTRAINT PROVIDED BY MEANS OTHER THAN AN ANCHOR PIPE Z SHALL BE SINGLE PIECE, UNLESS MORE THAN A FULL LENGTH (18'-0") OF PIPE IS W JY REQUIRED. W OR 8. NEW WATER MAINS INSTALLED PARALLEL TO STORM AND/OR SANITARY SEWER . rte �>. EDGECONDUITS SHALL OF PIPE TOE DVE A E OF PNIMUM OF 10'-0"IPE) WHENEVER POSSIBLE. WHEN 10'-0"AL HORIZONTAL, 0 SEPARATION CANNOT BE MAINTAINED, A VERTICAL SEPARATION OF AT LEAST 1'-6" r^ '^ _I U)W BETWEEN BOTTOM OF WATER MAIN AND TOP OF SEWER PIPE SHALL BE MAINTAINED. VJ VJ W LL,Z IF NEITHER HORIZONTAL OR VERTICAL SEPARATION CAN BE MAINTAINED, THE WATER AND THE SEWER SHALL BE CONSTRUCTED AS SHOWN ON THE CONTRACT PLANS AND Q ~ O APPROVED BY THE APPROPRIATE HEALTH AGENCY. ¢W o Z� 9. THE RELOCATION OF AN EXISTING HYDRANT SHALL INCLUDE THE INSTALLATION L, v �� LENGTH OF ANCHOR PIPE UP TO 6'-6" LONG, INSTALLED AT ANY POINT BETWEEN W O QO THE MAIN AND THE HYDRANT. 10. THRUST RESTRAINTS SHALL BE PROVIDED AS FOR A DEAD END AND AS REQUIRED Q 0 YY BY THE OWNERS REQUIREMENTS. = U_j 11. THE HYDRANT DRAIN HOLE SHALL BE KEPT UNOBSTRUCTED, CARE SHALL BE USED TO Y �L j KEEP THRUST RESTRAINTS FROM BLOCKING DRAIN HOLE. IF THE HYDRANT DRAIN IS LL LOCATED WITHIN 10'-0" OF A SANITARY SEWER OR STORM DRAIN, OR IF GROUNDWATER Q () IS FOUND WITHIN 6'-6" OF FINISHED GRADE, THE HYDRANT DRAINS SHALL BE PLUGGED. �cl) 12. HYDRANT DRAINAGE MATERIAL SHALL BE #1 OR #2 STONE PER STANDARD 703-02. 13. MATERIALS REMOVED UNDER REMOVE EXISTING HYDRANT SHALL REMAIN THE PROPERTY OF THE SYSTEM OWNER. THE CONTRACTOR SHALL NOTIFY THE OWNER 0 A MINIMUM OF 48 HOURS PRIOR TO REMOVAL TO COORDINATE PICK-UP, OR SHALL N STORE THE MATERIALS FOR PICK-UP ON-SITE A.O.B.E. -ld 17 14. MATERIALS REMOVED UNDER REMOVE AND DISPOSE OF EXISTING HYDRANT N SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM THE WORK SITE A.O.B.E. co 0 1 N N JOB NO N/A I E C E I V E® 0 DRAWN BY FIRE HDJS 02 HYDRANT ASCALENT _ _ _ _ o CHECKED BY ECJ NOV2 12022 Z DATE I � NOVEMBER 21, 2022 Southold Town W SCALE AS NOTED Planning Board DRAWING NO. C-10.2 I W H Q 0 m 10" REINFORCED FRAME AND COVER CASTING. ?i �, H-20 TRAFFIC 24" 0 SOLID MANHOLE COVER UNLESS PAVEMENT COURSES SHEETING AS REQ'D 1" BEARING SLAB OTHERWISE INDICATED ON PLAN 1' MIN, 2' MAX (DESIGN BY CONTRACTOR) NOTES }x\ SUBBASE COURSE a�Q �� r"� w FINISHED 1. THE MINIMUM DEPTH OF BEDDING �O� PICK K >o GRADE SHALL BE 3" FOR PLASTIC AND z LI LJ HOLE PIPES AND CORRUGATED METAL �.r. ;..•.. PRECAST RISER RINGS OR O N a ®® ® ® _ CONCRETE BRICK BACKFILL WITH PIPE-ARCHES. STRUCTURAL PLATE ZO a SUITABLE MATERIALS PIPE-ARCHES SHALL BE BEDDED STORM PIPE IN UNPAVED AREAS FOR THE FULL WIDTH OF BOTTOM w MO 00P ®® ® ® ® m ® - VARY, REFERTOUETILITY AND SELECT PLATES. aQ IJ P' _ _ _ GRANULAR FILL IN ®® ® ® ® PLAN. PROVIDE 15" � 3' MINIMUM U 1„ w � ®®® ® ® - - _ _ PAVED AREAS, 2. "SELECT GRANULAR FILL" AS C.P.P. UNLESS OTHERWISE Li 0 NOTED ON PLAN COVER COMPACT TO 95% IN DEFINED IN TECHNICAL p SOLID COVER PLAN VIEW 0 w PAVED AREAS AND SPECIFICATIONS. PROVIDE A 1" (TYP.) MAY HAVE 4,6, OR 8 RIBS) GRATE INLET PLAN VIEW viz N PRECAST CONCRETE AT LEAST 85% IN MINIMUM OF 6" SELECT GRANULAR UUL w Q DRAINAGE RINGS UNPAVED AREAS FILL PIPE BEDDING WHERE ROCK OR FRAME PLAN VIEW o LJ (4,000 P.S.I.) OTHER UNSUITABLE CONDITIONS ARE O • ENCOUNTERED. 26" 3/4" 1. WRAP ENTIRE STRUCTURE •• 3. "SUITABLE MATERIALS" AND 24" w WITH FILTER FABRIC. : ' e ••', • : •,N•• . • : ' , N UNSUITABLE MATERIALS" ARE AS 26' DEFINED IN TECHNICAL h -N26" 2. 3'-0" MIN. COLLAR • • • . :• • e SPECIFICATIONS. iv I 1 BACKFILL WITH COMPACTED BOTTOM OPEN CLEAN SAND AND GRAVEL. 43 �{ N I FRAME SECTION GRATE INLET SECTION iv Z 4„ {•� 11'-4" 4" TABLE 1 0 SOLID COVER SECTION 12'-0" DRAINAGE SELECT GRANULAR DIAMETER OR SPAN "C" Z FRAME AND COVER NOTES .• PIPE ° . FILL (AS REQUIRED) UP THRU 24" D - ROUND PIPE _ GROUNDWATER zo LL Q ° COMPACT TO 95% S - PIPE ARCHES 1. SOLID COVERS SHALL BE CAST WITH APPROPRIATE LABELING TO INDICATE o 0 MODIFIED PROCTOR -Df o > 24" TO 144" 24" Z a 5 Q DENSITY (VARIABLE 33N THE TYPE OF UTILITY (IE. "SANITARY", "STORM "CLEANOUT", ETC) I-o 60" DEPTH) > 144" 2. FRAMES AND COVERS SHALL BE RATED FOR H-20 LOADING. tO z o a Lu I-F-0 CL Z Q C � Z� N O 3. ADJUST ALL COVERS TO BE FLUSH WITH THE FINISHED GRADE. N -Z L O y o O v)'�byd'�ls OQ�• MANHOLE CIRCULAR FRAMES AND COVERS V` STORMWATER DRYWELL 03 TYPICAL STORM PIPE TRENCH NOTQ , '/ N0zOow F'�QpLL F-y W 3�o um,oa gawa-s o} ��o a�¢ 0U z ZW X> W, ¢W¢W O��ma� w¢WaZlr p �Ofnx¢p ¢ d=zyo}m z r- O yw s w w z w 7 K Q Il- o,Waa1 T__ 3 W J N ❑ zZ wO2wzwOC9Z Z �-r-ooin 0Ul 4 O cu ooxwwf 4 NZLL� Z 0 o::i<CD =O z . O O �¢ a0 ❑0 O NOwaOw Z w K O W CO Lcf wz000 w Z N ~ `nE5W,,Z UWwUOww , O (L Z O> Ch ¢�aa0O _ = w Q 0 WIRE HANGER (TYP.) m RESTORE SURFACE IN MORTAR MORTAR KIND OR AS SPECIFIED ON THE CONTRACT DOCUMENTS LEVELING SAWCUT IN PAVED AREAS COURSE SEE PAVEMENT COMPACTED BACKFILL REPLACEMENT DETAILS PLACED IN 6" LAYERS 1'-6" MIN. BEFORE COMPACTION SEAL WITH WATERPROOF COMPOUND, Z r BUTYL-ACRYLATE BASED SEALANT CO uj o 9" OR APPROVED EQUAL Z o D 0 3" MAX. O MIN. COMPACTED BACKFILL PLACED IN NOTES: O 6' LAYERS BEFORE COMPACTION W 1. IN EXISTING PAVED AREAS, SAW CUT EXISTING a TO GROUND TERMINAL PAVEMENT 12" FROM THE EDGE OF TRENCH, APPLY CONDUIT AS SPECIFIED ON NO. 6 BARESTRANDED COPPERCRACK SEALER, AND PROVIDE THE TYPICAL 0 THE CONTRACT DOCUMENTS s GROUND WIRE PAVEMENT SECTION OVER THE TRENCH (MATCH w� INSULATING GROUNDING CONDUIT AS SPECIFIED ON THE EXISTING PAVEMENT SECTION). BUSHING (TYP.) 0 CONTRACT DOCUMENTS REPLACE WITH 4" 2. CONTRACTOR SHALL CONFORM TO THE TOPSOIL AND SPECIFICATIONS OF THE ELECTRIC / GAS & GROUND CLAMP GRASS TO MATCH 2'-0" COMMUNICATIONS UTILITY COMPANIES WHERE 3/4" STONE COMPACTED EXISTING TRENCH WIDTH APPLICABLE. TO 95% MODIFIED PROCTOR TEST DENSITY _ _ _ _ _ _ _ 3. TRENCH MAY CONTAIN ANY COMBINATION OF DRY 5/8" x 10' COPPERCLAD I-i I—II—I I—I I I 1=1 (—III—III III—I 11—I I—III—I UTILITIES WITH THE CLEARANCES SHOWN. REFER TO GROUND ROD AS REQUIRED PULL BOX BASE UTILITY PLAN FOR SITE SPECIFIC REQUIREMENTS. FOR GROUNDING SYSTEM I I-I I-I I-I I-I 11=1 11=1 11=1 11=1 11=1 I I-I I-I I--I I-I 4. REFER TO UTILITY PLAN AND TECHNICAL RECTANGULAR PULLBOX INSTALLATION _�I I�_ I REQUIIRIEMENTS FOR CONDUIT AND PIPE NOTES: o z 1. PULL BOX INSTALLATION SHALL COMPLY WITH LATEST REVISION OF I 12". MIN. 6".MIN:. DETECTABLE MARKER TABLE TO BE NFPA 70, NATIONAL ELECTRIC CODE. HDPE GAS SERVICE INSTALLED 12" ABOVE CONDUIT SAND BACKFILL, COMPACT TO MIN. a33N/ 2. WIRING OTHER THAN GROUND WIRES SHALL BE SECURED TO THE WIRE Z 95% DENSITY HANGAR AND HELD CLEAR OF THE BOTTOM OF THE PULLBOX. PVC ELECTRIC SERVICE CONDUIT �O 6 3. ENTIRE COVER, STRUCTURE THICKNESS AND REINFORCEMENT SHALL BE 10 ?� o RATED FOR H-20 LOADING IF INSTALLED IN VEHICULAR TRAFFIC AREA. PVC COMMUNICATIONS SERVICE CONDUIT Z � 04 N 4. ALL PULL BOX INSTALLATIONS SHALL FOLLOW OSHA STANDARDS AND yCD O 16 NYCRR PART 753 - PROTECTION OF UNDERGROUND FACILITIES. b 3- TYPICAL TYPICAL ELECTRIC OR TELECOM PULLBOX 02 TYPICAL ELECTRIC/GAS/TELECOM TRENCH NOT TO SCALE NOT TO SCALE <000 LL >H Zp a Q F N >d0.8a: :50"."'._aHOU wsy Gaoz�> a'fzwm 7 FU". <L j LuZ j p �Oai=¢f {l a Z N O N�szO}mw i Z W Q a 0 Z W p a W ' 3w�NZp PROVIDE 4 SEMI-ROUND ❑= >_ Z o W o o z 11"0 DRAIN GROOVES Z W F°F o OUTLINE LIGHT POLE BASE 4 a° w 4 doxwwLu 0 � Z LL F s Z Z2� OE PROVIDE 4 SEMI-ROUND CONCRETE FOUNDATION DEPTH "D" � coo �a N°a° � 1"0 DRAIN GROOVES N POLE GROUND GROUND WATER GROUND 1z wOwo � � �o Z N w HEIGHT SLOPE BELOW BOTTOM MORE THAN 2'-0" LESS THAN 2'-0" � W s z W g OF FOUNDATION BELOW SURFACE BELOW SURFACE i'. w w w LL°z w _ OUTLINE LIGHT POLE BASE 30� <1:4 5' 5' S' <30' >1:4 6' 6' 6' z 31' to 50' <1 4 6' 6' 6' > 1" HEAVY DUTY GALVANIZED PLAN 31' to 50' > 1:4 7'-6" 8'-6" 8'-6" O W w a o z o CONCRETE FOUNDATION DEPTH "D" N U- pw o�� STEEL STUD 6" LONG, FULLY GROUNDING BUSHING ^ z GROUND WATER 1 � o Z w qLL a5 { N POLE GROUND BELOW BOTTOM MORE THAN 2'-0" LESS THAN 2'-0" THREADED WITH HEX NUT LIGHT POLE BASE pow HEIGHT SLOPE OF FOUNDATION BELOW SURFACE BELOW SURFACE K 1" x 45' (MATCH APPEARANCE OF EXISTING (n o z w w( i >'<~ - i C7 a>� <30' �1:4 5' S' S' CHAMFER LIGHT POLES) nj o o z� � >1:4 6' 6' 6' C C W8-Z NO 31' to 50' <-1:4 - - - � W,<zwow 1" HEAVY DUTY GALVANIZED PLAN 31' to 50' 1 4 7'-6" 8'-6" 8'-6' NOTES: a , F= 0Zo STEEL STUD 6" LONG, FULLY GROUNDING BUSHING THREADED WITH HEX NUT J .4 LIGHT POLE BASE NoawO 1. FOR MOST CASES, EXISTING SITE LIGHT w= W z co (MATCH APPEARANCE OF EXISTING w POLES WILL BE RETAINED AND REUSED. V�J o �- ZW 1" x 45' PAVEMENT AREA aW'�urzw CHAMFER a LIGHT POLES) USE THIS DETAIL WHERE THE PLANS O Z Z ixZ z TOP OF SIDEWALK SHOULDER CALL FOR OR SHOW NEW LIGHT POLES. I- ° O a a Z ' GRADE OR MALL `� - THIS DETAIL APPLIES TO STANDARD a o wo S2 o x CURB 1 ' MALLEABLE IRON BOLT `r POLES, NOT HIGH MAST LIGHTS. y o W°a a COUPLING 3" LONG < /\ (OPTIONAL) -{-I z a Z!L �' LL `�\�\ + '' ! ROADWAY T �aQ��_ COUPLING 2• THIS DETAIL (FOUNDATION WITH REVEAL w a _6o ii ABOVE GRADE) IS INTENDED FOR a o a m Z W NOTES: VEHICULAR TRAFFIC AREAS, AND TO W 3 3 Z w MATCH EXISTING LIGHT POLES WHICH 3 a o W° z o HAVE A FOUNDATION REVEAL ABOVE •� $°z o&z 1" MALLEABLE IRON BOLT 1. FOR MOST CASES, EXISTING SITE LIGHT z zmLL COUPLING 3" LONG POLES WILL BE RETAINED AND REUSED. GRADE. - Z z LL o (OPTIONAL) ^ -H LO USE THIS DETAIL WHERE THE PLANS W w 3. PROVIDE A LIGHT POLE FOUNDATION '7 z cn F a Z a N �,5�,� EQUIVALENT TO A STANDARD NYSDOT v x xx in _jCOUPLING CALL FOR OR SHOW NEW LIGHT POLES. p o O w,W . °� iv THIS DETAIL APPLIES TO STANDARD 4 1/2" LEG � _°-Q=x T_ IQ ;:° (4) - 1" LIGHT POLE FOUNDATION, SEE NYSDOT POLES, NOT HIGH MAST LIGHTS. ` FOUNDATION STANDARD SHEET 670-01 AND RELATED L`' w ANCHOR BOLTS NYSDOT REQUIREMENTS. 2. THIS DETAIL (FOUNDATION FLUSH WITHTHREAD LENGTH GRADE) IS NOT FOR USE IN VEHICULAR 'y'"� �' ''' TO BE 4" TRAFFIC AREAS. 4 1/2" LEG (6) NO. 6 BAR EQUALLY ELEVATION 3. PROVIDE A LIGHT POLE FOUNDATION SPACED, 3" FROM OUTSIDE EDCE J 0 (4) - 1" EQUIVALENT TO A STANDARD NYSDOT 4,000 PSI CONCRETE "':. •.. ' .� FOUNDATION J LIGHT POLE FOUNDATION, SEE NYSDOT , I .0 ••' M.'..: 'f'• ANCHOR BOLTS STANDARD SHEET 670-01 AND RELATED N0. 3 TIES AT 12" O.C. THREAD LENGTH F_ Q ' NYSDOT REQUIREMENTS. z W :E 4" ELEVATION 4,000 PSI CONCRETE �: Y � �0 .� O FLUSH LIGHT POLE FOUNDATION NON-FLUSH LIGHT POLE FOUNDATION '�0 I Z vJ NOT TO SCALE - FOR USE IN NON-VEHICULAR TRAFFIC AREAS 04 _ � NOT TO SCALE - FOR LIGHT POLES IN VEHICULAR TRAFFIC AREAS �— W Qo C) Z o � 3:z�--' LL 6 W i00 W U F_ �0 o u) 0 UJ ' _ Z)° ' 0 �� C QN N N I (0 0 [��p T` p 1 N � o roe No. N/A NOV A2 12022 0 DRAWNBY DJS d CHECKED BY ECJ Southold Town z Planning Board DATE NOVEMBER 21, 2022 V) AS AS NOTED DRAWING NO. C-10.4 w EXPANSION JOIN WIDTH AS SHOWN ON PLA SMOOTH TOOLED FINISH CONTRACTION JOINT AROUND ALL EDGES (T co CROSS SLOPE: 1% MIN MAX 1.5% MEET ADJOINING URETHANE JOINT EXPANSION JOINI GRA SEALING COMPOUND 4,000 PSI COMPRESSIVE STRENGTH CONCRETE 6"X6" 10/10 n_ PER SPECIFICATION GAUGE PAVEMENT WELDED WIRE SECTION AS • 01 'u) FABRIC 2" SEATED AND IDENTIFIED ON C-4 2" - --f t__ PLAN. REFER SECURED ON STANDS (TYP) TO PAVEMENT LIGHT BROOM FINISH SECTION DETAILS 6" STABILIZED X/ 5'-0" BASE CONCRETE SURFACE z Z 0 COMPACTED EDGE TO CREATE U) AREA INSIDE OF TOOLED (TYP.) EXPANSION JOINT FILLER 6' /�f�/�� /�\\/�\\/�\\/�\\/�\\ \\/�\\/�\ SUBGRADE PICTURE FRAME EFFECT WITH PRE-SCORED STRI w P AGGREGATE CONTRACTION JOINT > OR APPROVED EQUAL BASECOURSE 4" CONCRETE 0 9' CURB AS SIDEWALK 4000 PSI U) SPECIFIED ON w 6X6-10 WWM. EXPA14SION CONTRACTION PLAN (REFER EXPANSION JOINT EVERY 20' JOINT JOINT TO CURB DETAIL) 0%A CONCRETE SIDEWALK NOT TO SCALE SAFETY RAILING NOTES: 6 z 1.5" 0 SCH 40 ALUMINUM 1. THE RAILING SYSTEM SHALL BE DESIGED - - - - - - - - RAILING OR APPROVED EQUAL FOR THE LOADING CRITERIA OF NYS SLOPE TOWARDS ASPHALT CLEAR ANODIZED FINISH BUILDING CODE 1607.8 INCLUDING THE 6"- FOLLOWING: FINISHED GRADE Z * ABILITY TO WITHSTAND A POINT LOAD OF AT LEAST 200 LBS APPLIED AT (PAVED OR UNPAVED R=1/4" THE TOP RAIL AT ANY POINT AND IN AS NOTED ON PLAN) 1 ANY DIRECTION. LIQUID AC LAJ cq CONCRETE CURB NOTES: VARIES B' MAX o ABILITY TO WITHSTAND A LINEAR LOAD V Ln CD LA- OF 50 LBS PER FOOT APPLIED TO 1 5" LAYER OF w 1. CONCRETE CURB SHALL CD C14 THE TOP RAIL. HAVE A COMPRESSIVE NYSDOT SIMM A /A, o ABILITY TO WITHSTAND A POINT LOAD 1.5" LAYER OF TYPE SUPERPAVE TOP STRENGTH OF 4,000 PSI @ -IN OF 50 LBS APPLIED TO ANY 6F ASPHALT TOP COURSE TYPICAL PAVEMENT 28 DAYS INTERMEDIATE RAIL. SECTION AS 2. ALL CURBS HAVE 6" REVEAL _VCOURSE LIQUID A/C '00 SPECIFIED UNLESS OTHERWISE NOTED 2. ALL HARDWARE / FASTENERS SHALL BE LIQUID A/C 2.5" LAYER OF A SEE PAVEMENT ON PLAN. C14 r�LrL 42-1 T316 STAINLESS STEEL. NYSDOT 19 MM SECTION DETAIL) 3. CONCRETE TO CURE 14 'o DAYS MIN. BEFORE PAVING �0= Fm 3. PROVIDE A 6" TOE PLATE ALONG BOTTOM, 3.5" LAYER OF SUPERPAVE BINDER <L • A.• AGAINST CURB, OR EARLIER A TYPE 3 DENSE 07 0 IF THERE IS A PEDESTRIAN OR VEHICLE A 'A BINDER COURSE LIQUID A/C IF ADEQUATE STRENGTH IS .0 • b TRAFFIC AREA BELOW THE RAILING. LLI 2 D_ Z( 4 DEMONSTRATED TO THE Z>.F, 6" LA 3" LAYER OF 9 6" STABILIZED BASE/RCA ENGINEER THROUGH TESTING. 3 w,3c i'u-w< L LAYER OF RCA NYSDOT 37.5 MM 4. EXPANSION JOINTS TO BE 5' :03�-�m 0-p OPTION 2 POST CONCRETE WALK OR AS w< MIN., 20' MAX. BASE METHOD T I OTHERWISE SHOWN ON PLAN OR 3/4" CRUSHED BASE COURSE <2 STONE COMPACTED w <' < 0 c>0 Z (BOLTED). COAT 6" LAYER OF RCA �-w yc z CN SUITABLE COMPACTED TO 95% MODIFIED Al U) w 0 I A­ BOTTOM OF POST SUBGRADE OR 3/4" CRUSHED CC) y uj 0 I OPTION 1 POST BASE PROCTOR TEST wzw�wl< BASE WITH TWO .1 1 *. . SUITABLE COMPACTED, STONE COMPACTED �SUBGRADE COMPACTED TO 95% 0 C, o-W COATS OF EPDXY. u • METHOD (CONCRETE) DENSITY SUBGRADE TO 95% MODIFIED >-z z 1:1, PROCTOR TEST z z< 0 z ui 0 Z Lu 12" DENSITY Z 00 0 Lu r 540 o�w mo 'wz_i E P cc �Ox.'Su) �0 w rf�U)� U) Pz�; =12 N CID 2w�tw'g 02 ALUMINIMUM SAFETY RAILING TYPICAL ASPHALT PAVEMENT SECTION DUTY ASPHALT PAVEMENT SECTION (NY 25 ROW) 0 CD o=i<'z ow 0 HEAVY URB NOT TO SCALE NOT TO SCALE 4 NOT TO SCALE I]= c) f-0 SCALE I w 00 Lw" C:, 0 o ami co -�Zowo W 5:z a Z w 0 ur, oz w 0 T- p�-, LOL>� cy) < w CID u,0 o >uj�<Z� W �jr< NYSDOT TRAFFIC BARRIER C) L-OWE< C'4 < PER NYSDOT SPECIFICATIONS 11-1 T�z of 0z "A" ONLY) 0 to (WALL 120 1.0 (D 2 Z' U)=) (0 < 2" CONCRETE COVER C4 c:) ALUMINUM FLAG POLE MIN (TYP, CONCRETE CONCRETE TRAFFIC BARRIER POST 9�3 CAST AGAINST FORM) 3' uo-0'.0 (HEIGHT AS SPECIFIED ON PLAN). CURB -TOP OF WALL ull 1z 00 I r 0 c'8 U" 4 4.1 w 0 LL,B(9 'd (y) z <1 A CID Uz p F'P E 'LL Ly(zn L.0 4 z-Z W, 0 z 4 00-o,<<129 BOLLARD NOTES: FLAG POLE NOTES: 0 LLJ 02�FWZDW LLJ _J . 4 <0019 1 --r- z. 1z' LL_ 1. ALL BOLLARDS ARE THE FIXED/ORDINARY TYPE 1. CONTRACTOR SHALL SUBMIT SHOP Li 0 �3 w>.r- P 0 Lu(L z w d-< 4 ' < 11 1: M UNLESS OTHERWISE NOTED ON THE PLAN. DRAWING FOR REVIEW BY Dfzc TWO (2) N0. 6 .4 <'>r< t a-<!E 0 Lu E 10, 1z Gi I -L0 4 BARRIER z- o K ENGINEER. < FOR TRAFFIC w 2. BOLLARD FINISH: PREPARE GALVANIZED COATING TO Li V)in RECEIVED PAINTED FINISH. APPLY (1) COAT OF RUST V) INHIBITOR PRIMER. APPLY (2) COATS OF GLOSS 2. THIS DETAIL IS APPLICABLE TO Li !:;! ww 3:>_�10 Z D� 6f- Oil (n 0 mi 10 FLAGPOLES WITH HEIGHT IN THE V)K NO. 6 @ 18" D.C. uj 0 z ENAMEL (SAFETY COLOR YELLOW UNLESS OTHERWISE C3 D C) uJ 0 x Off X =<-Oxw RANGE 20' TO 50' LLI V) < w LLQr DIRECTED BY OWNER). GALVANIZED, WELDED < Lu < < U.,ZD W > > 0 z z STEEL CAP, GRIND V) 0 >U NO. 6 @ 24" O.C. §0 0'n 3. ALL CONCRETE SHALL HAVE A MINIMUM 3. UNLESS OTHERWISE NOTED, THE I- go COMPRESSIVE STRENGTH OF 4,000 PSI ® 28 DAYS. SMOOTH In m UJ uj 0 CENTER FLAGPOLE IN A GROUP OF Z < _j D t]w 0. FLAGPOLES SHALL BE TALLER < I- uj 19 4. USE ONLY WHERE INDICATED ON PLANS. _j w Ld > 5" NOMINAL THAN THE SURROUNDING POLES. a- w m OVERFILLED CONCRETE GALVANIZED F�j z I FINISHED TO DRAIN 5. FOR MULTIPLE BOLLARDS, TYPICAL SPACING IS 5' STEEL PIPE 4. FLAGPOLE BASES SHALL HAVE -r- 0 cn O.C. UNLESS OTHERWISE NOTED ON THE PLAN. SUFFICIENT MOMENT RESISTANCE < 1:3 SLOPE MONUMENT BOX, FRAME TO WITHSTAND LOCAL WIND BOLLARD TO BE PAINTED AND COVER, CAMPBELL LOADING. 1 COAT - METAL PRIMER NO. 4173 OR EQUAL 2 COATS - "SAFETY YELLOW"--­� RETAIN COVER FOR OWNER'S USE WHEN 2' 11-4" 2'-8" _j BOLLARD IS REMOVED) 4000 PSI REINFORCED SLOPE CONCRETE 4 NO. 6 ® 12" CONCRETE FILLED 1/4" THICK 6" DIA. SCH 80 Do SURFACE FOR CONCRETE PAD 21 .4 -NO. 6 0 12" z _J�e '�;I_ 2 w OW STEEL PIPE- 0 POSITIVE DRAINAGE LD 7-0 kv. < GROUND MESH *.A . . 16 L. 1 ' SURFACE/SIDEWALK SX6 10/10 WELDED WIRE < 2 /,--NO. 6 0 12" O.C. FINISH GRADE A A 4.6 0 6' MIN �-ANCHOR BARS 6 @ 24" O.C. "NO. 6 @ 24" (BEHIND) _j 0�: 00 6" COMPACTED NO. 6 @ 24" O.C.J STAGGERED BY CONCRETE COVER \\-NO. 6 @ 24 FRONT U) LIJ Ow a_ A CRUSHED STONE 3 �NO. 6 @ 12" NO. .. LLz MIN (TYP, CONCRETE W 0 ... ... ... ... w < CAST AGAINST SOIL) 6" NOMINAL STEEL PIPE 0-- C) R Z X' CD COMPACTED SUBGRADE ........... 0 d A LL < 0 A ' > 4 0 4000 PSI CONCRETE N0.3 TIES ® 12" O.C. UJ w A, 0 CONCRETE RETAINING WALL SECTION AND ELEVATION '1 .4 . 4. _ _ _FOU' NDATION SLEEVE %psi r) YY 14 LO 0 . e I I I.. . (DESIGN VARIES BY FLAG SCALE 1/2" 1' 0 4 2 1 1/4" WEEP HOLE m po 0 > - - MANUFACTURER) LL PLACE AT CENTER OF uJ A CONCRETE CYLINDER z LL NYSDOT #1 CRUSHED STONE LIGHTNING SPIKE FACE OF WALL HORIZONTAL BAR AS PER RETAINING D <u) VERTICAL BAR AS 4000 PSI CONCRETE 'u SIX (6) NO. 6 BAR WITH WALL SECTION PER RETAINING WALL SECTION-----�\ 24' EQUAL RADIAL SPACING 00 AROUND FOUNDATION CN < CENTER. INSTALL WITH 3" FIXED BOLLARD MOVABLE BOLLARD CONCRETE COVER. • 0 •d 3' MIN NTS C14 24" X 24" PIER FOR LD FOUR (4) NO. 6 VERTICAL BAR A LIGHT POLE 0 AT PIER, 48" LONG ANCHOR BOLTS FOR LIGHT POLE RECEIVED N JOB NO. NIA NO. 4 HORIZONTAL TIES @ 12" 1 BOLLARDS OLE BASE PLATE (COORDINATE WITH 0 NOT TO SCALE SCALE O.C. (PROVIDE 2 ADDITIONAL LIGHT POLE MANUFACTURER FOR 0 DRAWN BY DJS TIES WITHIN TOP 6" OF CAGE) BOLT PATTERN) NOV 2 12022 0 CHECKED BY ECJ z SoUtl' Id -w-n Planning Board DATE NOVEMBER 21, 2022 SCALE CONCRETE PIER FOR LIGHT POLE AT RETAINING WALL (PLAN VIEW) AS NOTED OSI p T 11 4- V, SCALE 1/2" = 1' DRAWING NO. C-10.5 W J Q 0 m 6" THICK 4,000 PSI CONCRETE PAVEMENT JOINTS IN CONCRETE JOINTS IN CONCRETE CURB RAMP NOTES: APPROACH PAD WITH #4 (SEE CONCRETE PAVEMENT (REFER PAVEMENT (REFER CONCRETE PAVEMENT W W REBAR ® 12" O.C.E.W. /-CONCRETL PAVEMENT DETAIL) CONCRETE WALK 1. THE DIMENSIONS AND SLOPES PRESENTED IN Y J W W TO CONCRETE TO CONCRETE (SEE CONCRETE W THE DETAILS ARE THE MINIMUM NECESSARY PAVEMENT DETAIL) PAVEMENT DETAIL) PAVEMENT DETAIL) W W W TO COMPLY WITH THE ADA AND NYSDOT TRANSVERSE AND LONGITUDINAL� STANDARDS. ANY DEVIATION LESS THAN THE. CONTRACTION JOINT W W W MINIMUM WIDTH OR GREATER THAN THE aD (1/4" WIDE SAWED OR PREMOLDED \ / W W MAXIMUM SLOPE FROM THESE STANDARDS 6'-2" 6'-2" X PROVIDE z2" HIGH W 5' W W MUST BE DOCUMENTED WITH THE STANDARDS JOINT, 12' MAX. SPACING, SEAL JOINTS / \ SAFETY RAILING IF PROVIDE ACCESSIBLE PARKING SIGNAGE IF BEING MET TO THE GREATEST EXTENT / \ INDICATED ON PLAN RAMP IS LOCATED AT ACCESIBLE AISLE Y�LANDSCAPED AREA y W W W W W PRACTICABLE AND CONSISTENT Z o WITH POLYURETHANE SEALANT TO y .Y W W W W W W W W W W WITH THE MOST CURRENT ADAAG. _j WITHIN 1/4" FROM TOP.) N I < D_ 14& W W W W W W W W W W W W z O — — — — — — — + — — — — — — 6' HIGH BLACK VINYL CHAIN LINK m � Y W 2. SIDEWALKS ON AN ACCESSIBLE ROUTE SHALL < W W W W HAVE A MINIMUM WIDTH OF 4' AND CROSS > GATES W/ BLACK VINYL SLATS, PROVIDE ACCESSIBLE 'n I \ / 7.5% MAX-> ;q <-7.5% MAX \ / I Y W ,9 <-7.5% MAX \ / GRADE IN THE RANGE OF 1% TO 1.5%. d � . 4' S-8' 4' MOUNTED TO 6.5' HIGH BOLLARDS. NO PARKING SIGN IF rj i� / \ W 1 \ / W W RUNNING GRADES ON SIDEWALKS IN THE CONTRACTOR SHALL DRILL HOLES FOR RAMP IS LOCATED AT V x ;n V X Y V u) X W DIRECTION OF TRAVEL SHALL NOT EXCEED U GATE PINS IN BOTH THE OPEN AND ACCESSIBLE AISLE O O o r"37 0 \ )-0-0-060-0-0° ° ° ° ° / I W O ° o ° O 0 / \ W W 4'S% W 0000000000 O 0000°0000000 Y W 000000000000 W CLOSED POSITION °°°°°°°°°° ° / \ °°°°°°°°°°°° / \ °o °o °o °o o° °o / \ 3. CURB RAMPS SHALL CONFORM TO NYSDOT O 0000000000 <-9.5% MA 000000000000 W W O O 00 00 00 O W W REQUIREMENTS AND THE NYSDOT STANDARD 3' 8' II DRAWING SHEETS. CURB RAMP GRADES SHALL 8' + 6" THICK 4,000 PSI CONCRETE STONE CURB \ / 2 WIDE DETECTABLE STONE CURB +--7' \ / 2' WIDE DETECTABLE STONE CURB \ / 2' WIDE DETECTABLE NOT EXCEED 7.5% IN THE DIRECTION OF °u UNLESS OTHERWISE 5.5' SIDE \ / WARNING STRIP UNLESS OTHERWISE \ / ( \ / TRAVEL. PAD WITH #4 REBAR ® 12" O.C.E.W. WARNING STRIP NOTEDSONTPLANISE I X WARNING STRIP o o PLASTIC/ NOTED ON PLAN FLARE /X\ Imo---�_5' X 5' CLEAR SPACE NOTED ON PLAN /X\ ---5 X 5 CLEAR SPACE / \ -5' X 5' CLEAR SPACE 4. REFER TO ACCESSIBILITY NOTES ON THE CIVIL GARBAGE m PAPER m METAL ASPHALT OR PCC / \ 1.5% MAX SLOPE ASPHALT OR PCC / \ 1.5% MAX SLOPE / \ 1.5% MAX SLOPE "NOTES AND LEGENDS SHEET" FOR N RECYCLING RECYCLING 8" SPLIT FACE CMU WALL - 6'-2' ADDITIONAL REQUIREMENTS. . N N HIGH PROVIDE MATCHING SPLIT FACE PAVEMENT IL _ — _ �I (TYP, TOP AND BOTTOM) PAVEMENT IL — — _ (TYP, TOP AND BOTTOM) ASPHALT OR PCC _ _ _ (TYP, TOP AND BOTTOM) k2' TOP CAP �._5 � PAVEMENT5. DIMENSIONS, SLOPES, DETECTABLE WARNING oo PADS, PAVEMENT MARKINGS AND SIGNS — — _ 6" 0 BOLLARDS (TYP) TYPICAL TYPE 1 CURB RAMP AT CONCRETE PAVEMENT AREA IYPICA'_ TYPE 9 CURB RAMP AT CONCRETE PAVEMENT AREA TYPICAL TYPE 9 CURB RAMP AT LANDSCAPE AREA SHALL CONFORM TO NYS BUILDING CODE 1'-6"1'-4" 11'-8" STANDARDS AND ICC A117.1 OF 2009. 12,_4.' WIDE STRIP FOOTING o z REFUSE ENCLOSURE TYPICAL CONCRETE CURB RAMP CONFIGURATIONS SCALE: NOT TO SCALE 02 SCALE: NOT TO SCALE W ZQ o 0 Z W N LA- CD CLASS A OR CLASS 8 POSTS REQUIRE STRETCHER BARS AND BANDS CLASS C POSTS HAVE THE FENCE FABRIC WOVEN INTO THE POST (SEE MANUFACTURER'S INSTRUCTION) CE 492' MAX 492' MAX ¢LL=�W y000� LL F o g 2 j W 8 'MAX low -4 8' MAX so 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 5 W-(OLz a o v zz, 2 END POST INTERMEDIATE POST (PULL POST) INTERMEDIATE POST (PULL POST) INTERMEDIATE POST (PULL POST) INTERMEDIATE POST (PULL POST) BLACK VINYL COATED STEEL po¢o 0- LINE > p POST WITH CAP LINE POST WITH CAP CORNER POST z w w¢waui Li TENSION WIRE CORE WIRES, #6 GAUGE, 2" all-,W a � MESH, ASTM F668, CLASS 2B p w o N=a w O ¢~nujm 3E -3/8"d TRUSS RO co cf) STRETCHER BAR /8"d TRUSS ROD o3 W a w e- 3ww�zF- zz� 0 BAND ENSION WIRE Z F o o W H oz v Wr o0 � 6,. Q cLLJ ZO oauW OQzw FINISHED GRAD 4 W LL=N a o� cs < O O o�az=z J J ~ TURNBUCKLE TURNBUCKLE TURNBUCKL TURNBUCKLE TURNBUCKLE CO) O zowoo� j =000 I KNUCKLED SELVAGE o�00 Vt O W o W W i -oW-ow CD PSI 2" MAX. CONCRETE (SEE NOTE 6) B>z10 ow CONCRETE BASE (SEE NOTE 6) FOOTINGS o r-Ws z > T P ��� KwUZW �wE¢129 0. PoW<z (B �a N !1' o� . — N1W� Q COMPACTED TERMINAL SECTION LINE SECTION PULL SECTION CORNER INSTALLATION to O °2 W Lu uiSUBGRADE K� (o U>Jtiucn NOT (�) Cfl -Q0 (no E DRIVE ANCHOR ANGLES NORMAL TO FENCE FABRIC o o w i 1. PROVIDE BLACK VINYL PRIVACY SLATS UNLESS OTHERWISE INDICATED ON PLAN. /� o a W o w 2. POSTS, INCLUDING ENCASEMENT, SHALL BE SET INSIDE THE R.O.W. LINE SO THAT FENCING PLACED UPON THE R.O.W. SIDE OF POSTS V`J � =~u w 3/8" GALVANIZED BOLT o �' Q�w N W ul WILL BE AS NEARLY ON THE R.O.W. LINE AS IS POSSIBLE. WHEN DIRECTED BY THE ENGINEER, THE FABRIC SHALL BE PLACED ON THE V--- ''_ .Bo z W OPPOSITE SIDE IN ORDER FOR FABRIC TO BE PULLED TIGHT AGAINST THE POST. °-,o a a z 3. WHERE SUBSTANTIAL ROCK IS ENCOUNTERED, A HOLE 1" LARGER IN DIAMETER THAN THE POST, AND OF 12" MIN. DEPTH FOR LINE ?w ° i COLLAR POSTS, AND 1'-6" MINIMUM DEPTH FOR CORNER, END, AND INTERMEDIATE POSTS SHALL BE MADE. AFTER INSERTING THE POSTS, THE ` W W>. HOLES SHALL BE BACK FILLED WITH A HAND MIXED 1:2 MORTAR CONSISTING OF ONE PART PORTLAND CEMENT TO TWO PARTS FINE aLL N Q LL AGGREGATE MIXED TO A PLASTIC CONSISTENCY SHOWING NO SIGNS OF FREE WATER. THE HAND MIXING AND CONSOLIDATION OF THE W K—>U U MORTAR SHALL BE PERFORMED IN A MANNER APPROVED BY AN ENGINEER. a o a¢0 z W KNUCKLED SELVAG BARB SELVAGE i-h FINISHED GRADE W 3 3�u I-o 112" X 112" X 1/8" X 2'-6" GALVANIZED STEEL ANGLE 4. CORNER POSTS SHALL BE USED AT BREAKS IN VERTICAL GRADE, AND CHANGES IN HORIZONTAL ALIGNMENT OF 15' AND OVER. PULL ai o 4 J w v 4„ c BOLTS POSTS SHALL BE USED EVERY 492' ON RUNS OF CHAIN LINK FENCE OR AS DIRECTED BY THE ENGINEER. $ ?oa 0,0 . ZYU— ANCHOR ANGLE 5. DETAIL DRAWING FOR CHAIN LINK FENCE THAT THE CONTRACTOR PLANS TO ERECT SHALL BE SUBMITTED TO THE ENGINEER. NO FENCE {- R o W W SHALL BE ERECTED PRIOR TO THE APPROVAL OF THE VARIES DETAILS. o cn a o cn 45' 45' v TENSION WIRE F>D a w W 3'-0" 6. STEEL PIPE AND STEEL SHAPES INDICATED ON THIS SHEET SHALL NOT BE LIGHTER IN WEIGHT THAN 95% OF THAT SPECIFIED. THEY MAY EXCEED THE REQUIRED WEIGHT. 7. THE CONTRACTOR SHALL HAVE THE OPTION OF SETTING THE LINE POSTS IN 10"0 BY 3' DEEP CONCRETE BASES WITH THE POST 6 GA. ALUMINUM WIRE END, CORNER, AND TOP AND BRACE POST ROLLFORMED POST TRUSSRODS ATTACHED EDNANDEALLODEND,FCORINER AND INTERMEDIATE POSTSVING AND ANCHORING DSHBALL BE SETY THE UINACONCRETEOBAESES.VER� THESELINE OSTS I TH TCONCRETE WIST AROUND POST INTERMEDIATE POST LINE POST BASES SHALL BE A MINIMUM OF 10"0 BY 3'-0" DEEP WITH THE POST EMBEDDED 2'-6" FOR FENCES6' HIGH OR LESS AND 12"0 BY 3'-6" DEEP WITH THE POST EMBEDDED3' FOR FENCES OVER 6' HIGH. FOR GATE POSTS SEE THE CURRENT STANDARD SHEET TITLED U METHOD OF TYING TENSION WIRE CLASS "C" ROLLFORMED SECTIONS "GATES AND CHAIN LINK FENCE ADJACENT TO GATE". J J 8. TOP TENSION WIRE SHALL BE FASTENED TO EACH POST IN A MANNER APPROVED BY THE ENGINEER. .. 3'-3" 9. BARB SELVAGE 1" ABOVE TOP OF LINE POSTS ON FENCES 6' HIGH AND OVER. KNUCKLED SELVAGE FOR FENCES LESS THAN 6' z W _Y Of)� DRIVE ANCHOR ro COLLAR: WELDABLE STEEL OR CAST STEEL GALVANIZED 003: W Ww ,.L Z . — W w Q0 Q � � o WZz _ 0 3: W � LLW ° °o. CHAIN LINK FENCE P J U 03 SCALE: NOT TO SCALE SOURCE: NYSDOT STANDARD SHEETS 0 0 U J Y H LL LL U N F- N N N I 0 0 1 N N JOB NO. NIA FECE-1VE® O DRAWN BY �-- - -- _o DJS NOV 2 1 2022 O CHECKED BY ECJ Z DATE Southold Town NOVEMBER 21, 2022 Planning BoardSCALE AS NOTED DRAWING NO. C-10.6 w Q 0 m ZO'MIN. 8'-0"PAVEMENT 3'�_, WOVEN WIRE FENCE TYP (MIN. 14 1/2 GAUGE MOUNTABLE BERM 10 MAX. C. TO C. W/ MAX. 6" MESH EXISTING -� GEOTEXTILE SPACING) 40" MIN. FENCE POST GROUND (OPTIONAL) PROFILE WOVEN WIRE FENCE . /\/\ MIN 18 _ . ..'_ A IN LENGTH FENCE MIN 14 1/2 GAUGE W/ • NG) • POSTS DRIVEN MAX 6" MESH SPACI � SECTION A A . 77 INTO GROUND. WITH FILTER CLOTH FLOW z 50'MIN. UNDISTURBED o a- m z GROUND A A Z HEIGHT OF FILTER COMPACTED SOIL o0 ORANGE O { EXISTING o = 18" MIN. ao CONSTRUCTIONm 9 GROUND y y� Z EMBED FILTER CLOTH FENCING 1= > Z A MIN. OF 6" IN GROUND. z a �+ 12'MIN.: EXISTING iv PAVEMENT z PLAN w PLAN VIEW o 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES NOTES: OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 1. ACTUAL LAYOUT TO BE DETERMINED IN THE 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FIELD. 1. STONE SIZE - USE 2" CRUSHED STONE OR GRAVEL. FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 2. A CONCRETE WASHOUT SIGN SHALL BE FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. INSTALLED WITHIN 30' OF THE TEMPORARY 2. LENGTH - NOT LESS THAN 50 FEET CONCRETE WASHOUT FACILITY. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- 3. MATERIALS USED TO CONSTRUCT TEMPORARY 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, CONCRETE WASHOUT FACILITIES SHALL BE 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. REMOVED FROM THE SITE OF THE WORK AND POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE DISPOSED OF OR RECYCLED. ENTRANCE TO SITE. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 4. HOLES, DEPRESSIONS, OR OTHER GROUND o 5. GEOTEXTILE WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED ANG MATERIAL REMOVED WHEN DISTURBANCE CAUSED BY THE REMOVAL OF ZTHE TEMPORARY CONCRETE WASHOUT OF STONE. "BULGES" DEVELOP IN THE SILT FENCE. FACILITIES SHALL BE BACKFILLED, REPAIRED, 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- AND STABILIZED TO PREVENT EROSION. STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS 33Nj IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL Z� o O SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY Z MUST BE REMOVED IMMEDIATELY. SILT FENCE CONCRETE WASHOUT DETAIL LA- " to W 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH 02 NOT TO SCALE 03 NOT TO SCALE � y O STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED. Ln000 LL I_OZQp I w 3oxo'a 5aZn,ga:o oZ�a�� 01 TYPICAL CONSTRUCTION ENTRANCE PLAN tIwaJ -a o Z�; W Q 0 s m �'. NO PARKING & VAN •PY ACCESSIBLE SIGNS AT ACCESSIBLE AISLES R4-7 R5-1 ACCESSIBLE PARKING SPACE SIGN NOTES: 6'-0" MIN. 6'-0" MIN. 6'-0" MIN. (SEE DETAIL ON THIS SHEET) EDGE OF 1. 1.5% MAX GRADE IN EDGE OF EDGE OF NOTES: RAMP (IF NECESSARY) 9' PREFERRED, 8' MIN. CURB RAMPS AS SHOWN ON ADA PARKING AREAS PAVEMENT o PAVEMENT PAVEMENT 1. ALL CROSSWALK MARKINGS SHALL 4 $ Pf•nuE't}) SITE PLAN (VARIES) I o _.. .1' YIELD cn (TYP.) N I ^ BE WHITE. I N At,ry $� tI 91T z 2. PROVIDE CURB RAMPS L 2. TYPE "L" AND TYPE IS" O �• WHERE INDICATED ON `� PEDESTRIAN � 4'_p � 7 CROSSWALKS SHALL HAVE THE �� ACCESS ROUTE F 7.5% MAX. MIN - SITE PLAN, REFER TO 1 '"^ - ~ Lu TYPICAL CURB RAMP o of THE LANELINES. PARALLEL TO ., ONE WAY w + DETAILS FOR SPECIFIC I NYP1-2 131-2 131-1 136-1 (� 8' MIN. 90. REQUIREMENTS. 3. USE THE TYPE (COMBINED, LADDER, w TYP.) CURBING OR STANDARDO AND WIDTH SHOWN NOTES: 0 3. ALL STALLS ARE 9X19 ON THE PLANS. R=10' 45. 9PEDESTRIAN EXCEPT WHERE 1. ALL SIGNAGE SHALL COMPLY WITH THE LATEST OTHERWISE NOTED ON 4. FOR RE-FRESH OF EXISTING VERSION OF THE MANUAL OF UNIFORM TRAFFIC ACCESS PLAN. CROSSWALK, MATCH THE EXISTING CONTROL DEVICES MUTCD AND THE NEW YORK ROUTE 1'-0" MID ) I I 1'-0" (TYP.) TYPE AT a MINIMUM, OR USE A STATE SUPPLEMENT TO THE MUTCD(TRANSVERSE --I I-- (TRANSVERSE I LINES) HIGHER TYPE WHERE TYPE LS IS 2. MATCH MATERIALS, FINISHES, AND SIZES OF EXISTING LINES) HIGHER THAN TYPE LS IS HIGHER SIGNS OF THE SAME KIND UNLESS OTHERWISE NOTED CURBING F�8'� 8.� THAN TYPE L IS HIGHER THAN ON PLANS. STANDARD TYPES LADDER BAR TYPE L COMBINED TYPE LS TYPE S). 4" WIDE BLUE WHITE STRIPES STRIPES DIAGONAL AT TYPICAL FOR 45' ANGLE, 2' O.C. NON-ACCESSIBLE SPACES o z 01 TYPICAL PARKING STALLS 02 CROSS WALK STRIPING OS SIGN FACES NOT TO SCALE NOT TO SCALE NOT TO SCALE W 0 0 Z W) O Z o O ¢LL Z a W �ZOOFx- 30" �52o�o�W Wa�° z>.IL�o Oz`-(L ¢w<ZWw> MUTCD R1-1 Uw¢w¢ui �J J m a 7 O>z M STOP a co w PROVIDE GALVANIZED STEEL o �W N Z m Z U—CHANNEL SIGN POSTS. r` z W a<a W zaaoa MATCH EXISTING SIGN POSTS ❑� °z W a p TO THE EXTENT PRACTICABLE. } wzpwiwo Z 'm FnF-OJtn (/)W FFOFQ d O OLL�w<�u5¢ O o00 j-¢ P ° r-¢ w 12" 4 (p ooxwww� '.F^. R W 1,�U¢ vJ r Z�LL U Z MUTCD# R7-8 r CO z u,-o o WITH NY STATE o5¢zco , (0O ' 0, w "DYNAMIC SYMBOL �� O w o RESERVED zw a9.0 W to ¢ LL �a- PARKING OF ACCESSIBILITY" o O <z o z v"i w z N �E-wm0 >z�ow O i U W W U Z W I F6110 �G~z o}�WO 0 xW ¢Z MUTCD#R7-8P ~Wx <�N N ¢ � U- a zoz a 1R ACCESSIBLE O oVAN q so' ¢ w—Lpa co N O < >� FINISHED GRADE (TYP N (D '1' 1 N o o W O CO )wi o I I m O 1w< a w��z0 O �NO¢OWU ,1: =m z SOIL PLATE (DESIGN VARIES) I I O 7 W LL w z_„w, J 0 R _Z � Q� 0Z Z7 Z- Z M � � F U5oQ¢Z : U;j -zDw STANDARD "TYPE A" SIGN BASE FROM NYSDOT I Z 2 o N z ENGINEERING DIVISION'S APPROVED LISTIL W a z W o'a N nr¢?1ux w¢u.xVO dOQ-�Z STOP SIGN & STANDARD ACCESSIBLE PARKING SIGN C) LL z w MOUNTING POST W 3 3°15 z .i �o20''.0 =-?p0w x EL co S Z S m LL .............m...... wLuwcn O p0owrnw V No�J=X 04 TYPICAL SIGN AND POST �; ¢PW NOT TO SCALE awn V Q Z J V J C/) Z o { J 0 W 00� =0 Z . �.. F->. Q 0 Z) 03 J j LLZ C� w Q 0 Qz ow Z� oo QRZ LL W w ° °o �/ i-- _0 O Q 0 y_� � o U LL Z F- W 00F- (N Q N 46 W Cq N > I I (D O RECEIVED N JOB NO. o N/A NOV 2 1 2022 g DRAWN BY DJS ---- O CHECKED BY ECJ Southold `fown Z Planning Board DATE NOVEMBER 21, 2022 SCALE AS NOTED DRAWING NO. C-10.8 w Q 0 } SEED MIX FOR TYPICAL GRASS LAWN AREAS m — BOTANICAL NAME COMMON NAME QUANTITY DO NOT DAMAGE FESTUCA RURBRA VAR. RUBRA CREEPING RED FESCUE 20 LB/ACRE - FOR SIDEWALK OR PAVING INSTALLATIONS, OR CUT LEADER (4") 360' PERFORATED SDR 35 PVC PIPES TRIFOLIUM REPENS DURANA WHITE CLOVER 8 LB/ACRE SHALL BE FILLED WITH THE SPECIFIED SOIL FASTEN TRUNK rLOLIUM PERENNE PERENNIAL RYEGRASS 5 LB/ACRE MIXTURE (SEE PLANTING NOTES) & MYCOR WITH TREE RING OR TREE SAVER SHALL BE ADDED TO SOIL REINFORCED (ASPREAD RUBBER HOSE STATED IN PLANTING NOTES). PIPES SHALL — (1/2" DA. BLACK) SEED MIX FOR STEEP SLOPES(1:4 OR GREATER) BE LEFT OPEN AT BOTH ENDS TO ALLOW U ROOT GROWTH. DOUBLE 10 GA. BOTANICAL NAME COMMON NAME QUANTITY z - VERIFY THAT TRUNK FLARE WAS NOT GALVANIZED WIRE 0 PHALARIS ARUNDINACEA REED CANARYGRASS 40 LB ACRE z o BURIED PREVIOUSLY FROM GUYS TWISTED / NURSERYSOURCE. FESTUCA ARUNDINACEA TALL FESCUE 35 LB/ACRE a w - REMOVE ANY EKCESS SOIL ON TOP OFW F-N 2" DIA. HARDWOOD STAKES 2/3 TREE LB/ACRE w ROOT =w POA PRATENSIS KENTUCKY BLUEGRASS 20 LB ACRE BALL IF TRUNK FLARE WAS BURIED. w c HT. 2 PER TREE w TRIFOLIUM REPENS DURANA WHITE CLOVER 5 LB/ACRE - PLANT TREE WITH TOP OF ROOT BALL => w EVEN WITH THE FINISHED GRADE. ALLOW FOR MULCH LAYER OVER SOIL. /-3" SHREDDED - FLAG ARBORTIE STRAPS WITH SURVEYOR _ z HARDWCOD BARK TAPE TO PREVENT TRIPPING HAZARD. MULCH ARBCRTIE TREE 3" SAUCER RIM STRAP (SEE DETAIL) _ _j U ARBCRTIE TREE STRAP o FINISHED GRADE (SEE DETAIL) Lu bi U TOP SOIL 3 2"X4"X24" PRESS TREATED SAUCER 4" MULCH vii z STAKES - TOP OF STAKE 6- ABOVE GROUND —III �'. . . . •...•. SPECIFIED PLANTING MIX I— :'::`•. III �j\ WATER & TAMP TO �, I I _ I I—�—� Y//\\ z \ \/\ \ BACKFREDMIX, SEE \ //\y//\� SPECIFICATION REMOVE AIR POCKETS = —I ;�;�;�'' '�•���: —IIIIII i lII�I� Y/ / • • / / / v/\: �\ \r\\/\\/\\/\\/\\/\\/\\r\/\ . . . . . -1 11=1 11=1 11=1 1=1 11= I !i\ % I I — �_ UNDISTURBED W Z N O 11 1111=I 1=I 11 11 111 �� �� � � \\\/�r�\ \ \\\ \\ \\/\�\ SUBGRADE o N ✓ /�, / / / / / / \/� \/ / /\\/\\/ LO ' y`/�y�` 2 X BALL DIA. 1' MIN VARIES 1' MIN b� lS Q� a LL Z Ir W y000LL� I_p QpF-W FZQ00 -W 0— 3� ARBORTIE TREE PLANTING EVERGREEN TREE PLANTING 5"...-H 01oZ�a� = NOT TO SCALE OZ NOT TO SCALE a a o=C,> U w a w a W OJ-,maw w a Z F- W - W0fn1:aF- a'-UU>Z O cnwww=z m W � 0�,- 00Zw".1 ❑� l� W JaSwa >_ Z<,2~wZ ARBORTIE z o W°o o SPECIFIED ARBORTIE GREEN (OR WHITE) 4 o LL Lu F STAKING AND GUYING MATERIAL (OR SPECIFIED o o 0.o'z PRODUCT WITH EQUAL CHARACTERISTICS) a r d o I-W W U SHALL BE FLAT WOVEN POLYPROPYLENE U) Nw ILLIHj a MATERIAL, 3/4" (19.05MM) WIDE WITH 900 LB. FOLD ENDS OF ARBORTIE o Z zw a LL o BREAK STRENGTH. ARBOR11E OR EQUAL BACK. SECURE TO STAKE p o o a Z o 0 N CO �a=Oluy SHALL BE FASTENED TO STAKES IN A MANNER WITH 1 GALVANIZED NAIL ❑= c O W o a oLL w WHICH PERMITS TREE MOVEMENT AND OR USE A KNOT p o a o m-w O wuw Z w ww SUPPORTS THE TREE. ` I W W W LL°W 2" X 2" HARDWOOD STAKES V p M =Z aWa a CL to 2F, DRIVEN FIRMLY A MINIMUM OF10 UH (70 18" INTO THE SUBGRADE w w a o Z� � j PRIOR TO BACKFILLING CV N w a o ARBORTIE N lt" o o w o U) ARBORTIE TREE STRAP NAILED O p o 0 o w o (SEE DETAIL) STAKE ° s=a~Q c0 -(� N C7 �1Nw�� 4" MULCH TYPICAL STAKING r- �' "� v o a U�o o 0 INSTALLATION r. o 1` w a z LL LL rn FORM SAUCER WITH 4,�.;', �' `� M d ~`� 3" CONTINUOUS RIM TYo c'� ��oawU TYPICAL GUYING 4, � W==W Z INSTALLATION � Z —�_ o D o _ a W o w Z W FORM SAUCER WITH =III—III—I I '..:.'.: III=III III GROUND —��1=III--_.••:.::'•:..: — :. ..I I I—_- III=I I 3" CONTINUOUS RIM 1 �Iw°l�ocd ' I I I=4"IIMIU=LCH o p aaow za oz Wz_oa_ 0STAKES ozFay w o°TNG MIX PLANnl� IZ WE a QoWATER & TAMP TO E2Y_ REMOVE AIR POCKETS Q) a LL N LL �, I I I—III—III—III I I ' STAKE TO FIRST BRANCHES SPECIFIED PLANTING _ 1=1 > o Z —III—III=I AS NECESSARY FOR 3. .;�:. ;} ;: 'a� MIX. WATER & TAMP _ _ _�I 1=1 11= w 3 3 Z FIRM SUPPORT .:4 �;, y?K.' <�., TO REMOVE AIR -III III—III=I —III= m g Z W o .. 2 X BALL DIA. POCKETS I _III=I 11=III=III—III— I • WIRE SHALL NOT TOUCH — — �._,__�,�n_�„w„µ � �,o a o�U =1 I I—III—III—III=1 I =a= W OR RUB ADJACENT -'''— — — Z Z, _ TRUNKS OR BRANCHES —III—III—I � °<o 0 cn cn °_ O pgowww V U U f-w a �S�F¢�w MULTI-TRUNK TREE STAKING ARBORTIE SHRUB PLANTING 03 NOT TO SCALE 04 NOT TO SCALE 05 NOT TO SCALE U J J Z OW � 2:0 O U) w o W _J Z w Q 0 Qz ° 0 QRZ I— J (3 z) W Q ui ° �01 J a. U U �� F- 00 -cN Q N N N I co O I N E1 T`{r� ® N JOB NO. NIA !---- �Al. ate — O y 00 DRAWN BY DJS NOV 21. 2022 O CHECKED BY ECJ uthold Town z DATE Planning Board NOVEMBER 21, 2022 � SCALE AS NOTED DRAWING NO. C-10.9 ,1 d ss a� y r^ Ile 1 000, CA a LJ _ c, .,.. 4 gg, �. ■ " I ot '� T ■ 0 ✓'" ■ �p , r . 'v, .,,,... S' I' s ur GREGORY SHARP consulting engineers ARCHITECT • ♦ ' f ♦ REVISIONS k ", .. ,x pop {\ t � ta" gia A f RSP 9 .: d. , �'� :,.. .x. ,.�� ...k'�.si y.. ,, �...€h �... �'`t . ,♦ j BOH VC TB PENDING ."f_3 Z Ff f r y f w D .sP 4 �"x i . .c F,W d orf: ani.' } - ... .,..:' .. �'. x r-. .< A.''y. °4 ` x... . .,�► .�,..,.-,,.,. _. :� x 5� .-._.�,.� ,� s.,�.� v�� �� �� � ,�g.>;. COORDINATION WITH THE AOR ,.� • ' i l�;k ..g^v` �"'� ' l a`,tg` ! ,y*�, 2.,, S A@�ixn ,2'.,": 6�,•t�i" �+ nE R' t t<. ..... ..._.. E>Vc .ti FOOD CART "'" • 4 VC $ S 'JCS L r � r w^ yry f I ' r 1 � ♦ • 1 1 �'�■�' ,� A 22/09/01 100%Schematic/Detail Design Issue . M '' a $ .,, ♦ vs �". "" Rev. Zone Date(YY/MM/DD) Description GENERAL NOTES: " 1. REFER TO DRAWING ACM-JRA-EX-DG-00-0000 FOR ARCHITECTURAL NUMBERING SYSTEM, C1 �. ♦ _" ARCHITECTURAL SYMBOLS AND DIMENSIONING GUIDELINES. wi y q =, /�� ✓'"" 2. THIS DRAWING IS FOR DESIGN INTENT ONLY.STRUCTURAL,MECHANICAL,AND ELECTRICAL ♦ ` ENGINEERING ARETHE RESPONSIBILITY OFTHE CONTRACTOR.WRITTEN DIMENSIONS SHALL HAVE PRECEDENT OVER SCALED DIMENSIONS.FABRICATOR TO VERIFY AND BE RESPONSIBLE ♦ "" -> FOR ALL DIMENSIONS AND SITE CONDITIONS.THIS DRAWING ALONG WITH THE GENERAL NEWCATERING ♦ �" • -'- ~°y' EXHIBIT SPECEFICATIONS,ARE PART OF THE CONTRACT DOCUMENTS FOR FABRICATION OF ♦ THE EXHIBITS.FABRICATOR MUST CONFORM TO ALL ASTM GUIDELINES FOR SAFETY. DROP O F Fonia ♦ „, f ' • • 3. ALL WORK TO CONFORM TO LOCAL CODES AND COMPLY WITH IBC AND ALL OTHER SAFETY 1 ♦ ". GOVERNING REQUIREMENTS 1 jySi!/ x PROGRAM �,r � �,,•"" y 5,� ,,^ SPACE ♦ �, • ■ ♦ • si ` 4 —��� ,��'",— \ ♦ s s ' rl ,,i5 ,^`✓^` ...,+ z� - � \ -a �"• T yam' FINAL C 1K N ■ t ' ��� I LIDO ER A�. ...`\ , �':'`xap, I J 16��PERFORMANCE \ '� • \ \ ,, �-" !► .--'' These drawings show design intent only and are to be- v ■ � `�� �� �A A ♦ x completed by the contractor in accordance with the �■ :tri SLIDE \ j contract documents. .. SPRAYER INTERACTIVE I �� • " rr rri �' 0 ` o Elv a ♦ * Approval 0 "11 ♦ �' - �� + El Approved At •r ♦ • VC •r ® r .♦ / �� • El Approved as noted 01 Is • r r Vc ♦ `; Nota roved .w ,. r a ,� --' - •• By: Date: / --- IRP mss' i PARTY RENTAL AREA / ,��:; is �, �. / �.,�� ter■ ■ ■ r ■ ■■ ■ ■r ■ Jrr ■ ■ JI� ■ ■ � ■ � afal r... . ,..�'" z ■ . r x GROUND LEVEL / { XXX-0001 ► o r ® _771 1 ,Tz 7� � / } x .250 0 10 20 40 60' 80' 100` ;/' CIRC.TBDNNW000, /,. ,;, , / Y ■ ■ . I laWitr lack Rouse Associates NOTES: EGRESS TO BE COORDINATED WITH AOR. " ' / Project Name RESTAURANT . :� .:..� % ' � % / / °,°: r AMUSEMENT CITY MATTITUCK CATERING '' 'i/' ! % i / i'j x ,'�, % Drawn By: RD Approved By: RS ji +? -t` Scale @ A3: 1:250 Date Drawn: 2022/09/01 WATER PARK , I. / Drawing Title: , t HOTEL PLAN-GROUND LEVEL ;k ARCADE/ACTIVITY SPACE - / Project: Originator: Discipline: Document Zone: Drawing Number: Rev. Type: ., RECEIVED NOV 2 i 2022 ACM JRA EX DG XX XXXXX A _G S uthold Town GREGORY SHARP ARCHITECT consulting engineers f REVISIONS BOH VC TBD PENDING FILTRATION, MEP, MAINTENANCE, COORDINATION WITH THE AOR STORAGE 4A i4 EQUIPMENT REMOVAL,CHEMICAL 1 ■ ■ ■■ ■■ ■■ ■ ■ ■ jj vc ■ � F i DELIVERY,AND TRUCK ACCESS_ TBD. ■ F&B 1 e ■ BOH �C ■ �F '�°i' ' 6�� Fl r 64 #IP ■ wFKIDDIE SPLASH ■ v i SLIDES PAD 4 ® ; $ o A 22/09/01 100% Schematic/Detail Design Issue • ® Rev. Zone Date(YY/MM/DD) Description a GENERAL NOTES: ■ 1. REFER TO DRAWING ACM-JRA-EX-DG-00-0000 FOR ARCHITECTURAL NUMBERING SYSTEM, ■ ARCHITECTURAL SYMBOLS AND DIMENSIONING GUIDELINES. 2. THIS DRAWING IS FOR DESIGN INTENT ONLY.STRUCTURAL,MECHANICAL,AND ELECTRICAL ■ r � ENGINEERING ARE THE RESPONSIBILITY OF THE CONTRACTOR.WRITTEN DIMENSIONS SHALL HAVE PRECEDENT OVER SCALED DIMENSIONS.FABRICATOR TO VERIFY AND BE RESPONSIBLE ■ „t F&B WINDOWfi � T„' FOR ALL DIMENSIONS AND SITE CONDITIONS.THIS DRAWING ALONG WITH THE GENERAL ■ r”" i' EXHIBIT SPECEFICATIONS,ARE PART OF THE CONTRACT DOCUMENTS FOR FABRICATION OF ■ ''''' ♦ THE EXHIBITS.FABRICATOR MUST CONFORM TO ALL ASTM GUIDELINES FOR SAFETY. ■ 3. ALL WORK TO CONFORM TO LOCAL CODES AND COMPLY WITH IBC AND ALL OTHER SAFETY ■ BAR : GOVERNING REQUIREMENTS ® 10/1 y ♦ PHOTO OP FLOW RID 's ICON ■ RETAIL & FINAL CONCEPT • TICKETING BOH I I �l (� � �'1 � �S F' VC I LIDO ER 4y r 41,11 A �6Y ♦ 'rr �} J �.F,,Y31w Sfr ♦ 9. \ c - . These drawings show design intent onl ♦ �� � � g g y and are to be ♦ ' tractor In accordance with the . completed by the con h ♦ �`` � " �� \ Contract documents. it 0 ♦at \ �v ,5 SL o Approval � � in VCr �/ ,• El Approved ♦ i CAVE ACTIVITY POOL O ♦ ,�� , k, °° ElApproved oted as n t :' .. 4 j� , ❑ Not approved �,. F � .-------------------- ByDate: SLIDE RUNOUT w_ r Rouse A^ ssociates Project Name: K'x BASEMENT AMUSEMENT CITY MATTITUCK X-0001 1 :250 0' 10' Zol 40' 60' so' 100 1 Drawn By: RD Approved By: RS Scale @ A3: 1:250 Date Drawn: 2022/09/01 NOTES: EGRESS TO BE COORDINATED WITH AOR. Drawing Title: �■� ■ ■ ■ ■ 1 WATER PARK RECEIVED PLAN-BASEMENT ARCADE/ACTIVITY SPACE NOV 21 2022 Project: Originator: Discipline: Document Zone: Drawing Number: Rev. Southold i-own Type: Planning Board ACM JRA EX DG XX XXXXX A Ism. IiLA �k � 3 a GREGORY SHARP consulting engineexs ARCHITECT REVISIONS BOH VC TBD PENDING COORDINATION WITH THE AOR rya y � VC VC WING AREA A 22/09/01 100%Schematic/Detail Design Issue vs Rev. Zone Date(YY/MM/DD) Description GENERAL NOTES: 1. REFER TO DRAWING ACM-JRA-EX-DG-00-0000 FOR ARCHITECTURAL NUMBERING SYSTEM, ARCHITECTURAL SYMBOLS AND DIMENSIONING GUIDELINES. 2. THIS DRAWING IS FOR DESIGN INTENT ONLY.STRUCTURAL,MECHANICAL,AND ELECTRICAL ENGINEERING ARE THE RESPONSIBILITY OF THE CONTRACTOR.WRITTEN DIMENSIONS SHALL HAVE PRECEDENT OVER SCALED DIMENSIONS.FABRICATOR TO VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND SITE CONDITIONS.THIS DRAWING ALONG WITH THE GENERAL EXHIBIT SPECEFICATIONS,ARE PART OF THE CONTRACT DOCUMENTS FOR FABRICATION OF THE EXHIBITS.FABRICATOR MUST CONFORM TO ALL ASTM GUIDELINES FOR SAFETY, 3. ALL WORK TO CONFORM TO LOCAL CODES AND COMPLY WITH IBC AND ALL OTHER SAFETY GOVERNING REQUIREMENTS vco v2 vs -O alrl 1,,, FINAL CONCEPT BOH VC �R These drawings show design intent only and are to be g g Y � \ completed by the contractor in accordance with the contract documents. / \ ,kk2 J u f� �� Approval El Approved roved ❑ Approved as noted Not roved VC k I �/ t, \ I ❑ pp s By: Date: SLIDE SEATING AREA RR SPRAYER � � �„ '4', ': , RR INTERACTIVES aack Rouse Associates Project Name: K7N)I, BASEMENT EZ. AMUSEMENT CITY MATTITUCK xxx-0001 1 :250 0' 10' 20' 40' 60' CLQ' 100, Drawn By: RD Approved By: RS Scale @ A3: 1:250 Date Drawn: 2022/09/01 NOTES: EGRESS TO BE COORDINATED WITH AOR. Drawing Title: PLAN-MEZZANINE RECEIVED -_----- -► NOV 21 2022 Project: Originator: Discipline: Document Zone: Drawing Number: Rev. Type: 5 uthold Town yp Planning Board ACM JRA EX DG XX XXXXX A I. q� (/ , v k I d 4 `t. 6 'baa � _.. � i. ^•'` jV/ � ... �• �-�� `� }i .�• GREC}RYHARP . consulting engineers I 111, g „ 111177. , , , rr ARCHITECT ( 9 _+€ Is ,, ,„ „ , : Iss y1 REVISIONS ^ t � Y ,4 s >n 'w4 ^*•, BOH VC TBD PENDING : COORDINATION WITH THE AOR BOH C VC Is ' 44ff M .. BAR �'E,s� Ai,RR /_000 y L e R w ` i ` ` % A 22/09/01 100% Schematic/Detail Design Issue »...� a WATERFALL '� ,., �.. S ,, :�' e. Rev. Zone Date(YY/MM/DD) Description qi " Li " • ❑Q FIRE PIT '' &4 ' GENERAL NOTES: SPA 1. REFER TO DRAWING ACM-JRA-EX-DG-00-0000 FOR ARCHITECTURAL NUMBERING SYSTEM, ARCHITECTURAL SYMBOLS AND DIMENSIONING GUIDELINES. SPA s �� �" �'� 2. THIS DRAWING IS FOR DESIGN INTENT ONLY.STRUCTURAL,MECHANICAL,AND ELECTRICAL •,,,,,, �r} s �;; "' r. ENGINEERING ARE THE RESPONSIBILITY OF THE CONTRACTOR.WRITTEN DIMENSIONS SHALL SPAS L �:"' �t 01HAVE PRECEDENT OVER SCALED DIMENSIONS.FABRICATOR TO VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND SITE CONDITIONS.THIS DRAWING ALONG WITH THE GENERAL OHO ,' 3� •4,•. EXHIBIT SPECEFICATIONS,ARE PART OF THE CONTRACT DOCUMENTS FOR FABRICATION OF , y A v a THE EXHIBITS.FABRICATOR MUST CONFORM TO ALL ASTM GUIDELINES FOR SAFETY. O O SpA 0000a0000000 3. ALL WORKTO CONFORM TO LOCAL CODES AND COMPLY WITH IBC AND ALL OTHER SAFETY a a " c GOVERNING REQUIREMENTS ,. 4 16 *01 ^ 0 1�9� FIN L CUNCEPT OUTDOOR SPLASH PAD TOR a , 40 1 , These drawings show design intent only and are to be completed by the contractor in accordance with the contract documents. At „ p rova . M 0011 A yap mt' t. _ ��� � „ ElApproved — �� "` • . ££ � —����`� �\ 5 El Approved as noted El N d o approved rove ly � /\ �/ / ...,,°-•" SLC£ By: Date: — _ PARTY RENTAL AREA D 4f e € s f j sio -r #a Vgg ac sAssociates .. 5,51 , , e . - i' Project Name: t , , X F IRST FLOORK' AMUSEMENT CITY MATTITUCK 0001 :250 r 10r 20� 40,+ 60 80 100 ;3 ... �,A.� � ,; � � 1 e L ..;. N► ”. � � ,. � a Drawn By: RD XXX- Approved By: RS # 00 ! Scale @ A3: 1:250 Date Drawn: 2022/09/01 i► NOTES: EGRESS TO BE COORDINATED WITH AOR. ' Drawing Title: PLAN FIRST FLOOR ,. RECEIVED NOV 21 2022 150Uthold [own Project: Originator: Discipline: Document Zone: Drawing Number: Rev. Type: - " Planning Board ACM JRA EX DG XX XXXXX A C A S E 4LIAM RLOJA IT,14 Z 0 Case Development Inc 145 PALISADE STREET, SUITE 211 DoBi3s FERRY, NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: 4, NOW, s P, s 5i J kll sti, -AWLs,� GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET, SUITE 211 DoBes FERRY OFFICE 914 478 4170 CELL 917 597 1982 s, I N F 0 @ C A S E DE V E LO P M E IN T.C 0 M 4 A Project Deve1c, s� "'s, Vivo HOSPITAL GROUP j MATTITUCK HOTEL DEVELOPMENT LILC 1P OWNERS REP. 81 MAIN STREET Rsss� N DOBBS FERRY, NEW YORK 10522 s,s VW K os s fs A �4 e, N' "T *4 Owner: 9025 MAIN ROAD LLC CARDINALE MANAGEMENT ss,,��rq� WIP�11 10095 MAIN ROAD, UNIT 4 MATTITUCK, NY 11952 s'� g-si UM'N sl;1 "am HMO', -s�, "'J R "PT" �-ss�is,,�ss- Is, As" 4 0 -At ' N W! s's A s� I's �"�sj's',%A', ez ;7", ss ,No Me SYMBOLLEGEND P See Detail Door Number Is Wall Type Elevation 0.0" Elevation Target Section Cut A# Revision "'s Kg� 's ............ F1 1 Window Number s-, s North Arrow: 7 - ss;": 4s, s CECIFICATIONS REPRESENTED AND OR sJ, s", INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE 4., t s s, OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY "'s �,Ke CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 4, CASE DEVELOPMENT. DRAWING INFORMATION `0 ISSUED FOR REVIEW 8/20/2021 si, x's", Aw 's 7% j* s ........ 4,� & D.0.B. N o. - A new hotel located in Mattituck, N 5 developed by: R" 4 MATTITUCKS HOTEL 9025, Mattituck, New York 11952 t '75",s �V AA s,� g PROJECT: 0-� g, Ji "jw MATTITUCK HOTEL 9025 Main Road, -'s Is Mattituck, NY 11952 ........... f I RENDERING SEAL AND SIGNATURE: DATE: 10/03/2022 PROJECT No: MATTITUCK 2022 4�ry�,IfE_D)A i�e CA,36 DRAWING BY: RECEIVED Q11 CHK BY: DWG No: NOV 2 1 2022J Southold [own A-01 2. 00 Planning Board CADO No: Room F6 I BSCAN: