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HomeMy WebLinkAboutProposed Mitigation Site Plan Recvd 11/1/2022 W---,-- V-11 ........ -------- 1W .......... -W............ PROPOSED 160 ROUTE 25 __7 NOR Th R 176 L_J1 -D LEGEND: N 6105510911 E SIGN ........... 498, 741 - - - - - - - - - - - - - - ..................... ... ............. ...... .............. ........ ..... ............ ......................... ................................. .............. ROPOSED ASPHALT PAVEMENT P ........... ............ ............. ..... ............. OH ............. ............................ . . . . . . . . . . . . -A........ . . . . . . . . . . . . . . . . . . . FE FEE FEE.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FEE. . . . . . . . . . . . . . . . . . . . . . . . . PROPERTY LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . -FEE . . . . . . . . . NYSDOT PROPERTY ACQUISITION LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . * . I% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RIO- 50..0" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED WHEEL STOP . . . . . . . . . . . . . P R 0 P . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GN� . . . . . . . H� . . . . . . . . . . . . ... . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED SIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FIR PROPERTY' PROPOSED SANITARY MANHOLE . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 HING CATCH BASIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '77 M3 PROPOSED CATCH BASIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . P . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 4,; . . . . . . . . . . . . . . . . . . �L , 0 . . . . . .. . . . . M,. . . . . .7.5' ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED LIGHT POLE . . . . . . . . . .I . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . 9 5 H. . . . . . . . . . . . . . . . . . . . . . . . . 451- 0 . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . 60 ......... . . . . . . . . . . . . . ./. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . H 'ING UNITS 5, HOVSIN V,N I. . . . . . . . . LIGHT POLE . . . . . . . . . . . . . LESS 7HEN_450 Sf . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -0- UTILITY POLE . . . . . . . . . . UTILITY LIGHT POLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TRAFFIC SIGNAL POLE . . . . . . . . . . 6' . . . . . . . . . . . . . . . . . . SANITARY MANHOLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 718' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. GAS VALVE . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONIFEROUS TREE -PROPOSED- -12.0'-. . . . . . . . . . . . . . . . . . . . . . BIKE' -RAC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -BIKE' RACk- .(TYP.-)' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RECTANGULAR DRAIN INLET PROPOSED �,,D ; ;; I . . . . . . . . . . . . . . . . . . . .. SIDEWALK TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a ROUND DRAIN INLET . . . . . . . . . . . . MEET FUTURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NYSDOT (-),� ;� . . . . . . . . . . . . . . . FIRE HYDRANT . . . . . . . . . . . . . . . . . . 5.5'(TYP.) 5' 5' 5.5" . . . . . . . . . . . . . . 5 . . . . . . . WATER VALVE I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R5 . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WATER METER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (D TELEPHONE MANHOLE . . . . . . . . . . RAR;K . . . . . . . . . ING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0- . . . . . . . . . . . .. . . . . . . . . . . . . . 5.1' . . . . . . . . . . . R5-: . . . . . . . . . . .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cr. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UY . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 000, . . . . . . . . . 40 - ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . 4,. . . . . . . . . . IN-. . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . PG_. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _DICA . . . . . . . . . . . . . . . . .RELOCATED.. . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,N 0 . . . . . . . . . . . . . . . . . . . JCT 48, SfGN* < . . . . . . . MUSING, U1T . . . . . . . . . . . -(TYP.) . . . . . . . . . . . . M. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 . . . . . . . . . . . . . . 451 >. . . . . . . . . . z ILL Z). . . . . . . . . . F'F.E. 2 0., . . . . . . . . . . . . .. . . . . . . . . . . STOP G . . . . . . . . . . V) . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i 0,x 5'R15" . . . . . . . DUMPSTER . . . . . . . . . . . . . . ENCLOSURE . . . . . . . . . . . . . 5' . . . . . . . . . . . . 5- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . 60.8' 38.2' . . . . . . . . . . . . . �50.0' . . . . . . . . . . . . . . NOISE A17ENUA 'G FENCING (TYP.) 4' PROPOSED 19 4' LOCATION-, FOR X X _X X X X �x RELOqATED 7 _X CATCH BASIN. 6202013911 352, 65 S 62 a013911 194, 181 AREA TO STAY VEGETATED & AN DISTURBANCE SHALL BE RE-VEGETATED. SITE DATA TABLE 1. SUFFOLK COUNTY TAX NUMBER(S) GENERAL NOTES (ALL CONTRACTOR51. PAVZ 1. ALL CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND SANITARY CALCULATIONS: 2. ZONING CLASS RESIDENTIAL OFFICE ZONE SYMBOL SECTION/DESCRIPTION 2. ALL CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD BUILDINGS 1 THRU 3: 3. AREA OF SITE 4.7 ACRES - (204,701 SF) 4. INTENDED USE OF PROPERTY RESIDENTIAL OFFICE CAMPUS PRIOR TO COMMENCING WITH WORK, SHALL REPORT ANY DISCREPANCIES BETWEEN THE (15) ONE-BEDROOM UNITS AT 150 GPD/UN(T 2,250 GPD DRAWINGS AND FIELD CONDITIONS TO THE ENGINEER. IF CONCEALED CONDITIONS ARE .04 14" TYPE 6 ASPHALT PAVEMENI 6. DATUM U.S.C. & G.S. 0 R T.0.B. U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) TYPE 3 ASPHALT PAVEMEN1 .00 2j ENCOUNTERED AT THE SITE WHICH DIFFER MATERIALLY OR DIMENSIONALLY FROM THOSE (15) ONE-BEDROOM UNITS T 110 GPD/UNIT 1,650 GPD 7. DEPTH TO GROUNDWATER 16' INDICATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT -.0 6" RCA IMMEDIATELY. PAVEMENT 16,380 SF MEDICAL OFFICE SPACE AT 0.10 GPD/SF 1,638 GPD ZONING COMPLIANCE ' TABLE (RO RESIDENTIAL OFFICE ZONE) 6" STABILIZED SOIL -.0 3. DRAWINGS SHALL NOT BE SCALED. IF A DISCREPANCY EXISTS OR A DIMENSION IS OMITTED, SANITARY FLOW = 5,538 GPD 111-111-111-1 11-111-1117 ALLOWED (REQUIRED) ALL NOTIFY THE ENGINEER IMMEDIATELY. MINIMUM LOT SIZE 40,000 SF = 3.85 GPM . . . . . . . . . . 204,701 SF (4.70 ACRES) 4. ALL DEMOLITION SHALL BE PERFORMED BY METHODS WHICH WILL PREVENT DAMAGE TO AREAS . . . . . . . . . . THAT ARE EXISTING TO REMAIN. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY SITE HYDROSEED AS SPECIFIED RA MINIMUM LOT WIDTH 150 FT -595 FT UIRED TO THESE AREAS. DAMAGE THAT DOES OCCUR, SHALL BE 4-(MIN.) DEPTH OF TOPSOIL (ALL DISTURBED MAXIMUM L 20% (-40,859 SF) 12.62% (25,836 SF) POPULATION: SURFACES NOT NGINEER'S SATISFACTION, AT THE GENERAL CONTRACTORS EXPENSE AND . . . . . . . . . . COMPACTED SUBGRADE OTHERWISE PAVED N/A 50.02% (102,398 SF) . . . . . . . . . . OR PLANTED) AT NO ADDITIONAL COST TO THE OWNER. 5,538 GPD = 73.84 CAPITA . . . . . . . . . . MINIMUM FRONT YARD SETBACK 50' 5. THE GENERAL CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS AND 50.0' P = 73.84 CAPITA 1 ,000 = 0.07 MINIMUM SIDE YARD 15' 50' PORARY SHORING AND BRACING IN ACCORDANCE WITH THE NEW YORK BROOM FINISH, STEEL TROWEL EDGE STATE BUILDING CODE. AIN LINK AND OSHA APPROVED. 4 (UNLESS OTHERWISE NOTED) MINIMUM REAR YARD 50' 60�0' PEAK FLOW RATE: 4- 4" (3500 PSI) CONCRETE MAXIMUM BUILDING HEIGHT 35' HIGH (2 1/2 STORIES) 6. WHEN REQUIRED FOR THE WORK, THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE CONC. WALK 35' HIGH (2 1/2 STORIES) 4.28 X 5,538 GPD 23,702.64 GPD DURING THE COURSE OF WORK. PEAK FLOW RATE FACTOR (PF) 1 +[14 (4+P-0.5)] 4.28 COMPACTED SUBGRADE MAXIMUM DISTURBED AREA N/A 84.03% (3.95 ACRES) 7. THE ELECTRICAL CONTRACTOR SHALL REMOVE OR RELOCATE ALL WIRING, PLUMBING AND PARKING REQUIREMENT MECHANICAL EQUIPMENT AFFECTED BY DEMOLITION. REMOVED PIPES SHALL BE CUT TO A 16.46 GPM 4" DEPTH OF MULCH 3 MEDICAL OFFICE BLDGS=16,380 SF (9 PHYSICIANS OR DENTISTS) 5 STALLS EACH =45 STALLS POINT OF CONCEALMENT BEHIND OR BELOW FINISHED SURFACES, AND SHALL BE PROPERLY EDGE PLANTING BED (4- MIN. RESIDENTIAL UNITS = 30 UNITS (1.5 STALLS PER 1 BEDROOM UNIT PER 600SE) =45 STALLS CAPPED OR PLUGGED. REMOVED ELECTRICAL OR COMMUNICATION LINES SHALL BE COMPLETELY D DISCONNECTED FROM THE RESPECTIVE ELECTRICAL PANEL, CIRCUIT BOX VEGETATION MULCHED AREAS TOTAL =90 STALLS OR TERMINATION POINT. COMMUNICATIONS SYSTEM TO BE KEPT ACTIVE AT ALL TIMES. COMPACTED SUBGRADE PARKING PROVIDED 8, ALL CONTRACTORS SHALL EXERCISE ALL DUE CARE TO ENSURE THAT THERE WILL BE NO REGULAR STALLS = 84 STALLS DISRUPTION IN ELECTRICAL, GAS, WATER OR COMMUNICATING SERVICE TO SURROUNDING AREAS A.D.A. HANDICAP STALLS = 6 STALLS DURING DEMOLITION. TOTAL 90 STALLS 9. MATERIALS AND/OR ITEMS NOT DESIGNATED TO BECOME THE PROPERTY OF THE OWNER SHALL .............. MF AS PER COMMENTS FROM TOS CFD BECOME THE PROPER S 6003014911 RECEIVED ' MF AS PER COMMENTS FROM TOS CFD 10/17/22 M F AS PER COMMENTS FROM TOS CFD 10. MINOR DETAILS NOT CUSTOMARILY SHOWN OR SPECIFIED, NOV 0 1 CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY ARE INDICATED -------- 9/26/22 MF AS PER COMMENTS FROM CLIENT CFD ON THE DRAWINGS. Southold 3/2/22 LMY REMOVED PARKING & LOADING AREA IN 11. EACH PRIME CONTRACTOR SHALL ASSIGN A SITE SUPERINTENDENT THAT WILL BE ON THE SITE Planning Board FRONT & SIDE YARD SETBACKS CFD EVERY DAY AND WILL DIRECT THE DAY TO DAY CONSTRUCTION ACTIVITIES AND COORDINATE / LMY ADDRESS TOWN'S COMMENTS OF 2/7/22 CFD DAILY WITH THE OWNERS APPOINTED REPRESENTATIVE. SITE PLAN NOTES AND CONDITIONS: DATE BY DESCRIPTION APPROV. BY 1. BEARINGS ARE REFERENCED TO LIBER 13107 OF DEEDS AT PAGE 639. 12. A COMPLETE SET OF CONTRACT DOCUMENTS AND CONSTRUCTION SKETCHES SHALL BE KEPT AT 2. THIS MAP ASSUMES THE AVAILABILITY OF PUBLIC SEWER AND WATER FACILITIES. THE SITE IN AN ORGANIZED MANNER FOR THE USE OF THE ENGINEER, THE OWNER OR THEIR ZONING REQUIREMENTS ARE RECOGNIZED BASED ON THIS ASSUMPTION. REVISIONS 3. BUILDING LAYOUTS AND ELEVATIONS FROM BY RONALD KUOPPALA ARCHITECTURE, REPRESENTATIVES. AUGUST 23, 2021. 4. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF APRIL 23, 2021 BY L.K. MCLEAN 13. ALL CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR ALL SAFETY AND WORK PROCEDURES Assoc.. P.C. SUFFOLK COUNTY, NEW YORK DURING THE CONSTRUCTION OF THIS PROJECT. 5. SITE SIGN DESIGNED, LOCATED AND SIZED IN ACCORDANCE WITH TOWN CODE. 14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL SURFACES GREENPORT MEDICAL OFFICES AND DAMAGED BY HIMSELF OR SUB-CONTRACTORS UNDER HIS CONTROL. THIS SHALL INCLUDE RESIDENCES AREAS WITHIN THE CONSTRUCTION ZONE AS WELL AS ALL OTHER AREAS ON THE PREMISES. IF REPAIRS ARE REQUIRED, NEW MATERIALS MUST MATCH EXISTING AND BE ACCEPTED FULLY BY y OWNER AND THE ENGINEER. PROPOSED SITE PLAN 15. THE GENERAL CONTRACTOR SHALL PROVIDE ALL CUTOUTS AND PATCHING REQUIRED FOR WORK. 16. THE GENERAL CONTRACTOR SHALL VERIFY THAT THE CONDITION OF THE EXISTING SUB-BASE L. K. MCLEAN ASSOCIATES, P.C. C.D MATERIAL IS SUITABLE FOR USE. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 17. ALL CONTRACTORS SHALL COORDINATE WORK WITH OTHER CONTRACTORS. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrS 18. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEAN-UP OF THEIR OWN WORK IN ALL AREAS AND UNDER THE DIRECTION OF A LICENSED PROFESSION& ENGINEER, WHERE SUCH ALTERATIONS ARE MADF_ THE PROFIESSONAL ENGINEER MUST SIGN, SEAL, DATE AND PR Drawn By: MF Date: PLACEMENT OF DEBRIS IN APPROPRIATE DUMPSTER. DESCR BE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). [Approved By: RGD File No. 21038.000 1