The URL can be used to link to this page

Home My WebLink AboutSCDHS Approved Sewage Collection System Plans Rcvd 3/12/2019 Suffolk County Department of Flealth Services Approval for Construction-Other Than Single Family Reference No. " VC Design Flow1g,q'T g01 111 i ` Uses � These plans have been reviewfor eneral ccnformancC with flit, ed County Department of Health Services standards, relating to water supply and sewage disposal. Regardless of any omissions, inconsistencies or lack of detail, construction is required to be in . ��, :•• ; • .. _` accordance with the attachederrr�it conditions and applicable P standards,unless spec.*.iically waived by the Department.This approval expires 3 years from the approval dat , ess exten ed or nev d. • 1300 Walt Whitman Road, Melville, New York 03�G 11747 Approval Date eviewer Phone 631 300 1010 ;Jr?(i O C- � L L owner/developer: t_� CONIFER REALY LLC CoJC V\a V1t5 ' CSC e 0YZ rvc(Aibil +0 83 E.Main Street,Suite 600, Rochester, New York 14604 4V a.3 W to m S 1 a%'MA Site/Civil Consultant \.. /o 417 OeP4 JR L L K MdLEAN ASSOCIATES, P.C. LON�t�d�v Thi 37GSOUTH DCOUNTRY RD., F \J, K `��Be p i� C�tC� Tel: 631 86.86 8 BROOKHAVEN, NEW YORK 11719 Line nay DeP Ufs VA p`d�`� solo\x G° 574A,Ga s Ecttonl Ca11� -- h91 ,1n P VINEYARD VIEW NORTH ROAD TOWN OF SOUTHOLD, N.Y. 11939 ON T "' W'1'N' 0 F S TN" O L FIFFIFF"510/i ��; /Vii', '1& 19 a IN in am 1Lin FF (101.no) Lmrx'ff C (01ft.'f0%aENT`1'ff IN41 EW 01,F (M)a K'ff 00101/1" 010") i f e ro, REAL ESTATE DEVELOPMENT,CONSTRUCTION A MANAGEMENT seal - OI ° _Fi. A, LIC T ATS \i (� N . • • ��'•- •' ° U'""— �f `✓> issued date descriptionU R LLC NAME:...... VINEYARD VIEW, 12/19/2018 GENERAL REVISIONS o inlet's % `• ,00�� '�� , V , n '+ • } 48 •rte "� i r ADDRESS:.................. 1000 UNIVERSITY AVENUE - SUITE 500 01/18/2019 REVISED PER 1/10/19 SCDHS 0 37 ' i � tal COMMENTS U INLET ' • BIM CITY:........................... ROCHESTER LSI i POND i �• , '�� Cr Mill r,r-- LL_ nn 'COUNTY Par .-� �I ker Rack 14 \l ; PARK ; •Q° ,T ,o• �' �� . STATE:........................ NEW YORK SHEET DESCRIPTION a d , .• ��d �� silver �` O ' ' ��' -' Lake ` sT \� COV. COVER SHEET r, ,a. ZIP CODE:................... 14607 c° M0eres p)'a2 a .— LONG ISLAND SOUND \• 00, SA1 SANITARY NOTES $,, NORTH �'` issued date description � ! 4 o II - � SA2 OVERALL SANITARY SITE PLAN p • ` (�t�\ aste�W t _ i�C a e rn �p Campgr4 / ' Trr tment C'reenpo t �f H l• `1� SA3 SANITARY SITE PLAN acility 1 Rgh sch ! L i� PQ f SA3B THRUST BLOCK LOCATION PLAN o • , .�— , SITE 1INFORMATION : SA4 SEWER LATERAL PROFILES Blue: Green t - ,-J -• „4 ` \ SA5 SANITARY DETAILS 1 • � ' � \ SA6 SANITARY DETAILS 2 F P TOWNSHIP........... SOUTHOLD —RECEIVED 24 * SA7 TST PIT LOGS &SOIL BORING ow ' ..• ` 1 3 25 • I L HAMLET................ GREENPORT WEST MAR 12 2o�s �---� FIRE DISTRICTGREENPORT a, ,• e2z9 `:.'1 —..._ I Planning Board..... d fp •' M �' 14 !! / _ ,� S.C.T.M. NO........... 1000-040.00-03.00-001 .000 o S*' PZ title = % ' % p�$ 3 '/ AREA OF SITE...... 748 703 S.F. 17.19 AC SA" ITARYI CURRENT USE..... VACANT ',; v PROJECT COVER LOCATION l - &;B. ... . KEY MAP PROPOSED USE... RESIDENTIAL HOUSING DEVELOPMENT -n SCALE: 1"=1500'f �. SHEET C k� �L 4.1 v v a drawn by: C>' checked by: CFD a� CL scale: AS NOTED E a- 0- N -tJ project number: 17106.000 r CL p C N I � CP sheet number THE EDUCATION LAW OF THE STATE OF NEW YORK r 0 PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O IN THE SPECIFICATIONS, AND/OR H ACCOMPANYING ONS, UNLESNGS UNDER DERTHE DIRECTION Lfl OF A LICENSED PROFESSIONAL ENGINEER, WHERE 060 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL T r" ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE COV9 C n THE FULL EXTENT OF THE ALTERATION ON THE v DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SEC110N 7209-2) NOTES: ABBREVIATIONS LEGENDtih : . ALIGNMENT TOPOGRAPHY (UTILITIES) TOPOGRAPHY (MISC.) 1. NO CONSTRUCTION SHALL COMMENCE UNTIL THE FOLLOWING CONDITIONS ARE MET: 13. STRUCTURAL DESIGN REQUIREMENTS - ALL STRUCTURAL REQUIREMENTS SHOULD BE INCORPORATED A = DELTA ASTM = AMERICAN SOCIETY OF GLL = GRADING LIMIT LINE FEATURE SYMBOL ON THE CONSTRUCTION PLANS. THESE DETAILS INCLUDE: REINFORCING BAR SIZES AND BL = BASELINE TESTING MATERIALS GR. = GRAVEL ,- i PROPOSED EXISTING A) THE OWNER, ENGINEER AND CONTRACTOR ATTEND A PRE-CONSTRUCTION MEETING LENGTHS, REINFORCING BAR DEVELOPMENT/SPLICE LENGTHS, CONCRETE WALL THICKNESS (MINIMUM = CENTERLINE CAN. CABLE TELEVISION HSE HOUSE CC CENTER OF CURVATURE E ELECTRIC IN INCH WITH SEWER DISTRICT REPRESENTATIVES. 15") AND CORNER DETAILS. ANY DESIGN DETAIL REQUIREMENTS, SUCH AS ABOVE, NOT D = DEGREE OF CURVE G. = GAS LF = LINEAR FEET PAVED ROAD, SH' ...._..._. _. _. W. _. �:. INCORPORATED IN THE DESIGN DRAWINGS WILL HAVE TO BE PROVIDED PRIOR TO CONSTRUCTION. IF DWY. OR PARK LOT D!A. = DIAMETER G.P. = GUY POLE MAX. = MAXIMUM :.. DESIGN DETAILS ARE PROVIDED BY A CONTRACTOR, THEY MUST` BE REVIEWED AND STAMPED BY THE = EAST, FASTING B) A PERMIT TO CONSTRUCT AND DISCHARGE FOR THE WASTE DISPOSAL SYSTEM (NEW E G.V. = GAS VALVE (MAIN LINE) MIN. = MINIMUM UNPAVED ROAD, SH'DR. PROFESSIONAL DESIGN ENGINEER. ELEV.= ELEVATION MON. = MONUMENT DWY. OR PARK LOT N.A. -•"•-.------- YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION) AND AND APPROVAL HYD. = HYDRANT .; - TO CONSTRUCT HAS BEEN ISSUED BY THE SUFFOLK COUNTY DEPARTMENT OF H.C.L.= HORIZONTAL CONTROL LINE NM NON MOUNTABLE ' L.P. - LIGHT POLE _ 14. THE INTERIOR WALLS OF ALL WWTP PROCESS TANKS, THE INTERIOR WALLS OF ALL PUMPING L = LENGTH OF CIRCULAR CURVE MAG. = MAGNETIC = "'•'.'.• ": A r ' PUBLIC WORKS SCPDW HAS BEEN RECEIVED. LT - LEFT NO. = NUMBER CONCRETE SIDEWALK _.....w;.u...SYs...... ( ) STATIONS, THE EXTERIOR WALLS OF ALL PRECAST CONCRETE STRUCTURES INSTALLED BELOW UP # = UTILITY POLE NUMBER N.T.S. = NOT TO SCALE N = NORTHING, NORTH NYSMUTCD = NEW YORK STATE GROUND WATER, AND ALL PIPING INSTALLED IN TANKS AND PUMPING STATIONS ARE TO BE COATED ST. = STORM SEWER � • '� ' / WITH A TWO PART EPDXY PAINT. NE = NORTHEAST CURB - : C THE OWNER OR HIS/HER REPRESENTATIVE HAS NOTIFIED THE ENGINEER IN WRITING NW = NORTHWEST TV = TELEPHONE VALVE BOX MANUAL ON UNIFORM '-""--�- ---- _: NORTHWEST E CURVATURE T TELEPHONE TRAFFIC CONTROL DEVICES OF HIS/HER INTENT TO COMMENCE CONSTRUCTION AND HE/SHE SHALL SUBMIT AN P.C. - = N&R = NAIL AND RED 1300 Walt Whitman Road, Melville, New York ACCURATE SCHEDULE OF ANTICIPATED WORK PROGRESS AT LEAST 14 DAYS P.I. = POINT OF INTERSECTION W. = WATER FENCE -�c x- x•••••••-•••••-• •••...•- 11747 CALENDAR DAYS PRIOR TO THE ACTUAL COMMENCEMENT DATE. IF FOR ANY REASON 15. MULTI STORY APARTMENT AND OFFICE BUILDINGS BEING CONNECTED TO SANITARY O.C. = ON CENTER Phone PK = PARKER KALQN W.M. = WATER METER Phone 631 300 1010 SEWER WASTE FACILITIES MUST BE PROVIDED WITH INTERIOR PLUMBING SO DESIGNED AS TO O.G. = ORIGINAL GROUND CONSTRUCTION IS TEMPORARILY SUSPENDED, A WRITTEN NOTICE OF THE SAME P.O.B.= POINT OF BEGINNING W.S.B. = WATER SERVICE BOX SEPARATE THE UPPER FLOOR DISCHARGES FROM THE FIRST FLOOR UNIT SEWER OUTLETS. UNLESS PAV'T. = PAVEMENT DRAINAGE �j � SHALL BE TRANSMITTED TO THE ENGINEER. WRITTEN NOTICE OF RECOMMENCEMENT P.O.E.= POINT OF ENDING W.V. = WATER VALVE (MAIN LINE) P. = PARCEL CATCH BASIN, ETC. Old fu l' OTHERWISE APPROVED BY THE ENGINEER, NO MORE THAN FOUR (4) UNITS PER CONNECTION WILL P.O.L.= POINT ON LINE PE = PROFESSIONAL ENGINEER owner/develo/developer: OF CONSTRUCTION TOGETHER WITH A REVISED PROGRESS SCHEDULE SHALL BE BE ALLOWED. P.T. = POINT OF TANGENT p TRANSMITTED TO THE ENGINEER AT LEAST THREE (3) WORK DAYS PRIOR TO THE R = RADIUS PRF = POST & RAIL FENCE CONIFER REALY LLC RT = RIGHT TOPOGRAPHYMISC. PWF = POST & WIRE FENCE DIFFUSION WELL N.A. 83 E. Main Street,Suite 600, ACTUAL COMMENCEMENT DATE. 16. UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL CONDOMINIUM UNITS CONNECTING SEWER S = SOUTH ( P = PROPERTY LINE Rochester, New York 14604 DISTRICT SANITARY FACILITIES WILL REQUIRE A SEPARATE SEWER OUTLET FOR EACH UNIT. SE = SOUTHEAST RCA = RECYCLED CONCRETE 2. ALL WORKMANSHIP AND MATERIAL FOR SEWER CONSTRUCTION INCLUDED INTHE PROJECT STA. = STATION # = POUND AGGREGATE SPOT ELEVATION +103.2 103.2 SHALL CONFORM TO THE LATEST REQUIREMENT OF THE ENGINEER'S SPECIFICATIONS FOR SW = SOUTHWEST A.O.B.E.= AS ORDERED BY ENGINEERASPH = ASPHALT RR. = RAILROAD . SEWER CONSTRUCTION INCLUSIVE OF ALL REVISIONS AND ADDENDA THERETO. UNLESS T = TANGENT LENGTH R.O.W. = RIGHT OF WAY= AVENUE BENCH MARK N.A. N.A. Site/Civil Consultant T.G.L.= THEORETICAL GRADE LEVE AVE. R.W. = RETAINING WALL OTHERWISE APPROVED BY THE ENGINEER, ALL MATERIALS SHALL BE AMERICAN MADE. IN BDY. = BOUNDARY W = WEST SF = STOCKADE FENCE ALL CASES WHERE CONFLICT EXISTS BETWEEN CONTRACT DOCUMENTS AND THE LATEST SANITARY SEWER - DETECTABLE MARKING TAPE NOTES: V.C. = VERTICAL CURVE (ROUNDING) BIT PH = DING INOUS ASPHALT SHLDR. = SHOULDER BASELINE POINT N.A. REVISIONS OF THE SPECIFICATIONS FOR SEWER CONSTRUCTION, THE INTERPRETATION AND B.M. = BENCH MARK SQ.F. = SQUARE FEET RULINGS OF THE ENGINEER SHALL BE BINDING. ST. = STREET A. SCOPE: BR. = BRIDGE STK. = STAKE POINT ON LINE (POL) N.A. C THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND DETECTABLE MARKING BOW = BACK OF WALK STY. = STORY 3. PRIOR TO THE INCORPORATION OF ANY MATERIALS OR EQUIPMENT INTO THE WORK, FIVE (5) TOPOGRAPHY (DRAINAGE) C = CENTER S.W. = SIDEWALK NORTH ARROW (TRUE) COPIES OF SHOP DRAWINGS, CATALOG CUTS CHARACTERISTIC CURVES, TEST RESULTS, TAPE ALONG ALL SEWER LINES, FORCE MAIN AND HOUSE CONNECTIONS. C.A. = CONTROLLED ACCESS T.L. = TREE LINE PERFORMANCE DATA, ETC. AS MAY BE REQUIRED BY THE ENGINEER SHALL BE SUBMITTED B.O. = BOTTOM OF OPENING C.C. = CENTER TO CENTER TYP, = TYPICAL B. MATERIAL: BTM = BOTTOM CLF = CHAIN LINK FENCE BUILDINGS - '•......... TO THE ENGINEER DEPARTMENT OF SANITATION. NO MATERIAL OR EQUIPMENT SHALL BE BC = BOTTOM OF CURB CLR U.S. = UNITED STATES = INCORPORATED INTO THE WORK UNTIL ALL REQUIRED SUBMITTALS HAVE BEEN REVIEWED THE MATERIAL SHALL BE SOLID PLASTIC TAPE WITH A MINIMUM THICKNESS OF 4.5 MIL. THE G© CLEAR X-CUT = CROSS CUT TAPE SHALL BE RESISTANT TO ALKALIS, ACIDS AND OTHER DESTRUCTIVE ELEMENTS. THE CATCH BASIN CONC. = CONCRETE L K Md.EAN ASSOCIAT'E8„ P.C. AND APPROVED, IN WRITING BY THE ENGINEER. ClCI = CURB INLET CONST. = CONSTRUCTION PROPERTY LINE N.A. -- TAPE SHALL BE GREEN IN COLOR, 3' MIN. WIDTH, MARKED WITH THE WORDS, "CAUTION - C.O. = CONCRETE PIPE CONT. = CONTINUED LONG ISLAND, NY 4. SANITARY GRAVITY LINES SHALL BE LAID A MINIMUM DISTANCE OF 10' HORIZONTALLY AND SANITARY SEWER". THE WARNING SHALL BE REPEATED EVERY 16"-36". CPP = CORRUGATED POLYETHYLENE PIPE DIST = DISTANCE ROW LINE 437 SOUTH COUNTRY RD., 1.5' VERTICALLY BELOW ANY EXISTING OR PROPOSED WATER MAIN. DIA. = DIAMETER DWY = DRIVEWAY HIGHWAY BOUNDARY N.A. BROOKHAVEN, NEW YORK 11719 C. INSTALLATION: D.I. = DROP INLET EA. = EACH Tel: 631.286.8668 ELEV.= ELEVATION E,S. = EDGE OF SHOULDER CONTOUR .........�ry 5. THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND MARKING TAPE ALONG AFTER PARTIALLY BACKFILLING AND LEVELING THE TRENCHES TO A HEIGHT OF 18"-24" INV. = INVERT EOP ABOVE THE CROWN OF THE PIPE, THE ROLL TAPE IS MOUNTED TO A WHEEL AND SPREAD LB = LEACHING BASIN = EDGE OF PAVEMENT ALL SEWER LINES, FORCE MAINS AND HOUSE CONNECTIONS IN ACCORDANCE WITH ENGINEER EXIST. = EXISTING SPECIFICATIONS FOR THE SAME. ABOVE THE PREPARED SURFACE AS STRAIGHT AS POSSIBLE. THE TAPE IS HELD IN POSITION LP = LEACHING POOL F.P. = FENCE POST PHASE LINES R!• R• ® N.A. BY ADDING BACKFILL MATERIAL WITH HAND SHOVELS BEFORE USING MECHANICAL EQUIPMENT MH = MANHOLE END. = FOUNDATION O.C. = OUTER DIAMETER F.L. = FENCE LINE STATE REGULATED _ _ 6. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF EXISTING TO FINISH BACKFILLING. WHEN A ROLL IS FINISHED, A SECOND ROLL MAY BE ATTACHED TO R.C.P.= REINFORCED CONCRETE PIPE -""""" ' "" ' ' UTILITIES (INCLUDING EXISTING SEWERS) BY FIELD INVESTIGATION. THE CONTRACTOR IS AN OLD ROLL WITH THE USE OF MANUFACTURER SUPPLIED CLIPS TO ALLOW ELECTRICAL RIM = STRUCTURE RIM ELEVATION FT = GAR FRESHWATER WETLANDS CONTINUITY. TC = TOP OF CURB GAR. = GARAGE _X X _ VINEYARD VIEW RESPONSIBLE TO DETERMINE THE ADEQUACY OF ALL EXISTING TO ACCEPT CONNECTION OF - CHAINLINK FENCING •••••••••• . •••••••••••••% •••••,•" THE PROPOSED WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY CONFLICTS BETWEEN THE NORTH ROAD EXISTING UTILITIES AND THE PROPOSED WORK, AS WELL AS, ANY INADEQUACIES OF THE IF THE SEWER LINE OR HOUSE CONNECTION DOES NOT END INTO A MANHOLE, THE TAPE WETLAND N A W EXISTING SEWER LINES TO PROPERLY ACCEPT THE PROPOSED CONNECTIONS AND FLOWS. MUST BE EXTENDED THREE(3) FEET BEYOND THE PLUGGED END OF THE LINE. CHECKZONE TOWN OF SOUTHOLD, N.Y. 11939 7. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO RESTORE ALL AREAS DISTURBED TREE LINE er,W006"Sy"""'1 BY THIS WORK, TO THE CONDITION AS BEFORE THE WORK COMMENCED. SHRUBS N.A. 8. DURING CONSTRUCTION, A REPRESENTATIVE OF THE ENGINEER MUST BE PRESENT TO OBSERVE AND EXAMINE THE WORKMANSHIP AND MATERIALS BEING INCORPORATED INTO THE SANITARY NOTES: TREES, DECIDUOUS / PROJECT. THE DEPARTMENT SHALL BE THE SOLE JUDGE AS TO WETHER THE CONSTRUCTION PROVIDED IS IN COMPLIANCE WITH THE DEPARTMENTAL REQUIREMENTS. AT ANY TIME DURING TREES, CONIFEROUS 1. LKMA SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, THE COURSE OF THE CONSTRUCTION THAT THE WORK IS DEEMED UNACCEPTABLE, A STOP %%/%////%/://O//%%///// ��%%%///////// METHODS AND TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE WORK ORDER WILL BE ISSUED AND ANY WORK AFTER THE ISSUANCE OF SUCH ORDER SAFETY OF THE PUBLIC OR THE CONTRACTORS EMPLOYEES, OR FOR THE FAILURE OF THE SIGNS, /F Fri�i/ii/ice/ SHALL NOT BE APPROVED BY THE ENGINEER. UNAPPROVED WORK AND/OR MATERIAL CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. UTILITY CONTACTS: GROUND MTD % �///�i//// j SHALL BE REMOVED AND REPLACED TO THE SATISFACTION OF THE ENGINEER BEFORE SANITARY: VILLAGE OF GREENPORT OFFICES SANITARY FORCE MAIN -Fa N.A. APPROVAL TO RECOMMENCE WILL BE GRANTED. 2. ALL EXISTING STRUCTURES WHICH ARE TO BE REMOVED SHALL BE BACKFILLED WITH SELECT 236 3RD STREET GRANULAR FILL WHICH HAS BEEN COMPACTED TO A 95% MAXIMUM DENSITY AT THE GREENPORT, NEW YORK 11944 SANITARY LATERAL _su ^�"a_ N.A. OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST. 9. THE OWNER AND HIS CONTRACTOR(S) SHALL BE RESPONSIBLE FOR MAINTAINING THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SANITARY N.A. CONSTRUCTION SITE IN A NON'-HAZARDOUS CONDITION ALL IN ACCORDANCE WITH THE 3. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING 360 YAPHANK AVENUE, SUITE 2G HOUSE CONNECTION � k.< YAPHANK, NEW YORK 11980 REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF LABOR, OSHA AND ALL OTHER AGENCIES UTILITIES BY PERFORMING A FIELD INSPECTION. THE ENGINEER SHALL BE NOTIFIED OF ANY SANITARY MANHOLE i!.' N.A. [[[ *<::..:: . f e r HAVING JURISDICTION. UNLESS OTHERWISE APPROVED IN WRITING BY THE ENGINEER, THE CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED WORK, PRIOR TO THE START WATER: SUFFOLK COUNTY WATER AUTHORITYREAL ESTATE DEVELOPMENT.CONSTRUCTION s MANAGEMENT CONTRACTOR SHALL ERECT AND MAINTAIN ADEQUATE FENCING AROUND ALL OPEN EXCAVATIONS. OF CONSTRUCTION. 260 MOTOR PARKWAY UNDERGROUND E L ELECRTIC HAUPPAUGUE, NEW YORK 11787 10. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS ARE FULFILLED 4. ALL OTHER WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, UNDERGROUND T ............_"_._..T...._....._..... .._.. TO THE SATISFACTION OF THE ENGINEER. SUFFOLK COUNTY OR A SPECIFIED HEREIN, LATEST EDITIONS. CAS: NATIONAL GRID TELEPHONE 1393 VETERANS MEMORIAL HIGHWAY seal ---- 5. INSTALLATION OF THE ELECTRIC SERVICE IS THE RESPONSIBILITY OF THE CONTRACTOR, BY HAUPPAUGUE, NEW YORK 11788 GAS MAIN/SERVICE -� _.__ .._ _. ...,_.._._...._ `� (" ► f:r A. THE SYSTEM SHALL BE SUBJECTED TO TESTING TO ESTABLISH THE ADEQUACY OF INDIVIDUAL WHICH ALL WORK SHALL CONFORM, AS A MINIMUM TO THE REQUIREMENTS OF PSEG LI. "��-LTi COMPONENTS AND OF THE OVERALL SYSTEMS ABILITY TO MEET THE REQUIREMENTS OF THE ELECTRIC: LONG ISLAND POWER AUTHORITY SCWA WATER MAN � � APPROVED CONTRACT DOCUMENTS. ALL ACCEPTANCE TESTING SHALL BE PERFORMED AT NO COST TO 1650 ISLIP AVENUE EXTENSION • f �'` ;, '�� ;�\ THE DEPARTMENT AND NO ACCEPTANCE TESTING SHALL BE PERFORMED UNLESS WITNESSED BY A 6. INSTALLATION OF THE TELEPHONE SERVICE IS THE RESPONSIBILITY OF THE CONTRACTOR, BY BRENTWOOD, NEW YORK 11717 ! JULY AUTHORIZED REPRESENTATIVE OF THE ENGINEER. THE DEPARTMENT SHALL BE THE SOLE JUDGE WHICH ALL WORK SHALL CONFORM, AS A MINIMUM TO THE REQUIREMENTS OF VERIZON. DRAINAGE PIPE ate, N NSA ' L AS TO THE ADEQUACY OF THE ITEMS TESTED AND DEFECTS SHALL BE CORRECTED TO THE PSEG L.I. , 1 .- 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR 460 E MAIN STREET DRAINAGE STRUCTURE �/i rl f 'Irl E,'a SATISFACTION OF THE ENGINEER. rn THE INSTALLATION OF ALL UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHOGUE, NEW YORK 11772 B. REPRODUCIBLE "AS-BUILT" RECORD DRAWINGS OF THE COMPLETED SEWAGE COLLECTION SYSTEM MEETING ALL FOR PRE-CONSTRUCTION OF ANY SANITARY SYSTEM FROM ALL GOVERNING TIL #4"7 UTILITY POLE N.A. G� ' O SHALL BE SUBMITTED TO THE ENGINEER. "AS-BUILTS" MUST BE SIGNED AND SEALED BY A DULY AGENCIES. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL THE UTILITIES OR TELEPHONE: VERIZON �`�r' s 47 LICENSED NEW YORK STATE LAND SURVEYOR AND MUST SUPPLY A SUITABLE PERMANENT MUNICIPAL AGENCIES HAVING JURISDICTION. THE CONTRACTOR SHALL COORDINATE THE rn501 N. OCEAN AVENUE TRAFFIC SIGNAL HEAD N.A. RE a> RECORD OF THE EXACT LOCATION AND ELEVATION OF SEWER LINES, STRUCTURES, STUBS, HOUSE REQUIRED UTILITY AND MUNICIPAL INSPECTIONS. 0 CONNECTIONS, WYES AND APPURTENANCES. "AS-GUILTS" SHALL BE PREPARED IN ACCORDANCE WITH PATCHOGUE, NEW YORK 11772 ENGINEER STANDARDS FOR "AS-GUILTS" DRAWINGS FOR SEWER CONSTRUCTION AND MUST BE INK ON 8. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND SIGNAL POLE N.A. ; i) issued date description MYLAR OR EQUAL DRAFTING MEDIA, MICROFICHE AND/OR DIGITAL, AS REQUIRED BY THE ENGINEER. DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE ROADS: SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS SIGNAL CONTROLLER N.A. 12/19/2018 GENERAL REVISIONS v AND FEDERAL LAW AND APPLICABLE CODES. 335 YAPHANK AVENUE V) C. REPRODUCIBLE "AS-BUILT' (RECORD DRAWINGS OF THE COMPLETED SEWAGE WORKS SHALL BE YAPHANK, NEW YORK 11980 � 01/18/2019 REVISED PER 1/10/19 SCDHS U- SUBMITTED TO THE ENGINEER. `"AS-GUILTS" MUST INCLUDE, BUT NOT BE LIMITED TO SITE PIAN, 9. ELEVATIONS REFER TO NAVD88 DATUM. TRAFFIC PULLBOX N.A. ED COMMENTS U OPERATION AND MAINTENANCE MANUALS SCHEMATICS AND ELEMENTARY DRAWINGS OF ELECTRICAL, PUSHBUTTON N.A. MECHANICAL AND PROCESS SYSTEMS. DRAWINGS MUST BE SIGNED AND SEALED BY NEW YORK STATE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS ILL LICENSED PROFESSIONAL ENGINEER, AND MUST BE INK ON MYLAR OR EQUAL DRAFTING MEDIA, NECESSARY TO REMOVE ANY EXCAVATED OR DEMOLISHED MATERIAL. PUSHBUTTON PAST N.A. !-t7 0 AND/OR DIGITAL, AS REQUIRED BY THE ENGINEER. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS TO ALLOW O D. A `'CERTIFICATE OF COMPLIANCE" FOR ALL MATERIAL, WORK AND EQUIPMENT INCORPORATED FOR CLEARING AND GRUBBING OF THE SITE. FIRE HYDRANT 3i,• 0 INTO THE PROJECT MUST BE SUBMITTED TO THE ENGINEER BY THE PROJECT ENGINEER. THE GAS VENT N.A. t0 CERTIFICATE MUST BE ATTESTED TO AND SIGNED BY A DULY COMMISSIONED NOTARY PUBLIC. 12. THE CONTRACTOR SHOULD PROVIDE DEWATERING IN ALL INSTANCES OF HIGH GROUND O WATER. THE CONTRACTOR WILL PROVIDE DEWATERING SUFFICIENT TO LOWER THE TABLE UTILITY POLE/LIGHT N.A. 11. ALL MATERIALS AND METHODS OF CONSTRUCTION MUST COMPLY WITH THE TECHNICAL BELOW THE TRENCHES IN ORDER TO INSTALL STRUCTURES AND PIPING. THE CONTRACTOR issued date description / SPECIFICATIONS FOR THE CONSTRUCTION OF BUILDING SEWER CONNECTIONS. SHALL INCLUDE THE COST OF DEWATERING IN THEIR PRICE BID. SIGNAL POLE W/ fn CONTROLLER N.A. M 13. FOR GRAVITY SEWER LINES PLACED IN GROUND WATER, THE SEWER PIPING SHALL BE TRAFFIC CONTROL BOX N.A. 12. TESTING OF FORCE MAIN - METHOD I OR METHOD II MAY BE IMPLEMENTED. CONSTRUCTED OF PRESSURE RATED PIPING (SDR 18) AND TESTED TO ENSURE TIGHTNESS 31.1 PRIOR TO OPERATION. THE MAXIMUM LEAK RATE IS 1/4" IN 8 HOURS. UTILITY POLE/GUY WIRE N.A. p METHOD I 14. ALL PUMP STATION CONTROLS SHALL BE LOCATED WITHIN NEMA 4X ENCLOSURE THAT IS WATER VALVE N.A. WV v (A) FORCE MAINS SHALL BE SUBJECTED TO A PRESSURE TEST OF TWO HUNDRED (200) PSI FORA PLACED WITHIN ANOTHER NEMA 313 BOX. wMANHOLE N.A. c PERIOD OF THIRTY (30) MINUTES, MEASURED AT THE LOWER END OF THE SECTION. PUMPS, PIPE 0 CONNECTIONS, GAUGES AND ALL NECESSARY APPARATUS WILL BE FURNISHED BY THE CONTRACTOR. U UTILITY VALVE N.A. GV AND ALL DEFECTIVE PIPE, COUPLINGS AND FITTINGS WILL BE REPLACED BY THE CONTRACTOR AT U) HIS EXPENSE. SITE LIGHTING pia GM N.A. LZ (B) THEN THE FORCE MAIN SHALL BE TESTED FOR LEAKAGE AT SEVENTY-FIVE (75) PSI FOR A DIRECTION OF FLOW N.A. C PERIOD OF SIX (6) HOURS, MEASURED AT THE LOWER END OF THE SECTION. AT SUCH (SANITARY LATERALS •� PRESSURE THE LEAKAGE SHALL NOT EXCEED FORTY-SIX (46) GALLONS PER INCH 0 DIAMETER PER MILE PER TWENTY-FOUR (24) HOURS. ALL NECESSARY PUMPS, GAUGES AND j OTHER APPARATUS WILL BE FURNISHED BY THE CONTRACTOR. IN THE EVENT THAT THE title to FORCE MAIN FAILS TO MEET THE LEAKAGE TEST, THE CONTRACTOR, AT HIS OWN EXPENSE WILL LOCATE AND REPAIR THE DEFECTIVE PIPE OR JOINTS UNTIL THE LEAKAGE IS WITHIN THE `"- ALLOWABLE LIMIT. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SANITARY 0 METHOD n REFERENCE NUMBER: e APPROVED g'0col- FORCE MAINS SHALL BE SUBJECTED TO A PRESSURE TEST OF TWO HUNDRED (200) PSI FOR A NOTES PERIOD OF TWO (2) HOURS MEASURED AT THE LOWER END OF THE SECTION. AT SUCH PRESSURE SEE DRAWING 0 I OF FOR SPECT^.LC3"+lDITI©N1 c THERE SHALL BE NO LEAKAGE LOSS. ALL NECESSARY PUMPS, GAUGES AND OTHER APPARATUS WILL a BE FURNISHED BY THE CONTRACTOR. IN THE EVENT THAT THE FORCE MAIN FAILS TO u MEET THE LEAKAGE TEST, THE CONTRACTOR AT HIS OWN EXPENSE WILL LOCATE AND REPAIR THE REVIEWER'S INITIALS: DEFECTIVE PIPE ON JOINTS UNTIL THERE IS NO LEAKAGE LOSS. '" N a -v °T F ^ drawn by: RECEJ � C_L; checked by: CFD CL MAR 12 1 E a scale: AS NOTED Southold Town a N -V Pl,: ming Board project number: 17106.000 f CL O c 0 I rn sheet number O r- THE EDUCATION LAW OF THE STATE: OF NEW YORK 00 PROHIBITS ANY PERSON FROM ALTERING ANYTHING CV O IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION SAI O OF A LICENSEENSE D PROFESSIONAL ENGINEER, WHERE OSUCH ENG NE R�MUTIONS ARE MADE,ST SIGN, SEAL, DATEEPROFESSIONAL AND C THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) LV _ SITE DATA: RECEI��► ® PROPOSED 2 0 DR-11 HDPE inlet • • . • • qq ,a_ 25 TOWNSHIP: SOUTHOLD , CONNECT TO „ •. � •• �ti -�. ; .. •. ... . ;' _: . ��``:� � �: EXISTING SANITARY �� ,W. r (l�pR `� 2019 Al SYSTEM SANITARY FORCE MAIN PO HAMLET: GREENPORT WEST _ �� i r • la al Southold Tovvn r %INLET \ L M 1 - + FIRE DISTRICT: GREENPORT Planning Board >> 427„y / POND i . 4 •i'�`� Gr ill t'� <. '�> ,-.s PROPOSED SERVICE 'COUNTI aPp•` • ,`�� ' `� �,.� hok , .. J ; PARK ,Q-• , b u ' ,:silver S.C.T.M. NO.: 1000-040.00-03.00-001.000 CONNECTIONS (TYP.) Parker Rock « \( Lake :. AREA OF SITE: 748 703 S.F. 17.19 AC ' sT ( ) .. \ I �.�-'; ; _ ► res (2 ` SITE ZONING: HD I a I _ z ;• ti x (HAMLET DENSITY) aste �W t --J II I a e INTENDED USE OF PROPERTY: RESIDENTIAL RENTAL UNITS JX _a 22 Tr tment ,> I `h � �, ...t..........�........ �� \ / _ �. � p acility �CTr�n Sc� ro r---� k �' ,� �i ,N �¢ Po DATUM: NAVD88 & NAD83 --- Q-� « ._�._,, � , - •r 1300 Walt Whitman i. ��=_� ---- -- -- .. � y�c I � ¢ 28 ` •�' High � n Road, Melville, New York _ ' ) Ifi i� �° • • ��4 1 _ , ! \1\� 11747 *-�- ( \ ` 114 GROUNDWATER MANAGEMENT ZONE: IV Phone 631 300 1010 _ �, 'N a G1'8811 t - ' (( .i i r.'" - 6" , G7llle• i t ( `'' Fw [key " �� , �I - - 'l a� t- �� DEPTH TO GROUNDWATER: 8'f _ s�_•_.. l.:`: L��. . IALI "' �' •� r ( owner/developer: 2 C ,,� p� �':•y, igM 1. 25 V` ' p CONIFER REALY LLC 24 A 4E I • ❑ I<�' 83 E. Main Street,Suite 600, \� �� _ - j - " \ •.• ^� ;• '' Rochester, New York 14604 _ r - �� ` • -�- ��\. ___: __ k Y ` Site/Civil Consultant ' SANITARY CALCULATIONS: i �- ^�..•,.�......,• � )) DESIGN FLOW. ' 90 "00 �� ' Sino (J S. � - vim• .. � / . -gal _ - ) ` -� �tIy, ` " , , ••0..--.m.. �o. � � � a v � - e�,• 36 TWO-BEDROOM UNITS AT 225 GPD/UNIT = 8,100 GPD cru j AL41C7Sd. , P ��' _ -' •. _ / ` e ' �- T /'t / • �' - „;I "'"`) ' -' ,'`' ` ; ' ' ! EkLtx9.m IINv�- _ m - "'- mow- '•. _y ,�;� f`^`�� - ^'!�-'• , : n '111 �/ 14 THREE-BEDROOM UNITS AT 300 GPD/UNIT - 4,200 GPD U • �I '" I 2,466 NON-MEDICAL OFFICE SPACE AT 0,06 GPD/SF = 148 GPD -, 'a PROJECT ! I \ x " r `t- ,�, KEY " MAP LOCATION I+ �\V '�-4 _ O �a ry �\ `� SCALE: 1 =1500 f TOTAL SANITARY FLOW = 12,448 GPD L ASSOCIATES, P.C. --------------------- � " �� / \ ;� LONG ISLAND,d -- -° DESIGN SANITARY FLOW ROUNDED = 12,500 GPD 437 SOUTH COUNTRY RD., (ROUNDED) NEW YORK 11719 Tel: 631.286.66 8 C}_ „ •� `- - �� \" 1 �' 8.68 GPM I II O POPULATION: i �` 12,500 GPD 75 GPD CAPITA = 167 CAPITA b _ P = 167 CAPITA - 1 000 = II ,` J',�`. ` ® 0.17 VINEYARD VIEW •!, PEAK FLOW RATE. • r` ,' SANITARY NORTH ROAD MANHOLE NO. 1 - - TWO (2) FIXTURE LIGHT POLE WITH 8"0 PVC DR-18 SMH 1 TOWN OF SOUTHOLD, N.Y. 11939 �! �» GRAVITY LATERAL A ( ) PEAK FLOW RATE FACTOR PF = 1+ 14_ 4+P 0.5 = 4.18 I�, �, ` o TWO (2) 150 WATT LAMPS BY SITE p 5% SLOPE TOP EL. 22.80 ( } ( }� CONTRACTOR (TYP.) 4.18 X 12,500 GPD = 52,250 GPD 11.8 = 37 GPM � ' D, /�, Upi� / a INV EL. %®r, r / / j/ i� j' (*D,� NOTES: tio• 1. ALL HOUSING UNITS TO BE RENTAL APARTMENTS. a INV. ELi�i//iii/ %v s�o.� y. m ?-- •� � 8"0 PVC DR-18 ' 4- GRAM IY LATERAL A 11.72 /�� ® 0.5% SLOPE N NATURAL GAS o SERVICE TO - ----- �: GENERATOR dJf e cowl y PROPOSED SANITARY I NEAt ESTATE DEVELOPMENT,CONSTR•CtioN L MANACELA'EN'7 PROPOSED 8"0 DR-18 PUMP STATION SEE DETAIL x x x x x x x x x x x x x x x z-X-X x x x PVC SANITARY SEWER ON THIS SHEET LATERALS (TVP.) -� i LEGEND: x seal OVERALL SITE PLAN WITH METES AND BOUNDS _ _ -- ------------------------------ ("o, - ;"�6�L. w �- <<; G, -- --- -----x-x---�-x--- "- PROPERTY LINE ! PUMP CONTROLS EXPLOSION PROOF INTAKE '\ SCALE: 1"=100' / AREA VENTILATION FAN 1.0SP FN IV PROPOSED SANITARY FORCE MAIN LINE / " x f• c':x t �- 1o�c�o J MIN. 0 540 CFM MIN., HP, -3-8-3- PROPOSED SANITARY GRAVITY LINE j - �-�- o o ;moo_opo . WITH WEATHER ENCLOSURE oo� uo �o0,C) \ 10 208V 0 1 725 RPM - ni � a Ili � ku ou wt I" ou w - f ! Ilsl Ill r x o' cru• v o,;c, MANUFACTURED '• i? _ 's rn I EXISTING BUILDING o� o o� x; A5 MANUFACT BY 11� PLASTEC 20 C3 / j INV. EL. 17A0 --- 4" SCH 80 ' 2"0 HDPE DR-11 PVC VENT FORCE MAIN 0 > - -0.06% SLOPE issued date description \ \ x' PROPOSED 12/19/2018 GENERAL REVISIONS TABLE OF PROPOSED SANITARY STRUCTURES • GENERATOR c PROPOSED SANITARY PUMP yT� V) STRUCTURE 14' WIDE STATION WITH INTEGRAL ELECTRIC AREA 01/18/2019 REVISED PER 1/10/19 SCDHS L1I NUMBER DESCRIPTION STATION TOP INVERT DOUBLE VALVE VAULT BOLLARD \ DISTRIBUTION AREA xl COMMENTS GATES TOP EL. 22.76 MID.) 1" YARD • • 0 - WET WELL 0+00 LAT A; FM 0+00 23.76 NE 11.67; NW 17.00 HYDRANT } (SEE SHEET SAS FOR DETAILS) STAINLESS U- SMH 1 MANHOLE 0+16 LAT A 22.80 SW 11.72; NW 11.82 ti STEEL PORTABLE xI o SMH 2 MANHOLE 0+71 LAT A 22.63 SE 12.07; NE 12.17 PUMP HOIST �`�•.,� o SMH 3 MANHOLE 1+25 LAT A• 0+00 LAT 3 22.75 NW 14.42; SW 12.42; NE 12.52 © ' -a--•----c--c-c -�--c ----�-i-c--c---c -t-t--c-c--c-c-c--t-c--s-c-c-�' j SMH 4 MANHOLE 2+26 LAT A 22.76 NE 15.00; SW 13.00; NW 13.10 x x l 0 SMH 5 MANHOLE 4+10 LAT A 22.36 SE 14.09; SW 14.09 ENTIRE PUMP STATION SITE TO BE PAVED I 6 HIGH CHAIN SMH 6 MANHOLE 4+64 LAT A 23.14 NW 14.45; NE 14.35 xl LINK FENCE issued date description /� SMH 7 MANHOLE 6+62 LAT A 27.40 N 15.52; SE 15.42 { SMH 8 MANHOLE 7+16 LAT A 27,55 S 15.77; NE 15.87 \ �: �,`` � ^- 1" RPZ DEVICE SMH 9 MANHOLE 9+25 LAT A 23.14 SW 16.90; SE 17.00 ' ` il' �� '' �'v> i PRIMARY ELECTRIC FEED x'• L v- ,,� TO TRANSFORMER a SMH 10 MANHOLE 9+64 LAT A; 0+00 LAT 10 22.42 NW 17.14; NE 17.24 ;;---� �-�_,,�� r ;' � x x x x x x x x x x x x x x x x x x x x x SMH 3-1 MANHOLE 0+71 LAT 3 24.99 SE 19.99 ....- ... - -------------------- ---- - - ..-..-...-- - - -- - - o BUILDING DATA TABLE SMH 10-1 MANHOLE 0+59 LAT 10 22.51 SW 17.51 ------------------------------------------------------------------------------------------- -------------------------- ---------------------- o BUILDING FINISH FLOOR # OF GROSS # OF SMH 3B MANHOLE 1+83 LAT 3; 0+00 LAT 3B 23.15 NE 12.84; SE 12.74; SW 14.75 0 ELEVATION STORIES FLOOR AREA UNITS SMH 3B-1 MANHOLE 0+40 LAT 3B 23.22 NW 18.22 "�,,, � PROPOSED 11"0 WATER SERVICE ami 1 23.25 2 6,022 SF 6 / �`�� SANITARY PUMPING STATION LZ 2 23.25 2 6,161 SF 6 TABLE OF PROPOSED FORCE MAIN STRUCTURES a PROPOSED SITE PLAN 3 23.25 2 6,161 SF 6 STRUCTURE U) 4 23.25 2 3,123 SF 3 NUMBER DESCRIPTION STATION TOP INVERT SCALE: 1"=5' j 5 25.15 2 3,123 SF 3 - WET WELL FM 0+00; 0+00 LATA 22.76 NE 11.67; NW 17.00 title �, 6 23.25 2 3,657 SF 4 CO 1 FM CLEAN OUT FM 0+54 22.61 SE 16.97; N 16.97 4- 7 23.25 2 3,657 SF 4 � OVERALL CO 2 FM CLEAN OUT FM 0+61 22.77 S 16.97; NE 16.97 C.C. 29.00 1 2,649 SF - CO 3 FM CLEAN OUT FM 2+23 22.71 SW 16.86; NW 16.86 SUFFOLK COUNTY DEPARTMENT OF MEALTH MWIMS a CO 4 FM CLEAN OUT FM 3+99 22.31 SE 16.75; SW 16.75 TABLE OF PROPOSED GRAVITY SEWER/STORM DRAIN PIPE CROSSINGS APPROVEDSITE PLAN '1 CO 5 FM CLEAN OUT FM 4+45 23.10 NE 16.72; NW 16.72 CROSSING CROSSING LOCATION SANITARY PIPE STORM DRAIN PIPE CLEARANCE BETWEEN C-10-111V-000 c TABLE OF SANITARY HOUSE CONNECTIONS CO 6 - (REMOVED) - - NUMBER STATION OFFSET/SIDE INVERT DESC. INVERT DESC. OUTSIDE OF PIPE REFERENCE NUMBER: .•IIP �..N..N.,� v CONNECTION STATION INVERT INVERT AT BUILDING UNITS DMH-1 FM CLEAN OUT FM 4+74 22.82 SE 16.70; NW 16,70 2 0+93 LAT A 0' 12.26 8" DR-18 19.23 18" HDPE 6.13' SEE DRAWING#�OF FOR 41-, No. AT BLDG. SANITARY LATERAL SERVED SERVED C"- 3 1 3+47.62, LATA 18.75 13.69 4 CO 7 FM CLEAN OUT FM 6+46 27.39 SE 21.91; N 21.99 5 8+74 LAT A 0' 16.62 8" DR-18 19.39 18" HDPE 1.93' REVIEWERS INITIALS: °� 2 3+48.10, LATA 18.75 13.69 4 - AIR RELEASE MH FM 6+78 28.26 S 22.89; N 22.89 o CO 8 FM CLEAN OUT FM 6+96 27.54 S 22.35; NE 22.24 a 3 5+01.26, LAT A 18.75 14.61 3 TABLE OF PROPOSED SANITARY FORCE MAIN/STORM DRAIN PIPE CROSSINGS CO 9 FM CLEAN OUT FM 7+99 23.75 SW 18.30; NE 18.19 drawn b � 4 5+02.26, LATA 18.75 14.62 3 CROSSING CROSSING LOCATION SANITARY PIPE STORM DRAIN PIPE CLEARANCE BETWEEN y CO 10 FM CLEAN OUT FM 8+14 23.32 SW 17.69; NE 17.58 5 7+05.18, LAT A 24.50 15.71 C.C. NUMBER STATION OFFSET/SIDE INVERT DESC. INVERT DESC. OUTSIDE OF PIPE checked by: CFD o - DRAIN MH FM 8+39 23.15 SW 16.74; NE 16.74 CL 6 7+06.95, LAT A 24.50 15.72 C.C. 6 0+96 FM 0' 16.94 2" HDPE 19.20 18" HDPE 1.92' o CO 11 FM CLEAN OUT FM 8+92 23.22 SW 18.15; N 18.22 „ scale: AS NOTED a 7 8+92.70, LAT A 18.75 16.72 2 7 8+56 FM 0 17.17 2 HDPE 19.37 18 HDPE 1.86 8 8+93.70, LATA 18.75 16.72 2 CO 12 FM CLEAN OUT FM 9+21 24.75 S 19.72; NW 19.88 N CO 13 FM CLEAN OUT FM 10+01 29.75 SE 24.35; NW 24.52 project number: 17106.000 Q 9 0+62.24, LAT 3 20.65 19.43 5 TABLE OF PROPOSED WATER/DRAINAGE CROSSINGS o C 10 0+62.68, LAT 3 20.65 19.46 5 (D TABLE OF PROPOSED SANITARY/WATER CROSSINGS CROSSING WATER PIPE DRAINAGE PIPE CLEARANCE BETWEEN I rn 11 0+34.53, LAT 38 18.75 17.92 7 CROSSING LOCATION sheet number rn v 12 0+34.71, LAT 38 18.75 17.94 6 CROSSING CROSSING LOCATION SANITARY PIPE WATER PIPE CLEARANCE BETWEEN NUMBER INVERT DESC. INVERT DESC. OUTSIDE OF PIPE 0 9 BETWEEN BLDG'S 4 & 5 (SEE SHEET SA3) 16.78 4" SERV. 18.71 12" HDPE 1.50' 00 13 0+35.86, LAT 3B 18.75 18.05 7 NUMBER STATION OFFSET/SIDE INVERT DESC. INVERT DESC. OUTSIDE OF PIPE N 0 14 0+36.12, LAT 3B 18.75 18.08 6 1 7+04.70 LAT A 20.89' L 21.21 6" SPUR 22.07 12" MAIN 5,52' 10 W. SIDE OF SAN. PUMP STATION (SEE SHEET SA3) 16.40 4" SERV. 19.60 12" HDPE 2.77'000 15 0+43.36, LAT 10 18.75 17.45 1 1 B 7+06.47 LAT A 20.91' L 21.22 6" SPUR 22.04 12" MAIN 5,48' 11 S. OF BLDG. 5 (SEE SHEET SA3) 19.26 4" SERV. 21.26 18" HDPE 1.50' SA2 16 0+46.21, LAT 10 18.75 17.46 1 1 C FM 9+38.83 0.00' 18.76 2" HDPE 20.43 12" MAIN 1.50' 11B NE. OF BLDG 3 (SEE SHEET SA3) 17.39 4" SERV. 19.53 12" HDPE 1.71' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SMH 10-1 CO 11 LATERAL A STA 0+59 LAT 10 K STA. FM 8+92 34'_5" 8„0 RIM 22.51 SMH 5 SW INV 17.51 LATERAL 10 STA 0+00 LAT 5 RIM 23.22 DR18 ® 0.5% 1 „ STA. 4+10 LATA SW INV 18.15 55 -4 8 N INV 18.22 DR18 ® 0.5% RIM 22.36 . „ SMH 9 SE INV 14.09 CO 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FORCE MAIN STA. 9+25 LAT A SW INV 14.09 RIM 23.14 SMH 10 NE INV 13.99 STA, FM 3+99 APPROVED 28'-10" 2"0 RIM 22.31 REFERENCE NUMBER: / f0 _ /`y(� �' SW INV 16.90 STA. 0+00 LAT 10 _ .�. .��....N .'.. :.,.:: .. HDPE SE INV 16.75 `, + . SE INV 17.00 STA. 9+64 LAT A { CO 12 RIM 22.42 SW INV 16.75 SEE DRAWING#,__OFFOR SPECIAL CONDITIONS STA. F v, I �`1- /, NW INV 17.14 --...7�.3'Q" ` ., REVIEWERS INITIALS: .. RIM 24.75 't,, - -' _, : - sINV' -- \�y -x�i •Q - - � _ N E 1�1V 17,24 LATERAL A S INV 18.44 > i `- I / B - ALE-c1%`- ? - SE 1 7.24 1300 Walt Whitman Road, Melville, New York _ NW INV 18.46 ° �, \I: ' rgRMWATERREr R ;,;��``_ -_ \ ' -2 8"0 180 ENT - _ - =-- t 1747 a ! AREA SW 4 /,-;- `- �� \ 3r -f _- _ DR 18 C� 0.5% Phone 631 300 1010 FORCE MAIN I 35 2 i I € �' _ , � ! / �� \ �'} owner/developer: 22 \ I I - CONIFER REALM LLC HDPE 83 E.Main Street, Suite 600, FORCE MAIN o •_ 176E 2» 2» CO 13 `I E Rochester, New York 14604 _ - I ;y STA. FM 9+5fi 2 HDPE _ I RIM 27.0$ ` 1:' = �` ° µ RAN Site/Civil Consultant SE INV 18.71 j `J' 2.I ,a i g k ,GARDEN/ nr i' h OR BLDG.1 EC NW INV 18.71 REraMWA1 ER _ ► ' o,,,01'. t cP \ 0 i NTION 1� j FIN.FLR.EL.-23. GROSS AREA=541 SF �-�' o. \ % - - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FORCE MAIN E359-2$9 21$0 HDPE A .. TIE INTO EXISTING �"'!, \. \ - _. / �, �� ' I THRUST BLOCK L K MIa.EAN AS3CC ►TE3 P.C. ® - SANITARY MANHOLE ?I �; _ -- --- -.2 - -- - ,,,,,,,,,,,,; ► : �. ;; ! \. - (SEE DETAILS) A M 10+41 ' �, %j �, \ \` LONG ISLAND, NY • i I ,- \\r%°�! P p``I 1 1 r '"I i %` `� SMH 4 B 437 SOUTH COUNTRY RD., RIM 34.07 FLAGGED WETLANDS BROOKHAVEN, NEW YORK 11719 (EXISTING) I DB D% �, i ®► W► N i DROP M.H. \ -_��✓�- Tel: 631 2869 T (PROP) SE INV 31 ,00 =•U ._ I ,A IN ( , II , � � ( ) Q (OF OCTOBER 17, 2017) e: ss6 - - �' STA. 2+26 LAT A ,,, �� 1� I -->F � , „ -.: .^., RIM 22.76 FORCE MAIN I N ti ► ' 1 SW INV 13.00 PROPERTY LINE HDPE _J LL M ' ; 1 T A ?� \I NW INV 13.10 _ 0' PROPOSED WATER MAIN EASEMENTVINEYARD VIEW , ( • s DRAIN MH (DMH-2} - - -------------------------- ===:1 = \ �,, I - ----- ----- ... ........... t , STA. FM 8+39 ' - ;; lJ CO 3 I,. " �r__ __ NORTH ROAD .... -- 7, jo STA. FM 2+23 RIM 23.15 0 ° ;�, ! - -s.91� t \, - 1 \\ �\ RIM 22.71 �- PROPOSED CONTOUR TOWN OF SOUTHOLD, N.Y. 11939 j T 10 SW INV 16.74 y i % \ - `- \. \ ' SW INV 16.86 - -----1 1 . EXISTING CONTOUR FORCE MANN I I I ``' � � � L,, � - � \\ �� `� � � i -- r,� - - N E INV 16.74 f ,' (+;"' "' I} BLDG.2 fTYPE B) 16.86 24 -7 2 I3 � r HDPE ; '�� FW. .25' NE ------ - PROPOSED CONCRETE CURQj� /% %j��/% 8" 81PO \ LATERAL A CO 10 , _ „ y - _ - - I GROSS AREA-5,537 SF f2 A. FM 8+14 ST DR 18 CSD RIM 23.32 PROPOSED CHAIN LINK FENCE SW INV 17.69 FORCE MAIN ,, � ,- �i °�' / °,, - �, , �° ` ,_. ., ��-'-',.• -®� � ��i/. r `, ` SMH 36 --- - %.' 3%�'�� T _ _ :-sr a PROPOSED CONCRETE SLAB ,'�'i �' � ` NE INV 17.58 15'-5" 2"0 (D .H. � iii///a��i//iii/ii%i ///iiid�i//ii HDPE ;� 1 4 .�,,,,,�„�y�. ' '�' „ - - --.- ---- ! �r T��' \ \ 3 LAT A R \ ROP M } STA. 1+8 4 _ - ' - ---- PROPOSED TREE LINE � ,� , �'---. �• - � _� _ - \ , �;. _..>_• z � � _fir I " \ - -- -tet�L- �\'' --�c-• \�\ - - `_� � - -.__ --- .\ � J 7 �\ 4 l „ CO 9 24 c \ 9 I 12.75 RIM 23 C ... ,.� .�' a 22 i ..{ � \ N E INV 12.85 STA. FM 7+99 - - - - I N /TEST PIT0 : .:. = _..�~-' , ,.., ;, c�' _ - _ - - �; ----- -------- `.. --------- , d � SOIL BOR G r RIM 23.75 ._t I _� ; / \\ �,�, I 'rP-6 ° SE INV 14.75 , , . TP_# LOCATION L, ! I f `\\Q - `` `1-/� I ��' `-",7/ 1 `` 22'' , QwEt !' TT \ ' ` ► ��`` r \ REAL ESTATE DEVELOEMENE,CONSTRUCTION!MANAGEMENT SW INV 18.30 , ; , . „ , •' / \ , NE INV 18.19 ' I �n : �',_/ �_ / • � _. r I .� ``� 1 .� LATERAL A :, LATERAL A / s, ! ► f �i \ '� ��,.,, I I . .. ! ► 8110PROPOSED SANITARY MANHOLE 2051-1 8110 9 a Imo. 6 t _ / ��' BLDG. FPA N ' ;/ DR18 ® 0.4% STRUCTURE (SEE PLAN) �tP rj, ) � ` ! � BLDG.3 tTYPE B � �� i , c seal "El DR18@0.5% l ! ' h 4 �\.. ` vC`' p ilio, ` FIIN FLR."� I� 1 _ LV .. EL. B G.6 1 i , � i � , LATERAL 3B i' h' I' B,, `� 2e -�s -, `�•� 23.25' -.� FIN.F ! \ PROPOSED SANITARY FORCE G�t}SS ARE =2 87 5F 1 ' _ �IN 40 -0 $ � o PROPOSED FIRE - ` GF 6 AREA= ;, ` 8.7% MAIN CLEAN OUT HYDRANT LOCATION r,� r �. -"'i ,_ ARE -TE \ ^ --_> - I _ DR 18 CSD I ► 25' I OSS ON r - - °" ® R �. <-- /` a \ �! \ as w - T - --I t __ - N O SW1Q FORCE MAIN 'S + K3I /i' �� ,",� ___�_ 31ssF / \ I PROPOSED SANITARY LINE / x. r� \ � F11 Fla SMH-38-1 102'-9" 2"0 I \ �, .,\ ! �� STA. 0+40 LAT 3B (GRAVITY) r - �.. � RAVI LI� e SMH 38 1 v HDPE i I I :: ® •r ` „ ` '...�� / 2 _ NW INV 23.22 \_ i_: 5' 1 r„, '' ; \\ w n- I a!cc PROPOSED FORCE MAIN LINE / (� j , I (Yl \ -� /////%1 �aimtaioiaii ®! ! \ C.._,- .-' y I Q1 CID $ £ \ �///� K \ F?ia Hdii�B&i�/ -' - - - --- y P'5 n et - ... i - ,,,,, - �. " Oil Y issued date v, STA. FM 6+96 1 ' N ,� �2 _ - I FORCE MAIN ;; � '`$ I ti� ry= �� _ � a /,-�. e description RIM 27.54 is 162 LATERAL /i / ?�- » I PROPOSED SANITARY LAT 12/19/2018 GENERAL REVISIONS ° a `\ v - W I rN PM r Flt \ t't1 __ FM\ r j w -4 2 0 A I - s ,�� TO PROPOSED BUILDING v� S INV 22.35 i I - Y- --$ �� SANITARY SERVICE CONNECTION oln8/2o19 REVISED PER 1/10/19 SCDHS L� NE INV 22.24 =- --- -= = -- - --- --- - y 1COMMENTS : s s s ? { fi (� FIN. EL.= 9.0 y A oss AREA - � - w � LATERAL ` U- FIRE PUMP STATION _ z4 -- - 7fTYP Dt /' / - ® C�,r - LL BLDG. E 50 6 8 � PROPOSED DRAINAGE (SEE UTILITY PLAN) -- 1-s j - l ate; 2�` -- 221 P3 FIN.FLR. DR18 ® 0.5% -' STRUCTURES /;_ ` {T . -- _-/ �a EL.= I7 O \ ! ! - - SW / \ 23.25, . Qi / o I I , `��' ARo EN/ s I LATERAL A \ BEOSVl7AtE IST Iy1WALEFMETENTIWT IN GA i , I' N l -- RD I ` --- k GROSS AREA= PROPOSED 1 S"� SMH $ 1 1 /. / O ENI / - 26 ORMWATE - -- - - - 3 316 SF 2-STY tV / 50'- » » ca MWATER rE R DR -1 C� 0.5% DRAINAGE PIPE a rro =' AREA 18 STA. 7+16 LATA I I .` \ rc, RE N A ✓- _ � - Nr►O �� 4 - RIM 27.55a< . """"""'""""" PROPOSED 12 DRAINAGE PIPE Issued date description ? ;= \ S - `• � » ri S INV 15.77 I c, `.�' r�„y, - \ SMH 1 NE INV 15.871 £ t� )�'�� 6' ` J r - ,��8. i BLDIG.S E y ,,, ;- Q STA. 0+16 LAT A IRA- RIM 22.80 FIN.FLR.EL. PROPOSED BUILDING - - /i \ \ FIN.F(LR. 15 I �.,,.,.., '.i �.... / \, - �� SW INV 11 .72 FINISHED FLOOR ELEVATION I � l i ► STY f o FORCE MAIN y��u �,NQ `,_, : t ► : �, I 3� _ 7 ,- - NW INV 11 .82 U 18P-11' 2"O I ' -- -r PROPOSED ELECTRIC LINE ° HDPE >- ,� I - --- ' / �`y1, , 24 LT- ' `\ \ LATERAL A �, �.r - AIR RELEASE MH f �- it i ?� ; -`- \ r, \ \ ,� PROPOSED WATER LINE fA £ � ; - --_- " p. I / ` E3? 1, � w i► 'RAIN GARDI . \(� ! o„ `` \ C`� �,z T _1 � \ _._. _ a� STA. FM 6+78 / � i ' IR rORMWA r `` , ' \ DR 18 C� 0.5% _._\`\ r Nr R "i -I ...- PROPOSED HYDRANT �- RIM 28.26 I I f, i UF 2.6 -!\ E rONAR -.... � S INV 22.89 - , • N INV 22.89 i �i I - _ - ` - ~---- - _ _ - - PROPOSED GAS LINE �.� I` `^r ----- - ---- --- - -- - _ ' Y �",, \ �,,,�,, �B \ title rn LATERAL A I I / _ _.�_ - ' 49'-9" 8"� /� !- j rd 1�\ �,'� ` ®,, PROPOSED TELEPHONE LINE SAN -� \� DR18 CSD 0.5% s £ ( r� \ % i / .,/ r _ RAtNGAFib \ `\ F PROPOSED FIRE SERVICE LINE �/ �N/ I SITE FORCE MAIN LATERAL A FORCE MAIN �................. PLAN '-. „ SMH 7 „ PROPOSED SIMH 3 FORCE MAIN PROPOSED SANITARY EXISTING WATER LINE N 32 -5 2 � CO 7 201 '-l " 8"0 171 '-9" 2"0 FIRE HYDRANT v STA. 6+62 LATA FORCE MAIN (DROP M.H.) 47'-0" 2"0 PUMP STATION WITH C HDPE STA. FM 6+46 RIM 27.40 DR18 @ 0.5% HDPE 29'-5" 29PO LOCATION STA. 0+00 LAT 3 HDPE INTEGRAL VALVE VAULT ........-........J.-_.-.-.-- EXISTING GAS LINE 4-1 RIM 27,39 N INV 15.52 HDPE STA 1 +25 LAT A STA. 0+00 LAT A SE INV 21 .91 SE INV 15.42 RIM 22.75 STA. FM o+00 EXISTING SANITARY LINE as N INV 21 .99 s ° DRAIN M.H. DMH-1 LATERAL A NW INV Co'14.42 RIM 22.76 a ( ) SW INV '12.42 STA. FM 0+54 NE INV 11.67 STA. FM 4+74 499-61180'0 RIM 22.82 DR CSD 0.5% SMH 3-1 NE INV '12.52 RIM 22.61 PROPOSED SITE LIGHTING drawn by: � SE INV 16.70 STA. i +24 LAT 3 SE INV 16.97 NW INV 17.00 Q) SMH 2 FORCE MAIN N INV 16.97 PROPOSED TRANSFORMER checked by: CFD o NW INV 16.70 FORCE MAIN RIM 24.99 E L_ 45'-6" 2"S� SE INV 19.99 STA. 0+71 LAT A 6'-8" 2"0 scale: AS NOTED N o HDPE RIM 22.07 HDPE project number: 17106.000 SE INV 12.07 SANITARY/WATER CROSSING NE INV 12.117 n SANITARY/STORM DRAIN CROSSING O Q) SMH 6 LATERAL 3 WATER/DRAINAGE CROSSING I o, STA. 4+64 LAT A CO 5 67'-3" 8"0 CO 2 sheet number rn v RIM 23.14 STA. FM 4+45 DR18 C 8.3% STA. FM 0+61 RECEIVED . �- - - - --- THE EDUCATION LAW OF THE STATE OF NEW YORK 00 NE INV 14.35 RIM 23.10 RIM 22.77 PROHIBITS ANY PERSON FROM ALTERING ANYTHING N C) MAR 1 2 2119 IN THE DRAWINGS AND/OR THE ACCOMPANYING 0 O NW INV 14.45 NW INV 16.72 40 O 40 $O L� SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL INV 16.72S INV 1 6.97 1 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N E INV 1 6.97 OF A LICENSED PROFESSIONAL ENGINEER, WHERE SA3 Southold Town ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE c r SCALE IN FEET Planning Board THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION d NYS ED. LAW SECTION 7209-2 TB—F7 TB—F8 TB—F9 SMH 10-1 TB—F12 TB—W6 TB—W7 TB—W8 CO 11 '71 ' TB—F10 TB W11 '1 TB—F6 TB W9 TB—W12 TB—W5 SUFFOLK COUNTY DEPARTMENT OF HEALTH SEIRVICESTB—F1 1 ` ®!�'ED TB-F13 REFERENCE NUMBER: C-(0-t$-a;c SMH 9 TB—F5 .., .. ' TB-W1 0 SEE DRAWING#��yoFOR SPECIAL CONDITIONS TB-W4 "R---____-_ Q ��' REVIEWER'S INITIALS: 1300 Walt Whitman Road, Melville, New York 11747 \ - --- Phone 631 300 1010 CO 12 WV1 ® owner/developer. n - -- J — r2 `�\ CONIFER REALY LLC 83 E.Main Street,Suite 600, TB—F4 ;� / a Rochester, New York 14604 i I' Site/Civil Consultant BLDG.1(TYPE C) FIN.FLR.EL.=23.25' SUFFOLK N CO 13 — 1 V . \\\ 1 SMH 10 ;` TB-W13 COUNTY DEPARTMENT OF HEALTH SERVICES WV5 w4 ' WV,3 �, ------------------------------- - ------------- ` ( TB-F1 4 TB-FM3 LEGEND ------------ ..... LIC. ASSOCIATES, P.C. LONG ISLAND, NY TB—W2 WV4 ; SMH 4 437 SOUTH COUNTRY RD., TB—W15 BROOKHAVEN, NEW YORK 11719 I �> ( - TB—W14 :� � � Tel: 631.286.6668 o N —.- TB—F3 r� ! — CO 3 DOMESTIC WATER THRUST TB-F16 TB W22 TB-W 2 i -----_ -r TB-F15 ` TB-W24 BLOCK/# ra rN rN I x _ TB-W16 VINEYARD VIEW DRAIN MH (DMH-2) i k I _ —___-____-----_--, --- - -__ -_ J TB—F23 TB—F25 NORTH ROAD / — TB F24 F 4 TOWN OF SOUTHOLD, N.Y. 11939 TB—F17 FIRE SERVICE THRUST j \\ TB—W23 TB—W25 TB—F 2 I: BLOCK/# } BLDG.2 B !� ` TB—W 19 € I FIN.FLR.EL. 3.25, t TB—F26 CO 10 ;wa=a C 1 _ INFIR"al/ii;I TB-F20 TB-F21WV/ \ j� i IIS —W20 ''� " `� � \, `` rN � a air � a a Maio ,, � IN THRUST ---- �� '�, �'"�� < \\\ TB FM 2 BLOCK j��E��/�/,:.�� FORCE MA r = — /# a /i/i CO 9 - Ito PROPOSED � r1 '� - vw10 ------------ FIRE <-<-<- F - FIRE HYDRANT ,_,_ <.c.,.,., - ��` TB_ - lr - ;; it "%`�.. I �; .► PROPOSED WATER VALVE r -r- Wv1 e --' II I \ /I - 1 -n \ r r r� r \ \ TB—W26 YYV2 REAL ESTAtE DEVELOPUENE,COWPUCl10N NANACENENI C;% o f r h Wv11 TB W21 20 Q WV21 I I SMH 3B Q ,''` -' : .I SMH 5 BLDG.4(TYPE A) j I \ _. C ( � I - BLDG.3(TYPE B} - �\ y sea FIN.FLR. I f s• "' CO 8 ''�_ � � � TB-F22 \\ \ .. 4 Ij j. \ C / FIN.FLR. CO 4 EL.= DG.6 PED 1 I D \ EL.= ! 23.25' O i II I \" y �_\ TB—W17 \ 23.25' FIN, \ L'' '` ✓ \\ "'\\\ SMH 8 �`" v -..-_.... ..F --------- -_- f I TB-F1 8 _ WV22 I r \\ " TB—FM 1 ---' ---r - ------' -- -- \ \ _\ y ;,•". Ca:�, `:� r i, O .'� TB-W36 \ o J wV12 \. j SMH-3B-1 �__; - ..a.,. _ \moi \ � ' \ TB—W18 TB—F37 WV15 \:\ ' \ - i f WV13 .... --- J ------------------------------------- i ,� =-- --- - i: �JJ Issue date description F- I ; d d t v �y „ TB-119 --- I 01/18/2019 REVISED PER 1/10/19 SCDHS v TB—W35 V . " 1 rN F" rN ra ra rs� rM TB—FM2 / i �, / / COMMENTS : -------------------- -- -— - ------ a = ---� —�,—� �a —�, /77 - TB—F28 TB—F36 (> FIN.FLR.EL.=29 -� `"—j^ — / �, / — —#- t �..a WV24\0 i \ - / \ \\ 7 PE / - : o r i ,— --------- -: / TB—W27 £ \ --- -- - --- - J _ - WV2 _...`........ .-.. _....... ......_ F EL. I WV2 a — --- -- o TB—F2 �, — } , o / —... I — — -- WV 5 -i_ x x i! (6 -------------- / _ \ � F<< - •- •`"``•<-"`-' --•--\ -`_ � I issued date description j TB—W1 SMH 1 BLDG.5 PE {� 1 FIN.FLR.EL.-2415' SMH 7 CO 5 \ !,, r •\ , p / TB—F34 \ U ----- - , o f TB—W33 •i j —__.— -_ ; DRAIN MH (DMH-1) wv29 \, WV30 \ N" \\ \ \:- \ ` SMH 2 PROPOSED __ ---- 31 ------------ SMH � • — C I TB-F35 6 FIRE HYDRANT ``\ \, - -------------- /�\ WV32 \ \ ' TB-F33 1 -�- �.. c TB-W34 `�. � -- - ------- - — � ,. / \_ title TB—W32 = THRUST BLOCK v SMH 3-1 LOCATION PLAN U) TB—F32 TB—W29 TB—F29 Q TB—W31 TB—W30 TB—F30 3 v CO 1 TB—F31 drawn by: -C checked by: CFD SMH 3CL � "�� a I'�AQ 1 `� 20i19 scale: AS NOTED N � Southold-Tov�n project number: 17106.000 CL NOTES: CO 2 o N Planning oar 1 . FOR THRUST BLOCK DETAIL SEE SHEET 1 OF SANITARY DETAILS. sheet number .— 0 THE EDUCATION LAW OF THE STATE OF NEW YORK O 0 PROHIBITS ANY PERSON FROM ALTERING ANYTHING N 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING Ua 40 Q 40 $(� SFA LICENSED D, UNLESS ITS UNDER THE DIRECTION A _B OF A LICENSED PROFESSIONAL ENGnNEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE c SCALE IN FEET THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION a NYS ED. LAW SECTION 7209-2 WET WELL STA 0+0D A d' dic _V • p Cif n OLO .}• m �f p N� n ' 4J N N Ll7�' '3 O tT1 Of M Elf O O d h M d •�; - tD 1'�00 p.- d' M n P" O Of O M O sh �W N W - p M1 ^ rD O+- M9 CN CN_' LA LO C4 C4,* in C4 t0 toHH � I'; ..� p W-- n Cor N n N r-- MD e--- W EO LO.- In En r- N ,� C4 r,r-^ ,.�.. •�' , +W +t + y + + +OK7^ + p OM�� + MM� + I+:"M + ^�LL7 + ^mt0 LA NrihN ,., Nt yy �Ny y� �Ny??>> C� y N {. c� p N'�Z O^N 2 pNNZZ •-MN •-MN_Z NdN • LAN ` V•ED Ly for NC � i`.n�fV py 0)N - - --� x, E'-tom ## ww 'F� 7�w 'd w$W '°t 3y# "� w77��w Ld=53:W L'I--2 -W -w d Ld- {Wy�# .. , t/? �z fficcNz WG'V)z i/7NC'(llz In FEV) z In V)FE z In VIEW z In Ln lr Zz U7 lin z(n In V)�fnz In gnM �fn LY fRZW 3230 , 28AN .' .. 1 " WATER 26 IN PIPE 1300 Walt Whitman Road,Melville, New York �NU's) 11747 EXISTING GRAI PRO Ob Phone 631 300 1010 12" 4ATER 24 (CROSSING owner/developer: PROPOSED CONIFER REALY LLC PRD Ea Aq N Ic4 83 E. Main Street,Suite 600, 22 / TELEII HONE PROP SED N Rochester, New York 14604 "StCTRIC 4 20 4" I- IN P OPOSED - CS PROPOS a a a u; (CROS ING J5) 10 I rn Site/Civil Consultant ELEGTRIC � � '% 18 ROPOSED + ti � (CROSSING I d a4. W 16 204' s" a"� DR1 S r • DR18 SUDPE 0.5 '-11" *0 DR18 SJOPE 0.5% — 14179- - L K Md.EAN ASSOCIATES, P.C. 12 - LONG ISLAND, NY 49'-2 8.0 DR18 SLOPE 0.5 437 SOUTH COUNTRY RD., rMUPET.5% BROOKHAVEN, NEW YORK 11719 10 GN Tel: 631.286.8668 - GW 8 _ 6 VINEYARD VIEW NORTH ROAD 4 In r- $ V) CID N i N (0 0) N 00 O P N 00 N to (0 0) rn 00 00 r W O ti $ N O $ (0 00 N 0) V) 00 O 00 $ N TOWN OF SOUTHOLD, N.Y. 11939 O rn M 00 r to r- (0 ra Lo 0) P7 00 CO N $ 00N CO N (D O N $ C) c7) rn C7 O 0i .- N? N 00 W W W LLI h h Qi 6 O O O DO 00 a) vi M It CO c0 I� OD rn O O rn I~ c0 00 00 00 00 I- f- 0 Ln M W W N N N N N N N N T- N N N N N N N N N n to N N N N N N N N N N N N W W W W W W W W W W W W W W W W W W W W W W W W LOU W W W W W W W W W W W W W W W W W W j / % -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 SEWER LATERAL A - PROFILE '!'! "''��''%'! ! STA. 0+00 LAT A TO 10+52 LAT A iiai',d%�ii/i/i/i SCALE: HORIZONTAL 1"=45' VERTICAL 1"=4' e rz+CIO zis 4 REAL ESTATE DEVELOPMENT,CONSTRUCTION A,MANACEMEN7 M M Ery M M N? O Ln d'CV"i © to� C4O r-- -- n t7T.- ! C� Seal +mrLj `�' �+mri oz?z o"tN?L ,. _ - 2 -. _W /�, Q° W W C° ..}_ �(n� �ZW �MEnd'V) 7 �•' v `ri', f Cn Cr 0 z in Lr 2 26 26 PROPOSED GRADE PROPOSED GF 24 z z •'» - - �� 3 CA 24 EXISTINO 19RAEL PROPOSED- 71 ROPOSE �jiiir:'!'rc •.'"�`� '%✓ N 22 �.v c. :3 •„ i' a) 22 z 4= 'C -= 2 + ' 11:1 !1111117: + 20 issued date description C 20 �. EXISTING G ZADEJ 12/19/2018 GENERAL REVISIONS Q 01/18/2019 REVISED PER 1/10/19 SCDHS U-1 18 18 COMMENTS U wI 16 _ N 8*0 D US SLOPE 157, L` 16 a 40'-0" "0 DR18 S OPE 0.5% I O 0 14 0 14 co O r' 12 issued date description j 12 rn c 0 10 10 o p GW GW h GW - a C4 LnN $ $ •� V N r +O Lu +o Ci 8 $ 7 Ctl a? 00 c 0-C4 o C4 ~ W W W W N N N W W W N0 Wj hNN e��W (n W w W wW W U) 28 E €STING GRADE W W LZL \ -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 C26 -1+00 -0+50 0+00 0+50 1+00 1+50 RECEIVED U) SEWER LATERAL 3 - PROFILE MAR 12 2919 title 24 STA. 0+00 LAT 3 TO 0+71 LAT 3 southold Town SCALE: HORIZONTAL 1"=40' Planning Board GRAVITY 22 _716 �E SEWER LATERAL 3B - PROFILE VERTICAL 1"=4' ,-. V 1 -0STA. 0+00 LAT 3B TO 0+�40 LAT 3B � GF� PROFILES 20 a SCALE: HORIZONTAL 1"=40' VERTICAL 1"=4' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES v 18 APPROVED L REFERENCE NUMBER: CAO-l`s•Ow'} CL 0 C 16 5s'-4" 8" DR18 SLOE 0.5� SEE DRAWING#�,,,OF1�FOR SPECIAL CONDITIONS drawn by: REVIEWER'S INITIALS: C- J checked by: CFD CL 14 E a scale: AS NOTED 0- N o 12 project number: 17106.000 r CL O c Q) Q °% 10 04 et LEGEND: sheet number EL `- O W W W W r-� r` O W W W W W W THE EDUCATION LAW OF THE STATE OF NEW YORK 00 N N N GW = APPROX. GROUND WATER ELEVATION PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O SEWER LATERAL O — PROFILE - IN THE DRAWINGS AND/OR THE ACCOMPANYING W LtJ W SPECIFlCATIONS, UNLESS ITS UNDER THE DIRECTION SA4 0° NEER. WHERE O STA. 0+00 LAT 10 TO 0+60 LAT 10 SUCH OF A LALTERATONSICENSED OARESIMADE, THEONAL I PROFESSIONAL h -1+00 -0+50 0+00 0+50 1+00 1+50 2+00ENGINEER MUST SIGN, SEAL., DATE AND DESCRIBE C SCALE: HORIZONTAL 1"=40' THE FULL EXTENT OF THE ALTERATION ON THE v VERTICAL 1"=4' DRAWING AND/OR THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) ' .. ' _..: .. �10 71 '. . . # 3 RODS 9 INT❑ CONCRETE (2 REQUIRED) .. : SUFFOLK COUNTY TYPE 'F' ' •° t ADJUSTABLE CASTING TO GRADE �5 � a TYR CLASS A A CONCRETE FILL �' ADJUST TO GRADE WITH N,J, SHALE FINISHED GRADE u � a ,_. .::�. . 4000 PSI RED BRICK & MORTAR (MINIMUM OF TYPE II CEMENT "ADJ' CAST INTO iso TWO COURSES AND MAXIMUM OF 15 ) TOP OF FRAME � � za w 0c'00 TYP. 1300 Walt Whitman Road, Melville, New York 24' DIA, ! • ° T,�' SQ, OR %1 DIA. SELF c:"' �' osis OPENING °� • �+i' SEALING BUTYL GASKET 00000000000 ©0 •' Phone 631 300 1010 B. Q00®00000�00a ." SHUT OFF GATE VALVE E�"� BACKFLUSH HOSE ATTACHMENT BRONZE LOCKING DEVICE 00.00.00=00.00 2 PENETRATING PICK ° °' ° CRISPIN SL20B 1' BLOWOFF GATE VALVE WITH KEY WRENCH SUPPLIED SC SAN SEWS HOLES tea APART owner/developer: a RIR RELEASE VALVE CONIFER REALY LLC OR APPROVED EQUAL 31_ 2' GALV, NIPPLE 83 E. Main Street,Suite 600, S,C.D,P.W. STD, M.H. STEPS INS 2' GATE VALVE A (S.S. OR STEEL REINFORCED PIPE SADDLE MANUFACTURED BY 1-1/2. LETtEIR PLAN Rochester, New York 14604 PLAN COPOLYMER POLYPROPYLENE) • MUELLER OR APPROVED EQUAL NOTE: A #2 STEEL HOOP AROUND HALF INVERTED THRUST BLOCK TO BEAR ON 2' DIA. FORCE MAIN OPENING (TYP.) COVER PIAN UNDISTURBED SOIL Site/Civil Consultant STANDARD M.H. FRAME & COVER, FINISH GRADE TYPE 'F' ADJUSTABLE CASTING MANUFACTURER AND DATE CAST IN 44 BARS @ 8' r p D.I. UNDERSIDE OF COVER C❑NVERSI❑N COUPLING O.C.E•W, BOTTOM 12. O.C. IF REQUIRED (TYP.) M (TYP.) 5° `KOR-N-SEAL' FLEXIBLE MANHOLE COVER PLAN '� ADJUST TO GRADE WITH N.J. SHALE a z • 1� RED BRICK & MORTAR (MIN. OF TWO y SLEEVE OR APPROVED EQUAL B' COURSES & MAX. ❑F 15') <LE '• 4'-o' N.T.S. THRUST BLOCK MANUF, IBENTIFCATION� 2 S.C.D.P,W. STD, M.H. STEPS (S.S. OR STEEL REINFORCED PFNFT'�AT1�� PICS HnL-E 27j'- 3/4 CL 4000PSI CAST IN WALL COPOLYMER POLYPROPYLENE) CIRCUMFERENTIAL REINFORCEMENT TYPE II CEMENT L K ASSOCIATES, P.C. CIRCUMFERENTIAL REINFORCEMENT ( arMNVRs 0.12 SQ. IN./FT. OF HEIGHT 12' D.C. 0.12 SQ. IN./FT. OF HEIGHT _I__ ` ' STEEL OR SOLID CONCRETE - LV OR V LONG ISLAND NY (TYP,) 3' SQ. DR N'tb SELF ' =-r- BLOCK PIPE SUPPORT 437 SOUTH COUNTRY RD., SEALING BUTYL RUBBER • ® FILL WITH GRAVEL EXTENSION RING # 3 RODS BROOKHAVEN, NEW YORK 11719 NOTES: t - 1. ALL MANHOLES SECTIONS SHALL CONFORM �1` { :t Tel: 631.286.8668 IWCiXAR E TO A.S.T.M. C-478, LATEST REVISION STANDARD _ TT�� SPECIFICATIONS FOR PRECAST REINFORCED R CONCRETE M.H, SECTIONS. UNDISTURBED 2, MANHOLE RISER SECTION TO BE FURNISHED NOTES: EARTH IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. 1. ALL MANHOLES SECTI❑NS SHALL CONFORM R 3'(TVP,)X. 4' 3 MEET ALL REQUIREMENTCERTIFY S OF S C D P WNHOLES D SPECS, T❑ S,C .D,P.W . 4' DIA. SANITARY SEWER M.H. sre j R SECTION 4, LOADING TO CONFORM T AASHTO H-20 LOADING REQUIREMENTS & A,S,T,M. C-478, LATEST RD 3� VINEYARD VIEW 5 5. REBAR TO CONFORM TO ASTM A-615-60 REVISI❑N STANDARD SPECIFICATIONS FOR 11- II NORTH ROAD Fs=60,000PSI PRECAST REINFORCED CONCRETE M.H. SECTIONS. 24*- I 6, WELDED WIRE MESH TO CONFORM 70 A.S.T.M. 2. MANHOLE RISER SECTION TO BE FURNISHED 5-1/8 25-3/ BEND 'A' 'B' TOWN OF SOUTHOLD, N.Y. 11939 A185 Fs=65,000PSI 7. CONCRETE TO BE 4000PSI @ 28 BAYS IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. 36" 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & 3. MANUF. TO CERTIFY THAT MANH❑LES DELIVERED 22J• 2'-0' 2'-0' BASE BOTTOM STEEL, MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. MANHOLE COVER SECTION A-A 459 2'-0' 2'-0' SECTION PVC JOINTS A #2 STEEL HOOP AROUND OPENING (TYP.> 4. LOADING TO CONFORM T AASHTO H-20 LOADING N.T.6 3/40 FLEXIBLE JOINT (TYP,) 5. REBAR TO CONFORM TO ASTM A-615-60 r-2'(TYP.) MATERIAL GRAY CAST IRON PER ASTM A-48 (LATEST REVISION CLASS 30 90 3'-0' 2-6 E=-A 9 1 Fs=60,000PSI i 6. WELDED WIRE MESH TO CONFORM TO A,S,T,M, CAMBELL FOUNDRY CO. HARRISON, N.J. 07029 (OR EQUAL) ALL 2'-6' 2'-0' 'KDR-N-SEAL' FLEXIBLE SLEEVE VALVES o o Gia i " ':•" +' OR APPROVED EQUAL (TYP.) A185 Fs=65,Oo0PSI PATTERN NO. 17341010 (SEE DETAIL) 7, CONCRETE TO BE 400OPSI @ 28 DAYS NOTE: COVER MONOLITHIC BASE SLAB 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & MAX TEST PRESSURE 200 PSI REINFORCEMENT #4 BARS BOTTOM STEEL. 8' O.C,E.W. TOP 9, BOTTOM SLAB MANUFACTURED WITH 12' OPENING ji/ // /i �W j SEE SCORING DETAIL OR CORE IN FIELD SUFFOLK COUNTY TYPE "F'" ' "�''�'��/ SECTION A—A ADJUSTABLE MANHOLE CASTING THRUST BLOCK DETAIL TYPICAL AIR. RELEASE VALVE MANHOLE DETAIL, N.T.S. N.T.s. 4' DIAMETER SANITARY SEWER MANHOLE N.T.s. N.T.S. i e col Ir %A REAL ESTATE DEVELOPMENT.CONSTRUCTION A MANAGEMENT Seal --- @ NOTE: MINIMUM DEPTH AT CURB LINE �c��. ^`''1 ;� �`' -�� 6'_0"EXCEPT AS ORDERED BY ENGINEER 7 �a6` HANG TABS A B C D 16' GA, S.S. BAFFLE v SHAPE TO FIT 51 M,H. 61 61-Of #4 BARS @ 81 OCEW BOTTOM 0 PIPE OPENING 4' M,H, 5- 14-10- 1#4 BARS @ 8' ❑CEW BOTTOM `t _ v STANDARD M,H. FRAME & COVER, issued date description 0 TOP SLAB FINISH GRADE [TYPE F ADJUSTABLE CASTING 12/19/2018 GENERAL REVISIONS C #4 BARS @ 8" I , 16' GA, S.S. CURB LINE V) BAFFLE IN PLACE > A BREVISED D.c.E.w. BOTTOM o C �� e � 2' PROPERTY LINE O1 J18/2019 COMM NTS 1/10/19 SCDHS '•. ADJUST TO GRADE WITH N.J. SHALE 0 15' RED BRICK & MORTAR (MIN. OF TWO .:• U HOLE TO BE J 10' 1 —el COURSES & MAX. OF 15`) �- 45 BEND �l CORED •MANUF. IDENTIRFCATION S.C.D.P,V STD. M.H. STEPS ,D- D=1i ' r, B $+ LL- REMOVABLE BAFFLE CAST IN WIO (S.S, OR STEEL REINFORCED 10 MAX, PVC STOPPER CTYP,) L7 (SEE INTERIOR DROP DETAILS) COPOLYMER POLYPROPYLENE) �� I « 4= d 'KOR-N-SEAL" FLEXIBLE SLEEVE 12' D.C. CIRCUMFERENTIAL REINFORCEMENT —1 O OR APPROVED EQUAL CTYR) (TYP.) 0.15 SQ. IN./FT. OF HEIGHT ° SEE PIPE ; ' CONNECTION DETAIL 6' PVC PROPOSED E 12D+ Ax. (SHAPE TO FITS �24"�� SDR-18 @ 2% SANITARY SEWER SQ. OR %'# SELF a ' 2' WIDE SS. RT" SEALING BUTYL RUBBER : ISSUed date description STRAPS FASTENED NOTES: 01 TO WALL WITH 1. ALL MANHOLES SECTIONS SHALL CONFORM C INSERTS, (SEE 6 TO A.S.T.M. C-478, LATEST REVISION STANDARD INTERNAL INTERIOR DROP DETAILS) 5' SPECIFICATIONS FOR PRECAST REINFORCED DROP NOTE: S.S. STRAPS CONCRETE M.H. SECTIONS. �a TO BE MAX. 2' D.C. 2. MANHOLE RISER SECTION TO BE FURNISHED PVC INTERNAL IN 143, OR 4' HEIGHTS AS REQUIRED. D #4 BARS 90• ANGLE v DROP 3, MANUF. TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. LIFT HOLES 180` APART W/ 2" OVERLAP PVCL4. LOADING TO CONFORM T AASHTO H-20 LOADING EACH SECTI❑N ELBOW MATCH 5. REBAR TO CONFORM TO ASTM A-615-60 PLAN CLASS 'A' • ROWN Fs=60,000PSI U �SE�CTIQNECONCRETE FILL 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. 1-11 4000 PSI "° t•w A185 Fs=65,000PSI v� TYPE II CEMENT .:`P ' 7. CONCRETE TO BE 4000PSI @ 28 DAYS STAINLESS STEEL SEWER "' °" 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & PROVIDE S,S. • BOTTOM STEEL. (16 GA.) TO FIT STRAP 2 X 90• 8' � • A #2 STEEL HOOP AROUND OPENING (TYP.) OR CCA LUMBER 9 a• S/S BAND TIGHTEN TO 60 FT. LBS. IN FIELD 'U) CLEARWE(TYP.) MONOLITHIC BASE SLAB CU REINFORCEMENT #4 BARS 2# 4 2'4 SECTION B' D.c.E.W. TDP ° ° • ° 6' PVC SDR-18 @ 2% title -* SEE SCORING DETAIL MANHOLE WALL4 • 8'X6' WYE 4= < (TYP. SIZE> SANITARY NOTES:1) AN INTERNAL DROP ASSEMBLY SHALL BE SLEEVE OR APPROVED EQUAL ANGLE VARIABLE *—' USED AT ALL LOCATIONS WHERE THE INVERT ELEVATIONS STAINLESS STEEL SECTION B-B MAX = 30• a DIFFER BY MORE THAN 2 FEET. aj A 5' DIAMETER MANHOLE SHALL HE USED WHERE ANCHOR DOLT SCORING DETAIL PIPE CONNECTION DETAIL, 3/4' GRAVEL UNDER 'WYE' IN � NTERNAL DROP MANHOLES ARE REQUIRED. LLLLLLDETAILS 1 SECTION 5' DIAMETER INTERNAL DROP MANHOLE DETAIL, 4' N.T.S. (SMH's 3&4) INTERNAL DROP MANHOI_,F, DETAILS 50 & 4'0 MANS IOL,E BASE SECTION & TOP SLAB BUILDING CONNECTION DETAIL N.T.S. N.T.S. drawn by: 'E checked b CFD scale: AS NOTED ° SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NlAR 12 2019 E a LO 4 AP O project number: 17106.000 N CL REFERENCE NUMBER: V pp�� 6J Southold Town 0 Planning Board SEE DRAWING 'OF sheet number M FOR SPECIAL CONDITIONS IM THE EDUCATION LAW OF THE STATE OF NEW YORK 00 REVIEWER'S INITIALS: PROHIBITS ANY PERSON FROM ALTERING ANYTHING N 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE CISCD SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL DIRECTION SA5 OF A LICENSED PROFESSIONAL ENGINEER, WHERE ENGINEER SEAL, DATE C THE FULL MEXTENT IOF THE ALTERATION ON RE ON THE DRAWING AND/OR IN THE SPECIFICATION O_ NYS ED. LAW SECTION 7209-2 INE `1 , � .'�:.. �:,. °��;`��':.Ill� '• MATERIALS & JOINTS EQUIVALENT TO WATER MAIN STANDARDS OF C❑NSTRUCTI❑N ; AND PRESSURE TESTED TO ASSURE WATERAP TIGHTNESS PRI❑R TO BACKFILLING a 10'-0' 101-0. . . 2' DFA, :BALL VALVE ... . , . . . .. .. W/2' DIA. CaALV, NIPPLE7 FINISHED TAPPED BLIND SUFFOLK COUNTY TYPE F ADJUSTABLE CASTING TO GRADE SUFFOLK COUNTY TYPE F GRADE FLANGE r � �; ADJUSTABLE CASTING TO GRADE — ZS MIN. ADJUST TO GRADE WITH N.J. SHALE FINISHED GRADE y, _ ADJUST TO GRADE WITH N.J. SHALE RED BRICK & MORTAR (MINIMUM OF •d I RED $RICK & MORTAR CMFN, OF TWO TWO COURSES AND MAXIMUM OF i5•) CONCRETE CHUTE „ 111747 Walt Whitman Road, Melville, New York MORTAR LINED I. • •- COURSES & MAX, ❑F 15•) WATER SERVICE SEWER MAIN ❑R Phone 631 3001010 24' DIA' ° : I' •• '. �• SQ, OR ' DIA, SELF • ' . ; ...,; • ' . ' . PRECAST • BUILDING C❑NNECTI❑N :-..—OPENING— ' e.l=+� SEALING BUTYL GASKET 2' MAXIMUM AND a. 2r �:-, g''. CLASS A CONIFER REALY LLC B. ,x• AS DIRECTED BY • ' •'• 4000PSi S.C.D.P.W. STD, M.H. STEPS 4'-0° � THE ENGINEER ` � •.'. - TYPE II CEMENT 18' MIN, 83 E. Main Street,Suite 600, Rochester, New York 14604 (S,S, OR STEEL REINFORCED '" ��,r ?N "``• ' ,;�. =�• ,• � '' , ,uy+ 6WX6W/6X6 WWF TOP & BOTTOM COPOLYMER POLYPROPYLENE) j Yry a+ rF�� 12 D.C. 4' FEMALE ALUMINUM . M,H, STEPS QUICK CONNECT MANUFACTURED INVERT s: ;';.; :• CLASS "A" 6' LAYER OF STONE BY DIXON " •'' r; •'.:';:;M ;•• s 4000 PSI Site/Civil Consultant (SIZE AS REQUIRED *• TYPE II CEMENT 8' (TYP,) FOR EACH)— BALL VALVE ADAPTER IF REQUIRED °'• °., , .• . 4kMAINTAIN MIN, 6' SEPARATION G� ALVINIZED NIPPLE D.I. FLANGEED -.4. 4 ` .• 'a „ BETWEEN BRICKWORK AND STRUCTURE TEE 4 10'-0' 10'-0' -'"•. •. •' , a. • •;•. .� CONVERSION COUPLING 2" DIA, FORCE MAIN IF REQUIRED (TYP,) MORTAR LINED SEE . 4' DIA, D.T,P, PROFILES � . i 4' DIA. 45• BEND NOTE. T� WITH PLAIN END a D. ILA 'KOR-N-SEAL' FLEXIBLE D AND MECHANICAL H❑RIZ❑NTAL SEPARATI❑N BETWEEN SEWER SLEEVE OR APPROVED EQUAL JOINT FITTING (D,I,P,) AND WATER LINES MUST BE 10' MINIMUM L K Adl(�.FA(V 16' S• MANHOLE TO BE BENCHED :,. .a ;�, + P.C. OR COVERED TO FACILITATE LONG ISLAND, NY 437 SOUTH COUNTRY RD., PUMP OUT #4 @ EACH CORNER (TYP.) STEEL OR SOLID CONCRETE 4'X4'X4' WYE BRANCH Tel KHAVE8,8668 v • °' BROOKHAVEN NEW YORK 11719 77- a `' BLOCK PIPE SUPPORT �.-1.� • * WITH MECHANICAL JOINT WATER/SEWER CROSSING DETAIL FILL WITH GRAVEL ° FITTINGS (D.I,P.) NOTES a-10 °' N.T.S. 1, ALL MANHOLES SECTIONS SHALL CONFORM q, CAST IN PLACE �'- TO S,C,D,P.W. 4' DIA, SANITARY SEWER M.H. CIRCULAR MANHOLE REQUIREMENTS & A,S,T,M, C-478, LATEST j , ' FLQ MNI, 2' DIA, MNI, 2' DIA• FLOW REVISION STANDARD SPECIFICATIONS FOR ._ DR-11 DR-11 VINEYARD VIEW PRECAST REINFORCED CONCRETE M.H. SECTIONS. to I I,D. .' 2, MANHOLE RISER SECTION TO BE FURNISHED .` NORTH ROAD IN 1,2,3, OR 4' HEIGHTS AS REQUIRED, • 3, MANUF, TO CERTIFY THAT MANHOLES DELIVERED ` : r TOWN O F S O U T H O L D, N.Y. 11939 MEET ALL REQUIREMENTS OF S.C.D,P.W. SPECS. E ''} '"'• .•` :.'• '•" .t CLASS 'A' D,I.P, SPOOL PIE 4, LOADING TO CONFORM T AASHTO H-20 LOADING 6 a`::; !'` •' •'•••. ' 4000 PSI CE #4 @ EACH SIDE 5, REBAR TO CO ° • CONFORM TO ASTM A-615-60 • - +;'•' J'y" "' TYPE II CEMENT Fs=60,000PSI + : .: "d , " '. • gm %/// /6, WELDED WIRE MESH TO CONFORM TO A,S,T,M, : •: '• ' aTYPICAL FORCE MAIN CLEAN-OUT DETAIL j/% jji I 7, CONCRETE TO BE 4000PSI @ 28 DAYS ° • .. N.T.S. 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & MORTAR LINED 4r BOTTOM STEEL, 9, BOTTOM SLAB MANUFACTURED WITH 12' OPENING OR CORE IN FIELII v ,d a• . R. ,02 j , %' 051 1 N j 1/11 Y %////�� if/i //fid///////%%////%////////////O% SECTION D-D 6Wx6W/6X6 WWF a'd a DRAIN MANHOLE :" TOP & BOTTOM N.T.S. OPENING 4. a ■ MANHOLE CHUTE A N.T.S. -,," ,• PRECASTC 0 f e r #+ CLASS 'A' a. REAL ESTATE DEVELOlMCNT,CONSTRUCTION f MANAGEMENT TYPE II CEMENT PS-2 B X" GRADE 60 STEEL MANHOLE STEP seal REINFORCEMENT M.A. INDUSTRIES INC. KELLY & DIVIDEND DR. �,` PEACHTREE CITY, GA. �� ``� `' • �'� (OR APPROVED EQUAL) A� . rn S.S. OR STEEL REINFORCED �- �(ti• SECTION A-A COPOLYMER POLYPROPYLENE � NOTES: 41 1. CONTRACTOR SHALL PROVIDE UV PROTECTION NOTES: STRUCTURAL MANHOLE issued date description JACKET FOR EXPOSED PORTION OF CABLE. FINISHED SUFFOLK COUNTY TYPE 'F' O STEP DETAIL p 0 2. CONTRACTOR SHALL LOCATE STAINLESS STEEL 1. CONTRACTOR SHALL PROVIDE UV PROTECTION CAPPED OR PLUGGED ADJUSTABLE CASTING TO GRADE c EYEBOLT AND STRAIN RELIEF NEAR ACCESS JACKET FOR EXPOSED PORTION OF CABLE. GRADE N.T.S. 12/19/2018 GENERAL REVISIONS ° HATCHWAY. 2. CONTRACTOR SHALL LOCATE STAINLESS STEEL Of EYEBOLT AND STRAIN RELIEF NEAR ACCESS __ ADJUST TO GRADE WITH N.J. SHALE 01/18/2019 REVISED PER 1/10/19 SCDHS 3. LOCATE MINIMUM OF 3 FEET FROM ANY TANK HATCHWAY. RED BRICK & MORTAR (MIN, OF TWO COMMENTS p VENT. 3. CONTRACTOR SHALL PROVIDE STAINLESSI I �, ; ;• COURSES & MAX. OF 15') U 4. PROVIDE PB SERIES TERMINAL BLOCK FOR STEEL RETRIEVAL GUY WARE BACK TO ACCESS ___ A. •or: ).;�'____— �� CONNECTION OF POWER AND CONTROL HATCH FOR CABLE RETIEVAL i • ;1 4. LOCATE MINIMUM OF 3 FEET FROM ANY TANK •. .'•. . . PRECAST CONDUCTORS IN JUNCTION BOX. VENT. r c w CLASS 'A' 0 DISCONNECT SWITCH 5. PROVIDE PB SERIES TERMINAL BLOCK FOR `: ' _ '�• •'.-.� e�' 4000PSI O (POWER CABLES ONLY) CONNECTION OF POWER AND CONTROL ' • TYPE II CEMENT O CONDUCTORS IN JUNCTION BOX. .;.•�- . • 6WX o NEMA 4X SS DISCONNECT4 � " ° " , TOP 6& BOTTOM WF 6 LAYER OF STONE CAPPED OR PLUGGED PERFORATED S.S. OR PVC r (POWER ONLY) PROVIDE 5 SLACK SUFFOLK COUNTY TYPE F issued date description COATED S.S. CHANNEL OF PUMP POWER AND 8' (TYP) FINISHED p / (TYP,) CONTROL CORD IN -• MAINTAIN MIN, 6" SEPARATION GRADE ADJUSTABLE CASTING T❑ GRADE rA JUNCTION BOX 4BETWEEN BRICKWORK AND STRUCTURE _ Cn POWER CONDUCTORS IN C❑NDUIT _ ADJUST TO GRADE WITH N.J. SHALE •v (C❑NDUIT SIZES PER NEC) SEE RED BRICK & MORTAR (MIN, OF TWO EXPLOSION PROOF FITTINGS (TYP.) PROFILES (MIN, CLASS 150 PIPE) I COURSES & MAX, OF 15') � POWER CONDUCTORS IN CONDUIT ' ' (CONDUIT SIZE AS PER NEC,) --I 11 J .• I I I 45 BEND a.�. : , �•ti,+� y- �� •%.4 U WITH PLAIN END �iar `� `Yu'``�>"`�~•,h, �• r n . ° NEMA 4X SS JUNCTI❑N BOX, AND MECHANICAL .� h;^ "r"?� :, PR❑VIDE 5' SLACK OF PUMP CORD CABLE COMPRESSION JOINT FITTING (D.I.P.) �W!,?f;•4, '•e r , 6' LAYER OF STONE U IN JUNCTI❑N BOX. (TYP,) SEAL (W/O CEMENT) �.r .,,o>r. �•s "'Y� ~" CONTROL CONDUCTORS IN CONDUIT / POWER/CDNTROL (CONDUIT SIZE AS PER NEC.) #4 @ EACH CORNER (TYP,) to CABLE, NOTE 1 MAINTAIN MIN. 6' SEPARATION U COATED S.S, CHANNEL CABLE COMPRESSI❑N SEAL EXPLOSION PROOFFITTING (TYP,) ' WYE BRANCH BETWEEN BRICKWORK AND STRUCTURE CONNECTED TO TOP SLAB (W/O CEMENT) PROVIDE FERNCO CAP WITH 18'MYN, CWITH MECHANICAL JOINT DRILLED HOLE TO MATCH ' FITTINGS (D.I.P.) °' CONTROL CONDUCTORS IN CONDUIT CABLE DIAMETER TO SEAL ° SEE •ai (CONDUIT SIZE PER NEC) CONDUIT AROUND CABLE, PR❑FILES (MIN. CLASS 150 PIPE) SECURE WITH STAINLESS PUMP STATION - STEEL BAND. 45• BEND title M.H. / cn PROVIDE FERNCO CAP W/ DRILLED HOLE TO ��` FLOW 8' MIN, DIA, 8' MIN, DIA, FLOW WITH PLAIN END MATCH CABLE DIAMETER TO SEAL C❑NDUIT 6' —^—'°" DR-16 DR-18 AND MECHANICAL 2'4 AROUND CABLE, SECURE W/ STAINLESS . JOINT FITTING <D,I,P,) SANITARY SLEEVE TO EXTEND STEEL BAND ''' '.. �•; _: '+ :1: �:•.i -PUMP STATION ` ; ° TO HATCH OPENING, 3' STAINLESS STEEL SLEEVE (10S) STAINLESS STEEL % (SEE NOTE 2) DETAILS 2 ^ UNDERGROUND CONDUITS SHALL BE RETRIEVAL GUY �>,:•�; D.I.P. SPOOL PFECE #4 a EACH SIDE (n STAINLESS STEEL PVC COATED GALVANIZED STEEL WIRE, NOTE 2 �, SUPPORT AS NEEDED •.•+ CONDUIT A MINIMUM OF 3 FEET FROM \PRE-EQ •"�'`"" 3' STAINLESS STEEL WYE BRANCH SLEEVE (IDS) WITH MECHANICAL JOINT CORE DRILLED OPENING •;' 80 PVC CONDUIT WET WELL, BALANCE T❑ CONTROL BUILDING.DING,ULE STAINLESSEYEBOLT, TANK TYPICAL GRAVITY HOUSE CONNECTION FITTINGS <D,hPJ F❑R EACH SLEEVE STAINLESS STEEL IN ROADWAY CLEAN-OUT DETAIL •'''•' -� PR❑VIDE LINK ' STRAIN RELIEF, NOTE 2 SEAL FOR EACH CABLEWITH 1POWER/CONTROL r N.T.S. FLOW 8' MIN, DIA, 8' MIN, DIA. FLOW CABLE WITH 15' SLACK 4 — DR-18 DR-18 —� drawn by: ° •,: •• '� •: checked by: CFD n PUMP STATION PUMP 6Wx6W/6X6 WWF TYPICAL GRAVITY HOUSE CONNECTION RECEIVED E a TOP & BOTTOM scale: AS NOTED C11- DISCONNECT SWITCHES EQUIPMENT W.IT-H ATTACHED .,..: z' -- - LO OPENING �y: ON-PAVED AREA CLEAN-OUT DETAIL MAR 1 2 2019 project number: 17106.000 oCL N.T.S. POWER / CONTROL CABLES :' •, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES N.T.S. southoTdTow n INSTALLATION DETAIL APPROVED r sheet number • I r` -.," A. PRECASTPlanning Board '" CLASS 'A' �' I�T•T•S• •:' • :,. • • 4000PSI REFERENCE NUMBER: THE EDUCATION LAW OF THE STATE Of NEW YORK O Donq- OTYPE II CEMENT a NR THI I S ANY PERSON AND/OR OM ALTERI ACCOINGANYANYTHING N O SEE DRAWING# OF _1 FOR SPECIAL CONDITIONS SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION 066 OF A LICENSED PROFESSIONAL ENGINEER, WHERE SA6 O SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL REVIEWER'S INITIALS: ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE C - THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) ' ;, I�iindetlun Foundation �Foundation w< Foundation Foundation r ry ri �j/� /� Design, Desi n,P.Cr . / D t, !. .y.. r r / sig Design �' �/�,'Design,P.C. P.C. 5f.'TL-11EbV)CK•(;R01-V WA-0 SUL•tr•:T)A=•GRL7J TAIfOER 'ii?lr.•rffR,Xxy. tOI.B•77YA'.iT-'.R `.'till•BENDY-G1 OtirrC)LS"Al'ER SUIL r.[MRDCK,,M(54,0 Test Pit Log EXIST. GRADE: 16.87 Test Pit Log EXIST. GRADE: 26.72 Test Pit Log EXIST. GRADE: 20.11 Test Pit Log EXIST. GRADE: 20.86 Test Pit Log EXIST. GRADE: 20.44 Project Nn. 4402.0 Page 1 of 1 Test Pit No, TPl8-1 Project No. 4402.0 Page 1 of 1 Test Pit No. TP18-2 Project No. 4402.0 Page 1 of 1 Test Pit[No. 818-3 Project No. 4402.0 Page 1 of 1 Test pit No. B18-9 Project No, 440210 Page 1 of 1 Test Pit No. B18-5 project Nairne Vineyard View�North'Road+County route 48,Southold Nev York Project Name Vineyard Vieux,North Road;Cou my rotas 43,Southold,iyevv York Project Name Vineyard View,Nadi Road,County route 48,Southold,New York Project Name Vineyard Viety,North Rcad;CoLnty rout a 48,Southold,New York. Project Name Vineyard View,North Road/County route 48,SolRhoid New York " 1 , Client Confer Reahy LLC,1000urhiversky Avenue,Rodwsster,New York 14607 Client Confer Really LLC,1000 University Avenue,Rorhest!r,New York 14607 Client Can ifer Realty LLC.1000 University Avenue,Rochester,New York 1,1 07 Client Conifer Really LLC,1000 Universiy Avenue,Rochester,New York 14607 Client Confer Realty LLC,1000 Unirersity Avenue,Rochester,New York 14607 Elevation Weather Cloudy/34s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy;30s Technician T,&oyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy I 30 Technician T.Beyer Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator ?ay Date Started 1-24-18 Completed 1-24-18 Operator Jay 3 Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting Materials Equipment CAT 325DExrwator Backhoe Subcontractor Terry Contracting Materials- E ui :ent CAT 3251)Excavator Backhoe Subcontractor Teny"Contractiog Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting8 Mat>erak q Pm y r Equipment CAT 3251)Excavator Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Claselflcations Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Below Sample of Below Sample of Below Sample of Below Sample of Below Sample of ',.' ., Surface Number Sample Remarks .Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks IOPSDIL 050TOP9DIL 0,8. TOPSOIL 0,87 TOP50 L TOPSOIL 010 .. � .. Firm tarn-light brown moist SAND,little m-f gravel,trace sitt Firm tan damp SAND,trace m-'gravel,trace silt Loose tan-orange-bmwn moist SAND,trace:m-f gravel,trace silt Loose tan-light brown moist SAND,tract c-m-f gravel,trace silt Lapse tan-light brown moist SAPID,trace e-m-f gravel,trace silt 1300 Walt Whitman Road, Melville, New York 2 2 2 .2 2 11747 Phone 631 300 1010 3Yi" 2Y" owner/developer: Wt 4 S-1 2`-4r .1'0" 4 4YJ" S-1 2`-4 Firm tan-brawn moist SAPID,little c-m-f gravel,trace sift Firm tan-brown-orange moist to wet SAND,little c-m i gravel,trace silk CONIFER REALY LLC 4 Firm light grey moist SILT,little m-f sand,trace day Compact tan moist SAND,tittle m-f gravel,trace silt Firm tan-brown moist SAND,little m-f gravel,trace silt 83 E.Main Street,Suite 600, Rochester, New York 14604 8 1 6 6 t 6 Site/Civil Consultant S-1 61-8' 8 0" Firm orange-tan saturated SAND,little Silt,little gravel,trace clay 9 8 8 -____-- 10 " 1010" 10Y1" 1010" 1.0 Test pit terminated at 10'6" 0 Test pit terminated at 1014" 0 Test pit terminated at 1010" 0 Test pit terminated at 1010" 1 Test pit terminated at 10'0" L K Iii d.J---ANA TES, P.C. Notes: Notes: Notes: Notes: Notes: LONG ISLAND, NY 1. Sides collapsing upon Completion 1, Sides collapsing upon completion 1. 'Sides collapsing upon completion 1. 'Sides collapsing upon completion 1. Skies collapsing upon completion 437 SOUTH COUNTRY RD., 2. Wateratn". 2. Test tdry.0 norm completion, 2. ' BROOKHAVEN, NEW YORK 11719 pi po p Dry an completion, 2. Dry on completion. 2. Untater.at 9'fi . 3, :Staked locations and elevations provided by L.K.McLean. 12 1 3. Staked locationsand elevations provided by L.K. McLean. 12 3. Staked locations and elevations provided by L,K. McLean, 12 13, Staked locations and elevations provided by L.K,.McLean. 3. Staked locations and elevations provided by L.K.McLean. Tel: 631.286.8668 1 11:11 VINEYARD VIEW Foundation NORTH ROAD x : Foundation "M�~" Foundation � resign P.C. �: ...,/, /. �'�"' Foundation Foundation . Desigll,P.C� Design,P.C. g r rl P.C.LDesign,P.C. TOWN OF SOUTHOLD, N.Y. 11939 5M•BEDR4ICY•CAOLINDYMTER. MEM soli•TSEDkoCrr.atG,lat�wATrR. :OIL•BED�cK•a;c+L��wA-rER Test Pit Log EXIST. GRADE: 21.62 sal:•e�Daaa•GRou,�a;vvA'rrR soTL•EaEGruxK•pnoi.r,JjVrA�t. Test Pit Log EXIST. GRADE: 20.27 Test Pit Log EXIST. GRADE: 20.62 Test Pit Log EXIST. GRADE: 22.70 Test Pit Log EXIST. GRADE: 22.67 Project No. 4402.0 Page 1 :of 1 Test Pit No. 81846 Project No. 440210 Page 1 of 1 Test Pit No. 818-7Project Na 4-102.0 Page 1 of 1 Tent Pit No. 510-8 Project No. 4402.0 Page 1 of 1 Test Pit No. 1318-9 Project No. 4402.0 Page 1 of 1 Test Pit No, BIB-to Project Name Vineyard View,Nordin Road,/C'ouhty toutp 4$,Soud-*id,New Yv is Project Name tiuine�ard View,North RoadlCommm route 48,Southold New York Project Name Vineyard View,North Road County roue 48,Southold,New York Project Name Vineyard View,North Road`countY route 48,Southold,New York Project Name Vineyard View,North Road/Courhty route 48,Soudnakl Nety York Client _Conifer Remy LLC,10001hniwersity Avenlre,Rochester,Nex York 1�l607 Client Conifer Peaky LLC,1000 University Aven+�e,Rochester,New York 14607 Client Con ifrs Raalty LLC,1000 University Avenue,Rochester,New York 145f17 Cliettit Conifer Realty LLC,1000 tlniver sity Ave-rue,Rochester,tJenv 1`ork 14607 Client Conifer Realty LLC,IODD University Arenas;Rochester,New York 14507 Elevation Weather Claud 30s Technician T,Be er Elevation Weather clow 3os Technician T.Beyer Y/ y dy/ _ r Elevation Weather _Cloudy,t 30s Technican T.dyer Elevation Weather Cloudy/.,t)J- Technician T.Beyer Elevation Weather Claudr.J 30s Technician T.Beyer Date Started 1-24-18 Completed 1-24-18 Operator ,Jay Date Started 1-24-18 Completed 1-24-18 Operator )ay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator layDate Started 124-18 Completed 1-24-I8 Operator Jay Backhoe Subcontractor fer ry ContraLt•"J&Materials Equipment CATS251)Excavator Equipment Backhoe Subtsatrartar TetryContrac &Mterials Equipmentipstt CAT 3251)Excaator Backhoe Subcontractor Terry Contrac & arials CAT 325DExcavator Backhoe Subcontractoract r Terry Contracting�Mateials EquipmentiRerilt CAT 3251)Excavaor Backhoe Subconattar Terry'Cona,`ing$Materials Equipmentipint CAT 3251)Ecavala Depth Depth Soil and Rock Classifications Depth Depth Soil and Rack Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications BelowSample of Below Sample of Below Sample of Below Sample of Below Sample of Surface Number Sample Remarks Surface Wmber Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks TIJPSOIL 0 8" TOPSOIL 111" TOPSOIL 117" TOPSOIL Ot6" TOPSOIL 0'6" Loose tan-orange-broom moist SAND,Mille silt,trace c-m-f gravel Firm to compact grey damp SILT,some clay,trace course sand,trace Firm tan-orange moist SAND,little silt,trace m-f gravel Firm tan-orange moist SAND,little c-m-f gravel,trace silt. Firm to n-orange moist SAND,little c-m-f gravel,trace silt. fine gravel „ 2 1 C0rw% REAL ESTATE DEYELOEUENt.CONSTRUCTION!MANACEMENI S-1 2144' 3101, Firm tan-brbwn moist m-f SAND,little c-m-f gravel,trace silt, 4 4 4 Seal v o 6 g S-1 4-6' 16 6 ,1, G'a'r. iL Firm light brown-grey,vet SAND,little c-m-f gravel,little silt Firm light brtnrtn-tan saturated SAND,little c-.m-f gravel,trace Silt Compact light bmwn wet to saturated SAND,little c-m-f gravel,trace silt 1010" 10) 10'0" 101(1" 1010" 10 Test pit terminated at 10'0" 0 Test pit terminated at 1010" 10' Test pit terminated at 1010" 10 S-1 8,10 Test pit terminated at 1010" Test pit terminated at 10'0" issued date description Notes: 12/19/2018 GENERAL REVISIONS Notes: 1. Sides stable upon completion Notes: Notes: Nates: 1. Sines collapsing upon completion 2, Dry upon completion. 1. Sides collapsing upon completion 1. Sides collapsing upon completion 1. `Sides collapsing upon completion 01/18/2019 REVISED PER 1/10/19 SCDHS 2, Waterat9'6". 3. Staked locations and elevations provided by L.K.McLean. 2, WateratS0'' 2. Waterat8'0". 2. Water at Sill", COMMENTS 12 3. Stalked locations and efevations provided by L.K.McLean. 1 12 14. Standing grater was observed adjacent to the test pit. 1 1 12 1 1 13. Staked locations and elevations provided by L.K.McLean. 2 1 3. Staked bcations and'elevations provided by L,K.McLean. 3. 'Staked locations and elevations provided by L.K. McLean, rn 3 rn 0 Foundation = Foundation fm:<: " " � Design,P C Desi n P.C. Foundation w" -'t Foundation R ii` r Design,P.C. r design,P.C. f-- .-r Q r issued date description V) Project No. 4402.0 Page 2 of 4 Test Boring No. B18-1 CONTINUED Project No. 4402,0 Page 3 of 4 Test Boring No. B18-1 CONTINUED Project No. 4402.0 Page, 4 of 4 Test Boring No. B18-1 CONTINUED MAR 12 2019 0 Boric LQ Project Name Vineyard View North Road/Co Route 48 Southold New York Project Name Vineyard Vi eva North Road Count Route 18,Southold New York Project Name Vineyard View,North Road/County Route 48,Southold,New York Cr9 g EXIST. GRADE: 32.09 Client Conifer Peaty, 1000 University Avenue Rochester New York 14607 Client Conifer Realty,1000 University Avenue Rochester New York 14607 Client Conifer Realty,1000 University Avenue, Rochester,New York 14607 �-- ---�--- - Southold Town ` Project No. 4402.0 Page 1 of 4 Test Baring Na. 618-1 Elevation Weather Cloudy/30 s Engineer T.Beyer Elevation Weather Cloudy/30's Engineer T,$ er Elevation Weather Cloudy/30's Engineer T. B Beyer Planning Board o Project Name Vineyard View North Road/County Route 48 Southold New York Date Started 1-24-18 Completed 1-25-18 Driller J. Loomis pate Started 1-24-18 Completed 1-25-18 Driller J.Loomis Date Started 1-24-18 Completed 1-25-18 Driller J. Loomis p Client Conifer Realty, 1000 University Avenue Rochester New York 14607 Drilling Company: Target Drilling Co. Groundwater:60" Drilling Equipment CME-75 Truck Rig Drilling Company: Target Drilling Co. Groundwater:6'0" Drilling Equipment CME-75 Truck Rig Drilling Cam an : Target Drilling Co. Groundwater:60" Drilling Equipment CME-75 Truck Rig +, Elevation Weather Cloudy/30's Engineer T..Beyer Date Started 1-24-48 Completed 1-25-18 Driller J.Loomis Blows Per Six Taches Visual yacht and Rock Classifications Blows Per Six inches Visual soil and(tock Classifications Blows Per Six Inches Visual Soil and Rock Classifications v C Drilling Company,. Target Drilling Co. Groundwater:6'0" Drilling Equipment CME-75 Truck Rig N Sample Depth P N Sample Depth N Sample Depth ;p 0 Ft. 0"/6" 6"/12" 12"/18" 18"/24" Value No, Remarks Ft. 0"/6" 6"/12" 12"/18" 18"/24" Value No, Remarks Ft, 0"/6" 6" 12" 12"/18" 18" 24" Value No. Remarks .m (� Blows Per Six inches Visual Soil and Rock Classifications C N 3arnple Depth 9 10 Stiff grey moist CLAY,little silt,trace m-f gravel Very dense light brown saturated m-l'SAND, little sift O n as Ft. 0"/6" 6"/12" 12"/18" 18"/24" Value No. Remarks 11 15 21 10 3U-32' X O �- W`1 .3 TOPSOIL 1101, n Fn C 2 4 5 1 T-21 Loose brown wet c-m-f SAND, little silt, trace m-f C11) M 0 • i 1 gravel 35 64 0" Z Z Z O 65 Very dense light brown saturated m-f SAND, little sift 95 'n C C 2 4 3 2 2`-4' 4'0" 13 15 28 SO/6 5G/6 17 65'66` Z 5 15 18 Compact brown saturated c-rn-f SAND,trace silt S-11 Hard a 07 z title m 6 6" 17 24 32 11 35-37' a-6 � 23 24 18 25 36 3 Very dense brown moist c-m-f SAND and SILT, little m SOIL BORING -W m-f gravel O "p 45 40 69 4 6'-8' 40 01-0 > -9 of 13 5o 50 5 8' ' 70 100 f,l X 10 S 11 38 50/3 50/3 18 70'-70'9" 28 39 LOGS 23 28 12 16 23 12 40'-42' S-12 Stiff 0 z 40 4'4 79 21 100-1o2 102'0" "r1 18 1S 46 6 f0'12` $6 Dense Boring terminated at 102'0" f "'� ••-1 ® O Finn brown saturated c-m-f SAND,little sift,little45 O -n 3 m-f gravel 75 105 � O! i1) 15 10 12 7 12 •,�1 p 6 7 15 19 27 13 45'-471'Hard 25 50 37 19 75'-77' S-19 Compact _ 612 13 7 15'-17` O m drawn by: BRC Z v =1 < ®'. checked by: CFD 20 50 $ 11 80 110 O a scale: AS NOTED E a 10 6 13 20 24 14 5U.'-52' 5-14 Stiff � � 0- 6 .6 12 $ 2Q'-22` LO project number: 17106.000 04 o N 25 25'0" 55 Compact brown saturated c-rrr-f SAND,trace f graven, 85 115 Very 'dense brown saturated m-f SAND, little silt, trace.silt I 28 27 trace hn-f gravel 1i 13 38 42 Cin 21 25 34 15 55'-57' S-20 Very dense 0)v 31 29 58 9 25'-27' 2$,fi„ Notes: 5014 92 20 65'-654" saes number a Notes: Notes: THE EDUCATION LAW OF THE STATE OF NEW YORK O p Notes: PROHIBITS ANY PERSON FROM ALTERING ANYTHING 04 O 1.Water at 6'0", 1.Water at 610". 1.Water at 6'0", 1. Dry upon completion, IN THE DRAWINGS AND/OR THE ACCOMPANYING CO 2,Bore hole backfilled using auger spoils. 60 2. Bore hole backfilled using auger spoils. 2, Bore hale backfilled using auger spoils. 2.Bore hole backfilled using auger spoils. SPEcinCATIONS, UNLESS ITS UNDER THE DIRECTION 301 4 9 P 90 g g Po 120 g 9 P OF A LICENSED PROFESSIONAL ENGINEER, WHERE r N=No.of blows to Drive-2 Spoon�with 114 .Ib.Wt,.�Ea,Blow N=NO.of blows to Drive 7",Spoon 12"with 140 Ib.Wt.30"Ed. Blow SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL SA7 `— p " N=No.of blows to Drive 2"Spoon 12"with"140110.Wt..30"Ea. Blow N=PJo.of blows to Drdve�Spoon,":"with 14Q Ib.Wt.�Ea.$IOW ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE C THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2