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HomeMy WebLinkAboutPump Station and Force Main Plans Rvcd 3/12/2019 Nwl�...wE.■�IUNSNUS�q,NN� o3j I F NC �A\ A- , V 6 1300 Walt Whitman Road,Melville, New York 11747 Phone 631 300 1010 owner/developer. CONIFER REALY LLC 83 E.Main Street,Suite 600, Rochester, New York 14604 X IL An Site/Civil Consultant AN 151L N I N Nu F R I= 1v N P Am% S C I L PUK/i L K MCL EAN A P.0 LANG ISLAND, NY 437 SOUTH COUNTRY RD., FOR BROOKHAVEN, NEIN YORK 11719 Tel: 631.286.8668 I r E"� W lu VINEYARD VIEW IN E T Am �xD V NORTH ROAD TOWN OF SOUTHOLD, N.Y. 11939 TOWN OF SOUTHOLDw I ... I pwwrm m +^m:mr : nnw; 1 4 4 SUFFOLK COUI&41TY , NEWYORK yl, �`f III w � conifer, r NEAR ESTATE DEYESOEMEN1.CONSTRUCTION i MANAGEMENT seal 01F 4. APPLICANT INFORMATION : \\\ �,, _• U , ,. •'C�•R"1:J issued date description inlet . • :.• •• ,••o�ti ���" COMPANY NAME:...... VINEYARD VIEW, LLC 12/19/2018 GENERAL REVISIONS �0 25 �� on , ` ' 48 �= �'` lar ADDRESS:.................. 1000 UNIIVERSITY AVENUE — SUITE 500 01/18/2019 REVISED PER 1/10/19 SCDHS o �� N3 allCOMMEMT C3 37 LSI INLET . • CITY:... ......... ROCHESTER POND i o :• � ............... 0 'COUNTIi , G i h �� I SHEET I QO . , 1 I , `S+ IC 0 � ; PARK .�°• , - - ` STATE: NEWYOR o Parker Rock is ,/ ,%silver ,.t EE DESCRIPTION O i ' /�/;���/ Lake COV. COVER SHEET • ' - s ZIP CODE:. 14607 o 1hif�res DT a2"� FM1 SANITARY NOTES T- LONG ISLAND SOUND • Zrg /� l v . • • ati�`<; ' NORh+ I _ (Tissued date description � • • FM2 OVERALL SANITARY SITE PLAN —_ •� aste )W t _ d� a e CI 22 : Campgr r atment 'Greenpo •; I H I• FM3 SANITARY SITE PLAN DECEIVE 'o •" , , �� acility High Sc� 'P,I i4 PO FM3B THRUST BLOCK LOCATION PLAN !F 0 29 •'� 1 _'"_..;� ,L -- y '- .� � FM4 SANITARY MAR 1 2 2019 TRY FORCE MAIN PROFILES SITE INFORMATION : _ '• ^` i Green t -'� Tla southold Town FM5 SANITARY DETAILS 1 a Blue• �'�. �. r . 8229Q I Planning Board v 25 1,,1 °� --1% I. 24 BMTOWNSHIP........... SOUTHOLD FM6 SANITARY DETAILS 2 • °� � ° — � 1 '• 1 • rlr°Q 0 I �A FM7 SANITARY DETAILS 3 ••' �"'° - • ' ••• ! FM8 SANITARY DETAILS 4 HAMLET................ GREENPORT WEST 25 FM9 TEST PIT LOGS&SOIL BORING 4-•• T ° r p. • ,o X29 , I FIRE DISTRICT..... GREENPORT 7,11 -L13 . I Asa S.C.T.M. NO........... 1000-040.00-03.00-001 .000 ; �. o _ i �� % ! . ` Pipe$ j ,, fit' title ,. .�- - - ,,;� 17 .,�;� ; 3,;' EI AREA OF SITE...... 748,703 S.F. (17.19 AC) FORCE MAIN PROJECT CURRENT USE..... VACANT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES COVER LOCATION OFFICE OF WASTEWATER MANAGEMENT KEY MAP PROPOSED USE... RESIDENTIAL HOUSING DEVELOPMENT SCALE: 1"=1500'4- These documents have been reviewed and are found to be in compliance with Suffolk County SHEET Sanitary Code requirements based upon 3 ITnforrnation slubar9 ted by t<he applicant. a AMxoved as Noted m Approved as.S CL drawn by: /C)(./-,Ag va �TAPPROVAL DATE REVI F"NGINEER checked by: CFD a 0 ` ;np L Q P?I b o t(— GO J;"? 'R aW•�S scale: AS NOTEDEa '4OF,. omt' locp 0) GtC< cet"kic-QGAns4project number17106.000 p � � � aSM Q hlc Sevo@mt ( ` w o c� AppcaJa L sheet number .- THE EDUCATION LAW OF THE STATE OF NEW YORK p 6PROHIBITS ANY PERSON FROM ALTERING ANYTHING CV 0 G ;;y, �1N THE DRAWINGS AND/OR THE ACCOMPANYING 0 0 ••�,,_,'C ,,,-_. SP TIONS, UNLESS ITS UNDER THE DIRECTION COV0 • bF./► LICENSED PROFESSIONAL ENGINEER, WHERE N 0 r SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE d e tit DRAWING AND/OR IN THE SPECIFlCA LL. (NYS r (NYS ED. LAW SECTION 7209-2) I NOTES: ABBREVIATIONS LEGEND ALIGNMENT TOPOGRAPHY (UTILITIES) TOPOGRAPHY (MISC.� 1. NO CONSTRUCTION SHALL COMMENCE UNTIL THE FOLLOWING CONDITIONSET: 13, STRUCTURAL DESIGN REQUIREMENTS - ALL STRUCTURAL REQUIREMENTS SHOULD BE INCORPORATED A = DELTA ASTM = AMERICAN SOCIETY OF GLL - GRADING UMIT UNE FEATURE SYMBOL ON THE CONSTRUCTION PLANS. THESE DETAILS INCLUDE: REINFORCING BAR SIZES AND BL - BASEUNE TESTING MATERIALS GR. = GRAVEL 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 �... .". 15" AND CORNER DETAILS. ANY DESIGN DETAIL REQUIREMENTS, SUCH AS ABOVE, NOT CC = CENTER OF CURVATURE E = ELECTRIC IN = INCH WITH SEWER DISTRICT REPRESENTATIVES. ) D = DEGREE OF CURVE PAVED ROAD, SH DR., INCORPORATED IN THE DESIGN DRAWINGS WILL HAVE TO BE PROVIDED PRIOR TO CONSTRUCTION. IF DIA = DIAMETER G. - GAS LF = UNEAR FEET DWI'. OR PARK L0T DESIGN DETAILS ARE PROVIDED BY A CONTRACTOR, THEY MUST BE REVIEWED AND STAMPED BY THE G.P. = GUY POLE MAX. = MAXIMUM B A PERMIT TO CONSTRUCT AND DISCHARGE FOR THE WASTE DISPOSAL SYSTEM NEW E = EAST, EASTING MIN. - MINIMUM UNPAVED ROAD, SH'DR. -------- +'� +I ) ( PROFESSIONAL DESIGN ENGINEER. G.V. = GAS VALVE (MAIN UNE) .� `� , ' k � '� YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION) AND AND APPROVAL ELEV.= ELEVATION HYD = HYDRANT MON. - MONUMENT DWY. OR PARK LOT N,A. ---------— if HORIZONTAL CONTROL UNE NM = NON MOUNTABLE TO CONSTRUCT HAS BEEN ISSUED BY THE SUFFOLK COUNTY DEPARTMENT OF L = LENGTH OF CIRCULAR CURVE L.P. = LIGHT POLE ••,�,•... � 14. THE INTERIOR WALLS OF ALL WWTP PROCESS TANKS, THE INTERIOR WALLS OF ALL PUMPING MAG. = MAGNETIC NO. = NUMBER CONCRETE SIDEWALK w CONC SW PUBLIC WORKS (SCPDW) HAS BEEN RECEIVED. LT = LEFT Up = POLE NUMBER STATIONS, THE EXTERIOR WALLS OF ALL PRECAST CONCRETE STRUCTURES INSTALLED BELOW 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 NE = NORTHEAST ST. = STORM SEWER CURB C) THE OWNER OR HIS/HER REPRESENTATIVE HAS NOTIFIED THE ENGINEER IN WRITING WITH A TWO PART EPDXY PAINT. MANUAL ON UNIFORM OF HIS/HER INTENT TO COMMENCE CONSTRUCTION AND HE/SHE SHALL SUBMIT AN NW = NORTHWEST TV = TELEPHONE VALVE BOX TRAFFIC CONTROL DEVICES / / P.C. = POINT OF CURVATURE T = TELEPHONE N&R = NAIL AND RED 1300 Walt Whitman Road,Melville, New York ACCURATE SCHEDULE OF ANTICIPATED WORK PROGRESS AT LEAST 14 DAYS 15. MULTI STORY APARTMENT AND OFFICE BUILDINGS BEING CONNECTED TO SANITARY P.I. = POINT OF INTERSECTION W. = WATER O.C. = ON CENTER FENCE �c �c x x— 11747 CALENDAR DAYS PRIOR TO THE ACTUAL COMMENCEMENT DATE. IF FOR ANY REASON PK = PARKER KALON 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 SHALL BE TRANSMITTED TO THE ENGINEER. WRITTEN NOTICE OF RECOMMENCEMENT P.O.E.= POINT OF ENDING W.V. = WATER VALVE (MAIN UNE) P. = PARCEL CATCH BASIN, ETC. IF7En OTHERWISE APPROVED BY THE ENGINEER, NO MORE THAN FOUR (4) UNITS PER CONNECTION WILL P.O.L.= POINT ON UNE = owner/developer OF CONSTRUCTION TOGETHER WITH A REVISED PROGRESS SCHEDULE SHALL BE BE ALLOWED. P.T. = POINT OF TANGENT PE PROFESSIONAL ENGINEER per. TRANSMITTED TO THE ENGINEER AT LEAST THREE (3) WORK DAYS PRIOR TO THE R = RADIUS PRF = POST & RAIL FENCE _ CONIFER REALY LLC ACTUAL COMMENCEMENT DATE. RT = RIGHT TOPOGRAPHY (MISC.) PWF = POST & WIRE FENCE DIFFUSION WELL (+ ' P = PROPERTY UNE r N.A. 83 E.Main Street,Suite 600, 16. UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL CONDOMINIUM UNITS CONNECTING SEWER S = SOUTH Rochester, New York 14604 DISTRICT SANITARY FACILITIES WILL REQUIRE A SEPARATE SEWER OUTLET FOR EACH UNIT. SE = SOUTHEAST = POUND RCA = RECYCLED CONCRETE 2. ALL WORKMANSHIP AND MATERIAL FOR SEWER CONSTRUCTION INCLUDED INTHE PROJECT STA. = STATION AGGREGATE SPOT ELEVATION 4303.2 +1012 SHALL CONFORM TO THE LATEST REQUIREMENT OF THE ENGINEER'S SPECIFICATIONS FOR SW = SOUTHWEST A O.B.E.= AS ORDERED BY ENGINEER RR. RAILROAD ASPH. - ASPHALT SEWER CONSTRUCTION INCLUSIVE OF ALL REVISIONS AND ADDENDA THERETO. UNLESS T = TANGENT LENGTH R.O.W. = RIGHT OF WAY BENCH MARK N.A. N.A. Site/Civil Consultant T.G.L.= AVE. = AVENUE THEORETICAL GRADE UNE 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 BULB�G INOUS ASPHALT SHLDR. = SHOULDER BASELINE POINT N.A. L� REVISIONS OF THE SPECIFICATIONS FOR SEWER CONSTRUCTION, THE INTERPRETATION AND BM = BENCH MARK SQ-F. = SQUARE FEET . . RULINGS OF THE ENGINEER SHALL BE BINDING. ST. = STREET A. SCOPE: BR. = BRIDGE STK = STAKE POINT ON UNE (POL) N.A. o BOW = BACK OF WALK 3. PRIOR TO THE INCORPORATION OF ANY MATERIALS OR EQUIPMENT INTO THE WORK, FIVE (5) THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND DETECTABLE MARKING TOPOGRAPHY (DRAINAGE) C = CENTER STY. = STORY S.W. = SIDEWALK COPIES OF SHOP DRAWINGS, CATALOG CUTS CHARACTERISTIC CURVES, TEST RESULTS, TAPE ALONG ALL SEWER LINES, FORCE MAIN AND HOUSE CONNECTIONS. CA = CONTROLLED ACCESS REE UNUNE NORTH ARROW (TRUE) TR T.L = T PERFORMANCE DATA, ETC. AS MAY BE REQUIRED BY THE ENGINEER SHALL BE SUBMITTED B.O. = BOTTOM OF OPENING C.C. = CENTER TO CENTER BTM = BOTTOM CLF CHAIN UNK FENCE TO THE ENGINEER DEPARTMENT OF SANITATION. NO MATERIAL OR EQUIPMENT SHALL BE B. MATERIAL: BC - BOTTOM OF CURB ClR -_ CLEAR U.S. = UNITED STATES BUILDINGS 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 CB = CATCH BASIN CONC. = CONCRETE X-CUT = CROSS CUT I I L K MCLFAN A880CIATESE P.C. TAPE SHALL BE RESISTANT TO ALKALIS, ACIDS AND OTHER DESTRUCTIVE ELEMENTS. THE AND APPROVED, IN WRITING BY THE ENGINEER. TAPE SHALL BE GREEN IN COLOR, 3" MIN. WIDTH, MARKED WITH THE WORDS, "CAUTION - C.O. = CONCRETE PIPE= CURB INLET' CONST. = CONSTRUCTION PROPERTY LINE N.A -- LONG ISLAND, NY " CPP = CORRUGATED POLYETHYLENE PIPE CONT. = CONTINUED 4. SANITARY GRAVITY LINES SHALL BE LAID A MINIMUM DISTANCE OF 10 HORIZONTALLY AND SANITARY SEWER". THE WARNING SHALL BE REPEATED EVERY 16 -36 . DIST = DISTANCE ROW UNE 437 SOUTH COUNTRY RD., .. DIA. = DIAMETER DWY = DRIVEWAY HIGHWAY BOUNDARY N.A. BROOKHAVEN, NEW YORK 11719 1.5' VERTICALLY BELOW ANY EXISTING OR PROPOSED WATER MAIN. C. INSTALLATION: D.I. = DROP INLET EA. = EACH Tel: 631.266.8668 ELEV.= ELEVATION E.S. - EDGE OF SHOULDER CONTOUR -------sr,-------- 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 ALL SEWER LINES, FORCE MAINS AND HOUSE CONNECTIONS IN ACCORDANCE WITH ENGINEER ABOVE THE CROWN OF THE PIPE, THE ROLL TAPE IS MOUNTED TO A WHEEL AND SPREAD LB = LEACHING BASIN EXP = EDGE OF PAVEMENT LP = LEACHING POOL EXIST. = EXISTING PHASE UNES SPECIFICATIONS FOR THE SAME. ABOVE THE PREPARED SURFACE AS STRAIGHT AS POSSIBLE. THE TAPE IS HELD IN POSITION MH = MANHOLE F.P. = FENCE POST N.A. BY ADDING BACKFILL MATERIAL WITH HAND SHOVELS BEFORE USING MECHANICAL EQUIPMENT FND. = 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 FT = FEEr FRESHWATER WETLANDS _ —•—•— UTILITIES (INCLUDING EXISTING SEWERS) BY FIELD INVESTIGATION. THE CONTRACTOR IS AN OLD ROLL WITH THE USE OF MANUFACTURER SUPPLIED CUPS TO ALLOW ELECTRICAL RIM = STRUCTURE RIM ELEVATION GAR = GARAGE VINEYARD VIEW RESPONSIBLE TO DETERMINE THE ADEQUACY OF ALL EXISTING TO ACCEPT CONNECTION OF CONTINUITY. TC = TOP OF CURB CHAINLINK FENCING —X x THE PROPOSED WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY CONFLICTS BETWEEN THE IF THE SEWER LINE OR HOUSE CONNECTION DOES NOT END INTO A MANHOLE, THE TAPE WETLAND NORTH ROAD EXISTING UTILITIES AND THE PROPOSED WORK, AS WELL AS, ANY INADEQUACIES OF THE N.A. Wcz 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 UNEWOODS BY THIS WORK, TO THE CONDITION AS BEFORE THE WORK COMMENCED. SHRUBS N.A r... 8. DURING CONSTRUCTION, A REPRESENTATIVE OF THE ENGINEER MUST BE PRESENT TO I, l OBSERVE AND EXAMINE THE WORKMANSHIP AND MATERIALS BEING INCORPORATED INTO THE SANITARY NOTES: TREES, DECIDUOUS O h g PROJECT. THE DEPARTMENT SHALL BE THE SOLE JUDGE AS TO WETHER THE CONSTRUCTIONPROVIDED IS THE COURSE IOFCOMPLIANCE THE CONSTRUCTION THE THAT THE WORK ISREQUIREMENTS. UNACCEPTABLE,CE TABLEMA STOP DURING 1. LKMA SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS AND TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE TREES, CONIFEROUS ��` WORK ORDER WILL BE ISSUED AND ANY WORK AFTER THE ISSUANCE OF SUCH ORDER SIGNS. r. �.. '7_ SHALL NOT BE APPROVED BY THE ENGINEER. UNAPPROVED WORK AND/OR MATERIAL CONTRACOTOR TO CARRY OUTTTHE WORKAICNOACCORDANCEEWITHORTH� CONTRACT DOC�MENTS. UTILITY CONTACTS: GROUND MTD -.• I s � ¢ SHALL BE REMOVED AND REPLACED TO THE SATISFACTION OF THE ENGINEER BEFORE SANITARY: VILLAGE OF GREENPORT OFFICES SANITARY FORCE MAIN —rN 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 IATUX 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. if b 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 2C HOUSE CONNECTION �` 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 YAPHANK, NEW YORK 11980 1 SANITARY MANHOLE :i; N.A. �./ 1 con 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 AUTHORITY WEAL ESTATE DEYEIOSMEMT•COMSTROCTIOM A MANAOTMEMT CONTRACTOR SHALL ERECT AND MAINTAIN ADEQUATE FENCING AROUND ALL OPEN EXCAVATIONS. OF CONSTRUCTION. 260 MOTOR PARKWAY UNDERGROUND _E _ E HAUPPAUGUE, NEW YORK 11787 ELECRTIC 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 - TO THE SATISFACTION OF THE (ENGINEER. SUFFOLK COUNTY OR A SPECIFIED HEREIN, LATEST EDITIONS. GAS: NATIONAL GRID TELEPHONE 1393 VETERANS MEMORIAL HIGHWAY seal -. 8 GAS YORK NEW, Y1178MAIN/SERVICE —�—� G�- _- t IEI/t A. THE SYSTEM SHALL BE SUBJECTED TO TESTING TO ESTABLISH THE ADEQUACY OF INDIVIDUAL 5. INSTALLATION OF THE ELECTRIC SERVICE IS THE RESPONSIBILITY OF THE CONTRACTOR, BY HAUPPAUGUE �®� _ COMPONENTS AND OF THE OVERALL SYSTEM'S ABILITY TO MEET THE REQUIREMENTS OF THE WHICH ALL WORK SHALL CONFORM, AS A MINIMUM TO THE REQUIREMENTS OF PSEG U. ELECTRIC: LONG ISLAND POWER AUTHORITY SCWA WATER MAIN ���' E Y.�J G. ',!,'�� APPROVED CONTRACT DOCUMENTS. ALL ACCEPTANCE TESTING SHALL BE PERFORMED AT NO COST TO 1650 ISLIP AVENUE EXTENSION 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 3 DULY 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 AS TO THE ADEQUACY OF THE ITEMS TESTED AND DEFECTS SHALL BE CORRECTED TO THE PSEG L.I. o SATISFACTION OF THE ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR 460 E MAIN STREET DRAINAGE STRUCTURE THE INSTALLATION OF ALL UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHOGUE, NEW YORK 11772 �� i =�: : 1'''� viMEETING ALL FOR PRE-CONSTRUCTION OF ANY SANITARY SYSTEM FROM ALL GOVERNING 0 B. REPRODUCIBLE "AS-BUILT' RECORD DRAWINGS OF THE COMPLETED SEWAGE COLLECTION SYSTEM UTILITYPOLL N.A. �LVL 47 r�Y}<.',135 �� 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 ORNYT 47 ° TELEPHONE: VERIZON Z LICENSED NEW YORK STATE LAND SURVEYOR AND MUST SUPPLY A SUITABLE PERMANENT MUNICIPAL AGENCIES HAVING JURISDICTION. THE CONTRACTOR SHALL COORDINATE THE 501 N. OCEAN AVENUE TRAFFIC SIGNAL HEAD N.A. ~ ? t RECORD OF THE EXACT LOCATION AND ELEVATION OF SEWER LINES, STRUCTURES, STUBS, HOUSE REQUIRED UTILITY AND MUNICIPAL INSPECTIONS. C CONNECTIONS, WYES AND APPURTENANCES. "AS-BUILTS" SHALL BE PREPARED IN ACCORDANCE WITH PATCHOGUE, NEW YORK 11772 4� to ENGINEER STANDARDS FOR "AS-BUILTS" DRAWINGS FOR SEWER CONSTRUCTION AND MUST BE INK ON S. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND SIGNAL POLE N.A. 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 PUBUC WORKS 12/19/2018 GENERAL REVISIONS LL_ AND FEDERAL LAW AND APPLICABLE CODES. 335 YAPHANK AVENUE SIGNAL CONTROLLER N.A. UJI C. REPRODUCIBLE "AS-BUILT' RECORD DRAWINGS OF THE COMPLETED SEWAGE WORKS SHALL BE 9• ELEVATIONS REFER TO NAVD88 DATUM. YAPHANK, NEW YORK 11980 TRAFFIC PULLBOX N.A. 01/18/2019 REVISED PER 1/10/19 SCDHS SUBMITTED TO THE ENGINEER. "AS-BUILTS" MUST INCLUDE, BUT NOT BE LIMITED TO SITE PLAN, OPERATION AND MAINTENANCE MANUALS SCHEMATICS AND ELEMENTARY DRAWINGS OF ELECTRICAL, PUSHBUTTON N.A. I LL-1 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 LICENSED PROFESSIONAL ENGINEER, AND MUST BE INK ON MYLAR OR EQUAL DRAFTING MEDIA, NECESSARY TO REMOVE ANY EXCAVATED OR DEMOLISHED MATERIAL. PUSHBUTTON POST N.A. r0 AND/OR DIGITAL, AS REQUIRED BY THE ENGINEER. 0 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS TO ALLOW FIRE HYDRANT 0 D. A "CERTIFICATE OF COMPLIANCE" FOR ALL MATERIAL, WORK AND EQUIPMENT INCORPORATED FOR CLEARING AND GRUBBING OF THE SITE. INTO THE PROJECT MUST BE SUBMITTED TO THE ENGINEER BY THE PROJECT ENGINEER. THE GAS VENT N.A. G�NT 0 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 V_ BELOW THE TRENCHES IN ORDER TO INSTALL STRUCTURES AND PIPINGWATER. THE CONTRACTOR WILL PROVIDE DEWATERING SUFFICIENT TO LOWER THE TABLE. THE CONTRACTOR UTILITY POLE/LIGHT N.A. tion Issued date description 11. ALL MATERIALS AND METHODS OF CONSTRUCTION MUST COMPLY WITH THE TECHNICAL SHALL INCLUDE THE COST OF DEWATERING IN THEIR PRICE BID. SIGNAL POLE W/ Tiv� p rn SPECIFICATIONS FOR THE CONSTRUCTION OF BUILDING SEWER CONNECTIONS. CONTROLLER N.A. f c 13. FOR GRAVITY SEWER LINES PLACED IN GROUND WATER, THE SEWER PIPING SHALL BE TRAFFIC CONTROL BOX N.A. C 3 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 PRIOR TO OPERATION. THE MAXIMUM LEAK RATE IS 1/4- IN 8 HOURS. UTILITY POLE/GUY WIRE N.A. METHOD I 14. ALL PUMP STATION CONTROLS SHALL BE LOCATED WITHIN NEMA 4X ENCLOSURE THAT IS WATER VALVE N.A. WV (A) FORCE MAINS SHALL BE SUBJECTED TO A PRESSURE TEST OF TWO HUNDRED (200) PSI FORA PLACED WITHIN ANOTHER NEMA 3R BOX. MANHOLE N.A. M,H. 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, GV n AND ALL DEFECTIVE PIPE, COUPLINGS AND FITTINGS WILL BE REPLACED BY THE CONTRACTOR AT UTILITY VALVE N.A. / HIS EXPENSE. SITE LIGHTING (B) THEN THE FORCE MAIN SHAEA ILL BE TESTED FOR LEAKAGE AT SEVENTY-FIVE (75) PSI FORA aD O® A. DIRECTION OF FLOW N.A. rn PERIOD OF SIX (6) HOURS, MEASURED AT THE LOWER END OF THE SECTION. AT SUCH (SANITARY LATERALS) �W PRESSURE THE LEAKAGE SHALL NOT EXCEED FORTY-SIX (46) GALLONS PER INCH DIAMETER PER MILE PER TWENTY-FOUR (24) HOURS. ALL NECESSARY PUMPS, GAUGES AND N OTHER APPARATUS WILL BE FURNISHED BY THE CONTRACTOR. IN THE EVENT THAT THE title a� FORCE MAIN FAILS TO MEET THE LEAKAGE TEST, THE CONTRACTOR, AT HIS OWN EXPENSE WILL iz LOCATE AND REPAIR THE DEFECTIVE PIPE OR JOINTS UNTIL THE LEAKAGE IS WITHIN THE ALLOWABLE LIMIT. SANITARY METHOD II � FORCE MAINS SHALL BE SUBJECTED TO A PRESSURE TEST OF TWO HUNDRED (200) PSI FOR A NOTES to PERIOD OF TWO (2) HOURS MEASURED AT THE LOWER END OF THE SECTION. AT SUCH PRESSURE THERE SHALL BE NO LEAKAGE LOSS. ALL NECESSARY PUMPS, GAUGES AND OTHER APPARATUS WILL BE FURNISHED BY THE CONTRACTOR. IN THE EVENT THAT THE FORCE MAIN FAILS TO 3 MEET THE LEAKAGE TEST, THE CONTRACTOR AT HIS OWN EXPENSE WILL LOCATE AND REPAIR THE DEFECTIVE PIPE ON JOINTS UNTIL THERE IS NO LEAKAGE LOSS. a� 0 v drawn by: R C :� �- - checked by: CFD MAR 12 Z019 2 scale: AS NOTED �_ld_, a n" �SouthoTawn N ac Planning Boar p project number 17106.000 M om a� I C9 sheet number 0 THE EDUCATION LAW OF THE STATE OF NEW YORK 0 0 PROHIBITS ANY PERSON FROM ALTERING ANYTHING 04 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING N 0 OFA�LICENSED UNLESS PROFESSIONAL�ENGI�,DIRECTION PROFESSIONAL FMI N ENGINEER MUST SUCH ALTERATIONS GN.SEAL,MADDATEEAND DESCRIBE e^- THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION U_ d (NYS ED. LAW SECTION 7209-2) SITE DATA: I EXISTING SANITARY PROPOSED 2"0 DR-11 HDPE Inlet ' o +�-❑ � CSYOSTEEM TO SANITARY FORCE MAIN on •' .o�'� _�O r TOWNSHIP: SOUTHOLDRECEIVED ti 37 - 4e 1a al HAMLET: GREENPORT WEST , 9 a AR 1 2 201 ill Rol, INLET , • ,- FIRE DISTRICT: GREENPORT 'ouCOUNTY, + 427 ' PROPOSED SERVICE ld Town �' POND ; POo��, ; \ G� 1� ill c � - Planning Board a O , PARK , ,-P ►� �. C S.C.T.M. NO.: 1000-040.00-03.00-001.000 CONNECTIONS (TYP.) Parker Rock is , 1�Qo• �+ ,>9 lver M� C1 i t � � �+a o ;�,, Lake sT AREA OF SITE: 748,703 S.F. (17.19 AC) a n U, fol e ► ooreg z SITE ZONING: HD HAMLET DENSITY)Ir NOP i, ' `R ay o . re 111 0. t g� TM == '1 ; ' '� 4� ' aste p Wat �_J _ I�<- a e INTENDED USE OF PROPERTY: RESIDENTIAL RENTAL UNITS r`, fir' o, 0 22 M. Campig Tr tment -Greeapo i I H I• �. _� _ .._ _. _ ._ I ' 1 tY ac High Sc i �° �¢ PO' DATUM: NAVD88 & NAD83 1300 Walt Whit � man Road,Melville, New York Ll 11747GROUNDWATER MANAGEMENT ZONE: IV Phone ' • •' _ Green „4 Phone 631300 1010 Blue• t g2t9 1 O❑ DEPTH TO GROUNDWATER: 8 ± u 93 � I .► ,�, 1 �-- ❑� owner/developer w er developer. 24 , 94* I uE 1 SBM 4 sr�ll z5 ❑� LAI 0 CONIFER REALY LLC ❑ c` p \ _ 83 E.Main Street,Suite 600, „ r� ' ..• ��o `�� Rochester, New York 14604 Q " 3 • �._ 25 ❑ SANITARY CALCULATIONS: 3 �' `' `r' -- ~� 'q �` •• :� ` ��9 :=• - +`' DESIGN FLOW Site/Civil Consultant `' r , 'o-.``o - v _ e , PC 36 TWO-BEDROOM UNITS AT 225 GPD/UNIT = 8,100 GPD O _ r• r',y `, r am Emas ,- `1 aar, �, • �'' aNR Tmam ti' �> ; ILL: �❑ ,; n -. •=� /� n 14 THREE-BEDROOM UNITS AT 300 GPD/UNIT = 4,200 GPD T. 2,466 NON-MEDICAL OFFICE SPACE AT 0.06 GPD/SF - a0 �• PROJECT / F - 148 GPD 3 1 .I v0,_/!- _ TM �.�. KEY MAP LOCATION I ® o SCALE: 1"=1500'± TOTAL SANITARY FLOW = 12,448 GPD TES, P.C. L K McLEAN A830CIA LANG ISLAND, NY 3 = �® ❑ DESIGN SANITARY FLOW (ROUNDED) = 12,500 GPD 437 SOUTH COUNTRY RD., l „�¢ys , • „oaac�/s .w+�,e±'s",wAsne '1 p, BROOKHAVEN, NEW YORK 11719 Tel: 831.266.8688 „» •� 8.68 GPM 0 • `r' `r / . ! z POPULATION: ❑ •-- I " ---- -- 12,500 GPD - 75 GPD/CAPITA = 167 CAPITA - „; ` P = 167 CAPITA - 1,000 - 0 17 I _ - VINEYARD VIEW SANITARY NORTH ROAD rt- PEAK FLOW RATE: MANHOLE N0. 1 TOWN OF SOUTHOLD N.Y. 11939 • ,�, � TWO (2) FIXTURE LIGHT POLE WITH 8"0 PVC DR-18 (SMH 1) Ia TWO (2) 150 WATT GRAVITY LATERAL A OP PEAK FLOW RATE FACTOR (PF) = 1+[14 . (4+P-0.5 = 4.18 CONTRACTOR (TYP.) LAMPS BY SITE 0 0.5% SLOPE T EL 22.80 }� ag2� 4.18 X 12,500 GPD = 52,250 GPD , INV. EL u - ----- 11.82 = k , 37 GPM NOTES: 1. ALL HOUSING L APARTMENTS. - H UNITS TO BE RENTAL INV. EL ❑„ . ,F , 8 0 PVC DR-18 11.72 a GRAVITY LATERAL A --� .. 1 " NATURAL GAS \ 0 0.5% SLOPE r� 22y °p•, a' SERVICE TO - ' `�>3 /a 6s GENERATOR . y carp e r PROPOSED SANITARY REAL ESTATE OEVEtOPMENT•CONSTRUCTION L NIANA6ENIENT PROPOSED 8"4i DR-18 PUMP STATION SEE DETAIL x x x x x x x x _X_X _X_X x x x x X--Xx x x PVC SANITARY SEWER ON THIS SHEET LATERALS (TYP.) LEGEND: " - '-'--'--' •'- -' '-'-- x seal INV. EL OVERALL SITE PLAN WITH METES AND BOUNDS _ _ I 11.67 EXPLOSION PROOF INTAKE r PROPERTY UNE PUMP CONTROLS \ " •`P r �1 G. t�Q .\ SCALE: 1 -100 AREA VENTILATION FAN 1.0 SP S rr Al FN PROPOSED SANITARY FORCE MAIN UNE " o G'a" " MIN. ® 540 CFM MIN. J HP -1 G0Ga00 . . 2-2-2- PROPOSED SANITARY GRAVfIY UNE -�-�- -••--�- o"oGOGa 1'a0a0aa 10, 208V ® 1,725 RPM, a a a o a o a KA IU KA OU IU IU Ju OU SU OU OU IU OU G a o WITH WEATHER ENCLOSURE ,E O J 6 O s C G G AS MANUFACTURED Bti! O a o n a a a o s � e EXISTING BUILDING o 0 0 o 0 o x �L j„ o�,o a o aaaooa PLASTEC 20Or v • • INV. EL4" SCH 80 / > PROPOSED BUILDING x 17.00 2*0 HDPE DR-11 PVC VENT FORCE MAIN tv -0.06% SLOPE ,•\ issued date description TABLE OF PROPOSED SANITARY STRUCTURES • s '� a� r e " PROPOSED 12/19/2018 GENERAL REVISIONS PROPOSED SANITARY PUMP - GENERATOR LA_ STRUCTURE 14' WIDE } STATION WITH INTEGRAL AREA � NUMBER DESCRIPTION STATION TOP INVERT DOUBLE VALVE VAULT BOLLARD s ELECTRIC 01/18/2019 REVISED PER 1/10/19 SCDHS GATES TYP. 1" YARD DISTRIBUTION AREA x COMMENTS 0 WET WELL 0+00 LAT A; FM 0+00 23.76 NE 11.67; NW 17.00 TOP EL 22.76 (TYP-) ��T s • + (SEE SHEET SA6 FOR DETAILS) STAINLESS o SMH 1 MANHOLE 0+16 LATA 22.80 SW 11.72; NW 11.82 STEEL PORTABLE ,E I 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 o --It IT -c ---c-s -s--c--c--�--� - --s-c--{--c---c---c-c-;--s--s co SMH 4 MANHOLE 2+26 LAT A 22.76 NE 15.00; SW 13.00; NW 13.10 x x o SMH 5 MANHOLE 4+10 LAT A 22.36 SE 14.09; SW 14.09 ENTIRE PUMP STATION SITE TO BE PAVED 6' HIGH CHAIN SMH 6 MANHOLE 4+64 LAT A 23.14 NW 14.45; NE 14.35 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 " .` SMH 9 MANHOLE 9+25 LAT A 23.14 SW 16.90; SE 17.00 ,❑❑ *f � PRIMARY ELECTRIC FEED x 1 RPZ DEVICE SMH 10 MANHOLE 9+64 LAT A; 0+00 LAT 10 22.42 NW 17.14; NE 17.24 ' TO TRANSFORMER o SMH 3-1 MANHOLE 0+71 LAT 3 24.99 SE 19.99 - x z--_-x_-_-x---__-_z__ _._._xW_-X- x x x x x x x x x x x x x x BUILDING DATA TABLE SMH 10-1 MANHOLE 0+59 LAT 10 22.51 SW 17.51 0 BUILDING FINISH FLOOR # OF GROSS # OF SMH 3B MANHOLE 1+83 LAT 3; 0+00 LAT 36 23.15 NE 12.84; SE 12.74; SW 14.75 PROPOSED 1"0 WATER SERVICE /� ELEVATION STORIES FLOOR AREA UNITS SMH 3B-1 MANHOLE 0+40 LAT 3B 23.22 NW 18.22 �� TAP 0 1 23.25 2 6,022 SF 6 , �```� 1z 2 23.25 2 6,161 SF 6 TABLE OF PROPOSED FORCE MAIN STRUCTURES / '•� tet.` SANITARY PUMPING STATI 0 N 3 23.25 2 6,161 SF 6 STRUCTURE PROPOSED SITE PLAN 0 4 23.25 2 3,123 SF 3 NUMBER DESCRIPTION STATION TOP INVERT SCALE: 1"=5' / 5 25.15 2 3,123 SF 3 cn - WET WELL FM 0+00; 0+00 LATA 22.76 NE 11.67; NW 17.00 title 1z 6 23.25 2 3,657 SF 4 CO 1 FM CLEAN OUT FM 0+54 22.61 SE 16.97; N 16.97 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 o C.C. 29.00 1 2,649 SF - CO 3 FM CLEAN OUT FM 2+23 22.71 SW 16.86; NW 16.86 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 SITE PLAN m TABLE OF SANITARY HOUSE CONNECTIONS 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 CO 6 - (REMOVED) - - NUMBER STATION OFFSET/SIDE INVERT DESC, INVERT DESC. OUTSIDE OF PIPE v CONNECTION INVERT INVERT AT BUILDING UNITS No. STATION AT BLDG. SANITARY LATERAL SERVED SERVED 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' 3 1 3+47.62, LAT A 18.75 13.69 4 CO 7 FM CLEAN OUT FM 6+46 27.39 SE 21.91; N 21.99 5 8+74 LATA 0' 16.62 8" DR-18 19.39 18" HDPE 1.93' - AIR RELEASE MH FM 6+78 28.26 S 22.89; N 22.89 0 2 3+48.10, LATA 18.75 13.69 4 CO 8 FM CLEAN OUT FM 6+96 27.54 S 22.35; NE 22.24 3 5+01.26, LATA 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 OFFS IDE INVERT DESC. INVERT DESC. OUTSIDE OF PIPE checked b - DRAIN MH FM 8+39 23.15 SW 16.74; NE 16.74 Y CFD a 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 E n`_ 7 8+92.70, LATA 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 o CO 13 FM CLEAN OUT FM 1 Q+01 29.75 SE 24.35; NW 24.52 project number. 17106.000 Vii in- 9 0+62.24, LAT 3 20.65 19.43 5 0 10 0+62.68, LAT 3 20.65 19.46 5 TABLE OF PROPOSED WATER/DRAINAGE CROSSINGS 0 TABLE OF PROPOSED SANITARY/WATER CROSSINGS CROSSING WATER PIPE DRAINAGE PIPE CLEARANCE BETWEEN 1 11 0+34.53, LAT 3B 18.75 17.92 7 CROSSING LOCATION sheet number rn`� 12 0+34.71, LAT 3B 18.75 17.94 6 CROSSING CROSSING LOCATION SANITARY PIPE WATER PIPE CLEARANCE BETWEEN NUMBER INVERT DESC. INVERT DESC. OUTSIDE OF PIPE p 9 BETWEEN BLDG'S 4 do 5 (SEE SHEET SA3) 16.78 4" SERV. 18.71 12" HDPE 1.50' 0 0 13 0+35.86, LAT 3B 18.75 18.05 7 NUMBER STATION OFFSET/SIDE INVERT DESC. INVERT DESC. OUTSIDE OF PIPE N 1 7+04.70 LATA 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' 14 0+36.12, LAT 3B 18.75 18.08 6 FM 2 N 0 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' 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' 11 B NE. OF BLDG 3 (SEE SHEET SA3 17.39 4" SERV. 19.53 12" HDPE 1.71' 0-/ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES a LATERAL 10 CO 11 LATERAL A 55'-4" 8"0 SMH 5 STA. FM 8+92 34'-5" 8"0 DR18 ® 0.5% RIM 23.22 DR18 ® 0.5% STA 0+00 LAT 5 STA. 4+10 LAT A SW INV 18.15 ` N INV 18.22 SMH 10-1 SMH 10 RIM 22.36 SMH 9 STA 0+59 LAT 10 STA. 0+00 LAT 10 SE INV 14.09 CO 4 FORCE MAIN STA. 9+25 LAT A RIM 22.51 STA. 9+64 LAT A SW INV 14.09 28'-10" 2"0 RIM 23.14 SW INV 17.51 RIM 22.42 NE INV 13.99 STA. 2. 3+99 3 RIM 22.31 HDPE SW INV 16.90 N I SE INV 16.75 CO 12 SE INV 17.00 NE INV 17.24 SW INV 16.75 I SE INV 17.24 STA. FM 9+21 � u ( � � �, �, , N ��N-�� .� ^- �-,�,_� � � L�` �: � SINV18.44 `> 3 ,. � V 6 RIM 24.75 �. ei`�`=�- � "' t - .`,`` ._- ```' y.,• � - �.6•U�' LATERAL A a. ti.w.-..._ _._._.._.._ ` 1$0'-2" $"f� 1300 Walt Whitman Road,Melville, New York / OSWALE/ •ry --� 74 ``` (� \ 11747 NW INV 18.46 �� ` l I r- yRMWgTER RETE/yry � \ AREASW4 / - J- - _ O \ DR18 ® 0.5% FORCE MAIN �' Phone 631300 1010 35P-2" 2"0 ,.� owner/developer HDPE CONIFER REALY LLC FORCE MAIN 83 E.Main Street,Suite 600, CO 13 Z I I �a _ T \ / „IJ Y`� �e 176'-2" 2"0 Rochester, New York 14604 J STA. FM 9+56 ¢ w al i `' HDPE CZ) I 1 RIM 27.08 _ Q ti I ( IU)K RA(N �` -- `1 ` p Site/Civil Consultant b _ SE INV 18.71 o a W O 2 10 I t �R DEN N' BLDG.1 PEC j `� ♦ . NW INV 18.71 W; I I� I I I RETE FIN.R r • ?, �''y t Z I ( I I N . FIN.FLR.E =23.25' ��� \ S w3 GROSS AREA 5,415 SF i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FORCE MAINCY `, HDPE / TIE INTO EXISTING ? �' �y - // �, \N\ THRUST BLOCK LEGEND SANITARY MANHOLE � op <, \ -� ?4 , �: _--_ _ - _�_-- �--f 1 � � ,, ,, „� , -,�? � ♦ SEE DETAILS L K McI�AN ASSOCIATES, P.C. STA. FM 10+41 �-� �-� �, I 4 , � ,�' ��t � ♦ %` \ ( ) LONG ISLAND. NY l ' \ / r _ _ 437 SOUTH COUNTRY RD., ,_ TP J \ \ SMH 4 FLAGGED WETLANDS (EXISTING) RIM 34.07 , I .-� / �; •`, � ` �� � `\ �__� eRooKHAVEN, NEW YORK 11719 (PROP) SE INV 31 .00 3V BA D ! �`•; y.-% `,r, / (DROP M.H.) OF Tel: 631.286.8668 STA. 2+26 LATA ( OCTOBER 17, 2017) co FORCE MAIN �°c N �o I ,., .. ` ... j \ � �, � �... , �_ 111: / ��,, � RIM 22.76 52'-11 " 2"0 ¢ =O I ( N \ `�' ` % 1 6, -1a- �� SW INV 13.00 -- PROPERTY LINE HDPE J M N ` 1 ♦ - NW INV 13.10 ,� N �. ti" �` i / , ♦ -�••- PROPOSED WATER MAIN EASEMENT VINEYARD VIEW RAIN MH (DMH-2) _ ?a1� '� --- -.- �" F \ CO 3 NORTH ROAD STA. FM 8+39 I \ �_ -- -- - � � ,� STA. FM 2+23 PROPOSED CONTOUR RIM 23.15 �� t '� 10TOWN OF SOUTHOLD N.Y. 11939 - ` '`� _`�__. _ I- �� ` '� RIM 22.71 SW INV 16.74 a `` i ti SW INV 16.86 NE INV 16.74 FORCE MAIN (ti ` �' :' NW INV 16.86 - -11 .0 - - EXISTING CONTOUR 24t-7" 2"O 3 ` r BLDG,2(TYPE B) ® � , / ° 4 '` HDPEN y FIN.FLR�EL.=23 951 __ __ / �' ' N GROSSARErA=5,537 SF(2-SM ; '' / / \ , LATERAL A PROPOSED CONCRETE CURD m CO 10 -'22 DR18 ® 0.4% STA. FM 8+14 :► . �_/° / �' ,,, RIM 23.32 " ,, „i `�, ,.� ,� �, / � 4.� `� � ` PROPOSED CHAIN LINK FENCE z --- -- - , �� _, %� '� s : SMH 3B SW INV 17.69 = I ._may _ _ _ __ _ -sr k PROPOSED CONCRETE SLAB `' - / - cr=: , �d! _` F�- , i-- - - \Y �( RAF RMw ENj' `� ,' (DROP M.H. C ` NE INV 17.58 t' `y .. ,� ) / n� • r• ---_ `` ""OV r�� ) 2 ,� STA. 1+83 LAT A x �� _• .` . �,,. ' . J ... .,. _ ..__-,,, ,�-r-'' `_ 2 RIM 23.15 FORCE MAIN ? .� 2� •�. w} �,_1..: `-/ � �. ,, i �_ _ _.�, 'i, RAJ \ �' .�~r� PROPOSED TREE LINE " " j, M �` 24 -. \ a� � Ir- , . �, �- -- \ SW INV 12.75 15 5 2 !� Z � � t` 24 + � ��;,_ \ �'.�u 4'�.�.'.�,��`'zj, ``�` -� ;- (r - 22 ; `.._--._ Z�-- - .,� 2..,,�.... � �, '\ HDPE I _.t ,,, .�• c, < �4 .0�,` - Wif; `a NE INV 12.85� �,c { � - --- SOIL BORING/TEST PIT Q ,.J CJ �\ �._1 V .-. rP 6 r,1 ?�( ``�'3-�;,,.,, r \I r ```' T SE INV 14.75 TP- LOCATION _ CO �+ ' y` r y ( Conifer L C0 0 t 222 ; -� �I i i EFAF FFTAfE DEYEFO►PENT,[OIfFTt6CT10N!YA YA6E YEMT `^l GL -� LATERAL A STA. FM 7+99 / 3 Q } I ` I -�_: `� � �-�, _ ,, -� i,C �_- �� � RIM 23.75 = , ``�, ' ,� �`�� •."'.. �,_, ,,: ;, �. � ,_1 53 -10" 8"4s PROPOSED SANITARY MANHOLE SW INV 18.30 U „ y6 1 _ y `•y _ BLDG.3(TYPE B) ,_ BLDG.a A N ! DR 18 0 0.4% STRUCTURE (SEE PLAN) _ I I I �. . �, IN. L I T l seal NE INV 18.19 a �, x .,,`\ _ , t� F F ,_1 N -, �� l�� FI1 FLR- �,.,.1,. ®'� 23. Ni B G.6 P f l LATERAL 3B (�� ` 23.25' -. ARE =287 F ' / FIN.F " " PROPOSED SANITARY FORCE � ,.� LATERAL A I I „ �' G OSS V-1" FE q 3 v~j 11 � � G)IOSS AREA= `_ ,, �0~` 2- r' � I _ r E TORGA 40 0 8 ° MAIN CLEAN OUT c,, ,vi.� 205 -1 8 a Q ti ?S l i ti 5,537 S. F(2-STY) "a y. J I OSS2AR ETE o DR 18 0 8.7% DR18 ® 0.5% 1_. \ '� a :k 31s SF 32 y a ��' • $ r�sJ...:.. SMH-36- --s PROPOSED SANITARY LINE a FORCE MAIN 1 ® `\ � ,�;'� \ \. „ ' `1 1 (GRAVITY) 102'-9" 2"0 oo ° J STA. 0+40 LAT 3B :'. co ® • .� w` \ ® 4/ �), �'` ` , � rv=� -za>} - .�` - NW INV 23.22 HDPE _ .. �, 1 _� - - u / v ;�' I .,i�;:,.f in N ,. ! • /i I TP- a `•- -rn PROPOSED FORCE MAIN LINE .• I , ..tip. _ _ r issued date description C 407)CID 8 in STA. FM 6+96 3 `��' �' - - FORCE MAIN \ _ i; PROPOSED SANITARY LATERAL 12/19/2018 GENERAL REVISIONS � RIM 27.54 -3 - - � '" :- .--z �" `�" : _ 2 �'°` _ T T HDPE 162'-4" 2"� TO PROPOSED BUILDING 1 of a+ ? % 01/18/2019 REVISED PER 1/10/19 SCDHS , S INV 22.35 `� >:3 X \ „ - 7 _._ SANITARY SERVICE CONNECTION COMMENTS NE INV 22.24 ) �; 2 n_=•--n= - -- FIN. EL.= 9.0' �, ��-,�- , ♦ # _ ti° 5 / LATERAL A C o FIRE PUMP STATION / OSS AR _ 24 , N `% 28 _ BLDG. 50f-6" 8 ® ® �"ol PROPOSED DRAINAGE 3 2sassF - j;e - _ -�22� DR18 ® 0.5% f � 1S , � TP 3 FIN.FLR. �'" STRUCTURES o (SEE UTILITY PLAN) E8 �'`/ �` -- `� EL.= o a y ��N ARD V ' BIaSW/XCE ATER RETENTTON7� ► IN G'gRDEN/1 r !( GROSS AREA= � LATERAL A sF (o SMH 8 O MWArN� 6 X26 ,:, ro' 'grER I I 331BSF zs N 50'-10" 8"0 PROPOSED 18 0 DRAINAGE PIPE R 7(ONgER 2 6+ ENTIONAR N - N ,; s a STA. 7+16 LATA `� \�''� ti / � _ _ svv� DR18 ® 0.5% -36 sW is 8 j RIM 27.55 3 , ��� -28 , issued date description I � � ' •� ' •`� I, � / SMH 1 PROPOSED 12 � DRAINAGE PIPE S INV 15.77 `- ` N N��� ` 'I „�, J 26 i'/ �- \ \ �28 I \ BLDG.5 PE NE INV 15.87 �* M / 41., a . STA. 0+16 LAT A 3 a t FIN.FLR/EL.= 5.15 ;' „ , FIN.FLR.EL. PROPOSED BUILDING / RIM 22.80 FINISHED FLOOR ELEVATION o6L,d N,l+C / \ �. �' 2 a 1 sF -s ' i .4 ` I SW INV 11.72 I FORCE MAIN \ �\ T r` NW INV 11.82 PROPOSED ELECTRIC LINE HDPE o N - L24 �� `� LATERAL A s, 91_3" $"� -++ - PROPOSED WATER LINE AIR RELEASE MH M ;�� / �A `�, f ; IN G `` -; -- -� �, n N _ ARDENT., :...,�. DR18 CSD 0.5% STA. FM 6+78 I �, -� A \ y sTorW \ i / - / p f _ ETEN ER E� PROPOSED HYDRANT RIM 28.26 / Q f �, 2s noNAR� \�� �, - / - " . - N Y v► S INV 22.89 swa_ � N INV 22.89 3 W / -J ` 1� ' 24 '\ -- - w �� \ A --a- PROPOSED G � W � � 1,'- ' ,y... �. � ,8 �' AS LINE : -r title LATERAL A PROPOSED TELEPHONE LINE 49t-9" 8" SAN DR18 C 0.5% PROPOSED FIRE SERVICE LINE j SMH 3 SITE FORCE MAIN LATERAL A FORCE MAIN CO 5 SMH 7 (DROP MH) FORCE MAIN PROPOSED SANITARY 32 -5 2 EXISTING WATER LINE "� CO 7 STA. 6+62 LATA 201 -1 " 8"� 171 -g EF ti FORCE MAIN STA. FM 4+45 STA. 0+00 LAT 3 47'-0" 2"� PUMP STATION WITH � o HDPE STA. FM 6+46 RIM 27.40 DR18 CSD 0.5% HDPE 29t_5" 2"0 RIM 23.10 STA 1 +25 LAT A HDPE INTEGRAL VALVE VAULT EXISTING GAS LINE PLAN _ RIM 27.39 3 N INV 15.52 HDPE NE INV 16.72 RIM ;22.75 STA. 0+00 LAT A SE INV 21 .91 NW INV 16.72 a� N INV 21 .99 SE INV 15.42 NW INV 14.42 STA. FM 0+00 EXISTING SANITARY LINE a LATERAL A SMH 3-1 SW INV 12.42 CO 1 RIM 22.76 CL DRAIN MH (DMH-1) STA. 1 +24 LAT 3 NE INV 12.52 STA. FM 0+54 NE INV 11.67 o STA. FM 4+74 499-6" 8 RIM 22.61 �• • PROPOSED SITE LIGHTING drawn by: RIM 22.82 DR18 ® 0.5% RIM 24.99 NW INV 17.00 SE INV 19.99 SMH 2 SE INV 16.97 checked by: CFD SE INV 16.70 STA. 0+71 LATA FORCE MAIN N INV 16.97 PROPOSED TRANSFORMER RIM 22.$3 6 -$ 2 scale: AS NOTED o NW INV 16.70 FORCE MAIN ' " " E a 45'-6" 2"0 LATERAL 3 SE INV 12.07 HDPE SANITARY WATER CROSSING project number. 17106.000 (o HDPE ® -0.06% IYi � DR18 ® "8 3% NE INV 12.17 ® SANITARY/STORM DRAIN CROSSING o a, SMH 6 CO 2 WATER DRAINAGE CROSSING STA. 4+64 LAT A STA. FM 0+61 , t.._T sheet number . rn" RIM 23.14 RIM 2277 LD .- THE EDUCATION LAW OF THE STATE OF NEW YORK 0 o NE INV 14.35 S INV 16.97 r PROHIBITS ANY PERSON FROM ALTERING ANYTHING N 0 I THE DRAWINGS AND/OR THE ACCOMPANYING NW INV 14.45 NE INV 16.97 40 0 40 80 i:,Ali i 2 2019 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N (D OF A LICENSED PROFESSIONAL ENGINEEIR, WHERE FM3 N __ SUCH ALTERATIONS ARE MADE. THE PROFESSIONAL �,oUthol Town ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE SCALE IN FEET planning Board THE FULL EXTENT OF THE ALTERATION ON THE DRAWING MID/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 TB—F10 TB—W11 TB—F6 TB—W9 TB—W12 r TB—W5 TB—F11 TB-175 SMH 9 TB—F13 TB W10 1300 Walt Whitman Road,Melville, New York 11747 CO 12 I ` - *, Phone 631 300 1010 _--� WV, �� t owner/developer. N CONIFER REALY LLC c 83 E.Main Street,Suite 600, TB—F4Rochester,New York 14604 srs? TB—W3 BLDG.1 TYPE C _ Site/Civil Consultant { ) FIN.FLR.EL.=23.25' • CO 13 SMH 10 TB—W13 ` SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WV5 WV3 — TB—F14 TB FM3LEGEND I L K MclEAN AS80CtATE8, P.C. TB—W2 WV4 • LONG ISLAND. NY r � I I (` , ` 437 SOUTH COUNTRY RD., ti t I I TB—W14 TB—W15SMH 4 BROOKHAVEN, NEW YORK 11719 L LAN NKE[3 w Tel: 831.286.8688 �P�R oma„ CO 3 DOMESTIC WATER THRUST TB—F3 u N TB-1715 —F16 TB-W22 TB—W 2 TB TB—W24 BLOCK/# F I I ♦ �= • TB—W1 6 VINEYARD VIEW RAIN MH DMH-2 ( ) I I t' _ TB-1723 TB—F24 TB F25 NORTH ROAD N TB-'F17 FIRE SERVICE THRUST TOWN OF SOUTHOLD, N.Y. 11939 F-t TB—W23 ' ` TB—W25 TB—F 246 " BLDG.2 ffy B BLOCK/# N I FIN.FLR.EL. 3.25' ® TB W19 TB—F26 TB—F21 CO 10 I WW TB—"F20 wv33TB—W FORCE MAIN THRUST I w CO 9 —4— ' rTB—FM— C 2 BLOCK/# WV9 WV34 _— PROPOSED �_Wvi o FIRE HYDRANT I _ — r r TB-1727 wv, `�► PROPOSED WATER VALVE/# r r r conifer ,9 _ � TB W26 WV2 AWWA C-509 (SEE NOTE 2} EEkE EETkfF D[YE101Y ENI,CONSTRUCTION!HA NAGE kENT WV„ ( i l t TB—W21 - 20 �. WV2, �., O • " BLDG.3(TYPE B) SMH 5 BLDiG.4(TYPE A) = SMH 3B CO 8 I I IFIN.FLR. TB—F22 c; Seal I! f FIN.FLR. EL.= DG.B PED '' �k`� /} Q_ \\ TB—W17 23.25' � !� ( EL.= CO 4 23.25' O " € FIN. r I Q Qc+ F, SMH 8 23.25' 0 ® - a TB—F18 wv22 23 1 TB—FM1 vuv,2 I _4 SMH-36-1 M -- k TB—W18 ._ . V) TB—F37 N wv15 '� �.. _ _ WV13 issued date description W1 I 01/18/2019 REVISED PER 1/10/19 SCDHS LL_ TB—W35 N ( Vt^ `" "—' :—��—� `"—z`"—: TB—FM2 AN_t� 1 • COMMENTr WV24 "~� KI—j I 02/12/2019 ADDENDUM #1 � TB-1736 � /F N.FLR.EL.=29 �j ✓ z BLDG.7(TYPE D) � oI�_ � � -_----_ WV25 �M O1h--"-� —{_ /fix --�-- -- -- _.. FIN.FLR. WV27 TB—W27 00 TB—F2 `� — ------ --= ___�_ WV26 23 25' y ---- ( issued date description TB—W1 I ii SMH 1 BLDG.5 PE I � •31:� V r�� SMH 7 C0 5 \. FIN.FLR.EL.=2 15 �l o TB-171 � ��� � '�� TB-1734 0 CO 7 o`er j rn I —1) wv2sDRAIN MH (DMH SMH \ SMH 2 PROPOSED -Wvin �_,-�+._ — � l J TB—F35 6 FIRE HYDRANT a ___ _- WV3 2 i TB-1733 TB—W34 -- title IZ .� TB-W32 \� ` ,,� 3 J �� TB THRUST BLOCK NOTES: TB-1732 SMH 3-1 TB—W29 TB-1729 LOCATION PLAN a 1 . FOR THRUST BLOCK DETAIL SEE SHEET 1 OF SANITARY DETAILS. 2. GATE VALVES AND VALVE BOXES: VALVES SHALL BE PROVIDED IN ACCORDANCE WITH AWWA TB—W31 TB'—W30 TB—F30 STANDARD C-509 FOR GATE VALVES FOR ORDINARY WATER SERVICE. VALVES SHALL OPEN CO 1 '100 TO THE LEFT (COUNTERCLOCKWISE) AND SHALL BE PROVIDED WITH MECHANICAL JOINT ENDS. GATE VALVES SHALL BE NON—RISING STEM, RESILIENT WEDGE (REQUIRED WITH 16" VALVES TB-1731 drawn by: AND SMALLER) OR DOUBLE DISC, IRON BODIED, BRONZE MOUNTED OF THE RUBBER Q ENCAPSULATED GATE TYPE. STEMS AND STEM NUTS, GATE AND BODY RINGS, WEDGING SMH 3 checked by: CFD DEVICES, THRUST BEARINGS AND PACKING GLANDS SHALL BE MADE OF BRONZE OR BUSHED � � '®� "---- scale: AS NOTED E OR FACED WITH BRONZE. GATE—VALVES SHALL BE THE PRODUCTS OF THE MUELLER CO. N p MODEL A-2370, KENNEDY VALVE MANUFACTURING CO. MODEL CR5-80 RS OR APPROVED MAR 12 20119 project number. 17106.000 C) al. EQUAL. CO 2 Sout o Tovwn 13. ALL GATE VALVES SHALL BE EQUIPPED WITH CAST IRON ADJUSTABLE ROADWAY TYPE VALVE Planning Board 0 BOXES WITH 5-1/4 INCH SHAFT WITH SCREW TYPE EXTENSION PIECES AND EITHER A sheet number 0 0 ROUND OR OVAL DETACHABLE BASE. BOXES SHALL BE SUFFICIENT LENGTH TO PROVIDE A THE EDUCATION LAW OF THE STATE of NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING N 0 MINIMUM OF 4 FEET OF COVER OVER THE PIPE. THE MINIMUM THICKNESS OF THE METAL OF IN THE DRAWINGS AND/OR THE ACCOMPANYING t°o THE BOX X AT ANY POINT SHALL B E 3/16 INCH. LIDS SHALL HAVE "WATER" CAST 0 N THE 40 0 40 80 SPECIFICATIONS, UNLESS rrs UNDER THE DIRECTION nj OF A LICENSED PROFESSIONAL ENGINEER, WHERE FM3-B 04 SUCH ALTERATIONS ARE MADE. THE PROFESSIONAL TOP SURFACE. BOXES SHALL BE COMPLETELY COATED WITH BLACK ASPHALTUM PAINT. ENGINEER MUST SIGN. SEAL, DATE AND DESCRIBE SCALE I N FEET THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION LL. d NYS( m. uw sEcnoN 7209-2) 3 _ S _ _ M oQ S S S S 2 1� Z _ 3 O� 000000 0I nn mZ f`^ Ov n� of to �W AOT N� Il7N O�ix g� 1ry� m� pOj nn D�O� �N h� F� N� fin O 4§ 8 min �F m 9 f� ,6 l7 CD 0D OTC r' m� �F M N� � �I�IN M M0V7 ty Vii n�� �t' �y(�f4 �j�1q fG 001 N 15 lV C 4A 01.6 /C OD dp 6 Ip 1� �j CV N N M? .- ►�S N�OCT N P Cd W) O O CA O m N O^m� OM�m O i O°' O O O O O f N f f f N MTy z�y ri NN} } OD yNy F f f MT yy i• 17�1 F !�f yy ,O MT y + �F F P {p tO �� t NZ tZN 0 NI't Z 0�N2� 0 N� ^ N Z 00 C-4 OZN Z D0 NZ_! O N� O .M �W d �W- d -W 1 � � �W �W �o_�W - dZ�t d -W W � W ��� W 1 � - �- � � N�� 1300 Walt Whitman Rood,Melville, New York 36 tri �zz I-ii viz Iri zlnz �nc��'fii�i Eiic�zvst#n �z�z` Innc�v� riic��ln`'z *R&Wx Iiresirinz tri ae�iz c>��iiz Ino� i►z I-iic��gz �n &tnz 0011 4/ ii 11747 Phone 631 300 1010 34 owner/developer. CONIFER REALY LLC 83 E.Main Street,Suite 600, 32 Rochester, New York 14604 30 \ Site/Civil Consultant 28 /- P 26 a s4 6 4 � PROPOSED E `J 24 *ED 4L K MCLFAN A880CIATE8f P.C.LONG ISLAND, NY PRI POSED- PROPOSEDPRo 437 SOUTH COUNTRY RD., 22 PROPOSED to HDNG ^- . PROP ED P ED g a BROOKHAVEN, NEW YORK 11719 20UPQ16) Tel: 631.286.8668 ELECTRIC PROPOSED PROPOSED F'CE ' I%!y PRO,OSED 4•GAS EXISTINGGRADE �/ �spP• C 18' OPE A 18 Lo,'r f;E MAIN 12'WATER MAIN IPE 2'0 HD FORCE `.If. �' H PE ► (j4d 0 DRE FO, MAID- FQRCF .1Aih1 - --� ----- _._ , ----. ,��� , VINEYARD VIEW FORCE MAIN FLOW FORCEMAIN FLO F RCE t•AAEN 'LOW r C MAI raw NORTH ROAD 16 14 — TOWN OF SOUTHOLD, N.Y. 11939 12 10 ' GW 6 4 to 00 to (0 •- O) 0 co O �} to O N W O N 00 h 00 rn N N 00 cD M N to to O O M O r� d 00 N W) 0) 4 r O r- �? c0 7 M ca co O c0 M O h co O N d rn co N COo0 h c0 0p o0 p M rn 00 O r- O cn 00 O � O _ O) pj O 0 O Ej � .- 0 O M 6 00 DD O N M r7 Lo to (6 I� 00 W W W W N N N N N N r Tr N N N N N N N N N N M Ih M N N N N N N N N N N M W W W W W conifer, IfAL ISTATf DEVELOPMENT,CONSTOUCTION 4 MANAGEMENT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W —1+00 —0+150 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 11+50 seal /A LP C ;�J L: SEWER FORCE FAIN PROFILE a STA. 0+00 FM T'0 10+43 FM issued date description SCALE: HORIZONTAL 1"=50' 12/19/2018 GENERAL REVISIONS � UJI VERTICAL 1"=4' 01/18/2019 REVISED PER 1/10/19 SCDHS 0 COMMENTS V U-I L� I 0 0 O (6 0 issued date description rn rn c_ 3 v 0 U v c 0 0 N Ez c v+ m 0 /n title a� `z FORCE MAIN v PROFILE c v 3 m v v drawn by: a� � checked by: CFD CL C RE C El\I'-- scale: AS NOTED 101- o'C I MAR 12 20 19 project number. 17106.000 L _-- -- pi a Sou-thoTd Towvn C:) c a� a� IO � Planning Board sheet number rn" Tf- O GW THE EDUCATION LAW OF THE STATE OF NEW YORK O O _ = APPROX. GROUND WATER ELEVATION PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O — IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION FM4 CID OF A LJCENSED PROFESSIONAL ENGINEER, WHERE N O SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL N ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE .0THE FULL EXTENT OF THE ALTERATION ON THE li / DRAWING AND/OR IN THE SPECIFICATION d (NYS ED. LAW SECTION 7209-2) 30"x48" 30"x36" 300 LBS ALUM. 300 LBS ALUM. SUBMERSIBLE HATCH 9'-0�� PUMPS OR HATCH WITH SAFETY GRATE GRINDERS CAST(H2O OPTIONAL) IRON (H2O OPTIONAL) 4'-6" 4'-0" WALL .' ^ (SAFETY GRATE OPTIONAL) 2 DISCH. POSITION #1 ! PVC DR-18 FORCE ° BUM RUBBER FEDERAL SPEC. MAIN TSS-S 00210 &AASHTO M-198 'e; ' 10'-2" INLET LOCATION N PAINT BOTH SURFACES WITH ° RUBBER PRIMER BEFORE AssEMBLY) AS REQUIRED N ° • ° ° . °0°0°0°°°O°°°00`o� ' • MODULAR �, °• , ........�.. .W..._._.µ.._ 00000000000000 ,F W STAINLESS o°o°o°o°o°o°o°° ° J° ° 2 DISCH. S& Nuts " 1300 Walt Whitman Road,Melville, New York 000000000 0000000 PRECAST CONCRETE WALLS ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° STANDARD 11747 ° OOOO ° ° ) Phone 6313001010 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° TYPICAL PRECAST 0 0 0 0 0 0 0 0 0 0 0 0 o a o WATER STOP ° N9V ° ° ° ° ° ° ° � ° ° ° ° ° ° ° ° _ ( POSITION #2 �o ' ° ° ° ° ° ° ° ° 0 ° ° ° ° ° ° 000 ° 000 o ° ° o ° o ° ° ° ° o ° ° ° oo ° 0000 ° ° — 00000000 000000 ° 0 ° ° ° ° ° ° I ° ° ° ° ° ° ° I I CONCRETE JOINT owner/developer. ° 00000000 (p o'oo°000°000000 ° 000000000000000 T� °0000000° ° ° ° ° ° ° ° ° ° ° ° ° ° • LAR SEAL STRIP SHALL BE PLACED SO THAT DETAIL CONIFER REALY LLC ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C>000000 0 0 0 0 0 0 0 0 0 0 0 °o°o°000°0°0°0° o"-�a° BOLTS � BE AMAISTED DURING �� SCALE NTS 83 E.Main Street,Suite 600, +000°o°000°o° o / ° Rochester, New York 14604 ° TYPICAL WALL PENETRATION DETAIL Site/Civil Consultant 2'-0" RAD. SCALE: NTS PUMP HOIST LOCATION 2" DISCH. PLAN VIEW POSITION #3 SECTION A—A SECTION B—B ' PROVIDE PRIVACY SCREENING IF REOUI ED BY OWNER L K MCL.FJ4N ASSOCIATES,P.C. EXPLOSION PROOF INTAKE VENTILATION FAN LANG ISLAND, NY 1.0" SP MIN. O 540 CFM MIN., 1/3 HP, 10, 437 SOUTH COUNTRY RD., BROOKHAVEN. NEW YORK 11719 208V O 1,725 RPM, WITH WEATHER ENCLOSURE AS MANUFACTURED 13Y Tel: 631.286.8668 PLASTEC 20 VD�1'AR1) VIEV 4" SCH 80 PVC VENT OPTION LIST: PUMPING STATION NO TRESPASSING EMERGENCY HEIGHT TELAPFOW # 6'-0' • OVERALL STRUCTURE HEIGHTFROM 10'-10" '�`—'°"`—'°°�` MIN. VINEYARD VIEW o X—PROOF TO 22'-10" (USING STANDARD HEIGHT NORTH ROAD I J—BOXES 7 WALLS COMPONENTS) TOWN OF SOUTHOLD, N.Y. 11939 %Ja TOP OF SLAB ELEV. 122.76' DISCHARGE POSITION #1 , #2 (STD) OR #3 GRADE ELEV. 22.26' 1,_0„ H2O LOAD RATING ON HATCHES 1z' MIN. 17 • 2 BYPASS OUTLET/INLET N• `� :"� OPTIONAL 1�: ATE r� 24B N* LETTERS OxW WN Wein 4 SCH 80 ., FF • DISCHARGE PRESSURE GAUGES �. ,,,ND 2 BYPASS 2 0 DR-11 1.uNE POSTS. 2- O.D.oD , 2.72 � , HEI-DIPPED GALVANIZED zrNc GALVANt= STEEL, CORE WIRES �';� �`� PVC VENT HDPE FORCE MAIN • AUTOMATIC ALARM DIALER 2.CORNER POSTS: 2" o.D. . 2.72 � . HOT-DIPPED GALVANIZED !a GAGE (2• MESH) AS PER ASIM4FWAS ' • X YP E X CONCRETE MIX ADDITIVE 3 GATE POSTS: 3' O.D. , 5.79 ►agFT , HET-DIPPED GALVANIZED • CLAMx; ,� Itis 4YMCE POSTS, RAILS, & FABRIC TO BE PVC COATED. A A (CORROSION P R 0 TE C TO N) 5.00I.OR TO BE BROWN UNLESS OTHERWISE DIRECTED BY R==fl —R� OWNER.7_40 ii I I! I, , DISCH. ELEV. 17.92 . 2" PIPING FOR GRINDER APPLICATION 6.PRMDE HEAVY DUTY BRASS COMBINATION LOCK AND FENCE DETAIL 17711 • TRASH BASKETHASP. SCALE: NTS. ` �� ° 1 • T 7PROVIDE FENCE STOP FOR EACH GATE LEAF. conifer",8 DIA. DR18POR ABLE HOIST ■FAL FITATf IftVIIftVIVILOFIRFNT,CONSTt6CTIONt NANAOFMFNI INLET — LOCATION :° 6" • INTAKE FAN AS REQUIRED ,9 Y' 316 STAINLESS STEEL PLASTIC COATED LIFTING CABLE MIN. LENGTH 30' seal VALVE VAULT 2"0 S.S. SCH. 80 WET NOZZLE TO BE AIMUSTABLE V ' WN, FLOOR DRAIN WELL DISCHARGE PIPING 1 MIP ., �,�NLESS INLNLT __� .��q,� X4.1 (MIN, TEEI.LENGTH ---,, (ADJUSTABLE)E) STEEL. CHAEN G-) INLET INVERT 11.67' r © �O �`� "f'" +•� Ll .,� meq, �t!r r,4.• \/ FLOAT SWITCH MULTIRODE ti Cy11 SENSOR ELEVATIONS LAI ONWINCH (SEE SHEET FM8) iJVOLUME DEPTH 13F BURY A sSEMBLY ° 41.56 CF/FT ` 'STATIC LDT]P 0 issued date description 0 SST GUIDE = 311 GAL. 30# FELT 12/19/2018 GENERAL REVISIONS � RAILS `� � ss TUBE DAvrr <LI ..✓.. 9i'i S.S. HILT1 DRILL—� 1 TYPE K COPPER IN ANCHOR BOLTS, p �I' UNION WATER LINE LIFTING HEIGHT NUTS WASH01/18/2019 REVISED PER 1/10/19 SCDHS 1 CY OF 3/4' AS REQUIRED CTYP ) COMMENTS U CRUSHED ROCK TD REMOVE PLAN VIEW I " STAINLESS SUBMERSIBLE Li" $ L) YARD HYDRANT SHALL BE TOTAL ECLIPSE #1 YARD HYDRANTS AS STEEL, �TUBE PUMPS Li- STRUCT. FLOOR ELEV. MANUFACTURED BY JOHN C. KUPFERLE FOUNDRY CO., ST. LOUIS, MO, Ia ° •. 81F 3' 2.) YARD HYDRANT SHALL BE SELF-DRAINING, NON-FREEZING, SOCKET 0 B.O.S. ELEV. 4 76' 0COMPRESSION TYPE. INLET CONNECTION SHALL BE 1' IP, (SEE DETAIL) WEEP HOLE OUTLET SHALL BE V IP. SANITARY PUMP , BASE O 3.) YARD HYDRANT SHALL HAVE A STEEL PIPE RISER WITH A CAST IRON SLATKlN/MH TOF FLYGT MIX—FLUSH VALVE CASING GL*RD. PRINCIPAL INTERIOR OPERATING PARTS SHALL BE AB AND issued date description BRASS AN REMOVABLE FROM YARD HYDRANT FOR SERVICING ., , kY .py ,,;,•• %`�y`n ; WITHOUT EXCAVATION. HOST AS MANUFACTURED BY HALLIDAY �z , ' �`%• 'y'•'3•t::s�:l:•:�.'.,. �.''b"s PRODUCTS SERIES DB, MODEL No. D3B36E {. O' 4.) YARD HYDRANT SHALL BE SET IN 1 CUBIC YARD OF CRUSHED ROCK '�:F';!:'S �S:=+mac«� s'► C '3 INTERIOR ELEVATION VIEW TO ALLOW FOR PROPER DRAINAGE RECEIMENDATIIBVS OF THE AWWA 1FLOOR MOUNTED STAINLESS STEEL SOCKET SHALL +r' `'•"`}+� ';s`:+� SHOULD BE FOLLOWED WHEN INSTALLING THE YARD HYDRANT. BE MOUNTED USING (4) WO X 3 W STAINLESS ELEVATION VIEW p 5J PROVIDE 25 FEET OF HEAVY DUTY RUBBER HOSE STEEL ADHESIVE HILTY BOLTS. SANITARY PUMP STATION/MH DETAIL INSSIALIAMON� c�AT T° BASE of socKErBUM U &MINIMUM HOST CAPACITY 1.330 LBS. P SCALE N T.S. -� YARD HYDRANT DETAIL 316 STAINLESS STEEL HOIST DETAIL C U SCALE N.T.S. SCALE: N.T.S. rn 1z C NEMA 4X, 316 STAINLESS STEEL SPLICE BOX, MIN SIZE 18'H x 12'W x Bb NEMA 4X - 50 AMP PUMP DISCONNECT SWITCHES a 12' E.W. title �-316 STAINLESS STEEL KINDORF �0 40 PSI ATE L_ SUPPORT FASTENED TO WET WELL — ZDZ _ •,M ,• w �• PVC CONDUIT SEAT_ON ALL CONDUITS EXITING SPLICE BOX •� .••.i •t. C. �� . ♦.p.• � ' SAN DET 1 r� �:• .r: r ;°.. MIN •O. O O: r. y O O .0 C C • ANSII?N JLDTNT MATERIAL WET WELL .,•` .• As REQUITED PER •°.•� MANl1FACTU2ER a� PNC CONDUIT To coNrnoL BLDG GENERATOR PAD DETAIL CL SCALE: N.T.S. drawn by: CORE BORE AND SEAL ALL COMM T ENTRANCES INTO WET WELL. checked by: CFD REEIVEa E a 1. ALL ELECTRICAL CONDUITS AND CIRCUITS To EXIT WET WELL SHALL BE CONNECTED To - -�`` --— scale: AS NOTED SPUCE BOX AND SEPARATE CONDUIT RUNS (SEALED) ROUTED TO CONTROL BUILDING. - CL If z. ALL PUMP POWER CABLES TO BE PROVIDED WITH 18' OF SLACK IN SPLICE BOX. MAR 12 2019 project number. 17106.000 M 0 o CSou- ttiold 11 ovin SPLICE BOX DETAIL 0 Planning Board I SCALE N.T.S. sheet number rnv O THE EDUCATION LAW OF THE STATE OF NEW YORK O O PROHIBITS ANY PERSON FROM ALTERING ANYTHING (V O IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N(0OFFA A LICENSED D PROFESSIONAL ENGINEER, WHERE N ESUCH NGINE ALTERATIONS ARE MA.,E, THEAND PROF S�CIONA THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION LL_ (NYS ED. LAW SECTION 7209-2) 3i V# 3 RODS r7 9' INTO CONCRETE [ C (2 REQUIRED) 'RER., C SUFFOLK COUNTY TYPE 'F' • ' •. ADJUSTABLE CASTING TO GRADE �.T . • . A F CONCRETE FILL CLASS 'A' A ADJUST TO GRADE WITH N.J. SHALE FINISHED GRADE O 4000 PSI RED BRICK k MORTAR (MINIMUM OF TC TYPE II CEMENT TWO COURSES AND MAXIMUM OF 15') �OF E 0 I e s TYP. • E�OOo002; C= obzs .+. ~OPENING " A T, SQ. OR V DIA. SELF _ `^ ',4= BALING BUTYL GASKET DOC= 0=0000 00 1300 Walt Whitman Road,Melville, New York • / 8' 'r MR- 11747 k SHUT OFF GATE VALVE ` ' BACKFLUSH HOSE ATTACHMENT BRONZE LOCKING DEVICE 000000000000000000 2 PENETRATING Pias , - Phone 631 300 1010 . CRISPIN SL20B V BLOWOFF GATE VALVE WITH KEY WRENCH SUPPLIED Sc SAN SEWE HOLES ted APART AIR RELEASE VALVE ' OR APPROVED EQUAL3,_0, 2' GALV. NIPPLE S.C.D.P.W. STD. M.H. STEPS 2• GATE VALVE A owner/developer. (S.& OR STEEL REINFORCED PIPE SADDLE MANUFACTURED BY 1-1/2• � PLAN CONIFER REALY LLC PLAN COPOLYMER POLYPROPYLENE) MUELLER OR APPROVED EQUAL NOTE: 83 E.Main Street,Suite 600, Rochester, New York 14604 2' DIA. FORCE MAIN A #2 STEEL HOOP AROUND HALFINVERTED THRUST BLOCK TO BEAR ON OPENING CTYPJ Cpm ply UNDISTURBED SOIL -STANDARD M.H. FRAME k COVER, FINISH GRADE TYPE 'F' ADJUSTABLE CASTING D.I. MANUFACTURER AND DATE CAST RI Site/Civil COrxultant #4 BARS E 8' UNDERSIDE OF COVER O.C. P BOTTOM PSo CONVERSION COUPLING _ 12' O C IF REQUIRED (TYP.) f t r ADJUST TO GRADE WITH N.J. SHALE . (TYP.) 5 'KDR-N-SEAL' FLEXIBLE •z-R�1... SLEEVE OR APPROVED EQUAL MANHOLE COVER PLAN RED BRICK k MORTAR (MIN. OF TWO y N.LS THRUST BLOCK 8' COURSES k MAX. OF i57 40S 'A' 2 S.C. . M. D.P.W. STD, STEPS �� PENETRATING PICK HOLE 271f CLASS 'A' MANUF. IDENTIFCATION 3/4 CAST IN MALL (SS. OR STEEL REINFORCED � CIRCUMFERENTIAL REINFORCEMENT COPOLYMER POLYPROPYLENE) TYPE II CEMENT CIRCUMFERENTIAL REINFORCEMENT I arAlEwrs 0.12 SQ. IN./FT. OF HEIGHT 12' O.C. 012 SQ. IN./FT. OF HEIGHT 1. • STEEL OR SOLID CONCRETE • (TYP.) Ir T,6' SQ. IN2 "o SELF BLOCK PIPE SUPPORT 1, ! " L K Met�AN ASSOCIATEBy P.C. SEALING BUTYL RUBBER �. - EXTENSION RING # 3 RODS LONG ISLAND, NY NOTES: FILL WITH GRAVEL -> 1. ALL MANHOLES SECTIONS SHALL CONFORM 437 SOUTH COUNTRY RD., r 13¢MEME14CE TO A.S.T.M. C-478, LATEST REVISION STANDARD 4'-10' SPECIFICATIONS FOR PRECAST REINFORCED - Be00�HA�.8668 YORK 11719 CONCRETE M.H. SECTIONS. UNDISTURBED a MANHOLE RISER SECTION TO BE FURNISHED NOTES: EARTH IN 1,2,3, OR 4' HEIGHTS AS REQUIRED, R 3'-3' MAX. 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED L ALL MANHOLES SECTIONS SHALL CONFORM SECTION (TYpJ 4 MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. TO S.C.D.P.W. 4' DIA. SANITARY SEWER M.H. R ere i 4. LOADING TO CONFORM T AASHTO H-20 LOADING REQUIREMENTS L A.S.T.M. C-478, LATEST m 5re ~ BES. REBAR TO CONFORMND 'A' 'B' 5 TO ASTM A-615-60 REVISION STANDARD SPECIFICATIONS FOR BEN 2'-0 2'-0• VINEYARD VIEW Fss60,000PSI PRECAST REINFORCED CONCRETE M.H. SECTIONS. L 24' . • 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. 2. MANHOLE RISER SECTION TO BE FURNISHED 1 ' A185 Fs-65,000PSi IN 1,2,3, 4 HEIGHTS AS REQUIRED. 45 2'-O 2'-0' NORTH ROAD 7. CONCRETE TO BE 4000PSI a 28 DAYS 8. FLAT SLAB BOTTOM STEEL. (NO JOINT) MUST HAVE TOP k 3. MEET ALL CERTIFY REQUIREMENTS MANHOLES A HOLE WD LIVERED 90' 3'-0' 2'-6' TOWN OF SOUTHOLD, N.Y. 11939 BASE MANHOLE COVER SECTION A-A SECTION PVC JOINTSA #2 STEEL HOOP AROUND OPENING (TYP.) 4. LOADING TO CONFORM T AASHTO H-20 LOADING OLM ALL 2'CTYP) 3/40 FLEXIBLE .JOINT (TYP.) 5. REBAR TO CONFORM TO ASTM A-615-60 MATERIAL GRAY CAST IRON PER ASTM A-48 (LATEST REVISION CLASS 30 VALVES 2'�' 2-0 Fs=60,000PSI CAMBELL FOUNDRY CO. HARRISON, N.J. 07029 OR EQUAL NOTE: 'KOR-N-SEAL' FLEXIBLE SLEEVE 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. ( ) ••" DR APPROVED EQUAL CTYPJ A185 Fs=65,000PSI PATTERN NO. 17341010 MAX TEST PRESSURE 200 PSI (SC EE DETAIL) 7. CONCRETE TO BE 4000PSI a 28 DAYS THRUST BLOCK DETAIL COVER MONOLITHIC BASE SLAB 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP L REINFORCEMENT 0 4 BARS BOTTOM STEEL. 8' O.C.E.W. TOP 9. BOTTOM SLAB MANUFACTURED WITH 12' OPENING N.T.S. SEE SCORING DETAIL OR CORE IN FIELDn �� SECTION A-A SUFFOLK COUNTY TYPE F m ,•, . ADJUSTABLE MANHOLE CASTING .' ` " 4' DIAMETER SANITARY SEWER MANHOLE TYPICAL AIR RELEASE VALVE MANHOLE DETAIL N.T.S. NIL N.T.S. conifer" . REAL ESTATE DEVELOPMENT,CONSTRUCTION L MANAGEMEIET seal U NI� NOTE: MINIMUM DEPTH AT CURB LINE G'-0"EXCEPT AS ORDERED BY ENGINEER ��' ,�5`''a G. HANG TABS A B C D 16 GA. S.S. BAFFLEf rt W. � 51 M.H. 6 61-01 #4 BARS e 8 OCEW BOTTOM SHAPE TO FIT pi c� - •.;,,;fir, PIPE OPENING 4. M.H. 5. 4 10. #4 BARS e 8. OCEW BOTTOM 56IJ85 Oh� a rn STANDARD M.H. FRAME k COVER, } 'p TOP SLAB FINISH GRADE TYPE 'F' ADJUSTABLE CASTING 7 f CII #4 BARS a B' I I 16' GA. S.S. CURB LINE issued date description O.c.E.W. BOTTOM-\\ BAFFLE IN PLACE B A B C PROPERTY LINE 12/19/2018 GENERAL REVISIONS LL- ADJUST TO GRADE WITH N.J. SHALE 2' U-1 HOLE TO BE RED BRICK k MORTAR (MIN. OF TWO . ." • 45 BEND 01/18/2019 REVISED PER 1/10/19 SCDHS CORED a.ENr�mra I"— CASES kMAX -L TEP15') D= i U REMOVABLE BAFFLE ANUF. IDENTIFCATION (SS. OR STD MR STEPS 10' MAX. D=11�' ,•; COMMENTS CSS. DR STEEL REINFORCED �. 4.1 (SEE INTERIOR DROP DETAILS) CAST IN WA COPOLYMER POLYPROPYLEND ,, PVC STOPPER (PYP,) 0 'KDR-N-SEAL' FLEXIBLE SLEEVE 12LL. ' O.C. --CIRCUMFERENTIAL REINFORCEMENT (TYPJ o.i5 sQ. IN/FT. DF HEIGHT °' SEE PIPE i OR APPROVED EQUAL CTYPJ ti 00 CONNECTION DETAIL 6' PVC O PROPOSED 12* Ax (SHAPE TO FIT) 24'0 SDR-18 SANITARY SEWER TSQ. •Q .`,� 8 2% (61—)� ,�' OR W 0 SELF i O 2' WIDE S.S. CrM SEALING BUTYL RUBBER r' STRAPS FASTENED NOTES: f issued date description N O WALL WITH(SEE 6 L ALL MANHOLES SECTIONS SHALL CONFORM INTERIOR DROP DETAILS) 5' TO A.S.T.M. C-478, LATEST REVISION STANDARD INTERNAL pr SPECIFICATIONS FOR PRECAST REINFORCED DROP C NOTE: S.S. STRAPS CONCRETE M.H. SECTIONS. '" • �. 41 MANHOLE RISER SECTI�J 113 BE FURNISHED PVINTERNAL t •v TO BE MAX. 2' O.C. C IN 1,2,3, OR 4 HEIGHTS AS REQUIRED. D Q 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED #4 BARS 90' ANGLE MEET ALL REQUIREMENTS OF S.c.D.P.W. SPECS. LIFT HOLES APART W/ 2. OVERLAP ++ 4. LOADING TO CONFORM T AASHTO H-20 LOADING EACHH SECTION V PVC ELBOW MATCH 5. REBAR TO CONFOM TO ASTM A-615-60 PLAN CLASS 'A' ROWN Fs®60,000PS3 c -V BASEN CONCRETE FILL 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. p 4000 PSI ►•w ' •r A185 Fs-65,000PSI V TYPE II CEMENT ,' ;,.'r: :'t ' 7. CONCRETE TO BE 4000PSI 2 28 DAYS STAINLESS STEEL '! ••: S. FLAT SLAB T]PS (NO JOINT) MUST HAVE TOP k • • SEWER �, , BOTTOM STEEL. PROVIDE S.S. STRAP 2 X 90• S/S BAND TIGHTEN TO • A #2 STEEL HTTP AROUND OPENING CTYPJ (16 GA.) T❑ FIT y v. I+- e• �• OR CCA LUMBER A. . 60 FT, LBS. IN FIELD c MDN13LITHIC BASE SLAB p� REINFORCEMENT #4 BARS 2' 4 2'.r •m SECTION e' D.c.E.W. TDP A - �' 6' PVC SDR-18 Q 2% SEE SCORING DETAIL % MANHOLE WALL c • . ' 8'X6' WYE •. KOR-N-SEAL FLEXIBLE (TYP. SIZE) title 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• DIFFER BY MORE THAN 2 FEET. ANCHOR BOLT SCORING DETAIL 2) A 5' DIAMETER MANHOLE SHALL BE USED WHERE PIPE CONNECTION DETAIL 3/4' GRAVEL UNDER 'WYE' � INTERNAL DROP MANHOLES ARE REQUIRED. N[S N'75 SAN DET 2 5' DIAMETER INTERNAL DROP MANHOLE DETAIL SECTION N.T.S. 3 INTERNAL DROP MANHOLE DETAILS 50 & 4'0 MANHOLE BASE SECTION & TOP SLAB BUILDING CONNECTION DETAIL u N.T. N.T.S. CL drawn by: �T checked by: CFD a E ti RECEIVED— scale: AS O project number. 171000 0 M MAR 1 2 2019 Pro a J p Southold Town Planning Board sheet number W v v— O THE EDUCATION LAW OF THE STATE OF NEW YORK O O PROHIBITS ANY PERSON FROM ALTERING ANYTHING (V O IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION (D OF A LICENSED PROFESSIONAL ENGINEER, WHERE N O SUCH N FM6 ENGINEER MUST SIGN. SMDPROFESSIONAL ATE AND THE FULL EXTENT OF THE ALTERATION ON THE La)L DRAWING AND/OR IN THE SPECIFICATION (L (NYS ED. LAW SECTION 7209-2) MATERIALS & JOINTS EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION � AND PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING 10'-0' 10'-0' WNW 2' DIA. BALL VALVE W/2' DIA, GALV. NIPPLE SUFFOLK COUNTY TYPE 'F' FINISHED TAPPED BLIND ADJUSTABLE CASTING TO GRADE SUFFOLK COUNTY TYPE 'F' GRADE FLANGE ADJUSTABLE CASTING TO GRADE I I—_ I rd Id/ — 1S' MIN. FINISHED GRADE „ : _ ADJUST TO GRADE WITH N.J. SHALE ADJUST TO GRADE WITH N.J. SHALE •d ! RED BRICK L MORTAR CAIN. OF TWO 1300 Walt Whitman Road,Melville, New York RED BRICK L MORTAR (MINIMUM OF TWO COURSES AND MAXIMUM OF 15') a CONCRETE CHUTE I ( r•: �• :. ; COURSES L MAX. 13 151 WATER MAIN OR 11747 { ' Phone 631 300 1010 MORTAR LINED �•r' WATER SERVICE SEWER MAIN ❑R _ •` BUILDING CONNECTION owner/developer: 24' DIA. � : '.+• ..•• ��• SQ. OR �' DIA. SELF ••' •. ° . .•' •. � '� a .' .�•.• ^ '! =, PRECAST i• OPENING CONIFER REALY LLC ��' SEALING BUTYL GASKET 2' MAXIMUM AND d' ,; • 2' `• ' 4s !`r; ,• �• . CLASS I A' 8' +wr+rwx AS DIRECTED BY S.C.D.P.W. STD. M.H. STEPS 4'-0' THE ENGINEER •f' ,>E• r !. TYPE II CEMENT 18' MIN, 83 E.Main Street,Suite 600, (S.S. OR STEEL REINFORCED •" , ••,. 6WX6w/6X6 WWF Rochester, New York 14604 COPOLYMER POLYPROPYLENE) ,? a C. •• * ,.y?/<'q, ti <'r, T13P L BOTTOM 12' O 4' FEMALE ALUMINUM - �,•� M.H. STEPS QUICK CONNECT MANUFACTURED INVERT , ' _;�•�:L ��,.; : CLASS 'A' 6' LAYER OF STONE BY DIXON �• • �; ':-{'• ;;;.: ' 4000 PSI ' Site/Civil Consultant (SIZE AS REQUIRED ` ``� Q' TYPE II CEMENT 8' (TYPJ FOR EACH) BALL VALVE ADAPTER IF REQUIRED •• e ., 'a ' • MAINTAIN MIN. 6' SEPARATION GALVINIZED NIPPLE D.I. FLNGEED .• 4, • ` .' BETWEEN BRICKWORK AND STRUCTURE • d 10'-0. 10'-0. TEE . • A, :'• ,. �• COIVERSION COUPLING 2' DIA. FORCE MAIN--,, IF REQUIRED (TYPJ MORTAR LINED SEE .PROFILES 4' DIA. D.I.P. I • 4' DIA. 45' BEND PLAIN END NOTE: • DL 'KOR-N-SEAL' FLEXIBLE D AND HMECHANICAL H❑RIZ❑NTAL SEPARATION BETWEEN SEWER 18' SLEEVE OR APPROVED EQUAL JOINT FITTING (D.I.P.) AND WATER LINES MUST BE 10' MINIMUM L K Md.,EAN ASSOCIATES; P.Q 5 MANHOLE TO BE BENCHED 4 v OR COVERED TO FACILITATE PUMP OUT #4 E EACH CORNER (TYPJ LONG ISLAND. NY �• STEEL OR SOLID CONCRETE - 437 SOUTH COUNTRY RD.. Till BLOCK PIPE SUPPORT ► 4X4WYE BRANCH BROOKHAVEN, NEW YORK 11719 I-.1.� ! • ,•' WITH XMECHANICAL JOINT 4'-10' FILL WITH GRAVEL 'A FITTINGS CD.LPJ WATER/SEWER CROSSING DETAIL T°►: �3''2�g•8s� NOTES: IL <. N.T.S. L ALL MANHOLES SECTIONS SHALL CONFORM q, ` CAST IN PLACE TO S.C.D.P.W. 4' DIA. SANITARY SEWER M.H. CIRCULAR MANHOLE REQUIREMENTS L A.S T M. C-478, LATEST i' FL01w1 MNI. 2' DIA. MNI. 2' DIA. FLOW REVISION STANDARD SPECIFICATIONS FOR .' DR-11 DR-11 VINEYARD VIEW PRECAST REINFORCED CONCRETE M.H. SECTIONS. r n I. I.D. •` ` . NORTH ROAD 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3„ OR 4' HEIGHTS AS REQUIRED. . , y: , 3. MANUF, TO CERTIFY THAT MANHOLES DELIVERED ! . ,•' TOWN OF SOUTHOLD, N.Y. 11939 MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS '"..:+ °'" CLASS 'A' 4. LOADING TO CONFORM T AASHTO H-20 LOADING :f:';;: �`* •4• +'•;:y!. �!.• ,,. 4000 PSI D.I.P. SPOT PIECE #4 Q EACH SIDE 5. REBAR TO CONFORM TO ASTM A-615-60 TYPE II CEMENT Fs=60,000PSI • QL • ' '. • 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. , ,•• •` ; TYPICAL FORCE MAIN CLEAN—OUT DETAIL A185 Fs=65,000PSI • �� „9 7. CONCRETE TO BE 40ODPSI Q 28 DAYS N.T.S MORTAR LINED i 'r 8. FLAT SLAB TOPS CNO JOINT) MUST HAVE TOP L 4 BOTTOM STEEL. 9. BOTTOM SLAB MANUFACTURED WITH 12 OPENING """""'"'" •°" OR CORE IN FIELD w4 Ar SECTION D—D 6Wx6W/6X6 WWF 4 I n DRAIN MANHOLE r ,.' TOP L BOTTOM :° j e N.T.S. 2' ,: .A. MANHOLE CHUTE OPENING y ; . + '�` d A� 'A' N.T.S. • PRECAST a' conifer", ••` `'•,` r':• REAL EETATE DEVELOPMENT,COMSTt CCTIOM t MANAGEMENT .• CLASS 'A' •Q. 4000PSI TYPE II CEMENT PS-2B Jr GRADE 60 STEEL MANHOLE STEP REINFORCEMENT seal M.A. INDUSTRIES INC.. �F- y()� KELLY do DIVIDEND DR. PEACHTREE CITY, GA. (OR APPROVED EQUAL) p+ SECTION A-A S.S. OR STEEL REINFORCED COPOLYMER POLYPROPYLENE ►� �'' 4''' ;� 0 NOTES: '� JACKETAFORREXPOSED PORTTION OF CABLCE110Nff"77 N777770j TEE NOTES: STRUCTURAL MANHOLE STEP DETAIL SUFFOLK COUNTY TYPE 'F' FINISHED issued date description 0 2. CONTRACTOR SHALL LOCATE STAINLESS STEEL 1. CONTRACTOR SHAD_ PROVIDE UV PROTECTION GRADE CAPPED OR PLUGGED ADJUSTABLE CASTING TO GRADE N.T.S. p EYEBOLT AND STRAIN RELIEF NEAR ACCESS JACKET FOR EXPOSED PORTION OF CABLE 12/19/2018 GENERAL REVISIONS Lei HATCHWAY. 2. CONTRACTOR MALL LOCATE STAINLESS STEEL — I EYEBOLT AND STRAIN RELIEF NEAR ACCESS _ ADJUST TO GRADE WITH N.J. SHALE 01/18/2019 REVISED PER 1/10/19 SCDHS 0 3. LOCATE MINIMUM OF 3 FEET FROM ANY TANK HATCHWAY. RED BRICK L MORTAR (MIN. OF TWO COMMENTS U VENT 3. CONTRACTOR SHALL PROVIDE STAINLESS I ( ( I j..•<. COURSES L MAX 157 STEEL RETRIEVAL GUY WIRE BACK TO ACCESS J•; {"r;'+ Ltl 4. PROVIDE PB SERIES TERMINAL BLOCK FOR HATCH FOR CABLE RETIEVAL t • .. 7 li CONNECTION OF POWER AND CONTROL 4. LOCATE MINIMUM OF 3 FEET FROM ANY TANK ' `-. PRECAST O CONDUCTORS IN JUNCTION BOX. VENT. ' ''.• • 2' ` •sr' CLASS A I DISCONNECT SWITCH •` • F •' '`, , 400OPSI 11 CEMENT O (POWER CABLES ONLY) 5. PROVIDE PB SERIES TERMINAL BLOCK FORTYPE O CONNECTION OF POWER AND CONTROL O CONDUCTORS IN JUNCTION BOX. -. �� 4 CO . ` �R,•.r� '����`�•..'� TOP L BOTTOM F PERFORATED S.S. OR PVC NEMA 4X SS DISCONNECT �µ �' 6' LAYER � STONE CAPPED OR PLUGGED SUFFOLK COUNTY TYPE F (POWER ONLY) PROVIDE 5' SLACK • ' • COATED S.S. CHANNEL OF PUMP POWER AND FINISHED issued date description (TYP,) CONTROL CORD IN 4 BETWEEN BRICKWORK AND STRUCTURE GRADE 8 CTYPJ ADJUSTABLE CASTING TO GRADE JUNCTION BOX POWER CONDUCTORS IN CONDUIT _ 1=1 _ ADJMAINTAIN MIN. 6' SEPARATION UST TO GRADE WITH N.J. SHALE •v (CONDUIT SIZES PER NEC) • CAIN CLASS 150 PIPE) RED BRICK L MORTAR (MIN. OF TWO EXPLOSION PROOF FITTINGS (TVP.) POWER CONDUCTORS IN CONDUIT PROFDJ=S : ' :. COURSES L MAX. OF 15') U (CONDUIT SIZE AS PER NEC.) 45• BEND —I 1 1 I i I �� •„ . . NEMA 4X SS JUNCTION BOX, An MECCHANICCAL "•.... C PROVIDE 5' SLACK OF PUMP CORD CABLE COMPRESSION JOINT FITTING CUP.) , "�`' w4 y�6' LAYER OF STONE 0 IN JUNCTION BOX. (TYP.) SEAL (wro CEMENT) CONTROL CONDUCTORS IN CONDUIT (CONDUIT SIZE AS PER NEC) 11.1 POWER/CONTROL #4 a EACH CORNER (TYP.) [�. COATED S.S. CHANNEL CABLE COMPRESSION SEAL CABLE, NOTE 14;_ EXPLOSION PROOF MAINTAIN MIN. 6' SEPARATION 18'MDV FITTING CTYP.) I' f ' :, WYE BRANCH BETWEEN BRICKWORK AND STRUCTURE CONNECTED TO TOP SLAB (W/O CEMENT) PROVIDE FERNCO CAP WITH •' WITH MECHANICAL JOINT p� DRILLED HOLE TO MATCH FITTINGS (D.I.P.) � IAMETER TO SEAL PUMP STATION CONTROL CONDUCTORS IN CONDUIT CABLE A(CONDUIT AAR13UND CABLE. °• SEE (MIN. CLASS 150 PIPE) M.H. (CONDUIT SIZE PER NEC) SECURE WITH STAINLESS PROFILES I:_ �, L: 45' BEND title / STEEL BAND. . • r ' ' - •; MA�CHDCABLEND DIAMETER TO SEAL CONDUIT CO CAP W/ DRILLED H13LE O 6' —''FLOW8�DR 18DIA DR gDI''' -FLOWWITH PLAIN END �4_6_ufh_oi_JTov\jn Rr 1 2, 2(j1s iL AND MECHANICAL AROUND CABLE. SECURE W/ STAINLESS .. - STEEL BAND •'' ... •; •. '�: .ti ..s: ;• .� PUMP STATION JOINT FITTING (D.I.P.) SAN DENT o SLEEVE TO EXTEND .;' • , �'•• 'r' ''"• M•P• � _• '`•• Planning Board j TO HATCH OPENING. 3' STAINLESS STEEL SLEEVE (lOS) STAINLESS STEEL , w J .-. (SEE NOTE 2) UNDERGROUND CONDUITS SHALL BE RETRIEVAL GUY ',': '� 3 to •� WIRE, NOTE 2 \ 7: ' D.I.P. SPOOL PIECE #4 fl EACH SIDE STAINLESS STEEL PVC COATED GALVANIZED STEEL 3' STAINLESS STEEL WYE BRANCH c SUPPORT AS NEEDED ;.•t CONDUIT A MINIMUM OF 3 FEET FROM �-EQ SLEEVE LES) WITH MECHANICAL JOINT WET WELL, BALANCE TO BE SCHEDULE STAINLESS STEEL IlLwo TANK TYPICAL GRAVITY HOUSE CONNECTION FITTINGS (D.I.P.) 3 CORE DRILLED OPENING 80 PVC CONDUIT TO CONTROL BUILDING, EYEBOLT, NOTE 2 \ - FOR EACH SLEEVESTAININ ROADWAY CLEAN—OUT DETAIL �+ STRAIN RELLESS�TEE2 �: o PROVIDE LINK PowER/CONTROL C SEAL FOR EACH 1 N.T.S. FLS R S' MIN. DIA. 8' MIN. DIA. FLOC,_ CL CABLE WITH 15' SLACK 4 DR-18 DR-18 drawn by. w checked by: CFD CL PUMP STATION PUMP r + :! ` 6Wx6W/6X6 WWF TYPICAL GRAVITY HOUSE CONNECTION scale: AS NOTED 0.�- DISCONNECT SWITCHES EQUIPMENT WITH ATTACHED 2 TOP & BOTTOM NON—PAVED AREA CLEAN—OUT DETAIL project number. 17106.000 ° N.T.S. POWER / CONTROL CABLES o c OPENING y ' 4'. N.T.S. I ` INSTALLATION DETAIL PRECAST • ' sheet number F-i" ' ' • class a N.T.S. •' 4000PSI THE EDUCATION LAW OF THE STATE OF NEW YORK o p TYPE II CEMENT PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O IN THE DRAWINGS AND/OR THE ACCOMPANYING to SPECIFICATIONS, UNLESS TTS UNDER THE DIRECTION FM7 04 OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH N ENGIN ALTERATIONS SIGN, SEAL,DATEAND DESCEIONAL RIBE THE FULL EXTENT OF THE ALTERATION ON THE li. DRAWING AND/OR IN THE SPECIFICATION d (NYS M. LAW SECTION 7209-2) 4 11 AWG RHW-2 + TEST COCKS (TYP. OF 4) (C NEMA 4X 1 GROUND IN 2" EMT CDT. 4 1 AWG RHW-2 U.S.E.-2 AUTOMATIC CIRCUIT •. IN 2 0 SCHEDULE 80 PVC CDT. TRANSFER SWITCH BREAKER FEBCO MODEL LF825Y - 1 RPZ EMERGENCY DEVICE OR APPROVED EQUAL 30" MIN. DISCONNECT No EG GENERATOR NT SIDE OF THE CLEAR WHEN PRIMARY FEED01 10 0". 08V 35 kW NATURAL rAS. 7- NEMA 4X 0/208 30, 6OHZ .: :` OV ACCESS PANEL OPEN }. FROM PSEG U METER 100A, 30, 280V 1300 Walt Whitman Road,Melville, New York NEMA 4X PHASE CONTROL RELAY LMMMUNICATIONS N 11747 TRANSFORMER SSAC SERIES WVM, START SIGNAL WIRE .n Phone 631 300 1010 OR APPROVED EQUAL 2 # 14-S IN 1" EMT OR AS RECOMENDED W3 0 MIN. DRAIN (TO BE 71ED INTO DIALER) BY EQUIPMENT MANUFACTURER § - PORT R. o WITH SCREEN owner/developer. PLR SURGE SUPPRESSOR 9 8. (TYP. EACH END) CONIFER REALY LLC 4 #1 AWG RHW-2 + MODEL 202XT BY MCG 83 E.Main Street,Suite 600, 1 GROUND IN 2"0 EMT OR EQUAL Rochester, New York 14604 REMOVABLE ACCESS PANEL,,:•;,•.;;+. HOT BOX DELOSURE ( Site/Civil Consultant r� 3 4 5 LENGTH 26' 1 2 6 7 8 CONCRETE PAD LENGTH 38" 4 #4'S IN 1 " EMT TELEPHONE UNE PLAN vlEw CONTROL WIRE PUMP CONTROL PANEL NEMA 4X A� DaMI E LENGTH 26' 3/8" THREADED ROD ATTACHED TO L K MCLJ`AN ASSOMTM P.C. PANEL HEATED HOT BOX ENCLOSURE MODEL 2 COPPER SPLIT RING HANGERS AND 3/8" COPPER F&M PLATES OR LANG ISLAND, NY LB1T OR APPROVED EQUAL APPROVED EQUAL 437 SOUTH COUNTRY RD., CONDUIT SEAL O_ 0 Of W w w w w w FEBCO MODEL LF825Y - 1" RPZ ��, BROOKHAVEN, NEW YORK 11719 FITTING (TYP.) LIMIT o DEVICE OR APPROVED EQUAL Tel: 631.286.8668 10 #12'S IN SWITCH � 0 0 9 z in a Y, to in TEST COCK 1 r 1 CONDUIT 1" PVC FOR o fr MCD L = 11177, .. `7777 7 COMMUNICATIONS Z z w MIN. W 0 Al IPER EQUIPMENT �n M TERMINAL BOX #1 12PER BOX #2 MANUAL NEMA 4X SS NEMA 4X SS x z v = m o " WITH0 3' MIN. DRAIN PORT VINEYARD VIEW EACH END) NORTH ROAD 7 #12-S IN \w o Z z GALVANIZED ANCA • AS PER 11" CONDUIT n Yd F 0 0 DOST. GRADE MANUFACTURER'S SPECS. .' GRADE N� a Z wz WHO: �') .• . •. � TOWN OFSOUTHOLD, N.Y. 11939 j o o I a 0 m _> Z PROP ON-SITE NOTE: ALL VALVES, BENDS z 3 # 12 S IN 3/4 PVC CDT. AND FITTINGS TO BE PER a v °_v 3 &3 z 12 0 WATER MAIN THE STAN ATTEST AWWA AND SCWA : NUE 1" 0 F00TNNG 3,500 PSI (f CONTITO PUMP STALASTiC WATER w � ' SINGLE LINE DIAGRAMLINE NOTES: JA N.T.S. rr Or DIRECTION OF FM FROM ON-SITE SUPPLY ► °"m� "" 1. BLOWER AND LIGHT TO BE OPERATED BY LIMIT SWITCH 1' WATER Sl?rVK2 mm'° ON PUMP STATION HATCH. PLUMBING CONTRACTOR END TYPE "K" COPPER PIPE 2. WARNING TAPE TO BE PROVIDED 12" ABOVE BURIED CONDUIT. SHALL. INSTALL THE AND CONTINUE SIT WATER WATER UNE FROM SCWA PIPING WITH C900--CLASS 150 3. ALL ELECTRICAL WORK TO MEET N.E.C. NOTE: TO SITE. PLASTIC PIPE - TONE WIRE 4. ALARM TELEMETER PANEL WILL TRANSMIT THE FOLLOWING ALARMS: AND WARNING TAPE SHALL BE A) HIGH WATER DIAPHRAGM ON FEBCO MODELS MUST CONTINUOUS ALONG ENTIRE ELEVATION VIEW BE INSTALLED ON THE 30" CLEARANCE LENGTH OF MAIN B) LOW WATER SIDE OF THE ENCLOSURE. • - C) PUMP FAILURE conifer D) POWER FAILURE DEAL ESTATE DEVELOPMENT.CONSTEECTION E MANAGEMENT 5. PROVIDE A TIME DELAY RELAY AS PART OF THE PUMP CONTROL PANEL FEBCO MODEL LF825Y 1 �� REDUCED PRESSURE TO PREVENT BOTH PUMPS STARTING AT THE SAME TIME. 6. PUMP STATION FEEDER CABLE SHALL BE A MIN. BURIAL DEPTH OF 18". ASSEMBLY 7. CONTRACTOR TO PROVIDE ALARM WIRING FOR PUMP CONTROL PANEL seal - ---- TO CENTRAL ALARM DIALER. N.T.S. 8. USE EXPLOSION PROOF LIMIT SWITCH TO ACTIVATE LIGHT AND FAN. 1`-'ter yC� 9. ALL CONDUIT SHALL BE SCHEDULE 80. MUST BE RIGID GALVANIZED PVC �� �° ti. COATED AT CONCRETE PENETRATIONS. (REFER TO SECTION 16111 OF �- �•n�,, �r�,.. � `s,, THE SPECIFICATION BOOK FOR MORE INFORMATION AND REQUIREMENTS �'•'"; -:.,r.: FOR ELECTRICAL CONDUITS.) rr', ,> 3 10. ALL EQUIPMENT TO BE INSTALLED IN NEMA 4X ENCLOSURES. F J RPZ NOTES: 58St,59, I 1. THIS DEVICE MUST BE PROTECTED FROM FREEZING. 2. TESTCOCKS MUST HAVE 30" MIN. CLEARANCE ONCE ENCLOSURE IS REMOVED TO FACILITATE TESTING. o ` 3. DRAINS CANNOT BE SUBJECT TO FLOODING AND MUST BE SCREENED. issued date description 4. ENCLOSURE MUST HAVE AN ADEQUATELY SIZED DRAIN PAN AND 2" SCREENED DRAIN TO ATMOSPHERE. 12/19/2018 GENERAL REVISIONS 5. PROPER MAINTENANCE MUST BE PERFORMED. 01/18/2019 REVISED PER 1/10/19 SCDHS p , 6. DEVICE MUST BE FROM NYS APPROVED LIST. COMMENTg V Q" 7. RESILIENT WEDGE OR BALL VALVES TO BE USED. 02/22/2019 REVISED PER 2/19/19 SCDHS I COMMENTS -PROVIDE ROUINIDED 8. A SEPARATE SHUT OFF VALVE MUST BE INSTALLED. CONCRETE TOP 9. DEVICE MAY NOT BE INSTALLED MORE THAN 5'-6" ABOVE THE FLOOR. 0 HIGH WATER ALARM 1/4" S.S. 10. DIAPHRAGM MUST BE ON 30" SIDE OF BOX. 00 EL. 10.17 ANCHOR BOLT 11. 8" MINIMUM CLEARANCE FROM THE BACK OF THE DEVICE TO THE ENCLOSURE WALLS MUST BE MAINTAINED. 0 sm PM PMT To LAG PUMP ON BACKUP HIGH 12. BACK FLOW PREVENTION DEVICE SHALL BE FURNISHED WITH ADEQUATE SUPPORTS. MATM"W' 811LD1"° EL. 9.67 ALARM/PUMPS ON 13. GRAVITY DRAINS SHALL BE DESIGNED FOR THE GREATEST DISCHARGE POSSIBLE. DRAINS SHALL NOT BE SUBJECT TO j EL. 10.67 FLOODING AND SHALL BE SCREENED AT BOTH ENDS. issued date description LEAD PUMP ON " " " 14. THE DISCHARGE ENDS OF GRAVITY DRAINS SHALL BE VISIBLE SUCH THAT THEY CAN BE CHECKED DAILY. XJ � >r; EL. 9.17 3 X 3 S.S. BRACKET 15. CLEARANCES SHALL BE AS SHOWN OR INDICATE IN THE NOTES. •v 16. IN NO CASE SHALL THE INSTALLATION OF BACK FLOW PREVENTION DEVICES INCLUDE UNPROTECTED BYPASS PIPING. CLOSED o VALVES ON THE BYPASS PIPING DO NOT CONSTITUTE PROTECTION. LOW WATER 17. ALL VALVES SHALL OPEN COUNTER-CLOCKWISE. PAVEMW o EL 7.50 18. EXCLUDING THE WATER METER, ALL PIPING SHALL BE UNBRANCHED AND UNRESTRICTED FROM THE WATER MAIN TO THE BACK _ FLOW PREVENTION DEVICE. °j 19. THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER. PROVIDE.III ,' •� (- te•�coNcrelE F00'flNQ_ DEµ� 1*-r PUMPS OFF 20. NO LEAD SOLDER SHALL BE USED FOR THE INSTALLATION. LM EXH WAY THROUGH EL. 8.50 ° 21. THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER METERS AND BACK FLOW PREVENTION DEVICES. C III 4 . �FROM B01T17A1 ' LOW LEVEL ALARM 22. BACK FLOW PREVENTION DEVICES MUST BE TESTED ANNUALLY BY A NEW YORK STATE CERTIFIED TESTER. EL. 8.00 23. TEST REPORTS MUST BE SUBMITTED TO BOTH THE WATER DISTRICT AND THE APPROPRIATE COUNTY DEPARTMENT OF HEALTH. oI= CAST IRON WEIGHT 24. ALL INSTALLATIONS SHALL CONFORM TO BOTH THE WATER DISTRICT'S RULES AND REGULATIONS, PLUMBING CODES, AND NEW YORK STATE HEALTH DEPARTMENT REGULATIONS. N -III-I I i I25. LAYOUTS SHOWN ARE APPROXIMATE. ADJUSTMENTS MAY BE REQUIRED TO SATISFY FIELD CONDITIONS. ALL ADJUSTMENTS title EZ O' SHALL BE SUBJECT TO THE APPROVAL OF THE WATER DISTRICT. 26. THE INSTALLER SHALL SUBMIT A CATALOG OF SPARE PARTS TO THE OWNER. SANITARY 27. UNLESS SPECIFICALLY SHOWN, VALVES SHALL BE BALL VALVES OR RESILIENT WEDGE GATE VALVES. ALL VALVES SHALL HAVE BOLLARD DETAIL NON-RISING � S N.T.S. M U LTI R 0 D E PROBE DETAIL BACKUP HIGH LEVEL FLOAT 28. BACK FLOW PREVENTION DEVICES SHOWN OR SPECIFIED ARE PRESENTED AS A GUIDE. EQUIPMENT MAY BE FURNISHED FROM DETAILSN.T.S. ANY MANUFACTURER DEEMED ACCEPTABLE BY THE WATER DISTRICT. 'T MOUNTING DETAIL 29. UNLESS OTHERWISE NOTED, WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 5'- On. N.T.S. 30. TO AVOID DIRECT CONTACT WITH CONCRETE, THE PROPOSED PIPING SHALL BE WRAPPED WITH MINIMUM 1" THICK FOAM 3 INSULATION PRIOR TO CONCRETE POUR - TYPICAL a� 31. INSTALLATION OF BACKFLOW PREVENTION DEVICES TO CONFORM WITH SUFFOLK COUNTY WATER AUTHORITY AND SUFFOLK o COUNTY DEPARTMENT OF HEALTH SERVICES AND NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. v a drawn by: a� ��rr a RECET - -- � �� checked by: CFD CL scale: AS NOTED 13 ° MAD 12 20_1.19 .. project number. 17106.000 I„i a Southo-la-Tov�n o C Pianning Board I v sheet number p THE EDUCATION LAW OF THE STATE OF NEW YORK 00 PROHIBITS ANY PERSON FROM ALTERING ANYTHING 04 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS,LICENSED UNLESS ITSON UNDER THE DIRECTION (V p OF A LICENSED PROFESSIONAL ENGINEER, WHERE N SUCH ALTERATIONS ARE MADE. THE PROFESSIONAL FM8 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE - THE FULL EXTENT OF THE ALTERATION ON THE li/ DRAWING MID/OR IN THE SPECIFICATION d (NYS ED. LAW SECTION 7209-2) ` Foundation -�Foundation 1z"-7--,1 Foundation �� ._ Foundation "�.=' :-�Foundation �M Design,P.C. Design,P.C. Design,P.C. Design,P.C, m Design,P.C. SOIL-13WROCK•GROUNDWATER SCIL-FMROCK-GR01!rr)WA.TER SOIL-r3EDROrK-GPDtr J WATER. SOL•MF)Dr_K. GR01J'rJ4Cr',TEN. SGL•FfliROCK•k+,OU!r)WAIER Test Pit Log EXIST. GRADE: 16.87 Test Pit Lo EXIST. GRADE: 26.72 Test Pit Lo EXIST. GRADE: 20.11 Test Pit Lo EXIST. GRADE: 20.88 EXIST. GRADE: 20.44 Project No. 4402.0 Page 1 of 1 Test Pit No. TP18-1 g g 9 Test Pit Log _ Project No. 4402.0 Page 1 of 1 Test Pit No. TP18-2 Project No, 4402.0 Page 1 of i Test Pit No. E18-3 Project No. 4402.0 Page 1 of 1 Test Pit No. 818-4 Project Na 4402.0 Page 1 of 1 Test Pit No. 618-5 Project Name Vineyard Yiew,North Road!County route 48,Southold,New York Project Name Vineyard View,North Road/County route 48,Southold,New York Project Name Vineyard View,North Road/County route 48,5outhokl,flew York Project Name Vineyard View,North Road/County route 48,Soutfiold,New York Project Name Vineyard View,North Road/Canty routes 48,Scud ,New Yak Client Confer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Confer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Conier Realty LLC,TODD university Avenue,Rochester,New York 14607 Client Confer Realty LLC,1OD0 University Avenue,Rochesw,New York 14607 Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy!30s Technician T,Heyer Elevation Weather Cloudy!30s Technician T.Beyer Date Started 1-24-18 Completed 1-2418 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 Jay Date Started 1-24-18 Completed 1-24-18 Operator _lay "' ..,..'.. ',... Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting A Materials Equipment CAT 325D Excavator Backhoe Subcontractor -Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contacting&Materials Equipment CAT 325D Excavator Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Below Sample of •3? .z.; "W Ri P 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 TOPSOIL 0`6" TOPSDIL 0'8" TOPSOIL 0'13" TOPSOIL 016" TOPSOIL 0110" Firm tan-light brown moist SAND,little m-f gravel,trace silt Firm tan damp SAND,dace m-f gravel,trace silt Loose tan-arange-brown moist SAND,trace m-f gravel,trace silt Loose tan-light brown moist SAND,haw c-m4 gravel,trace silt Loose tan-light brown moist SAND,trace c-m4 gravel,trace silt 1300 Walt Whitman Road,Melville, New York 2 2 2 2 2 11747 Phone 631 300 1010 30" 26" owner/developer. Firm tan-brown moist SAND,little c-m-f gravel,trace sift Firm tan-brown-orange moist in wet SAND,little c-m-f gravel,gravel,tramsilt CONIFER REALY LLC Firm light grey moist SILT,little m-f sand,trace day 410" S-1 2'-4' 410" 4 Compact tan moist SAND,little m-f gravel,trace silt Firm tan-brown moist SAND,little m-f gravel,trace silt 41r 4 S-1 2'-4' 83 E.Main Street,Suite 600, Rochester, New York 14604 6 6 1 6 6 1 6 Site/Civil Consultant S-1 6`-8' 80" Firm orange-tan saturated SAND,little silt,little gravel,trace clay 8 A-RAI " 10 6" 100" 100" 1010 100" Test pit terminated at 106 Test pit terminated at 100" Test pit terminated at 1010" Test pit terminates!at 100" Test pit terminated at 100" ..n to 110 110 1L K McLEAN ASSOCIATES,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. Sides collapsing upon completion 437 SOUTH COUNTRY RD., 2. Water at 8 U': 2. Test pit dry upon completion. 2. Dry on completion. 2. Dry on completion. 2. Water at 96': BROOKHAVEN, NEW YORK 11719 3. Staked locations and elevations provided L.K.McLean. Tel: 631.286.8668 P 3. Staked locations and elevations provided by L.K.McLean. 3. Staked locations and elevations provided by L K.McLean. 3. Staked locations and elevations provided by L K.McLean, 3. Staked locations and elevations provided L.K.McLean. VINEYARD VIEW N",-:.�Foundation Foundation Foundation Design,P.C. Design,P.C. � "A� :°Foundation NORTH ROAD 73 „ `w,:µx Design,P.C. �Foundation . a g Design,P.C. J Design,P.C. TOWN OF SOUTHOLD, N.Y. 11939 !'ACI.-F11T)F.?XX•C&G_.IJ6wA.hLR SOIL•BEDROCK•Qt0UN7WATEFk SOIL•BFARCCK•GROUM1AWATkR Test Pit Lag EXIST. GRADE: 21.62 SOL-RrrRo:�•knvna4,u,Arra SOL.r±asRON:K.Gslox-cWATr-x '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 PR No. at" Project No. 4402.0 Page 1 of 1 Test Pit No. 618-7 Project No. 4402.0 Page 1 of 1 Test Pit No, 618-8 Project No. 440210 Page 1 of 1 Test Pit No. 618-9 Project No. 4402.0 Page 1 of 1 Test Pit No, 818-10 ^^°..... Project Name Vineyard View,Nath Roadr'County routs 48,Southold,New York Project Name Vineyard View,North Road/County In 48,SouWold,New York Project Name Vineyard View,North Road/County route 48,Southold,New Yak Project Name Viroyard View,North Road`Cotrny route 48,SouWokh,New Yak Project Nam _Vineyard View,North Road/County route 48,Southold,New Yak Client Confer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Confer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Confer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Confer Realty y LLC,1004 University Avenue,Rochester,New Yak 14607 Client _Confer Realty LLC,1000 University Avenue,Rochester,New York 14607 Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy!30s Technician T.Beyer Elevation Weather Cloudy/313s Technician T.Beyer Date Started 1-24-18 Completed 1-24-18 Operator Jay pate Started 1-24-16 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 Say Date Started 1-24-I8 Completed 1-24-18 Operator Jay wh Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Tem Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavaeor Backhoe Subcontractor Tem Contracting&Materials Equipment CAT 325D Excavator i Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications 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 TOPSOIL 4 8" TOPSOIL 10" TOPSOIL 10" TOPSOIL 0 6" TOPS1l 0`6" Loose tan-orange-brown moist SAND,little silt,trace c-m-f gravel Firm to compact grey damp SILT,some day,trace course sand,trace Firm tan-orange moist SAND,little silt,trace m-f gravel Firm tan-orange moist SAND,little c-m4 gravel,trace silt. Firm tan-orange moist SAND,little c-m-f gravel,trace silt firm gravel 2 2 2 2 2conifer"c 19AL rSTATE DEQxLO.MEMT.COMSTRUCTIOM t MAMA6EMENT S-1 2'-4' 30" 4 seal Firm tan-brawn moist m-f SAND,little c-m-f gravel,trace silt. 41' Cil:,/,/ '/+f• / 6 6 S-1 4-6' 6 6 CS 8 810" 810" O Firm light brawn-grey wet SAND,little c-m-f gravel,little silt Firm light brown-tan saturated SAND,little c-m-f gravel,trace silt Compal light brown wet to saturated SAND,little c-m f gravel,trace J silt c 10`0" 1010" 100" 10110" 10'0" •` Test t terminated at 1010" Test terminated at 10'0" Test it terminated at 100" Test t terminated at 100" �o p Plt P Pi Test pit terminated at 100" issued date description 10 S-1 8`-10` S-1 8-10' 10 Notes: 12/19/2018 GENERAL REVISIONS Notes: 1. Sides stable upon completion Notes: Notes: Notes: LL_1 1. Sides collapsing upon completion 2, Dry completion. 1. Sides collapsing completion 1. Sides collapsing upon completion 1. sties collapsing upon eompfetion 01/18/2019 REVISED PER 1/10/19 SCDHS LL 2. Waterat96': 3. Staked locations and elevations provided by L.K.McLean. 2. Waterat8ir 2. Waterat80", 2. Water at 81l COMMENTS U1 12 3. Stalked locations and elevations provided by L.K.McLean. 12 4. Standing water was observed adjacent to the best pit. 12 3. Staked locations and elevations provided by L.K.McLean. 12 3. Staked locations and elevations provider)by L.K.McLean. 12 3. Staked locations and elevations provided by L.K.McLean. LJ_I !L O $ --=� Foundation (6 Design,P.C. O Foundation _- Foundation r` Foundation CONTINUED ," DesignP.C. CONTINUED j LL Design,P.C. �" Design,P.C. issued date description CONTINUED Boring Log EXIST. GRADE: 32.09 •3 Project No. 4402.0 Pae 1 of 4 Test Boring No. B18-1 Project No. 4402.0 Page 2 of 4 Test Boring No. B18-1 Page 9 Project No. 4402.0 Page 3 of 4 Test Boring No. B18-1 Project No. 4402.0 Page 4 of 4 Test Boring No. B18-1 Project Name Vineyard View North Road Coun Route 48,Southold New York Project Name Vineyard View North Road Coun Route 48 Southold New York Project Name Vineyard View,North Road/County Route 48 Southold New York Project Name Vineyard View North Road/CouRy ROtrte 48 Southold New York Client Conifer Realty,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 Client Conifer Reafty,1000 University Avenue,Rochester New York 14607 v Elevation Weather Cloudy/30's Engineer T. er Elevation Weather Cloudy/30 s Engineer T.Beyer Elevation Weather Cloudy/30's Engineer T.Beyer Elevation Weather Cloudy/30's Engineer T.Beyer Date Started 1-24-18 Completed 1-25-18 Driller J.Loomis Date Started 1-24-18 Completed 1-25-18 Driller J.Loomis Date Started 1-24-18 Completed 1-25-18 Driller J.Loomis Date Started 1-24-18 Completed 1-25-18 Driller J.Looms Drilling Company: Target Drilling Co. Groundwater:6'0" Drilling Equipment CME-75 Truck Rig Drilling Company: Target Drilling Co. Groundwater:6'0" Drilling Equipment CME-75 Truck RIcj Drilling Company: Target Drilling Co. Groundwater:60" Drilling Equipment CME-75 Trude Rig I Drilling Company: Tar"Drilling Co. Groundwater:60" Drilling Equi meat CME-75 Trude R' c 0 tol Blows Per Six Inches Visual Sol[and Rock Classifications Blows Per Six Inches Visual Soil and Rock Classifications Blows Per Six Inclhes Visual Soil and Rock Classifications Blows Per Six Inches Visual Soil and Rock Classifications N Sample Delyth N ample Depth N ample Depth N ample Depth Ft, 0" 6" 6"/12" 12"/18" 18"124" Value No. Remarks Ft. 07/6-T6-/12- 12"/18" 18"/24" Value No. Remarks Ft. 0716-T6-/12- 12"/18" 18"/24" Value No. Remarks Ft. 0"/6' 6"/12' 12"/18" 18"/24' Value No. Remarks WH 3 TOPSOIL 110" 9 10 Stiff grey moist CLAY,little sift,trace m-f gravel Very dense light brown saturated rn-f SAND,little sift rn 2 4 5 1 0=2' Loose brown wet c-m-f SAND, little silt, trace rn-f 11 15 21 10 30=32' 1 1 gravel 0 2 4 3 2 V-4' 4'0" 64'0 a�oi 5 15 18 Compact brown saturated c-m-f SAND,trace silt " 35 65 Very dense light brown saturated m-f SAND,little silt 95 title i8 25 36 3 4'-6' Very dense brown moist c-m-f SAND and SILT, little 13 15 S-11 Hard 28 50/6 50/6 17 65-66' 23 24 rn-f graver 17 24 32 ii 35-37' SOIL BORING O 45 40 69 4 C-8' > 13 50 SO 5 8'-9' 10 40 70 100 LOGS O 23 28 8 11 38 5013 5003 18 70'-70'9° 28 39 18 15 46 6 10'-12' S-6 Dense12 16 23 12 40'-42' S-12 Stiff 40 44 79 21 10iY-102 -� 13'6" Boring terminated at 102'0" Firm brown saturated c-m-f SAND,little silt,little m-f gravel y 15 45 75 145 p 6 7 10 12 6 12 13 7 15'-17' 15 19 27 13 45'-47' S-13 Hard 7 12 CIL 1 25 50 37 19 75'-77' X19 Compact drawn by: BRC O 20 50 BD 110 Q � � T checked by: CFD CI 30 6 8 11 - �V( ..r E 0" 6 6 12 8 20'-22' 13 20 24 14 50'-52' S-14 Stiff M�AR 1. 2 2019 scale: AS NOTED M p _ _ _ _ project number. 17106.000 f7 a' 25'0" 54'0" SOUtil0ld I own O 25 Very dense brown saturated m-f SAND, little silt, 55 Compact brown saturated c-m-f SAND,trace f gravel, 85 115 Planning Boar C L_ 26 27 trace rn-f gravel 11 13 trace silt 38 42 sheet number Oh`_� 31 29 58 9 25'-27' , " 21 25 34 15 55'-57' S-20 Very dense Notes: 50/4 92 20 as'-86'4' T- 28 6 Notes: Notes: THE EDUCATION LAW OF THE STATE OF NEW YORK O 00 Notes: PROHIBITS ANY PERSON FROM ALTERING ANYTHING 04 0 1.Water at 6'00, 1.Water at 60". 1.Water at 6W. 1.Dry upon completion. IN THE DRAWINGS AND/OR THE ACCOMPANYING eo 30 2. Bore hole backfilled using auger spoils, 60 2.Bore hole backfilled using auger spoils. 2.Bore hole backfilled Using auger spoils. SPECtnCKnONS, UNLESS TIs UNDER THE DIRECTION C4 4 O 90 9 9 P 120 2.Bore hole backfilled Using auger Sp0(i5. OF A LICENSED PROFESSIONAL ENGWEER, WHERE N '- N=No.of blows to Drivel Spoon JK with 140 Ib.Wt.30"Ea. Blow N=No.of blows to Dril Spoon JZ with ID Ib.Wt.30 Ea.BlowPROFESSIONAL N=No.of blows to Drivel Spoon JZ with"4Q Ib.Wt.30'Ea, Blow N=No.of blows to Drill Spoon J3"with 14A Ib.Wt.3T Ea.Blow ENGINEERT MUST SIGN.SEAL,TIONS ARE DATEEAND DESCRIBE FM9 -� THE FULL EXTENT OF THE ALTERATION ON THE DRAINING AND/OR IN THE SPECIFICATION LZ d (NYS ED. LAW SECTION 7209-2)