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HomeMy WebLinkAboutSCWA Approved Plans ckf ` LEGEND: F r , 00, ------ PROPERTY LINE { "PROJECT ' W LOCATION ' / `='A` PROPOSED CONCRETE CURB t ,f _.,W S � 1 ''i '. ,e fi"+ - .' -, •Irv.^. re ,1�1 mmPROPOSED TREE LINE ` " PROPOSED SANITARY FORCEall MAIN (SEE SANITARY SHEETS) 'S `- � k PROPOSED SIGN :b 427 38, >Y , r PROPOSED DRAINAGE LEACHING POOL " and PROPOSED UNDERGROUND w - �` � o -_----.-_ � [� PROPOSED CATCH BASIN c' ' TELEPHONE (VERIZON) u I — --.--5 2 PROPOSED DRAINAGE PIPE � a a. jl w ALEi \. •aa « ' s?o +rr PROPOSED LIGHT POLE AREA 325 Wireless Boulevard,Hauppauge,New York r w. PROPOSED WATER LINE ` % rvr z -r--w-- ---~ \ �� % +—,-- 11788 \_ Phone 631 300 1010 PROPOSED FIRE SERVICE LINE _!1Nva LOCATION MAP -'—*- PROPOSED TELEPHONE LINE owner/developer: �% CONIFER REALYY LLC N.T.S. PROPOSED GAS LINE 83 E.Main Street,Suite 600, q '- + o -e--E- PROPOSED U.G. ELECTRIC Rochester,New York 14604 4, Q ADEN, ' o ' ° Q; oRAdUyq SUM.,(TYPEc) ,, PROPOSED % _ _ - z pti � c; RETENTIpN �» �` • PROPOSED ELECTRICAL PROPOSED SANITARY LINE 4 AREA s FIN.FLR.EL.=23.25 ` R J 1 ELECTRICAL Site/Civil Consultant a, dV3 ., ��—w�, TRANSFORMER BY I � ' � q " �` °_' I �:� :•, PSEG (TYP.) D TRANSFORMER RM PADBY PSEG PROPOSED SEWER FORCE MAIN PROPOSED UNDERGROUND ,� y PROPOSED TRANSFORMER ELECTRIC PRIMARY (PSEG) i PROPOSED HYDRANT ' l ' I 1 PROPOSED SANITARY l i %% FORCE MAIN OCT. 17, 2017 FRESHWATER (SEE SANITARY SHEETS) WETLANDS BY GARY GENTILE, L K Mt�EAI�I A390C�A P.0 LKMA, ACCEPTED BY SOUTHOLD T� 0 1 _,,,_ % , •' TRUSTEES PERM1T#9174A, 37GSOUTH DCOUNTRY RD., PROPOSED SANITARY 3/23/2018 BROOKHAVf N. NEW YORK 11719 f 1 * PROPOSED SANITARY SEWER LATERAL 2005 FRESHWATER WETLANDS BY Tel: 631.286.8fi68 ti� I HOUSE CONNECTION (SEE SANITARY SHEETS) — C.W. BOWMAN, LAND USE ESI„ - AFFIRMED BY NYSDEC LETTER • \ \\ (TYP.) 6/20/2018 CONNECTION POINT OF SANITARY I I 9LDG.2MPE8) \ (SEE SANITARY FORCE MAIN FIN.FLR.EL. 231s SHEETS - �' /� \ _ EX. WATER METER (SEE SANITARY PLANS) Q ; '�,': m ) - - \\ �.. --'J � '- � EX. WATER VALVE VINEYARD VIEW Ex. U.G. WATER NORTH ROAD CONNECTION POINT OF 10 - I I — N '^'i ` _ t , -r Ex. U.G. TELEPHONE TOWN OF SOUTHOLD, N.Y. 11939 PROPOSED 4" GAS MAIN � `l EX. U.G. ELECTRIC EXTENSION BY NATIONAL GRIDS J I V" =' • • ��- ° ' - ` T y EX. U.G. GAS „ V I «e • \ Q OLE r e EX. ELECTRIC MANHOLE PROPOSED 4 GAS MAIN BY F ` \ ` ` S Q EX. TRAFFIC SIGN . ' NATIONAL GRID 10 .` ',7Jt� • ; ,� \ �4zy- EXISTING UTILITY LIGHT POLE PROPOSED HYDRANT (TYP.) ; ,.-� � ;_ ( . -o- EXISTING UTILITY POLE ` •. . `: • BWG.3CIYPEB) BLDG.4rrYPEA) O-, EXISTING LIGHT POLE PROPOSED PRIVATE WELL -� ® i -1 ,--; ;�, FIN.FLR \ © EXISTING ELECTRI C METER y `„ 1 • • I ,e. • ,i • ; {- - y_• or FIN.FLR. _ JEL= -�, BLDG.B(TYPE D) PROPOSED 12" ON--SITE WATER 1 ' i " 23.26 �=_ i ._�; __r; FIN.FLR " \ � � � � EXISTING FIRE HYDRANT I+vlA1N i I _-- _t J 'Fiji 8 �1" 'i'" ( mss S' wA R \ / \ D4 EXISTING WATER VALVE f� • F � swain \ \ _ EXISTING CATCH BASIN , c o PROPOSED TOE OF a --- -- SLOPE FOR RPZ BERM \ �`� \ , ■i } �i i orvl .1 PROPOSED WATER METER � �� +A ' � „� , . I % ■EAI Ef7iE DEYEiorncwi,CONSTRICTION l.r.wo..EoEY. • i / / INSIDE OF DT-201 VAULT f 20'MAX. ^` PROPOSED 12" TAP � ,-ry-ry-ry-- -ry-ry=ry-"-ry-'o-� i seal FIN.FLR.EL.=29. / _– ` '`� •-p I BLDG-7rIYPE D) rEL _A4 I •/ y FIN.FLR. Zt 0' •\ I ATER RETENTION 2315 . . 1 •� J ! 810 SWALE!STORMW L C" ' – . ) STORiLfyyGA gRAE�/ ATER ( # t3 I s emn O Ci � . IO AREA _ sw,'►Re^ , `. Y � W o I PROPOSED DUAL 8" RPZ s'Mlry � =®, •\• / � BERMED VAULT AS DETAILED BLDG.SrrYPEA) ' _�.�' /� \ FIN.FLR EL.=25.15 ( \ » ` a ( _ --� PROPOSED 12 WATER ! / / �\ \ i°1 ;M.r�•• �� \ \ ` issued date d �' 0' — ��\`� , �1 MAIN (TYP.} ascription ` \ \ � s \ � 1 7-17-18 WATER MAIN EASEMENT LINE PROPOSED ROOM FOR BOOSTER PUMP �`Q — � �® •. ,\ 177_ PROPOSED SANITARY SEWER ` 2 7-19-18 2005 WETLANDS DELINEATION . 4 �\ PUMP STATION U PROPOSED IRRIGATION HEAD (TYP.) 3 9-10-18 PROGRESS PRINT \ � (SEE SANITARY SHEETS} {i IRRIGATION TO BE FED FROM s AREA --._-.-- ---_ \ 4 9-28 18 SUBMTITED TO SCWA p WELL 7 5 10-10-18 ADDRESSED COMMENS FROM SCWA " v \• ,,_ ` �w "\. \ , PROPOSED 1» RPZ INSIDE \ o PROPOSED 6 FIRE SERVICE �" . I - - ' , o ` _ _ --_ _ \ HEATED ENCLOSURE AS o (TYP.) a ._ - -_ 1 \ to ►� ' Li� f 1 � / / _ \ R \ DETAILED.STORRWiTER do'/ issued date description E PROPOSED 4» DOMESTIC WATER o E �gREq v ! PROPOSED HYDRANT C UIC5 \ I I \ \ ! LL= UTILITY NOTES: I > \ \ \ `\ / \IY \ \ ` 1. ALL UTILITIES .SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED 2 ° \ \ ' "�� \ OI I title m DIRECTLY WITH THE APPROPRIATEO UTILITY COMPANY ' TE �` •'' \ \ ,'�'�, b- 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG10 J# UTILITY "'O� A` :33. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR . - 4. SEE ELECTRICAL SITE, PLANS FOR ALL WORK FROM UTILITY � 00/ TRANSFORMER TRANSFORMER TO BUILDINGS PLAN 5. SEE ELECTRICAL SITE PLANS FOR ALL ELECTRICAL WORK FOR SITE ` r p t pp p y ° •`"'" � LIGHTING r ,` [,rey..y�'s°+'I i ^k\ C«` i V:e � S. WATER MAIN - SCWA SHALL INSTALL ALL WATER MAINS, SERVICE TAPS, 564 , ,< METER VAULTS AND .METERS ON SITE - D 7. WATER .SERVICES (FIRE AND DOMESTIC) SHALL. BE DONE BY THE SITE n PL11MBING COtVTRACTOR ».,{- :,.__ ° €1 a01_1.�i 13'y �i I drawn by: BRC $. WATER BUILDING SE fl CESTHEICU B INSTALLEDCURB. 54" BELOW GRADE FROM THE r COPPER PIPE COILED ABOVE GRADE � --.._-..,�__.._..,_....,...„ .,.___.. � F �� i; 1 checked by: CFD Q AT CURB. CL 9. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE ' III; it.)r,�(.I t r;s•M"OTT',..,..^... .,_.> .._ .,»_. Olx COUNTY DEPARTMENT OF HEALTH . ' `<,l 6" T�11.t3.Lr:!`:I�lA D�C 1 2 2018 l scale: As NOTED project number 17106.000 v SUFF 'r AU�'P H �"t.Ji.t 'f r)t. � 10�t'�.3.�1tV0 21"A A Southoi; Ia ,n LN1t o 10. WATER SERVICE SIZING: M Plannin'g' Board CL I L v 10.1. FIRE - ALL 4". UNMETERED I sheet number I 0 -10:2. DOMESTIC - ALL 1-1/2- 0 THE�v r EDUCATION RX O 10.3. DOMESTIC FOR THE PUMP STATION IS 1" 0 ANY NY PEE STATE PROHIBITS ANY FROM ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING 04 x 0i' L SPECIFICAMNS, UNLESS ITS UNDER THE DIRECTION 0 11. GAS MAIN -AND GAS SERVICE LINES SHALL BE BY NATIONAL GRID � � � 50 ,O 5O �OO OF A LICENSED PROFESSIONAL ENGINEER, WHERE 04 12. CONTRACTOR IS RESPONSIBLE FOR GAS HEADERS AND 3 FT. X 4 FT. SUCH ALTERATIONSSTSI ARE TRADE. THE PROFESSIONAL ENGINEER MUST SGN, SEAL, GATE AND DESCRIBE U I THE FULL EXTENT OF THE ALTERATION ON THE +, ►� CONCRETE SLAB. ,; SCALE IN FEET DRAWING AND/OR IN THE SPECIFICATION v j O (NYS ED. LAW SECTION 7209-2) . 0- Ic 'ik V,l b" �j Ir 4 SUFFOLK COINTY,-WATER AUTHORITY BACKFLOW PREVENTION DEVICES APPkOVAL'OF PLANS THESE PLANS FORI oAt- AR.E1NDITIONS ormt-,. SUBJECT TO ,0 APPROVAL OF GEN 236 ISSUED THIS DAY L.Wynh,urst,Manager CO2*01 1 17 LEI-, Cross Connection T-- OE-C 2, 2018 'SIJEET carti I......... v r PROPOSED 5'-6" TEST COCKS THRUST BLOCK SCHEDULE (TYP. OF 4) MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK „ DOOR HINGE SIDE �, CAPS, & —0 PIPE SIZE 12 90• BENDS 45' BENDS 22.5 BENDS » PLUGS + » 11 —D 8 -0 6- 8' 3 1/2 5 23/4 131/2 OPENING 1 8' 5 1/2 7 3/4 4 1/4 2 1/4 8" MIN. NOTES R °• 1. ALL THRUST BLOCKING TO EXTEND TO 00ISTURBEO EARTH OR ROCK ' d'.: Q. D ;e Q: m • C ° 'a r— 2. WAI�i T41Rt BEaR:NG aRea As sPEcrFrm rN sa rEDULE eELow. TYP. 22.5' BLOCKS TRANSIT MIXED 2500 PS CONCRETE. x •A ( r )I BEND J `I " TYP. PLUG TYP. 90• TYP. 45' 00 I ^ 30" MIN. J q J OPE TNG OR CAP BEND TYP. TEE BEND D 8" MIN. -------- I------- -- ---J TYP. CONC. I ¢, THRUST BLOCK PROPOSED OS&Y VALVES (TYP. J 8" x 8" x' 24" L. C.L.D.I. CLASS 250 325 Wireless Boulevard, Hauppauge, New York FOR BOTH RPZ DEVICES) PROPOSED FEBCO DOOR HINGE SIDE CCA TREATED LUMBER MECH- JOINT FITTING 11788 WITH RETAINER GLAND Phone 631 300 1010 . LF860 8"(� RPZ'S OR PVC GASKET PROPOSED APPROVED EQUAL 12" WIDE ACCESS LADDER BILCO TYPE JD 48"x96" STEEL WATER MAIN owner/developer. �:•' �• v° TEST COCKS DOUBLE LEAF DOOR - CAST � TYPICAL THRUST BLOCK CONIFER REALYLLC vb. a (TYP. OF 4) IN SLAB (GASKET REQUIRED) C E.Main Street,Suite 600, c TEST COCKS (TYP. OF 4) ��T/� � � � Rochester,New York 14604 12" VALVE — TYPICAL, 12" C.L.D.I. BYPASS SECTIONAL PLAN VIEW ACCESS DETAIL -- TOP VIEW /� 30" MIN. N.T.S. FRONT SIDE OF THE CLEAR ;WHEN Site/Civil Consultant . N R OPEN " E LE ACCESS PANEL f BILCO TYPE SD 48"x96" STEEL ..,�Y" DOUBLE LEAF DOOR - CAST IN SLAB (GASKET REQUIRED) z A 3" 0 MIN. DRAIN '. FEBCO LF86_0 o W N PORT r WITH SCREEN I PROPOSED OS&Y VALVES TYP. ,41$"0 RPZ'S OR ACCESS z 3 z I ( PROVED EQUAL Q (TYP. EACH END) 'x FOR BOTH RPZ DEVICES) L K-McLEAN A33ATL8, P.� TOP OF VAULTCT S LONG ISLAND, NY = 39.50 437 SOUTH COUNTRY R0., EARTH BERM BROOKHAVEN, NEW YORK 11719 REMOVABLE ACCESS PANEL ,:-;,°;�� " ♦,' Tet: 631.286.8668 1.5 TWO 12" PVC PIPE I _ HOT BOX ENCLOSURE I FEBCO MODEL LF825Y - 1" RPZ +, O CID DRAINS WITH SCREEN 52-69t MIN. 5'-0" MIN. 1 I COVER LENGTH 26 DEVICE OR APPROVED EQUAL FURNISH & INSTALL METER TO METER TO TOE �- z CONCRETE PAD LENGTH 38" - VINEYARD VIEW VAULT AS PER S.C.W.A. DT-201 VAULT OF SLOPE .._.. `�' � 18"MIN. PLAN. VIEW FINISHED GRADE NORTH ROAD 32.00' HEATED HOT BOX ENCLOSURE MODEL ENCLOSURE LENGTH 26' HB1T (PART NUMBER HF013027035) OR TOWN OF SOUTHOLD, N.Y. 11939 APPROVED EQUAL t° Z SUPPORT 3/4" THRUST ROD — TYPICAL FEBCO MODEL LF825Y - 1" RPZ DIRECTION OF FLOW� DEVICE OR APPROVED EQUAL 11.1110 x '. 12" C.L.D.I. TEE 8" C.L.D.I. DEVICE TEST COCK #1 12" CLD I PIPE / z TO FACILITY a • • ' tl A' ,s .. nm "'anmaYd":.a➢`,de,., '.r>JY D z z p a a p•4• » _E z 3" 0 MIN. DRAIN PORT 12 x8 TEE w WITH SCREEN 12" GALVANIZED ANCHOR BOLT (TYP. EACH END) C.L.D.I. 8" 90' ELBOW EXIST. GRADE - WATER•TAP '13Y S.C.W.A. '-' 12" LINE (TYP.) FASTEN AS PER ALL FEES TO 'BE PAID BY VALVE - 8" 90' ELBOW MANUFACTURER'S SPECS. (TYP.) 1 .• .• ; ; , ; I GRADE CONTRACTOR TYPICAL » . I _ — _ _ METER BY S.C.W.A. ALL FEES 12 x8 TEE NOTE: ALL VALVES, .BENDS 1 -6. TO BE PAID BY CONTRACTOR ELEVATION PROP ©N-SITE z .EAI ESTATE 9XV110►YEI».CONSIRUCTIO•A MAYAOtMEr[ 12" 0 WATER MAIN C %..Of f%,Of AND FITTINGS TO BE PER AREA THE LATEST AWWA AND SCWA _ REDUCED PRESSURE ZONE DEVICE IN BERM AREA STANDARDS. LO FOOTING 3,500POUREPSCONCRETE) CONTINUE 1" 0 PLASTIC WATER _. ._ IN UMP STATION N.T.S. _ LINE TO P sea! _ . � ENERA NOTES DIRE FROM ON-SITE SUPPLY , . � s L INSTALLATION OF SERVICES DIRECTION OF FLOW L 1' M ON SERVICE L � £ i � 1. INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING 1. WATER MAIN PIPE TO BE CEMENT MORTAR LINED DUCTILE IRON (CLOT) PRESSURE PIPE. PLUMBING CO TRA END. TYPE "Ic"` COPPER' PIPE F` � • � TO THE PROPERTY LINE. SHALL INSTALL THE AND CONTINUE SITE WATER 6985 WATER LINE FROM SCWA PIPING WITH C900-CLASS 150 0 2. ALL MATERIALS SHALL BE NEW. NO USED MATERIALS SHALL BE INCORPORATED INTO THE 2. PROVIDE WET TAP OF EACH REQUIRED SERVICE AS LOCATED ON PLANS. �= TO SITE. PLASTIC PIPE - TONE WIRE fSSIC; � WORK. WATERLINE SPECIFICATIONS AND WARNING TAPE SHALL BE DIAPHRAGM ON FEBCO MODELS ;MUST CONTINUOUS ALONG ENTIRE ° 3. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 1. FOR PIPE OVER 2" - CEMENT MORTAR LINED DUCTILE IRON (CLDI) WATERLINE SPECIFICATIONS ELEVATION VIEW BE INSTALLED ON THE 30" CLEARANCE LENGTH OF MAIN a INSTRUCTIONS AND THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF PRESSURE PIPE SIDE OF THE ENCLOSURE. 1. TYPE "K" SOFT COPPER TUBING, MINIMUM SIZE 1" INSIDE DIAMETER. 9� issued date description HEALTH SERVICES. TYPICAL SEWER PUMP STATION 1 RP TRENCH NOTES: 2. PLASTIC PIPE SPECIF1CATIONS: Z DETAILS 5 10-10-18 ADDRESSED COMMENS FROM SCWA 1 6. A CONTINUOUS AND UNIFORM! BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL 2.1. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE N.T.S. 6 I 1-16-18 ADDRESSED COMMENS FROM SCWA 0 0 BURIED 'PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6" LAYERS. STONES SHALL BE 1. UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON OF 200 P.S.I. ,(WITH BURSTING PRESSURE RATED AT LEAST TWICE EXISTING SCWA WATER MAIN REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6" BELOW THE BOTTOM OF BOTH SIDES OF THE TRENCH PRIOR TO EXCAVATION. THE WORKING PRESSURE) Q THE PIPE. 2.2. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS I 2• ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING UTILIZED IS NOT ACCEPTABLE. (BRASS COUPLINGS ARE & 0 7. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54". SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. REQUIRED.) w� 0 8. ALL TEES, ,BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE' 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT PROPOSED RODS TO PREVENT MOVEMENT. 6 LIFTS. O TAP O 9. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH VALVE BOX PROPOSED LOCATION t issued date description ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C600. EACH UTILITY INSTALLATION. OF FRANGIBLE •3 HYDRANT ASSEMBLY PROPOSED TYPICAL SCWA n 10. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651-86 5. THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BEA CURB / CORPORATION VALVE OR THE LATEST REVISION. MINIMUM OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND PLACE CONCRETE WELL GRADED WASHED AGAINST UNDISTURBED UTILITY (ELECTRIC, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) GRAVEL (1/3 C.Y.) EARTH 11. BACTERIOLOGICAL. ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE AND OIL STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, o REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH LIGHT POLE, ELECTRIC TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS. ROOFING OR TAR J j SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 WATER VALVE PAPER _ LINEAR FEET' OF WATER MAIN OR PORTION THEREOF. 0 o PROPOSED WATER SERVICE 12. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER �' 00 0 I� 4 I LT SERVICE. DEC r 2 2018 j 13• NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE ETC.) SHALL BE BURIED IN THE WATER \ » I ' s°�'i' ,,`i;ot:'n - �' SERVICE TRENCH. -- Pianni�n 6 DIA WATER MAIN SOLID CONCRETE .. .- - BLOCKS OR BROKEN r' 'fr ,'' �:' / ,,` .� �` �`" ,.�'` L��r� title 10'-0" 10+-0" 12" DIA WATER CONCRETE BLOCKS +' MAIN (APPOOX. >- _ , r , LOCATION} CURB /CORPORATION , _ _ _ _ _ _ _ • ., . 1 RETAINER GLANDS TYPICAL , VALVE DETAIL WATER DETAILS ^ NOTE: PIPE SHALL BE A FULL N.T.S. rn LENGTH -PIPE CENTERED UNDER THE } �:;��;'...�`° ' �° .:`.`',4)'• ��" 1 PROPOSED UTILITY MATERIALS & JOINTS EQUIVALENT TO „ FIRE. HYDRANT DETAIL TA I L CROSSING UTILITY WATER MAIN STANDARDS OF 18 MIN. 2" MAX. (TYPICAL N.T.S. METALLIC MARKING TAPE P 10'MIN. 2'+/- SANITARY CONCRETE THRUST BLCOK •�. TO ASSURE WATER TIGHTNESS PRIOR ��__WATER._SE... ..... SE R AZN�:'..T'1.3�."t IE CONSTRUCTION AND PRESSURE TESTED IN SA _. . .,.-. . °w.. TO UNDISTURBED SOIL ,,• , / �, ,� TO BACKFILLING ❑R BUILDING SURFACE *' .,CONNECTION..... .. ..,.w_-.. WATER MAIN 6" v _..... TYPICAL CURB STOP (VALVE) / +� 18" MIN. _...._._ : ' ( - ) EXCAVATE & BACKFILL ' % rjj 18" MIN. _.. SHOULD BE BROUGHT TO GRADE WITH SUITABLE %� `�!' '` 'fi �'� '�` �`` 18-(MIN.) 11: i. ^f ", 4 M drawn y :.:.' 4 ¢; ; •, _, .: if.? e » T VICE --s MIN.- w ED MATERIAL yrr 3 r•, Q IN. BURIAL DEPTH = 5 . � � ON SITE WATER SER , _....._ (M 4 ) A 0 B E COMPACT ;,', � ' f� checked by: CFD o ':::�: �;.' t » BACKFILL IN 6" LIFTS. r ,.� '✓ U) a t 3 " r:, PROPOSED+* �'% r✓ r•' A PROPOSED IELEPHONERiC AS NOTED scale: •• PROPOSED WATER LINE ; r�'T:1s'} 3,It iia;z':C+ �rtr10 •'' : PROPOSED project number: 177 06.000 o ISNI}IST'URBEti � ;. +..•• o c EARTH WATER MAIN CROSSING W/ TONE WIRE COMMUNICATIONS v TYPICAL _ s A WATER LINPROPOSEE (COAXIAL MAIN/ (COAXIAL CABLE) I 1r HORIZONTAL SEPARATION BETWEEN SEWER-,:(SANItA YW �';. `7" TAPPING SLEEVE OR STORM) AND WATER LINES MUST BE 10' 1'-REMOVE UNSUITABLE 10 MIN. sheet number u PROPOSED SANITARY PIPE MINIMUM MATERIAL IF �NCOUNTERED TEMPORARY SHEETING o O TYPICAL. UTILITYCROSSING — VERTICAL OBSTRUCTION AS PER O.S.H.A. THE EDUCATION LAW OF THE STATE OF NEW YORK TYPICAL WATER REQUIREMENTS PROHIBITS ANY PERSON FROM ALTERING ANYTHING z IN THE DRAWINGS AND/OR THE ACCOMPANYING TYPICAL UTILITY TRENCH O Wf REQUIRED VERTICAL OFFSET WATER SEWER (SANITARY OR STORM ) NTS SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE ELEVATt°" CROSSING DETAIL SERVICE- LARGER THAN 2" WATER LINE EXCAVATION DETAILS SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL U 2 , seats r ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE h THE FULL EXTENT OF THE ALTERATION ON THE Z j NOTE: , THRUST^BLOCKS SHOWN, THRUST RESTRAINT MAY BE PROVLDED BY ANY SINGLE METHOD 1N N.T.S. DRAWING AND/OR IN THE SPECIFICATION ACCORDANCE WITH WATER t�4AIN TNRUST.RESTRAINT DETAILS N.T.S. N.T.S. / (NYS ED. 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RE: Vineyard View, County Rd 48, Greenport/ BP 2000640518 Dear Sir: Please be advised that the plans for the RPZ/DCV submittal for the above referenced location have passed Suffolk County Water Authority's approval. This approval is for the "design- only of the backflow prevention assembly(s) in accordance with NYS 5-1.31 guidelines. We do not check structural design on RPZ/DCV housing. We do not guarantee the pressures you have requested on line 411 of the 236 Application Form. Enclosed please find a"stamped'copy for your files. The owner will be issued their own-stamped- copy, wn"stamped'copy, which should then be given to their contractor for installation purposes. Once the RPZ/DCV is installed,please call my office at(631)563-0266 so that a field inspection can be scheduled. Please note new service(s) will not be activated until the backflow prevention assembly(s) pass field inspection. Once the installation is completed,the design engineer/architect must complete the NYS DOH 1013 Part B then forward to the installer to complete Part A. Sincerely, . "Im ZfJ� Laura Wynhurst Cross Connection Control Manager Suffolk County Water Authority LW: ac CC cc: Allen Handelman appltr.2/2018 NEW YORK STATE DEPARTMENT OF HEALTH APPLICATION FOR APPROVAL OF BACKFLOW PREVENTION DEVICES FOR DEPARTMENT USE ONLY COMPLETE I THRU 12 ONLY LOG NO.: 1. Name of Facility: 2. City, Village, Town: 3. County Vineyard View Greenport Suffolk Town of Southold 4. Exact Location of Facility; i.e., Street Address: County Road 48 (North Road), Greenport NY SCTM#0100-040-003-001 5. Approx. Location of Device: 6. Mfg., Size, Model Both main 8" RPZ's will be installed within a bermed concrete vault on No. of Device(s) the west side of the property located on the east side of County Road 48. Two (2) 8" Febco LF860 RPZ's An additional 1" RPZ will be installed on site 650' east of County Road 48 One(1) 1" Febco LF825Y RPZ to service the sanitary pump station. 7. Name & Title of Owner: Vineyard View,LLC.c/o Allen Handelman Vice President,Conifer Realty LLC,member Mailing Address Telephone Number 1000 University Avenue -Suite 500 (585) 324-0500 8 Nature of Works Rochester, NY Zip: 14607 Owner's Signature [ X ] New ( ] Revised A.J Date: 11/9/18 9. Design Engineer 10. NYS License No. or Architect:L.K. McLean Associates, P.C. 56985 Raymond G. DiBiase, P.E., Executive Vice President Address: 437 South Country Road Telephone Number Brookhaven, NY Zip: 11719 631-286-8668 11. Water system Pressure (psi) at Point of Connection 12. Estimate Install Cost: $ 50,000.00 Max 56 Avg. 46 Min. 30 13. Degree of Hazard: [ /Hazardous [ ] Aesthetically Objectionable List Processes or reasons which lead to degree of hazard checked above. 14. Publi't Water Supply Nam6. Name & Titl4 of Suppliers Designate Rep Suffolk County Water Authority Laura WN nhurst 4060 Sunrise Hwy/PO Box 38 Oakdale NY 11769 Signature * la% ,A,�A Telephone 4: 631-563-b266- Your 31-563- 266Your signature endorses proposal NOTE: All applications must be accompanied by plans, specifications and an engineer's report describing the project in detail. The project must be submitted to the Suffolk County Water Authority. This form must be prepared with 3 copies of all plans, specifications and supporting information. GEN 236(8/08) NOV 1 9 201e LICA L. K. McLean Associates, P.C. 437 South Country Road • Brookhaven New York • 11719 CONSULTING ENGINEERS (631)286-8668 • FAX(631)286-6314 • Ikma@lkma.com Associates RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO CHRISTOPHER F.DWYER ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT JAMES L.DeKONING,P.E. DANIEL P JEDLICKA,P.L.S.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP Suffolk County Water Authority November 16,2018 KEITH J.MASSERIA,P.E. Cross Connection Control Department VINCENT A.CORRADO,P.E. 4060 Sunrise Highway,P.O.Box 38 Oakdale,NY 11769 Attn: Ms.Laura Wynhurst,Department Supervisor RE: Vineyard View LLC: Vineyard View Affordable Apartment Complex(Greenport,New York) County Road 48,Greenport,NY 11901 LKMA Project#:17106.000 Backflow Prevention Devices Enaineer's Report Dear Ms.Wynhurst, L.K. McLean Associates, P.C. has been retained by Conifer Realty LLC(Rochester,NY),to prepare the design of an on-site water main and two (2) new reduced pressure backflow prevention devices (RPZ's) for the fire and domestic water services at Vineyard View, located on County Road 48 in Greenport, NY. The installation of the new RPZ's is necessary due to the construction of a 50-unit affordable housing complex with community building/leasing office(8 buildings total) All irrigation for the site shall be supplied by a well and therefore will generate no water demand from the proposed water main. A proposed 12" main will supply both the domestic and the fire suppression system demand, including three fire hydrants and be protected by two (2)8" Febco LF860 RPZ's.The fire service will be for wet systems inside of each building with no addition of any antifreeze or chemicals to any of the systems. The water service piping will be unbranched and unrestricted from SCWA water main to the RPZ devices except for curb valves and meters. In addition to the domestic and fire system demand there is a sanitary pump station on site that will be serviced by a 1"service and be protected by(1)1" Febco LF825Y RPZ. The peak domestic water demand (domestic total) is estimated at 890 GPM while the fire protection water demand is estimated to peak around 550 GPM which includes 250 GPM for a fire hydrant. At the peak total demand of 1,440 GPM,the estimated head loss through an 8" Febco LF860 RPZ is 9,5 PSI.At the peak domestic demand of 890 GPM,the estimated head loss through an 8" Febco LF860 RPZ is 9.5 PSI.The average daily demand has been estimated at 14,400 GPD. The peak water demand for the sanitary pump station is 20 GPM with an average daily demand of 100 GPD At the peak demand of 20 GPM the head loss through a 1" Febco LF825Y RPZ is 11 PSI. In compliance with the requirements of the New York State Health Department,Suffolk County Department of Health Services and the Suffolk County Water Authority,two lead-free 8" Febco LF860 RPZ's and one 1" Febco LF825Y RPZ are proposed to be installed. Both 8 RPZ's will be installed inside a bermed concrete vault. The 1" RPZ for the sanitary pump station shall be installed inside of a Hot-Box model HB1T heated enclosure. Plans showing the location of the RPZ's have been enclosed herewith for your review and approval. If you have any questions or require additional information,please do not hesitate to contact our office. NOTE: It is understood that the devices must meet all New York State Health requirements and must be tested at least annually by an N.Y.S.certified tester. Sincerely, /L__� Raymond G. DiBiase, P.E., P.T.O.E. RGD: mf President Cc: Allen Handelman,w/enc. LKMA File Copy w/enc. • Founded in 1950 Zola