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HomeMy WebLinkAbout1000-3.-6-3.11 4 L 1 % 9 r n V [ F1 [a T U(j . 14� OR"' IENTA'a L AVENUE WA'Pk TER' PLANT MANGANESE FILTERS BUILDING ORIENTAL AVENUE WATER PLANT, FISHERS ISLAND , NEW YORK 06390 UTILITY SCALE: 1 " = 1000' N PRESIDENT CHRIS FINAN GROUND WATER PLANT LOCATION CHIEF WATER OPERATOR X 4 CHAD MROWKAo0 n Y :� , a <. „ " a < 2ND OPERATOR µ , 4 Ave KEN AHMAN OPERATOR APPRENTICE s " BRIAN BUSSE r�r rrC1 IF DRAWHmtj INUt,,%, er' "Plomanory xs , T-1 LOCATION MAP & TITLE SHEET ¢_ ,,, , 1 SITE DEVELOPMENT PLAN/SURVEY y a Y<, r C-1 SITE PLAN C-2 PARTIAL SITE PLAN C-3 TYPICAL DETAILS S-1 FILTER EQUIPMENT SLAB PLAN & STRUCTURAL NOTES :I MAY ZUtn l)I MAY 1 0 ?0t8 2 M-1 FILTER BUILDING PIPING PLAN W M-2 FILTER & PIPING SCHEMATIC Planning3oard T011,111QFSOUTT )LD F a. E-1 ELECTRICAL PARTIAL SITE PLAN OS-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL E-2 FILTER BUILDING POWER & LIGHTING PLANS 04-25-18 JRH FOR SCDHS APPROVAL O REV DATE CK DESCRIPTION E-3 P&I DIAGRAM REVISIONS 0 FISHERS ISLAND UTILITY COMPANY 0 161 Oriental Avenue Water Plant N Fishers Island, New York U 'U MANGANESE FILTERS BUILDING ADDITION C O J.R. HOLZMACHER P.E., LLC The Third Generation of Excellence N In Water Supply, Water Resources, of Fh� Civil and Environmental Engineering N # 3555 Veterans Me?norial Highway, Suite A, Ronkonkoma, NY 11779 N C O 0 PHONE: (631)234-2220 FAX.- (631)234-2221 E-MAIL: info@holzmacher.com SHEET TITLE: LOCATION MAP & TITLE SHEET 00 �t j 0. 05 DESIGNED BY: �v S.C. SCALE: AS NOTED i REVIEWED BY: �7 DATE: J.R.H. May 4, 2018 T- 1 ALTERATION OF THIS DOCUMENT EXCEPT BY A PLAN SHEET BY: PROJECT NO: LICENSED PROFESSIONAL IS ILLEGAL P.D.C. FishI 18-01 a 30-1 30-3 25-2 J 26-13 nn J 30-2 25-3co =, W i O E N O BOHLE C-3) c:) 0) 30-6 30-10 21-3 � x V O O OJ N �2S LL O N 30-13 W O m a� cfl r 30-6 30-9 /A cu c > U O N/F SITE 21-4 W Q ti Q 6 U NANCY K. F— cz a 3 HOWE REVOCABLE TRUST 30-14 i �1 Q Ca ' c / N 52'07'37" E V C �, 2 to c N Z 484.23' 21-5 0 '� m UW w M r(^ CD E o — -- N6322 / 31 -5 �+± L -d > N CO. S` 29-4 Q > co W ¢`F 31-4M co s V'^/ N/FU c 1 WALTER H. 3,-3 co & MARY E. J 3,-2 BOHLEN 0 MILLER / LOT 1 1 O31-1 LOCATION MAP SCALE 1 "=400' 1'7513 WWF co �5g,p8' RESIDENCE N/F ASAP REFERENCES ,,� vv�— vv--- II,_ E .•. THE H. LEE FERGUSON Co I 1.) PROPOSED SET–OFF PLAN MADE FOR ANNE J. BORLAND BLOCK 31 LOTS 11A MUSEUM it 11C FISHERS ISLAND, NEW YORK SCALE: 1"=100FT. CHANDLER, PALMER & KING OCT. 17 1983 AA p9 N 5TO9'30" W 1 N 82.29 ii 2.) PLAN OF PROPERTY TO BE CONVEYED BY FISHERS ISLAND DEVELOPMENT ., CORP. TO ROBERT J. GENIESSE BLOCK 30 LOTS 13 & 14 FISHERS ISLAND, NEW p' YORK SCALE: 1"=100FT. CHANDLER, PALMER & KING NORWICH, CT. NOVEMBER 2gp 1977 i [COTES 1631 I J N .06 I 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED V) Z E 1631.02 z I HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO _ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Q 250.00' N 29'25'50" E N 30'37'45" W ENGAGEMENT. .J 119.63' O _ PROPOSED BUILDING \N / 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, 45 X 18 (810 SQ. FT.) �� 0 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO M PROPOSED SEE ARCHITECTURAL PLANS f my ALTER AN ITEM IN ANY WAY. IW Z LIMITS OF w FF ELEV. 20.3 ��w 60' N � I cn V vl 0 CLEARING W� rn � 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S Z � � � I I 0 4700± SQ. FT. PROVIDE 20' X 20' IN N v I SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF W O (— I I BLOW--OFF LAGOON WATER M w 1 a Z z o (SEE DETAIL ON PLANS BY �J W -DRIVEWAY WAY o m THE LAND SURVEYOR. o W w w I I J.R. HOLZMACHER P.E., LLC) 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC Z L� _J z 61' n'' m SURVEY TRIANGULATION STATION "NIN" 0 I o I o I I I I 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, OJ Q C) I I 20.2 _ .' '_"_ Z rr- I SECTION 003, BLOCK 6, LOT 3.11. j Z (_� W �w Cy WALK I I CONCRETE �� ,II - o.) TOTAL AREA = 4.83± ACRES. p w I I I I � r� �1E s BUILDING SETBACK W m i _ I LINE- REAR YARD I 00 ,/ FF 203 / FISHERS ISL / 7.) SITE IS LOCATED IN R-120 ZONE. (n Z LLJ (!) — ; (= 0 AND LL_ W I DEVELOPENT CORP. 1 I®`t ► EXISTING SCTM REF. 1000-003-6-3. 1 1 ,� I 7 O BUILDING t N 23'32'48" W O �1s.s S 29'36 10 W rt lo, �� ��f 186.98 U / W 60.00 I f fts o.2 y` LIMITS TSEXISTINOF `+ t �, \ I S 39'07'50" WO CLEARING 28.98' A V) �`� I L=186.48' �"pCA PARKING AREABUILDING SETBACK R=566.96' LINE— FRONT YARD I I I 1, I 60' y I S 50'52'10" E } I 566.96'------, C0 I I I C:. 44.7.18' f 5 2p X17 p5" `�I — —��_ cn o N 69'42'55" W z a 20.00' O U 41 N �Ap1N ROAp 0 0 N/F o THE HENRY L. FERGUSON MUSEUM � a a z 1 o m o 00 a 00 cn M � L� I 0 � I � ` MAY 2 9 2018 O o 0LJ U Z Z W t� U Z Y Southold Town 0 o in Q w o Ld Planning Board a- m o o C) o L_ DATE: 05/07/2018 LEGEN SCALE: 1 " =40' QUALITY CONTROL CERTIFICATION N/F NOW OR FORMERLY PROJECT: #2018805 GROUP REVI WED DATE PROJECT MANAGER CJ ,CIL► SURVEY ENVIRONMENTAL CIVIL SHEET STRUCTURAL 40 20 0 40 1 OF 1 ARCHITECTURAL GRAPHIC SCALE IN FEET / / v _ / I ♦ A,0 777' F 13"� Iv All ' 1 � I / (3)TREATEDWA�ER- ---"" � � \ \\ - - - - - - - - - - - / _ - - LINES OUT TO 6" W -` W WATER MAIN 20.3 0 TEST WELL UE EXISTING BUILDING "SIMA 1"WELL EXISTING XFMR. 0 / S-94088T 2 EXISTING ANTENNA POLE vELu G ,1 (3)Yz"O TREATED WATER / Q SAMPLING LINES 2 "N O (3)WATER LINES 1\ IN FROM WELLS O EXTENT OF EXISTING GRAVEL DRIVEWAY \\ APPROXIMATE EXISTING / \ LIMITS OF CLEARING _ Lij ' / /// \ / / 0 \ Q , / / Q 1011WM 101,WM ORIENTAL AVENUE (EAST MAIN ROAD) i UE UT UE UT / �L "CHURCH"WELL — VE S-92463T !z � � 0 TEST WELL N m ABANDONED "HIS"WELL UE ABANDONED 2"W "HERS"WELL MAY 2 9 2018 6"W t Southold Town r PianNng Board 3 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL Z 04-25-18 JR11 FOR SCDHS APPROVAL IL W TO MIDDLE REV DATE CK DESCRIPTION Cn FARMS POND REVISIONS N 0 FISHERS ISLAND UTILITY COMPANY 0 a 161 Oriental Avenue Water Plant Fishers Island, New York U •U U MANGANESE FILTERS BUILDING ADDITION 0 SITE PLAN J.R. HOLZMACHER P.E. LLC SCALE: 1:40 The Third Generation of Excellence In Water Supply, Water Resources, o� Fhr q- Civil and Environmental Engineering 1Z N * 3555 Veterans Memorial Highway, Suite A, Ronkonkoma, NY 11779 0 0 PHONE: (631)234-2220 FAX.• (631)234-2221 E-MAIL: info@holzmacher.com SHEET TITLE: SITE PLAN 00 y DESIGNED BY: S.C. SCALE: AS NOTED r` REVIEWED BY: DATE: J.R.H. May y 4, p2018 C- 1 jALTERATION CEN ED PROFESSIONAL IS ILLEGAL EXCEPT A PLAN SHEET BY: PROJECT NO: Flshl 1 8-01 a P.D.C.1! 1. APPROX. 18' TO BUILDING PROPERTY PROVIDE PRESSURE (D w 0 w LINE 1" RPZ DEVICE REGULATOR FOR BUILDING ❑ 2 ❑ 2 APPROX. 58' INSIDE BUILDING W W PR = _ (SEE DETAIL ON CL a DRAWING M-2) y \ � � O/ / Z/ \ ��� \ � \/ / O� y��� , BARLOW POND LANE FINISHED GRADE, GRASS AREA (1)Y2" DOMESTIC WATER TAP FOR SAMPLING BY WATER Y2'TYPE K COPPER EXISTING BUILDING WITH PROPOSED BUILDING WITH AUTHORITY AND (1) 1" OR P.E. TO EXIST. CONCRETE SLAB CONCRETE SLAB _f DOMESTIC WATER TAP ( BUILDING 1"TYPE K COPPER OR P.E. TO PROPOSED NEW 1000 GAL. BURIED BUILDING PROPANE TANK PROPANE SYSTEM DETAIL SCALE: N.T.S. EXISTING 6" CURB STOP AND Y2'AND 1"TYPE K WATER MAIN BOX BY WATER COPPER OR P.E. AUTHORITY WATER SERVICE AND SAMPLING LINE SECTION DETAIL SCALE: N.T.S. 1 � � / / .2 I � \ / o NEW 1000 GALLON LO BURIED PROPANE TANK i I NEW MANGANESE FILTER — \ \—Y2 G� SKID ON CONCRETE SLAB / NEW NEW PRE-ENGINEERED (D \ CONCRETE BUILDING BY OTHERS C:) \\ RAMP 20 \ I �i 61.00' \ / LIMITS OF STONE PR NEW 4-0 D`RYWELL DRIVEWAY EXTENSION \ i S ) \ Y. } RE O -GRADE AROUND F.F. 20.30 ca NEW BUILDING AND io BLOW-OFF LAGOON — - - - - I / a. ... • ,/. .•l •• ; : • .f ..• '�• 6.1 OUTN NEW CONC. DOOR STOOP C:) (TYPICAL) NEW 1"WATER SERVICE TAP LLJ ,.0J�6'�� t EXISTING NEW SIDEWALK •/ VE• "GOOSENECK" w Q' I AIRGAP R �� VE 'CE DING ` NEW ` L �j ~ (�-' Q I N -gyp F\L. XISTING BUIL CONCRETE I `N IL r I 1 V� 2 `N R F.F.20.30 Q SPLASHPAD I �E Ell MAY 29 2018 F\� 10 NEW BLOW-OFF LAGOON \�(ER Soathold Tov,,n Q I -(O Planning Qoard `t m Z I M \'pM�IE\'\'M�E�\- W W 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL O F Ar F�„�I\N 2 N\N FRO \NE ❑ P�\NG N� 04-25-18 JRH FOR SCDHS APPROVAL SP P\-\NNG�\NE . REV DATE CK DESCRIPTION (z PMpL EXIST. / REVISIONS p 1/z\NGS\NE XFMR. / APPROXIMATE LIMITS FISHERS ISLAND UTILITY COMPANY 'NEW NEW 6"GATE y2 SPMP� // OF NEW CLEARING 161 Oriental Avenue Water Plant N VALVES ❑ Fishers Island, New York (TYP. OF 2) MANGANESE FILTERS BUILDING ADDITION �'�' - - - - - - - - J.R. HOLZMACHER P.E., LLC APPROXIMATE EXISTING f �,, GRADE LINES : ,..+P° The Third Generation of Excellence N / In Water Supply, Water Resources, NEW 6"GATE APPROXIMAT EXISTING pfr {y Civil and Environmental Engineering VALVES LIMITS OF CL ARINGID !�, r'. (TYP. OF 2) 3555 Veterans Memorial Highway, Suite A, Ronkonkoma, NY 11779 C 0 PHONE: (631)234-2220 FAX: (631)234-2221 E-MAIL: info@holzmacher.com sl_f a SHEET TITLE: PARTIAL SITE PLAN 00 PARTIAL SITE PLAN Q L 66d DESIGNED BY: SCALE: i SCALE: 1:10 REVIEWED BY: S C AS NOTED C— J.R.H. DATE: May 4, 2018 `J o ALTERATION OF THIS DOCUMENT EXCEPT BY A PLAN SHEET BY: PROJECT NO: LICENSED PROFESSIONAL IS ILLEGAL P.D.C. Fishl 18-01 IL PROPOSED WATER MAIN FINISHED GRADE FINISHED GRADE w d zU TYP. EIGHT(8) BOLT WHEN MIN. VERTICAL CLEARANCE SEPARATION 9 PATTERN RETAINER GLAND OF 18" BETWEEN WATER MAIN AND SANITARY U o w MECHANICAL JOINT FITTING 2'-6" MIN. COVER SEWER CANNOT BE OBTAINED, CENTER ONE z J w U 450 MECHANICAL (IF LESS, ROUTE WATER UNCUT LENGTH OF WATER MAIN OVER SEWER JOINT FITTING TYP. MAIN UNDER UTILITIES) MINIMUM 18 FEET SYMMETRICAL IL EXISTING SANITARY OR STORM SEWER O TYP. EIGHT(8) BOLT CONCRETE CROSSING BLOCK. (2)3/4" STEEL TIE H PATTERN RETAINER GLAND TRANSIT MIX 2500 PSI 1'T. x 3' L. PLAN VIEW RODS TYPICAL - - - - MECHANICAL JOINT FITTING MAX. DEPTH BELOW WATER p MAIN 6"TYPICAL C.L.D.I. WATER MAIN C.L.D.I. WATER MAIN a 00 450 MECHANICAL •�, 24" MIN. p EXISTING / TYP JOINT FITTING TYP. UTILITY PROPOSED o WATER MAIN - ° O d - LID I ® w . °a U 03/ zz "' EXISTING Q Uj UTILITY UjCONCRETE THRUST BLOCK. DIMENSION VARIES. U 18" MIN. SEPARATION FOR SANITARYTRANSIT MIX 2500 PSI WITH SEWERS & STORM DRAINS. 6" FOR CONCRETE THRUST BLOCK. - - - - STEEL TIE RODSEXISTING SANITARY OR STORM SEWER TWO (2)3/q'TIE RODS, TYP. ALL OTHER UTILITIES. TRANSI3MIX 2500 PSI WITH L YPICAL 2 (2) EACH BLOCK TWO (2) /4 TIE RODS, TYP. (2) EACH BLOCK U CONCRETE CROSSING BLOCK. z_ z TRANSIT MIX 2500 PSI CENTER ONE (1) UNCUT LENGTH DIMENSION VARIES. 1'THICK x T LONG MAX. WATER MAIN BENEATH SANITARY 18" MIN. SEPARATION FOR SANITARY -°r° w 6" DEPTH BELOW BOTTOM OF SEWER OR STORM DRAIN SEWERS &STORM DRAINS. 6" FOR U UTILITIES TYPICAL. MINIMUM 18 FEET SYMMETRICAL ALL OTHER UTILITIES. PROPOSED NOTES: NOTES: - WATER MAIN 1. LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES TO BE VERIFIED IN 1. LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES TO BE VERIFIED IN ELEVATION FIELD BY MEANS OF TEST PITS BY THE CONTRACTOR. FIELD BY MEANS OF TEST PITS BY THE CONTRACTOR. 2. ALL RETAINER GLAND BOLTS TO BE TIGHTENED WITH TORQUE WRENCHES IN 2. ALL RETAINER GLAND BOLTS TO BE TIGHTENED WITH TORQUE WRENCHES IN NOTE: ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. STANDARD CLEARANCES SHALL BE MAINTAINED UNLESS OTHERWISE NOTED ON THE SITE PLAN. PREFERRED UTILITY CROSSING DETAIL ALTERNATE UTILITY CROSSING DETAIL TYPICAL SANITARY CLEARANCE DETAIL N.T.S. SCALE: N.T.S. SCALE: N.T.S. . COVER :" TYPICAL FINISHED GRADE TYPICAL FINISHED IN PAVED AREAS GRADE IN UNPAVED AREAS I ,7-, --� >` * 11=111=I I I=111=1' -1 V I I I-1 11=1 11=1 1=1 11=1 11=1 II-11=II 1I 1I111 1I =1 1=1 CAST IRON PIPE I "' "' _ = =1 11=1 11=1 1=1 11=1 11=1 1=1 111=1 1=1 1I=1 I-1 11I=II;1 II I II I II�it I II I II I II�it I Ii��I 11-1 11-�' FOR EXTENSIONS - -' I-1 -11 TYPICAL EE w VALVE BOX Ili II I II I III PLUG OR CAP F I II I II I I GATE VALVE f 11l 1 , COMPACTED BACKFILL \ 8"x 8" x 24" LONG PRESSURE STANDARD VALVE ro O TREATED LUMBER BOX- BOTTOM 0 MAX.AUTHORIZED WIDTH SECTION I ; o GRADE Bc+ 2'-0" MAX. j to C.L.D.I.WATER MAIN - - C.L.D.I. - WATER LINE - - //� /� /� /� TYPICAL 22%z BEND. - \TYPICAL TEE - . APPROVED RESTRAINT DEVICE. =I MEGALUG OR EQUAL. NOTES: / /`TYPICAL 900 BEND COMPACTED 1. SEE STANDARD THRUST BLOCK DETAILS WATER MAIN OR VALVE. j�\ I /�\�j��j��j��j��j��j��j��j��j�j� / - �l\ I 1 1 BACKFILL I - 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. 3. VALVE BOX WILL NOT CONTACT C.L.D.I. PIPETYP. CONCRETE - �/� '/\ \/\/`,° I- TYPICAL VALVE AND VALVE BOX INSTALLATION 2 9 THRUST BLOCK TYPICAL 450 BEND SCALE: N.T.S. MAY 2018 TYPICAL EIGHT(8) BOLT Southold Town PATTERN RETAINER GLAND, Planning Board HAND COMPACTED MECHANICAL JOINT FITTING GRANULAR MATERIAL J W THRUST BLOCK SCHEDULE 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL -0" Bc 04-25-18 JRH FOR SCDHS APPROVAL Q U MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK REV DATE CK DESCRIPTION BENDS TEE OR REVISIONS SIZE OF PIPE FISHERS ISLAND UTILITY COMPANY 11%4° 22/2° 45° 90° DEAD E N D 4" 1.00 1.00 1.00 2.50 1.50 161 Oriental Avenue Water Plant N 6 BEDDING ZONE SHAPED GRANULAR 6" 1.00 1.25 2.25 4.25 3.00 " SUBGRADE Fishers Island, New York 8" 1.00 2.00 4.00 8.00 5.25 12" 2.25 4.50 8.75 12.oC 11.25 MANGANESE FILTERS BUILDING ADDITION C ° N 16" 3.75 7.50 14.50 27.00 19.00 J.R. HOLZMACHER P.E., LLC 0.6 Bc NOTES:ID 1. ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR ROCK WITH The Tl2ZYd Generation Of Excellence MINIMUM BEARING AREA AS SPECIFIED IN SCHEDULE ABOVE. NOTE: In Water Supply, Water Resources, ALL TRENCH WIDTHS TO BE MINIMIZED IN ORDER TO AVOID EXCESSIVE DISTURBANCE OF 2. ALL THRUST BLOCKS TO BE 2500 PSI CONCRETE. Q E{v r Civil and Environmental Engineering ADJACENT AREAS. TRENCH WALLS SHALL BE VERTICAL WHERE NECESSARY, SHEET PILING •� .,. € OR A SHEETING BOX SHALL BE USED TO MAINTAIN THE SPECIFIED TRENCH CONDITION. 3. ALL RETAINER GLAND BOLTS TO BE TIGHTENED WITH TORQUE WRENCH IN ° ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. * * 3555 Veterans Memorial Highway, Suite A, Ronkonkoma, NY 11779 PHONE: (631)234-2220 FAX- (631)234-2221 E-MAIL: info@holzmacher.com o SHEET TITLE: 00 TYPICAL PIPE TRENCH DETAIL TYPICAL CONCRETE THRUST BLOCK DETAIL _r TYPICAL DETAILS '*Q DESIGNED BY: SCALE: N SCALE: N.T.S. SCALE: N.T.S. • S.C. AS NOTED REVIEWED BY: DATE: J.R.H. May 4, 2018 C-3 0 ALTERATION CENSED PROFESSIONAL S ILLEGALP.D.C.NT EXCEPT A PLAN SHEET BY: P.DPROJECT NO: FishI 18-01 n_ 1. GENERAL NOTES94K �J CONCRETE NOTES REINFORCING STEEL 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH TH201 NEW YORK STATE UNIFORM 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED BELOW,UNLESS 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM SPECIFICATION OF BUILDING CODE.ALL WORK SHALL CONFORM TO LATEST STC.S.BUILDING CODE AND ALL RULES OTHERWISE NOTED DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT,ASTM A615, AND REGULATIONS. STANDARD SPECIFICATION FOR EPDXY-COATED STEEL REINFORCING BARS,ASTM A775, STANDARD USAGE 28 DAY MAX SPECIFICATION FOR FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF THEO1 W YORK STATE STRENGTH AGG BARS,ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL WIRE AND WELDED WIRE UNIFORM BUILDING CODE. (psi) SIZE REINFORCEMENT,ASTM A884.DETAILING OF REINFORCEMENT,ASTM A615. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING 3. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRES _ S SPECIFIED IN SECTION A. SLAB ON GRADE 4000 S.C. 1" MANUAL. 1609 AND THE EARTHQUAKE LOADS SPECIFIED IN SECTION 1613 OF TH201 EW YORK STATE B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" UNIFORM BUILDING CODE. C. PIERS 4000 S.C. 11" 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION Al 85 (70,000 PSI MINIMUM)AND D. RETAINING WALLS 4000 S.C. 1" SHALL BE SUPPLIED IN FLAT SHEETS.ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADS: MESH PANELS AT ENDS AND SIDES AND TIED SECURELY,UNLESS OTHERWISE NOTED. A. FLOOR LIVE LOAD: 40 PSF 2. CONCRETE NOTED IN THESE GENERAL NOTES,ON THE DRAWINGS OR IN THE SPECIFICATIONS AS SC 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE SUPPORTED BY PRECAST OR STONE CONCRETE SHALL HAVE NATURAL SAND FINE AGGREGATE,NORMAL WEIGHT COARSE CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED FOR EARTH BEARING AT A MAXIMUM OF 4'-0"ON B. ROOF LOADS: AGGREGATES CONFORMING TO ASTM C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM CENTER IN EACH DIRECTION. DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4"TOP COVER TO C150. REINFORCING UNLESS OTHERWISE NOTED. SNOW: OCCUPANCY CATEGORY II CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE SPECIFICATIONS AS LW 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0"CENTERS MAXIMUM,FOR ALL SLABS GROUND SNOW LOAD,Pg 20 PSF OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR SHALE COARSE AGGREGATE CONFORMING TO ABOVE GRADE. EXPOSURE FACTOR,Ce 1.0 ASTM C330, NATURAL SAND AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW THERMAL FACTOR,Ct 1.0 CONCRETE SHALL NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI IMPORTANCE FACTOR,Is 1.0 PUBLICATION 315,LATEST EDITION. FLAT ROOF SNOW LOAD,Pf 20.0 PSF 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY UNLESS OTHERWISE C. WIND DESIGN DATA: WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE WITH ASCE 7, 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP AT THE POINT OF NOTED.ALL REINFORCING SHALL LAP 36 BAR DIAMETERS MINIMUM AT SPLICES UNLESS OTHERWISE DISCHARGE AS FOLLOWS NOTED. SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE OCCUPANCY CATEGORY II A. RAMPS AND SLOPING SURFACES -3"MAXIMUM 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 7.7,ACI318,FOR CONDITIONS BASIC WIND SPEW S, ) 130 MPH B. FOUNDATION CONCRETE -3"TO 6" NOT NOTED UNLESS NOTED OTHERWISE IN PLANS. IMPORTANCE FACTO ,Iw 1.0 C. ALL OTHER CONCRETE -3"TO 5" EXPOSURE C A. FORMED WALL 2"BACKFILL SIDE. 3/4"FRONT SIDE INTERNAL PRESSURE COEFFICIENT 0.18 5. MIXING,TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO ACI 301. B. FOOTING 3" DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS(USE ZONE 4 C. SLABS ON GRADE 3/4"TOP,3"BOTTOM GENERALLY;USE ZONE 5 WITHIN Y OF BUILDING WALL CORNERS): 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS.ALL D. STRUCTURAL SLABS 3/4" CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS WITH VERTICAL BULKHEADS. 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. SUPPORT OF ANY THE LOCATIONS OF THE CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE DETAILS. CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF THE BUILDING STRUCTURE IS THE ENGINEER.ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS OF CONSTRUCTION 9. WELDING OF REINFORCING BARS,ONLY WHEN PERMITTED BY THE STRUCTURAL ENGINEER, SHALL OUT IF PLACED ON FRAMED FLOORS OR ROOFS.LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR JOINTS SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD DIA-79;BARS SHALL CONFORM TO EACH PARTICULAR LOAD. REVIEW AND VERIFICATION. ASTM A706. ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS HALL CONFORM TO ASTM A233,CLASS E90XX. SCHEDULED OR DETAILED REINFORCEMENT SHALL NOT BE TACK 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN ENGINEERING OF THE 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 SACKS OF CEMENT PER WELD FOR ANY REASON. FORM WORK, SHORES AND RE-SHORES,AS WELL AS ITS CONSTRUCTION,SHALL BE THE CUBIC YARD.NO FLY ASH SHALL BE USED IN ANY CONCRETE.ALL EXPOSED CONCRETE TO BE AIR RESPONSIBILITY OF THE CONTRACTOR.ALL SUCH ENGINEERING SHALL BE PERFORMED BY A ENTRAINED AIR CONTENT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION FOR DEFORMED STEEL PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH A MINIMUM YIELD STRENGTH OF 70,000 PSI. 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS,PIPE SLEEVES, STANDARD ASTM A615 GRADE 60 REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED 7. THE METHODS PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE ANCHOR BOLTS,ETC.AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS POURED; BAR ANCHORS UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. GENERAL CONTRACTOR.THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS THESE ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 6x6-W2.1 x 2.1 IN ALL TOPPING SLABS UNLESS CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK REVIEW AND VERIFICATION. OTHERWISE NOTED. DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION AND MISALIGNMENT ACCORDING TO APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON PLANS AND SHOP 12. PROVIDE#4 AT 12"CENTERS MINIMUM,EACH WAY TOP,IN ALL HOUSEKEEPING PADS SUPPORTING DRAWINGS ARE REVIEWED AND VERIFIED. MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE DRAWINGS OR NOT UNLESS OTHERWISE 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT DOCUMENTS.REFER NOTED. TO THE ARCHITECTURAL,MECHANICAL,ELECTRICAL AND PLUMBING DRAWINGS FOR SLEEVES, 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO THE SAME DEPTH AS CURBS,INSERTS,ETC.NOT HEREIN INDICATED.OPENINGS IN SLABS WITH A MAXIMUM SIDE THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS OTHERWISE SHOWN. DIMENSION OR DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR REINFORCEMENT,UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES OR OPENINGS IN 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE DIAMETER LARGER THAN 1/3 STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND THE SLAB THICKNESS AND SHALL NOT BE SPACED CLOSER THAN THEIR DIAMETERS ON CENTER- VERIFICATION. ENTERVERIFICATION. ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE. 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS,FLOOR ELEVATIONS, SLOPES AND THE 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. LOCATION OF DEPRESSED FLOOR AREAS. 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.WORK SHALL NOT BEG'N 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING WORK UNTIL CONTRACTOR RECEIVES APPROVED SHOP DRAWINGS. AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE,INCLUDING SUBMISSION OF CONCRETE TEST MIXES. 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, 45'-0" SUB-CONTRACTOR,ERECTOR,FABRICATOR,MATERIAL SUPPLIER,ETC.IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND OBLIGATES HIMSELF TO ANY JOB EXPENSE,REAL OR IMPLIED,ARISING DUE TO ANY ERRORS THAT MAY OCCUR HERE ON. 15. ALL CODES,COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS,ETC.REFERRED TO IN THESE GENERAL NOTES,ON THE DRAWINGS OR IN THE PROJECT SPECIFICATIONS INCLUDE ALL IM IM rD AMENDMENTS, SUPPLEMENTS AND ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR 16"SQ. GRAVEL FILLED ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. DRAINAGE VOID 3"WIDE GRAVEL FILLED AROUND PIPES (TYP.) DRAINAGE VOID 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS PRE-ENGINEERED INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT BUILDING BY OTHERS _ OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE i SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM. ' m 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES,ORDINANCES, � g ; RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS AND i Z12"THICK CONCRETE SLAB ° MAY 2 9 2018 LJ1 INSPECTIONS INCLUDING THE CERTIFICATE OF OCCUPANCY. W/#5 @ 12"O.C. EACH WAY - z BO iZPRE-ENGINEEREDBOTTOM &6 x 6-W1.4 x W1.4 w Soutnolw BUILDING � �! tol;n 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED ABOVE AND OTHER r i SLAB-ON-GRADE BY OTHERS W.W.M.TOP d Planning Bc�r,+ CODES,PUBLICATIONS, SPECIFICATIONS AND DRAWINGS CITED HEREIN,THE REQUIREMENTS OF THE Z MORE STRINGENT ITEM SHALL GOVERN. W w ® 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL af 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS,MEMBERS,ETC.)MAY BE USED IF SUCH 04-25-18 JRH FOR SCDHS APPROVAL SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE V) IS GRANTED;HOWEVER,THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY.IN ANY REV DATE CK DESCRIPTION 7EVENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND REVISIONS Ln SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY M a CHANGES WITHOUT NOTIFICATION. 3" EQUIPMENT SLAB 3.. FISHERS ISLAND UTILITY COMPANY 21. LARGER SCALE DETAILS SHALL THAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT IS THE _______ 161 Oriental Avenue Water Plant ------- INTENTION OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS ® ® ® ® ® ® Fishers Island, New York WILL BE ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK,AS INDICATED. MANGANESE FILTERS BUILDING ADDITION 22. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR JR. HOLZACHER P.E., LLC un NOT.THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT FILTER EQUIPMENT SLAB PLAN OR ENGINEER. The Third Generation of Excellence SCALE: 1/4"_ V-0" 1 In Water Supply, Water Resources 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS,CERTIFICATES OF hh y' ' OCCUPANCY,INSPECTION APPROVALS,ETC.,FOR WORK PERFORMED FROM AGENCIES HAVING �� W " „ Civil and Environmental Engineering JURISDICTION THEREOF,IF REQUIRED. �^ * 3555 Veterans Memorial Highway, Suite-4, Ronkonkoma, NY 11779 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE FISHER ISLAND UTILITY COMPANY AT PHONE: 631 234-2220 FAX. 631 234-2221 E-MAIL: in o holzmacher.com LEAST 48 HOURS PRIOR TO ANY WORK. ( ) ( ) f @ SHEET TITLE: 010 EQUIPMENT SLAB PLAN & STRUCTURAL NOTES E 25. IF ANY,CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING UTILITY LINES IN S� FILTER Q AREA OF FOUNDATION WORK AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED UNDER H0. O DESIGNED BY: S.C. SCALE: AS NOTED U_ GROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED,THE CONTRACTOR REVIEWED BY: DATE: S I WILL REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF J.R.H. May 4, 2018 j HIS WORK. EXCEPT PLAN SHEET BY: PROJECT NO: ALTERATIONLCENSED PROFESSIONAL IS ILLEGAL A PDC FishI 18-01 a FUTURE. SODA ASH CHEMICAL TANK& METERING PUMP ON -----FUTURE SODIUM HYPOCHLORITE SPILL PALLET CHEMICAL TANK& METERING PUMP ON SPILL PALLET FUTURE LINEAR PHOSPHATE Y2"OD x .062 WALL PTFE CHEMICAL TANK&METERING TUBE FROM TANK PUMP ON SPILL PALLET— ALLET 16"x 16" BLOCK-OUT IN SLAB AT SODIUM HYPOCHLORITE PIPE PENETRATION. FILL WITH 450 BEND FEED PANEL ASSEMBLY GRAVEL FOR DRAINAGE (TYP.) CHAMFER 900 BEND (FLANGED END) I I MP %" HDPE TUBE 15"WIDE CONC. PIER STAINLESS STEEL SLOTTED PLATE WITH Y2" SLOTS INSIDE 2"PVC ________________________________ _ y� BETWEEN BOLTED FLANGE (ANIMAL SCREEN) (OVERHEAD) ________________________________ __-rN, N 6 I C.L.D.I. WATER .. _._.. -.. ._. ...- ._. _.._.�. _.._.._._. ._.. ....I �� MAIN (FLANGED END) --� FUTURE CHEMICAL 12„ MIN.AIR GAP FEED SYSTEM -11 - (CONTINGENCY) --� - - -- -I III �+ �jI I \ \ \ \ \ \ \1 III ° m / ° ° �° // I I STATIC MIXER FILTER A FILTER B i i /\\/\ X,: °:X�- X� 12” HIGH x 36"WIDE i i i --+-- -- -- ~ III EXHAUST FAN. AIR INTAKE LOUVER I III Z I I I CONCRETE PAD / I ` W I I GREE � ABOVE DOOR -+i III I a I I CW-095 HP-VGD X OR APPROVED 450 BEND (M.J.) 6" DEEP ROCK BED iIi I I EQUAL. (MIN. SIZE 6"0) 21-4 6" THICK CONC. SPLASH PAD ji 1 i1 1 GATE VALVE (M.J.)W/ I I iIi i i BOX(MIN. SIZE 6") I 17'-6" a FROM FILTER I I I I EQUIPMENT SLAB I I I TAP PIPE, FURNISH AND ° ° ___________________J- INSTALL 1 CORPORATION � ---------------------- CURB PER ���`�` CURB STOP (DRAIN) O° ° °� „ FROM WELLS ��--------------- _--------� BUILDING BY OTHERS �� CONC. BLOCK W/ 1 0 TIE 1 CUBIC YARD WASHED STONE ROD BENT AROUND WATER MAIN AND 12" INTO CONC. TO BLOW-OFF TYPICAL BLOWOFF BASIN FILTER BUILDING PIPING PLAN SCALE: N.T.S. SCALE: 1/4"=1'-0" FROM PROPANE TANK PER-ENGINEERED BUILDING BY OTHERS 17'-6" LONGITUDINAL COMBINATION AIR 9'-4"TRANSVERSE INTAKE & EXHAUST 3" GAP 3" GAP PR FILL GAP WITH GRAVEL MODINE HDS-60 FOR DRAINAGE FILTER SLAB PROPANE HEATER U MP OR APPROVED BUILDING SLAB - BY OTHERS `'' 6x6 -W1.4xW1.4W.W.M. Y2' GAS LINE ABOVE I Y2' GAS LINE ABOVE EQUAL FINISH FLOOR EL. 20.03 TESTING SINK _ —xxx x —x —x —x —x —x x —x —x —x —x —x —x —x —x —xx —x o — --� I I I NEW 1" COPPER WATER SERVICE l i, /i�/i�/i�/r� I I TO HOSE BIB& COD ( TO DRYWELL FILTER A FILTER B FUTURE _ +-- --+-- -- � 3"CLR. U #5 @ 12"O.C. EACH WAY I I I CHEMICAL FEED _ _ SYSTEM I I I ° ° ° ° MODINE HDS-60 PROPANE HEATER I TYPICAL FILTRATION EQUIPMENT CONCRETE SLAB SECTION OR APPROVED I I 6 EQUAL I SCALE: 1/2" = V-0" I I EMERGENCY EYE J WASH SHOWER I _ 3 RPZ u MAY 2 J 2018 a I Southold✓Town COMBINATION AIR I Planning Board INTAKE & EXHAUST '- a z 0 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL J 04-25-18 JRH FOR SCDHS APPROVAL FROM WATER FILTER BUILDING SMALL PIPING PLAN REV DATE CK DESCRIPTION � 7 MAIN SCALE: 1/4"=l'-O" REVISIONS 0 a FISHERS ISLAND UTILITY COMPANY 161 Oriental Avenue Water Plant Fishers Island, New York U N MANGANESE FILTERS BUILDING ADDITION a a J.R. HOLZMACHER P.E., LLC c rn A. The Third Generation of Excellence 12 In Water Supply, Water Resources, H of NFiv .,. Civil and Environmental Engineering * * 3555 Veterans Memorial Highway, Suite A, Ronkonkoma, NY 11779 0 0 PHONE: (631)234-2220 FAX: (631)234-2221 E-MAIL: info@holzmacher.com o l SHEET TITLE: FILTER BUILDING PIPING PLAN Do v HQ DESIGNED BY: S.C. , C, SCALE: AS NOTED REVIEWED BY: DATE: J.R.H. May 4, 2018 M- j ALTERATIONLCENSED PROFESSIONAL IS EXCEPT BY A PLAN SHEET BY: P D PROJECT No: FishI 18-01 d EDGE OF SKID — NOTES: FACE OF FLANGE 1. DEMENSIONAL TOLERANCES: t11/4". 2. ON FRONT ELEVATION ALL VERTICAL DIMENSIONS ARE FROM THE BOTTOM OF SKID. 15'_6• 3. FILTER SKID SHIPPING WT.: 12,000 LBS. 4. OPERATING WT.:35,000 LBS. 6" TW EFFLUENT 7'-11" m, 5. SKID CONSTRUCTION:A-36 W6 x 15# BEAM. PROPOSED FILTER BUILDING BY OTHERS L 6. ALL PIPING IS SCH. 80 PVC. V-11 3/4" 4'_3 5/8" 7. ALL GASKETS ARE EPR FULL FACE GARLOCK 98206. 8. 6"W x 1"D TRENCH IN GROUTING IS FOR DRAINAGE. TYPICAL ONE PLACE IN EACH BAY OF EDGE OF SKID o o — SKID. TRENCH LOCATIONS TO BE DETERMINED BY THE CONTRACTOR. 9. CONTRACTOR TIE-IN POINTS ARE 6" 150# ANSI FLANGED CONNECTIONS. CONTRACTOR SHALL SUPPLY ALL HARDWARE AND GASKETS REQUIRED AT THESE TIE-IN POINTS, FLANGE BOLT PROPOSED OUT TO MAIN NEW CHEMICAL HOLES STRADDLE HORIZONTAL & VERTICAL CENTERLINES. 10. FILTER SYSTEM SKID ANCHOR BOLTS, NUTS AND WASHERS ARE SUPPLIED BY THE SUPPLY LINES cli o 0 0 o CONTRACTOR AND SHALL BE 304 STAINLESS STEEL. ANCHOR BOLTS SHALL BE 5/8" pH/'CL2 DIAMETER. ANCHOR EMBEDMENT INTO THE BASE MATERIAL SHALL BE 6", C' COD ANALYZER i FILTER A z FILTER B M _ —�-� Imo—6" - - W - - - I FIELD PENETRATIONS ? iH THIS AREA _ / I BW SUPPLY O ` O O `� ' O \% M 1'-7 5/8" �� PROPOSED WATER SERVICE PROPOSED SAMPLING LINE FACTORY PENETRATIONS SIMA PROPOSED IN TO FILTERS 6" RW INFLUENT 7 5/8" THIS AREA L11j V•A v4A V5A V2A vee v58 V4B V1B CONTROL PANEL (7'-2 5/8' 3'-10 1/2' BOTTOM PENETRATIONS EXISTING OUT TO MAIN EXISTING CHEMICAL BUILDING -.F-- .--I PLAN MANUAL AIR VENT TYP ARV EMICAL SUPPLY DRUMS BLOWOFF LAGOON 6" RW INFLUENT -.— V-2 1/8" SIMA II SA .00 CL CL - SODIUM HYPOCHLORITE •— o m o SA P to i � EXISTING IN FROM WELLS CL SA CL SA - SODA ASH W p W C CL P - PHOSPHATE VIA V4A BW/PURGE V4B V1B CHURCH C SAP P 6" BW PURGE OUT C CONTROL a ® V5A V56 PANEL " FMA EFFLUENT FMB OIT o� TW EFFLUENT CHEMICAL SUPPLY LINES - - N z NEW CHLORINE RESIDUAL °' ' DPS v A v2 DPS ` AND PH MONITOR R FCVA FCVB op 1 F FILTER A n ■ I a io O O ► O O 1 O p EXISTING SAMPLING LINES FCVC © 3A Y36 NEW SAMPLING LINE + BW WATER SUPPLY FMC ► KEEP CLEAR 0 m W6x15# TYP W6x15# TYP i FLO. SKID — 01" MTG. HOLE TYP 6'-87/8" 4" PIPING SCHEMATIC f �I NOTE 8 [[I' (�8) PL (4 NS / 4 FS) �-- 1" GROUT BY -0" 4'-6" 4'-6" +- 4'-6" 1'-0" - CONTRACTOR SCALE: N.T.S. FRONT ELEVATION SECTION A-A FILTER SCHEMATIC SCALE: N.T.S. CLEARANCE LINE ABOVE _ _ _ _ NOTES: - - - - - - - - - - - - - - 1. SECURE RPZ DEVICES, DRAIN PANS, AND PIPES TO FLOOR AND WALLS AS NEW 1" RPZ REQUIRED. FEBCO MODEL EXTERIOR WALL LF825YIN BACKGROUND 04 2. PROVIDE RPZs WITH 8"AND 4" DRAINS OUT THROUGH WALL TO EXTERIOR. NEW 1" COPPER 7 3. DRAINS MUST BE SCREENED AND KEPT CLEAR. FRONT CLEARANCE LINE 4. DRAINS SHALL BE A MINIMUM 6"CLEAR FROM BOTTOM TO FINISHED GRADE. w U NEW 12"x 12" DRAIN z PAN BELOW RPZ - NEW 1" BRASS NEW 1�� BRASS iv z BALL VALVE Z NEW 1" RPZ BALL VALVE U FEBCO MODEL H LF825Y MAY 2 9 2018 co O _ EMERGENCY NEW 1" BRASSFq -0 -__ d U_< BALL VALVE I I Sou i;ol Town w EYEWASH z U_ I I Planning Board co 0 RPZ e I 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL NEW 12"x 12" I I 04-25-18 JRH FOR SCDHS APPROVAL DRAIN PAN REV DATE CK DESCRIPTION NEW INTERIOR BUILDING EXTERIOR WALL j Z VISI SLAB ON GRADE BY OTHERS BY OTHERS I I REVISIONS co FISHERS ISLAND UTILITY COMPANY ELEVATION I 161 Oriental Avenue Water Plant Fishers Island,New York EMERGENCY d ° EYEWASH l i I I I MANGANESE FILTERS BUILDING ADDITION RPZ I ° --S NEW 1"WATER �! t I I NEW 4" DRAIN PIPE THROUGH bJ ° LINE SERVICE eJ EXTERIOR WALL(SECURE TO HOLZMACHER P.E., LLC a / FLOOR AND WALL) NEW 1 DOMESTIC NEW 4 &8 DRAIN LINES WITH IA. J. L iWATER LINE RODENT SCREENS TO EXTERIOR 4*11441 DRAIN PIPE SECTION VIEW TO INTERIOR PLAN VIEW =. � The Third Generation o Excellence Y DOMESTIC WATER PLAN VIEW I In Water SuPPY l , Water Resources N � of N iv : '' Civil and Environmental Engineering cBACKFLOW PREVENTION DETAILS BACKFLOW PREVENTION DEVICES * # 3555 Veterans Memorial Highway, suite A, Ronkonkoma, NY 11779 SCALE: N.T.S. SCALE: N.T.S. PHONE: (631)234-2220 FAX: (631)234-2221 E-MAIL: info@holzmacher.com 0 SHEET TITLE: FILTER& PIPING SCHEMATIC co 66 DESIGNED BY: S.C.r SCALE: AS NOTED i REVIEWED BY: �7 DATE: M-2 J.R..H. May 4, 2018 N ALTERATION OF THIS DOCUMENT EXCEPT BY A PLAN SHEET BY: PROJECT NO: LICENSED PROFESSIONAL IS ILLEGAL PDC FishI 18-01 a / / I ► i .30 1 — — r r ► / r ► r / r r - - r — r r \ 1 \ / 1 \ / / / / 1 \ 1 / NEW PRE-ENGINEERED BUILDING BY OTHERS \ 20 \ 1 \ 1 // PR \ / S \ NEMA 3R \\ F.F. 20.30 m LIGHTING PANEL LP-2 / 6 OUT �p 9 6„ IN 1 :- 001 OJ�6 LU 1 F.F. 20.30 d / V \�-�ER 1 1p F -1 W O LP I PP-1 GEN. 0 �O F\���R TIS ...1 I �O N UE Q 1 .UE— U c — ca �Sr _UE UE W \,NSV V JELL W�L�. FROM �\N� to A 2 SG L L LI I� •. SIN SPMQ\-�NG`�NE .- / � MAY 2 g 2018 Z �– (2 PMP EXIST. / < " a 1/2 XFMR. Southol a To:^,n Piar,ning Pc,rci Y2 sPM / W I / / OS-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL 04-25-18 JRH FOR SCDHS APPROVAL e REV DATE CK DESCRIPTION REVISIONS 0 1 - - - - - FISHERS ISLAND UTILITY COMPANY 0 < 1 161 Oriental Avenue Water Plant o Fishers Island, New York io MANGANESE FILTERS BUILDING ADDITION 0 J.R. HOLZMACHER P.E., LLC oil ® The Third Generation of Excellence Y In Water Supply, Water Resources, 12 � fr FrV Civil and Environmental Engineering # 3555 Veterans Memorial Highway, Suite A, Ronkonkoma, NY 11779 C O PHONE: (631) 234-2220 FAX.- (631) 234-2221 E-MAIL: info@holzmacher.com ELECTRICAL PARTIAL SITE PLAN -� SHEET TITLE: ELECTRICAL PARTIAL SITE PLAN t 0. 66O DESIGNED BY: SCALE: S.C. AS NOTED SCALE: 1:10 1 REVIEWED BY: DATE: J.R.H. May 4, 2018 1 j ALTERAON OF CENSED PROFESSIONAL S ILLEGAL A PLAN SHEET BY: P.D.C. PROJECT NO: FishI 18-01 a n 40 KW GEN EXISTING PANEL SCHEDULE PP-1 M PRE-ENGINEERED BUILDING BY OTHERS MAIN RATING: _ MAIN C.B.: KAIC RATING: XFMR VOLTAGE: PHASE: WIRE: MOUNTING: MANUAL _ _ TRANSFER NEW SWITCH XFMR CIRC. BKR. NO. NO. BKR CIRC. 3 NO. LOAD DESCRIPTION AMPS OF OF AMPS LOAD DESCRIPTION NO. A A A 3 POLES POLES 1 2 a a a , 50A 3 CHURCH WELL 40 40 SIMA WELL 4 n �1 r1 40A 5 6 B �1 r'1 20A 7 8 (DCO EXHAUST FAN. 20A n n 40A 9 HERS WELL 20 20 SPARE 10 b SEE DWG. M-1 11 LP-2-5 TR 12 EXISTING PANEL PP-1 NEW LIGHTING 13 BLANK 14 XFMR 200A, 30, 3W, 480V SIMA 1 SIMA 2 CHURCH PANEL LP-2 15 1/0 TRANSFORMER 20 BLANK 16 ^^^r� VFD VFD VFD 50A, 220V 17 BLANK 18 A A A a a a C� a LP-2-2 J " b a3 LP-2-4 a3 EXISTING PANEL SCHEDULE LP-1 n n MAIN RATING: MAIN C.B.: KAIC RATING: Bqpb B b n n VOLTAGE: PHASE: WIRE: MOUNTING: EXISTING PANEL LP-1 SINGLE LINE POWER DIAGRAM 100A, 220V N O. NO. SCALE: N.T.S. CIRC. LOAD DESCRIPTION BKR' OF OF BKR' LOAD DESCRIPTION CIRC. NO. AMPS POLES POLES AMPS NO. 1 15 20 2 3 15 20 4 5 15 20 6 FILTER BUILDING LIGHTING PLAN 7 20 20 8 SCALE: 1/4"=l'-O" 9 20 20 10 11 20 15 12 13 20 BLANK 14 ELECTRICAL LEGEND 15 20 20 16 17 15 20 18 LIGHTING FIXTURE SCHEDULE SYMBOLS: 19 20 20 20 FIXTURE TYPE OF MOUNTING TYPE OF # OF WATTAGE AND MANUFACTURER & TYPE LIGHTING OF FIXTURE DIFFUSER LAMPS TYPE OF LAMPS CATALOG NUMBER REMARKS CONDUIT RUN CONCEALED. MINIMUM SIZE 3/4'C. UNLESS OTHERWISE NOTED. A 1'x 2' LED SUSPENDED FROSTED _ 10400 LUMEN 80W LED LED LINEAR HIGH BAY -LUMEGEN CONDUIT HOME RUN. CIRCUIT NUMBERS AS SHOWN ON THE NEW PANEL SCHEDULE LP-2 , ACRYLIC LENS #LG-LHB2F-80W-40K DRAWINGS. MAIN RATING: 50A MAIN C.B.: KAIC RATING: LED MOTION TEMPERED MORRIS B ACTIVATED WALL MOUNTED 3 3090 LUMEN 36W LED RECEPTACLE, LIGHTING OR POWER PANEL GLASS LENS #72564 VOLTAGE: PHASE: WIRE: MOUNTING: SECURITY DUPLEX RECEPTACLE, 2 POLE, 3 W, 20A, 125V., GROUNDING TYPE. CIRC. BKR. NO. NO. BKR. CIRC. MTD. 1'-6"AFF. NO LOAD DESCRIPTION AMPS OF OF AMPS LOAD DESCRIPTION NO. POLES POLES �J OR QJ JUNCTION BOX 1 CONTROLS INTERIOR LIGHTS 2 PULLBOX-SIZE AS INDICATED ON DRAWING 3 HEATERS EXTERIOR LIGHTS 4 5 FAN RECEPTACLES 6 LIGHTING FIXTURE. SEE LIGHTING FIXTURE SCHEDULE. LETTERS� 7 SPARE SPARE 8 A AND NUMBERS INSIDE INDICATE FIXTURE TYPE, SUBLETTER LP-2-3 PRE-ENGINEERED a DENOTES SWITCH LEG 9 SPARE SPARE 10 BUILDING BY OTHERS 11 SPARE SPARE 12 Bb EXTERIOR LIGHTING FIXTURE SEE LIGHTING FIXTURE SCHEDULE. LK- PROVIDE LOCKING TABS ON C.B.; GF-GFI TYPE C.B.; AF-ARC FAULT TYPE C.B.; ST-SHUNT TRIP C.B. T MP CO CARBON MONOXIDE DETECTOR LP-2-6 �`�� OS E� SMOKE DETECTOR. EL-ELEVATOR LOBBY NOTES: I �I ii 51. x3 THREE WAY SWITCH I 1II I �;, `\ u FILTER A FILTER B I ii Sx SINGLE POLE SWITCH 0 TR THERMOSTAT (REVERSE ACTING) II IL I I I I �� 1�1III u u II MAY 2 9 2018 NEW 1"0 SCH 80 PVC CONDUIT W/(2)#12 AWG II p II Southold Town G n ii ii ii THWN &#12 GRD. Planting Board X ---� II II II LP-2-1 N Jill •�— 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL II Z o II aJ ii ii ii ii ii a 04-25-18 JRH FOR SCDHS APPROVAL REV DATE CK DESCRIPTION U- Jill N II REVISIONS NEW PULLBOX W/(3) NEW a �� II II II 2"0 SCH 80 PVC CONDUIT FISHERS ISLAND UTILITY COMPANY �� II II II w/ PULL WIRE. (SPARE 161 Oriental Avenue Water Plant II II II CONTROL CONDUITS). ,, II II II Fishers Island,New York MANGANESE FILTERS BUILDING ADDITION 0 a J.R. HOLZMACHER P.E., LLC The Third Generation of Excellence FILTER BUILDING POWER PLAN � � ' ¢ � In Water Supply,N Water Resources,SCALE: 1/4"=1 -0" Civil and Environmental Engineering a 4:. C 3555 Veterans Memorial Highway, Suite A, Ronkonkoma, NY 11779 0 PHONE: (631) 234-2220 FAX.- (631) 234-2221 E-MAIL: info@holzmacher.com E 13 .4 SHEET TITLE: FILTER BUILDING POWER& LIGHTING PLANS Q DESIGNED BY: S.C. SCALE: AS NOTED 5REVIEWED BY: DATE: 00 J.R.H. May 4, 2018 E-2 N PLAN SHEET BY: ALTERATION OF THIS DOCUMENT EXCEPT BY A PROJECT NO: LICENSED PROFESSIONAL IS ILLEGAL P.D.C. Fishl 18-01 a NOTES: LEGEND ABBREVIATIONS 1. FILTER DESIGN PRESSURE 100 PSI. 2, TOTAL DESIGN FLOW RATE: 4DO GPM. CHECK VALVE ® FLOW CONTROL VALVE a MAGNETIC FLOW METER 0 MANUAL BALL VALVE = RESTRICTED ORIFICE ARV- AIR RELEASE VALVE MCC= MOTOR CONTROL CENTER 3. FLOW RATE PER FILTER: 200 GPM, BPV= BACK PRESSURE VALVE P1= PRESSURE INDICATOR 4. BACKWASH FLOW RATE: 400 GPM FOR {4) MINUTES. FLOW CONTROL VALVE BW = BACKWASH PLC= PROCESS LOGIC CONTROLLER 5. PURGE RATE: ZOO GPM FOR 11; MINUTE PER FILTER. I W/ORIFICE PLATE I NEEDLE VALVE D+4 ACTUATED BALL VALVE CONCENTRIC REDUCER � FL17X EXPANSION JCINT CL2_ CHLORINE PRV= PRESSURE RELIEF VALVE 6. TOTAL BACKWASH VOLUME: 1,600 GALLONS. CP CHEMICAL PUMP PS- PRESSURE SWITCH 7, BACKWASH FREQUENCY: EVERY 10-12 HOURS. FLOW CONTROL VALVE STRAINER BACK PRESSURE VALVE C1 ECCENTRIC REDUCER CMMALE CAM LOCK = CHECK VALVE SC SAMPLE COOK DI DIA.= DIAMETER SM= STATIC MIXER DPS= DIFFERENTIAL PRESSURE S.S.- SIDE SHELL BUTTERFLY VALVE7, MANUAL PRESSURE REGULATOR f< SOLENOID VALVE CALIBRATION COLUMN SWITCH T1T = TEMPERATURE INDICATOR Y DRAIN FCV= FLOW CONTROL VALVE TRANSMITTER -°--------- BY OTHERS = BUTTERFLY VALVE, PRESSURE GAUGE W/ FIT= FLOW INDICATOR TRANSMITTER VFD= VARIABLE FREQUENCY DRIVE BY PUREF'LOW Iyj ELECTRICALLY ACTUATED GLOBE VALVE DIAPHRp,GM SEAL --=-TUBING IN CONDUIT FIELD MOUNT INSTRUMENT FM= FLOW METER DWG= DRAWING HDPE=HIGH DENSITY POLYETHYLENE AIR/VACUUM RELIEF VALVELS- LEVEL SWITCH 3 WAY VALVE I>© GATE VALVE -A%%&- FLEX CONNECTION PANEL MOUNT INSTRUMENT LT= LEVEL TRANSMITTER ---�-� --4-20 mA LIT= LEVEL INDICATOR TRANSMITTER RAW WATER INFLUENT!_____ _ __. ._._. 6" SKID MOUNTED I I I r r f I BACKWASHA/PURGE OUT -,,.- v51 6" G I a-( COI VIA V1 01 0-160 0-160 CMI L 1 1 PE 6" i PI 6" c a I 01 V4A V`4V`4134I a- I 1/4" ♦"' I t SC6" SC 6 F _J t 1/2#0 \Y, 1121% YFILTERi I ��=rrLa VENT Q VENT CONTROL i II U LiW PANEL WELL PUMP I a_ `t d I O Q I I- p 1" L- ' 1„ t I r C-400V C-400V I FILTER VESSEL A FILTER VESSEL B r 60" DIA. X 66" S.S 1 0--160 60" DIA. X 66" S.S 0-160 PI 120 VAC 120 VAC 1T 2)4-2OrnA 1/4"[ " „ I FROM PLC TO PLC I I h 1/4 Ft II I ESC SC H 11 1 6" ` � ! NEW ANALYZER TO BE i V5A i V513 pH / CL2 T i MOUNTED IN EXISTING I 2" DRAIN 1 2" DRAIN ANALYZER Y I CHEMICAL FEED ROOM 4-20 mA-7 4-20 mA-7 I f I I 4" 4" ��*� " - PANEL MOUNTED _ - - FCVA V2A FCVB FMB V2B FMA I SET 0 200 GPM SET 0 200 GPM 1/4" I . " " I I STATIC I MIXER „ 6" 1 dp�_ 6=_Ji 400 GPM FILTERED WATER TO DISTRIBUTIONi V3A V313400 GPM BACWASH WATER FROM DISTRIBUTION 4 ' 4-20 rrA 1 r 6" 6" I I � I FMC FCVC SET 0400GPM - - _ - - - - - - - SER ILEI REQ1 I J L MAY 2 9 2018 ],0 STLIF11 a Town L _ Planning Board PIPING AND INSTRUMENTATION DIAGRAM , SCALE: N.T.S. I 1 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL Q I I 04-25-18 JRH FOR SCDHS APPROVAL BPV SET @I REV DATE CK DESCRIPTION M 100 PSIG IREVISIONS W 0 FISHERS ISLAND UTILITY COMPANY PRV SET ® \ 161 Oriental Avenue Water Plant 110 PSIG Fishers Island, New York U k •U MANGANESE FILTERS BUILDING ADDITION C O C RETURN LINE REQ J.R. HOLZMACHER P.E., LLC VENT TO r----- ATMOSPHERE I i I BLEED :- •.'�' The Third Generation of Excellence kL CHEMICAL PU M P TMP ' In Water Supply, Water Resources, " FLEX I t CONNECTION U o� NFW j Civil and Environmental Engineering REQ N L-------r ----------- * * 3555 Veterans Memorial Highway, Suite A, Ronkonkoma, NY 11779 SODIUM HYPOCHLORITE I CHEMICAL TANK SELF CONTAINED CHEMICAL PANEL PHONE: (631)234-2220 FAX: (631) 234-2221 E-MAIL: info@holzmacher.com s (BY OTHERS) [ sHEETTITLE: SODIUM HYPOCHLORITE FEED PANEL P&I DIAGRAM,j i (CONTINGENCY FOR FUTURE USE) 'i'0. DESIGNED BY: S.C. C SCALE: AS NOTED IL REVIEWED BY: DATE: J.R.H. May y 4, 2018 E-3 0 04 ALTERATIONLICENSED ED Tf IIS D CUMEIONALIS ILLEGALEXCEPT BY A PLAN SHEET BY: PDC PROJECT NO: F1SL I 18-01 a FORM NO. 3 W E� TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. Southold Town Planning Board NOTICE OF DISAPPROVAL DATE: June 27, 2018 TO: John C. Finan(FIDCO) 161 Oriental Avenue Fishers Island,NY 06390 Please take notice that your application dated May 10, 2018: For permit to construct well water treatment building at: Location of property: Private Road Off East End Road. Fishers Island. NY County Tax Map No. 1000– Section 3 Block 6 Lot 3.11 Is returned herewith and disapproved on the following grounds: Pursuant to article XIII. Section 280-127, the proposed use requires site Ian approval from the Southold Town Planning Board. You may now, to this agency directly. Auth -i` - ature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board FOR INTERNAL USE UNLYM I� i 'aZu KY SITE PLAN USE DETER[11[INA1, Initial Determination Date Sent:S ; 51 Its S Date:5 _ r D26 � I I Project_Nam_ e. E �alQfl�l Project Address:_ �tj,) - / Proj � K Suffolk County Tax Map No.:1'000= _3 Zoning District: �� ReVest' of Iuildirt Permit App Application tion and supporting documentation'-as to (Note: Copy -proposed use or uses should he suhrritted,) I -Initial Determination as to whether use is permitted:_ c Initial-Dete.rmination as to whether site plan is aired:_ Sig ate d. Duilding Inspector . artment (P.D.) Referral: Punning Dep _ - zc� � �g p.1).Date Received- r,C Ments: c`' Signature of Piannin ept.-Staff Reviewer 171n al Det r"Ipz of Date:= 1 Decision: . c;�„aftirP of Riiilclina Ingnec:tor TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you e or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.Q.Application Flood Single Permit Examined ,20 (�C \VYI � Single&Separate Truss Identification Form MAY 1 0 2018 Storm-Water Assessment Form Contact: Approved .20 BL LAG Ipl+F-T. Mail to: Disapproved a/c TOWN OF SOUM LD Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date May 09 .20 18 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. £Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. . Fishers Island Development Corp. (Signature of applicant or name,if a corporation) 161 Oriental Avenue,Fishers Island,NY 06390 - (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Owner Name of owner of premises Fishers Island Development Corp. (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer John C.Finan,General Manager (Name and title of corporate officer) Builders License No. TBD Plumbers License No. TBD Electricians License No. TBD Other Trade's License No. TBD 1. Location of land on which proposed work will be done: 161 Oriental Avenue,Fishers Island NY 06390 House Number Street Hamlet County Tax Map No. 1000 Section 003 Block 6 Lot 3 . 11 Subdivision n/a Filed Map No. n/a, Lot n/a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Well water treatment b. Intended use and occupancy Well water treatment 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $100,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units n/a Number of dwelling units on each floor n/a If garage, number of cars n/a 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. well water treatment 7. Dimensions of existing structures,if any:Front 15'-6" Rear 15'-6" Depth 23'-0" Height 10'-6" Number of Stories one Dimensions of same structure with alterations or additions: Front n/a Rear n/a Depth n/a Height n/a Number of Stories n/a 8. Dimensions of entire new construction:Front 18'-0" Rear 18'-01" Depth 45'-4" Height 18'-6" Number of Stories one 9. Size of lot:Front 268' Rear 422' Depth 713' 10.Date of Purchase Unknown Name of Former Owner Unknown 11.Zone or use district in which premises are situated R-120 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES NO X Fishers Island Development Corp.161 Oriental Avenue,Fishers Island NY 06390(631)788-7251 14.Names of Owner of premises Address Phone No. Name of Architect J.R.Holzmacher P.E.LLC Address Suite A Veterans Memorial Hwy Phone No (631)234-2220 Suit Name of Contractor TBD Address Ronkonkoma,NY 11779 Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO X *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) John C.Finan being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ;S)He is the General Manager (Contractor,Agent,Corporate Officer,etc.) A said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ( t day of AS RA4L1J No ry Public,Sate of New t No.41 KR6327494 ' t IlI Aires July 46,24 Signature of Applicant