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HomeMy WebLinkAboutSouthold Fuel Dispensing Facility j OCCUPANCY OR USE 1S �1NLAWFU�TOWN OF SOUTHOLD . COMPLY WITH ALL CODES OF WITHOUT CERTIFICATE AS REQUIRENEW YORK D ANG-9.9 lTOWN Z1nODES OF OF OCCUPANCY • Q(11 nTn.�.�,,�n ti��-�tL�lr S `U"r P F A 0'& LK' (__N/ Ud` U N T YqNEW YORK RETAIN ST RM WATER RUNOFF PURSUANT TO CHAPTER 236 S `' ' "' TEES INDEX OF THE TOWN CODE, —' 1 . COVER SHEET 2. OVERALL SITE PLAN 3. DEMOLITIONS & REMOVALS PLAN 4. PROPOSED SITE PLAN 5. ELECTRIC P LAN NOT INCLUDED FOR SCDHS SUBMISSION 6. 8,000 GALLON DIESEL TANK 7. 8,000 GALLON GASOLINE TANK 8. TANK DETAILS NOW 9. SITE DETAILS " 10. DIESEL SPILL BOX 11 . GASOLINE SPILL BOX co '" APPROVED AS NOTED 12._ 12. UTILITY BUILDING DETAILS 13. FUEL CANOPY DETAILS. DATE:�i�10B.P.#-s�- �- .-� " ` ( FEE: c aleg._ INSPECTION NOTIFY BUILDING DEPARTMENT AT FIRE++♦` REQUIRED BEFORE' 1 8 TO 4 PM FOR THE FOLLOWING INSPECTIONS: INSPECTIONS: r OPENING 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING tl Y `s 3. INSULATION 4. FINAL - CONSTRUCTION MUST j BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE j REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLANS FOR Mal 0 L D SOUTH ' ` UEL DISPENSIN (_� FACILIT Y SOUTHOLD , SUFFOLK COUNTY, N .Y. SCTM# 000-75-05- 14. 1 IN It APRIL " 0 14 r4`ye�Y�ya}•"��J� ://n��pi' ` U;! : _. . � r�Fl�, NOTE: 4 . Ray' THE STORAGE FACILITY MUST BE CONSTRUCTED IN ACCORDANCE WITH THE I*' _ AN CHANGES IN DESIGN, MATERIALS OR USE REQUIRES PRIOR a� - - R TTEN CONSENT JntD1f" .r NT ,O F 25 W I BOTH THE DESIGN PROFESSIONAL AND THE OFFICE OF A POLLUTION CONTROL. THE CHANGES MUST BE SUBMITTED IN A FORM THAT IS Pconic,Grey ACCEPTABLE TO THE OFFICE OF POLLUTION CONTROL. THE CONTRACTOR AND/OR �. lr ' THE DESIGN PROFESSIONAL S REQUIRED TO INFORM THE OWNER THAT THE . _- �, ' f 5 .-_ CHANGES ARE BEING MADE. L - _ -. - _ _ _ •�ij. _1.'' - . - ,? pfd.'` .p A - - > � Ic 11 I4KF.br liar# 75 SITS LOCATION I'econic Darr YfrnerS�� 61 in E54 irreya rd:n id ,I� - ;�,1 25 ' - `8r �s'a'.iPr �rmhaeis�e b ~J1'aYY� r~R- Cc�ti'p":I" DATE BY DESCRIPTION APPROV. BY M `; � '�°rtr Nue REVISIONS fA -,-A TOWN OF SOUTHOLD - HIGHWAY DEPT. - i s _y` _; a SOUTHOLD, SUFFOLK COUNTY, NEW YORK NorthQtk o- tlar'eshe� %'` ; f` { y-.'r'�r�Illyltr�f_�'iillllJit� t' z ' Yty r , S— 7 SOUTHOLD FUEL DISPENSING FACILITY 0 �- COVER SHEET :3 LOCATIO-W MAP v 10 0 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS � Lr K. McLEAN ASSOCIATES, P.C. l_ � N.T.S. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 o AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER y = � o THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE `��`� tio. 5ggb6 �� Designed By: MF Scale: AS NOTED DRAWING SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER 0 o MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF9oF_ MF SSI THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - Drown Date: APRIL 2014 1 I Q/ (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No.: 13108.000 - - - - - ---- -- - - -- - -- - -- - ---------- ------- -- l PECGI'111C LANE -- — WALK S 43.34'02" E 202.82' ASPHALT - SOUTHOLD HIGHWAY YARD ...� AS PAVEMENT w RDDF OVERF ER SCTM1000-75-05- 14. 1 TANKS N/F # DAVID LAFRENIERE I o 00 1000-75-05-09 , TABLE OF EXISTING & PROPOSED STORAGE TANKS h '-PROPANE HIGHWAY 1-1/2 _ -- cv WSTY WD, FR. -� l S.C.D.H.S. SIZE PRODUCT TANK LOCATION NOTES / TANK MAINTENANCE TANK # (GAL.) TYPE >� J , BARN 3 2 2,500 GASOLINE STEEL W DIKE ABV OUT TO BE REMOVED i W PROPAN 00 8 ____1,000 GASOLINE STEEL W DIKE ABV OUT TO BE REMOVED TAN N/F 9 1 ,000 GASOLINE STEEL W DIKE ABV OUT TO BE REMOVED It LIL EMILY ROSE CORP, a 10 1 ,000 DIESEL STEEL W DIKE ABV OUT TO BE REMOVED SCTM#1 1000-75-05-10 11 1 ,000 DIESEL STEEL W DIKE ABV OUT TO BE REMOVED I v I DIRT/GRAVEL ch y �- OOF OV R AS a 12 8,000 GAS HOOVER VAULT ABV OUT OUTSIDE GARAGE AREA PROPOSED W 3 ( I UEL TA S ETER \ 2058„ W, ¢ 13 8,000 DIESEL HOOVER VAULT ABV OUT OUTSIDE GARAGE AREA PROPOSED as � x S 6. � 41,16' PAN S 43.39102” E 111,6 ' N/F ( ZQj 6' HAINLINK FENCE #64 I jE ' MARINA TSOKANOS, J ( 1 -STYE ABED/PUMP UE S r i N/F STEVEN STAVROS N/F Z �i F JILL BL UM TSDKANDS AND ELAINE DRIES / G NERATOR A�INr. � --16.5 HOUSE 1 ELAINE KOKKINOS SCTM#! \ r as Nq SCTM#r 1000-75-05-1,1 �AD J SCTM#r 1000-75-05-07 O ARN 1IRT/GSA EL v ~A 1000-75-05-06 1to S 45'5312" E 674,87' _ I / O -16.0— X- _PROPANE CONCRETE PA VEMEN 6' CHAINLINK FENCE TANK 1-STY, �,nNC � &UR:B C ' IMc-,1 � 5,18 CDNC, WD, FR D 6' STOCKADE N 4 STORAGE ' CONC, ` \ /V *30`52" W 4' STK. FE, STDRAGE 20832 _ A 401E DIAD BUOIL DIAD BL9CK RETAINING WALLS �� O/ 4 — I �-- — •� N/F SURVEY NOTES: c T , EUGENE GRIMES AND ► MARY ELLEN GRIMES� 1. ALL PLAN COORDINATES ARE BASED ON THE LONG ISLAND ZONE scrM#1 1000-75-OS-11 OF THE NEW YORK STATE PLANE COORDINATE SYSTEM (N.A.D. EL EC. W PANEL ( DI T 1983). 0 i��• \ ASPHALT AVEMENT A w ;� ` - - - 2. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 3. ELEVATIONS REFER TO NAVD 88. �6, U �w 4. RIGHTS-OF-WAY SHOWN -ARE NOT CERTIFIED. •s ��/ '\ 3 zZ 5. TOPOGRAPHICAL FIELD SURVEY BY LOUIS K. McLEAN ASSOC. P.C. LL_ CHARLES SLAMA, TRUSTEE OF NOVEMBER 5, 2013. \ \! \ I IIIIIII I X29.0 I III III -� z 3 DFTHE CHARLES REVDCABLE TRUST MA 29 �� III IIII - ¢ : AGREEMENT M \> \ \ \ DIRT III III •5 IIIIIII II B OKE�IK ASP 16•,5 SCTM#1 1000-75-05-12 �� \ 16, 11 lIl 1111130 II1111IIII� HALT PAVEMENT / .s o •0\ �llllll i II ) III MLI I� �Ifll(IIIIt(`tI�( ,_..,_ y - - \���\��JJ I III III �0 16.0---_ \ co* —16.5 � _ s��—� �� —�� /DL g� CHA NLINK FENCE �\ W10"\\�\ PAVEMENT �\ \� '� S ASPHALT NCfdEtE WALL N/F TRAILER \ SERRY & BERRY, LLC E r f � CpNCRETCURB CTM# 1000-75-OS-13 �j RIM=15.42 X IC, LLC D� \ \��\ \\ � '> 74-05-I5 \ l I �\\����II EDS [ Y. cv 16.5– \ / \\\ JO — \ ,r �� . . ••FE 205,00' _ _ ��', ticn \\ i- GATE S 5013 02 , -, I I I \\� X o X _ - Z _17.0 f � �� ) /� \�� � i --------' ANIMAL ---- I __-------- _ \,�-------- --rte y �� NEW) �� / / \ SHELTER BLOCK � RIM-14.69/ % `i BLDG. 1-STY. JO ® NTASPHALT PAVEME/ $� §ff OO Z 1-STY, Z 18• / 0 C c- - DO NDT + $•5 off. \� x O = x WD. FR. VACUUMS ENTER \\ GAR. C3 0 RIM=16.04BLOCK O ' \ /( / IX ® J BLDG, POLE 80 \ \ \ \ II ISI l r I / ✓ /— - �x L� IMPOUND Z _ ` / 1, 1-STY, IM=11,73 I 1 >c \ \ II �j�� /�� \ 8' CH NLINK YARD DNC, PAD WITH l X \ (fIIII A/CFENCE N o UTIL. A/C UNITS ANTENNA DDG PENS G J AN A � SATELLITE X 1 \ \ III II�LL -1 PAD / DISH GENERATOR -------------------- //_ __ PAD ® RI \ LL — ASPHAL T PAVEMENT RIM X \ - � #259D �, fl 8' HAINLINK FEN E --� - -�— LIL #259 _ � H-- _ _ LIL 59 - - - - - - - - - uEM LIL #259 - N 46'51'22" W 1020.48' Ln a� DATE BY DESCRIPTION APPROV. BY OVERALL SITE P LAN REVISIONS 0 50, goo, TOWN OF SOUTHOLD — HIGHWAY DEPT. SOUTHOLD, SUFFOLK COUNTY, NEW YORK SOUTHOLD FUEL DISPENSING FACILITY In ' �oFNE� OVERALL SITE PLAN • o * L. K. McLEAN ASSOCIATES P.C. cn d- v n l CONUXTMO M MEM 937 WM COMM RDH MWOIaIAM WW YORK 11719 NG 0 o Z o NO. Dowg1°d B�"• M F Scale: AS NOTED MAWI o A90FESS10�P�' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES °^°'"" MF Date: APRIL 2014 2 Q/ Approved By: RG D File No.: 13108.000 �� / KEYED NOTES: /�j�j////ttv, x DEMOLITION NOTES iiii �l REMOVE CONCRETE PAVEMENT (2,510 SF) AS REQUIRED 1. ALL PROPOSED WORK SHALL CONFORM TO THE REQUIREMENTS OF THE S.C.D.H.S. x ///�/%// FOR PROPOSED WORK. SEE PROPOSED SITE PLAN. \\\\\\\� //�/j 2. THE CONTRACTOR SHALL MARK OUT EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ANY DAMAGE TO \\\�= UNDERGROUND UTILITIES SHALL BE REPAIRED ' 22 FULL DEPTH SAWCUT CONCRETE (418 LF) AND PROTECT R RE AT THE CONTRACTORS EXPENSE. EDGE TO MAINTAIN A CLEAN CUT. - 'i 3. THE S.C.D.H.S. (854-2523) IS TO BE NOTIFIED 48 HOURS PRIOR TO TANK REMOVALS, ABANDONMENTS, AND �� ��� I ' F31 REMOVE BUILDING (1,081 SF SINGLE STORY), CONCRETE INSTALLATIONS. X SLAB, CONCRETE FOUNDATION, STAIRS & ALL ELECTRIC 1 EQUIPMENT. 4. PRIOR TO EXCAVATIONS IN PAVED AREAS THE CONTRACTOR SHALL SAWCUT THE CONCRETE TO THE APPROXIMATE LIMITS ` X ✓ I'�I l ` �_` ���\ �` I CLING SHOWN OR AS REQUIRED AND DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL RESTORE EXCAVATED CONCRETE AS fillX ❑ I i l l II II I I I I I'I��\ 11 I , Z \ � 1� � SPECIFIED. IIIII I III �� \ / I STORAGE 4 REMOVE EXISTING TANK, ROOF, CONCRETE SLAB & ALL �I I III II III I Illi �� I III II BUILDING x TANK EQUIPMENT AS PER SCDHS & NYSDEC STANDARDS. !r Ir � i � /Y �II►I��I �IIII III�I������ / �I IIIIII / � � _ 5. UND UNDERGROUND IIII II I 40 DIA, ABV = ABOVE GROUND © �� 1 X X IIIII I II I IIIA\\�\\\�\ /////J�IIIIIII I ' S� RELOCATE EXISTING STOP SIGN. SEE PROPOSED SITE OUT = OUTSIDE PLAN. IN = INSIDE ' _- \ \� �� � \ \ ����� // �//// [6� EXCAVATE AS REQUIRED (4,565 SF) FOR PROPOSED 6. EXCAVATION WITHIN 15' OF ANY STRUCTURE IS STRICTLY PROHIBITED WITHOUT PRIOR APPROVAL FROM THE OWNER. • \\��� ���� WORK. SEE PROPOSED SITE PLAN. ALL UNSUITABLE OR EXCESS MATERIAL IS TO BE REMOVED OFF SITE. 7. THE ROUTING OF CONDUITS AND LOCATION OF PANELS SHOWN ON THE PLANS IS DIAGRAMMATIC ONLY AND SUBJECT TO '`• cb � _ _-- �_ �, _\_� /j�/� / � x SUCH MODIFICATIONS (WITHOUT EXTRA COST TO THE OWNER) AS CONDITIONS MAY NECESSITATE. CONC, 7❑ REMOVE EXISTING CHAIN LINK FENCE (21 LF). 8• EXCAVATIONS IN VEGETATED AREAS SHALL BE RESTORED TO ORIGINAL CONDITIONS WITH NEW TOPSOIL AND SEED AS STORAGE ' 81 SPECIFIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AN ACCEPTABLE STAND OF GRASS. BUILDING CONTRACTOR SHALL VERIFY EXISTING CONDUIT CAN BE b \ / I 50' DIA, X REUSED TO RUN THE POWER & CONTROL WIRING FOR 9• COPIES OF THE TRUCKING MANIFESTOES SHALL BE PROVIDED TO THE ENGINEER WHEN PETROLEUM PRODUCTS ARE BEING x i I l ) EXISTING THE RWIRES ARE TOM PANEL & UBE REMOVED.EL ENT SYSTEM. TRANSPORTED FOR DISPOSAL. 10. ABOVE GROUND TANKS SHALL BE NO CLOSER THAN 5' FROM ANY PROPERTY LINE OR COMBUSTIBLE STORAGE. DIESEL \' �S\ TANKS SHALL BE NO CLOSER THAN 10 FROM ANY BUILDING OR COMBUSTIBLE STORAGE. �G J � \ 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE OWNER WITH AN UNINTERRUPTED SUPPLY OF THEIR FUEL DURING ALL PHASES OF CONSTRUCTION. THIS MAY BE ACCOMPLISHED BY PROVIDING TEMPORARY TANKS OR SCHEDULING THE INSTALLATION OF PROPOSED TANKS PRIOR TO REMOVING EXISTING TANKS. � � 1 X � � j� / •t3` '� \ - 12. ALL CONCRETE TO BE AIR-ENTRAINED, 4,000 PSI, 28 DAYS. COVER WITH CURING MEMBRANE 7 DAY MIN., 5 - 8% AIR ASPHAL T PAVEMENT \ ' CONTENT. n E Xf O \ \ X 13. EACH TANK EXCAVATION TO BE BACK FILLED TO GRADE W/ CLEAN GRANULAR SOIL FROM ON-SITE IN 6" COMPACTED LIFTS C' kNC,i THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PROTECT PROP "1 ERTY AND PERSONS WORKING IN OR NEAR ANY ` r ° PROPANE EXCAVATION. THE PRECAUTIONS SHOULD INCLUDE, BUT ARE NOT. LIMITED TO 1-STY, "TANK © G ` y , I C) 1 WD. 1 1. LOCATION AND PROTECTION OF ALL UTILITIES NEAR THE EXCAVATION PRIOR TO EXCAVATION. Q © © a �� I/ e FR. X 2. MEANS OF SECURING OR SHORING THE EXCAVATION WALLS. © © 3 I Q \ '___ 3. MEANS OF EXPOSING PERSONS TO HAZARDOUS FUMES FROM THE EXCAVATION. G 4. PROTECTION OF PERSONS FROM HAZARDS ASSOCIATED W O Z E WITH WATER ACCUMULATION IN THE EXCAVATION. M \� \ CL7NCRETE 6UR 5. BARRICADES AND/OR FENCING TO PREVENT UNAUTHORIZED VEHICLE OR PEDESTRIAN TRAFFIC. TO BE INSTALLED MIN. B 3'-0" FROM ALL OPEN EXCAVATIONS 6 C�/AINL INK \ / n -FENCE ®RIM=15.42 a 6. INSPECTION OF EXCAVATION AND SURROUNDING AREAS AT LEAST DAILY. I \ 1 MA pCK AY , 7. COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS INCLUDING PART 1926, SUBPART P. NANCE B HW \ ARN ' 8. CONTRACTOR SHALL PROTECT ALL ADJACENT EXISTING ELEMENTS TO REMAIN iDURING DEMOLITION AND Z \ \ PANEL c Ec, ` CONSTRUCTION. CONC. \ , ` 9. PROPERTY SLOPE SIDES OF EXCAVATION OR PROVIDE SHORING, SHEETING AND BRACING TO PREVENT CAVING, EROSION OR GULLYING OF SIDES OF EXCAVATION. x n / �+ \ \ \ 18.5- -18.0, - 8.5_ -'18.0` - - I 10. ALL SHORING TO BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN NEW YORK STATE, HIRED AND PAID !� � FOR BY ETHE CONTRACTOR I -•--._. X T- x x �` { ATE D l l - -17.0- 8 x `� • / I 0\ �- CONCRETE PAVEMENTS � � Z y W-BEAM OUTDEBATE \ 2 \ \ ; --16.5 fill/ LEGEND Q, ly -" 15 5 ASPHAL T PAVEMENT fi 5 1 2 o o ,16 i� -16• \ \ wx CONCRETE PAVEMENT REMOVAL X155 `i- \ � �/ \ \ \ \ ©EL - \ + _ T T 7 EXISTING TANK TO BE REMOVED r----- T T T T � ��>' + + + + + f' r.. ... , ::.: o GAS > T ------- �X / + + + + + .7.7.::i ( :: `:: 1� ' PROPANE .:.% .... --- _ i17.0 \ /��/�j + + + + + GAS OJ i TANK �ROIPANE t: :::::::::: :a TER / x x + + + + + t : : _�__ ++++++,+,+,+++++ EXISTING BUILDING TO BE REMOVED 6' CHAINLINK FENCE x 6 + + + + t: .... METER C o GA TE I 1 �� I + + + + + 1 x, I 4 ° l \�� 4 ASPHALT AREA OF EXCAVATION & GRADING o �rl 6`S, ) f WD, FR, PAVEMENT o , O � - - - - FULL DEPTH SAWCUT ti R T/GRA VEIL p,� BARN a I 3 r-16.5- j -18.5- - EXISTING CONTOUR b� O n \16.0 /� \1 O" b EXISTING � � \ GRADE \ l� .� � �,E� x x x D o DARK BROWN LOAM / / RPI �- BROWN SILT / 4.0' BROWN SILTY SAND Sc / I Q�PANE X PANEL o DIR T1/GRA VEL I I I BROWN FINE TO MEDIUM SAND ( Lo DATE BY DESCRIPTION APPROV. BY REVISIONS ° 9.0 01J SED/PUMP ? TOWN OF SOUTHOLD - HIGHWAY DEPT. PALE BROWN FINE TO COARSE SAND I HOUS� a SOUTHOLD, SUFFOLK COUNTY, NEW YORK n - 15.1' c �' ° WATER IN PALE BROWN FINE SOUTHOLD FUEL DISPENSING FACILITY 9 TO COARSE SAND ) \ E 23.0' / UEM DEMOLITIONS & REMOVALS PLAN / TEST HOLE 5_ X �'� (NOT TO SCALE) DEM 0 L I T I 0 � 8c REM 0 V_A LS PLAN 15 _ �B�S �m L. K. McLEAN ASSOCIATES, P.C. o o so' so' ' RIM=�1✓- ` X16 - S T�h J m t f cotomm x� oras 47 UM COMM 0, e�ooMVM �r YORK 11719 a ------'�- -T - -_- �" Designed W. M F scale: AS NOTED DRAWING `- � _ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES O�Essto� Drnwn sy: MF �: APRIL 2014 Q j MAIN ROAD (SR, 2.5) Approved By: R G D M No.: 13108.000 I GENERAL i 1. ALL WORK TO BE IN STRICT COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL CODES AS WELL AS IN STRICT COMPLIANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS. -STY, pL© 2. ALL EQUIPMENT WHEN APPLICABLE IS TO BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES, INC. FOR THE MAIVT /V HIGyWA y INTENDED PURPOSE. _ ENANCE BAF'iV 3. ALL MATERIALS SHALL MEET OR EXCEED MANUFACTURERS WRITTEN SPECIFICATIONS. FAD 17 p 4. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK, SUPPORT AND RELOCATE IF NECESSARY ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED PIPING, CONDUIT, "' \ i9,5___ -- ... i /JFf'1rCE WIRING, CABLES AND APPURTENANCES AT NO COST TO THE UTILITIES, OWNERS, AUTHORITIES OR ENGINEERS. x — -- 5. THESE DRAWINGS DO NOT INDICATE ALL OF THE EXISTING EQUIPMENT, DEVICES, WIRING, STRUCTURES, PIPING, ETC. 2O EITHER EXPOSED OR CONCEALED. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL OBTAIN AND/OR � VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THE AFFECT THE WORK. \ -•ter '•�,_ .�"-- .`� � ,� m .� �/ -- -_ fi 6. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS SYSTEMS AND THE APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT / DEVISES / ITEMS. in -y I 19 �' �` \ 18 = 7. ALL EQUIPMENT SHALL BE INSTALLED / PIPED / WIRED IN STRICT COMPLIANCE WITH THE REQUIREMENTS AND I `>>0 \ �t RECOMMENDATIONS •OF THE EQUIPMENT MANUFACTURER. CONCRETE PAVEMENT 12 8, NO SMOKING / STOP ENGINE SIGN TO BE POSTED IN ALL DISPENSING AREAS. 9. TANK FILLS TO BE COLOR CODED USING THE AMERICAN PETROLEUM INSTITUTES SYSTEM OF IDENTIFICATION AS `� 1 5 1 \ 2 5 �; IMPLEMENTED BY LOCAL CODE. in --16.5-- \ 3 I 10. INSTALLER SHALL FURNISH WRITTEN APPROVAL OF COMPLETED INSTALLATION FROM ALL GOVERNING AGENCIES. y 1 16 � 7 13 3 ka `�.�... 'I W,�,v 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND UTILITIES / PIPING, _76 J. - -�- ETC THAT EFFECT THE WORK. W W •0 C� • , I 12. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR SUFFOLK COUNTY DEPT. OF HEALTH APPROVAL. THE DESIGN • �.`.,,�,. `, �. '¢a .� -. :° `.'.� �' ENGINEER HAS NOT BEEN RETAINED TO PROVIDE ANY FURTHER DETAIL THAN IS REQUIRED BY THE COUNTY OR SECURE e e•. ANY OTHER PERMITS WHICH MAY BE REQUIRED PRIOR TO THE COMMENCEMENT OF WORK. E 14 ; c,Eo GAS 13. THE DESIGN ENGINEER HAS NOT BEEN RETAINED TO PROVIDE A SHORING DESIGN. THE CONTRACTOR SHALL BE -w-� '•• • ' •• '" :Io 16'5 GAS i �EE RESPONSIBLE FOR PROVIDING A SUITABLY DESIGNED SHORING SYSTEM TO PREVENT CAVE INS WHERE APPLICABLE. ,. .. 1 5 e •-•d.,;, :I ( METER 4 X X e' ep : AT � e °. 3.2' ,- \ 4 MAX. 6 3 TANK NOTES: 7-.0?' - _ D 16.5 rrn` \ 1. INSTALLER IS TO FIELD PRESSURE TEST TANK AS PER THE MANUFACTURERS WRITTEN SPECIFICATIONS PRIOR, rn �s° 1 ASPHAL T DURING AND AFTER INSTALLATION. e- ' S 16 l HIGHWAY 1-1/2 STY, PAVEMENT q I , 2 .— S� \ DIRT/GRAVEL l � � WD. FR. MAINTENANCE 2. ALL UNUSED TAPPING ARE TO BE PLUGGED. 65.1 ' _ BARN 3. INSTALLER TO PROVIDE CERTIFICATIONS FROM THE TANK MANUFACTURER AND PIPING MANUFACTURER THAT ALL WORKERS HAVE SUCCESSFULLY COMPLETED REQUIRED TRAINING FOR ALL PRODUCTS SPECIFIED. 10 c� 4. ABOVEGROUND TANKS TO MEET THE DESIGN MANUFACTURING STANDARDS OF U.L. 142 AND BEAR LABEL INDICATING 52.8 r I © THEY MEET THIS STANDARD. ( n i x 9P7 l 5. ABOVEGROUND TANKS TO MEET THE DESIGN STANDARDS OF NFPA30. lb— \ 6. MEASUREMENTS FOR TANK LOCATIONS ARE TO THE SIDE OF TANK. qi— LEGEND .00 ~ / PROPOSED CONCRETE WORK PANEL `.'.".'.` '.'.`.' PROPOSED TOPSOIL & SEED 41 PROPOSED CONCRETE CURB PROPOSED SITE PLAN- E PROPOSED ELECTRIC - 0 20' 40' 0- off PROPOSED OVERHEAD ELECTRIC 0 I L — — — — — PROPOSED SAWCUT KEYED NOTES: f - — --18.5^ — - EXISTING CONTOUR CONTRACTOR SHALL SAWCUT CONCRETE (418 LF) FULL DEPTH AS DETAILED 14 CONTRACTOR SHALL INSTALL NOV SYSTEMS RED THREAD IIA BELOW GRADE DOUBLE WALL SUPPLY PIPING AS DETAILED '& AS PER SCDHS STANDARDS. 16.5 PROPOSED CONTOUR / CONTRACTOR SHALL INSTALL CONCRETE PAVEMENT (2,600 SF) AS DETAILED. [15] CONTRACTOR SHALL,'INSTALL EMERGENCY SHUT OFF SWITCH, REMOTE MECHANICAL PULL a CONTRACTOR SHALL INSTALL TOPSOIL & SEED (860 SF) AS DETAILED. STATION, CONTROL HEAD, PNEUMATIC ACTUATING CYLINDER, REMOTE ANNUNCIATOR & SIGN AS DETAILED AND AS PER SCDHS REQUIREMENTS. R4 CONTRACTOR SHALL INSTALL THERMOPLASTIC, PAVEMENT MARKINGS (260 SU) AS DETAILED. � � 16 CONTRACTOR SHALL INSTALL ALL CONDUIT, CABLES, CONTROL WIRING & PULL BOXES u REQUIRED FOR THE COMPLETE INSTALLATION OF THE TANK ALARM, CANOPY LIGHTS, FIRE n5 CONTRACTOR SHALL INSTALL CONCRETE CURB (165 LF) AS DETAILED. SUPPRESSION SYSTEM & TANK MONITORING SYSTEM AS PER THE NEC. o R CONTRACTOR SHALL INSTALL CONCRETE RETAINING WALL 23 LF AS DETAILED. ( ) 17 CONTRACTOR SHALL INSTALL OVERHEAD CONDUIT, CONTROL WIRING, TELEPHONE AND POWER [7] CONTRACTOR SHALL INSTALL 250KW NATURAL GAS GENERATOR AS DETAILED. TO THE OMNTEC ALARM PANEL AND .FUELMASTER PRO FUEL MANAGEMENT FROM THE TANKS. [18] CONTRACTOR SHALL INSTALL OMNTEC MODEL# OEL800011 ALARM PANEL W/ OMNTEC DATE BY DESCRIPTION APPROV. 61( ❑8 CONTRACTOR SHALL INSTALL 10'X12' PRECAST BLDG. W/ MAST & NEW ELECTRIC PANEL AS AUTODIALER MODEL #AD-8-1 ON THE WALL INSIDE THE EXISTING OFFICE. REVISIONS DETAILED. P CONTRACTOR SHALL INSTALL NEW OVERHEAD 3b ELECTRIC SERVICE AS PER DETAILED & AS F191 CONTRACTOR SHALL REUSE UNDERGROUND CONDUIT TO RUN CONTROL WIRING AND POWER TO TOWN OF SOUTHOLD - HIGHWAY DEPT. 79 PER NEC. THE PROPOSED QMNTEC ALARM PANEL & EXISTING FUELMASTER PRO TANK MANAGEMENT SYSTEM. SOUTHOLD, SUFFOLK COUNTY, NEW YORK R10 CONTRACTOR SHALL INSTALL TWO 8,000 GALLON HOOVER VAULT TANKS (1 GAS & 1 DIESEL), 20 CONTRACTOR SHALL CONNECT RELOCATED FUELMASTER PRO 35100 TANK MANAGEMENT SYSTEM SOUTHOLD FUEL DISPENSING FACILITY .� SPILL BOXES (2), MONITORING SYSTEM/ALARM, CONCRETE SLAB (567 SF}, CONCRETE FILLED TO THE EXISTING CONTROL PANEL LOCATED IN THE BASEMENT SOF THE HIGHWAY OFFICE. BOLLARDS (28) AS DETAILED AND A5 PER SCDHS REQUIREMENTS. E ° 0 11 CONTRACTOR SHALL INSTALL 24'X36' FUEL CANOPY, "THE ATTENDANT 11" FIRE SUPPRESSION PROPOSED SITE PLAN o SYSTEM & LIGHTS AS DETAILED AND AS PER NFPA 30 REQUIREMENTS. ®. cn0 12 CONTRACTOR SHALL INSTALL 6" THICK CONCRETE DISPENSER ISLAND (175 SF), TWO DRESSER `� \ L. K. MCLEAN ASSOCIATES, P.C. WAYNE DISPENSERS MODEL# 3/G7203D/28GHJ/JS3 W/ HOSE MAST, CONCRETE FILLED cr coN unw mommi;s 4V MM cOWW 0, rirtaoMM, NEW YM 11719 00 BOLLARDS (4) & RELOCATED FUELMASTER PRO FUEL MANAGEMENT UNIT AS DETAILED AND AS DRAWING ! N O PER SCDHS REQUIREMENTS. cP y Designed By: MF scale: AS NOTED _ o• 5gy� `) p9oFESS10�� Drawn By: MF Date: APRIL 2014 L 13 CONTRACTOR SHALL INSTALL RELOCATED STOP SIGN (1) AS DETAILED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES q- Q/. Approved By: RGD File No.: 13108.000 a. 26' 24.78' TANK EQUIPMENT LIST 24' NUMBER SIZE FUNCTION MANUFACTURER/MODEL NUMBER 10.8' 3.0' 1 4" NPT PHASE I VAPOR RECOVERY 2 2" NPT MECHANICAL GUAGE OPW / MODEL# 20OTG-ENG 15 1��. . 4 v ° : 4. 3 6" NPT FILL v d d 4 a a ° d ° 0.5' 4 4" NPT LEVEL GUAGE OMNTEC / MODEL# MTG-6 d = - 5 3" NPT LEVEL'TRANSMITTER SIMPLEX — — -_ — 6 8" NPT PRIMARY TANK EMERGENCY VENT OPW / MODEL #201-8080 7 7 2" NPT PRIMARY WORKING VENT 2" SCH. 40 VENT PIPE W/ OPW ATMOSPHERIC VENT MODEL#23-0033 16 ° 13 8 4" NPT SUBMERSIBLE PUMP FFEP PETRO MM DEL SSTP0150VVL2115 DGASL 10 9 2" NPT SPARE 11 6 12 or 10 18" NPT ABOVE LIQUID MANHOLE CONTAINMENT SOLUTIONS / HOOVER VAULT 4 3 11 2" NPT SECONDARY WORKING VENT 2" SCH. 40 VENT PIPE W/ OPW ATMOSPHERIC VENT MODEL#23-0033 7.92' 7.25' — — — a -- - - - -- a 12 $" NPT SECONDARY CONTAINMENT EMERGENCY VENT OPW / MODEL #201-8080 8 13 2" NPT SECONDARY MONITORING PIPE 14 4" NPT FIRE RATED MATERIAL FILL CONTAINMENT SOLUTIONS / HOOVER VAULT 4 0.5 . 15 2"x2" GROUND CLIP CONTAINMENT SOLUTIONS / HOOVER VAULT ' 4 15 16 N/A SPILL BOX SIMPLEX / FUELPORT 5 7 2 4 9 17 2"/3" BELOW GRADE FRP PIPING NOV FIBERGLASS SYSTEMS RED THREAD IIA 2 PRIMARY, 3 SECONDARY) _ 18 2"/3" ABOVE GRADE PIPING DOUBLE WALL DUCTILE IRON (2" PRIMARY, 3" SECONDARY) 19 2" BALL VALVE OPW / MODEL #21 BV-0200 a a 4 + da . ° a ° a , 20 N/A TRANSITION SUMP AST / MODEL #2922 5 ° 4 0.5 21 N/A FLEXIBLE ENTRY BOOT OPW / MODEL #DEB-0300 14 1 .5' PROPOSED 10" THICK REINFORCED 22 2" TEST BOOT OPW / MODEL #TBA-3020 10.5' 1 .5' CONCRETE SLAB AS DETAILED. 23 N/A SUMP SENSOR OMNTEC / MODEL # BX-PDS PLAN VIEW 24 N/A INTERSTITIAL SENSOR OMNTEC / MODEL # BX-PDS N.T.S. 7 s 2" STD. PIPE FOR 11 6 1 MONITOR ACCESS 19 1$ 4" SPACE BETWEEN da ..a ea e n < e• e. •e• d .. a < Aq. •e.•• 4eo a - a• d e .a.. .. - e. a .�•. INNER AND OUTER TANKS FILLED W/ LIGHT WEIGHT 2 HR. FIRE—RATED MATERIAL 11 II II I II PRODUCT d ik II II II FLOAT II 12 ABOVE GRADE 5 HOOVER VAULT TANK II II UL 142 LISTED 4 l 6.25' 6.92 I I I I I 8,000 GALLONS 0 0 If oo a { : I" PROPOSED 10" THICK 2 I II I REINFORCED CONCRETE I I FLOAT SLAB AS DETAILED. U V 4$9-619 i � e A e -D •d' � � ea a b.. d a < e d •. t - da e.. •4 ai] .e ,e � .ae .d • w ae•e GRADE 21 ° e d a d a a a d a a 0.83' GRADE d d. .83 a Q 8.5' 17 24.78' 26 rn --- - REAR ELEVATION VIEW TO EXPLOSION PROOF PROPOSED 10" THICK 3 DISPENSERS 21 JUNCTION BOX SIDE ELEVATION VIEW REINFORCED CONCRETE N.T.S. 20 2 RMC CONDUIT FOR FOR N.T.S. SLAB AS DETAILED. 2 ELECTRIC. SEE LINE D DIAGRAM. ,1 FRP ADAPTER Q TAN K GROUND CLIP l � 1" CONDUIT SLEVE DATE BY DESCRIPTION APPROV. BY � (TANK) ANCHOR CLIP REBAR #4 BARS ® 12" O.C. CHAIRS EVERY 5/8" x 4 3/4" STAINLESS EACH WAY TOP AND BOTTOM 48" MAX. REVISIONS — STEEL HILTI KWIK BOLT II EPDXY COATED ° GROUND RD CLAMP TOWN OF SOUTHOLD - HIGHWAY DEPT. 3" MIN. ° SOUTHOLD, SUFFOLK COUNTY, NEW YORK d . n d . ° a COV. CONCRETE PAD a a4 t � ° a d a a s d GROUND ROD �, I _ SOUTHOLD FUEL DISPENSING FACILITY - 2" MIN. •d ° COV. rep s 8 000 GALLON DIESEL TANK CONCRETE PAD d COMPACTED SUBGRADE * ® L. K. McLEAN ASSOCIATES, P.C. v d ' ° d ' a ° COMPACTED - _ — * ' PC CONStJ ym ENGINEERS 437 SOUTH COUNTRY RIL, MWOMVM MW YORK 11719 o SUBGRADE cc , 0 0 — ���' 'I'015646h De*ned thy: M F scab: AS NOTED DRAWING 00 ANCHOR CLIP DETAIL TYPICAL CONC. SLAB DETAIL GROUND ROD DETAIL oFE , P` Drawn M F Date: APRIL 2 014 N.T.S. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 6 N.T.S. N.T.S. Q r Approved ar RGD File No.: 13108.000 a. i 26' 24.78' TANK EQUIPMENT LIST 24' NUMBER SIZE FUNCTION MANUFACTURER/MODEL NUMBER _ 1 4" NPT PHASE I VAPOR RECOVERY 10.8' 3.0' 2 2" NPT MECHANICAL GUAGE OPW / MODEL# 20OTG-ENG 3 6" NPT FILL 4 4" NPT LEVEL GUAGE OMNTEC / MODEL# MTG-6 '' - d a a � 4 � • - . . •. a � ' • o � a 0.5' S 3" NP LEVE ' d T L TRANSMITTER SIMPLEX I 6 ! 8" NPT PRIMARY TANK EMERGENCY VENT OPW / MODEL #201-8080 a II — 7 7 2" NPT PRIMARY WORKING VENT 2" SCH. 40 VENT PIPE W/ OPW ATMOSPHERIC VENT MODEL#23-0033 8 4" NPT SUBMERSIBLE PUMP FE PETRO 7 MODEL STP200-VL2-15 DIESEL R 16 " 1 13 _ FE PETRO / MODEL# STP150-VL2-15 (GAS) 10 9 2" NPT SPARE - _ 1 6 10 18" NPT ABOVE LIQUID MANHOLE CONTAINMENT SOLUTIONS / HOOVER VAULT 1 1 -- 4 VD12 11 2" NPT SECONDARY WORKING VENT 2" SCH. 40 VENT PIPE W/ OPW ATMOSPHERIC VENT MODEL#23-0033 SECONDARY CONTAINMENT a 8" NPT OPW / MODEL #201--8080 7,92 7,25 — - — — — EMERGENCY VENT 13 2" NPT SECONDARY MONITORING PIPE 8 14 4" NPT FIRE RATED MATERIAL FILL CONTAINMENT SOLUTIONS / HOOVER VAULT 4 15 2"x2" GROUND CLIP CONTAINMENT SOLUTIONS / HOOVER VAULT 16 N/A SPILL BOX SIMPLEX / FUELPORT 4 5 7 15 „ " - NOV FIBERGLASS SYSTEMS RED THREAD IIA 2 PRIMARY, 3 2 4 9 17 2 /3 BELOW GRADE FRP PIPING SECONDARY) _-- ___- _- 18 2"/3" ABOVE GRADE PIPING DOUBLE WALL DUCTILE IRON (2" PRIMARY, 3" SECONDARY) 19 2" BALL VALVE OPW / MODEL #21 BV-0200 a Q. a 4 a 4 as a , a d a 20 N/A TRANSITION SUMP AST / MODEL #2922 5 a a 0.5 21 N/A FLEXIBLE ENTRY BOOT OPW / MODEL #DEB-0300 14 22 2" TEST BOOT OPW / IMODEL #TBA-3020 PROPOSED 10" THICK REINFORCED 23 N/A SUMP SENSOR OMNTEC MODEL # BX-PDS 10.5' 1.5' - CONCRETE SLAB AS DETAILED. 24 N/A INTERSTITIAL SENSOR OMNTEC MODEL # BX-PDS PLAN VIEW N.T.S. 7 8 2" STD. PIPE FOR l 19 11 6 1 MONITOR ACCESS ' \41 IL 4" SPACE BETWEEN d° .•O . °• ° -:O e, •e. •e' :° - I e .e': 4'e°. .°. •° a• 4 t ` .. .N 7777 e INNER AND OUTER i II II TANKS FILLED W/ II I� LIGHT WEIGHT 2 HR. 11 I FIRE—RATED MATERIAL I II PRODUCT II FLOAT .A 12ABOVE GRADE II II 5 HOOVER VAULT TANK 4 I e II UL 142 LISTED - l 6.25' 6.92 'e II II i 8,000 GALLONS C II II d i 2 I II PROPOSED 10" THICK I REINFORCED CONCRETE FLOAT SLAB AS DETAILED. a (A 'd. ° < ', e- ° e 2 °d'. ° ° e e. .• •e ° d ° - .< p ° .a: '.w °�. - .q - °' °e 41 o GRADE 21 ° a a 4 a ° .83' .83' 4 � a a a a GRADE a. I 1 24.78 8.5' - - 26' i 3 TO EXPLOSION PROOF PROPOSED 10" THICK REAR ELEVATION VIEW DISPENSERS 21 20 2 JUNCTION BOX SIDE ELEVATION -VIEW REINFORCED CONCRETE N.T.S. RMC CONDUIT FOR FOR N.T.S. SLAB AS DETAILED. 2 ELECTRIC. SEE LINE FRP ADAPTER DIAGRAM. a� 0- TANK 75 - GROUND CLIP U- (TANK) ANCHOR CLIP REBAR 1" CONDUIT SLEVE DATE -BY DESCRIPTION APPROV. BY 5/8" x 4 3/4" STAINLESS EACHARS WAY0TOP A DCBOTTOM /7" CHAIRS EVERY REVISIONS o — — STEEL HILTI KWIK BOLT II EPDXY COATED 48 MAX. a GROUND ROD CLAMP TOWN OF SOUTHOLD — HIGHWAY DEPT. : a SOUTHOLD, SUFFOLK COUNTY, NEW YORK CONCRETE PAD MIN. a 4 a• a n a a COV. a. GROUND ROD SOUTHOLD FUEL DISPENSING FACILITY 4 a n o v - �i � - 4 2" MIN. na g COV. q- -a 4 ° • a i%iiiiiii%i`%i%i`%i` 8 , 000 GALLON GAS TANK o ° 4 ° a 10 \�� � � � � � � �\�� �i\�i CONCRETE PAD �- a MM 1 L K McLEAN ASSOCIATES P.C. 0 � � ° a.' a a • '. Q• - COMPACTED SUBGRADE COMPACTED � � CONSULrw ENGINEERS 37 OOUlfiR1f R .. MMMVM NLV YORK 11719 00 0SUBGRADE — W N o 2 Des;grm B" MF smle: AS NOTED DRAWING ANCHOR CLIP DETAIL TYPICAL CONC. SLAB DETAIL pNo. S�b� Q N.T.S. N.T.S. GROUND ROD DETAIL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES '� o Br. MF �: APRIL 2014 7 aa/.. NI.T.S. Approved By: R G D File No.: 13108.000 - -- ------ - { I - i NOTE: FUEL DISPENSER MODEL 2HP SUBMERSIBLE PUMP TO BE MODEL# STPM200 AS #3/G7233D/GJK AS MANUFACTURED MANUFACTURED BY FE PETRO OPW # 6OVSP-1001 VAPOR BY DRESSER WAYNE OR APPROVED _ CONCRETE CROWNED TO SHED WATER SIPHON PORT REMOTE ANNUNCIATOR 1-1/2" PVC CONDUIT SHEAR VALVE TO BE EQUAL (SEE DETAIL ON THIS SHEET) C° 2" ORANGE REFLECTIVE TAPE BAND 1/4" NPT LEAK DETECTOR FOR ELECTRIC TO FIRE INSTALLED WITH SHEAR GROOVE FLUSH TO 3/4" PART OF DISPENSER INLET PIPE 6" DIAMETER STEEL PIPE TANK PORT PORT - 2" NPT DEVICES BELOW TOP OF FLOOR DISPENSER I FILLED WITH CONCRETE 1/4" NPT 10.65" 12.50" OPW EMERGENCY SHEAR VALVE PAINTED 2 COATS REFLECTIVE WHITE EMERGENCY SHUT— SEAL SPACE BETWEEN DISPENSER AND 10B M - 830 _ __F DISCHARGE OUTLET CONTROL HEAD ECH OFF SWITCH DISPENSER PAD WITH SILICON OR GROUT � FINISHED GRADE " —SERIES AS o t 2 NPT MANUFACTURED BY �„ TOP OF'CONC. RISER PIPE LL STABILIZER KIT MODEL# `D 4" NPT PYRO-CHEM OR SBK-25 AS MANUFACTURED • ' . 6" MIN. D APPROVED EQUAL DISPENSER ISLAND REMOTE MECHANICAL BY APT PULL STATION MODEL A V E L MANUFACTURED BY `D ° ELECTRIC TO BE CONNECTED DISCHARGE/LEAK PNEUMATIC ACTUATING RPS—M AS TO CONTROLLER MOUNTED DETECTOR CYLINDER MODEL MANUFACTURED BY 1"PVC CONDUIT TO DISPENSER ISLAND p IN THE HIGWAY OFFICE CENTERLINE PAC-10/200 AS PYRO-CHEM DISPENSER AC JUNCTON BOX MODEL# STP-SCI AS PYRHOSEMASTER FIRE-SHIELD FLEX �. ° MANUFACTURED BY FE RISER/COLUMN APPROVED EQUAL 1" PVC CONDUIT TO ALARM CONNECTOR PETRO. INSTALL AS PER PANEL INSIDE BUILDING MANUFACTURES PIPE CENTERLINE �� 2"SPECIFICATIONS. RMC CONDUIT 5.80 . 40 SUPPORPOR SCH40 STS EXPLOSION-PROOF JUNCTION BOX ALL SUMP PENETRATIONS TO HAVE 2'-0" DIA. MIN. SEE LINE & UNISTRUT BULKHEAD FITTINGS CONCRETE ENCASEMENT DIAGRAM LIQUID-TIGHT I MANUFACTURED DISPENSER BY APT MP LM SERIES PROPOSED A.O. SMITH 2" FRP TYP. 2HP FE PETRO SUBMERSIBLE PUMP DETAIL SIGN AS DETAILED FIRE PRIMARY PIPING BOLLARD DETAILS NOT TO SCALE NOT TO SCALE ' SUPPRESSION MANUAL RELEASE DISPENSER LIQUID SUMP SENSOR LOCATED PROPOSED A.O. SMITH 3" FRP PNEUMATIC ACTUATION AT THE LOWEST POINT OF SUMP BY VEEDER SECONDARY CONTAINMENT PIPING LINE AS MANUFACTURED ROOT, MODEL 794380-208 FUEL DISPENSER MODEL# BY PYRO-CHEM OR TEST BOOT W/ TEST VALVE. PULL 3/G7203D/28GHIJ/JS3 (TWO PRODUCT, REDUCER W/ AIR STEM APPROVED EQUAL GALVANIZED STEEL PIPE FITTINGS, TYP. BACK AFTER TEST TWO HOSE HOSE' DISPENSER) W/ HOSE (DETACH FROM SECONDARY MAST AS MANUFACTURED BY DRESSER PIPE WHEN NOT TESTING) 2" FRP ADAPTER WAYNE i COMPRESSION RING 12"0 X 3'-0" RUBBER BOOT CONCRETE BASE TYPICAL D I S P E Nt S E R SUMP EQUIPMENT SECTION 15' FUEL-FLO SOFTWAH 4 BAND CLAMP NOT TO SCALE SPIRAL MODEL# 109201(GAS) PROPOSED A.O. SMITH --- & 110201) DIESEL AS 2" FRP PRIMARY NOTE: MANUFACTURED BY IRPCO PIPING. EQUIPMENT AND METAL GASOLINE DIESEL STRUTS SHALL BE MOUNTED SECURELY TO THE PROPOSED UTILITY RED LETTERS ON AUTOMATIC NOZZLE MODEL# BUILDING. -" " WHITE BACKGROUND 11A (GAS) & 7H (DIESEL) -------------- FIRE AS MANUFACTURED BY OPW PROPOSED A.O. SMITH 3" FRP F I RE ALARM M O U N TI N G DETAIL SUPPRESSION MIN. 2" HIGH SECONDARY CONTAINMENT 'PIPING NOTTO SCALE . MANUAL RELEASE I ETTERS (TYP•) SWIVEL BREAKAWAY MODEL# TYP• _ 66SB-7575 (GAS) & 0 _ 66SB-1010 (DIESEL) AS �. MANUFACTURED BY OPW INSIDE TURBINE ENCLOSURE / SUMP OUTSIDE TURBINE ENCLOSURE / SUMP 12" x 24" ALUMINUM SIGN SIGN NOTE " " ol SIGN MUST BE LOCATED IN CLEAR VIEW OF ' GASOLINE FUEL DISPENSER. • I TYPICAL "APT" TRANSITION FIRE SUPPRESSION MANUAL NOTES: FLEXIBLE ENTRY BOOT . ALL EXTERIOR PANELS OF DISPENSER SHALL BE FOR FIBERGLASS PIPING STAINI ESS STEEL NOT TO SCALE SUMP DETAIL RELEASE SIGN ' 2. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. NOT TO SCALE NOT TO SCALE 3. OWNER TO CHOOSE COLOR. EXISTING NEW SURFACE TO MATCH SURFACE EXISTING CONDITIONS TYPICAL DISPENSER 8c ACCESSORY DETAIL YELLOW LETTERS WITH NOT TO SCALE 4" MIN. ��. ;�::..:•.r: BLACK BACKGROUND ��... .; CAUTION ; „ w p p MIN. 2” HIGH RED LETTERS ON WHITE BACKGROUND Z 3r7 WHEN ALARM BELL SOUNDS TANK------- LETTERS (TYP•) CLu uj FILLED TO CAPACITY ATTENTION FILL -OPERATOR WARNING �3- PRODUC np^ \/ 'aBLACK LETTERS NTH DO NOT OVER FILLI I p p a i YELLOW BACKGROUND IT IS UNLAWFUL AND DANGEROUS TO DISPENSE A TIGHT FILL CONNECTION p ap� ���NATIVE SOIL o FUEL INTO UNAPPROVED CONTAINERS MUST BE USED p� �� MIN. 2" HIGH DEPTH VARIES �p a Y 18" x 26' ALUMINUM SIGN Op ALL EXCAVATED AREAS TO BE N 0 S M 0 K I N G - STOP MOTOR LETTERS (TYP.) USE OF A LOOSE FILL NOZZLE " �p a BACKFILLED WITH PEA GRAVEL ~ SIGN NOTE MAY RESULT IN A p " 3/8" x #4 PEA GRAVEL i SIGN TO BE MOUNTED ON LIGHT POLE ON TANK DURING FUELING OPERATION HAZARDOUS DISCHARGE p �Op�2 3 PRODUCT SIDE of THE ISLAND FROM THE FILL PORT v TYPICAL UNDERGROUND PIPING t° 18" x 26" ALUMINUM SIGN p OVER FILL SIGN BY°`M OF DUARTMOa OF W&TH TRENCH NOTES EXTENT OF 3 NOT TO SCALE SIGN NOTE LETTERS TO BE A MINIMUM 2" HIGH --- EXCAVATION SIGN MUST BE LOCATED IN CLEAR VIEW OF PIPING TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS OR AS SHOWN ON THIS DETAIL GASOLINE FUEL DISPENSER. 18" x 30" ALUMINUM SIGN SAWCUT ASPHALT, INSTALL 1/2" FELT EXPANSION JOINT AND REPAIR SURFACE TO MATCH EXISTING FOR ALL AREAS WHERE NEW PIPING IS TO BE INSTALLED BELOW GRADE. i J SIGN NOTE NO SMOKING — STOP MOTOR SIGN SIGN MOPERAUST BE LOCATED WITHIN TANK N Cl FAR MEW OF FILL MINIMUM BURIAL,-,DEPTH: CONCRETE PAVING: 7"; ASPHALT PAVING: 9"; NO PAVEMENT. 20" NOT TO SCALE CROSSOVER DISTANCE: PROVIDE MINIMUM OF 4" VERTICAL AND HORIZONTAL SEPARATION BETWEEN ALL FRP c 15 0 27°° WARNING SIGN DETAIL PIPING WHILE MAINTAINING MINIMUM SPECIFIED BURIAL DEPTH °� - 4.00LF WHITE LETTERS ON NOT TO SCALE if) 3.00 TYP. RED BACKGROUND EMERGENCY �- 28•00 MAX. MIN. 2" HIGH DATE BY DESCRIPTION APPROV. BY 19.00 MIN. SHUT—OFF 15.50 SWITCH LETTERs (TV.) REVISIONS L a _ TOWN OF SOUTHOLD — HIGHWAY DEPT. Q) 26..00 40.00 j SOUTHOLD, SUFFOLK COUNTY, NEW YORK D 12" x 24" ALUMINUM SIGN END VIEW SIDE VIEWSIGN NOTE SOUTHOLD FUEL DISPENSING FACILITY SIGN MUST BE LOCATED IN CLEAR VIEW OF E c) GASOLINE FUEL DISPENSER. LARGE MOUTH DISPENSER �� TANK DETAILS o EM ERGEN'CY SHUT— OFF SWITCH SIGN SUMP NOT TO SCALE NOT TO SCALE L. K. McLEAN ASSOCIATES, P.C. r i Col1SULTINO DMEERS x.37 SOUTH COIMTW RD.. MOMVEH, HEMI YORK 11715 N S �2No5 �6 a Designed By: MF Scaie: AS NOTED DRAWING . � ,= By: M F Dote: APRIL 2014 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Drown, 8 Q Approved W. R G D File No.: 13108.000 I • PROPOSED CANOPY. SEE SURFACE S CANOPY DETAIL SHEET PYRO--CHEM "THE ATTENDENT II" FIRE SECTION/DESCRIPTION REMARKS SUPPRESSION SYSTEM TO BE I N STALLED IN THE CANOPY. CANOPY SUPPORT. SEE CANOPY —HYDROSEED AS SPECIFIED DETAIL SHEET. GRASSED AREA ALL ' • 4"(MIN.) DEPTH OF TOPSOIL DISTURBED SURFACES CONTRACTOR TO REINSTALL EXISTING •• • NOT OTHERWISE FUELMASTER PRO FUEL MANAGEMENT UNIT AND CONNECT TO THE EXISTING CONTROLLER SUBGRADE PAVED OR PLANTED) IN THE HIGH WAY OFFICE BUILDING. 14.5' PROPOSED DRESSER WAYNE GAS/DIESEL --{ 2.69' --�{ 2.69' DISPENSER MODEL# 3/G7203D/28GHJ/JS3(TYP. —_� I 0 I ISLAND FRAME. OF 2). SEE DETAIL SHEET. PRIME & PAINT YELLOW PROPOSED CONCRETE FILLED BOLLARD (TYP. OF 4). SEE DETAIL SHEET. 0 3.72' 3.72' SIGN TEXT DATA TABLE 3.5' DESCRIPTION TEXT SIZE OF SIGN MUTCD N0. COLOR OF TYPE OF (L X H) BKGRND. LEGEND MOUNTING 0.8' STOP SIGN , ' 30»x30" R1-1 RED WHITE G.M. BITUMINOUS EXPANSION JOINT AT S.P. 4.8' 10.2' _ 10.2' 4.8' PERIMETER OF DISPENSER ISLAND. - 1 .3' 30.0' 1 .3' NOTE: FIRE SUPPRESSION SYSTEM SUPPORT j STRUCTURE AND FEATURES TO BE DESIGNED & INSTALLED BY THE CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR DISPENSER ISLAND E VIEW TO OBTAIN ALL NECESSARY PERMITS FROM - N.T.S. THE FIRE MARSHALL. i 30.0' I -- I DISP. ElFUEL ❑ DISP. 5.0' MGMT. 0 R=2' (TYP.) DISPENSER ISLAND PLAN VIEW TOP OF CURB N.T.S. , 12 10 MIN. le 6" 1 a i rn i 3 FINISHED Y2" RADIUS. i GRADE 6" GRADE LINE BOTTOM OF CURB o #4 BARS ® 12"O.C. CURB TERMINATION D ETA I L cp 6" DOW CORNING 890 EACH WAY TOP & BOTTOM F a SILICONE JOINT N.T.S. j � %"x18" SMOOTH EPDXY SEALANT REBAR CHAIRS EVERY GRADE COATED BARS ® 24" O.C. 48" MAX. TYP. POLYETHYLENE 18" EXPANSION CAP � a DATE BY DESCRIPTION APPROV. BY a a a a a 3" MIN. COV. REVISIONS V.I.F. -EXISAG PR�VOSED. REP CEMEi4T 2mil N. Cov. TOWN OF SOUTHOLD — HIGHWAY DEPT. / / / � / SOUTHOLD. SUFFOLK 000NTYNEW YORK o - g» �� CONCRETE AS SPEC. 4,000 PSI CONC. (TYP.) SOUTHOLD FUEL DISPENSING FACILITY PREMOLDED BOND BREAKER COMPACTED SUBGRADE Ln EXPANSION JOINT 15 MIL VAPOR BARRIER NELol SITE DETAILS � o B G. ` CONCRETE CURB SECTION 1 0 N.T.s• TYPICAL CONCRETE PAVEMENT D ETA I * L. K. McLEAN ASSOCIATES, P.C. r" rANSUL-nm ENMEERS 437 =M COIN IM RD., W OOKMVEK WW YORK 11719 a S i N.T.S. i N o 41 6 DoWgned By: MF scale: AS NOTED ` WING A 0. 56,4a y �? SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 90�ES510�P� Dm ,^ �: MF APRIL 2014 9 Q/a Approved By: RG D m No.: 13108.000 NOTES: 1 CONSTRUCTION 12 GA. H.R.S. � WARNINGED 0 a 2) FINISH: SMART PUMP POWDER COATED WHITE 1. THIS EQUIPMENT IS SUITABLE FOR USE IN CLASS I, 3) DUE TO SYSTEM COMPLEXITY SOME DIVISION 1 GROUP D, HAZARDOUS LOCATIONS COMPONENTS MAY NOT BE VISIBLE IN ALL VIEWS OR NON—HAZARDOUS LOCATIONS ONLY. 2. WARNING — EXPLOSION HAZARD — SUBSTITUTION 4) ALL DIMENSIONS . 125" OF COMPONENTS MAY IMPAIR SUITABILITY FOR CLASS I, DIVISION 1 GROUP D, HAZARDOUS LOCATIONS. 3. WARNING --- EXPLOSION HAZARD — DO NOT SERVICE THIS EQUIPMENT UNLESS POWER HAS BEEN TURNED FLUSHER TUBE CD 2.750 OFF OR THE AREA IS KNOWN TO BE NON—HAZARDOUS. o o 0 4. EXPLOSION PROOF WIRING, CONDUITS, AND VAPOR o o SEALING BARRIERS REQUIRED. INSTALL PER APPLICABLE I o . 5 o o I O O _ — H 000 5. INSTALL IN ACCORDANCE WITH ARTICLE 501 OF THELE ll ___L._ NATIONAL ELECTRIC CODE. 6. MAXIMUM LENGTH OF CABLE TO BE CONNECTED TO THE 17. 374 — — — — — — — 0 I f --► 00 ° INTRINSICALLY SAFE BARRIER SYSTEM IS 38,666 FEET. PUMP 19. u ADDED i o o UN STRUT FOR4MOUNTING FLUSHER TUBE ASSEMBLY -- -- VAPOR RECOVERY DETAIL 1, o00 Ltuoi c:) J eu I • 6. 00 - 76, 00 ALARM HORN VIEWEXPLOSION PROOF TOP I I EXPLOSION PROOF N CONTROLLER ENCLOSURE _ _ OUTPUT 3 . O O" NPT. 1s x1s x6 O o 0 0 0 0 0 CUSTOMER SUPPLIED PIPE N I � O I i I o ev1 — _ _ _ — O o 0 0 0 O I I O �lm 1 I O I I I I I ° QD I -I �. -alff ME477 '.- QUICK DETACHABLE( ( COUPLING PART B I I I 3.00" I I 58. 782 I RB1 I I I BV2 0 0 0 0 0 0 0SCV PURGE IPIPE CLAMPS I VALVE ( TEE1 FOR 4" PIPING I I DP I of DIESEL l 0 44,X000 DUST PLUG 0 0 , 11 I U N 2 3.00 I I� ;_ 10 0 Q T I0 0 0 I 0 TRUCKERS I BF 0° GROUND STUD �I — BV2 U) o I DRAIN IO E BF co BV1 UN I EARTH I '1, I 0 GROUND I C� ' ' 0 O O I� I Id 1NIP1 TEE1 R ( ° ZI O a _ 0) c: 5, 822— EXPLOSION , 822EXPLOSION PROOF Q_ MOTOR 5 H.P. TEFC BEARING FRAME RIGHT - SIDE V PUMP 300 G.P.M. @ 55FT. HD. DATE BY DESCRIPTION APPROV. BY THE INFORMATION HEREON IS THE PROPERTY OF SIMPLEX, INC., FRONT VI E REVISIONS AND/OR ITS SUBSIDIARIES. WITHOUT WRITTEN PERMISSION ANY COPYING, TO OTHERS AND USE EXCEPT THAT FOR TOWN OF SOUTHOLD - HIGHWAY DEPT. � WHICH R IS 'LOANED LOAWED IS PROHIBITED. i ©2013 SIMPLEX, INC. ALL RIGHTS RESERVED SOUTHOLD, SUFFOLK COUNTY, NEW YORK j Q) U SOUTHOLD FUEL DISPENSING FACILITY o � OF;N�t�y DIESEL SPILL BOX o ° � G Od 0, * i', L. K. McLEAN ASSOCIATES, P.C. n p, COIL MIM D MIEERS 437 SOUTH COIM W 0, MMMVM KW YORK 11719 - 0 G CN 0 0 p ��. 568666 Designed 9BY MF scale: AS NOTED DRAWING 000 OFES5t0 r SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Draw" �': MF Date: APRIL 2014 10 Q Approved By: R G D m Ni 13108.000 i NOTES: 1 ) CONSTRUCTION 12 GA. H.R.S. WARNING 0 2) FINISH: SMART PUMP POWDER COATED WHITE 1 . THIS EQUIPMENT IS SUITABLE FOR USE IN CLASS I, 3) DUE TO SYSTEM COMPLEXITY SOME DIVISION 1 GROUP D, HAZARDOUS LOCATIONS COMPONENTS MAY NOT BE VISIBLE IN ALL VIEWS OR NON—HAZARDOUS LOCATIONS ONLY. 2. WARNING — EXPLOSION HAZARD �— SUBSTITUTION 4) . ALL DIMENSIONS . 125" OF COMPONENTS MAY IMPAIR SUITABILITY FOR CLASS I, DIVISION 1 GROUP D, HAZARDOUS LOCATIONS. J 3. WARNING — EXPLOSION HAZARD �- DO NOT SERVICE THIS EQUIPMENT UNLESS POWER HAS BEEN TURNED FLUSHER TUBE CD 2.750 OFF OR THE AREA IS KNOWN TO BE NON—HAZARDOUS. o a o 0 4. EXPLOSION PROOF WIRING, CONDUITS, AND VAPOR 0 5. 1 o — — 0 000 SEALING BARRIERS REQUIRED, INSTALL PER APPLICABLE - 1 o I � � - 5. INSTALL IN ACCORDANCE WITH ARTICLE 501 OF THE NATIONAL ELECTRIC CODE. 6. MAXIMUM LENGTH OF CABLE TO BE CONNECTED TO THE LL-U \374 �" `^ — — — — — 0 ( --� �� 0 INTRINSICALLY SAFE BARRIER SYSTEM IS 38,666 FEET. 19, 395 U. pp PUMP in R k� ADDED o STRUT FOR o UNMOUNTING FLUSHER TUBE ASSEMBLY 0 - - VAPOR RECOVERY DETAIL 1, 000 --- CD a I 6. 00 76 , 00 _-- ---_- �' ALARM HORN TOP VIEW EXPLOSION PROOF I • - , I e I EXPLOSION PROOF I I CONTROLLER ENCLOSURE — OUTPUT 3 .00" N P T. I 0 0 0 0 0 0 0 CUSTOMER SUPPLIED PIPE I or -1 � _ _ - - - - - - - - - - - - - - - - - - - - - - I 0 1 O I O • I Bv1 0 0 0 C. o O I I OI - - - 0 D --I O I I O I I �- t~ H..<,., I VP QUICK COUPLING ART B I I I O O 1 VAPOR RECOVERY 3.00" I I 58 782 - - - - - - - - RB1 I 4.00 CONNECTION I I I 0 0 0 0 0 0 0 BV2 w/ CAP SCV PURGE I I PIPE CLAMPS I VALVE I TEE1 FOR 4 PIPING 01 10 DP I I ww �± /� 1 44. 000 DUST PLUG o' o I U N 2 GA I 3.00 3 Q (o 1 0 x m 1 0 0 0 BF TRUCKERS I i N GROUND STUD I BV2 01 j SUMP 10 j BF DRAIN I `n 1 BV1 I 10.000 UN EARTH r GROUND I r- 1 13.500 o O _ NIP1 TEE1 R131 I �j -- 0 O — — — — — — — — — — — — — — — — — — — — i —25, 82 a EXPLOSION PROOF MOTOR 5 H.P. TEFC BEARING FRAME RIGHT SIDE VIEW a6 PUMP 300 G.P.M. @ 55FT. HD. Z ` VI DATE BY DESCRIPTION APPROV. BY THE INFORMATION HEREON IS THE PROPERTY OF SIMPLEX, INC., FRONT E REVISIONS AND/OR ITS SUBSIDIARIES. WITHOUT WRITTEN PERMISSION ANY aCOPYING, TRANSMIITTAL TO OTHERS AND USE EXCEPT THAT FOR WHICH IT IS LEX,, D INC. ROHIBITED. TOWN OF SOUTHOLD — HIGHWAY DEPT. a ©2013 SIMPLEX,, . ALL RIGHTS RESERVED � . Q) SOUTHOLD, SUFFOLK COUNTY, NEW YORK 0 V C SOUTHOLD FUEL DISPENSING FACILITY Ln � � _N GAS SPILL BOX O 0 c � ►y L. K. McLEAN ASSOCIATES, P.C. �r a COM IXTI o pmts a7 SM 0"M IS, els MAVI , NEW YOK ern• oo n N O o �o• 56�b�' �' ��1ed W. MF scaie: AS NOTED DRAWING r .--- SS�O�p���" . SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �_9oFE Drown By: M F per; APRIL 2014 _-. Q Approved By: RGD File No.: 13108.000 ASPHALT SHINGLE ROOF 1/2" CDX PLYWOOD SEE TYPICAL / _ 2" INSULATION BAFFLES IN EACH CAVITY RIDGE DETAIL - (MAINTAIN 2" AIR SPACE TYPICAL) a 2X6 RAFTERS 0 16" O.C. _ LINE OF ROOF OVERHANG _ _ _ _ _ _ _ 2X6 ROOF RAFTERS — -- — — -- — — ® 16" O.C. ,-- -1-1 SIMPSON STRONG TIE ANGLE " WALL 4 12 12 MODEL #FWANZ INSTALLED 8 ON EACH RAFTER & C.J. -- I 8 . GALV. ANCHOR BOLTS 0 12" O.C. / 2X4 P.T. SILL PLATE 2' 3' 3' 12" �- SEE TYPICAL _ DRIP EDGE 2X6 C.J. 0 16" O.C. - " " SHEET ROCK " " SHEET ROCK I EAVE DETAIL ( 2X6 FASCIA 12 2 RIGID INSULATION I f 1X6 AZEK FASCIA Rim 2" RIGID INSULATION p d I I \ R-' OK 6" CONCRETE WALL SHEET ROCK TRIPLE 2" BEADED, INVISIBLY TYPICAL GFCI I a / VENTED VINYL X4 NAILER 4 3'-34", HARDIE 1 1 - HARDIE PLANK SIDING. SEE DETAIL 3' PLANK SIDING I i 6" CONCRETE WALL i 2X4 P.T. FURRING STRIPS 0 18" O.C. f y GFCI ,I D I 8'-1" 6" CONC. WALL r r r 0 12 TYPICAL EAVE DETAIL SCALE: 1"=V-0" f 3 3068 4' CULTURED STONE ' I i, I • a SURFACE MOUNTED ; INDUSTRIAL FLUORESCENT (2) #4 CONT. T&B (TYP.) a 2' WITH 2-40W LAMPS (TYP I __ H 2) LITHONIA L240120 I #4 0 36"O.C. ASPHALT SHINGLE —x. ° k Ilk _._x =--�x.°.x,>• xr'— ROOF F-63 INSERT TYP, i 12" 5,000 PSI CONC. 39' OWER PANEL J� FOUNDATION WALL �`i�`i�`i�`i�`i�i 6" x 12' x 12' CONC. 1/2" CDX PLYWOOD 6" SLAB ON GRADE W/6"x - $. :a j i' INSTALL UTILITY d 3' MIN (TYP.) 2X8 RIDGE �I SLEEVES IN _ W2.OxW2.0 WWF. SLAB LEVEL CONC. �—' W/IN " IN BOTH DIRECTIONS SIMPSON STRONG TIE 2X4 KEY 12" MODEL #LSU26 INSTALLED WALL 3 12" (3) #5 REBAR, CONT. a COMPACTED SUBGRADE °a ° ON EVERY RAFTER — -' - - - - - - - - - - - - - - - - - - - J UNIT HEATER 2X6 RAFTERS #5 0 12 O.C. 0 16 O.C. 10' �': 24" TYPICAL RIDGE DETAIL 0. ELECTRICAL CONDUITS, AS LEGEND 10, SCALE: 1-1/2"=1'-0" REQUIRED, TO TANKS & TYPICAL SECTION DISPENSER ISLAND SWITCH SCALE: 1/2"=V-0" IN-' qp OUTLET FLOOR PLAN — 1 HOME RUN AND CIRCUIT SCALE: 1/2"=l'-O" r` + ELECTRIC J IL .Q I d I`` k � ' g , w 2X4 TREATED FURRING 6 " (5" EXPOSURE) HARDIE PLANK Q STRIPS 0 18" O.C. SIDING - - I 10D GALV. STEEL 1 1/4" STARTER STRIP NAILS 0 12" O.C. 3'-3 " 0.091" SHANK X 0.221 STAINLESS STEEL � o °- X 1.5" LONG CORROSION RESISTANT MORTAR SCRATCH COAT COR-A-VENT SV-3 (OR NAILS. I APPROVED EQUAL) PLACED i IN BETWEEN FURRING STRIPS J MORTAR SETTING BED AT BOTH TOP & BOTTOM 4" CONC. WALL OF WALL (TYP.) 1 m Q Q 1 o STONE VENEER Qo INTERIOR -, �•.d MORTAR JOINT (WHERE USED) i N o• . TYPICAL WALL ELEVATION i j 2X4 TREAED FURRING STRIPS 018" O.C. CULTURED STONE® CORNER N.T.S. PIECE - ALTERNATE SHORT a j END RETURNS ABOVE AND - - 61" (5" E;POSURE) HARDIE PLANK BELOW AT CORNER SIDING (SHOWN DASHED) F GALVANIZE) 10D NAILS 0 12" O.C. VERTICALLY DOUBLE WRAP WRB AROUND LL-D a CORNER 16" MIN. - BOTH SIDES CONCRETE WALL COR-A-VEIF SV-3 (OR APPROVED EQUAL) n PLACED TIaT IN BETWEEN 2X4 TREATED FURRING SLIPS FOR VENTILATION AT THE BASE OWENS CORNING CULTURED STONE OR APPROVED EQUAL a� Q . AND TOP C THE WALL. i 1 1I STARTER STONE VENEER DETAIL DATE � DESCRIPTION STRI APPROV. BY� .- . N.T.S. - REVISIONS . „ TOWN OF SOUTHOLD — HIGHWAY DEPT. 0 1 SHANK X 0.221 HD D " SOUTHOLD, SUFFOLK COUNTY, NEW YORK Z� a a X 1.5 LONG CORROSION a 9 REISTANT NAILS. SOUTHOLD FUEL DISPENSING FACILITY c E FLMING TO BE APPLIED - ATfHE BOTTOM HARDIE PLANK - �F NE�/ UTILITY BUILDING DETAILS SING OVER CULTURED STONE. G. �� Y I 0 % L. K. McLEAN ASSOCIATES P.C. r Cort MMM mss 4V spurn MMM 0, MMMVM M, NEW Y roc 11719 TYPICAL SIDING DETAIL �� DMWING o SCALE: 12"=I '-O" O tip 56�1�'6 � w. MF. ned scok: AS NOTED P'90FES510�� Drown By: MF Dom: APRIL 2014 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES r12 Q �J Approved %r R G D 171% No.: 13108.000 1 � r 36'-0" CANOPY OUT-OUT I 36'-8" GUTTER OUT-OUT 13!_011 101-011 13!_011 3'-0" ALCM WITH CO LON IFIL PERIMETER 10'-0" 10'-0" TRIM GUTTER 3.0' 36-6 112"TRIM OUT-OUT i t 31'0" CORNER VERTICAL TRIM -24'-6 112"TRIM OUT-OUT -- i ' TYP. ALL (4) COP NIERS - - - - - - - - - - - - 12" TYP. I � 12'-0" ' I '5, 11.5' I 19'-0" 1 1.5' 6. ' i 6'-0" --_ 24-0 , I CROSSBEAM - CANOPY ' � LENGTH � ► _-^ - - - - - - - - - - -- OUT-OUT ! I HSS TUBE I ! COLUMNSt 18.0' 14'-6" ' ! ' CLEARANCE ! i 23'-8" ( ' 1 I HEIGHT ❑ GUTTER OUT-OUT - - - - - - - - - - - I FINISHED GRADE 12'-0" i 34'-9" ► I 6`-0" ' PURLIN ! LENGTH FRONT VIEW SIDE VIEW ! - - - - - - - - - - - - - N.T.S. N.T.S. I I - 3'-0„ PROPOSED FueLED RECESSED TAPERED GUTTER CANOPY LIGHT MODEL # LOCATION TYP (4) P-16 20 GA DECK PAN DRAINAGE SCUPPER FLED—60-7—UNIV—CVQ-5—WH PLACES SMOOTH WHITE TYP. �4� PLACES AS MANUFACTURED BY WHITEWAY OR APPROVED EQUAL. DIMENSIONS SIMILAR ! ON OPPOSITE SIDE PLAN, VIEW _ N.T.S. i - 3611 16-7 7/8„ COLUMN - - A.C.M. HEIGHT 0 a HSS TUBE COLUMNS ° WI INTERNAL DRAINS Q o € � I CLEARANCE i T IFIN9ISHED GRADE _ - SIDE VIEW SECTION cn N.T.S. n 1'-0" BURIAL DEPTH DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD — HIGHWAY DEPT. SOUTHOLD, SUFFOLK COUNTY, NEW YORK FRONT VIEW SECTION SOUTHOLD FUEL DISPENSING FACILITY N.T.S. NOTE: � � NE FUEL CANOPY DETIALS 0 o LIGHTS SHALL BE INSTALLED WITH A `- PHOTOCELL & MOTION SENSOR W/ L K MCLEAN ASSOCIATES, P.C. � 0 AN OVERRIDE OPTION TO ALLOW THE J cc � �� 4V � COMM � �oogava, � YM ����� 0 o LIGHTS TO BE LEFT" ON. X, W N ��s No. 56�ah ,, s Dewgned W. MF scale: AS NOTED DRAWING `- a _ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES '°goFEsD"n By: MF Dote:, APRIL 2014 13 Q Approved By: RG D File No.: 13108.000