Loading...
HomeMy WebLinkAboutB17-0195SHEET INDEX ��YS�OfiZ� SHALL DUELING CA NO 4 FUEL 'YOOSTEM REPLAGEM�1�T 13g0 OL1� A%yo'SHOR H I Cav H ^A*io' ABBREV IATIONS AB. ANCHOR BOLT MEZZ, AC. ASPHALTIC CONCRETE MFD. MANUFACTURED AGM• ALUMINUM COMPOSITE METAL MFR MAN1FAc7URER AGST. ACOUSTIC MH. MANHOLE A.D. AREA DRAIN MIN. MINIMUM ADJ. ADJUSTABLE MIR MIRROR AFC, ABOVE FINISHED GRADE msc. "So. AFF ABOVE FLOOR FINISH MO. MASONRY OPENING AGGR. AGGREGATE MDD. MODULAR ALUM APPROX ALUMINUM APPROXIMATE MR. MTD. MOISTURE RESISTANT MOUNTED ARCH. ARGHIIEGTURAL MT6. MOUNTING ASB. ASBESTOS MTL. METAL ASPH. ASPHALT Mi1L. N1d 1 ION AVG. AVERAGE BITUM. BOARD BITUMINOUS N N I.G. NoFt1T•1 NOT IN CONTRACT BLDG. BUILDING NO. NON. NUMBER NOMINAL 5LK6. BLOCKING N.T.S. NOT TO SCALE BM. BEAM T•. 056. OBSCURE BRR6 BEARIINN6 OOL. ON CENTER BPL BRONZE OD. OUTSIDE DIAMETER BTM. BOTTOM OF. OUTSIDE FACE BT NN. BETNEEN OFF. OFFICE OH. OPPOSITE HAND GAB. CABINET 0176. OPENING C$. CATCH BASIN OPNG. OPENING CEM. CEMENT OP. OPPOSITE CER. CERAMIC OW. ORIENTED STRAND BOARD Cl. CAST IRON OVRFIA OVERT LON C.E. CZWTROL JOINT CL.G. CEILING PAR. PARALLEL CL.K&. CA ILKIN6 PAL%. PA59ENGE2 CILO: PERP. PERPENDICULAR CUR CLEAR PL. PLATE OR PROPERTY LINE G.M.U. CONCRETE MASONRY P. LAM. PLASTIC LAMINATE UNIT PLAS. PLASTER G.O. CASH OPENING PLMB. PLUMBING COI-. COLUMN PL517G. PLASTIC GONG. CONCRETE PLYM. PLYWOOD Cow CONNECTION For, POINT OF CURVE CONST. GONsTRUGTiON PR. PAIR 0ONT. CONTINUOUS PRC5T. PRE -CAST CONTR. CONTRACTOR PROP. PROPERTYCow_ 015NK. GORRIDOR COUNTERSINK PT. PTDF. PRE51,11ZE TREATED PRESURE TREATED 0OUNTER DOUGLA5 FAIR P.TD. PAPER TONEL D15PENISE R DBI . DOUBLE PMPARTITION DEPT, DEPARTMENT M. DETAIL O.T. QUARRY TILE OF. DOU61.A5 FAIR Q,S•R, QUACK SERVE RESTAURANT VIA. DIAMETER R RADIUS OR RISER Dim.. DIMEMION RD. ROOF DRAIN 915P. DLSPENSMR FMrT• RECTAN6LE DN DOWN REED. REDl1GER DO. DOOR O lING REF. REF RENGE OF DR DOOR REFRE6RATOR DWR. DRAWER RF. ROOF V.S. DO"45POUT R65TR REGISTER DWG. DRAN% REINF. REINFORCED OR Er EAST REINFORCING EA. EACH R�51L E RRE51LI IENT E.J. EXPANSION JOINT REV. REV61Od EL. ELEVATION R•1 M6. ROAN HEAD ELEG, ELECTRICAL HOOD 5CREN M. R ROOM E ER. E CL EERY RO. ROUGH OPENING EN6R. E GI O�i11� ENGINEER iR RtEI� REDWOOD ENT. ER ENTRANCERMWD. ELECTRICAL PANEL R"I-• RAIN WATER LEADER Ea EQUAL S. SOUTH EQUIP. EST. 6QllIPMENT ESTIMATE 5C. SCHED SOLID CORE e F E.W.C. ELECTRIC WATER SGHEM. 5CHIEMATTC I JCP. COOLER E>(PANSiON �• SECT. STORM DRAIN SECTION EXT. EX ERJOR 56D SLIDE 6LA55 DOOR SH. SHELF FD. FLOOR DETAIN SHIRR SHONER b FM FOUNDATION 5HT. SHIM �- FE. FIRE exnNWSI SOTS. 5HEATHIN6 t FHC. FIRE HOSE CABINET SIM. SIMILAR FLAT HEAD SCIRM4 S.ND. SANITARY NAPKIN h FHN5• FLAT HEAD WOOD DISPENSER SPA SPADE O, SPAGIN5 FIN. FINISH SPED. SPECIFICATION FIN. RR FINISH FLOOR SPR, SPRINKLER FIX FIXTURE Sa SQUARE FL.6. FLOORIN6 STK STL. STAINLESS STEEL FLR FLOOR STAG. STA66ORM RA5I1 FLASHIN6 STD. STANDARD STL. STEEL F� FACE OF STOR STORAGE % FAT. FACE OF FINISH STRUCT. STRUCTURAL FO. GMU FACE OF CONCRETE 5U5P. SUSPENDED MASONRY UNIT SYM' SYMMETRICAL FO.05B F 058 FO. PLYW. FACE OF PLYWOOD SED. SEE ELECTRICAL DRAWINGS F.0.5. FACE OF 5TUD5 SCD. SEE CIVIL DRANK65 FPRF• FIREPROOF SLID. SEE LAND5CAPIN6 PPAN11N66 FRI, FRAMING 5MD. SEES MECHANICAL DRAWINGS FR.P. FIBERGLASS RE1NF. SPD. SEE PLUMBING DRAWINGS PLASTIC 55D• SEE STRUCTURAL IRAWI1165 F5. FLOOR 51W FT. TEL. TELEPHONE FT6. FOOTING TEMP. TEMPSZED FURRt16 TD, TOP OF ... GA. GAUGE T.O.G. TD.C.C. TOP OF CONCRETE TOP OF CONCRETE CURB 6ALV. 6ALVANIZID T.O.P. TOP OF PAVEMENT CRAB BAR OR PLATE 613d ORAL OR GENERATOR TD.S. TOP OF STEEL OR TOP OF 6D GARBIOE DISPOSAL SHEATHING 6C GENERAL CONTRACTOROr- I TOJN TOP WALL OR 6ARB16E COMPACTOR TRIP. _ 1 61. GALVANIZED IRON TREA BAR �! &L. GLASS 752. TERRAZZO j 6L.GR 6tA56 GRADE 1`46 TONGUE 4 GROOVE GR GRADE INK, THICK 65M GALVANIZED SHEET METAL T.P.D. TOILET PAPER DISPENSt?2 GYP. GYPSUM T.V. TELEVISION GYP. BD. GYPSUM BOARD TYP. TYPICAL fB. H05E BIBB UNF. UWIN15HW HC. HOLLOW CORE OR U,OA UNLE95 OTHI RN15E NOTED HANDICAPS WADER UR. URINAL VENT. VENML.ATE OR VENTI ATTON VE RT. VERTICAL HM. HOLLOW METAL. VEST. V,PL6. VESTIBULE VINYL FLOORING HORIHR. t A VYtGHOW. VINYL WALL GaVERIN6 HT. HE16W W hEST i F. IN. INSIDE FACE INCH WC. NTH WATER CLOSET IN INFORMATIONW.F. PD. WOOD WIDE FLANGE INSUL. SL INT. INtSU ATION INTERIOR WH WATER HEATER INTER INTERMIEPIATE W/O W. NlrHour WATERPROOF JAM A JANITOR RPT. NR15GT. WORK POINT WAIN500T J JOIST WEIGHT JT. KIT. JOINT KITCMa1 W.W.F. WfLOW WIRE FABRIC K.P. KICK PLATE Z ANGLE O AT LAM. LANIINATEZJ CENTERLINE tAV. LAVATORY c CHANNEL IL.F. LONG FEET m 1 PERPENDICULAR 15TH. LENGTH PER LT. LIGHT SQUARE LT. W. LIGHT WEIGHT TINS F� MAT. MATERIAL t) RELOCATED MAX MAAlAUM Mt$ MIAGHINE BOLT Q MC. MEDICINE CABINET MECH. MECHANICAL 14 NED, MEDIUM �. M13�IB. MANlE URLINSAMF., GA cl 010 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATION (GGR) TITLE 24, PART I THROUGH PART 12 A5-1^ELL-AS WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAW5 AND STATUES. NOTHING CONTAINED IN THE DRAWINGS OR SPECIFICATIONS 15 TO BE CONSTRUED AS REQUIRING WORK CONTRARY TO THESE CODES OR REGULATIONS. 2. DO NOT 5GALE DRAWIN675. N.T.5. INDIGATE5 "NOT TO SCALE" AND THE LISTED DIMENSION SHALL GOVERN. 3. ALL DIMENSIONS ARE TO "FACE OF STUD" U.O.N. EXTERIOR WALL DIMENSIONS ARE TO "FACE OF CONCRETE FOUNDATION" OR "CMU" U.O.N. FLOOR SINK DIMENSIONS ARE TO "FACE OF CONCRETE FOUNDATION" U.O.N. ALL MINIMUM, AND CLEAR DIMENSIONS ARE TO AND FROM "PAGE OF FINISH". 4. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, REFERENCE, AND PARTICULAR DETAILS OF THE CONSTRUCTION, THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. WORK NOT SPECIFICALLY DETAILED SHALL BE OF CON5TR1GTION SIMILAR TO THE PORTIONS THAT ARE DETAILED. 5. DETAILED AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWIN65. IF DISCREPANCIES OCCURS, NOTIFY THE ARCHITECT FOR RESOLUTION. b. THE CONTRACTOR SHALL NOTIFY OWNER/ARCHITECT IMMEDIATELY IF THE SITE CONDITIONS OR DIMENSIONS 015AGREE WITH INFORMATION SHOWN ON THE DRAWINGS, SPECIFICATIONS, OR SCOPE OF WORK SUMMARY. WORK 15 NOT TO PROCEED UNTIL 5UGH DIFFERENCES ARE RESOLVED. 7, GALGULATED DIMENSIONS SHALL TAKE PREGEDENCE. IF DISCREPANCIES OCCURS, NOTIFY THE ARCHITECT FOR RESOLUTION. 8. THE GONTRAGTOR SHALL PROTECT ALL EXISTING ITEMS AND FACILITIES TO REMAIN THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL REPAIR AND OR REPLACE, AT CONTRACTORS EXPENSE, ANY EXISTING ITEM AND FACILITIES TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR'S OPERATION TO SATISFACTION OF THE OWNER. ci. THE GONTRAGTOR SHALL DEEMED TO HAVE INSPECTED THE SITE AND EXISTING BUILDING (5) PRIOR TO ENTERING INTO ANY AGREEMENT WITH THE OWNER FOR CONSTRUCTION, AND 15 5AT15FIED AS TO THE TRUE CONDITIONS UNDER WHICH WORK 15 TO BE PERFORMED. 10. PRIOR TO EXCAVATION, DETERMINE AND VERIFY LOCATION OF UTILITY SERVICES IN ALL AREAS TO BE EXCAVATED. 11. THE CONTRACTOR 15 RESPONSIBLE FOR OVERALL CONSTRUCTION 51TE CLEANNESS, INGLUDING PROVISIONS OF A DEBRIS BOX WITH WEEKLY 5ERVIGIN6, REMOVAL OF ALL CONTRACTOR / SUBCONTRACTOR REFUSE AND DEBRIS, AND SWEEPING OF THE ENTIRE YARD AREA AT THE COMPLETION OF WORK. 12. THE GONTRAGTOR SHALL AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, KEEP THE BUILDING AND PREM15E5 FREE FROM ACCUMULATION OF WA5TE MATERIALS AND RUBBISH. 15. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS OF DAMAGE TO THE WORK OF OTHER TRADES CAUSED BY H15 OPERATIONS. THE NATURE OF SUCH WORK SHALL RECEIVE THE APPROVAL OF THE OWNER. 14, THE GONTRAGTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL SUBCONTRACTORS WORK AND COMPLETION OF ALL 5HOWN OR REASONABLY IMPLIED. 15. CONTRACTOR TO PERFORM ALL OPERATIONS 50 AS TO MINIMIZE IMPACT TO THE NORMAL OPERATION AND USE OF THE FACILITY. 16. ALL BUILDING DRAINAGE GUTTER5, DOWN SPOUTS, VENTS, AND SIMILAR ELEMENTS LOCATED ON THE EXTERIOR WALL5 SHALL BE COMPLETELY CONGEALED FROM VIEW OR 54AH BE ARCHITECTURALLY COMPATIBLE WITH THE EXTERIOR BUILDING DE516N AND COLOR. 17. 516NIFIGANT GHANGE5 OR DEVIATIONS FROM THE INTENT OF THE CONSTRUCTION DOGUMENT5 DURING CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLE55 SUCH CHAN65E5 ARE APPROVED PRIOR TO IMPLEMENTATION BY THE ARCHITECT. lb. IF THE CONSTRUCTION DOCUMENTS DOES NOT INCLUDE MECHANICAL, PLUMBING AND ELECTRICAL DRAWI1465, THEN ALL PLUMBING AND ELECTRICAL WORK TO BE DONE ON A DE516N /BUILT BASIS. CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS REQUIRED TO DE5165N AND INSTALL THE NEW SYSTEM OR MODIFICATIONS TO THE EXISTING SYSTEM. Icl. THE CONTRACTOR 15 RESPONSIBLE TO SEE THAT WORK IN THE FIELD 15 DONE IN ACCORDANCE WITH CURRENT APPLICABLE NATIONAL, STATE, CODES ORDINANCES 4 REQUIREMENTS BY GOVERNING A6ENGIE5 4 MANUFAGTURER5 SPEGIFICATION5. WHETHER OR NOT SAID CODES, ORDINANCES, REQUIREMENTS ARE SPECIFICALLY 5HOWN ON DRAWING5 AND OR GALLED FOR IN SPECIFICATIONS OR UNLESS GREATER REQUIREMENTS ARE NECE55ARY FOR THE SAFETY OF THE PROJECT. 20. CONTRACTOR SHALL A55UME 50LE AND COMPLETE RESPONSIBILITY FOR THE JOB 51TE GONDITION5 DURING THE COURSE OF THE CONSTRUCTION; INGLUDING, BUT NOT LIMITED TO SAFETY OF ALL PERSONS AND PROPERTY. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ARCHITECT HARMLE55 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON TH15 PROJECT. SEPARATE /DEFERRED SUBMITTALS I. TH15 PROJECT 15 A TYPE I" PROJECT THAT REQUIRES A 5TORMWATER CONSTRUCTION POLLUTION PREVENTION PERMIT. THE CONTRACTOR SHALL PAY A FEE d SECURITY DEP051T TO OBTAIN THE PERMIT FROM THE CITY OF BURLINGAME PUBLIG Y47RK5 ! ENGINEERING DEPT. PRIOR TO THE 155UANCE OF THE BUILDING PERMIT. AN INITIAL FIELD INSPECTION 15 REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC, RIGHT-OF-WAY). 2. AN UNDER6ROUND FUEL TANK REMOVAL PERMIT SHALL BE OBTAINED FROM THE CITY OF BURLINGAME FIRE DEPT, PRIOR TO REMOVAL. 3. THE EX15TiN6 FIRE 5PRNKLER SYSTEM SHALL BE EXTENDED TO THE NEW FUELING CANOPY. THE AUTOMATIG SPRINKLER SYSTEM 15 A DE516N BUILT SYSTEM $ SHALL BE DESIGNED 4 INSTALLED UNDER SEPARATE PERMIT. THE DE516N 0 DRAWINGS FOR THE AUTOMATIC SPRINKLER SYSTEM SHALL BE SUBMITTED BY A G-ib LICENSED FIRE SPRINKLER CONTRACTOR TO THE FIRE DEPT. FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROJECT NOTES 1. NO PERSON SHALL ERECT (INGLUDING EXGAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AN SAFETY, AN THE ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHIGH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. NO WORK ON 5UNDAY5 AND HOLIDAYS. HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE LA5 MONDAY OF MAY, THE FOURTH DAY OF JULY, THE FIRST MONDAY OF SEPTEMBER, THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER AND THE TWENTY-FITH DAY OF DECEMBER, IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF JULY, THE ELEVENTH DAY OF NOVEMBER, OR THE TWENTY-FIFTH DAY OF DECEMBER FALLS UPON A SUNDAY THE FOLLOWING MONDAY 15 A HOLIDAY, PROVIDE THE FOLLOWING CONSTRUCTION HOURS ON THE PLANS PER CITY OF BURLINGAME MUNICIPAL CODE 18.07.1 i0. MONDAY THROUGH FRIDAY: 8:00 AM TO 7:00 PM SATURDAY: Ch O0 AM TO 6: 00 PM 2. SHORING 15 REQUIRED AT NON -SLOPED EXCAVATIONS GREATER THAN 5 FEET DEEP. PROVIDE A COPY OF THE OSHA SHORING PERMIT TO THE BUILDING DEPARTMENT PRIOR TO PERMIT ISSUANCE. 3. ALL DEBRIS / GARBAGE GONTAINER5 5HALL BE LOCATED ON THE PROPERTY. IN A SITUATION WHERE THAT 15 NOT POSSIBLE, AN ENCROACHMENT PERMIT 15 REQUIRED FROM PUBLIC WORK5 DEPT. FOR PLACING DEBRIS / GARBAGE CONTAINERS IN PUBLIG RIGHT-OF-WAY. NO NET GARBAGE FLUID SHALL ENTER PUBLIC RIGHT-OF-WAY OR THE STORM DRAIN SYSTEM. 4. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY IS LIMITED TO WEEKDAY5 AND NON -CITY HOLIDAYS BETWEEN &00 AM AND 5:00 PM. 4 _E REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH ❑ 2016 CALIFORNIA BUILDING CODES ❑ 2016 CALIFORNIA ELECTRICAL CODES (BASED ON 2014 NEQ ❑ 2016 CALIFORNIA PLUMBING CODES ❑ 2016 CALIFORNIA ENERGY CODES ❑ 2016 CALIFORNIA MECHANICAL CODES e-916 CALIFORNIA BUILDING CODE&STRUCTURAL ONLY ❑ 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE ❑ 2016 CALIFORNIA FIRE CODES ❑ 2016 CALIFORNIA RESIDENTIAL CODE Plan review approval of documents does not authorize construction to proceed in violation of any fed e , state, nor local regulation. BY: ADATE: B AU VER AS NORTH AMERICA, INC. These plans and documents have been reviewed for compliance with the applicable code requirements of the jurisdiction. The stamping of these plans shall not be held to permit or be an approval of any violation of applicable codes and standards nor relieve the owner, design professional of record or contractor of compliance with applicable codes and standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation. EUREAU VERITAS NORTH AMERICA, INC SCOPE OF WORK * REMOVE (E) FUELING CANOPY (GOVERING FOUR (4) FUEL 0I5PENSER5) * MODIFY (E) UNDERGROUND STORAGE TANK SYSTEM (SEE 5HT. F.1 FOR COMPLETE FUEL SYSTEM SCOPE OF WORK) * CONSTRUCT NEW 2,543 S.F. FUELING CANOPY (GOVERNNG FOUR (4) FUEL D15PEN5ER5) * (E) FOOD MART STRUCTURE WILL REMAIN * (E) GARWASH STRUCTURE WILL REMAIN " (E) ABOVEGROUND EVR TANK WILL REMAIN * ALL OTHER (E) 51TE IMPROVEMENTS WILL REMAIN SPECIAL INSPECTIONS AND TENS ARE REQUIRED AS PER GUILDING3 CODE PROJEGT DIRECTORY ,4RCI 41TECT M I ARCHITECTS, INC. 2221 OL'YMPIG BLVD, SUITE 100 WALNUT GREEK, GA a45g5 TEL: M25) 287-1174 xl FAX, (G25) 0143-1581 CELL: (6125) 878-ct875 MR. MUTHANA IBRAHIM, ARCHITECT MR, MOHAMMAD DEHGHAN, El EGTRIGAL ENGINEER ENERCz r CON5ULT,4NT VALLEY ENERGY GON5ULTANT5 2201 FR.ANCISCO DRIVE, SUITE 140-451 EL DORADO HILLS, GA c15762 TEL: (alb) 6133-57a1 FAX: MIN cl3cl-0125 MR. MICHAEL P. MCDERMOTT STEEL FABRIC,4TOR PERRY BUILDERS, ING. 11130 LOREN50N RD. AUBURN, GA c[5602 TEL: (530) 745-0550 FAX: (530) 745-057cl MS. MELINDA GREEN DEVELOPER A U ENERGY, LLG 41805 ALBRAE 5T., 2ND FLR. FREMONT, GA 614538 TEL: (650) 866-7454 FAX: - MR. NIGK LOYAL I CIVIL ENGINEER RFE ENGINEERING, INC. 2260 DOL6LA5 BLVD., SUITE I60 ROSEVILLE, GA c15661 TEL: (4I6) 712-1800 FAX: (alb) 772-7804 CELL: - MR. ROBERT F. EYNGK, ENGINEER AGENCY DIRECTORY CITE' OF BURL INC-cAME BUILDING DIVISION 501 PRIMROSE ROAD BURLINGAME, GA g4010 TEL: (650) 558-7260 FAX: (650) b96-7208 5AN i" ATEO COUNT*' ENVIRONMENTAL HEALTH DIVISION, CERTIFIED UNIFIED PROGRAM AGENGY (GUPA) 2000 ALAMEDA DE LA5 PULGA5, SUITE 100 SAN MATEO, GA G4403 TEL: (650) 372-6200 FAX: - BA* r ARE,4 AIR QUALITY MANAGEMENT DISTRICT ENGINEERING DIVISION 375 BEALE STREET, SUITE 600 SAN FRANCISCO, GA c14105 TEL: (415) 74G-4cia0 FAX: (415) a28-8560 GODS ANALYSIS (E) FOOD MART: (NON -SPRINKLED) (E) FUELING CANOPY (NON -SPRINKLED) (E) GARAA51­1 TUNNEL (NON-5PRI NKLED) M OCCUPANCY, TYPE V-B M OCCUPANCY, TYPE V-B B OCCUPANCY, TYPE V-B APPLICABLE CODES GBG 2016 GMG 2016 GPG 201 b GEG 2016 GFG 2016 GA, ENERGY GORE 201(9 BURLINGAME MUNICIPAL CODE G5 COVER SHEET C,gN5TRUGTION BEST MANAGEMENT PRAGTICE5 OMP'S) 5DO DEMOLITION 51TE PLAN SDI SITE PLAN, LEGEND 4 NOTES 50I-1- FUELING CANOPY LIGHTING PHOTOMETRIC 502 51TE DETAILS GI FIRE SERVICE PLAN CANOPY DRAWINGS FOR REFERENCE ONLY) GAI FUELING CANOPY PLAN GA2 FUELING CANOPY ELEVATIONS TITLE 24 ENERaY COMPLIANCE T24 TITLE 24 ENER6Y COMPLIANCE FUELING - CANOPY LIGHTING ELECTRICAL DRAWINGS ESO ELECTRICAL DEWA-ITION PLAN E-51 ELECTRICAL 51TE PLAN, PANEL SCHEDULE 4 NOTES GEI ELECTRICAL CANOPY PLAN ELO ONE-UNE DIAGRAM 4 PANEL 504EPULE E2.0 ELECTRICAL SPECIFICATIONS E2.1 ELECTRICAL SPECIFICATIONS CANOPY FABRICATION DRAWIN65 G51 CANOPY STRUCTURAL PLANS, NOTES AND DETAILS C52 CANOPY STRUCTURAL DETAILS FUEL SYSTEM 4 SITE ORMIN F.1 FUEL 5Y5TEM COVER SHEET F2 FUEL SYSTEM EQUIPMENT L15T F.3 FUEL SYSTEM SITE PLAN FA TANK SLAB PLAN 4 DETAILS, 1`115CELLANE0135 DETAILS FS U5.T. SECTIONS 4 M156FI I ANEOU5 DETAILS F.b UNDERGROUND PIPING 4 MI5GELLANEOL5 DETAIL5 F.7 DOUBLE -WALL TANG SUMP, UNDER DISPENSER SUMP 4 VENT RISER TRANSITION 5UMP DETAIL5 4 MONITORING SYSTEM SCHEMATIC 150Mi=TRIG F.& TANK HOLD-DOWN INSTRUCTIONS 4 TANK HOLD-DOrN DRAWINGS STRUCTURAL REVIEW 6Y BUREAU VERITAS REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and 2Pproval of any violation of the previsions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD IIV ECTION REVIEWED B DATE Z , I L Lgi L I D JUL 19 2017 BUREAU VERITAS N.A, RECEIVED JUL 17 2017 CITY 0,6URLBIGAME TICNSTYMAP ,/Ixl Inca D�yoret Mesquc(9 0©New Wald( M wnxichturo of Son Mateo GF. Allegro Clo591c3. d A 0 Grorul hiad�o'%s� . , Enteryneeaem-ACorljq .�so as (Ssh PROJECT 51TE C vA do Now- M I Arch itects, Inc. A R. G H I T E G T U R E Q PLANNING MANAGEMENT M D E 5 1 G N 2221 OLYMPIG BLVD., SUITE 100 WALNUT CREEK, CA q4595 c125-28-1-I1`14 Tel G125-c143-l581 Fax G25-878-1875 Gell muthana®mlarthltect.com I muthana@mlarthlte-t.com ect.com ir if Lu E v N Z . = :F < =Q CQLL - N a O x�z as 0 N �+ M Z<1 }p �.._ z O tUt- Oz LU �QW lu to � IL LL 1 --1 }- !il � ° bl JU V spx� U1 r � � dd lu «� 00 W_ 0 O -a Z'- O p QQ� K � M9 y v 2P f� O-A * C-29627 = 6130/20141 REAL " �' ` nQ ISSUED FOR CONSTRUCTION 05-0e-ll ISSUED FOR PLAN CHECK ISSUED FVR PLANNING A NO. DATE DEStMPTION n At 06-16-11 REVI5EV ia�i Eq AN GIif.K GOt ITS - 14-4 v� COVER SHEET ?i?OJEGT #: 16-5083 7RAWN: JM CHECKED: Mil SCALE: NONE DATE: 04-04-11 ce1 SHEET OF •lusodsip .iadoad pule juaulju3.4 ,Ioj 31is jjo patnuq put pajoolloo aq oI paau Xuul jaIrmpunoB podwnd •palsal oq Ism .Ialum puno 2 agl .IDgpagm auiLLualap off. Xouafu Foot inoX lino `uoijuutulujuoo parodsns ao umoux jo stair uI ❑ •pojinboi aq Aw du.il juauiipas jo `xuuj `uisuq v g2no.Igl uoisaanip JO UOTIV41i3 •uiu.Ip UUOIS Jo .Iaj4n2 jawls v off. nirm 2ui2.Iugosip Djojaq XIilndiwunui Fool age uiog Iunoiddu utujgo put Kjilou 12uix3jPm3p uoq�A ❑ •sua.Iu paq.Inlsip lit uio.ij Xumu 3I!SJJo UIOJJ aaIum uo-una I.IaniQ ❑ quuld juau4.ua4 .Ialumalsum fool .inoX Ilvo iomas fiultuus aqj of 2uio.Iugosip jI •.uomos fiuliuus ao can paduospuul of 32.Iugosip fuiaaiumop puas algissod uaqAk •pasodsip out pa2uum Xlxado.Td aq IsnuT suo.1viodo 2uinjum3p uioj jjouna pD.Injduo io iajumpuno.I2 jo sD2.iugosiQ ❑ �3d3n1�d7 �3M �NIO ��� s&AOo buipi" d IVA98ddbi to Su orS#AoAue;id a8 aWe6uy�n 3 ws d e�a'ryde pue �o'leoa 1N3Wa Sou Heys Hoa4o n�isuood 'q i`J' bd3a `9 ueld s,41 a3M3078 rn3a b�Nnane 2upaIRAW(I •.Iolor4wo poijpno -alms u sa zinba i tunouia.1 jured posuq puaq •alsum snopauzug su jo pasodsip aq isnul uill/qn%ij .io `Xinoaaul `pual 2uiutujuoo sjutud ao sjutud Dul iuui uio ij Imp put sdigo put anpisa.i fuiddijjs juiud Iuoiuiaga ❑ •gsr4 su jo pasodsip put sglolo do.ip oilsuld ui poloolloo jo do Idoms aq Xuui 2uilsulq pins put 2uiddi its X p snopauzug-uou uioij Imp put sdigo juivd ❑ •alsum snop.Iuzuq su spinbil ssaoxD jo asodsiQ •sIuanlos puu saauuigl asna.i put joilid •aauiviuoo aadoad u LIT Juanlos ao aauuigi g1im uualo pule algissod juojxa aqj of sagsnaq ino juTud `s}uiud posuq-po ao3 ❑ •uivap uuois u umop jured xnod aanaN camas Xaujtuus aqj off. sao5 Iugl uiuxp u owl osui i put `atgissod juaIxo oqj of sagstuq ino juiud `sjuiud pasvq-.io jvm .io3 p •uiva4.s ao `uiuip uuols 1.IaUn2 `jaaals u olui s.IauiuIuoo lutud asuia io sagsnaq uualo .ianaN ❑ innoMH pun dnunala .2uquind IRnoMag JuiVd 78 tuijuiVd 'JOIlIuam Jam SuT.Inp 10 JuDnD U1VJ Isuoa. OJ u a.iojaq sXup Z uigiim tuyaluui aduospuul olgipoia Xuu jo uoiluoilddu anuiluomiQ ❑ •Janoo .Iapun put sjallud uo lviniuul pa22uq xonjS ❑ •puno.i-noX Ilu sdiul aapun uiagl Buijols Kq uiva put puim uio4 slui.ialuul 2uiduospuul palidxools joajoid ❑ tuideaspuiel •Xl.Iado id jo pasodsip put pad -Lund aq of Douj.ins pauuoq u oluo utu.Ip jo `sua.Iu iiip oluo .immilsi m asoq `sjopn2 uinnoun puu SJalui Xuu xoolg •suiuzp uUols 2uix31ua _UJOJJ J3jUMgsum Iuana id `alaoiNu pasodxo 2uigsum uogrn ❑ a2ugju2 su jo asodsip put uopiuq 31omoo Ia7 •suD.zu 2uipunouns oluo .io lios ftXjnpun aqj oJui 2uig3u3l Iuana id llim Iugl .IauuuuT u ui put `ITd 31sum famodLuol u OJUT mog llim .ialum aql a.zagm ton inogsum paluu21sop u ui .io 31iSJJo sxon4/juauzdinba aja.iouoo Ino qsu� ❑ •puim put jjoun z `utu.i uio.ij uiag1 pajoid 01 aanoo .Iapun sjallud uo put `sXumaajum .io sutuap uiaoIs uio4 Xumu mpotu pule `InoA `aID.Iouoo aaoIS ❑ uoilvaiiddV .1upow 7R Ino.i-) 4aja.iauoa •AIaInipowwi do ji uualo `uisuq gojeo u s iajua f unls Inomus JI ❑ •(i.iauoos sT aanagoigm) Xup x.Iom gouD jo pua aqj It jo uoprool Duo ui pagsiuU an noX su coos su o1sum ltn jo asodsip put fujnls Ino-mus uinnoun ao `gaosoqu `IanogS ❑ •LaoisXs uiujp uuols age jo ino kinls daax of s2uq 13nuz2 jo `siDIlg Ialui uisuq go1uo `otaquj iajlg asn •2ui:4no mus uagm sjolui uiujp LLuojs Kgmou polo id ❑ Innouiag ajaaauoa/jingdsV ag .3ui:"nae&nS •juauzanud ajamoo llugdsu qsa j umop gsum of .iolum asn IOU oQ p •s.za:4n2 ojuT ji gsum jo dooms ZoN oQ •pins ao IaAui2 anTsuaqu ssaoxa jo asodsip Xlajui.Idoaddu jo DloXoai put joalloD in •oIo `luas 20J luas X.iinls `woo xoui ` 1soo Iuas fuiXIddu uagm saloguuui put sIalui uiu.zp UIJOIS Janoa ❑ .jjoun i i3 umul iols f ui1oujUO3 Laoij piano IOU anug Iugj SIuijDjuui Iuanaad 01 `Isuooioj si utua uagm ao aagluam jam in 2uiluoo lum put 2uinud pioAV ❑ 3poAA jivgdsV/21uinVd •gsu l .io `si.igap `slaxiuq paling - sllam pouopuegV - •sxuuj puno 2japun pauopuugV - •.Iopo 10 `uoiiu.Ioloosip `suoilipuoo lios lunsnun - :piuog lo.IJuOD Xjilnno .Iaj-qAk luuoi23-d aql jouiuoo put uopeui-Linjuoo .Ioj isol `pDm;Dsgo aau suoTIipuoo 2uimolloj agp jo Xuu J1 ❑ Spos papnuluivJU03 •sjoa4s aqj ui IOU `alis uo sxon4 dump of ji .Iajsuujj put ails uo lios pDlunuoxa dooN ❑ •31D `suuaq `s2uq lanua2 `suisuq juauiipas `saouaj Ills `sllo.i i3gU su gons `sdlgg ajui.zdojddu 2uiuiujuTuui put 2uilluisui Xq sasinoo 32uuiu.Ip put `sogolip `saa:4n2 `sjalui uiujp uuols pajoid put alisgo 2u1juar211z uio.Ij Juauiipas IuaAD.Id ❑ •pauuuld X131uipatutul IOU si u0113nalsuoo a.IDgm .Io sadols uo 104uo3 uoTSOJO JOJ u011u1320n juuld .To pass put `X.Tussaoau Xlainlosqu uagm Xluo u011uIa23n 2uiIsixD anouia-I ❑ •pagsilquIsa sT UOIIu1023A Iijun (xi.Iluul .iagij papuoq ao oiaquj to luoo uoiso.Ia su gons) sloiluoo uoisoia Xiviodulai uiujutuui put Iluisui `svom popnuop llv azTligviS In •.zagivam fap 2uianp xzom uoijunuoxD pup 2uiprB alnpogoS ❑ 2u1n0wqj.ivg •(sinoq VZ) 099L-M (008) `.IDIuaD SuRMAk SaWAIDS ts3ua2.iau1g JO 03UJO s,Jou.IaAof) agl llva (Z `joquinu asuodsa.I Xma2iauia luool .inoX jo 116 IMM (I :Ilids u podoi oZ •lio 2uipnloui `slutaaiuui snopauzuq jo sosuala.i juuogiu2is lln vodaa off. mul Xq pomnba i on no& •,Klajuipauiuii sllids juuoigiuBis podo-d ❑ •Itos paipuituviuoo jo 2uisodsip Xl odoid put do 2ui22ip Xq suaiu jiip uo sllids do uuala ❑ -magi Xinq jo `jalum glim M mu uiaip gsum of X4 IOU oQ •Xjajvtpauluii slutaaluul X.Tp pollids do daamS ❑ •(s!3u.I io/puu `JOU!l Ito `slui olvL i luogiosqu) spogpaul dnuualo X.ip asn •pollids anuq spiny ojogm saoujans umop asoq IOU oQ ❑ •XI.iodo.id sluijolvul dnuualo jo asodsip pule Xlajuipawtui sxual io sllids do uualD ❑ •opuul Diu s iiudw pjun seal gojuo of sued dijp asn •Xljduio id sxual jiVdaj put .Ioj Xljuanbag juauzdinba pun saloigan 13adsul ❑ -satin. IIu it ails uoijonijsuoo agj it algvtiunu (Ja:4iI Iuo pup sjuagiosqu `s2u.I 4•2•D) slutaalma dnuualo llids daax p toajuoa pun uouuaAaad IIIdS quauldmbo ftuualo creak jo `saasuaBop `sJuanlOS `sduos 2uisn alisuo juauldinba jo aloigan uualo IOU oQ ❑ • sialem aoujxns jo 'sump UUOIS slaoils `s.iaUnf? ojuT una of .Ialum asuix moilu IOU llim jugs ua iu pauuaq u ui Xluo .iDlum qjim uualo `alisuo auop oq Isnuz Ouiuualo Juauidmba jo aloigan JI ❑ •alsum snopiuzug su sping jo asodsip jo aloX=g •sping joalloo off. g2nouo 2iq sgjolo doip ao uud dijp u JOAO put suiuip UUOIS uio.Ij Kumu van pauuoq u ui xiom `ajisuo auop aq Isnui aouuuDjuTuul aloigan ao 2uilanJD.I JI ❑ axiso 2uigsum Juauidinba put aloigan puu `sgof iiudaa `33uuuNuiuui.1ofuu1 LUJ0J.10d ❑ •32uiols put 2m)ijud juauidinba put aloigan aoj `s Mg Djutadoiddu qjim pang ton uu ajuu2isaQ ❑ 21uma11d puV aammajuiew Ioa;uoa IiidS 78 juacua2vueW juauidinbg •Buoj ivaX 11v `loafoid inoX ol Xlddu Xoqi •ftxouij do uualo of s133.4S umop asoq aanaN •2ui3jou.4 jaglInj Iuana.Id of aoznos jumipos wnoos put Xlajuipauiwi Ouixowl pails Kuu uinnoun io doamS ❑ -oils jjo 2uixou.4 put 31is uio.ij s32.1ugosip juauiipas put uoTso.Ia 104uoo XIjuDToggjns ol slixo put saouu.ijuD uoiloti4suoo tip aziliquis put slo zauoo .Ia�auii iod OA113DJJD utujutuui put, gsilqulsg ❑ aajaiulaad pun saaunalug uoijanilsuoa •Dlsvm snopiuzuq Su spiny Buiuualo put `san12 `sjuanlos `siauuigl `sjuTud uiog sonpisaa pinbil jo asodsiQ ❑ (•oja `adid `piuoq dB `poom `sluijaluui asuq ajuSoMv `ala-moo 11Iugdsu su gons) poloKoai aq uuo jugj saisum pun sluijaluui aloKoa-d •XI.iodoid sijgap put, saisum Ilu jo asodsiQ ❑ •sllids put sxval .Ioj Xljuonbag ulagl joadsui put `slapol olgvpod aouldoi jo uualD ❑ -oils uoilonisuoo agj uo .Ialsdulnp u umop asoq xanaN •patli�.Iano IOU D.zu Kagl Dins axuul of put seal .ioj Xpuanbag s iauiuluoo Iusodsip alsum xoago ❑ •jagivam jam 2ui inp puu Kup xaom XJQAD jo pua agj In sdiui gjTm Xla.inoas s.iouiuluoo lusodsip 31sum .IDAoa ❑ juaiva2nuvw a1snm •saisum snopiuzuq lln jo Iusodsip Djui.Ido.Tddu ioj a2uuuV In •s.inoq i,Z uiglim isuooioj si uiu.i uogm sjoopino sluotuiago Xlddu IOU oQ •tiTussooau uugj a zoui asn of IOU Inja iuo aq pun sluiialuui snop.iuzuq .Ioj suoil3tuisui uoijuoilddu s,aa.Injoujnuuul mollod ❑ •jsuoa.Ioj si uiiei uagm .io .iagjuam jam 2uijnp .Io kup x.Iom XJOAa Jo pua aqj In uiagj .ianoo pun `JuauiuTujuoo Xjvpu000s airl ido zddu ui OJOIS sioultIuoo jg211 JaIum ui saisum put, slutaajew snop.Iuzuq a.IoIS ❑ •suoiluln2az luaapaj put alms `fqunoo `fqto gjim aouupi000u UT (3z334ijuu puu `lio `tat `sIuaAIOS `szauu ill `sjutud `sap 3gsad su gans) sDisum snop iuzuq put slutaaiuui snop.Iuzuq Ilt, laq-1 ❑ sjnt.1aloW snopJnznH •loaluoo jsnp .ioj .ialum pawiul3oa (asnaDno j,uop Inq) asn ❑ •SKup t,I uiglim pasn 2uiaq Xlanijou IOUJi Jo ISU30JOJ si uiuI uagm sdmj gJim lvilaluui uoijoruisuoo aaglo jo liip `pins jo solidxools aanoo put uizag p slniaaloW snopxczeH-uoN Juawa2VuRN aJs1UAX 78 sj"iaaIRN su `aS-ed stuff. uo (,Iwq) saoijov.zd ju;3w;3.Svuvw jsoqi;3jemwiojs;3qj juDwoldwi ol poimbal am sloafo.zd uoijonzTsuoa (sdy�g) S a A".�d lua-uUaNg UN sag uoi�an.�lsuoa 5-iqunuiwo:i 6.,{ii°au. aa1eM uealJ eJ2OJd U0*11UaAaJd uoilnilod jajeM ■ E LO N I 0 N OCT 0 v V! E .n cu au 0 0 v+ 3 71 V) 0 0 V) I 00 C) 0 I :a c i 3 L 3 0 00 0 0 a 00 0 n I :O i to 0 t N67*57 38 E 285.55 I OTE5 _ T- I. GONTRAGTOR SHALL VERIFY LOCATION OF EXISTING PLUMBING AND ELEGTRIGAL BURLWAY I � I EQUIPMENT TO REMAIN, TO BE GAPPED d ABANDONED OR REMOVED. 2. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING ! ROAD REMAIN SHALL BESNPROTEGTED FROMDAMAGE DURDIN2 NG MARKERS .SCONSTRUCTION GONSTRUGTIONSHOULD SAID ITEMS BE -- -- _ ___. ___.___ _ .. _ DAMAGED AND/OR DESTROYED DURING CON5TRUGTION, THEY SHALL BE REPLACED AT THE — ---- - - - CONTRACTOR'S EXPENSE. RESET EXISTING MONITORING WELL5 TO REMAIN AS NECESSARY I � ✓ � -PROPERTY \� � �' ' ( i /1 LINE (TYPa _--+--..._MITS THE PROWERE THERE PER J WIO ONI 4 NOTIFY TTHHEGTOR SHALL OHC-R5 ENVIRONMENTALOBTAIN GON5ULTAPN FOR ANY -__-. /_.-_--_ _1— -' a f 1 WORK GONGERNING THE MONITORING WELL5, PRIOR TO GOMMENGEMENT OF ANY WORK. S22'57'38 W 28.99 _.-_..-____ ---._ =_. _ _ -- -- }5. CONTRACTOR 15 TO NOTIFY PROJEGT ARCHITECT IF SITE CONDITIONS DISAGREE WITH R=20.50' L=32.20' I yt i' �\ i <� (C AW INFORMATION SHOWN ON ORING5. =90'00'00 P 3 4. THE CONTRACTOR 15 RESPONSIBLE FOR VERIFICATION OF THE LOCATION OF ALL EXISTING UTILITIES WHIGH ARE IN OPERATION AND 5NAL- PROTECT THEM FROM DAMAGE IN THE FIELD. THE CONTRACTOR SHALL GALL USA TOLL FREE AT 800-22-1-2600. LOGATION5 SHOWN ON THE PLANS N67'57'38"E 150.00' \\ ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. THE GONTRAGTOR SHALL BEAR ALL OF THE REPAIR AND/OR . - _ — _ _. --... - __..---w �„ - -- - - -- ___. -_ " • .!_' - ---- y' -------__ --- - — THE COURSE OF CONSTRUCTION REPLACEMENT THCISPRO�GT.TS OF ID UTILITIES DAMAGED BY GONTRAGTOR(5) DURING J j' ( 5 THE INFORMATION REGARDING THE 51TE PLAN AND PROPERTY LINE INFORMATION WAS OBTAINED FROM A BOUNDARY AND TOPOGRAPHIG SURVEY PREPARED BY RFE ENGINEERING, ING. THE (N r-T L GONTRAGTOR SHALL VERIFY THE EXISTING 51TE CONDITIONS, AND IN THE EVENT THAT A CONFLICT OGGUR5 THE CONTRACTOR SHALL NOTIFY THE PROJECT ARCHITECT BEFORE PROCEEDING WITH ANY r / ' �! ! ✓✓ ��i �'y \ i- 0 I I `\ WORK. M I ARCHITECTS, ING. A55UME5 NO RE5PON51BILITY FOR THE AGGURAGY OF THE 51TE PLAN OR PROPERTY LINE INFORMATION. I �J ;J` r--� 'i 1 ( I 6, AFTER REMOVAL OF GONG A5PH LT PA I G, GONG. PLANTER CURBS, LANDSCAPING, UNDERGROUND UTILITIES, ETC. TO ACCOMMODATE NEW WORK, RE-GOMPAGT 50-GRADE AS REQUIRED BY THE 501L5 ENGINEER. r ' v \ j . `� j I -7. CONTRACTOR SHALL OBTAIN THE NEGE55ARY PERMITS (IF REQUIRED), AS APPLICABLE FOR THE REMOVAL OF THE (E) UNDERGROUND STORAGE TANKS, UNDERGROUND PIPING, FUEL 1 I REMOVE (E) GONG. TANK �✓ { / \ , o \ 0I5PEN5ER(5) I ANY OTHER EQUIPMENT AS NECESSARY TO ACCOMMODATE NEW GONSTRUGTION. SLAB, PATCH 4 REPAIR (E) \ �\ { PAVING AS NECESSARY ---- ; �Q-%'� --------__—�. __� -- i (E) PAVEMENT STRIPING, 44 �.L.--=--,- REMOVE (E) UNDERGROUND {� � I I ice- 5TORAGE TANKS 8 ALL PROTECT DURING ASSOCIATED UNDERGROUND I (^ ((^ 1 I CONSTRUCTION PROPERTY I I I I } I PRODUCT, VAPOR t VENT PIPING - - { LINE (T1'P.) - ( AS INDICATED TO PREPARE /I - � _ _ _ _ _ _ _ _ _ I (E) MONITORING WELL, j i I I FOR NEW WORK, SEE SHT. SDI / I _ - - - - - - - - - - —` I 1 �' PROTECT DURING i (REMOVAL BY SEPARATE ( i GONSTRUGTION, SEE ! (' I PERMIT, BY OTHERS) -- I / \ { "GENERAL NOTES" #2 I ,1 I (E) PAVEMENT STRIPING, t REMOVE A PORTION I I I I I I \ - - - - - - - - _ - __ _ / I ` UTILIIT�IIE5RPROTECT x i i PROTECT DURING I I - - - I CONSTRUCTION III OF (E) GONG. SLAB ( I DURING GONSTRUGTION A5 INDICATED TO PREPARE(� - - - - - - - � I ( T I Y' FOR NEW WORK, SEE 5HT. 501 ' I I I I I 1 I j (E) PAVEMENT 5TRIPIN6, x RE -STRIPE AS NEGE55ARY - - - - - - - --l)- I AFTER GONG. TANK L - - - - - - - - - - I-- -= - J I j ! I SLAB REMOVAL ---- -- - - - ,� \ i (� I I ('^ I✓ i I i ; T I I REMOVE FUEL DISPENSER, uj t I RAISED GONG. ISLANDS REMOVE GUARD POSTS) REMOVE (E) ABOVE ® Q -- I i 4 ALL ASSOCIATED EQUIP. 4 A550CIATED GONG. Cj ; I I GROUND VENT R15ER5 \ ! I 1 AS INDICATED, TYP. OF 4 FOOTING(S) AS INDICATED IN THIS AREA ALL (REMOVAL BE SEPARATE TO PREPARE FOR NEWASSOCIATED ABOVE I I I PERMIT BY OTHER5) WORK SEE 5HT. 501 I v, I /o.f�._ ... GROUND PIPING.I x ocd --�----------------{ ------ _._ oco _>. �- y \ I of \ � PATCH 8 REPAIR (E) I I I i b4`�U og -I �i PAVING AS NEGE55ARY05 M '� , �\ (E) FRANKLIN FUELING W I��j i t —►I % \`\ �� s i EVR TANK 8 GUARD f x' IIr]I �' �' P05T(5), PROTECT ?, I I DURING CON5TRUGTION (E) GONG. PLANTER i' I g► , I ;� '' ; I CURB 8 LANDSGAPING, I I i �� �' I I �lCi - JI PROTECT DURING I =I ' I x I I r;l rr- � 1 CONSTRUCTION L LL J i G� ' \` \ r d I' i 1 i Jil (E) PAVING, PROTECT DURING (E) ( ' CONSTRUCTION -- i j I i I �; �► I I j FOOD MART I• iI L --- ----- -- -- - 1 I I I 1 I I CONST. TYPE: 'VB" I I I 1 I I x( REMOVE FUELING GANOPY, OGGUPANGY: "M° I (� GANOP'( COLUMNS I I I I ASSOCIATED GONG. 1 i i I Il' FOOTING(5) d UTILITIES A5 NE6E55ARY TO PREPARE N i i i i I FOR NEW WORK, 5EE 5HT. 5DI -nog' X _ j I t ► l Z I ! L 1 (E) UNDERGROUND I l I I -'1 i UTILITIES, PROTECT i I' �/ I � DURING GON5TRUGTION --- I I ! \ \� , X I I (E) GONGRETE PAVING, ( \ PROTECT DURING ! i i CONSTRUCTION REVII SPA MENT I I I INCH ME BLOC Q not e -..._ I ;X BUp hl®plan Cheo be a,P0rmb t val of any I I I s i I I For, ion of t1nepProvlsl0ns og I I i I violas _ ! r' (E� ,I I APPWbVAt FENAI T OFINAL j I D C G' `'' GARWA5H OCAWPANGY: "B "VE" i I 1 x REV16WF-0 8Y S__- pATE.� I I C h TUNNEL 7. I / _ i i ---- '' ---------- - — - - — - — ` �� x SITE �' LEISEND 0 S68'00'09"W 150.00 ' —� --- -- �� X ---- -- X - -.-- ._ X --_- _-- - X - s� X ----- - X -- -- X ..------.. �( ._.-.-__ X ..___z J --1--- .--.... �E _ -4=-- _------- - - --_ X EXISTING CURB TO REMAIN 1 I X i I — I EXI5TIN6 TO REMAIN 1 S67'57'38"W I 20.50' - --- _ j x - __-_ _ _ -- _. _ -- -- - ---- --- EXISTING TO BE REMOVED • `h I I � I I i \____-, � I �.-____._..____----------_-. �`/�__-�.._ � EXISTING CURB TO B REM E OVED DEMOLITION SITE PLAN SCALE: i"= 10'-0' NORTI4 10 O 5 10 20 T GRAPHIC 5GALE: I" = 10'-00 TANI M I Arch itecte, Inc. ARCH ITEGTURE P L A N N I N G MANAGEMENT DE51GN 2221 OLYMPIC, BLVD., SUITE 100 WALNUT CREEK, GA a45a5 c125-28-1-1174 Tel a25-G43-1581 Fax a25-878-a875 Gell muthanaamlarch (tect.com v4v4 W .mIGrch It8Gt.c.om Lu Q O� m < z- _<T LLI �z Qz �vw 1-- o Z 3: o �Ow ul T ju Q� # Qz tkt U- iU vzo ju z�z �u IL �z z ' NNE tu 00� (� Q vv� ov viz Zw NtOQ v_ <<CL tu tu p IL IL m � LInI- SMAt v. ; * : C-29627 tl�.� �-1ZcnlFwevfi�.�Z' ��• J 4 1551JED FOR CONSTRUCTION 05-0&-11 155UED FOR PLAN CHECK ISSUED FOR PLANNING NO. DATE DESCRIPTION nQ L� A DEMOLITION 51TE PLAN PROJECT #: 16-5083 DRAWN: JM CHECKED: MII 5GALE: AS NOTED DATE: 04-04-11 spo SHEET OF qA O N 7 O i N N v a -o 0 E -n 0 0 1 r� CD 0 in Cn E v v� c m 3 S 0 s T Q CO s 0 cn rM co to to co vl a I i vi (LOGATION OF FUELING CANOPY) I I i I S22'57'38"W 28.99'=` ._ R=20.50' L=32.20' 11 10 II PROPERTY I I LINE (TYP) - NEW CONCRETE DRIVE SLAB, 5EE I i ] DTL. 2 ON 5HT. 502 NEW 6" tP GUARD I ' i P05T, 5EE DTL. Q 1-7 ON 5HT. S � I } I (TYP. O 10) i I (TYP.) SD2 I ly I ® 'Q I = I IA 1 (E) GONG. PLANTER GURB $ LANDSGAPIN6, i iI PROTECT DURI N6 i Ii l GON5TRUGTION 1 ! I ( II l I (E) PAV I N6, j PROTEGT DURING GON5TRUGTION----'-- ` I i -- -- - ----- --- _ N67'57'38"E 285.55'_-- BURLWAY i ROAD PROPERTY I LINE (TYP) i f N67'S7'38" E 150.00' (E) MONITORING WELL, PROTEGT DURING GONSTRUGTION, 5EE "GENERAL NOTE-5" #2 NEW UNDERGROUND 5TORAGE TANK 8 GONG. TANK 5LAB, 5EE FUEL 5Y5TEM DW65. t)tt 5HT. F.3 (TYP. OF 2) NEW FUEL D15PEN5ER, 5EE FUEL 5Y5TEM DRAWINGS (TYP. OF 4) PROPOSED SITE PLAN \V / (E) PAVEMENT 5TRPIN6, PROTECT DURING GONSTRUGTION (N.I.G) 10 O 5 10 20 FEET 6RAPHIG SCALE: I" = 10'-0" NORTH (E) UNDERGROUND UTILITIE5, PROTECT DURING GON5TRUGTION ■F-)R I� IX a I � X i� ISENERAL NOTE5 1. CONTRACTOR SHALL VERIFY LOCATION OF EXI5TIN6 PLUMBING AND ELECTRICAL EQUIPMENT TO REMAIN, TO BE GAPPED d ABANDONED OR REMOVED. 2. THE CONTRACTOR SHALL BE RE5PON51BLE FOR THE PROTECTION OF ALL EXISTING MONITORIN6 WELLS, SURVEY MONJMENT5 d OTHER 5URVEY MARKERS DURING 001`15TRU6TION TO REMAIN SHALL BE PROTECTED FROM DAMA6E DURING CONSTRUCTION. SHOULD SAID ITEMS BE re It ce s DAMAC-ED/DE5TROYED DURING CONSTRUCTION, THEY SHALL BE REPLACED AT THE GONTRAGTOR5 EXPENSE. RESET EXI5TIN6 MONITORING WELL5 TO REMAIN AS NEGE55ARY ""WERE THERE 15 NEW CON5TR4TION. CONTRACTOR SHALL OBTAIN THE REWIRED PERMITS FROM THE PROPER _M15DIGTION d NOTIFY THE OWNERS ENVIRONMENTAL GON5ULTANT FOR ANY WORK CONGERNI% THE MONITORING WELLS, PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRAGTOR 15 TO NOTIFY PROJECT ARCHITECT IF 51TE CONDITIONS DISAGREE WITH M I Arch itect5, Inc. INFORMATION 5HOWN ON DRAWINGS. 4. THE INFORMATION REGARDING TH1S SITE PLAN WA5 OBTAINED FROM A BOUNDARY ARCH TEGTUREP L A N N I N G AND TOPOGRAPHIC SURVEY PREPARED BY RFI EN6INEERIN6, lNG.. THE CONTRACTOR SHALL VERIFY THE EX15TIN6 SITE GONDITION5, AND IN THE EVENT THAT A CONFLICT M /P N A G E M E N T OGGURS THE GONTRAGTOR SHALL NOTIFY THE PROJECT ARCHITECT BEFORE PROGEEDIN6 D E 5 1 G N WITH ANY WORK. M I ARCHITECTS, 1116. ASSUMES NO RE5PON5IBILITY FOR THE AGGURAGY 2221 OLYMPlG BLVD., OF THE 51TE PLAN OR PROPERTY LINE INFORMATION. 5. THESE PLANS ARE INTENDED TO COMPLY WITH THE CBG, 2016 EDITION, SUITE 100 6. CONSTRUCTION MATERIALS, A55EMBLIE5 AND PROCEDURESWALNUT CREEK, GA ARE TO FOLLOW LOCALLY g45� ADOPTED BUILDING CODES AND SUPPLEMENTAL ORDINANGEUR 5. WHEN A CONFLICT OGGS BETHJ EN SUCH LOCAL CODE AND INFORMATION 5HOWN ON THE PLAN5, CONSULT THE PROJECT a25-25-7-11.74 Tel ARCHITECT FOR RE50LUTION PRIOR TO 6OMMENGIN6 WORK. SUCH qZ5-q43-158I Fax -1.UG . SEPARATE CONTRACTS FOR 5H WORK AS PAVING, LANDSCAPING AND 516N INSTALLATION q25--q43-1 55 Cell MAY BE AWARDED BY THE CLIENT. IN ADDITION CERTAIN 5PEGIALTY ITEMS SH A5 LIGHTING FIXTURE5, D15%16ER5, ETC. MAY BE PURCHA5ED DIRECTLY BY THE CLIENT FOR DELIVERY TD muthana®t1t"QrGhiteGt.GOt71 THE 6ENERAAL WI CONTRACTOR, O NILL BE RESPONSIBLE FOR THEIR INSTALLATION COORDINATE 5GOPE OF WORK W/ OWNER THE GENERAL CONTRACTOR SHALL COOPERATE WITH yyWW rplQrGh(teGt.GOtYI AND COORDINATE THE WORK OF 5EPARATE GONTRAGTOR5. N� v m zQ0 �v ,Q�v� Z - z<1: z z J �-- z lu �r spa V z to O �°� to m ul OD j3: # y tk� --1 tt 1L o �o� —i }- Ul z LSU IL lu 00� �QQQ vv� lu ul » xz IL _D ARC ZSMA * e-296P 6/30/20ta �. RENE ATE REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE a I � X i� ISENERAL NOTE5 1. CONTRACTOR SHALL VERIFY LOCATION OF EXI5TIN6 PLUMBING AND ELECTRICAL EQUIPMENT TO REMAIN, TO BE GAPPED d ABANDONED OR REMOVED. 2. THE CONTRACTOR SHALL BE RE5PON51BLE FOR THE PROTECTION OF ALL EXISTING MONITORIN6 WELLS, SURVEY MONJMENT5 d OTHER 5URVEY MARKERS DURING 001`15TRU6TION TO REMAIN SHALL BE PROTECTED FROM DAMA6E DURING CONSTRUCTION. SHOULD SAID ITEMS BE re It ce s DAMAC-ED/DE5TROYED DURING CONSTRUCTION, THEY SHALL BE REPLACED AT THE GONTRAGTOR5 EXPENSE. RESET EXI5TIN6 MONITORING WELL5 TO REMAIN AS NEGE55ARY ""WERE THERE 15 NEW CON5TR4TION. CONTRACTOR SHALL OBTAIN THE REWIRED PERMITS FROM THE PROPER _M15DIGTION d NOTIFY THE OWNERS ENVIRONMENTAL GON5ULTANT FOR ANY WORK CONGERNI% THE MONITORING WELLS, PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRAGTOR 15 TO NOTIFY PROJECT ARCHITECT IF 51TE CONDITIONS DISAGREE WITH M I Arch itect5, Inc. INFORMATION 5HOWN ON DRAWINGS. 4. THE INFORMATION REGARDING TH1S SITE PLAN WA5 OBTAINED FROM A BOUNDARY ARCH TEGTUREP L A N N I N G AND TOPOGRAPHIC SURVEY PREPARED BY RFI EN6INEERIN6, lNG.. THE CONTRACTOR SHALL VERIFY THE EX15TIN6 SITE GONDITION5, AND IN THE EVENT THAT A CONFLICT M /P N A G E M E N T OGGURS THE GONTRAGTOR SHALL NOTIFY THE PROJECT ARCHITECT BEFORE PROGEEDIN6 D E 5 1 G N WITH ANY WORK. M I ARCHITECTS, 1116. ASSUMES NO RE5PON5IBILITY FOR THE AGGURAGY 2221 OLYMPlG BLVD., OF THE 51TE PLAN OR PROPERTY LINE INFORMATION. 5. THESE PLANS ARE INTENDED TO COMPLY WITH THE CBG, 2016 EDITION, SUITE 100 6. CONSTRUCTION MATERIALS, A55EMBLIE5 AND PROCEDURESWALNUT CREEK, GA ARE TO FOLLOW LOCALLY g45� ADOPTED BUILDING CODES AND SUPPLEMENTAL ORDINANGEUR 5. WHEN A CONFLICT OGGS BETHJ EN SUCH LOCAL CODE AND INFORMATION 5HOWN ON THE PLAN5, CONSULT THE PROJECT a25-25-7-11.74 Tel ARCHITECT FOR RE50LUTION PRIOR TO 6OMMENGIN6 WORK. SUCH qZ5-q43-158I Fax -1.UG . SEPARATE CONTRACTS FOR 5H WORK AS PAVING, LANDSCAPING AND 516N INSTALLATION q25--q43-1 55 Cell MAY BE AWARDED BY THE CLIENT. IN ADDITION CERTAIN 5PEGIALTY ITEMS SH A5 LIGHTING FIXTURE5, D15%16ER5, ETC. MAY BE PURCHA5ED DIRECTLY BY THE CLIENT FOR DELIVERY TD muthana®t1t"QrGhiteGt.GOt71 THE 6ENERAAL WI CONTRACTOR, O NILL BE RESPONSIBLE FOR THEIR INSTALLATION COORDINATE 5GOPE OF WORK W/ OWNER THE GENERAL CONTRACTOR SHALL COOPERATE WITH yyWW rplQrGh(teGt.GOtYI AND COORDINATE THE WORK OF 5EPARATE GONTRAGTOR5. N� v m zQ0 �v ,Q�v� Z - z<1: z z J �-- z lu �r spa V z to O �°� to m ul OD j3: # y tk� --1 tt 1L o �o� —i }- Ul z LSU IL lu 00� �QQQ vv� lu ul » xz IL _D ARC ZSMA * e-296P 6/30/20ta �. RENE ATE REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE - 155UE0 FOR CON5TRUGTION 05-Ob'177 155UED FOR PLAN CHECK - 155UED FOR PLANNING NO. DATE DESCRIPTION p" 06-16-1-1 REVISM PM PLAY_+lEGK GAITS A A 5� FLAN LEOEND d A PROPOSED NEW GONGRETE PAVING, 5EE DTL. 2 ON 5HT. 5D2 51TE PLAN ------------- EXISTING TO REMAIN EXISTING GURB TO REMAIN PROJECT #: 16-5053 DRAWN: JM CHECKED: 1-111 SCALE: AS NOTED DATE: 04-04-1-1 Bpi SHEET OF b,0 b,o 0.0 b.0 +0,0 b.0 b.0 b,0 b.0 b,0 +0,0 +0.0 b0 o b,o 0.0 b,0 b.0 b,0 b.0 b,o 0.0 +0,0 b.0 0.0 b,0 BURLWAY ROAD +0,0 b,0 +0,0 b.0 b,0 b.0 to b.0 0,o D.o b.0 +0,0 b.0 0,0 +0,0 b,o 0.0 b,0 b.0 +0.0 +0.0 to b,0 b.o 0,0 b,o b.o b,o b.0 b.0 b,0 b.0 '0,0 0.0 b,0 b.0 b,0 + + + + + b,0 0.0 D.o +0,0 b,0 b,0 to b,0 to +,o +o,o o,1 +0,1 b,1 b,i +0.1 b,1 b,i b,1 +0.1 0,0 b,0 b.0 ta0 to N67.57'38'E O 150,00' b,0 b,0 b,0 b,o b.0 b,o to 0,0 b.1 b.l +0 0.1 b.1 b.l 0.1 b,1 b.1 +0.1 0,1 1 1 l +0.0 b.o to to to b,0 to +0,0 0,0 to ti 1 b.1 b..1 +0,2 b.2 0.2 +0.2 +0,2 +0.2 b,l +0.1 b.1 b,l 1 b.0 0.0 b,0 +0,0 b.0 0.0 to +0,0 0,1 b.l b.2 0.2 +0, +0,3 b.3 0,3 b,3 b.3 b,3 b.2 +0.2 b,2 +0.1 01 b,1 to b,0 +0,0 +0,0 0.0 b,0 b.1 +0,1 0,1 t 2 0,3 +0.5 0.5 b.6 b.6 b.6 + 0,4 0.3 02 +0,2 1 0,1 +0;1 O o b,0 +0.0 to 0A to �2 +0.1 b,2 + 3 +0,5 i +0,7 0.9 1.1 1.1 2 � 1.1 O 1.0 b,8 0.6 +0.4 +0.3 to b.0 b,0 +0.0 b.0 +0,1 b.2 t.4 b,7 1.2 1.7 +2A +2,4 .5 �.5 I L(:)+2, I 1.5 11 b,7 b,4 b,3 2b,1 +0,0 b,0 to b.0 +0.1 b,l b.2 t 4 b.9 +2,0 3,2 +4,4 3,1 ,51 3,4 I [4,3,1 +2,0 1.1 0,7 i (D a ®0 1 �+�,�b.0 to to to b.l rGaJ 0,2 t3 1,1 +2,4 +6.6 b.5 10,8 2, 11,6 0, +9, +6,4 3,6 1.8 + 0,5 Jb72 b.0 b,0 b.0 b,0 b.1 +0,2 b,3 14 3,1 11.1 1115,11 1118.7 +23.3 # 2.109 �1� 0.i1 =1+18,5 11.9 3,7 +2,6 1, +0.6 .3 El F.Z � AZ a,�2 Al"Al"o Al +0.0 b.0 b.0 bA b.l 0 0,2 0.3 1,6 +4.1 15.6.9 35,8 32,0 +30,0 +.5 33,6 15,8 +7,4 .2 1.4 4 2 +0.0 to b.o +0.0 01 b.l +A2 b.3 1,6 +3,9 15.4 ikO +26.4 +31.4 30,6 +as.o +24.6 16.1 +8.0 .6 IIA211 "A211 "All' "A111 to b.0 to b,0 0,1 0,1 b,2 b,3 + 7 1,_ 3.1 +24,6 36,1 15.8 30,5 W.3 17.9 +8.4 O � f to +0,0 b.0 b,0 b,l b,1 +0.2 +0,3 t.7 1.6 ( +4,2 15.7 h0,7 +26,8 32.1 31.2 +8.5 +25.1 16,7 +8,2 +0,0 +0.0 to to +0.1 b,l b.2 0.3 +7 r1l +4,0 14,9 � +25.3 31.2 30,1 16!4 +22,7 16A +7.6 3 FOOD MART *.* O OPH "A2�� 1O 0 1 Al r b,0 +0.0 b.0 +0,0 0,1 +0,1 +0,2 0,3 1,5 +3.5 13.0 17,6 +21,4 +26.6 +25,6 +23.1 +20,8 13.3 +6.2 ,8 FU b,0 +0,0 +0,0 b.0 b.1 b,1 b,2 0,3 t.5 1.1 +2,5 + 5 �,8 12.6 14,6 14.1 12.9 11.2 +7.7 +4,1 0 +0.0 b,0 b,0 b.0 0,1 b.i b.l b,2 b.91 +2,1 3.8 3,2 +6,2 +6,7 +6,5 +6,0 3.1 +3,7 +2,3 13 b0 b0 +00 00 b0 01 01 +02 08 13 19 +25 +29 31 30 38 +24 18 a O b,0 b,0 to b,0 +0,0 b,1 +0,1 b.2 + 0, +0,8 1.0 13 1.4 1.4 1,4 1.3 11 D ® 0 CARWASH +0,9 TUNNEL b,o to b,o +0,0 b,o b.0 b,o b,0 b.0 b.o b,l b,0 b,l +0,1 b,1 b.l t b.4 bi b.4 b.2 b,5 b,6 b.7 b,3 b,3 b,4 b,7 b.7 b.4 b,4 b.7 +0,4 b,6 b,5 O b,3 b,3 O ® O b.0 b,0 to to b,0 b.0 b.1 b.l 1 .1 —0.2 .2 2 0 2 �2— -T2 �2— Iso,00' +0,0 to b,0 to b,0 b,0 to b1 t aI b,l 0.1 b,1 b.1 +0.1 + + + 0.0 b.0 b.0 b,o b,0 b.0 +0,0 b.0 t 3�.0 b.0 b,l +0.1 b.1 +0.1 +0.1 b.l +0,1 b,1 Based on the information provided, all dimensions and luminaire locations shown represent recommended positions, The engineer and/or architect must determine the applicability of the layout to existing or future field conditions, This lighting plan represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with The Illuminating Engineering Society LIES) approved methods, Actual performance of any manufacturer's luminaires may vary due to changes in electrical voltage, tolerance in lamps/LSD's and other variable field conditions, Calculations do not include obstructions such as buildings, curbs, landscaping, or any other architectural elements unless noted. IN N O r 1'M CRUS-SC-LED LED CANOPY LIGHT — LEGACY SIDE VIEWS BOTTOM VIEW CRUS-AC-LED Luminaire Schedule Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr, Lum, Lumens Arr, Watts BUG Rating ® 6 Al SINGLE CRUS—SC—LED—LW-50 1,000 N,A, 10871 87.9 B3—U0—G1 �® 6 A2 SINGLE CRUS—AC—LED—LW-50 1,000 N,A, 8746 82.9 B2—U0—G2 Calculation Summary Label Ca(cType Units Avg Max Min Avg/Min Max/Min ALL CALC POINTS Illuminance Fc 2,79 36A 0,0 N,A, N,A, CANOPY Illuminance Fc 23.83 36,1 11.1 2.15 3.25 REVIEW DEPARTMENT BURLINGAME BLDG This plan check shall not be Construed to be a permit For, or and apProval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION — REVIEWE1D BY�-- Total Project Watts Total Watts = 1024.8 0 '0 I0000 AWANLE R4 CINCIKMTI, OHIO 45242 UM(313) 793-3E00 9 FAX (SM 793-6023 LIGHTING PROPOSAL LO-137716-A BAYSHORE SHELL 1390 OLD BAYSHORE HWY BURLINGAME,CA By,MWE F4-11-17 �EV, SHEET i OF i SCALE: 1"=16' 0 16 � COLUMN � D15PEWER A.G. PAVING EQ. EQ. 3/8" RAO. -LIP -TYPICAL G,ONRET-E SLAE3 #4 REBAR AT 18" O.G., -- -- — 6"0 STEEL PIPE GUARD E.W. AT DRIVE SLAB POST, E D _ " J ON SS (TYP) 4i J GONGRETE SLAB � '' t .'c j ll 1.. \ . I , ,�1 �. • �T� r ! { �_,i `�1 l`._ •..li�J�" -\,ur.`, t V._]:":`�. )+?.`\`..�`�` , -i>_� ;� ;':�= -,�-7 ..J -fir n; :�y=�- _;r r i' '< . i � J ,C� r J �r �t ��: CLASS 2 AGGREGATE BASE 7� J� 1 .;1�''lt�r, tf1 r/'r .�;: i C•'���.^t` (��7��:=�-I�. ;(>(�Cf r��) \% COMPACTED TO MINIMUM d� y �.J CONTROL JOINT, SEE DTL. 7 ON - --- —FUEL DISPENSER, j) \, ; \ ' ` \ \\,, /\ `/ \. __ 1 ,)i'Jt J,'CLa �f,J., >r ) • 1: ,;. J, q5% RELATIVE COMPACTION ' . '. , r. : �. ,/ . / `"� THI5 5HT. (TYP) SEE DTL. 8 8 13 �!-,��% j / ,;'// \; ;\;' . /'\ f _ ` `,.;; ;\\'; ;;�`'.. ;; `"�',�;`.:`•; ,: DENSITY SEE SPECS. E J E J ON THI 5 5HT. (TYP) �\%\ ":\\'' GLARIFY AND RE-GOMPAGT `�. ��` •'`,� , ,� ��•\�' �;> '( CLARIFY AND REGOMPAGT 5'-0" TOP OF 5t1B-GRADE TO A j;•//; / : / . / i:� ; ; \ TOP OF SUB -GRADE TO A %, \ : .\ .' `. .- /•. \' \ \.'; \ /' ,; \ \.... \ MIN. OF q5% RELATIVE EXPANSION JOINT, SEE DTL. 12 ON (N.T.5) MIN. OF q5% RELATIVE . '`'' ',,i/'' '/ \ ``\ \ TH15 5HT (TYP) TYP CLASS 2 AGGREGATE BASE COMPACTED TO MINIMUM �`•; / �'": /':\ \ ` �'`. ` ' \.\�'�`• `. C GANOPY GOLUMN, TYP. (COLUMN BY OTHERS, N,I.G)5% APPLY A "TACK GOAT" OF qRELATIVE COMPACTION rt ASPHALT TO VERTICAL FACE OF DENSITY, SEE SPECS. ALL CURBS, GiUt CERS AND STRUCTURES �/ � 6 BELOW THE PAVING SURFACE w *' 0�� LL, ' V NOTES: REPRE5ENT5 SEE STEEL FABRIGATION DRAWINGS LEVEL AREA FOR COLUMN 51ZE (BY OTHERS, N.I.G) NOT USED 4 NOT USED CONCRETE 5L�B EDGE 2 CONCRETE FAVING D15PEN5ER BLOCK PLAN NOTE: GONTRAGTOR SHALL VERIFY THE _MT GRADE SLOPE OF THE ACCESSIBLE AREA. CONCRETE PAVEMENT SHALL BE 2% SLOPE (MAX) IN ANY DIRECTION. REINFORCEMENT BARS IH CANOPY DOWN5POUT IN (WHERE THEY OCCUR) COLUMN (BY OTHERS, N.I.G) P GROWN MAX. FROM SAW GUT WITH GRAGK TOOL OR TOOLED JOINT. ( I I — 150LATION JOINT AROUND COLUMN, SEE DTL. If ON THIS SHT. DRIVE SLAB TO FILL W/ ELA5TROMERIC I I I DISPENSER BASE SEALANT UP TO i'4" (MAX) BW ELOGONG. FIN15H (TYP) EXPANS 1O ION JOINT, SEE JOINT, FUEL DISPENSER (TYP) I I I DTP. 12 T I/4" RADIUS DRIVE SLAB GONG. DRIVE SLAB I-• i U z if I ANCHOR BOLTS PER STEEL FABRIGATOR DRAWIN65 i\`/ ; (BY OTTERS, KI.G) PUMP NOZZLE X 4 H05E (TYP)GRAVEL DISPENSER INSTALLATION SHALL COMPLY W/ SIDE REACH ( -- GARD READER REQUIREMENTS PER CBC 2016, SECTION II13-308.3.1 4 2 - NOTE: LEAORM I 30" x 48" GLR. LEVEL ACCESSIBLE AREA EQ EQ. -- I. CONTROL JOINT ® 10'-O" MAX. AND 5-0" MIN. ® SIA DEWLK. CONNECT TOOT DRAIN ' PIPI, SEE CIVIL DWGS. NG ac GOLUMN FOOTING PER STEEL � OF CARD READER FABRICATOR DRAWINGS ' (BY OTHERS, N.I.G) 10 NOT U5ED NOT U5EP a ACZE551BLE CLEAR AREA @ FUEL P15PEN5ER -7 CONTROL JOINT DETAIL CAN COLUMN SECTION N.T.S. 1 1/2"=T-0" 1/2" = T-O" CENTERLINE OF FUNCTIONAL PART _ 24 MAXIMUM CENTERLINE MIN. CLEAR HEIGHT OF TOP KEY5 d (TYPICAL) CIO TYP. JOINT TOOLED JOINT ELA5TOMERIC SEALANT 3/5" 1/2" cD x 18" OILED 1/4" RADIUS IF PLASTIC SMOOTH STEEL DOWEL INSERT 15 NOT USED STEEL PIPE 1/4' RADIUS (OR TUBE STEED TOOL EDGE -- ELA5TOMERIC SEALANT CARD SLOT OR ALTERNATE CONTROLS ATTACHED TO OR WITHIN THE FUEL DISPENSER-T; _ — cv — 3/8" PRE -MOLDED EXPANSION G DISPENSER INSTALLATION SHALL COMPLY W/ 5VE REACH 3"X, BACKER ROD INTERRUPT REINFORCING AT MATERIAL (FULL DEPTH OF GONG. 5EGTION) <7 REQUIREMENTS PER GBG 201b, 0 0 0 JOINT (A5 APPLICABLE) I6A a 5EGTION IIB-308.3.1 d 2 000 (STEEL POST) 3/8" PRE -MOLDED - EXPANSION MATERIAL ❑ i ( FULL DEPTH OF CONCRETE) IbB NOTE: - (TUBE STEEL) 055TRUGTION I I I. EXPANSION JOINTS ® 15-0" MAX. (WHERE OGGUR5) -- — - -- ----- I I ADJAGENT GRADE — II NOT U5EP 14 MnO, USED D15PEN5ER CARD READER 12 EXPAN5ION JOINT DETAIL 1 15OLATION JOINT SECTION N.T.S. _ — 4" - 6" T.5. OR : k 4" 4) - 6"4) STEEL PIPE W/ WELDED STEEL \ W TOP. FILL N GONG., Q PAINTED: "WHITE" (TYP) BOTTOM 12" OF GUARD GUARD - - 150LATION JOINT Iv POST PAINT SHELL "GRAY" POST (TYP. ® FUEL 15LAND5) \0 REVIEWED _N Z_ \'' BURLINGAME BLDG DEPARTMENT LL -EXTEND FOOTING TO ,. :., `" This plan check shalt not be W 5URFAGE WHEN YARD construed to be a permit of any }O 5JRFAGE 15 ASPHALT For, or and approval violation of the provisions of m Burlingame Building Codes I I Q APPROVAL PENDING FINAL - YARD 5URFA6E ;;>• , < ,_ ;,• ;<,," :, >: FIELD INSPECTION r !�" REVIEWED By_ __DATE______- > >. kx- a` T5. GUARD 150LATI P05T " ON JOINT LL In = 18"�P GONGR.ETE FOOTING B .Y . FOR SECTION DETAIL SEE DETAIL 11 ON THIS SHT. 20 NOT U5ED NOT USED a NOT U5ED CGUARD POST ISOLATION JOINT ,,Fa - - - 3/4" 3 , = V-0" Lyl 04 rAtiiectd M I arch I ect5, Inc. ARC, HITEGTURE PLANNING MANAGEMENT D E 5 1 G N 2221 OLYMPIG BLVD., SUITE 100 WALNUT CREEK, GA 945a5 a25-28-7-1174 Tel a25-a43-1581 Fax q25-8-18-a8i5 Gell muthona®mlarchltect.com WWW.mlarch itect.com * C-29627 = y b/30gq 1 RENEWA\\` 155UED FOR GON5TRUGTION 05-08-11 155UED FOR PLAN GHEGK 155UED FOR PLANNING NO. DATE DESCRIPTION a 0 SITE DETAIL5 PROJECT #: 16-5053 DRAWN: JM CHECKED: MII 5GALE: AS NOTED DATE: 04-04-1-1 sae SHEET OF DESCRIPTION LEGEND EXISTING PROPERTY LINE ROW EASEMENT LOT LINE CENTERLINE SW, CURB & GUTTER DITCH EP STORM DRAIN SANITARY SEWER WATER FIRE SERVICE GAS LINE SDMH DROP INLET 2'x3' DROP INLET DIRECTION OF SURFACE FLOW OVERLAND RELEASE PATH SSMH SSCO FIRE HYDRANT P/V FDC WATER VALVE WATER METER CONCENTRIC REDUCER REDUCED PRINCIPAL PRESSURE ASSEMBLY REDUCED PRESSURE BACKFLOW PREVENTER PIPE CAP MONITORING WELL JUNCTION/PULL BOX UNDERGROUND UTILITY VAULT UTILITY POLE UTILITY POLE WITH LIGHT STREET LIGHT DOUBLE POST TOP STREET LIGHT FENCE RETAINING WALL BLOCK WALL INDEX CONTOUR INTERMEDIATE CONTOURS TREE SIGN GRADE BREAK LINE BOLLARD ACCESSIBILITY RAMP CONTROL POINT N FINISH FLOOR ELEVATION r' FINISH GRADE ELEVATION o (ASPHALT CONCRETE) MATCH (E) GRADE ELEVATION 31 TRUNCATED DOMES PROPOSED i ' \ip r r M� , SS S5p`Z. r r r r r r 4f_ � r \ r r / / 0 PIP 6 GG / PROJECT SITE a P 0 e9} �y N �RPNC`SGO gPzi syo �, SP s O AIRPORT BOULEVARD VICINITY MAP NOT TO SCALE P�4 (°`�° / UTILITY NOTES: HE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING .� J / � � DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND \ \� n �r / / r / o \ UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. � \ \ THE SURVEYOR FURTHER DOES NOT GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN ARE �` IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS , % \ ���,E y '4� \ \ ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY `'1 R/'' �P� ¢�6 5� 7.25 \ LOCATED THE UNDERGROUND UTILITIES. CP 4 MAG "L \ \ \ TOPOGRAPHIC SURVEY: ° INSTALL 8 LF 4" C900 j \\ \\ RFE ENGINEERING, INC CL 200 PVC PIPE W6 \\ \ \ \ DATE OF SURVEY: JANUARY 30, 2017 INSTALL 55 LF 4" C900 W2 ` 0 \\\ \ BENCHMARK. \\ SAWCUT AND CL 200 PVC PIPE /` \ THE BENCHMARK USED FOR THIS SURVEY WAS THE CITY OF BURLINGAME BM NO. 322, WHICH IS A \ �� TRENCH FOR (P) FIRE / -, /' \\ \ NAIL AND WASHER STAMPED BM-322 SET IN THE TOP OF CURB LOCATED ON THE SOUTHWESTERLY \ \ \ SERVICE. REPLACE W3 r -/ \\ o \ \ SIDE OF THE OLD BAYSHORE HIGHWAY BRIDGE OVER A WATER CANAL BETWEEN BURLWAY ROAD )) A 1 PAVEMENT IN KIND. ° �� / \ \ �� \ AND MAHLER ROAD. ELEVATION = 7.85 FEET (CITY DATUM). 0. \�G�P SC X �/ �� B i A. . /� \ W5 \ BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF BURLWAY ROAD AS SHOWN ON 4 . O \ \ \ 1 \ 0 \ \\ \ THAT CERTAIN MAP RECORDED IN VOLUME 55 OF PARCEL MAPS AT PAGE 51, VOLUME 69 OF PARCEL \ \ �N �N � \ \� \ \ �d� `� off° �i •' \ MAPS, PAGE 18 AND IN VOLUME 47 OF MAPS, PAGE 15, SA MATEO COUNTY RECORDS, THE BEARING WHICH IS N67°5736"E. o �� '' °�� \ FLOOD PLAIN: \ \ \\\ \ \' \\ \ 1. PER THE FEMA FLOOD RATE MAP N0, 06081C0151E, DATED OCTOBER 16, \ \ a ° W3 \\ \ 2012, THE PARCEL IS IN ZONE X (OUTSIDE OF THE 100 YEAR FLOOD PLAIN). PCC FUELING PAD AND UNDERGROUND TANK PAD BY OTHERS. SEE \ \\\ INSTA 5 LF 4" C9004 ° �; " SAWCUT AND \\\\ \ \ \\ \\\ \ CL,240 PVC P/PdE \\ TRENCH FOR (P) FIRE \ \ ARCHITECTURAL PLANS. ` \\ ° 4 ° • a \\ ° W4 ° • • ° a SERVICE. REPLACE \ r ° °. \\ PAVEMENT 1N KIND. \\ \ r \ \\\ \\ \ a 4\ INSTALL 19 LF 4 t3900 r \ \\\ \\\ 4 ` CL 209PVC PIPEa \ r \\ d _44.4ssco \\ \ 20.5' ° / 2. r �- sco \\ \\ ,� \)5n \ \\ ° 1 CP Ljj Uj o ABBREVIATIONS. \ \ \ \\ \\ \ Ch \\\\\ LLJ AB AGGREGATE BASE FF FINISH FLOOR \ \\ \\ 1 \ R PROPERTY LINE \ \ \ \\ \\ \\ \\\\ \ o AC ASPHALT CONCRETE FG FINISHED GROUND POC POINT OF CONNECTION ACP ASBESTOS CEMENT PIPE FH FIRE HYDRANT PUE PUBLIC UTILITY EASEMENT ` \ \ \\ \ \\� ACWD ALAMEDA COUNTY WATER DISTRICT FL FLOW LINE RC RELATIVE COMPACTION \ Cr)\ \ \\ \\ \ \\\ y ARV AIR RELEASE VALVE FS FIRE SPRINKLER RCP REINFORCED CONCRETE PIPE N \ \ \\ \\ \ \\\ Y BLDG BUILDING GB GRADE BREAK ROW RIGHT-OF-WAY \\ \\\ BOC BACK OF CURB GR GRATE ELEVATION RT RIGHT TURN OR RIGHT \ \ \ \\ \\ BOW BACK -OF -WALK GV GATE VALVE RPPA REDUCED PRESSURE \ `') o BSL BUILDING SETBACK LINE HDPE HIGH DENSITY POLYETHYLENE PRINCIPLE ASSEMBLY \ \ \\ \\\ \ •� \\\ \\ C BW BOTTOM OF WALL HP HIGH POINT RW RETAINING WALL \ \ \\ \\ \\\ CAB CABINET /RR IRRIGATION SDMH STORM DRAIN MANHOLE m CONC CONCRETE INV INVERT SD STORM DRAIN D 3 C&G CURB & GUTTER JP JOINT POLE SE SOUTHEAST = CG&S CURB, GUTTER & SIDEWALK LF LINEAL FEET SS SANITARY SEWER s CH CHORD LIP LIP OF GUTTER SSCO SANITARY SEWER CLEAN OUT CENTERLINE LP LOW POINT SSMH SANITARY SEWER MANHOLE \ \ \ m° CMP CORRUGATED METAL PIPE LT LEFT TURN OR LEFT SW SIDEWALK OR SOUTHWEST \ \ \ \ o COTG CLEANOUT TO GRADE MAX MAXIMUM STA STATION \ CPC CALIFORNIA PLUMBING CODE MH MAINTENANCE HOLE TC TOP OF CURB \ \ 0) CR CURB RETURN MIN MINIMUM TW TOP OF WALL \ �2 CTV CABLE TV NE NORTHEAST UNO UNLESS NOTED OTHERWISE \ \ o DCDA DOUBLE CHECK DETECTOR NW NORTHWEST W WATER \ ASSEMBLY OC ON CENTER WM WATER METER \ \ DI DRAIN / DROP INLET OH OVERHEAD WSP WELDED STEEL PIPE \ DIP DUCTILE IRON PIPE OHT&E OVERHEAD TELEPHONE & ELECTRIC WV WATER VALVE \ \ o (E) EXISTING OMP OPEN METAL PIPE VCP VITRIFIED CLAY PIPE \ n EC END CURVE (P) PROPOSED VIF VERIFY -IN -FIELD \ \ EP EDGE OF PAVEMENT PCC PORTLAND CEMENT CONCRETE \ a FDC FIRE DEPARTMENT CONNECTION PIV POST INDICATOR VALVE FF=127.00 X 127.50 0 RP C ■ PB f N x x —25 --� T GB • 0000 0000 0000 nnnn 100 100.00 PK FF=127.00 13.34 AC 13.61 AC MATCH (E) •o^'o"'�° o0000o a Know what's belOW. Call before you dig. or (800) 227-2600 r / 20 0 20 40 SCALE:1 "=20' FIRE DEPARTMENT PERMIT NOTES: 1. OWNER SHALL OBTAIN UNDERGROUND FUEL TANK REMOVAL PERMIT FROM FIRE DEPARTMENT PRIOR TO PLAN APPROVAL. 2. OWNER SHALL OBTAIN FIRE SPRINKLER PERMIT FROM FIRE DEPARTMENT PRIOR TO INSTALLATION. REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL (FIELD INSPECTION REVIEWED BY___DATE GENERAL UTILITY NOTES: ____ 1. CONTRACTOR TO VERIFY UTILITY CONNECTION LOCATIONS AT CANOPY WITH THE CANOPY PLANS PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL POTHOLE AND VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO THE INSTALLATION OF PROPOSED UTILITIES. ANY UNANTICIPATED CONFLICTS SHALL BE REDESIGNED PRIOR TO BEGINNING WORK. 3. ALL TRENCHING AND BACKFILL FOR WATER UTILITIES SHALL COMPLY WITH CITY OF BURLINGAME WATER SYSTEM STANDARD SPECIFICATIONS. 4. ON -SITE FIRE SERVICE SHALL BE CONSTRUCTED WITH PVC C-900 CLASS 200 PER CITY OF BURLINGAME SPECIFICATIONS. PROVIDE LOCATION (TRACER) WIRE OVER PVC PIPING. PIPING UNDER FOUNDATION/FOOTINGS TO BE DUCTILE IRON FLANGE TO FLANGE. WATER CONSTRUCTION KEYNOTES: W1 CONNECT TO EXISTING FIRE SERVICE LINE WITH 4" TEE AND THRUST BLOCKS PER CITY OF BURLINGAME DWG NO. W-1810. W2 INSTALL 4" 45° FITTING WITH THRUST BLOCKS PER CITY OF BURLINGAME DWG NO. W-1810. W3 INSTALL 4" 90° FITTING WITH THRUST BLOCKS PER CITY OF BURLINGAME DWG NO. W-181 a W4 CONNECT TO FIRE RISER. VERIFY LOCATION OF RISER WITH CANOPY PLANS PRIOR TO CONSTRUCTION. W5 PROVIDE 12" MINIMUM VERTICAL CLEARANCE BETWEEN (P) FIRE SERVICE AND (P) FUEL LINES. SEE FUEL SYSTEM PLANS BY OTHERS FOR DETAILS OF FUEL LINES. W6 INSTALL 4" GATE VALVE WITH VALVE BOX PER CITY OF BURLINGAME DWG NO. W-1809, 0 CL CL < Q 0 z 0 w O z C4 w L_ L_ w U z z w M �a V) z z z 2 0r o 0 I 0 o > V ` F �I U� H m� y ^ U C O k d �o 12 a N 14 ^; a 4� �o r 4: Co4 _ W N � � N 4 `J w W 1 M�o J Cr r Apr M Q)Uj0QVit, QN�Q� W �za Q DO et V w < MQQrho o z Q :D Q m J Wwo W = LL W ry C V , O W � C/) Om� Q � W m 0 T MQ � 3 O �i V- mLift- f 00 O 00 Drawing Sheet C I Ztk U — of of Total LLJ O a- W LL- 6-28-2017 LTA A GA2 (m') (TYP) NEW INTERNALLY ILLUMINATED 5HELL PEGTEN 516N, (BY SEPARATE PERMIT, N.I.C), TYP. OF 3 - I I W b"cP GUARD POST, ( i (TYP. OF 8) 5D2 (TYP.) I .4 t O� NEW REGE55ED, FLAT I J — L L J — J LEN5 LIGHT FIXTURE, 5EE 5HT. GEI (TYP. OF 12) tMULTI -PRODUCT • • DI5PEN5ER (TYP. OF 4) --- — . IL LJI TYPE 2-A-.20-5:G FIRE EXTINGUI5HER, SEE 5HT. F.3 (TYP. OF 2) - EJ 'E J EJ EJ: EJ. EJ EJ C A2 L J L ,, LI-J L -i — GC I . NEW CANOPY GOLUMN, GONNECT ROOF DRAIN TO UNDERGROUND 5TORM DRAIN SYSTEM (TYP. OF 4), 5EE CIVIL CANOPY FABRIGATOR OWG5. ---- - - GONG. DRIVE SLAB, SEE DTL. 2 ON SHT. 592 (TYP)CN --- - — __ �� �� F 7 — 06 4z o N E — — w T 1] N LINE OF CANOPY ENTIRE DRIVE SLAEf E ABOVE (np) _ SHALL BE LEVEL (2% MAX. IO,-O" 5LOPE IN ANY DIRECTION) lo,-0a 10 MIN. MIN. 9 c� Ad 10'-10" 33'-O" 10'-10" M 00 54'-5" cn rn c .Y E CL a> 3 REVIEWED BURLINGAME BLDG DEPARTMENT E This plan check sPhall not be 0 c rmit construed to broval of any For, or and aPP Provisions of m violation of the P , Codes Burlingame Bu11( - 3 APPROVAL PENDING FINAL FIELD INSPECTDA�E--- — o REVIEWED By, --- M o, 0 0 rn Co Co I NORTH cp FUELINS CoANOP"r FLAN a_SC ALE. 3164' = V -0' FEET GRAPHIC SCALE: 3/Ib" = I'-O" i V4 rGltteGtS M I Architects, Inc. ARGHITEGTURE PLANNING MANAGEMENT D E S I G N 2221 OLl'MPIG BL\/D., SUITE 100 WALNUT GREEK, GA g45g5 q25-287-1174 Tel q25-q43-1581 Fax q25-8- 5-g875 Gei l muthana®mlarchitect.com www.mlarchttect.com �v NIo <m a- i z J�QUL CD Q Z— z<2: CX < z v �>s i- �1 Uj ° MMN U1 �n ll� V U1 L lL x Q }- Z z° touizc' tu <ualay <<VQ Q�z IU � zzw > > �- v- UJIS61 ,tj''''SED ARC - 155UED FOR CONSTRUCTION 05.06-11 155UED FOR PLAN CHECK - 155UED FOR PLANNING NO. DATE DE5GRIPTION Q FUELING CANOPY PLAN PROJECT #: 16-5083 DRAWN: JM CHECKED: MII 56ALE: A5 NOTED DATE: 04-04-1-7 Al SHEET OF E a I O N a a a 0 E a� w 0 0 E rn 3 d v I tM CD O I ca c E : N 3 fl 0 o" c m T 3 v L 0 s v m -o 0 O m M 00 O I i U N O O.. I FLAT PANEL FASCIA SHELL "WHITE" (TYPJ FLAT CANOPY FA5GIA "WHITE" W/ 5HELL "RED" t "YELLOW" VINYL 5MPE5 (FACING INTERIOR OF PROPERTY) FLAT PANEL FASGIA W/ CURVED FA5GIA PANEL, 5HELL "YELLOW" (TYP. 2 51DE5) 161-011 FLAT PANEL FASCIA W/ ILLUMINATED BAR 5HELl "RED" (TYP. 2 510E5) NEW CANOPY COLUMN, PAINTED SHELL "WHITE" (TYP) DI5PEN5ER (TYP) GUARD P05T, PAINTED COLOR: "SHELL WHITE" (TYP) FINISH SLAB — 41" x 41" INTERNALLY ILLUMINATED SHELL PECTEN 516N OVER 5EPARATE PERMIT), TYP. OF 3 NEW CANOPY COLUMN, PAINTED SHELL "WHITE" (TYP) VALANCE (TYP) 015PEN5ER (TYP) GUARD P05T, PAINTED COLOR: "SHELL WHITE" (TYP) Ak o'-O" _ FIN15H 5LAB — — A �NORTH CoAN0F*'l'ELX\/ATl0N (FAISINS BURL^A*,r RCA:;�. 3/1ro" = 1'-ON = WEST GANOPY ELEVATION "g, %3/1(0" = 1'-0" M�l —11 FACING BAYSHORE HIGHlNAY "INTERNALLY TED SHELL PECTEN 5I6N `.PARATE PERMIT), TYP. OF 3 � J �5GIA PV A PANEL, SHELL 2 51DE5) 15GIA W/ AR SHELL ;IDES) c �::cr�, rnudTED SHELL "GRAY" (TYP) REv1EvvED BURLIIJGAME BLDG DEPARTMENT This plan check shall Bombe construed to be va of any lt For, or and aPP violation of the provisions of Burlingame Bui:ding Codes APPROVAL PE�:Dt TIONNAL FIELD If�SPECoATE—_- REVIE%NED By-- 5 rJ 10 FEET GRAPHIC, 5GALE: 3/16" = 11-O" ,4 re4iiecis M I Architects, Inc. ARGHITEGTURE PLANNING MANAGEMENT D E S I G N 2221 OLYMPIC, BLVD., SUITE 100 NALNUT GREEK, GA g45a5 g25-28.7-1174 Tel a25-1143-1581 Fax g25-878-g875 Gell muthonoamlarchltect.com W W W.fl1lQrGhlteGt.GOm F- W = Wul I W = DC � W ai 0)Q �n o tl1�Q U4� Q — IL N In d z- z<1: pu- Qz �vILI sQ OzLL mow w uzQ z�w P LL z° °u zQ� oo� vU� }- FL Z lu to 4 u- u- ARC/y� T\C, * : C-29627 = ti �J-RENEWA - D ` 155UED FOR G0N5TRUGTION 05-05-11 155UED FOR PLAN CHECK - 155UED FOR PLANNING NO. DATE DE5GRIP'nON 0 FUELINC6 CANOPY ELEVATIONS PROJECT #: 16-5083 DRAm:.lM GHEGKED: MII 5GALE: A5 NOTED DATE: 04-04-1-1 W�� REVISIONS BY oo LO cY) O mot• O 1f) M 0) F 0) M v -0 U M > LL +_ m Q i 00 N N N N LO N 0 N U) N s- 't m LO m 3QX • U //�{{{�tt ` w 0Iw U 'n �0M U•prn �to ' LL 0— ,-pui p U NW0 y� `H. Q .2 d. 0=� C- a) cU o Q .0 U) U= v C3) � a� cm E Co � -0 0) >, 0 Cu V-- o m o� a � W .� QC: N E 0U.� U C;) LL Date: 05/03/17 Scale: Drawn: MPM Job: 170409 Sheet: T24 Of Sheets W O z a W v_ E .n v a> ro 0 E 3 0 w 4 tM CD O Ln cl- cD / -co cn 3c i a� E 0 o� c 'C m 3 0 r T m 0 0 0) r2 M 00 O LO I cp U 'o ti 1 vi S22'57'38"W 28.99' R=20.50' L=32.20' d=90*00'00" ELECTRICAL PEMOL.ITION PLAN 5CALE: I'= 10'_0' 10 O 5 10 20 FEET GRAPHIG SCALE: I" = 10'-0" KEYNOTES /GENERAL NOTES aEXISTING LIGHTING, POKER AND 516NAL IN THI5 AREA REMAIN IN SERVICE. PROVIDE ALL NEGE55ARY WIRING REVISIONS AS REQUIRED TO SERVE EXISTING LIGHTING, POWER AND SIGNAL FROM NEh PANEL. REMOVE EXISTING BRANCH CIRGUIT WIRING AND PROVIDE NEN WIRING. UTILIZE EXI5TIN6 CONDUIT, CONDUIT SEAL TO THE EXTENT P0551BLE OR PROVIDE NEW TO SUIT FIELD CONDITIONS. EXISTING LIGHTING, POKER AND EQUIPMENT SHOWN FOR REFERENCE. FIELD VERIFY E45TING CONDITIONS AND RE -ARRANGE WIRING AGGORDINGLY. PRIOR TO REMOVAL TRACE ALL CONDUIT, WIRING, CABLING WITHIN THE AREA BACK TO THE EQUIPMENT FROM WHICH THEY ARE SERVED. IDENTIFY AND LABEL ALL ITEMS TO REMAIN AND ALL ITEMS TO BE REMOVED. PRIOR TO STARTING WORK, COORDINATE WITH OWNER REPRESENTATIVE ANY EQUIPMENT SHUTDOWN AND REWIRE TO SUIT NEh EQUIPMENT ARRANGEMENT. WHEN AN ITEM(5) 15 NOTED AS BEING REMOVED, THI5 SHALL INCLUDE DEVICES, EQUIPMENT ITSELF, COVER PLATE, WIRING, BACKBOX, CONDUIT SUPPORT, ETG. BACK TO EQUIPMENT FROM NHIGH SERVED. bWERE GONDUIT(5) ARE THROUGH SLAB(% SAW GUT EXISTING SLAB AND REMOVE WH CONDUIT. REMOVE EX15TING GONDUCTOR5. OBTAIN DIRECTION FROM ARCHITECT AND STRJUGTURAL ENGINEER PRIOR TO 5Ah CUTTING. REMOVE ALL BRANCH CIRCUIT COMPLETELY. EXISTING UNDERGROUND CONDUIT NHIGH SERVES EXISTING 51TE LIGHTING, 516NA6E AND OTHER RELATED 51TE EQUIPMENT. IDENTIFY EXISTING CONDUIT BELOW EXISTING SLAB AS REQUIRED TO SUIT. KEEP EXISTING UNDERGROUND WIRING IN SERVICE. PROVIDE NEGE-55ARY WIRING REVISIONS TO KEEP EXISTING DEVICE IN SERVICE. 8 THERE ARE SEVERAL FUEL GONTROL PANEL SUCH AS VEEDER-ROOT, FUEL SYSTEM POKER BOX, DISPENSER, NAYNE CONTROL PANEL AND ALL RELATED POWER AND 516NAL. COORDINATE WITH OTHER SECTIONS OF WORK. RE -USED OR PROVIDE NEN TO SUIT EXISTING FUEL SYSTEM CONTROL AND MONITORING SYSTEM. aALL UNDERGROUND CONDUIT MUST BE IDENTIFIED. REMOVE EXISTING CONDUIT AT LOCATION THAT SUITABLE WITH NEW DISPENSER, UNDERGROUND TANK AND NEW CANOPY. COORDINATE LOCATION WITH CANOPY FOUNDATION AND FUEL SYSTEM EQUIPMENT SUPPLIER. 10 REMOVE EXISTING LIGHT FIXTURE AND CANOPY LIGHTING. REMOVE EXISTING BRANGH GIRGUIT CONDUCTOR d EXISTING CONDUIT TO THE EXTENT P0551BLE SHALL REMAIN TO SUIT FIELD CONDITIONS. PROVIDE NECESSARY REVISIONS TO KEEP EXISTING BRANCH CIRCUIT CONDUIT IN SERVICE. II THERE ARE SEVERAL GUTTER PULL BOXES KITH UNDERGROUND CONDUIT WITH SEAL CONNECTION TERMINATED INTO GUTTER. REMOVE ALL UNDERGROUND GONDUIT, GUTTER, WIRING AND A-SWGIATED COMPONENTS TO SUIT FIELD CONDITIONS. 12 EXISTING PANEL "B" AND PANEL "C" INTEGRAL TO FUEL SYSTEM POKER BOX WHICH SERVES EXI5TING FUEL SYSTEM CONTROL PANEL. REMOVE EXISTING BRANCH CIRCUIT WIRING. EXISTING CONDUIT TO REMAIN UTILIZED TO SUIT FIELD CONDITIONS PROVIDE ALL ADDITIONS AND MODIFICATION TO SUIT FIELD CONDITIONS. n13 EXISTING FUEL CONTROL PANEL TO BE REMOVED OR MODIFIED TO SUIT KITH NEW FUEL DI5PENSER AND UNDERGROUND TANK. NEN FUEL CONTROL PANEL TO BE INSTALLED IN SAME LOCATION. REMOVE ALL AIRING AND PROVIDE NEW WIRING. COORDINATE ALL WORK KITH FUEL SYSTEM EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. REVIEW pDpARTMENI BuV101. a� �epkshall not be This p be a pefn construed to rovai Ot anY For, or and app rov..0ns of v;oiat+on OI the P gurl;n9ame gu�idln9 Codes vA� PENDirT10N yA� APPRO i1d5PEC '�(� i-1E1-D REV1EwEfl IV- 1Tl V4 reltitecis M I Architects, Inc. ARGHITECTURE P L A N N I N G MANAGEMENT 0E51GN 2221 OLYMPIC, BLVD., SUITE 100 WALNUT CREEK, GA g45g5 q25-287-1174 Tel q25-q43-1581 Fax q25-878-a875 Gell muthana®m1archltect.com NNhmiarch1tect.com Q\OESS/ PD DFticy`�' � No. E12752 � * EfIP 9 8 \�144 r' es 155UED FOR CON5TRUGTION 05-06-11 155UED FOR PLAN CHECK ISSUED FOR PLANNING NO. DATE DESCRIPTION Q L� ELE ,TRIGAL DEMOLITION PLAN PROJECT #: 1(0-50a3 DRAWN: JM CHECKED: MD SCALE: AS NOTED DATE: 04-04-17 Fmsc _E O I r` 0 N 0 0 v 0 KEYNOTE5 / GENERAL NOTE5 KEYNOTE5 / OENERAL NOTE5 BURL WAY ROAD , ❑ ELIEL GAL 60"T INSTALLED UNDER6WIND 514 LL BE MINIMUM i RI61D PVG COATED, SHALL 13E LISTED ONLY AS NiONFD BY NEC SECTION 514-8 EX &TION 2. ALL XEIRbRaW CONDUIT INGLUDIN6 ANY 5PARE f 1 QUANTITY AND TYPE OF GA9LE5 SHOW FOR R�ENCE. CONTRACTOR %%ALL COORDINATE NTH FUEL SYSTEM EGUIPME 51U'PLI6L AND PROVIDE NURINCi, GABI INEr A5 DIRECTED BY EGUIPMENT 51JPPLIER. _- �`�--� •• r ✓ S22'57'38"W 28.99' ft=20.50' L=32.20' --------------- ------ ---- _ -- ---- ---- T POINTS OF OR16IN AND AT POINT OF TERMINATION AND SHALL BE LABELLED WITH A METAL TA6 AT 1307E ENDS. l2 CONDUIT SHOWN FOR REFERENCE. CONTRACTOR M15T FIELD VERIFY CONDUIT TERMINATION. PROVIDE POKER HRIN6 TO NEN PANEL AND SIGNAL CONDUIT TO FUEL SYSTEM GONTROL PANE , � .� -- - - ---- - _-- - / / 1 � ----- = ``l i- �` S C: 'v' .J a=90'00'00" ��J 1 \ % \ I _� ,------------ ❑ FX45TIN6 POWER, 516NAL 5BVHGE CONDUIT d 51TE BRANGH CIRCUtT5 SHALL BE ROUTED IN NON44AZARPM AREA OR SEAL ALL CONDUIT IN A ,60RDANGE WITH NEC, SECTIONS SOILS AND 514 IF RIMS IN HAZARDOUS, AREAS. COORDINATE LOCATION IN FIELD. NEN FUEL SYSTEM CONTROL AND MONITORING SYSTEM. PROVIDE NBN CONDUGTOR5, CABLING. QUANTITY AND TYPE OF GONDUGTOR5 AND GABLES PER FUEL SYSTEM EQUIPMENT SUPPLIER ! SUBMERSIBLE PUMP- HORSE POWER VARIES, 2O8V, 5{N67LE PHASE. ❑ 43 CONDUIT FOR UV[1l3R6RtxU4D TANK 5HOVB4 FOR CONTRACTOR MIST FIELD VERIFY GON4DUIT ROUTING. PROVIDE POVER AND SIGNAL CONDUIT TO SUIT. RUN CONDUIT TO NEW FUEL -� N67'5738"E 150.00' - __ _ --- , i , _ COORDINATE WIRING CONNECTION WITH FUEL SYSTEM EQUIPMENT SUPPLIER. ALL CONNECTIONS AND RELATED COMPONENTS MUST BE EXPLOSION PROOF. ANY PORTION OF ELECTRICAL WIi21N6 OR EQUIPMENT N416H 15 BELOW THE 5URFAGE OF A GI.A55 I LOCATION AS IN 14 SYSTEM CONTROL AND MONITORti, SYSTEM PROVIDE NEW GOIDUGTORS, CABLING. QUANTITY AND TYPE OF CONDUCTORS AND GABLES PER FUEL SYSTEMEQUti'MtENT SUPPLIER RUN WIRIW6 TO PANEL AND FUEL CONTROL PANEL. PROVIDE ROUTING TO 501T. PROVIDE / f r -• r { , DEFINED NEC, SHALT. BE DETERMINED AS GL.A% 1. PROVIDE AN APPROVED ALL MODIFICATION TO THE BUILDING. PROVIDE ALL MODIFICATION AS REG UI RED TO SUIT FIELD CONDITIONS. ALL PENETRATION TO BUILDIN6 FROM UNDEIZ&ROUNp AND ABOVE 0 ( ,^ SEAL IN EACH CONDUIT FIN ENTERIN6 OR LEAVING A ❑ DISPENSER OR ANY CAVITIES OR ENCLOSURE. THE SF..ALIN6 FITTINGS SHALL BE 6ROU ND SHALL BE APPROVED AND ACCEPTABLE TO ARCHITECT. (I l J FiRST FITTING AFTER EMER61% FROM CONCRETE OR FIN15H GRADE. 15 THE GROUNDING E30NDIN6 TO POINT OF SERVICE D15GONNE-CT FOR CLASS,I DIVISION I OR 2 SHALL BE IN GOMPLIANGE OF 2008 NEC, ART. 501.30 (A). r ❑PROVIDE SEAL AT THE PANEL BOARD OR EXTERIOR 60TTER5 FOR FAGH CONDUIT RUN TO j SEE "MELD" A i GLA551FlED AREA NOTE5 (TYPJ G i �/ /� / �` ` 1 ! C� i I �� r THE DI5PENl5ER5 AND FUEL TANKS AND/OR PASSING UNDER HAZARDOUS (CLASSIFIED) LOCATION BOUNDARIES FROM THE DISPENSER PROVIDE SEAL AT BOTH ENDS. PROVIDE EXRDNON PROOF J-50X AND SEAL OFF ALL CONDUIT TO SUIT FIELD GONDITION5 � {b PER LEG 2008 A5 BY 2010 CALIFORNIA ELECTRICAL CODE 5013 (4)6). THE ENTIRE AREA UP Vi4� FLAME TO LEVEL 18' ABOVE 6RADE USE OF RILTRICAL EGJJFh£NT OPEN , WEDIN6 OR THE Lr5E OF VOLATILE LATILS MST BLE LIGUID5 ARE LI5ED SHALL All COMPONENTS t13E CLASS 1GRg1IV15 HONDI�OVID 1 6RDUArD NG i -1- --------� `�\ I o i l - J } ❑ FOR M�UTORING SYSTEM, INTERCOM 4 POKER AT BOTH ENDS. PROVIDE EMI-051ON PROOF DISCONNECT FOR DISPENSER MOTOR PER MAMUFAGTURER REQUIREMENTS. EXl5TIN6 F_MER6ENGY PUMP SHUT-0FF SWITCH. MODIFY CONDUIT 4 WIFJWv PER FUEL ELECTRODE AT SERViGE DISGG�GT. TO COMPLY WITH GEC, 50130 lW. 51� 51$fT E3A A►� E51 FOR 5ROWIN5 BONDING TERMINATION AT MAIN 5WITGHBOARD. DA15Y CHAIN ALL COMPONENTS, 6ROIAJDII� BONDING AND TERMINATED AT SERVICE ENTRANCE GROIIdDING BUS. I -- --- _.. SYSTEM REQUIREMENTS. PROVIDE EXPLOSION PROOF AND HEATHER PROOF BOX TO SUIT. UTILIZE EX15TIN6 GOMPONENT5 AS FIELD PERMIT PROVIDE l-T COORDINATE ALL � CONDUIT WORK WITH EXI5TTN6 BUiLDIW6 STRUCTURE r �`, \ CONDITIONS OR NEW TO SUIT. GONNC-GT COMPLETE PER FUEL SYSTEM EQUIPMENT SUPPLIER ROUTE TO CLEAR AND OBSTRUCTIONS. GORE DRILL AND/OR SAW -GUT EXISTING SLAB A5 REGiUiRED TO ALLOW INSTALLATION OF NI3^4 EEcTRIGAL. WORK I I q PROVIDE EXPLOSION PROOF J-BOX AND SEAL OFF ALL GOWDUIT TO SUIT FIELD CONDITIONS NO SPLICE ALLONED IN FILL SYSTEM WIRING FOR POND AND SIGNAL ALL CONDUIT MUST BE i i ❑ FOR FlI3 SYSTEM. COORDINATE TERMINATIONS WITH FUEL SYSTEM EQUIPMENT 51�Pl.IER RUN WIRING TO TO ELECTRICAL PANEL CIRCUIT BREAKER WITH SHUNT TRIP AND/OR FUEL SYSTEM SHUTDOWN GONTAGTOR RELAY. CONNECT COMPLETE PER 18 Iq 5F1�1.E32 AT BOTH Er05 AND ALL FITTINGS MUST BE EXPLCn10N PROOF. SEAL ALL BOXES. CONTRACTOR MUST FIELD VERIFY EXI5TIN6 CONDUIT. UTILIZE EXI5TIN6 PONER AND { I 1 °. MANUFACTURER WIRING. UTILIZE FXCISTIWG CONDUIT OR PROVIDE N1EY4 TO SUIT. 516NAL CONDUIT UTILIZE EXi511% CONDUIT BELOW BUILDING STRUCTURE TO THE EXTENT POSSIBLE. REMOVE EXISTING CONDUIT AND CONDUCTORS, CABLING AND PROVIDE NEN 13 14 l-1 18 Iq 22 I `� 4 }� CONDUIT, GONDUGTOR5, CABLING. QUANTITY AND TYPE OF GONDUGTOR5 AND 0ABLE5 A5 i j� I DIRECTED BY FUEL SYSTEM EQUIPMENT SUPPLIER. PROVIDE SEAL AT BOTH ENDS. 23 24 26 27 28 - - ® I b I ' ° I , / i 1 I i ����✓✓ ii�..** ��++ � , � !� � ��/ E�� LE 2❑ CMZEN LY TT}ERE ARE MILTIPLE EXI5TiN6 RACEWAYS THAT RUN WHICH SERVES POWER, 516NAL, P64E SERVICE TELEPHONE S@2VIGE AND OTHER EMIR -BIT IN ADDITION TO FUEL SYSTEM RAGBNAY5. CONTRACTOR MUST FIELD VERIFY EXI5TiNG Z i I ! (/°�}�- 5 E :` I/3/35 j (PROVIDE r Clow WIRES FROM TO REMARKS CONDITIONS AND PROVIDE NEGE55ARY ADDITIONS AND MODIFICATIONS TO KEEP FXSTING COMPONENTS IN SERVICE. IF ANY EXISTING tlrD'ERGROlU4D BROMIDE GlRl4UIT5, FEEDERS, f i IN CLA551FIED AREA AND DOES NOT MST THE CLASSIFIED AREA REQUIREMENT. REMOVE AND REPLACE COMPLETELY AS REQUIRED TO SUIT FIELD CONDITIONS. PROVIDE CUTTER OUTSIDE OF BIILDfNHG FXcr>r10R WALL ONE GUTTER FOR POWER AND FOR 516NAt AND RUN CONDUIT FOR SIZE TYPE QTY 51ZE TYPE RMG R��I11 IRIN19 AS RED DID PANEL 'D CONDIJIT (s�Wll t1TRAL) 1: I o b ° I I v _. _-------- I r` Ii �11 t I )C ! (2 #10,1 •105 THM-� PROVIDE 1EACH D15PENSM 4CE ITTINGTAND SEAL CONDUIT AT THBO ENDS O NEA PANEL AND RJEL CONTROL TPROVIDE PANEL. PROTECTION FOR ALL EXI5T1N6 WIRING DURING CONSTRUCTION. O ! RMC, 3 i I BEOW OW160 I f DISPENSER TLS-350 MONITOR MOHUTORIN6 GABLE I ° o ° o -._ o %� I � '` I 'd j Ire) 1 I ?J J 'C f ! �_ ��, /�', L- i 1 ! O �� I I 21 ❑ UTILIZE EXISTING CONDUIT TO SUIT FIELD CONDITIONS. REMOVE FXCISTIN6 CONDUCTORS E PROVIDE NEN CONDUCTORS CONNECT TO PANEL SHUNT TRIP AND/OR SI�iTDON9d RELAY A5 REQUIRED BY BY FUEL.. SYSTEM EQUIPMENT SUPPLIER. TO SHUT DOWN ELEGTRIGAL SYSTEM TO FUEL. SYSTEM UPON ACTIVATION OF �Y PUMP SHUT-OFF SWITCH. 3 3/4 RMG PULL LINE D151 CASHIER INTERCOM 3/4 RMG PULL LINE DISPENSER SPARE SPARE 5 /// 1 5 t. r__. I i %�� ( I I i !Pump I ! ! `" %' �� i POWER AND 516NAL CONDUIT FOR FUEL SYSTEM SHOWN FOR REFERENCE. O 3/4' 4 •e PANE 'D" POHM NBJTRAt) cc X RMG f3 6) tt !-2 5TP (5t1MPI ELK. (SHTGH CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND UTILIZE EXISTING RMG q BELOW �916o PUMP (5t1MP) T"� MONITOR MOHuroIZIN6 GABLE ` CONDUIT TO THE EXTENT P055113LE OR PROVIDE NEW IF FXCl5TIN6 UNDERGROUND CONDUIT HAVE ANY TRADE OF DAMAGE REMOVE REPLACE ENTIRELY WITH NEW CONDUIT. ALL FITTINGS MUST BE EXPLOSION PROOF TO SUIT 51TE REQUIREMENTS. 2 BEIM #W160 MOHUTORIN6 GABLE \ l (, • I • GLA551FIED SEE "NEC" AREA F • • NOTES (TYPj ( E ! - -L 4 !O G -- - - - --. _-------- — 1.- a--=-- �-_-- _-- - o ° ° I ' \ - �° ° , ! �� _� •U0°o ff !� l / \ I ! I <' 1 I i I i \ X r ' j / / O 514' RMG 11 I I MONITOR E MONITOR 23 ❑ UWaT1_Y FX ISITN6 POKER AND SIGNAL CONDUIT FOR FlUE_ SYSTEM RUNS TO FX15TIN6 POV�R PANE. AND FUEL SYSTEM CONTROLLER iN 0 BUILDING VIA UNDERbROW RACEWAY II�ER BUILDING 5TRZTURE. UTILIZE PORTION OF FX(ISTING CONDUIT UNDER BUILDING 511 1GTLRE. INTERCEPT EXI5TIN6 GONDUIT UNDER SLAB AND EXTEND IT TO UNDERGROUND TANKS AND D� A5 FIELD O8 I° RMG PULL LINE ADHUAL SPACE MONITOR PILL, VAPOR SUMP MONITORING CABLE ' I � li I 1 1 SEE "NEC" D -- L GLA551FiFJ� AREA NOTES lTYPa E --------. - ' � ._ % ° �`+ .. ! ,' • • 1 % j c C o r �.._.---"'! \` `\' \` ' ,, ,� \ \ , �\ r. ;1 I �/ -� i / f JI � � _ i �. i 1 ,_/ I CONDITIONS PERNtIT. PROVIDE EXTERNAL wATEiZPRDOF, EXPLOSION PROOF GUTTER N10lNITED ON � I AND 516MA CONDUITGTO II ER6ROUND T'ANKSIT LAND DI5PEN5ER5 AND EXTEND PORR AND 516NAL. G(k�UIT5 FROM WIER5 UP TO PANEL V AND FUEL 5YSTEM CONTROLLER. RIM O 3/4 RhtG 2 11 BEDEN 1w1603� II VENT RISK SUMP MONITOR MONITORING GABLE ALARM GABLE t L .- E-b/8 I ! E-2/4 t f I \ �`' I SEE "KEG" \\ ! ' B CLASSIFIED o ------ 14 f8 3 AREA NOTES : i j iI 1 I X I C r % 10 3/4' RMG PROVIDE WIRING A5 REQUIRE D OV52FILL ALARM n MONITOR RAGB4AY TO SLIT FIELD CONDITIONS. PROVIDE EXPL0510N PROOF FITi1% FOR ALL RACEWAYS. PROVIDE NEN COw7UGTo1Rs AND SEAL CONDUIT AT BOTH ENDS OF RACEWAY. Do NOT SPLICE ANY FUEL SYSTEM CONDUCTORS OR 516NAL GABL.E5. 'i i / i I ! {; I� G G1. 55! l � i� NOTE 24 n Y EXiSiTNG DID ARE SERVED FROM AN EA511N6 PANEL AND (� (4 3 2 4 3 2 ( \ ••. _� i 1 I I I .1 ; (� EXI5TIN6 FUEL CONTROLLER. REMOVE EXI5TIN6 ELECTRICAL PANEL AND RELATED WIRING. PROVIDE NEN PANS 'E'. THE FXQSTINC PANEL 'D' t 'G° SERVE UNDER6ROUND TANKS AND RUE. DISPEW R5 AND RELATED FUEL. SYSTEM CONTROLLER. COORDINATE WITH FUEL SYSTEM (� ! FUELING, CANOPY CI 1401 SEE SET. GE I 41 ~' I I j -J U) . X ' I j A TYPICAL N.E.G. ARTICLE 514, GLASS I LOCATION NN0ER6ROUND TANK, FILL OPENIN5): F_)CTENT OF CLA55 1, GROUP D, DIVISION I LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH 15 WITHIN EQUIPMENT SUPPLER PRIOR TO IN5TALATION. INt132CEPT EXI5T1% RAGBNAY AND EXTEND IT TO NEW PANEL. REMOVE FXCI5T1N6 GONDUGTORS FOR EACH BRANCH G{IZGUUT AND PROVIDE N YV CONDUCTORS wlTHIOUT SPLICE. PROVIDE ALL ADDITIONS AND MODIFICATIONS A5 REQUIRED TO I ! Ui ; C, \ ` \ " i .- �_�^� `�j -' 1 I THE DIVISION I OR 2 GLASSIFifE3 LOCATION. EXTENT OF GLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 181NGNE5 A130VE GRADE LEl�B V�THIN A HORIZONTAL RADRS OF t0 i33=T FROM A LOOSE Q SUIT NEW PANE TO ALLOW NEUTRAL TO 13E SNUTGHED. _ FUEL _ _ TO FUEL �EGT111 CONTROLLERVIA RUN UNDER.&ROUND TANK5A5 1 13 14 I'i 18 to 22 • • ' -�i \ ` ;,; ; FILL CONNECTION AND WITHIN A RADIUS OF 5 FEET FROM A TIGHT FILL GONNEGTiON. UND1Et6ROUND RAGFJNAY DfREOTED FUEL SYSTEMSUPPLIER. 23 24 25 2b 2? 28 [ r� 2LI 33 a a t� ``., { !) i 1 x ' i ( ' I \ I , ; ! ; O TYPICAL N E.G. ARTICLE 514, CLASS I LOCATION NNL�EtsSROUND TANK, VENT, D15GHARGING UPWARD): EXTENT OF CLASS I, GROUP D, DIVISION I LOCATION: 26 RUN lUVt21 HRGROl1ND TANK POWER FUEL SYSTEM TO PANEL "E° VIA EXTERNAL GUTTER AND / OR EX15TIW7 UNDERGROUND RACEWAY. { I E-5/-1 ( I E-113 I 1 ! \ j ` % I �E� \ ! %j I 1 r I r WITHIN 3 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIREGTION5. EXTENT OF GLASS 1, GROUP D, DIVISION 2 LOCATION: SPACE BEiN1�4 3 FEET AND 5 FEET OF OPEN E417 OF VENT, EXTENDING IN ALL DIRECTIONS. 2� ❑ RUN DID SIGNAL FUEL SYSTEM TO Ft�L CONTROLLER VIA EXTERIOR 6VnER AND / OR EXISTING UNC>E RGROIUND RACEWAY. ram- I I • I • • • FOOD MART � i ! i� I i , '` 1 , ; I ! 7C r� ./ TYPICAL NE.G. ARTICLE 514, GLASS 1 LOCATION (REMOTE PUMP, OUTDOOR): EXTENT OF GLASS 1, CROUP D, DIVISION I LOGATHON: ANY PIT, BOX, OR LEVEL, ANY SPACE BELOW GRADE PART OF WHIC,H IS WITHIN A HORIZONTAL DISTANCE OF 10 FEET FROM ANY EDGE OF PUMP. 28 2a RUN D15PEN5ER POWER FUEL SYSTEM TO PANEL "E" VIA EXTERIOR G- TT1=R AND / OR FX ISTIN6 UNDER6ROUND RAGB1AY. EA5TTN6 GUTTER MIOUNITED BE OW EXISTING PANS MULTIPLE IU�ERbR01U4D RACEWAY FOR 511E AND ' + 4 `�\ J' ��1 r EXTENT OF GLA55 1, GROUP D, DIV151ON 2 LOCATION: 1�1E SYSTEM TERMINATED 1N THE FXCI5TIN6 6UTTE2 WITH CONDUIT SEAL. FIELD VERIFY EXI5TTN6 GONDITIOi�L5. UTILIZE EXI5TIN6 CONDUIT AS FIELD CONDITIONS PERMIT FOR UI�RGROUND RIEL 3 2 4 3 2 ( ;! z I ry o OD WITHIN 3 FEET OF ANY E06E OF RW EX ENDIN6 IN ALL DIREGT10N5. At S0 UP TOO INCHES ABOVE GRADE LEVEL WITHIN 10 FEET HORIZONTALLY FROM ANY 137GE OF PUNT'. TYPICAL N.E.G. ARTICLE 514, GLASS I LOCATION (DI5PEN51N6 DEVICE, PiTS)- SYSTEM. PROVIDE NEW CONDUIT AND O f 96 AS hE�. PROVIDE ALL ADDITIONS AND MODIFICATIONS TO SUIT FIELD CONDITIONS. REaOVE EXISTING GUfifR RAGt3"IA7 AND GGrNDUGTORS AND PROVIDE NEN TO SUIT NEN HA3 SYSTEM, RIM NEN CONDUIT A5 REQUIRE FOR NEH WIWN6. �N_ 013 EXTENT OF OLA55 1, GROUP D, DIVISION I LOCATION: J ! i O r L_ %' " 1 ! i j �, �' O ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHiCH 15 WITHIN THE DIVISION I OR 2 GLA551FIED LOCATION TYPICAL N.E.G. ARTICLE 514, GLASS I LOCATION (DISPENSING DEVICE, DISPENSERj: ® ALL EXISTING LIGHTING, ! AND 516NAL DEVICES N4fGH REMAIN IN SERVICES AT SITE AREA MUST KEEP FUNCTIONAL. PROVIDE ALL MODIFICATION ADDITION AND NEcE55ARY WIMW7 REV15IONS AS REQUIRED TO KEEP EXI5TIN6 DEVICES iN SERVICE. lj-' I 4n3 i P.CiE SERVICE b 1 ! �! EXTENT OF GLASS I, CROUP D, DIVISION 1 LOCATION: (� \ MAIN 5WITGH E30ARD 4f PANEL "E" ( ! I'' �, i �', X i O SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE 15 COVERED IN ANSIAL 81,'POWtR OPERATED D15PENW5 DEVICES FOR PETROLEUM PRODUCTS.° TYPICAL N.E.G. ARTICLE 514, GLASS 1 LOCATION (VISPEN51% DEVICE, DISPENSER): 31 ❑ EXISTING FUEL SYSTEM CONTROL PANELS AND RELATED COMPONENT5 TO REMAIN OR REPLACED IN SAME LOCATION. SEE FUEL SYSTEM DRAWING FOR ADDITIONAL REQUIREMENT'5. PROVIDE ALL POWER WIRING PER FUEL SYSTEM EQl11PMENT SUPPLIER SEE "N1EG° GLA551FiFJ7 \ �_ __-_-_._ .__. ___— -' , (Ej FIRE ALARM PANEL, ; EXTENT OF GLASS I, GROUP D, DIV151ON 2 LOCATION: N4ITHIN 18 iPIGHIFS HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO GRADE FROM 0) THE D 5PEN5ER ENCLOSURE, OR (2) THAT PORTION THE 32 ❑ EXI5TIN6 516NAL SYSTEM DEVIGE5 AND WIRING TO REMAIN IN SERVICE. PROVIDE ALL NEGES5AfR1' WIRIW6 A5 REQUIRED TO MAINTAIN SERVICE TO ALL 516NAL DEVICES. AREA NOTES — �r — / ` __— _...—___ 42 ;` 44 45 ; ' / \ \ (E) GUTTER; I ( j X OF DISPENSER ENCLOSURE CONTAINING LIQUID HANDLING COMPONENTS. SPACE GLA%IFIGATION IN51DE THE DI5PENSER ENCLOSURE 15 COVERED IN AN51AL 81, 'POKER 33 PRIOR TO UTILIZIN6 EXi5TIN6 CONDUIT, GLEAN F_XI5TIN6 CONDUIT AND CONFIRM THAT FX 151IN6 C40NODUT 15 IN SATISFACTORY CONDITIONS. REPLACE IT IF THE EXISTING CONDUIT 15 NOT IN OPERATED DI5PEN51N6 DEVICES FOR PE fROLPkt PRODUG75.° TYPICAL N.E.G. ARTICLE 514, CLASS I LOCATION (015PENSI% DEVICE, DISPENSER): 600D CONDITION. EXi5TIN6 CONDUIT INSTALLATION SHALL COMPLY NTH NEG 514. i p (F� PANEL G , I.� (E) FUEL SYSTEM HNTECRAL TO (E) FUEL I 31 ; ' i � EXTENT OF GLASS I, GROUP D, DIV151ON 2 LOGATION- UP TO 18 INGHE5 ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY a UTILIZE EXI5TIN6 CONDUIT AND FUEL 5Y5TBM COMPONENTS 5ERVIN5 EACH DISPENSER AND UNDERGROUND TANK SERVE (E) DI5PI�5 AND � TANKS FROM PANEL E. THE EXI5TIN6 FUEL SYSTEM CONTROLLER AND ALL RELATED DEVI(E5 46T COMPLY NTH CURRENT I 1 VIEWER ROOT CONTROL POWER 130X /E 1 �` : -1 l / (E) PANEL °B° 41 ❑ 1 i l I I OH OF ANY EDGE OF ENGL051 E. TYPICAL N.E.G. ARTIGLE 514, GLASS I LOCATION (DI5PEN51N6 DEVICE, COPE5, IF 11iE EXISTING EQUIPMENT DOES NOT MEET CURRENT CODES, THAN IT SHALL BE �� � IN SAME LOCATION TO SUIT FIELD CONDITIONS. PROVIDE ALL G >45� i PANEL "G' 41 1 I X I i ! LIQUEFIED PETROLEUM GA5/PROPAN�j: EXTENT OF CLA55 I, CROUP D, DIVISION !: ADDITIONS AND MODIFICATIONS A5 NECE55ARY TO R5M A COMPLETE AND OPERABLE SYSTEM. TUNNEL (E) PANEL °A" 41 { r.i I r� ? ' -, ENTIRE SPADE WITHIN THE DISPENSER ENCL05URE;18° FROM THE EXTERIOR SURFACE OF THE DISPENSER ENGL.05URE TO AN ELEVATION OF 4 ABOVE THE OF THE PIT 35 ❑ ALL COMPONENTS WITHIN DID AREA INU..UDIN6 ITEMS AT 5'-0' VERTICALLY AROUND THE DID MUST BE LISTED FOR GLAS5 1, DIVISION I. N0 MODIFICATIONS \ POWER BOX 31 f ! ' (I ! BASE DISPENSER; THE ENTIRE OR OPEN SPACE BENEATH THE DISPB45ER AND WITHIN 20' HHORIZONTALLY FROM ANY E06E OF THE DISPENSER HHEN THE PIT OR TRENCH 15 NOT MEGHANiGAL LY VENTILATED. ARE ALLOWED TO THE DISPENSERS ANY MODIFICATION MUST BE LISTED TO COMPLY WITH ' GLA55 I, DIVI510N 1 ARID APPROVED BY THE AGENCY HAYING JURiSDiGTION. /� \ \�__. - �. ___•. r EXTENT OF CLASS I GROUP D, DIVISION 2 LOCATION: IF TO 18 INGHiE5 ABO� AND WITHIN 20' HORIZONTALLY H12OMf ANY I�6E OF ALL BRANCH WIRING AND CONTROL WIRING TO THE DID MU5T BE SEALED IN EXPLOSION PROOF COMPARTMENT IN DISPENSER E14GL05URE. ALL TERMINATIONS MUST BE LISTED AN® 174E DISPEN58R ENGL05URE, IN4GLUDiNG PITS OR TRENCHES WITHIN THIS AREA YVHIEN PROVIDED WITH ADEQUATE MEGHANiGAL VENTILATION. TYPICAL N.E.G. ARTIGIE 514, GLASS I LOCATION (ABOVE GROUND TANK, COMPLY INIT14 GLASS I, DIVISION I AND DISPENSER MANFACTURER REQUIREMENTS. VENT R15ER SUMP. i'� n LIQUEFIED PETROLEUM 6A5/PROPANE): EXTENT OF GLASS I, CROUP D, DIV15ION 2: 31 GOORDINATE WIRIN6 CONNECTION WITH FUEL SYSTEM EQUIPMENT SUPPLIER PROVIDE ADDITIONAL CONDUIT AND POWER FOR SUMP AS REQUIRED BY REEL SYSTEM EQUIPMENT SUPPLIER _ ;---____ ------ - - ------ f -- __- _ _ - �� � ---------_ _, �� - --- --- ___._ ---- ---_---------_-- -- � 1 � X ' - - _�_ %) '� SHELL, ENDS, OR ROOF AND DIKE AREA: MINN IO' OF SHELL, BEDS, OR ROOF OF TAW, 38 WIDE WA GABLIN6 A5 REQUIRED. REMOVE EXJ15TIW6 CONDUCTORS. PROVIDE NEW RAGSNAY AND T CONDUCTORS ORS A5 DIRECTED BY FUEL SYSTEM EQUPMENT SUPPLIER �_-) I� (� I �'- ;-r `� �I- �i . _ _ _ 7 ,`-�� i' ` (� - ° " S68'00 09 W 150.00' J I � j ( r, I I R161D CONDUIT RUNS ABOVE GROUND � ❑ MULTIPLE 516NAL CONDUIT FOR UNDER6ROUND TANKS AND DISPENSER. PROVIDE INDEPENDENTLY HOME RUN FOR FAGH 516NAL SYSTEM. QUALITY A5 REGUIRFO. ALL CONDUIT ARE NOT 5HHOWN FOR CLARITY. X ----- X ----- X -- X _ \-__-_-.__-._- X' X ---- X ____.-_- �( ��_-_ X ___-_-_..-- X ___.._. , ___L__-�(__ -._,-- r -_- --- _'_.__...__ X ------ PROVE 5 CONDUIT SEALING FITTIN65 PROVIDE WJ WIRIN6 INSTALLATION ® FJCISTING G WILL CANOPY BE REMOVE AND EXSTING BRANCH GIRCUIT NE41GH SERVES CANOPY LI&MN6 AND S67'57'38"W /'" 1-- _ --_ --._ �� „_,_____ �- _ PER SEALiN6 COMPOUND MANUFACTURES CANOPY 516N TO REMAIN. INiERC PT EXISTIN6 CONDUIT AND EXTEND IT TO NEW CANOPY LIGHTING AND CANOPY SIGN REMOVE EXI5TIN613HRANGH CIRCUIT GOt4DUGTOR �.` i T � 20.50' /� X _-- ^� �I__-------- --- .--_ _._- _ _ ____ _.._- J - !✓. --�`- _ �.� ��- - REQUHREMIEMtS y�1 O a AND PROVIDE NF�^H #10 T T WIRE, UTILIZE FXCISTUNG CONDUIT TO SUiT FIELD CONDITIONS. CONNED O 5AME GIRGIUIT BREAKER HHIGH SERVES EX15TIW6 CANOPY LU6HITN.6 "A', "B" 'G' * I p �-' ` ! VOR f t't } Q 41 ❑ EXI5TIWo P.6.4E SERVICE AND FXf15T1% PANEL 4 TO REMAIN IN SERVICE. PROVIDE ALL NECESSARY KRIN6 REVI510N5 A5 RPIUIIRE TO MAINTAIN SERVICE TO ALL r GTfiZ { G,� 5 I T N ELECTRICAL ELL � � L 1 10 O 5 10 20 � FEET ��Q l, �_ 42 ❑ FXISTIN 6 ELECTRICAL DISTRIBUTION SYSTEM. PROVIDE MLTIPL.E CONDUIT TO LIQ POKER FOR NEN DISIW�ER AND NEM LMDERGROND TANG TO NE1N " PANEL PROVIDE MINIMUM SEVEN (T) - 3/4 CONDUIT A5 REQUIRE FOR BRANCH CIRCUIT WIRING. SCALE: 1' = 10'-0' o 2 0 0 0 0 0 0 0 !O II 12 13 14 t5 ib 1� IS 14 20 GRAPHIC SGAL_E: 1" = 10.-O" GRADE PROFILE J d $ 43 TROL CANOPY oINSTALLATION. SwITGFES TO � F1� TGO�IT'ION��I�NA• 21 22 23 24 25 26 2"1 28 Z M 31 32 33 H 35 3`f 38 3G v COORDINATE W� PRIOR i% i /� �%% /\\ i � \ ' ����� \ . �` ` /��\ : \ j �) F% \ �. i\ \ 44 ❑ PROVIDE CIRCUIASTROT N CANOPY Ll6HTTN6. CoMpY LIGHTING TO CLOCK. UST BE RUN VIA BRANCH CIRCUIT MUST 13E RIR�I YIA TIME GL-OGK. NEW TIME CLOCK MUST COMPLY Wllli CALIFORNIA ENERGY GORE AND LISTED FOR TITLE 24 USE. PROVIDE WITH CONTACTOR5 AS LEO �,1 I RIND CONDUIT WITH .., J UNDE��T� R�5 45 ❑ REQUIRE TO RUN EACH BRANCH GIRCIIT VIA CONTACTOR TO CONTROL CANOPY LIGHTING. WIDE POWER TO Tlt� CLOCK VIA (EO PANEL `B" CIRCUIT # 21. GOWWGr C.UMf't�lE. RUN CONDUIT TO CANOPY L164MNG FROM WALL 5WITGH TO ALLOW LOCAL CANOPY LIGHTING RMG RIGID METALLIC, CONDUIT — — — — — UNDERGROUND CONDUIT GLA551EIED AREA BOUNDARY - PVC, RIGID NON—METALLIC CONDUIT, 5GHEDULE 40, GALVANIZED, PVC, 5GHEDULE 40. — — — GONDUIT ROUTED OVERHEAD (NEC HAZARDOU5 AREA. PVG COATED. NDUIT SE FROM ND T TYPICAL GO AL UNDER6ROUND 0 ABOVE6E20UND CONTROL. PROVIDE MR * AS REGIARE TO RENDER A COMPLETE AND OPERABLE SYSTEM. SEE NEC, GL.A551 F I ED AREA NOTES. — - UNDERGROUND CONDUIT HOMERUN TO PANEL (PROVIDE GONDUIT SEAL AT BOTH ENU5) LTA V4 9"Alt¢dS M I Arch itect5, Inc. ARGHITEGTURE PLANNI N6 MANAGEMENT DESIGN 2221 OLYMPIC, E3LVD., SUITE 100 WALNUT GREEK, GA 945g5 g25-267-1174 Tel g25-1-i43-1551 Fax c125-515-ab-75 Gell muthanoo m larch ltect.com v4pvcmfarchltect.com U1� 0 V2� Q u- °On .�z �t� REVIEWED FiL,INGAME O Thla Plart chOck DEPARTMENT Constr shall not be z F df uaC1 to be a permit or of q-1H)0rOvltl J vICYIBtI a tie of an burling�pm•t Arovislons of ? APPpOVAL p i•;l�lnt? Gotles z Q f H Vf LTV � &Y?NaHa GbONOING NINAc W i ---_.DATE tox OU� >v �-- z lu ul Z u- lu V-k� 0_j3: Of 0z "it wILL � Q �o� :u � a ul zy ul �tL l tu oo uv� o z JU Ul »��-- EatLImMIw ISSUED FOR GON51iZXTION 05-OS-11 155UED FOR PLAN CHECK 155UED FOR PLANNING NO. DATE DESCRIPTION a a a a ELEGTRI GAL 51TE PLAN PROJECT #: 16-5' O85 DRAWN: JM GHECGED: MD 5'-ALE: A5 NOTED DATE: 04-04-1-1 SHEET OF E 0 0 I r, N fl0 O T O v Cn m 0 0 E v a� v 0 E rn a a W v t M 00 0 I cD v" c E cn a E 0 3 0 s T d M 0 O M co O u, I U N �o I i U) 14 I" ---. 13 WP < 13 J �F-_ WP J #10 LIGHT FIXTURE 5CHEDULE O 5YM DESCRIPTION MANUFACTURER LAMP VOLTAGE REMARKS REGE95ED GANOPY MOUNTED LED EXTERIOR L16HT FIXTURE W/ RUGGED CAST ALUMINUM MOUNTED IN CANOPY. HOUSING (VEATHER TIGHT) L51 INDUSTRIES, INC. LED PROVIDE ALL MOUNTING AI LED DRIVER INTEGRAL P,4RT GRJS-SG-LED-LN- 120V ARRANGEMENT, HARDWARE TO OF FIXTURE, FULLY ENCASED, 5YMMETRIGAL OPTICS, 50-UE-KHT (88 I U SUIT. ALL MOUNTING HARDWARE (O-IOV DIMMING), L15TED FOR SHALL BE STAINLESS STEEL PET LOCATION. PROVIDE MULTILEVEL LIGHT CONTROL MOUNTED IN CANOPY. 51MILAR TO FIXTURE L51 INDU5TRIE5, INC. LED PROVIDE ALL MOUNTING O "AI" EXCEPT Vy/ CRUS-AC-LED-LN- (63 W) 120V ARRANGEMENT, HARDWARE TO ASYMMETRICAL OPTICS 50.-UE-ViHT SUIT. ALL MOUNTING HARDWARE SHALL BE 5TAINLE-55 STEEL GEILING MOUNTED LOW PROFILE, FULLY GA5KETED, O MAINTENANCE FREE BATTERY, BATTERY L51 INDUSTRIES #EPR-5D2 N/ (2) 120V MOUNTED AT CANOPY AND/OR EXTERIOR OF BUILDING. PROVIDE 5N CHARGER, W TWO LIGHT SELF TEXTING OPTION ALL MOUNTING HARDWARE. HEAD, SELF TESTING. L15TED FOR VET LOCATIONS NOTE: RE. LIGHT FIXTURE 50HEOULE OALL LED LIGHT FIXTURES MUST HAVE DRIVER WITH (0-IOv) DIMMING CAPABILITY AND COMPATIBLE WITH LIGHTING CONTROL PANEL i4 I Y4" WP 2" 14 NP 1 14" 14 1 Y4" 14 w NORTH ALECTRICAL FUEL.INC-7 CANOPY PLAN AN� 5 � � FAT SCALE: 3/64°= V-0' 0 �I 1 n3 a 16 17 GRAPHIC 5GALE: 3/16' = I'--O°VA KEYNOTES / GENERAL NOTES FELECTRICAL CONDUIT INSTALLED UNDERGROUND SHALL BE MINIMUM I" RI610 PVC COATED, SHALL BE L15TED ONLY AS ALLOWED BY NEG SECTION 514-5 EXCEPTION 2. ALL UNDERGROUND CONDUIT INCLUDING ANY 5PARE CONDUIT ENTERING THE BUILDING MUST BE PROVIDED WITH SEAL --OFF AT POINTS OF ORIGIN AND AT POINT OF TERMINATION AND SHALL BE LABELED WITH A METAL TA6 AT BOTH ENDS. FANY PORTION OF ELECTRICAL WIRING OR EQUIPMENT NHIGH 15 BELOW THE SURFACE OF A GLASS I LOCATION AS DEFINED IN NEC, SHALL BE DETERMINED AS GLA-% 1. PROVIDE AN APPROVED SEAL IN EACH CONDUIT RUN ENTERING OR LEAVING A DISPENSER OR ANY CAVITIES OR ENCLOSURE. THE SEALING FITTIN65-5 SHALL BE FIRST FITTING AFTER EMERGING FROM CONCRETE OR FIN15H GRADE. PROVIDE 5EAL AT THE PANEL BOARD FOR EACH CONDUIT RUN TO GANOPY LIGHTING AND/OR PASSING UNDER HAZARDOU5 (GLA551FIED) LOCATION BOUNDARIES FROM THE D15PEN5ER. RUN WIRING VIA A5TRONOMIGAL TIME CLOCK FOR LIGHTING CONTROL TO DESIGNATED BRANCH GIRGUIT. ❑6 EMEROENGY LIGHTING TO OPERATE ONLY UPON POKER OUTAGE. LI6HTIN6 CONTROL SNITCHES, ETC. SHOULD NOT OPERATE EMER6ENGY LIGHTING UNIT. PROVIDE WIRING TO ALLOW CANOPY LIGHT TO BE CONTROLLED FOR TW0 LEVELS AND/OR DIMMING (0-IOV) OF LIGHTING CONTROL. PROVIDE SNITCH ADJACENT TO L16HTIN6 CONTROL PANEL INSIDE BUILDING FOR OVERRIDE EACH LIGHT. 18 SIGN MOUNTED ON CANOPY, COORDINATE LOCATION WITH EQUIPMENT SUPPLIER AND GONNEGT COMPLETE. I RUN 516N WIRING VIA COLUMN TO 516N AT CANOPY, TO 50IT FIELD CONDITIONS. 10 RUN WIRING VIA COLUMN UP TO CANOPY TO SERVE LIGHTING AND/OR SIGN. II RUN CONDUIT TO MAIN TELEPHONE TERMINAL FOR SECURITY CAMERA NIRIN6. COORDINATE CONDUIT 517E AND WIRING WITH SECURITY CAMERA EQUIPMENT SUPPLIER. 12 RUN SECURITY CAMERA VIA COLUMN UP TO 5EC.URITY CAMERA J-BOX ON THE CANOPY. VERIFY CONDUIT 51ZE AND CABLING KITH SECURITY CAMERA EQUIPMENT SUPPLIER. 13 NEATHERPROOF J-BOX FOR SECURITY CAMERA MOUNTED AS H16H AS POSSIBLE. COORDINATE LOCATION WITH SECURITY CAMERA EQUIPMENT SUPPLIER. 14 PROVIDE CONDUIT FOR SECURITY CAMERA. COORDINATE 517E AND CABLING KITH SECURITY CAMERA EQUIPMENT SUPPLIER. 15 PROVIDE I" AND I Y4" CONDUIT FOR FUTURE USE TERMINATE ABOVE GROUND AS DIRECTED OWNER. PROVIDE SEAL AT BOTH ENDS. COORDINATE LOCATION AND MOUNTING ARRANGEMENT NITH OV NER PRIOR TO INSTALLATION RUN CONDUIT TO TELEPHONE TERMINAL. PRIOR ALL REQUIRED WEATHER PROOF SEAL AND GAP IT AGGORDIN6LY. TERMINATE CONDUIT ON COLUMN. MOUNTING HEIGHT AS DIRECTED BY OWNER AND EQUIPMENT SUPPLIER. i6 RUN ALL LIGHTING, POWER AND SIGNAL CONDUIT VIA CANOPY COLUMN, PROVIDE 5EAL FOR ALL CONDUIT AT BOTH ENDS AS REQUIRED TO SUIT. 17 ALL LIGHTING AND LIGHTING CONTROL MUST COMPLY KITH TITLE 24 (2015) FOR INDOOR AND OUTDOOR LIGHTING. 18 RUN BRANCH CIRCUIT UNDERGROUND AND PROVIDE EXTERIOR GUTTER AT 51DE OF BUILDING. PROVIDE KITH CONDUIT SEAL PRIOR TO TERMINATION INTO GUTTER. RUN CONDUIT TO BUILDING OVERHEAD. LOCATE GUTTER IN FIELD TO ALLOW FOR BEST MOUNTING ARRANGEMENT. ALL CONDUIT MUST 13E SEAL AT BOTH END. ROUTE CONDUIT TO SUIT FIELD CONDITIONS. PROVIDE ALL CODIFICATION TO SUIT. IQ PROVIDE MULTIPLE EXTERIOR FULL BOX AND/OR GUTTER AS REQUIRED TO TRANSITION FROM UNDERGROUND CONDUIT TO ABOVE GROUND LOCATED PULL SOX AND/OR GUTTER TO ALLOW FOR BEST MOUNTING ARRANGEMENT. RUN CONDUIT TO BUILDING OVERHEAD TO DE-516NATE EQUIPMENT. ALL CONDUIT MUST BE SEALED AT BOTH ENDS. PROVIDE ALL ADDITIONS AND MODIFICATION AS REQUIRE TO SUIT FIELD CONDITIONS. ALL EXTERIOR CONDUIT AND UNDERGROUND MUST BE RIGID P.V.G. COATED CONDUIT. REVIEWED BURLINGAME BLDG DEPARTMEN'l This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED BY DATE__-___ TA V4 rehiteets M I Arch itect5, Inc. ARCH TEGTURE PLANNING MANAGEMENT PE51GN 2221 OLYMPIC, BL\/P., 51JI TE 100 WALNUT GREEK, GA g45g5 q25-287-1174 Tel a25-q43-1581 Fax q25-878-g875 Gell muthanaamlarch(tect.com vwww.mlarchltect.com v d� W — IL � U C!l d z— z<� �QtL dz O�LU >o i- z sWo ZQ N to I- O° ED wpz �'- z t1� o Iu w � z0 X 00-i oo� �c F_F_o 0vw Q ' lT �Z uj IL I m WRY QRpFESS/ONq PO OFticy�� CY-1 No. E12752 -"a �* Exn a zwa F�C�TR 1,�P� ,S * - ISSUED FOR CONSTRUCTION 05-0S-11 ISSUED FOR PLAN CHECK ISSUED FOR PLANNING NO. DATE DESCRIPTION A a A A A ELEGTRIGAL FUELING CANOPY PLAN PROJECT #: I6-5083 DRAWN: JM GFIEGKED: MD 5GALE: AS NOTED DATE: 04-04-1-1 FM 1 E 0 Q I 0 N 0 0 T C 0 o� m 0 E 0 0 E 0 w 1 00 C) 0 i co i c E a_ m i a� E 0 c m 53 S L 0 53 0 m 0 0 rn M 00 0 LO 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 0, 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 EXISTING PANEL_ -B._ _MAIN LUG ONLY _.. u._.. _ ..__._ CO &M STORE - 120/208V, 3 PHASE, 4 WIRE _ (EXISTING) SURFACE VM. NEMA 1 (KAIC RATING =10 KAIC) MAIN LUG ONLY _...J _. _ BRANCH GRCUITBREAKERS: BOLT OR SIZEAS INDICATED _._. _ _ (ADDED GRCUrr BREAKER FRAM TO AMTTCH IXISTING)(NOTE#4) - DESIGNATION CKT. BRKR VVIRE SEEr. PLA SERVES VOLT -AMPS SERVES WIRE SEE PLAN CKT, BRKR DESIGNATION CKT. NO. PANEL SPACE AMP POLE LOAD A B C LOAD AMP POLE PANEL SPACE CKT. NO. 1 1 100 2 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 60 2 2 2 3 3 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 4 4 5 5 50 2 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 30 2 6 6 7 7 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 8 8 9 9 20 2 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 25 2 10 10 11 11 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 10 12 13 13 20 2 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 25 2 14 14 15 15 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 16 16 17 17 20 2 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 20 2 18 18 19 19 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 20 20 21 21 20 2 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 20 2 22 22 23 23 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 24 24 25 25 30 1 SERVES EXISTING LOAD (NOTE#1) 0 600 600 CANOPY LIGHT (NOTE#2 & #4) 20 1 26 26 27 27 20 1 CANOPY TIME CLOCK (NOTE #2 & #4) 200 0 798 598 CANOPY LIGHT (NOTE#2 & #4) 20 1 28 28 29 29 1 SPACE 0 600 600 CANOPY LIGHT (NOTE#2 & #4) 20 1 30 30 31 31 1 SPACE 0 598 598 CANOPY LIGHT (NOTE#2 & #4) 20 1 32 32 33 33 1 SPACE 0 0 0 SERVES EXISTING LOAD (NOTE#1) 20 2 34 34 35 35 20 2 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 36 36 37 37 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EASTING LOAD (NOTE#1) 20 2 38 38 39 39 20 2 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 40 40 41 41 SERVES EXISTING LOAD (NOTE#1) 0 0 0 SERVES EXISTING LOAD (NOTE#1) 20 1 42 42 NEWCONNECTED LOAD (NOTE#4) 1,198 798 600 EXISTING CONNECTED LOAD OF DEVICES WHICH REMAIN IN SERVICE 10,150 11,150 12,450 TOTAL CONNECTED LOAD (NOTE#3) 11,348 11,948 13,050 i __... BUS PA 11,348 VA BUS B: 11,948 VA CONTINUOUS LARGEST KITCHEN R CONNECTED TOTAL N.E.C. BUS C: 13,050 VA LOAD: (CL) MOTOR LOAD: (LML) LOAD (KL) LOAD: COMPUTED LOAD: TOTAL: 36,346 VA ( 800 VA 0.25) + ( 0 VA 0.25) - ( 0 VAx 0.35) + 36,346 VA = 36,546 VA CALCULATED LOADS PER CHAPTER 2 OF N.E.C. AMPERES @ 120/208V, 3 PHASE = 101 AMPS (AVERAGE) NOTE #1: FIELD VERIFY AND IDENTIFY EXISTING DEVICES AND BERANCH CIRCUIT. KEEP EXISTING DEVICES AND BERANCH CIRCUIT WHICH REMAIN IN SERVICE REMOVE BERANCH CIRCIT AND ASSOCIATED COMPONENT FOR DEVICES WHICH NO LONGER REMAIN IN SERVICE NOTE #2: PROVIDE NEW CIRCUIT BREAKER IN EXISTING SPACE. NEW CIRCUIT BREAKER FRAME TO MATCH EXISTING PROVIDE ALL MODIFICATION TO ALLOW INSTALLATION OF NEW CIRCUIT BREAKER. NOTE #3: EXITING LOAD INCLUDE THE LOAD ON EXISTING EQUIPMENT WHICH REMAIN IN SERVICE. NOTE #4: NEW ADDED LAOD NOTE #5: REMOVE (E) PANEL AND ASSOCIATE WIRING. CL CL CL CL CL CL CL CL CL CL CL CL CL CL -- PANEL....... A_ _._-. E 225 AMP FRAME -- - MAIN BREAKER-150 AMP' 3 POLES WITH SHUNT TRIP 120/208V,1 PHASE, 3 WIRE BRANCH CIRCUIT BREAKERS BOLT ON, SIZE AS INDICATED 42 CIRcum SURFACE MOUNTED INTERRUPTING RATING 2Z,000 AMPS RMS SY MMETRICAL NEMA 1 ENCLOSURE LISTED FOR WET LOCATION CUSTOM PANEL TO ALLOW FOR SWITCHING NEUTRAL (AVILABLE SHORT ORCUrf=11,150 AIC) DESIGNATION CKT. BRKR WIRE SEE PLAN SERVE& VOLT -AMPS SERVES WIRE SEE PLAN CKT. BRKR DESIGNATION CKT. NO. PANEL SPACE AMP POLE LOAD A N B LOAD AMP POLE PANEL SPACE CKT. NO. 1 1 20 2 FUEL DISPENSER (#1 & #2) 1,000 2,000 1,000 FUEL DISPENSER (#3 & #4) 20 2 2 2 0 0 5 5 20 2 FUEL DISPENSER (#5 & #6) 1,000 2,000 1,000 FUEL DISPENSER (#7 & # 8) 20 2 6 6 9 9 20 2 SPARE 0 0 0 SPARE 20 2 10 10 13 13 20 2 FUEL SYSTEM CONTROL PANEL 1,000 2,000 1,000 FUEL SYSTEM CONTROLLER 20 2 14 14 17 17 20 2 SPARE 0 0 SPARE 20 2 18 18 21 21 20 2 SPARE 0 0 0 SPARE 20 2 22 22 25 25 20 3 FUEL TANK 1,000 2,000 1,000 FUEL TANK 20 3 26 26 0 1,000 2,000 2,000 1,000 '30-- 31 31 20 3 FUEL TANK 1,000 1,000 0 SPACE 3 32 32 1,000 1,000 0 37 37 20 3 SPARE 0 0 0 SPACE 3 38 38 0 0 0 TOTAL CONNECTED LOAD 7,000 0 7,000 BUS A: 7,000 VA BUS N: 0 VA CONTINUOUS LARGEST KITCHEN CONNECTED TOTAL N.E.C. BUS B: 7,000 VA LOAD: (CL) MOTOR LOAD: (LML) LOAD (KL) LOAD: COMPUTED LOAD: TOTAL: 14,000 VA ( 7,000 VA x 0.25) ( 0 VA 0.25) ( 0 VA x 0.35) + 14,000 VA = 15,750 VA CALQILATED LOADS PER CHAPTER 2 CFNEG .._ AMPERES @ 120/208V 1 PHASE = 76 AMPS (AVERAGE) AMPERES @ 120/208V,1 PHASE _; 109 AMPS (HIGH PHASE) CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 0 0 0 _0 0 0 0 0 CL 1 CIL CL : 1 CL 1 CL 1 CL 1 CL 1 CL 1 CL 1 0 0 0 0'. 0; 0' 0 0 0 0 0 0 0 i I I 6C (E) PGBE SERVICE (E) PG 4 E METER MAIN SWITCHBOARD "M5" (E) 600A-12O/208V-3(P-4W5N I 225 I (5 (E) 13 225(E) j2 125(E) L-- --- --- -- (E) (E) (E) PANEL PANEL PANEL B G A 2 I 2 I� I� (E) ; (E) HFO I I I 1 PROV1510N5 FOR EMERG FUTURE p J STOP m �J 120V PANEL R E 3 ® R RE1/15ED CONDITION -ONE LINE DIAGRAM MAIN SWITCHBOARD SCHEDULE Ckt No. Item Connected Demand Feeder Breaker KVA Amps KVA Amps 1 EXISTING PANEL B 36.30 100.76 EXISTING FEEDER 225A-3P 2 ESISTING PANEL C 65.00 152.66 EXISTING FEEDER 225A-3P 3 EXISTNG PANEL A 26.00 72.17 EXISTING FEEDER 225A-3P 4 PANEL E 16.75 75.72 2 1/2"-3#350KCM,1#2/0 G 150A-3P 5 0.00 0.00 3P 6 0.00 0.00 3P 7 SPACE 0.00 0.00 3P Total Load: 133.05 1 401.31 1 0.00 1 0.00 Main Switchboard: MS Bus Size: 600 AmpICU: X AL: Main Breaker: 60OA-3P Mounting: Surface (NEMA 3R) Phase:3 Wire: 4W Voltage: 120/208 Feeder: See One Line Diagram SHEET NOTES FI PROVIDE NEW GIRGUIT BREAKER IN EXISTING SPACE. CIRCUIT BREAK TYPE TO MATCH EXISTING WITH HIGHER SHORT GIRGUIT RATING. PROVIDE ALL MOUNTING HARDWARE AS REQUIRE TO SUIT EXISTING 5WITCHB0ARD. a PROVIDE SHUNT TRIP. RUN IT TO EMERGENCY STOP PER MANUFACTURER-5 REQUIREMENT. EMERGENCY STOP MUST SHUT DOWN POWER TO ALL DISTRIBUTION AND OTHER EQUIPMENT WHICH SERVICE FROM PANEL "E". ❑3 PROVIDE 150LATE RELAY PER MANUFA6TURER'5 REQUIREMENT FOR EACH 13RANGH CIRCUIT SERVING FUEL SYSTEM TO SUIT MANUFACTURER'S REQUIREMENT FOR ISOLATION OF BRANCH CIRCUITS. ® PROVIDE CUSTOM SINGLE PHASE PANEL WITH TWO POLE BREAKERS. PROVIDE BU51NG ARRANGEMENT IN SUCH THAT EACH TWO POLE BREAKER CONNECTED TO PHASE BUS AND NEUTRAL BUS TO ALLOW EACH NEUTRAL CONDUCTOR TO BE SWITGHED VIA CIRCUIT BREAKER. PROVIDE ALL REQUIRED LABELING, BUS MODIFICATION AND OTHER RELATED ITEM TO RENDER A COMPLETE AND OPERABLE SYSTEM. PROVIDE EMERGENCY STOP FOR EXTERIOR INSTALLATION. PROVIDE WITH GUARD TO ALLOW EXTERIOR BUILDING INSTALLATION PER MANUFAGTURER'5 REQUIREMENT. CONNECTED LOAD SUMMARY 208/120 VOLTS AC, 3 PHASE, 4 WIRE 600 AMP MAIN BREAKER PEAK CONNECTED LOAD (KVA): (HIGHEST CONNECTED LOAD) 133.1 KVA POWER FACTOR (ASSUME 0.95 PF): 0.95 SUB -TOTAL: 140.1 KVA PLUS 20% PER NEC: 28.0 KVA TOTAL LOAD: 168.1 KVA 466.5 AMPS @ 208/120, 3 PHASE TOTAL CALCULATED LOAD: 466.5 AMPS @ 208/120V, 3 PHASE SERVICE SIZE: 600.0 AMPS 208/120V, 3 PHASE THE ABOVE CALCULATED LOAD IS BASED ON CONNECTE LOAD AND FUTURE LOAD ,THE ACTUAL DEMAND LOAD WILL BE LOWER THAN C NNECTED LOAD. THE SERVICE SIZE IS ADEQUATE REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION TA V4 relu`teet.; M I Arch itecte, Inc. ARGHITEGTURE P L A N N I NG MANAGEMENT D E 5 1 G N 2221 OLYMPIG BLVD., SUITE 100 WALNUT CREEK, GA g45cf5 q25-287-1174 Tel c125-q43-1581 Fax q25-878-g8`75 Geli muthona®miorchitect.com www.mlarchltect.com vj�Ll fm =<O w - U_ w m Q z<Z<y \b0� OQz 0� �Q z3: STLU E 3:Q0 Lu z tu QLU m vlu4 0_ �-- � Ui z Q gU_ 3: O �-- Oz ,�LU HQ Uu1 z `7- O ° Q vv� 0����00Z Ir- vp IL IL PD DIP - co cD z m or- No. Et 2752 j __0 - 1551JED FOR GON5TRUGTION 05-08-I1 155UFD FOR PLAN CHECK 155UED FOR PLANNING NO. DATE DE5GRIPTION ONE LINE DIAGRAM, LOAD SUMMARY, MAIN 5NITGH50ARD 5GHEDULE t PANEL 5GHEDULE5 PROJECT #: 16-5085 DRAWN:JM CHECKED: MD 5GALE: A5 NOTED DATE: 04-04-1"1 FM 1,00 20 fi',�NEL 5GHEIDUL,E5 18 MAIN 5YNITCHBOARP 5CHEDUL.E ' � LOAD 5 (i ,�1 A Y r urli uj NONE NOT.(E uot�E v iv! ivI 1 14=4i1 OF SECTION 16000 ELECTRICAL GENERAL REQUIREMENTS v (1) E PART 1 1.01 DESCRIPTION A. Provide a complete working installation with all equipment called for in proper operating condition. Documents do not undertake to show or list every item to be provided. When an item not shown or listed is clearly necessary for proper operation of equipment which is shown or listed, provide the item which will allow the system to function properly at no increase in contract price. 1.02 MATERIALS AND SYSTEMS A. UL Labels: Provide UL listed and labeled materials where listing service is normally provide for project. B. Materials: Provide new and ship to jobsits in original manufacturer's containers or bundles. All products, equipment and materials shall be labeled or listed by nationally recognized testing laboratory. 1.03 CODE COMPiANCE A. Comply with applicable codes, laws, rules, regulations and standards of applicable code - enforcing authorities. 1.04 REQUIREMENTS OF REGULATORY AGENCIES A. Nothing in the Drawings or Specifications shall be construed to permit work not conforming to applicable laws, ordinances, rules or regulations. B. It is not the intent of Drawings or Specifications to repeat requirements of Codes except where necessary for completeness or clarity. C. Published Specifications, Standards, tests and recommended methods of trades, industry of governmental organizations cited below apply to this work. 1. CEC - California Electrical Code (CAC Tide 24 - Part 3) 2. CSFM - Califomia State Fire Marshal 3. NEC - National Electrical Code (NFPA-70, ANSI-Cl) 4. NEMA - National Electrical Manufacturer's Association 5. NFPA - National Fire Protection Association 6. UL - Underwriter Laboratories 7. ANSI - American National Standards Institute 8. NETA - National Electrical Testing Association ((NETA-2007) 9. Applicable State and local codes and ordinances If any of the requirements of the above are in conflict of one another, or with the requirements of these specifications, the most stringent requirement shad govern. 1.05 FEES AND PERMITS: OBTAIN ALL PERMITS AND PAY ALL INSPECTION FEES REQUIRED FOR THE COMPLETE ELECTRICAL SYSTEM. 1.06 QUALITY ASSURANCE A Conform with conditions shown and specified. Coordinate with other trades for best possible assembly of combined work. Relocate equipment when necessitated by failures to coordinate work or to advise Architect of conflicts in writing. B. Design of wiring systems is generally based on product of one of the manufactures cited; equipment by other manufacturers shall be treated as substitution. Where wiring for product installed necessitates modifications of wiring shown on drawings, Contractor is responsible for installation of wiring appropriate to product installed. 1.07 ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (N.E.C.), (CHECK WITH LOCAL INSPECTOR FOR EDITION), AND OTHER GOVERNING BODIES WHICH HAVE JURISDICTION OVER THIS PROJECT. 1.08 WHERE APPLICABLE, ALL FIXTURES, EQUIPMENT AND MATERIALS SHALL BE AS APPROVED OR LISTED BY THE FOLLOWING AGENCIES: A. Factory Mutual Laboratories. B. National Fire Protection Association. C. Underwriters laboratories, Inc. (UL). D. National Electrical Manufacturers Association (NEMA). E. Americans with Disabilities Act 1.09 EXAMINATION OF THE SITE A. All Contractors must visit site and verify existing site conditions. Failures to visit the existing site will in no way relieve the successful bidder from the necessity of furnishing complete work in accordance with drawings and specifications without additional cost to the others. 1.10 DELIVERY, STORAGE AND HANDLING A. Protect from loss or damage. Replace lost or damage materials and equipment with new at no increase to Contract Sum. B. Store materials on the job site so as to prevent damage. C. Keep fixtures, equipment and materials clean, dry and free from deleterious conditions. D. Where items of electrical equipment and/or materials are fumished by others for installation by electrical contractor, electrical contractor will be held responsible for the unloading of such equipment and/or materials from the delivery truck. He shall check equipment and/or materials upon receipt and notify party fumishing item of any damage or missing equipment. He shall coordinate installation with Contractor providing equipment 1.11 TESTING A Contractor provided testing. B. Provide complete testing of switchboards, panelboards, lighting, lighting controls, and other related signal systems. C. Provide complete testing at the jobsite after equipment is installed and configured as specified. Testing shall be done by qualified testing institution. 1.12 SUBMITTALS A. Product literature for. 1. Conduit and conduit fittings. 2. Outlet, junction boxes and pull boxes. 3. Wire and cable. 4. Wiring devices. 5. Addition and modifications to existing distribution equipment 6. Fire stop penetration systems. 7. Explosion proof components. 8. Splicing and terminating materials. 9. Anchors and support system. 10. Framing and hanger systems. 1.13 DRAWINGS AND COORDINATION WiTH OTHER WORK A. Drawings: 1. For purpose of clarity, legibility, Drawings are essentially diagrammatic. Exact routing of wiring and locations of outlets, panels, etc., shall be governed by structural conditions, obstructions and existing conditions. Architect reserves the right, at no increase in price to make any reasonable change in location of electrical items, exposed at ceiling and/or on walls, to group them into orderly relationships and/or increase their utility. Contractor shall verify Architect's requirements in this regard prior to roughing -in. 2. Dimensions, location of doors, partitions, similar physical features shall be taken from Architectural Drawings, verified at site under this Division. Consult Architectural Drawings for exact location of outlets to center Architectural features, panels, etc., at the approximate location shown on Electrical Drawings. 3. Mounting heights of brackets, outlets, etc., shall be as required. 4. Drawings indicate, generally, routes of all wiring. All runs to panels are indicated as starting from nearest outlet, pointing in direction of panel. Continue all such circuits, conduits to panel as though routes were in their entirety. R Coordination: 1. Walk all "fight" conditions involving work under this Division and existing work in advance of installation. If necessary, and before work proceeds in these areas, prepare supplementary Drawings under this DIVISION for review, showing all work in 'tight' areas. Provide complete layout of all electrical equipment and routing of all raceways, supports, attachments, etc., drawn to scale at'/,° = V-w (minimum). Install work to suit or as directed by Architect. 2. Difference or disputes concerning coordination, interference or extent of work between Divisions shall be decided by Contractor. His decision, if consistent with Contract Documents requirements, shall be final. 3. Coordinate electrical power and control wiring requirements of mechanical equipment with Division 15. Provide drawings including elevations and sections as necessary for coordination of work and integrate this information with Division 15 Installation Coordination Drawings. 4. Provide templates, Information and instructions to other Division to property locate holes and openings to be cut or provided for electrical work. C. Equipment Rough4n: 1. Rough -in locations shown on Electrical Drawings for equipment furnished by Owner and equipment furnished under other Divisions are approximate only. 2. Obtain exact rough4n locations from following sources: 3. From shop Drawings for Contractor fumished and installed equipment 4. From Architect for Owner fumished - Contractor installed equipment. 5. From existing equipment where such equipment is relocated under this Contract 6. Verify electrical characteristics of equipment before starting rough -in. Where conflict exists between equipment and rough -in shown on Drawings obtain clarification from Architect and provide as directed. 7. Unless otherwise shown or specified, provide direct raceway and conductor connections from building wiring system to equipment terminals for direct connected equipment which is Contractor furnished and Contractor installed, Owner furnished and Contractor installed, and for existing equipment relocated by Contractor. equipment which is Contractor furnished and Contractor installed, Owner fumished and Contractor installed, and for existing equipment relocated by Contractor. 8. Provide plug-in receptacle cap for cord connected equipment which is Contractor furnished and Contractor installed, Owner furnished and Contractor installed and for existing equipment relocated. Provide new cord and cap if required on Owner fumished and Contractor installed equipment 9. Provide disconnect switches and/or enclosed circuit breaker, flush type in finished spaces, where shown or required by code for direct connected equipment 1.14 PRODUCT: MATERIAL A. See individual section for additional requirement. B. Equipment specified by manufacturer's number shall include all accessories, control, etc., listed in catalog as standard with equipment Fumished optional or additional accessories as specified. C. Where no specific make of material or equipment is mentioned, any product of reputable manufacturer which conforms to equipments of system may be used. D. Equipment and material damaged during transportation, installation, or operation is considered as totally damaged. Replace with new. Variance from this permitted only with written approval. 1.15 EXECUTION -INSTALLATION A. Manufacturer's directions: Follow in all cases where manufacturers of articles used furnished directions covering points not specified or shown. B. Equipment Accurately set and leveled with supports neatly placed and properly anchored as shown and specified. Provide means of brining in and installing equipment into position inside building. Disassemble equipment where necessary to move into place and reassemble in final location. C. In the event that conflicts, if any, cannot be settled rapidly and amicably between the affected trades, with work proceeding in a workmanlike manner, then the architect/engineer shall decide which work is to be relocated and his judgment shall be final and binding on this Contractor. D. No measurements of a drawing by scale shall be used as a dimension to work by unless specifically noted otherwise. The drawings are not intended to show complete or accurate details of the building in every respect. Exact locations and relations are to be defined in the field and shall be satisfactory to the Archited/Engineer. This Contractor shall take all field measurements and shall be responsible therefore. E. Compare drawings and specifications, checking all measurements and determine intent of Contract Documents. Discrepancies shall be brought to the Architect/Engineer's attention for interpretation prior to any Installation. F. The right is reserved to make any reasonable change in location of outlets and equipment prior to roughing -in without involving additional expense. Any change from the electrical drawings as is necessary to make the work of this Contractor conform to the building as constructed and to fit the work of the other trades shall be included in Contractor's Contract and installed without extra cost 1.16 EQUIPMENT IDENTIFICATION A. Properly identify equipment, circuit breakers, and other apparatus used for operation of, or control of, circuits, or equipment by means of engraved laminated plastic descriptive nameplates mounted on apparatus using self -tapping screws. Cardholders in any form are not acceptable. B. Provide numbered band on each wire in branch circuit outlet boxes indicating circuit number corresponding to those on Drawings. Mark circuit number on cover of outlet boxes. C. Provide identification using pressure -sensitive vinyl pipe markers 1-1/4" high letters on feeder, conduit 20 feet on centers in exposed areas for the following: D. 120/208 Volts - Orange wit black letters. E. Ground - Orange with black letters. F. Neutral - Yellow with black letters. G. Telephone - Yellow with black letters. H. Signal and Control - Yellow with black letters. 1.17 CLEANING A. Cleaning equipment, completed work and premises: After the completion of all installations, each system shall be thoroughly cleaned to remove all foreign paint, grease, oil, dirt, labels and stickers, etc. from all fixtures, equipment, etc. The Contractor shall remove all rubbish, debris, etc. accumulated from his operations from the premises. B. Protect all equipment and systems against harmful exposures to, or accumulations of dust and moisture, flooding, corrosion or other forms of damage and clean and restore damaged finishes as may be required to place installations in a "like -new" condition before acceptance by this Architect. 1.18 PATCHING A. All equipment, panelboards switchboards, etc. shall be factory finished in baked enamel or lacquer, or as specified. Standard factory finishes shall be approved. Any scratches shall be neatly touched up by the installing Contractor. B. All metal work installed by the Contractor exposed to the weather and not factory finished shall be painted with two coats of oil paint of color selected by Architect All paint must be corrosion proof and listed for installation for outdoor and hazardous areas. C. All finish painting shall comply with the painting section of the specifications. 1.19 CUTTING AND PATCHING A Perform all cutting and patching required to complete the work, except where specifically shown on the Architectural or Structural drawings. B. Do all cutting, repairing, including structural reinforcing, necessary for work under this Division. C. Do no cutting or patching without approval of Architect Repair damage done by this cutting to original condition in Architect's opinion. D. Refer to Architectural drawings and specification for additional requirements. 1.20 ELECTRICAL DEMOLITION A. Coordinate with general demolition work. B. Before electrical demolition begins, trace all conduits and wiring within the area beds to the equipment, boxes or to the panels from which they are served; identify and label with legible labels all items to remain and all items to be removed. C. Provide additional wiring and work as required to maintain service to adjacent occupied areas and existing lighting, power and signal which remain in service. D. Disconnect all circuits to be removed and identify them. Modify existing wiring, remove and replace with new wiring as require to suit field conditions. E. Relocate or rehang existing active conduit boxes and related components, which are supported on ceilings or partitions to be demolished. F. Relocate existing active conduits wherever they interfere with new project area light, power, signal. Mechanical equipment, Mechanical ductwork, piping, etc.. Conform to anchorage details shown on electrical Drawings. G. Prior to any demolition, coordinate with owner representative any shutdown required. Provide schedule of electrical components that require relocation and/or upgrading prior to demolition. Seal both ends of all existing and conduit in hazardous area. H. Verify all the underground power and signal systems. Intercept and extend to new power panel or monitoring system. Remove existing conductors and cables and provide new wiring. Coordinate all wiring for dispenser units and underground tank in field prior to commencing any work. 1. All wiring terminations to existing dispenser and underground tank must be done under the direct supervision of the Owner's equipment supplier representative. 1.21 APPROVALS: OBTAIN ALL PERMITS AND APPROVALS FROM THE GOVERNING BODIES WHICH HAVE JURISDICTION OVER THIS PROJECT ARCHITECT AND OWNER. PART 2 BASIC ELECTRICAL MATERIALS AND METHODS 2.01 QUALITY ASSURANCE A. Conform with conditions shown and specified. Coordinate with existing conditions for best possible assembly of work. Relocate equipment when necessitated by other failures to coordinate work or to advise University Representative of conflicts in writing. B. Design of wiring systems is generally based on product of one of the manufacturers cited. Where wiring for product installed necessitates modifications of wiring shown on drawings, Contractor is responsible for installation of wiring appropriate to product installed. 2.02 GENERAL REQUIREMENTS A. New Materials - as applicable. B. Approved for use by State Fire Marshal, the authority having jurisdiction, and Owner's Representative when applicable. C. Architect's Representative reserves right to reject items not in accordance with this Specification either before or after installation. D. Groups of items having same or similar function shall be by single manufacturer to facilitate maintenance and service. 2.03 RACEWAY A. Electrical Metallic Tubing (EMT): Steel, hot -dipped -galvanized or elec ro-gatvanized; Allied, National, General Electric, or equal. B. Rigid conduit and fittings heavy wall steel (HWRS), hot dipped galvanized; Allied, National, General Electric; or equal. C. PVC coated rigid steel conduit (HWRS/PVC), Hot -dip galvanized Heavy Wall Steel, exterior coated with 40 mll PVC coating with flexible, 2-part chemically cured urethane (2mtls nom.) interior coating. Fittings to be coated same as conduit Rob Roy "Plasti-Bond Red", Perrna- Cote Supreme, or equal. D. Flexible Metal Conduit Standard weight interlocked steel; Greenfield type where expose to oil, grease or water (Maximum length allowed for each run is 6'-0"); Aflex, Allied, General Electric or equal. E. Liquid -tight conduit for outdoor, damp and wet location and equipment connection. (Maximum length allowed in each run is V-0"): Grey outer cover, Allied or equal. F. Minimum conduit size - 3/4"and 1" conduit for underground. G. Conduit Fittings: 1. EMT Fittings: Steel type only; die-cast types not acceptable. Connectors with insulated throat Compression type only. 2. HWRS: Threaded couplings or union where required connections: Steel locknuts and steel or malleable iron bushings, nylon insulated throat. 3. HWRS/PVC: Similar to HWRS except with 40 mil PVC exterior coating, 2 mil interior coating and with pressure -sealing sleeves. Rob -Roy, T&B, OZ, or equal. 4. Provide explosion proof fitting for hazardous area. 5. Seal all conduit at both ends in hazardous areas. Contractor must field verify and provide all required components to meet hazardous area requirements. 6. Liquid -tight Steel or malleable iron with nylon insulated throats T&B 5300 Series, or equal. 7. Flexible Metal Conduit T&B "Tlte-Bite" 3100 Series, Appleton, Crouse -Hinds, OZ or equal. 8. Straps: Malleable iron, one hole, hot -dipped galvanized. T&B 1200 or 4100 Series. Spacer. T&B 1350 Series. OZ, T&B or equal. 2.04 WIRE AND CABLE A. Building Type (600 Volt Class): New with 600 Volt insulation copper except as noted. #12 AWG minimum. All wires smaller than #8 shall be solid, #8 or larger shall be stranded. B. #12 AWG through #1 AWG: 1. Bare stranded (Class B) copper conductor. 2. insulation: PVC insulation with nylon covering - THHN/THWN. C. #1/0 AWG and larger: 1. Uncoated annealed copper conductors Class B stranded per Standard 44. 2. Insulation: Rate for 90 degree C wet or dry operation, fire retardant, chemically cross - linked polyethylene (XLP). Type XHHW-2m, VW-1 per UL Standard 44. D. Tirex cord: Type SO, Okonite ore approved alternative. E. THWN/THHN/MTWW: Copper 19 strand (Class C) #14 AWG for control except as noted. All terminations to be made with nylon insulated pressure type ring terminals. F. Manufactured by Western, Alcoa, Carol, Anaconda, General Electric, Columbia. 2.05 CONUDCTORS (600 VOLTS CLASS) A. Install all conductors in raceway as hereinbefore specified. B. Make up splices in outlet boxes with at least 8 inches of correctly color -code tails protruding from box. Secure joints electrically and mechanically by means of reinsulated connectors or solder less connectors and insulators as hereinafter specified. C. Color Coding: 1. Nominal system A B C Neutral Ground youg 12001208V Black Red Blue White Green 2771480V Brown Orange Yellow White Green 2. Vinyl color coding marking tape may be used to identify conductors where colored installation is not available. 3. Where special color coding is required, submit proposed color coding to Architect for review prior to installation. 4. Provide color -coded special signal, communications and control cable and wiring as shown. 2.06 CABLE PULLING (600 VOLTS CLASS) A. Prior to pulling feeders submit cable pulling tension calculations Including jam ratio tension, friction and sidewall pressure with and without pulling lubricants. Clean all conduits 2" and larger with a wire brush mandrel and swab with clean cloth prior to putting cables. B. Cable pulling of feeders shall utilize equipment designed for cable pulling with continuous display of actual tension. C. The above calculations are not required for feeders that are hand pulled without mechanical pullers. D. Examination of Site: Visit and verify location of existing utilities and related facTities and install work to suit E. install feeder cables in longest continuous length possible to minimize splices. F. Where splices are required due to job conditions review proposed locations of splices with Architect and locate as directed. Costs for splices are included as part of the work. G. Swab conduits before installing cables and exercise care in pulling to avoid damage or disarrangement of conductors. Utilize pulling lubricants as required. H. Minimum cable bending radius is ten (10) times its outside diameter. 1. Identify feeder cables at terminals with plastic tags in each pull box or at each termination, indicating equipment served/panel origination. 2.07 SPLICING AND TERMINATION MATERIAL A. For wire up to #8: Pre -insulated connectors, twist -on color coded with expandable spring grip, steel sheet and PVC insulator. 3M Type "U, R, G or B"; Ideal or equal. B. For wire #6 and larger. solder Tess connectors, T&B Locktite, with :"Scotchfill" or two layers Filler Tape and plastic electrical tape as hereinafter specified, or UL-approved splicing kits, T&B, MAC, Raychem, 3M or equal. C. Tape: Vinyl plastic, 7-mil, flame retardant rated to meet requirements of UL 510. Apply three (3) layers half -lapped (minimum) for 121/208v circuits> Manufacturers: 3M #33, Ideal or equal. D. Butt Splices: Use heavy duty tong barrel copper compression connectors, 3M Series, 110XX Series or equal with listed matching compression tool. Insulate with EPDM Rubber cold shrink connector insulators, 3M-PST 8420 Series or equal. E. Terminal Lugs: For #10 AWG and smaller. Heavy duty electro tin plated copper with non - insulated flanged -fork tongue and serrated brazed seam barrel. After insulation barbed and wire with 1 inch long heavy wall heat shrinkable cover. T&B "STAKON"PShdnk-On", AMP, 3M, Ideal or equal. F. For #8 AWG and larger. Cast bronze set screw, single or multi -barrel type with internal cable strand saddle: T&B "Locktlte', Bundy, Penn -Union, Blackburn, OZ or equal. Compress type, heavy duty cast copper. T&B 32000 or 31000 Series, Bumdy, Pen -Union, Blackburn or equal. G. All conductors in hazards area must be splice in explosion proof enclosure all splice shall meet NEC and equipment supplier requirement All wiring at hazardous area shall be run such that to minimize conductor splicing. 2.08 OUTLET BOXES AND JUNCTION BOXES A. Galvanized steel one-piece type, sizes as required. B. Boxes for lighting fixtures outlets, 44nch octagon, or 4-inch square minimum, with fixture stud where required. C. Through, or back-to-back outlet boxes shall not be installed. Where noted back-to-back, offset outlets as required, fill conduit with hydroseal, and warp boxes with 1/8 inch polyisobutyl butylenes acoustical compound for sound control. D. Switch and receptacle outlets: 44nch square, 1-1/2 inch deep minimum; in furred walls, with raised cover for single device, ganged where required. E. Flush outlet boxes located on exterior building wall: weatherproof flush type. F. Surface -mounted outlets and junction boxes on exterior of building: cast -metal type with threaded bulbs and gasket or NEMA 4X stainless steel with neoprene gasket. G. Telephone outlets; 4-11/16 Inch square box with single gang ring. H. Pullboxes and pull fittings shall be accessible with removable covers secured with brass machine screws. 1. Junction boxes shall be minimum 4" square or octagon, not less than 2° deep, deeper If required by the number of wires or construction, with appropriate covers. Provide with 3/8° stud where lighting fixture is suspended for box. J. All switch and receptacle outlets shall be equipped with minimum 4" box. Gang boxes shall be provided where groups of switches occur. All boxes shall be equipped with proper raised covers, mounted at heights shown on drawings, or as directed. The approximate location of outlet boxes is shown on the drawings, but care shall be taken to install by other trades. Special outlets shall have proper boxes to accommodate special equipment Outlet boxes in masonry shall be of proper depth to allow conduit to be installed without cutting of shell of blocks, etc. K. All switch, j-boxes , receptacle outlets and rough- connection to equipment at hazardous area shall be explosion proof type. Provide explosion proof Gang boxes where groups of switches occur. All boxes shall be equipped with proper explosion proof covers, mounted at heights as directed by equipment supplier. The approximate location of outlet boxes is shown on the drawings, but pre shall be taken to Install by other trades. Special outlets shall have proper explosion proof boxes to accommodate special equipment L. All switches, j-boxes, receptacle outlets, and rough -connections to equipment at wet or damp areas shall be fully gasketed, water proof type. Provide water proof gang boxes where groups of switches occur. All boxes shall be equipped with proper covers, mounted at heights as directed by the equipment supplier. The approximate location of outlet boxes is shown on the drawings, but pre shall be taken to install by other trades. Special outlets shall have proper water proof boxes to accommodate special equipment Provide NEMA 4X - stainless steel boxes in all wet areas. M. Outlet boxes shall be as manufactured by Appleton, Steel City, RACO or Crouse -Hinds. N. Boxes for all exterior conduit or conduit mounted in exterior walls shall be weatherproof "FS" or "FD" type provided with gasketed watertight cover with weatherproof fitting and gasketed covers. Manufacturer. Crouse -Hinds, Appleton, Killark, or Plye National. REVIEWED 13URUNGAME BLDG DEPARTMENT This plan check shall nombe construed to be pany erx For, or and approval violation of the provisions of Burlingame Buildinq Codes APPROVAL PENDING FINAL FIELD 114SPECTiON E`i-- RFViEWED BY-r- LTA 04 M I Architects,, Inc. A R G H I T E G T U R E PLANNING MANAGEMENT D E 5 1 G N 2221 OLYMPIG BLVD., 5U I TE 100 WALNUT CREEK, GA a45a5 c[25-28'7-11-74 Tel Q25-a43-1581 Fax G25-8-18-G8-75 Gell muthona®miorchitect.com wiemnlarch ltect.com Ci v UJ - U_ �O V �Z- ZQE Q Lou 3:>O XU lu �i I z o� V­ Q F Q m v U1 0 �� �w!L lu OLLl lu :r p }- ,Lw lu oo QQQ vu� V V 0! �dQ lU lu �ILH_ /ROFESS/p� u�Q, zm oG No. E12752 \\* roe 9~2018 - 15-OUED FOR CONSTRUCTION 05-08-11 155UED FOR PLAN CHECK - ISSUED FOR PLANNING NO. DATE DESCRIPTION A - - A A A A ELEGTRIGAL 5PEGIFIGATiON5 PROJECT #: i 6 -SO83 DRAWN: JM CHECKED: MD SGALE: NONE DATE: 04-04-17 F=2,00 SHEET OF 2.09 LARGE JUCNTION AND PULL BOXES: (LARGER THAN 12"X12"X6") A. Install large junction and pull boxes with Kindorf, Unistrut, or equal channels on walls or ceilings where required. Provide NEMA 4X stainless steel in wet and exterior locations. and explosion proof type at hazardous area. B. Unless otherwise shown, fabricated from code gauge steel, galvanized and painted after fabrication. C. Submit fabrication details (shop drawings) for all larger junction and pullboxes for review prior to fabrication. D. Finish to match panelboards. E. Provide seismic bracing as shown for required. 2.10 UNDERGROUND PULL BOXES A. New, fabricated from pre -cast concrete. B. Design Criteria: 1. Structural design in accordance with the ACI 318-89, AASHTO Sixteenth Edition and ASTM C857-87. 2. Structural design for HS-2044 traffic wheel toads per AASHTO as last revised. 3. Concrete compressive strength shall be a minimum 4,500 psi at 28 days. 4. Yield strength of the reinforcing steel shall be 60,000 psi Grade 60 and shall be in accordance with ASTM A-615 and/or ASTM A-706. 5. Sal density is assumed to be 120 PCF. Assumed saturated soil conditions to be V- 0". 6. Design shall include a lateral live load surcharge in accordance with ASTM C857-87. C. With the following features: 1. Steel checker plate bolt down component with bolting arrangement except otherwise noted on the drawings. 2. Drain holes. 3. Provide traffic rated cover for all underground pull boxes except otherwise noted on the drawings. 4. identification: Provide nameplate on cover of pullbox for Electrical, Lighting, Signal, Ground, and PG&E. 5. The size of the nameplate per industry standards. 6. Contractor must submit name schedule for underground pull box lids for review and approval prior to fabrication. 7. Conduit entry holes as required to allow Installation of raceway to suit field conditions. 8. Depth of pull box as required in field to suit. 9. Provide reinforced concrete extension as required to suit trench depth. D. Concrete cover section with hinged, galvanized steel diamond plate lid and locking hatch. E. Size and arrangement of underground pull boxes for PG&E services must be listed and approved by PG&E. Size as required by PG&E. Contractor must provide size to meet utility company's Latest requirements. F. Size and arrangement of underground pull box for telephone, data and television service must be listed and approved by telephone and television company. Contractor must provide size to meet utility company's latest requirements. G. Size and arrangement as shown on drawings. if not shown on the drawing, contractor shall include to provide 24" x 36" box with depth for power and 36" x 49" box for signal system as required. H/20 loading rated. H. Manufacturer: Christy, Brooks, Utility Vault or equal. 2.11 SWITCHES FOR LIGHTS A. 20A-277V, AC type specification grade with binding terminals: Hubbell #1221 Series, Leviton, Arrow Hart, or equal. B. Color. White. Final selection shall be by Architect. 2.12 RECEPTACLES A. 20A-125V, Specification grade, 3 wire grounding type: Hubbell #5362 Series, Leviton, Pass and Seymour, Arrow Hart, or equal. B. 20A-125V, Specification grade, ground fault circuit interrupter with wire leads: Hubbell OGF5362 Series, Leviton, Pass and Seymour, Arrow Hart, or equal. C. 20A-125V, Specification grade isolation, ground type: Hubbell #53621G Series, Leviton, Pass and Seymour, Arrow Hart, or equal. D. Special outlet type and rating to match equipment plug configuration. Provide explosion proof type in hazardous area. E. Color: White. Final selection shall be by Architect. 2.13 PLATES 2.14 2.15 E 2.16 2.17 E a> 0 A. Concealed work: Stainless steel stain finish, single or one-piece gang type, Arrow Hart #97000 Series, Hubbell, Leviton, Pass and Seymour, or equal. Flat smooth surface with beveled edges. Plates with embossed ridge(s) in face are not acceptable. B. Provide mu"ang or combination plate for devices grouped in gang backbox or combination box. C. Exposed work: 1. Dry locations: Surface -type galvanized. 2. Damp locations: Cast copper -free aluminum type with epoxy finish and explosion proof for hazardous area; Crouse -Hinds WLRS/WLRD Series, Appleton, Killark, or equal. MANUAL MOTOR STARTING SWITCHES A. Manufacturers: Arrow Hart, Cutler -Hammer Type MS, Square D, General Electric, or equal. DISCONNECT SWITCHES A. NEMA HD heavy-duty; horse power rated, NEMA 1 enclosure for in -door to suit. Provide fused type where required by code or where the available fault current is more than 5,000A. Units on roof, outdoor, exposed to weather or wet location: provide NEMA 4X stainless steel enclosure - Cutler -Hammer, Square D, General Electric, or equal. ENCLOSED CIRCUIT BREAKERS A. Thermal -magnetic types for 200A and smaller, solid state for larger than 200A; Cutler - Hammer, Square D, or General Electric, NEMA 1 enclosure for in -door to suit. Units on roof or out -door, exposed to weather or wet location; provide NEMA 4X stainless steel enclosure. MOTORS AND CONTROLS AND ITEMS FURNISHED BY OTHER SECTIONS OF WORK A. Provide all line voltage power wiring to operate motors and mechanical equipment Provide all control wiring for motors and equipment except where specifically provided in mechanical work. B. Install wiring in conduit Use sealtite flex for connection to any motor or piece of equipment installed on a sliding base or isolators, minimum 18-inches long, maximum 36-inches long. Provide with 180 degrees (min.) vibration bend and adequate length to permit motor adjustment on base. Seal termination with duct seal to eliminate sound transmission. C. Provide all manual and magnetic starters (including those in motor control center), except those which are famished as part of packaged mechanical equipment Install overload heater units to suit nameplate rating of motor and ambient conditions. D. Provide a disconnect switch when shown and for each motor operated by a magnetic starter and not otherwise provided with a code required disconnecting means. E. Coordinate drawings and specifications covering all branches of the work to ascertain what equipment is fumished by others. It will be this Contractor's responsibility to furnish the necessary labor and materials to receive and wire said equipment. Check the drawings, plumbing and mechanical drawings and Division 15 or other sections of work of the Specifications carefully for wiring by the Electrical Contractor. F. If a disconnect switch required for any equipment, motor, control, etc. by enforcing code and not shown on the drawings and/or specification, it is this Electrical Contractor's responsibility to provide accordingly to meet the demand of Authority Having Jurisdiction. 2.18 INSTALLATION - CONDUIT AND WIRING A. Conduit to be run exposed in unfinished areas such as mechanical, electrical room, and janitors' closets used as electrical closets. All other conduit shall be concealed. B. Run parallel to building structural beam or perpendicular to exterior walls of building. C. Locate to avoid architectural elements, structural, equipment, fixtures, ductwork, piping, etc. D. Layout and Install work in advance of the laying of floors, walls, etc., and famish and install all sleeves that may be required for openings through floors, walls, etc. E. Where conduit is to be run exposed, fumish and install all inserts and clamps for the supporting of conduit. F. It Contractor does not properly install all sleeves and inserts he will be required to do the necessary cutting and patching later at his own expense, and to the satisfaction of the Architect. G. Do not obstruct opening or passageways. H. Where conduit passes through floors or through smoke and fire walls, space between conduit and floor or wall shall be filled with cement grout. I. Install all wiring in acceptable metal raceway except as specified herein. Maximum number of conductors in raceway shall be based on Table 3A of NEC. J. EMT may be used in dry exposed interior locations and in dry furred spaces. Dry areas are inside partition, ceiling cavities and area not subject to damage. Outside of wall area is not considered as dry location. K. HWRS conduit may be used in dry, damp, or wet interior or exterior locations of in concrete above ground or in -door. L. HWRS/PVC conduit shall be used in wet, damp locations. M. Type of conduit: The following areas shall be galvanized steel heavy wall or PVC coated rigid steel conduit 1. In earth fill. 2. Exposed in wet areas. 3. Exposed out -doors (provide watertight fittings and boxes). 4. Outside masonry walls. 5. Within building confines run in concrete slab. 6. Exposed in mechanical rooms. 7. Feeder conduit for panelboards. 8. Provide wrap around conduit if install in concrete. N. Couplings for conduit run in hazardous area shall be explosion type. all conduit serving equipment in hazardous area shall be sealed with explosion proof conduit fitting (tee type) and seal conduit at both end at equipment location and at panel board or other signal equipment connection point. O. Couplings for conduit run in poured concrete shall be concrete tight. Seal all conduit in hazardous area. 2.19 CONDUIT SUPPORT, FRAMING AND HANGER SYSTEM A. Formed, hot -rotted steel A-570 Grade C, electro-zinc galvanized with Di -Chromate or equal conversion coat to permit paint finish without field degreasing or metal prepping. Stainless steel for exterior, wet and damp location. B. Nuts, bolts, rod and threaded products: 1. Clamp nuts: Mild steel and cyanide hardened. 2. Cap screws, bolts, nuts and washers; Carbon Steel. 3. Finish: Elech"alvanized and chemically treated to z zinc chromate surface. 4. Stainless steel for exterior, wet and damp locations. C. Framing and hanger components used in exterior, wet and damp location shall be stainless steel. D. All conduits must be independently supported from building structure. No conduits shall be supported from the ventilating ducts, ceiling hangers, mechanical piping or their hangers. E. All surface run conduit one inch (1") and smaller shall be supported every five feet with on hole straps with clamp backs. Perforate strap hangers will not be permitted. F. Hangers shall be proportioned for the weight of the conduits (a) supported. All rods, clamps and/or hangers shall be galvanized, supplied, with one of the above rust resistant finishes, all field cuts and threads are to be painted with zinc chromate and covered with a grey finishing paint. G. Trapeze type hanger may be used where several conduits occur at the same elevation. The spacing of such trapeze hangers shall be determined by the electrical code or the Authority Having Jurisdiction spacing requirements for the smallest conduit in the run. H. Provide approved type inserts for support of work in cast or concrete construction. 1. Provide approved type steel beam clamps in the cast of steel construction. 2.20 THROUGH -PENETRATION FIRESTOP SYSTEMS A. Provide UL fisted Through -Penetration Fire stop Systems, Class XHEZ conduit passing through rated assemblies. Fire rating shall conform to the rating of the wall of floor through which the conduits pass. B. Fire -rated concrete floor and wall penetration fire stop systems: 1. System CAJ-1473 for 2 or 3 hours concrete floor or wall (min. 4 'A" thick) ratings; 3M Company. C. Fire -rated gypsum board wall penetration fire stop system: 1. System WL1001 Configuration A for 1 or 2 hour gypsum board ratings: 3M Company. D. Other manufacturers' listed systems will be considered subject to approval of Owner's Representative and California State Fire Marshal, PART 3 SWITCHBOARD 3.01 GENERAL A. Arrange as shown. B. Fabricate in accordance with dimensions shown. C. Most of the equipment is designed to fit a specific space, and special design by the manufacturer may be required to conform to the space constraints. 3.02 ADDITIONS AND MODIFICATIONS TO EXISTING DISTRIBUTION PANELS AND PANELBOARDS A. Provide new circuit breakers in existing spaces as shown. B. Provide complete all bus modifications and mounting hardware as required for a complete and operable system. C. Provide modifications and/or replacement of neutral and ground bus as required to allow installation of new feeder conductors and/or branch circuits. D. Provide bus and lug modifications as required to allow installation of new feeder conductors for a complete and operable system.. E. All additions and modifications to the existing distribution system must be done by an authorized manufacturer's service personnel. 3.03 PANELBOARDS (SINGLE PHASE WITH SWITCH NEUTRAL ARRANGEMENT) A. Built in accordance with NEMA standards. 10,000A (minimum) short circuit interrupting breakers for 120/208 volt single phase system (line -line, neutral, and ground). B. Enclosure: Code -gauge sheet steel cabinets. Door of cod gauge hot rotted steel with flush type combination latch and lock, all keyed the same. C. Bus: Provide custom copper bus arrangement, interior component and chassis as require to allow neutral to be switch with each branch circuit, sized in accordance with industry standards with a maximum current density of 1250A per square inch traced for 100KA fault duty. Provide with copper neutral and/or and copper ground bus. Provide all required labeling, testing for bus arrangement to allow installation of 2 pole circuit breaker at each branch circuit to switch line and neutral, and 3 pole circuit breaker to switch line and/or line to line and neutral. D. Provide with copper neutral. E. Provide cast bronze lugs to suit conductors requirements. F. Circuit Breakers: Molded case type, thermal magnetic or solid state trip, 2 pole, bolted to bus; rating arrangement as shown. Fully rated short circuit interrupting rating. One pole serves from line and other from neutral bus. Provide main circuit breaker as shown on the drawings. G. Provide circuit breakers serving equipment with lock -off device, Provide handle ties as required by code and where indicated on drawings. See drawing for additional requirement and circuit breaker arrangement. H. Finish: Once coat nest -resistant primer and one coat grey enamel inside and out or equivalent manufacturer's standard. Flush -mounted cans may be galvanized steel. Provide factory applied custom paint color as specified by the Architect. 1, Panel identification: Engraved laminated plastic nameplate on face of each door identifying panel: Panel designation with % inch high letters and voltage and phase with 1/8 high letters. Refer to drawings for details. J. Provide individual number for each breaker and provide a panel directory or inside face of door. Directory to be framed with 5"x8" nominal metal frame with Plexiglas window. Provide typewritten directory indicating equipment controlled and location using owner selected identification. K. Manufacturer to provide all require custom items and labeling as required by agency having jurisdiction. L. Design basis: Eaton (Cutler -Hammers), acceptable manufacturers: Square D (SIMILAR TO NQOD) (120/208v), Siemens, General Electric. PART 4 SPECIAL SYSTEMS 4.01 COMPUTER SYSTEM A. Computer wiring shall be instated per signal system contractor. B. Provide conduit system as required to facilitate running of low voltage system wiring. C. Electrical outlets shall be of the isolated grounded type with a separate ground wire run per circuit D. Contractor must provide multiple Cat 6 cable from each outlet to computer server quantity as require by owner. provide data jack , cover plate, equipment rack, patch panel and other require accessories to render a complete and operable system E. Entire computer signaling equipment shall be fumished under this Division of the work, including but not limited to the following: 1. Conduit, power and ground wire. 2. Outlet boxes, wall and/or flax type. 3. Isolate power system. 4. Separate # 6 ground conductor from computer server area to main switchgear ground bus. provide 3/4" conduit for ground conductor. terminate ground conductor in copper ground bus as require by computer equipment supplier. 4.02 EQUIPMENT A. Conduits, fittings and outlet boxes shall be as herein before specified. Wall boxes to be 4" square, set flush, with extension rings. PART 5 TELEPHONE 5.01 WORK INCLUDES A Empty conduit with nylon pull wires and boxes for utility telephone wiring. 5.02 WORK BY TELEPHONE CONTRACTOR A. All wiring for telephone instruments. $. All telephone instruments. 5.03 MATERIALS A. Conduits, fittings, and outlet boxes shall be as hereinbefore specified in Section 16100. B. Wall boxes to be flush, 4-11/16" square, with extension ring. C. Plates shall be type as required for telephone cable exit Coordinate requirements with existing telephone system. 5.04 INSTALLATIONS A Installation shall meet approval of the telephone contractor and shall be in accordance with their requirements. B. Conduit shall be sized as shown on the drawings. C. An outlet shall consist of a 4" square box, extension cover, and wall plate. REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall not t)e construed to b ovaa Permit t anY For, or and apP revisions of violation of the p Burlingame Building C0:•es APPROVAL PeNDINC. FINAL FIELD IN..PECTD�TE___ - REVIEWED BY,__- 1T1 V4 rAttteGtS M I Arch itect5, Inc. A R G H I TECTURF PLANNING MANAGEMENT DE51GN 2221 OLYMPIG BLVD., 5UITE 100 WALNUT CREEK, GA cl45g5 Q25-287-11'74 Tel a25-a45-1551 Fax c125-8'78-98-75 Gell muthanciamiarchltect.com Yi W t^l .m larch itec t.com QROf ESS/O,�l co C� E12M � * Ery - ISSUED FOR C,0N57RUGTI0N 05 01 17 I59JED FOR PLAN GHEGK - 155UED FOR PLANNING NO. DATE DESCRIPTION d ELEGTRIGAL 5PEGIFIGATION5 F'ROJEGT #; I6-5O85 DR'Nm; JM CHECKED: MD 5GALE: NONE DATE: 04-04-17 FM2 01 5HEET OF 1 O O I I N cD Ln T- 54'-8" 10'-10" 33'-0" 10'-10" BRIDGING @ 1 /4 POINTS II II W14x22 I II I I I 2 II i I I I I I I cs2 � i I II HSS 12 x12 x2 II II COLUMNS (TYP.) I I II W1422 II I I II I I I I I I I I I I __ L I I I I I � I I I L -J I I W14x22 I 12 I I I I I 4'-6„ SQ. I I cs2 I I I FOOTING (TYP.) I I I I I W1422 I r--, I I I I I r_-- I I I I I I I I I I I L�r_j I I I I I I I I L�r_ I I I I I I W1422 I II I I I I I II I DRAIN LATERAL I I I i I X I I TO COLUMN (TYP.) I j I I X I I III I I III I 1 I W14x22 I II OVERFLOW SCUPPERS PER DETAIL 9 SHEET CS2. TYP. (4) PLACES #4 TIES (12) #7 VERTICALS AS SHOWN FRAMING PLAN - SCALE: 0 I 1 0 I CS2 0-, 1 CD II �I S 2 0 cs2 PURLIN BRIDGING PER DETAIL 3 SHEET CS2, TYP. (5) ROWS AS SHOWN �7yNl�ll�7 1��1��►1•] NOTE: GENERAL CONTRACTOR TO PROVIDE 3" MINIMUM CONCRETE COVER AROUND AND/OR OVER BURIED COLUMN, BASE PLATE AND ANCHOR RODS TO PROTECT THEM FROM CORROSION. 3" PVC DRAIN I STEEL COLUMN PIPE IN COLUMN II II FUEL RESISTANT JOINT SEALANT 4" PVC SLEEVE AND ELBOW it I� (BY GENERAL CONTRACTOR) IUI 6" CONCRETE SLAB, EXTEND ROD 9" THICKEN ABOVE FOOTING ABOVE FOOTING I I cp L- - IL - ill il�i FILL WITH CONCRETE AFTER NLLJ - _ - COLUMN HAS BEEN INSTALLED w 4"f NON -SHRINK GROUT (BY GENERAL CONTRACTOR) T T (4) 2"0 F1554-55 ANCHOR RODS CONCRETE FOOTING 1 I WITH HEAVY HEX BOTTOM NUT 00 (BY GENERAL T T TACK WELDED 1 FROM END OF CONTRACTOR) ROD PROVIDED BY JIMCO INSTALLED BY GENERAL CONTRACTOR #4 TIES © 12" O.C. MAX. T T WITH (3) IN TOP 5" OF �1� FOOTING AND @ 4" O.C. IN T - T THE TOP 24" OF FOOTING 1-1 L T 4'-6" SQ. SQUARE FOOTING DETAIL. SCALE: 1 /2"=1'-0" #4 TIES (12) #7 VERTICALS AS SHOWI` SEISMIC FORCE RESISTING SYSTEM (SFRS) INFO A. Refer to AISC 341-10 Section A4 and ASCE 7-10. B. Designation of the SFRS: G.2. Steel ordinary cantilever column systems (ASCE 7-10 Table 12.2-1) See AISC 341-10 Section E5 (OCCS). C. R = 1.25, Cs = 1.12 D. Analysis Procedure = Equivalent Lateral Force E. Members and Connections that are part of the SFRS: a. Columns b. Column Base Connection c. Footings F. Protected Zones - N.A. G. See details and notes for connection configurations, material specifications, and sizes. H. Weld filler materials for welds part of the SFRS: a. Yield Strength = 58 ksi min. b. Tensile Strength = 70 ksi min. c. Elongation = 22% min. d. CVN Toughness = 20 ft-lb min. @ 0° F See details and notes for other welding requirements. J. Demand Critical Welds - N.A. K. Lowest Anticipated Service Temperature - 0' F a I 0 L C C T SPECIAL INSPECTIONS 1. STRUCTURAL STEEL - Special inspection rE accordance with the quality assurance ins requirements of AISC 360 (CBC 1705.2.1). 2. WELDING - Special inspection is not required where welding is performed in an approved fabricator shop as per CBC 1705.2. 3. CONCRETE - Special inspection required for concrete footings per CBC 1705.3. 4, ANCHOR RODS - Periodic special inspection of anchor rod installation required per CBC Table 1705.3. 5. NON -SHRINK GROUT - Special inspection required as directed by the manufacturer. 6. SOILS - Observation of subgrade preparation & foundation construction operations by the Geotechnical Engineer, per CBC 1705.6 and Cast -in -place deep foundation (if deep piers 1 used) per CBC 1705.8. 3" PVC DRAIN PIPE IN COLUMN STEEL COLUMN 4" PVC SLEEVE AND ELBOW II II FUEL RESISTANT JOINT SEALANT II III (BY GENERAL CONTRACTOR) EXTEND ROD 9" ICI 6" CONCRETE SLAB, ABOVE FOOTING I THICKEN ABOVE FOOTING cp I -INN II " - I FILL WITH CONCRETE AFTER LLJ CD = COLUMN HAS BEEN INSTALLED N w T 4"t NON -SHRINK GROUT --I T T (BY GENERAL CONTRACTOR) - + 4- I-} (4) 2"0 F1554-55 ANCHOR RODS WITH HEAVY HEX BOTTOM NUT oO � 1 TACK WELDED 1" FROM END OF N CONCRETE FOOTING ROD PROVIDED BY JIMCO INSTALLED (BY GENERAL BY GENERAL CONTRACTOR _ CONTRACTOR) TTTT- T `FASCIA FRAMING @ 4'-0" O.C. MAX. AROUND ENTIRE CANOPY PERIMETER STEEL COLUMN 4" PVC SLEEVE AND ELBOW FIELD NOTE: LEAVE A 36" MIN. BLOCKOUT AT FOOTING FOR COLUMN ERECTION -�- + #4 TIES 11 12" O.C. MAX. WITH (3) IN TOP 5" OF T FOOTING AND @ 4" O.C. IN CONCRETE FOOTING � I I THE TOP 24" OF FOOTING GENERAL CONTRACTOR TTT-TT 11� AIL 5'-0"0 OPTIONAL ROUND FOOTING DETAIL. SCALE: 1 /2"=1'-0" EXTEND ROD 9" ABOVE FOOTING (14) #5 BARS EACH __j WAY AT TOP AND BOTTOM OF FOOTING 52'-0" SECTION/ELEVATION- SCALE: 3" PVC DRAIN PIPE IN COLUMN FUEL RESISTANT JOINT SEALANT II (BY GENERAL CONTRACTOR) II FILL WITH CONCRETE AFTER II COLUMN HAS BEEN INSTALLED ICI CO NCRETE SLAB, ABOVE FOOTING II . :. .. .. .. .. .. . . . . : . .. FT:�e`ts•71•Y1.71•Y�•Y�•Y,•`>�•Y�•'� 3•'�•Y •Y ,•'� �- (4) 2"0 F1554-55 ANCHOR RODS WITH HEAVY HEX BOTTOM NUT TACK WELDED 1" FROM END OF ROD PROVIDED BY JIMCO INSTALLED BY GENERAL CONTRACTOR 12'-6" SQ. OPTIONAL SPREAD FOOTING DETAIL. ifaLE. 1/3.._.'_O REVIEWED FOR CODE COMPLIANCE JUL 2 4 2017 BUREAU VERITAS NORTH AMERICA, INC. V W ti Z 00 Z � Z � N m O W ♦^ >Z Z - Q W �W Qo y � 00 r rn Cn Z CD o � LJJ c T^ r7 o Z, ��_ �vLq o o E r7 t c "t 01 O x cn r7 m a- Li �NEL BEVIEWF�p BURLINGAME 8 0(1 OrPAR rmENT ThIS plan ChOCk 3haq not u construoct tJ y� a 17e,rnit Fbr, c)r QmU 11POf9vai of ar v vlplgf on of the �r©vlalhrjy of Sur"M91I la pudding Codoo APRI40vAI f'CNDINO FINAL FICLO INSPECTION REVIEWED BY -_DATE NOTE: THIS CANOPY HAS BEEN DESIGNED TO ACCOMMODATE SOLAR PANELS. WEIGHT OF PANELS AND SUPPORT FRAMING MAY NOT EXCEED 5 PSF. PANELS MAY EXTEND 1'-6" MAX. ABOVE THE TOP OF THE CANOPY FASCIA. 1 STRUCTURAL NOTES: i I A. GENERAL I 1. The contractor shall verify all conditions and dimensions at the site. 2. Observation visits to the site by the design engineer shall neither be I construed as inspection nor approval of construction. p 3. During and after construction, builder and/or owner shall keep loads on the structure within limits of design loads. 4. Typical details and sections shall apply where specific details are not 13 shown. g B. 2016 CALIFORNIA BUILDING CODE DESIGN CRITERIA A. Roof Live Load .................20 psf (reducible) B. Canopy Dead Load ...............15.5 psf (includes 5 psf for solar panels) C. Ground Snow Load Pg ............. N.A. D. Ultimate Design Wind Speed Vuit ....... 110 mph 2 Risk Category ................. II Exposure . . . . . . . . . . . .. . . . . . . . C 2 Component & Cladding ............ See ASCE 7-10 Chapter 30 E. Earthquake Design Data Importance Factor le ............. 1.0 Ss ....... 2.098g SpS ........ 1.399g St ....... 0.994g SDI ........ 0.994g e Site Class ........ . D ¢ Seismic Design Category . . . . . . . . . . . E E Seismic Force Resisting System ....... G.2. Steel ordinary cantilever column systems Design Base Shear .............. 49.31 kips Seismic Response Coefficient Cs ...... 1.12 Response Modification Factor R ....... 1.25 , C. FOUNDATION 1. Allowable Soil Bearing Pressure: 1500 psf (not tested) 2. Design Lateral Soil Pressure: 200 psf/ft of depth 3. All footings shall be placed on and against undisturbed soil or granular 2 fill mechanically compacted to not less than 95% of modified proctor E density (ASTM D-1557). D. CONCRETE AND REINFORCEMENT = 1. Concrete Footings (Exposure Classes F1, SO, PO, CO) f'c=5000 p.s.i., Type II cement, w/cm ratio=0.45, Air Content=5% (f1.5%) 2. Slabs on grade (Exposure Classes F3, SO, PO, C2) f'c=5000 p.s.i., Type II cement, w/cm ratio=0.40, Air Content=5% (t1.5%), maximum water-soluble chloride ion=0.15% _- 3. Rebar: ASTM A615 Grade 60. 4. Grout under steel base plates shall be non -shrink grout complying with ASTM C1107, f'c=5000 p.s.i., and installed per manufacturer's recommendations. 5. The general contractor is responsible for locating top of footing elevations as required for underground plumbing and electrical. E. STRUCTURAL STEEL v 1. Structural steel shall be fabricated and erected in accordance with the latest edition of the following: a. AISC "Specifications for the Design Fabrication and Erection of Structural Steel for Buildings." b. AISC "Code of Standard Practice" excluding the following sections: e 4.4, 4.4.1, 4.4.2, and 7.15. C. AISC "Specifications for the Design of Cold Formed Structural Members." 2. Structural steel shall conform to ASTM A36 for plates and angles, ASTM A500 grade B Fy = 42 k.s.i. min. for HSS pipes, ASTM A500 grade B Fy = 46 k.s.i. min. for HSS square and rectangular tubes, " and ASTM A992 grade 50 for all beams and purlins. 3. All welding shall be performed by certified welders in accordance with the American Welding Society using E-70xx electrodes. T 4. On all bolted connections, use ASTM A307 bolts unless otherwise B specified (no special inspection required.) 5. Metal roof deck shall be 20 ga. ASTM A653 grade 40. c� I C\z C= k w w � F O S 0 s C� F 1 ^) CD Z O Q w m o Iz U ~ U z (n w Q o Cn w CD z I- m O � o z z Q 11� U 0 I m I Q N = Q �oz z=o O LL J W J w U Q U =_ O � �� w m 0 CD O D =oz Cf) -1 J Q0 mom 0m T� 0 N 0 zP o R` doh LL,w Z W w 0 L0 > U 01 U o� m = U Q � U z o I w o J � z m w z O � O U LLJ U) > w LLJ C) z J Cl- z Of w w w 0 o o U) LLJ (n U o z m m � 0 Q w Ld T U o U = U o JOB NO. 1'7-1905RO DWG. NO. CS1 OF 2 SHEETS 12"x12"x20 GA. GALV.- ANGLE CONTINUOUS SIN #4-14xg" HWH TEK 1 SCREWS (TYP. U.N.O.) #4-14x8" HWH 14%1g" 20 GA. CEE FRAMES TEK 1 SCREWS @ 4'-0" MAX. SPACING 32" O.C. MAX. (3) #12-24x12" •-iN N '�' `�' TEK 3 SCREWS � 34" PER FRAME 12"x22 GA. HAT CHANNEL o SHELL RVI EVOLUTION 2D ACM FASCIA 16" (TYP.) RED DECAL #8x4" PAN HEAD 20 GA. PERIMETER ® 32" O.C. GUTTER STORE SIDE FASCIA DETAIL 6%8" HAND HOLE WITH g"0%9" COVER PLATE WITH (4) #12-14x12"—g" HWH TEK 5 SCREWS i ELECTRICAL CONDUIT(S) AS REQUIRED EXIT ELEVATION AND DIRECTION PER GENERAL CONTRACTOR. COORDINATE CD WITH JIMCO. TOP OF PAVING LLJ 12"0 MAX. ril HOLES COLUMN BASE PLATE, ANCHOR RODS, AND FOOTING 5 CONDUIT DETAIL 3" 20 GA. DECK PANEL #4-14xg" HWH TEK 1 SCREWS @ 32" O.C. MAX. _IN SHELL RVI EVOLUTION CURVED ACM N N FASCIA WITH L.E.D. RED BAR STANDARD HOLE GAGES FLANGE WIDTH HOLE GAGE 4" 1tl 24 5„ _ 5i„ 24„ 6„ — 7j„ 32„ 8" — 164„ 52„ 0 i0o 0 - I o- 1'-4" GAGE SECTION A -A Of LL_j Q cn = U #4-14 7" HWH TEK 1 SCREWS (TYP. U.N.O.) 29" Ln 13%1 g" 20 GA. CEE FRAMES 4'-0" MAX. SPACING #8x4" PAN HEAD —V 20 GA. PERIMETER 32" O.C. GUTTER TYPICAL SIDE FASCIA DETAIL 1 "=1'-0" LENGTH OF WELD — BEAM HEIGHT + 1" 3/16 (4) 1 "0 A307 BOLTS - A' 3" 20 GA. DECK PANEL 12"x12"x16 GA. ANGLE —/ 20 GA. COLLAR HEAVY MASTIC COLUMN /BEAM CONNECTION DETAIL N.T.S. 3/4"=V-0" PURLIN PERIMETER GUTTER " CUT—OUT OF GUTTER JVUI I LI\ IUVLI\ OVERFLOW SCUPPER DETAIL N.T.S. #4-14xg" HWH TEK 1 SCREWS @ 32" O.C. MAX. •—IN r� SHELL RVI EVOLUTION CURVED ACM N FASCIA WITH L.E.D. RED BAR #4-14x8" HWH TEK 1 SCREWS (TYP. U.N.O.) FASCIA BEAM PERIMETER GUTTER 3" P.V.C. —' GUTTER LEADER 20 GA. x 6" WIDE U GUTTER LEADER COVER 3" INTO 4" P.V.C. —' DEFLECTOR ISLAND N.T.S. 14"x18" 20 GA. CEE FRAMES 4'-0" MAX. SPACING (3) #12-24x12" TEK 3 SCREWS PER FRAME 34" 00 16" (TYP.) #8x4" PAN HEAD 20 GA. PERIMETER © 32" O.C. GUTTER 12 STREET END FASCIA DETAIL 3" 20 GA. DECK PANEL L INTERNAL DRAIN DETAIL PURLIN 3" 20 GA. DECK PANEL (3) #12-24x12" TEK 3 SCREWS PER FRAME 4" STIFFENERS (BOTH SIDES) BEAM 3/16 T&B A 1/4 g3%12%19" CAP PLATE HSS 12%12% COLUMN N.T.S. RUN OWNER OPTIONS: (CUSTOMER TO SELECT OPTION BELOW ND INFORM JIMCO OF DIRECTION OF DRAIN DISCHARGE AT LEAST TWO WEEKS PRIOR TO SCHEDULED DELIVERY): 1.) DRAIN ONTO ISLAND/PAVING INCLUDES DRAIN DEFLECTOR —COLUMN 2.) DRAIN ONTO PAVING THRU SIDE OF ISLAND FORM. 3.) DRAIN BELOW GROUND. NOTE: JIMCO SHALL FURNISH AND INSTALL CANOPY DRAINS, EXCEPT AS INDICATED IN NOTE 3 ABOVE. TOP OF PAVING OR ISLAND FOOTING WH CONNECTION 2"x16" ANGLE )GING Yrl I UI\LIIV PURLIN BRIDGING DETAIL NOT USED PURLIN FASCIA n PERIMETER SEE NOTE B GUTTER RIGID GALV. — CONDUIT GALV. SEAL OFF --\ 6%8" HAND HOLE WITH 8"x7"x9" —\ COVER PLATE WITH (4) #12-24x12"-3" HWH TEK 5 SCREWS N.T.S. (4) 4"0 A307 BOLTS PURLIN — I — WF BEAM STD. PANEL CLIP @ 16" O.C., STAGGER EACH SIDE OF PURLIN INSTALLATION PROCEDURE: HOOK CLIP UNDER DECK RIB AND SLIDE IT SNUG TO THE 3" 20 GA. BEAM FLANGE AS SHOWN WITH BOLTS AS CLOSE TO BEAM DECK PANEL WEB AS POSSIBLE. TIGHTEN BOLT DOWN WITH HAND TOOLS AND LOCK INTO PLACE WITH LOCKING NUT. (DO NOT OVER TIGHTEN BOLT AS THIS WILL SPRING THE CLIP.) NOTE: IT IS IMPORTANT TO CHECK THAT ALL LOCKING NUTS ARE SECURE. 4 BEAM PURLIN DECK CONNECTION DETAIL N.T.S. c c BEAM SEE NOTE A COLUMN Q0 +I — o I 14 FOOTING SEE NOTE C 1 SEE NOTE A _ TYPICAL INTERNAL CONDUIT DETAIL 22" 16" BUILD OUT WELD TO OBTAIN FULL THROAT THICKNESS 24"0 HOLES FOR (4) 2"0 F1554-55 ANCHOR RODS BASE PLATE DETAIL N.T.S. 00 Z � Z N L1.I �Z � r Z aW �W Qo ZZ�o 5;1__ ncccn ��, E 0 En Z N Wpm-'�� of U Z p (D o r1)ma_L_ STEEL COLUMN UJL 12 ALL x22 BASE PLATE NOTES: A. CONDUIT WITH PLAIN THREADED END FURNISHED AND INSTALLED BY JIMCO. ELECTRICAL WIRING AND HOOK-UP BY GENERAL CONTRACTOR. B. COUPLING AND CONDUIT TO CANOPY LIGHTS FURNISHED AND INSTALLED BY GENET„;LL CONTRACTOR. C. COUPLING AND CONDUIT TO POWER SUPPLY FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. D. CUSTOMER TO INFORM JIMCO WHICH COLUMNS ARE TO RECIEVE CONDUITS AND WHICH DIRECTION CONDUITS ENTER COLUMNS BASE AT LEAST TWO WEEKS PRIOR TO SCHEDULED DELIVERY TOP OF PAVING OR ISLAND REVIEWED BURLINGAME BLDG DEPARTMENT This plan check shall Bombe rit construed to b oaal o` any For, or and approval of violation of the Provisions Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION DATE__� REVIEWED BY_ --- REVIEWED FOR CODE COMPLIANCE JUL 2 4 2017 BUREAU VERITAS NORTH AMERICA, INC. I �z Owl °, 9 o r' i i �z O f J Q i hry C) U U LLI W CD >_ o O 3 Q ZQ U 3 � 5 Q z N = Q U Z ! z =o � s O 's. Q J w J w O U U =_ o `�Cn w Li m Of =oz O ! --D u�J� i Q O I � mom 0 N 0 doh o o U) w W U")uj U Z W Q M U o�\� U - m U lil Q � U z CD r7 V of w o z D m z w :�E O (n O U LY U z Q n z LLw a- Ir w O � o cf) O 0 w � w I) � u O Z m r m 0 — (Y W = u o U JOB NO. 1'7-1905RO DWG. NO. CS2 0F 2 SHEETS c4i SHEET INDEX %%(!5 H C I A L L F.I FUEL SYSTEM COVER SHEET F2 FUEL SYSTEM EQUIPMENT LIST F.3 FUEL SYSTEM 51TE PLAN FA TANK 5LAB PLAN d DETAILS d MISCELLANEOUS DETAILS F.5 US.T. SECTIONS 4 M15GFI LANEOU5 DETAILS F.6 UNDERGROUND PIPING d 450ELLANEOU5 DETAILS F.1 DOUBLE -WALL TANK 5UMP, UNDER DISPENSER SUMP h VENT R15ER TRAN5ITION 5UMP DETAILS d MONITORING SYSTEM SGHEMATIG 150METRIG FuluL E rE TEI 4 FZ1E1=LAC 1!1 41!Nor F.8 TANK HOLD-DOWN IN5TRUGTION5 4 TANK HOLD-DOWN DRAWINGS c10 OLI;� A%'rSHOR HlCm7H^A**( UR%L1NCvAM CA cl 010 A55REVIATiON5 AB 2451 GOMFL.IANCE NO 5 AOENGY DIRECTORY AB. ANC44OR BOLT Mm MEZZANINE ALL PRODUCT, VAPOR $ VENT PIPING SHALL BE DOUBLE -WALL. C I T" r OF BURL iNGA E AG. ASPHALTIC GONGRETE MFD. MANUFACTURED ACM. ALUMINUM COMP051-M META- MFR. MANUFACTURER BUILDING DIVISION r Acaenc,MH. MANHOLE A.D.AREA DRAIN MIK MINIMUM THE INTERSTITIAL SPACE BETWEEN ALL DOUBLE -WALL TANK SUMPS UNDER DISPENSER SUMPS 4 UNDER 501 PRIMR05E ROAD ADJ. ADJUSTABLE MIR. MIRROR VENT SUMPS SHALL BE HYDROSTATICALLY TESTED OR VAGUUM MONITORED TO DETEGT LIQUID BURLINGAME, GA a4010 AFC, ABOVE FINISHED GRADE MM. INTRUSION. AFF ABOVE FLOOR FINISH MO.o. MAS-S ONRY OPEy1NG TEL: (650) 558--1260 ATE I � ALUMINJM r' MODULAR RESISTANT APPROx APPROXIMATE MM. MOUNTED THE INTERSTITIAL SPACE BETWEEN ALL DOUBLE -WALL PRODUCT, VAPOR t VENT PiPING SHALL BE FAX: (650) (116-7208 Ate'• AGHTECTURA- MT6• MotMnN6 MONITORED BY A VAGUUM SENSOR. ASP ASPHALT MnL. MILLI PSPH. ASPHALT MUL. MALION GROUND 5TORA6E TANK 5AN 1� ATEO COUNT r AVG. AVERAGE K NORTH A VAGUUM HOSE SHALL BE CONNECTED TO THE TURBINE PUMP, WHICH PROVIDES A SOURCE OF VACUUM, M SHALL BE INSTALLED ENVIRONMENTAL HEALTH DIVISION, BD. BOARD KI.G. NOT iN GONTRAGT 51TUM. BITUMINOUS NO. NUMBER AND SHALL BE GONNEGTED TO A VACUUM 5EN5OR WHICH WILL TO PREVENT THE L055 OF PRODUCT INTO GERTIFIED UNIFIED PROGRAM AGENCY (CUPA) B11�KI�NCv TIE ENVIRONMENT. HE APPROVED INSTALL [MATEO 2000 ALAMEDA DE LA5 PULGAS, SUITE 100 BLKG. NOT ro SCALE � DR,4Y�lINGS FROM 5AN 5AN MATED, GA g4403 WBK T. BOTTOM Om. OBSCURE * ALL PRIMARY 4 SECONDARY CONTAINMENT SUMP5 SHALL BE IMPERVIOUS TO THE LIQUID AND VAPOR BR,5, BEARIN6 O.G. ON GENTi^R OF THE STORED SUB5TANGE, TO PREVENT SEEPAGE FROM CONTAINMENT. GOUNTI', ENVRONMENTAL TEL: (650) 372-6200 BRZ. BRONZE OD. OUTSIDE DIAMETER �ON1 OF. F" LTH DI VISION (GUPA). FAX:57I• - B BETvyLEy OR ' OFFICE HAND " ALL SECONDARY CONTAINMENT SHALL BE GON5TRUCTED TO PREVENT WATER INTRUSION INTO THE GAB. CABINET OP6. OPmN6 CATCH BASIN OPN15. OPENING UNDERGROUND STORAGE TANK SYSTEM BY PRECIPITATION, INFILTRATION OR SURFACE RUNOFF. �� r AREA GB. GEM. GEMENT OP. OPP051TE OER. CERAMIC, OSB. ORIENTED STRAND BOARD GI. CAST IRON OVRFLW OVERFLOW THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE TESTED AFTER IN5TALLTION (BUT BEFORE BEING AIR QUALITY MANAGEMENT DISTRICT CJ. CONS JOINT PUT INTO SERVICE) USING ENHANCED LEAK DETEGTION (ELD). ENGINEERING DIV15ION CLG. 6AAKI PAR PARALLEL GIJ:G. CAULKING PASS. P 375 BEALE 5TREET SUITE 600 GLO. CLOSET PEW. ICa-AR SAN FRANCISCO, GA 114105 CIJZ CLEAR PL. PLATE OR PROPERTY LINE G.M.U. CONCRETE MASONRY P�LAM. PLASTIC LANATE TEL: (415) -1441-4cic[O UNITTER GA. CASED OPENING PLM1B. PLUMBING FAX: (415) Q28-8560 PLASTIC �, �. E . YWOD CONN. CONNwnoN POC POINT OF CURVE GGWST. GONSTRUGTION PR. PAIR GENERAL NOT 5 SEPARATE 5UE3M ITTAL.5 CONT. GONTINUOIi PRf ST. PRE -CAST CONTR. CONTRACTOR PRO. PROPERTY i. INSURE ACCESS TO ALL PLUGS ON ALL SHEAR VALVES. 1. THE REMOVAL/GLO5URE OF THE UNDERGROUND STORAGE TANKS $ REMOVAL OF GOB' CORRIDOR PT tPRESURE TREATED TREATED CNTR. WXTER DOUGLAS FAIR THE UNDERGROUND PIPING 15 A SEPARATE SUBMITTAL. THE FUEL SYSTEM GTR. CENTER P.T.D. PAPER TON 6_ DISPENSER PM PARTITION 2. ELECTRICAL CONDUITS MUST PENETRATE THE DISPENSER 50MP AT THE 51DE OPPOSITE TO THE HARD GONTRAGTOR SHALL APPLY FOR ALL NECESSARY PERMITS FROM ALL T �. DEPARTMENT PENETRATION, DEPARTMENTS JU HAVING RISDIGTION. G:T TILE Di.. DETAIL 0-S.R. QUICK SERVE RESTAURANT AIR v R RADIUS RISER 3. INSTALL THE SHEAR SUPPORT FOR THE VAPOR PIPING FROM THE BOTTOM OF THE SHEAR VALVE AT THE AGA� IN PIADIM. DIMEN51ON Fr DISPENSER CONTAINMENT BOX. SEE EQUIP. #68 ON 5HT. F.2 4 DTL. 20 ON 5HT. F.6. TROOFDR DISPENSER D R GODS ANALYSIS PROJECT DIRECTORY PD. DO OPENING T 4. TANK GONSTRUGTION/TESTING SHALL BE IN ACCORDANCE WITH NATIONALLY RECOGNIZED CODES. . R '�. PRAHER RF• ROOF UNDERGROUND TAWS), PIPING AND ALL RELATED FUEL 5Y5TEM EQUIPMENT ARE TO BE INSTALLED PER (E) FOOD MART: M OCCUPANCY, TYPE V-B i TGT ;TER �, � REIP� REIfyFORG� OR MANUFACTURERS SPECIFICATIONS. THE UNDERGROUND TANK SYSTEM SHALL BE COMPATIBLE W1TH THERC RE1NFortuN7 PRODUCT BEING STORED 4 ALL PIPING, GOUPLING5, 5EALANT5, ETC. SHALL BE COMPATIBLE WITH EACH (NON -SPRINKLED) E. EACH �1� �LiiF� OTHER AND WiTH THE STORED PRODUCT. M I ARCHITECTS, INC. Ed EXPANSION JOINT REV. REVISION EL. ELEVATION R s. ROUND HEAD (E) FUELING CANOPY : M OGGUPANGY, TYPE V-B 2221 OLYMPIC BLVD., SUITE 100 _H.w E.EC. ELECTRICAL w0ol9GRE4 5. MONITORING SYSTEM SHALL PROVIDE FOR AUTOMATIC TURBINE SHUTDOWN / FAIL SAFE USING (NON-5PRINKLED) WALi�JT CREEK, GA G45�i5 ELEV. ELEVATOR RM. ROOM Y RO.(E) MONITORING ALARM CONSOLE. MONITORING SYSTEM SHALL BE PROGRAMMED FOR AUTOMATIC, TURBINE TEL: (Q25) 287-1174 AENGR. EtrIL SUREIN5 EC-LOER RUB,5HUTDOWN RWD. REDWOOD / FAIL SAFE OR PRODUCT FLOW STOPPAGE AT DISPENSER WHEN LEAK 15 DETECTED IN GARWASH TUNNEL B OCCUPANCY TYPE V-B FAX: M25) G43-158i ENTRANCEENT RWL RAIN HATER LEADER 4L PANEL TURBINE / VAPOR $ VENT FILL / VAPOR UNDER DISPENSER 8 VENT R15ER CONTAINMENT SUMPS. ' (NON-5PRINKLED)EG. GELL: (a25) 878-61875 EQUAL S. SOUTH MR. MUTHANA IBRAHIM, ARGHITEGT EGUIP. EQUIPMENT 5G. SOLID CORE EST. ESTIMATE 5GHED. E.W G. Eux)LER W. LECTRIC HATER SGHEM( SCHEM SCHEMATIC DEVELOPER MAINATIC EXr. EXTERIOR SECT. STORM SECTION�ASS EXT. EXTERIOR 56D SLIDE GLA55 DOOR �/' C U L. SYSTEM TEST I N O NOTESAPPLICABLE COPE A U ENERGY, LLG HELF FD. FLOOR DRAIN S� S 41605 ALBRAE ST., 2ND FLR. Fm WT.SHEET FREMONT, GA c14538 FE. FI�EXTiOG 11 SHEATHING FHG. FIRE HOSE CABINET 51K 51KLAR I. CONTAINMENT 5UMP 54ALL BE FILLED WITH WATER TO A LEVEL ABOVE ANY PENETRATION DURING 50 868-7454 FLAT HEAD 5GREH SND, DANINAFKIN TESTINGI'SPENESER. GBG 2OI6 FAX: - FFHS. HWS. FLAT HEAD WOOD GMG 2016 FIN. FINISH SPEC. SPECIFICATIONRIWIL 2. PIPE TESTING SHALL BE WITNE55ED BY THE JURISDIGTION HAVING AUTHORITY� HAZARDOUS MATERIALS GPG 201E MR. NIGK LOYAL FLOOR S FINIS F1K FLRFINISH SPRINKLER Fix FIXTURE 50. SQUARE INSPECTOR. THE PIPE TESTS SHALL BE DONE EITHER PNEUMATICALLY AT 110% OF THE MAX. ANTICIPATED GEC, 2016 FL6. FLOORING STK STL. STAINLESS STEEL FLIZ FLOOR STTD . ST PRESSURE OR HYDR05TATIG ALLY AT 150% OF THE MAX. ANTICIPATED PRE-55ORE BUT NOT LESS THAN 5 GFG 20l6 I1 N6 P516 FOR 60 MINUTES. pFLUORESCENT TFL FACE GGRETE SOR. STEEL GA. ENERGY CODE 201E F.O.F. FADE OF FINISH STRUGT. STRLGTURAL FA. OW FACE OF CONCRETE 5l1FiP. � 3. ALL PIPING, U5T AND GONTAINMENT 5UMP TESTING SHALL CONFORM TO THE LOCAL, STATE AND FEDERAL MASONRY UNIT SYM, Syl_ AkL REQUIREMENTS. BURLINGAME MUNICIPAL CODE F.O. 055 FACE OF Q5B F.O. PLYWD. FACE OF PLYWOOD SEP. SEE ELECTRICAL DRAWINGS F.O.5. FACE OF 5 VDS SOD. SEE CIVIL DRAWINGS I I'RF. FIREPROOF SLD. SEE LANDSGAPIN6 DRAWIN65 4. UNDERGROUND STORAGE TANKS (U5T) TESTING SHALL BE WITNE55ED BY THE JURISDICTION HAVING FRM6. FRAMING SMD. SEE MECHANICAL DIZMN65 AUTHORITY, HAZARDOUS MATERIALS INSPECTOR. F.R.P. FIBERGLASS REINF. SPD. SEE PLUMBING DRAWiN55 PLASTIC 55D. SEE STRUCTURAL DRAYUN65 FS• FLOOR 54W 5. FUEL GONTRAGTOR SHALL PERFORM ADDITIONAL TESTING AS REQUIRED BY THE LOCAL GOVERNMENT. SCOFF. OF YIORK VICINITY MAP FT. FEET TEL TELEPHONE FfG. FooTIr� TEMP. FURR. FURRING T.U. TOP OF ... T.O.C.. TOP of CgNGRETE 6. PASSING ENHANCED LEAK DETECTION (ELD), TANK AND INTEGRITY TESTING 15 REQUIRED POST GONSTRUGTION FOR AC A;0 EACH UNDERGROUND 5TORA6E TANK. ELD TESTING SHALL BE HITNE55ED BY THE JURI5DIGTION HAVING AUTHORITY. EXISTING EQUIPMENT TO BE REMOVED: 6ALV. GALVANIZED T.O,P� TOP OF PAVEMENT ea. CvRAB BAR OR PLATE A STATE WATER RESOURCES CONTROL BOARD (5WRGB) TEST METHOD THAT 15 COMPATIBLE W1TH THE 6EK GEAIERAL OR 6ENERATOR TD 5. TOP OF 51 L OR TOP OF 5HEATHIN6 PROP05ED PROJECT EQUIPMENT WILL BE DETERMINED BY THE JURISDICTION HAVING AUTHORITY, PRIOR TO GD 6ARN&E DISPOSAL 66, P OR. T.O.H. T�p� � PLAGiNG THE PRODUCT IN THE TANKS, * REMOVE (3) EXISTING IOK UNDERGROUND STORAGE TANKS (BY SEPARATE PERMIT) OR 6�IGE coN GI. GALVANIZED IRON T.B. roR^tEi.. BAR REMOVE ALL UNDERGROUND PRODUCT VAPOR 4 VENT PiPING (BY SEPARATE PERMIT) PROJECT 51TE �C-LAS5 TER. TERRAZZO ;GR, C,RADE T46 TONGUE a 6R OVE 7, THE HYDROSTATIC TESTING SHALL BE WITNESSED BY THE JURISDICTION HAVING AUTHORITY, HAZARDOUS * REMOVE EXISTING ABOVEGROUND VENT RISER PIPES. 6655M 66AV�ZED SHEET METAL T.PD. TOILET PAPER Dish MATERIALS INSPECTOR. * REMOVE (4) EXISTING 3-PRODUCT, BLENDING, SINGLE HOSE, CYA50LINE D15PEN5ER5 6YP. 6YP5UM T.V. TELEVISION GYP. BD. GYP5UM BOARD TYR TYPICAL 8. PRIOR TO THE OPERATION OF THE TANK SYSTEM THE FOLLOWING REQUIREMENTS MUST BE MET $ THE � REMOVE EXISTING GASOLINE DISPENSER HARDWARE (TYP. OF 8) U0X TANK SYSTEM SHALL BE INSPECTED BY JURISDICTION HAVING AUTHORITY, HAZARDOUS MATERIALS n Academyoy W_ HOLLOH CORE OR UNLESS OOTHERW15E NOTED FOUR EXISTING EQUIPMENT TO REMAIN (PROTECT DURING GON5TRUGTION) �'e"'"60 HANDIGAPED UR URINAL INSPECTOR iN (4) PHASES: P,ag,am0 HDR HEADER VENT. VENTILATE OR VENTILATION i0 ►"Pm• VEST. VESTIBULE 1. 5ETTIN6 OF TAWS). TH15 SHALL INCLUDE 50AP TESTING OR PR-55ORENAGWM TEST WHERE APPROPRIATE. HM' NOS CAI V.FL6. VINYL FLOORING I 2. PRIMARY PIPING AND TANK(5) SYSTEM INCLUDING VENT VAPOR PIPING R15ER5 ETG. +� EXISTING VEEDER-ROOT MONITORING SYSTEM W/ VEFJ7ER-ROOT 15D (MODIFY (A5 NECESSARY) Howl HORIZONTAL � HOUR V1^l.G. VINYL WALL COVERING , , , 3. INSPECTION OF ALL SECONDARY CONTAINMENT, WHIGH INGLUDE5 SECONDARY PIPING PRESSURE HT. HEIGHT w W�sr Wr WITH TESTS, CORRO51ON PROTECTION, DISPENSERS CONTAINMENT BOXES, ETC. NEW EQUIPMENT TO BE INSTALLED: N. I� FACE WG. WATER CLOSET 4. FINAL 5Y5TEM INSPECTION, INCLUDING ELECTRICAL, MECHANICAL, ALL PORTION5 OF THE LEAK DETEGTION INFO. INFORMATION W.F."ovHOEowFLAN6E 5Y5TEM(5) AND ANY OTHER MONITORING EQUIPMENT, * INSTALL (I) NEW 20000 GALLON, DOUBLE -WALL, FIBERGLASS (REGULAR UNLEADED) INSUL. INSULATION WH WATER HEATER UNDERGROUND STORAGE TANK (HYDROSTATICALLY MONITORED) INTER. INTERIORVUO HITHOUT W. WATERPROOF PREG15ION TEST RESULTS SHALL BE FORWARDED AND APPROVED BY THE JURi5DIGTION HAVING AUTHORITY, INSTALL (1) NEW 20;000 GALLON (12K x 8K) SPLIT, DOUBLE -WALL, FIBERGLASS (PREMIUM alfallnca Oryane Mosryue@ Deyahora Hlghwsy Hai �y ne wend c"f. oshr 739DOtl y W0W POINT JAK JANITOR WN56T. WAIN5COT HAZARDOUS MATERIALS INSPECTOR, PRIOR TO TANK 5Y5TEM(5) BEING PLACED IN OPERATION, UNLEADED � DIESEL} UNDERGROUND STORAGE TANK (HYDROSTATICALLY MONITORED) W aekne'roo of San Mate JST. JOIST WT. WEIGHT JT. JOINT * INSTALL DOUBLE -WALL GONTAINMENT SUMP5 FOR THE TURBINE / VAPOR � VENT 4 FILL, W W F. HELPED WIRE FABRIC KIT. KITCHEN K.P. irJCK � cl. BEFORE BEING COVERED OR PLAGED iN USE, PIPING GONNEGTED TO UNDERGROUND TANKS SHALL BE TESTED MANWAY5, TYP. OF 3 TANKS (HYDR05TATIGALLY MONITORED) AE FOR TIGHTNESS AND HITNE55ED BY THE JURISDICTION HAVING AUTHORITY. THE SYSTEM SHALL NOT BE INSTALL DOUBLE -WALL, UNDER DISPENSER CONTAINMENT SUMPS (HYDROSTATICALLY LAM LAMI I LAV. LAVATORY C C GOVERED UNTIL IT HAS BEEN APPROVED. MONITORED), TYP. OF 4 LF. LINEAL FEET 0 DIAMETER L LONG PERPENDiGI1LAR INSTALL DOUBLE -WALL FIBERGLASS PRODUCT, VAPOR 8 VENT PIPING (VACU)M MONITORED) Alkv.. Claasbs as¢e a L6TH. LENGTH PER 10. UNDERGROUND STORAGE TANK SYSTEM SHALL BE TESTED IN AGGOIRDANGE WITH NATIONALLY RECOGNIZED � INSTALL LIQUID DETECTION MONITORING SENSORS IN ALL TANK, DISPENSER 4 VENT BOX SUMP5 �' e> g> LT. AT. Li67HT WB6HT lF �TIA�NG STANDARDS. RECORDS OF ALL TE5T5 AND THE RESULTS SHALL BE KEPT AND MADE AVAILABLE TO JURISDICTION * INSTALL VAGUUM 5EN50R (IN TURBINE SUMP), SENSORS FOR INTERSTITIAL SPACE OF MAT. MATERIAL t1zJ RELOCATED HAVING AUTHORITY UPON REQUE5T. DOUBLE -WALL PiPING, TYP. OF 3 MAX MAXIMUM * -PRODUCT, BLENDING, MULTI -PRODUCT, DUAL HOSE, ASOL RE`JIEWED CE"ARTM MG MEDICINE GABITNET NEDISPENSERS BURLINGAME BLGG MEGH. MECHANICAL MED. MEDIUM * INSTALL Two (2) NEW 4-PRODUCT, BLENDING, MULTI -PRODUCT, DUAL HOSE, This Q Ian check Phall Bombe construed to b. a P MEND. MEMBRANE GASOLINE / DIESEL DISPENSERS * For, or and aWclva1 °` an NORTI 4 of the provisions 01 INSTALL EIGHT (8) NEW DISPENSER HARDWARE FOR GASOLINE PRODUGT violation Codes * INSTALL FOUR (4) NEW 015PENSER HARDWARE FOR DIESEL PRODUGT /\ guru Building * INSTALL NEW VENT R15ER(5) W/ DOUBLE -WALL TRAN51TION 5UMP (HYDROSTATICALLY MONITORED) t RACK SYSTEM / APF'FIELALIPSpECTIONNH. OVAL \J D DATE v4-rAll"teet.; M I Arch itect5, Inc. ARGHITEGTURE PLANNING MANAGEMENT DESIGN 2221 OLYMPIC, BLVD., SUITE 100 WALNUT GREEK, GA G45Q5 c125-287-1174 Tel a25-443-1581 Fax Q25-878-G875 Gell muthanoomiarchitect.com W W W .m larch itect.com * C-29627 = 6/50/201-4 _ � _RE A 155UED FOR CONSTRUCTION 05.08-11 155UED FOR PLAN GHEGK ISSUED FOR PLANNING NO. DATE DE5GRIPTION A06-16-11 F;E I PER PLA MEEK COMMENTS 0 FUEL. 5Y5TEM COVER SHEET PROJECT #: 16-5083 DRAWN: JM GHEGKED: Mli IT SCALE. NONE DATE: 04-04-I-T F.1 SHEET OF 31 FUEL. EaUIPMENT L_15T # PART DESCRIPTION X SPECIFICATION # PART DESCRIPTION X 5PECIFICATION TANKS I�ISP�NS�� ❑ DOUBLE WALL, FIBER6LA55: 10' 0 ; 20000 GALLONS X XERXES: XE-20000 GAL DK (2) 5UMP5 4 XE-5TRAP5 (TANK 5TRAP5), SEE DTL. 20 ON 5HT. F.8 65 ❑2 DOUBL.E WALL, FIB826LA,%: 10' 0 ; 20OW 6ALLON5 02K x 6K, DUAL COMPARTMENT) X XERXE5: XE-20000 SPLIT, (2) 5UMP5 EACH TANK 4 XE-STRAPS (TANK STRAPS), SEE DTL. 17 ON 5HT. F.8 66 MULTI-PRODUGT 015PEN5ER (BALANCE) X DRE55ER WAYNE: (2) "OVATION" 13I2/3, SELECTABLE BLENDER, 3+0 4 (2) 623/4 5ELEGTABLE BLENDER 3+1 W/ #888513-00I-F80 (OVATION PEDESTAL GRAY) ❑ 67 DISPENSER EQUIPMENT (NOZZLES, HOSES, ETC) X V5T. V5T-EVR-NBBK-2 (NOZZLE), VSTA-EVR-55KA (BREAK -A -WAY), V5TA-EVR-048 (HOSE) 4 VDV-EVR-CK16 (VENTURI HOSE) tN/ GNI: #8114 (ANTI -KINK HOSE CLAMP) ❑ 68 DOUBLE -WALL DISPENSER CONTAINMENT BOX X 13RAVO: (2) Bg252-1`2L-BD-E0 (3+0 DI5PEI6M, (2) I3gZ0 f-3L-BD-EO (3+1 015PEN5�R) PV EO-EB5 (E-WTPJ(.AL 0}-F-5u), i3RKT-B2 (VAPOR VALVE 5TABtuzEt BRACKET) t KAYNE-DEFLErTOR-PLATE (BRAVO SYSTEMS DEFLECTOR PLATF) ❑ 69 DIESEL DISPENSER EQUIPMENT (IOZZL.E5, HOSES, ETC) X OPOI: 115-0100 (NOZZLE), HUSKY: 3360 3/4" (BREAK -A -WAY 4 0350 3/4" (SNIVEL) VEYANGE TECHNOLOGIES, ING; F563/4-012-MXM5-00 (3/4' x 12' WHIP H05E), F563/4-102-MX045-00 (3/4" x 8.5' PRODUCT HOSE) U+✓C.��e Iv� OIL TAN 70 DISPENSER SHEAR VALVES X OPW: IOBHMP-5830 71 VAPOR SHEAR VALVE-5 X OPW: bOV5P-1001 a 72 7 73 ❑ 74 TANK SUMPS MON ITORINC-7 ❑9 TURBINE: TANK SUMP X XERXES: DW48SMP-WT (DOUBLE -WALL) 75 MONITORING CON50LE WITH BUILT IN PRINTER X1 VR: EXISTING TL5-350 PLUS VV VEEDER-ROOT 15D, 15D SOFTWARE UPGRADE: 330160-066 (INCLUDES 5EM FOR PLLD 4 C5L..D) 10 76 11 FILL: TANK SUMP X XERXES: DW485MP-OT (DOUBLE -WALL) 77 MODULE: 8 INPUT INTER5TiTIAL/5UMP SENSOR X VR: 32g358-001 12 7g 13 7g 14 gp 15 81 MODULE: 1 INPUT SMART 5EN50R X VR: 332250-001 16 82 MAGNETIC PROBE (0.1 cjph>) X VR: 8463gO-111 W/ 556100-000 (GASOLINE 4" FLOAT KIT), 846400-011 (DIESEL 4" FLOAT KIT) 17 83 15D VAPOR FLOW METER KIT X VR: 330020-585 (VAPOR FLOW METER PART #3323?4-XXX) 18 84 15D VAPOR PRE55ORE SENSOR KIT X VR: 350020-515 (VAPOR PRE-55URE 5ENSOR PART #331g4b-001) 19 85 MODULE: 8 INPUT (SMART SENSOR INTERFACE) X VR. 32g356-004 1 I P I l 86 PROBE GAP AND ADAPTER X VR: 312020-q52 (MORRISON BROTHERS 505 TYPE) 87 20 " u HARD PIPE: 2 PRIMARY, 3 SECONDARY PRODUCT, VAPOR t VENT PIPE X a n " u n a NOV FIBERGLASS SYSTEMS: RED THREAD IIA. SEE WEL SYSTEM NOTES #I3 ON SHT. F.3 FOR THE REQUIRED FITTINGS FOR THE TRAN51 ION FROM 2 x 3 VAPOR PIPING TO 3 x 4 VAPOR PIPING 88 NONDISCRIMINATORY SENSOR X VR: 1g4380-206 (FOR UST SUMPS, VENT SUMP 4 UDG 5UMP5) 21 HARD PIPE: 3" PRIMARY, 4" SECONDARY VAPOR RECOVERY PIPE X NOV FIBER5LA55 5Y5TEM5: RED THREAD IIA. SEE "FUEL SYSTEM NOTE5" #13 ON 5HT. F.3 FOR THE REQUIRED FITTINGS FOR THE TRAN51TION FROM 2" x 3" VAPOR PIPING TO 3" x 4" VAPOR PIPING 89 22 90 RESERVOIR SENSOR FOR DOUBLE -WALL 5UMP5 (51NGLE-POINT) X VR: 1114350-304 (FOR U5T SUMPS, VENT SUMP 4 UDC SUMPS). A DUAL -POINT 5EN50R MAY BE REQUIRED IF SUMP(5) ARE IN CONTACT W/ GROUNDWATER I 23 HARD PIPING: ADHESIVE X NOV FIBERGLASS 5Y5TEM5: SERIES 1000 (OR APPROVED EQUAL) 91 RESERVOIR 5EN50R FOR DOUBLE -WALL TANKS (DUAL -POINT) X VR: 1g4380-303 24 92 25 93 MODULE: b INPUT PLLD X VR: 3301543-001 26 94 MODULE: 3 OUTPUT PLLD X VR: 330314-001 27 95 28 96 ELECTRONIC LINE LEAK DETECTOR (PLLD) W/ SIPHON CHECK VALVE X VR: 845480-001 W/ RED JACKET: 188-241-5 (SYPHON CHECK VALVO FILL/ Y'���� 97 OVERFILL ALARM AT gORS OF TANK CAPACITY X VR: lgoogl-001 98 I ACKNOWLEDGMENT SWITCH X VR: 1g00g5-OOI 29 TOP SEAL GAP X OPW: 634TT -1065- EVR 99 7301 TOP SEAL ADAPTER X OPW: 615ALP -1020- EVR 100 VACUUM SEN5IN6 SYSTEM X VR: (2) 330020-4&0- 2 VACUUM SENSOR KIT FOR NO TANK 4 (1) 330020-4q5- I VACUUM SENSOR KIT FOR NO TANK 31 VAPOR RECOVERY GAP X OPW: I111T -1085- EVR 101 32 VAPOR RECOVERY ADAPTER X OPW: bIV5A -1020- EVIR 102 33 MISCELLANEOUS LANEOUS 34 35 103 PRE55URE/VACUUM VALVE, VENT GAP X1 HUSKY: 5885 (GASOLINE), OPW= 23-0053 (DIESEL) 36 104 SUMP PENETRATION FITTING W/ CONCENTRIC REDUCER: 3" x 2" X NOV FIBERGLA55 SYSTEMS: 012030-62b-0 (3" FITTING W/ VACUUM HOSE / TEST PORT FITTING) W/ 012040-238-3 (4" x 3" REDUCER) 37 IS" DIAMETER WATERTIGHT MANHOLE X OPW: 104A-1800 105 SUMP PENETRATION FITTING W/ CONCENTRIC REDUCER: 4" x 3" X NOV FOER&LA55 SYSTEMS: O12040-626-0 (4" FITTING W/ VACUUM HOSE / TEST PORT FITTING) W/ 012050-238-3 (5" x 4" REDUCER) 38 5 GALLON 5PILL CONTAINMENT (FILL) WITH DRAIN VALVE X OPW: P7bIG-EVRDV W1 #2og501 16" NIPPLE 106 SUMP PENETRATION FITTING: 3/4" 4 I" X BRAVO. F-I1-RR-0 (5/4"), F-10-RR-D (1") 39 5 GALLON SPILL CONTAINMENT (VAPOR) WITHOUT DRAIN VALVE X OPW: P761G-EVRPL W/ #20g502 14" NIPPLE 107 40 MULTI -PORT MANHOLE X FORELITE/OPW: FLcIOGRAY-MP-5K12-R, (I) EACH FG-to-REo, (I) FG-10-ORANGE W/ w--P33-I6 (SPILL PLATFORM W/ 2 PORTS, lb" OFF CENTER) it6511-RBIb (RISER SPACER) (REGULAR t PREMIUM UNLEADED TANKS) 4 1`006RAY-OF-51<I2-Y, W/ Fr,-10-YL.W, W5P33-8 (SPILL PLATFORM W/ I PORT, 8" OFF CENTER) (DIESEL TANK) ALL W/ FIBRELITE/OPW: FLgOF (FRAME), FLgO-SK12 (SKIRT), OPW: W5-RING-33, FSA-4o05 (FACE SEAL ADAPTERS) 4 bIJ5K-44GB (JACK SCREW KIT) 108 109 41 110 42 EXTRACTOR FITTING 4" x 3" X 2" X DPW: 233-4432 111 ❑ EXTRACTOR FITTING 4" x 2" X 2" X OPW: 233-4422 112 a EXTRACTOR FITTING 4" x 2" X OPW: 235-4420 113 FLEXIBLE CONNECTOR: 2" x 24" X FLEXING: FF20X24EZMXHF 45 FILL TUBE WITH P051TIVE SHUT-OFF VALVE X OPW: 1150-4100 114 FLEXIBLE CONNECTOR: 2" x 18" X FLEXING: FF20X18EZMXHF 46 115 FLEXIBLE CONNECTOR: 3" x 15" X FLEXING: FF3OXI5MXEZM 47 116 48 117 FLEXIBLE CONNECTION. 1 1/2" X 24" X FLEXING: FF15X24HMXEZM 49 118 50 119 TU� I 120 GI AN AIR SEPARATOR X FRANKLIN FUELING: EXISTI NG 121 DOUBLE -WALL VAPOR VENT CONTAINMENT BOX 1XI BRAVO: 8500-1=35-D-AB (DOUBL.E-WALL SUMP) W/ EO-EB5 (ELEGTRIGAL OFF-5ET) t R5-500-JP-35 (VENT RACK SYSTEM) 51 VARIABLE SPEED TURBINE W/ R15ER X FE PETRO: (2) 15TM-3-00 (RE(5ULAR 4 PREMIUM UNLEADED TANKS) 4 (1) 5TP-75R-VL3-00 (DIESEL TANK) EWEWED BLURLINGAM E BLDG DEPARTMENT This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Burlingame Bui!dinq Codes APPROVAL PENDIhJG FINAL FIELD INSPECTION REVIEWED gy`__DATE 52 53 TURBINE RUMP CONTROLLER t DISPENSER HOOK ISOLATION (ONEgLRBINE) X FE PETRO: (2) MA6VFC (REG)LAR 4 PREMIUM UNLEADED TANK-5) 4 (I) 5TP-5C1 (DIESEL TANK). ALL W/ FE PETRO. 5TP-OHt (015PEN5ER HOOK 15OLATION) 54 MANHOLE FRAME, COVER 4 SKIRT X FIBRELITE/OPW: FLIOOBLAGK (GOVER), FLIOOF (MANHOLE FRAME) 4 FLI00-5K12 (12" SKIRT) 55 56 7 2" FULL PORT BALL VALVE X JOMAR: T-100-105 57 58 59 60 61 62 63 64 LTA v4 reltl`teets M I Arch itect5, Inc. ARGH I TEGTURE PLANNING MANAGEMENT DES 1 6 N 2221 OLYMPIG BLVD., SUITE 100 WALNUT GREEK, GA 945G5 q25-287-1174 Tel c125-a43-15bI Fax a25-878-G875 Gell muthanaam(architect.Gom W W W .mlarchitect.com 155UED FOR GON5TRUGTION 05-08-I1 155UED FOR PLAN GHEGK ISSUED FOR PLANNING NO. DATE DESCRIPTION nl 06-16-11 REVISE) PER R AWffirK CO+tNTS 0 A FUEL 5 r5TEM EQUIPMENT L 15T PROJECT #: 16-5083 DRAWN: JM CHECKED: Mil 5GALE: NONE DATE: 04-04-17 1='02 SHEET OF E i 0 E a 0 E I BURLWAY I i10 j LOCATION OF ZT'S) I ROAD: X), _ -.__._ _________ ____ ._---------__________.__..__.______._ - _.___.__.-----_Y --_ � i__._.__.� - S22'57'38'W 28.99' �� -- _ ____.__ -__ __- _._.._.____-- --• -_-• R=20.50' L=32.20' _ N _ 0.00 77 k / j kt o 4 I / ! Q i / F.5 OF 3) F.5 OF 2) tjj I I PROPERTY LINE (TYP) 12K 20K ' PREMIUM i I REGULAR UNLEADED i UNLEADED ° y ►' - 1 TRANSITION UP V ! ( TO PREMIUM ( I UNLEADED TANK, SEE I DTL. 2 ON 5HT. F.6 V 18 3 (TYP. 5 O ! I Ii ; , (TYP) F.6 (TYP) F.6 of 3) F.5 - -- V i r W ' � I f, ) FU 8K DIESEL 1 fF I/ 3" PRIMARY BACK TO �. _ D _ RE6ULAR UNLEADED �c s i TANK, SEE 'FUEL SYSTEM NOTE5" #5 .PU , - 14i* - 3" PRIMARY (� I TYP; i II ' it •: I I IiI , i I � I Ii I 11 PU I I i RU I I I II -- I ` I i II1 i ! r M1r 1. I I �f i 3 20'--7" (TO F.O. D15PEN5ER) I I ; i I ! II i i I � I ' , I i � 7.7' � S6 5 38"W `` ! -r-✓ I 20.50' FUEL SYSTEM SITE PLAN - SCALE: i'= 10'-0' -N67'57'38"E 285_55' FUEL SYSTEM NOTES PIPING SHOWN SCHEMATICALLY. CONTRACTOR SHALL INSTALL PIPING PER FIELD GONDITION5 A5 APPROVED BY OWNER. 2. ANY UNDERGROUND UTILITIES CRO551N6 SITE SHALL NOT GRO55 OVER OR UNDER PRODUCT, VAPOR OR VENT PIPING. IF A CONFLICT 15 ANTICIPATED NOTIFY OWNER PRIOR TO PROGEEDING OF WORK. 3. PIPING LINES SHALL SLOPE 1/4" PER FT. (MIN) TO THE TANK. 4. LIQUID 5EN5OR5 AT TURBINE 4 UNDER DISPENSER CONTAINMENT SUMP SHALL BE WIRED FOR COMPLETE TURBINE AND DISPENSER SHUT -DOWN WHEN A LEAK 15 DETECTED, OR WHEN THE MONITORING 5Y5TEM FAILS OR 15 015GONNEGTED. 5. PIPING SHALL BE INSTALLED PER MANUFACTURER 5PEGIFIGATiON5. THE UNDERGROUND STORAGE TANK SYSTEM, ALL PIPING 4 FITTINGS ETC. SHALL BE COMPATIBLE WITH EACH OTHER AND WITH THE PRODUGT. 6. CONTRACTOR TO PROVIDE DRY CHEMICAL FIRE EXTINGUI5HER5 WITH A MINIMUM RATING OF 2A: 20B:G SUCH THAT THEY ARE NOT MORE THAN 50 FEET FROM ANY 015PEN5ER OR FiLL-PIPE OPENINGS (G.F.G. 2305.5). CONSULT OWNER AND FIRE DEPT. FOR EXACT LOCATION AND INSTALLATION METHOD, 7. SIGNS SHALL BE P05TF-D WITHIN SIGHT OF EACH DISPENSER, PER GFG 2305.6, PROHIBITING: • SMOKING NEAR DISPENSERS, "NO SMOKING" • DISPENSING INTO NON -APPROVED CONTAINERS, • RUNNING VEHICLE ENGINES DURING DISPENSING, "SHUT OFF MOTOR" ADDITIONAL 516N5 SHALL BE POSTED WITHIN SIGHT OF EACH DISPENSER, PER GFG 2304, STATING THE FOLLOWING: • D156HAR6E YOUR 5TATiG ELECTRICITY BEFORE FUELING BY TOUGHING A METAL SURFACE AWAY FROM THE NOZZLE • TO PREVENT 5TATIG 015GHAR67E, DO NOT REENTER YOUR VEHICLE WHILE OA50LINE 15 PUMPING • IF A FIRE STARTS DO NOT REMOVE NOZZLE-BAGK AWAY IMMEDIATELY • NO FILLING OF PORTABLE CONTAINERS iN OR ON A MOTOR VEHICLE, PLACE CONTAINER ON GROUND BEFORE FILLING SEE DTL. 10 ON 5HT. FA FOR LOCATION 4 MOUNTING HEIGHT OF SIGN. b. ALL PRIMARY VAPOR RECOVERY PIPING SHALL BE 3" DIAMETER (DOUBLE -WALL) AFTER THE MANIFOLDiNG OF THE 2ND DISPENSER (TO ACCOMMODATE THE INCREASED VOLUME OF VAPOR WITHIN THE PIPE), ALL VAPOR RECOVERY PIPING SHALL SLOPE DOWN TOWARD5 THE LOWEST GRADE TANK A MINIMUM OFY4" / FT. (MIN). g. UNDERGROUND 5TORAGE TANKS, APPURTENANCES 8 PIPING SHALL BE PROPERLY DESIGNED, INSTALLED, MAINTAINED AND PROTECTED FROM CORROSION BY GATHODIG PROTECTION AND/OR CORROSION RE515TANT MAT ERIAL5. AL UNDERGROUND METAL PARTS (INGLUDING 5TAINLE55 STEEL) SHALL BE DRY AND LIBERALLY COATED WITH A WATER SEALANT (RE51N, ASPHALT, ETC.). 10. D15PEN5ER5 SHALL BE AGGE551BLE. SEE DTI-5. 8 13 ON 5HT. 502. 11, EMER6ENGY PUMP SHUT-OFF DEVICE SHALL BE WITHIN 100 FT, OF, BUT NOT LE-55 THAN 20 FT. FROM, THE FUEL DISPENSERS. EMERGENGY FUEL SHUT-OFF 5WITGH SHALL BE MOUNTED @ +48" ABOVE GRADE. PROVIDE A PERMANENT ENGRAVED PLASTIC 516N, V1516LE FROM THE FUEL DISPENSERS, WHICH REA05: "EMEROENGY FUEL SHUT-OFF", MINIMUM 5.5" H16H x b.5" WIDE, I" HIGH LETTERING W/Ye" LETTER STOKE, WHITE LETTERING ON RED BAGK61ROUND. 12. FUEL DISPENSING SHALL BE ATTENDED SELF-SERVICE. CONTRACTOR SHALL PROVIDE THE FOLLOWING: • A SIGN WHICH PROVIDES THE D15PEN5ER OPERATING IN5TRUGTION5 SHALL BE POSTED AT EACH DISPENSER, PER GFG 2504.2. • AN INTERCOM SHALL BE PROVIDED AT EACH DISPENSER, PROVIDING A METHOD OF TWO-WAY COMMUNICATION BETWEEN THE ATTENDANT AND CUSTOMER, PER GFG 2204.2.5. 13. THE TRANSITION FROM 2" x 3" TO 3" x 4" VAPOR PiPiNG 5HALL USE THE FOLLONIN6 FITTINGS MANUFACTURED BY NOV FIBER6LA55 SYSTEMS (OR APPROVED EGA)AL): PRIMARY FITTINGS: • 3" TEE, #012030-410-4 • 3" x 2" REDUCER BUSHING, #012030-231-4 SECONDARY FITTINGS: • 4" x 3" TERMINATION W/O TAP, #012040-235-3 • 4" 5G TEE, #012040-410-3 ALL CONNECTIONS SHALL U5E JOINED BY U51NG 7000 SERIES ADHESIVE MANUFACTURED BY NOV FIBER67LA55 SYSTEMS (OR APPROVED EQUAL) BURLINGAME BLeWED DG This Plan check hall not e ENT construed to be a permit For, or and approval of any violation of the provisions of Burlingame Building Codes APPROVAL PENDING FINAL FIELD INSPECTION REVIEWED By --DATE___ IMPORTANT NOTi GE Section 4216 Of the Government Code requires a Dig Alert identification Number be issued before a Permit to Excavate will be valid For your Dig Alert ID Number Gall UNDERGROUND 5ERVIGE ALERT DIAL 81 For Underground Locating 2 Working Days before You Dig -��-- _ -_--- - - --- - - ----� - - XUEL NG L G NP 0 � 1 } " S68'00'09"W 150.00' REGULAR UNLEADED (R.U) PRODUCT, RU - --,---..__- X _-.- DOUBLE -WALL FIBERGLASS (3" OVER 2") .:r X X X _...._ -- X ----- - - - - I -----� - -�--- - PREMIUM UNLEADED (P.U) PRODUCT, --- i -� DOUBLE -WALL FIBERGLASS (3" OVER 2") D DIESEL (DIE) PRODUCT, DOUBLE -WALL FIBERGLASS (3" OVER 29 --- -� -. VENT, SLOPE TOWARD TANKS, NORTH DOUBLE -WALL FIBERGLASS 0" OVER 2") - l0 0 5 10 20 - - VAPOR, SLOPE TOWARD REGULAR UNLEADED TANK, DOUBLE -WALL FIBERGLASS (3" OVER 2") FEET ALL FUEL EQUIPMENT 5PEGIFIGATION5 GRAPHIG 5GALE: I" = 10'-0" ARE LISTED ON 5HT. F-2 - - -�-� - - VAPOR, 5LOPE TOWARD REGULAR UNLEADED TANK, DOUBLE -WALL FIBERGLA55 (4" OVER 3") 1►�i�l rckiEeaEd M I Arch itect5, Inc. ARCH ITEGTURE P L A N N I N G MANAGEMENT D E S I G N 2221 OLYMPIC, BLVD., SUITE 100 WALNUT GREEK, GA c145g5 c125-28-1-1174 Tel c125-g43-158i Fax c125-578-g8-i5 Gell muthona®mlorchltect.com NNvcmiarchitect.com z~° Q -o- T v N v mz< z<y Q Qz OQ0) zL olu luw F- z 0- Uj V ul Q ILL O lup��v° o }- ,I o t� Ij,1 z ul U.! zzo 00�1 O p v UA u_ u_ t l 0 ARC h'ij Qj c v C - 2 9 6 2 7 = 1 � n nrurwu - ISSUED FOR GONSTRUGTON 05-0 17 155UED FOR PLAN GHEGK - 155UED FOR PLANNING NO. DATE DE5GRIPTION AI 06-16-11 REVISED PER PLAWHErK cmMMErs A FUEL 5Y5TEM 51 TE PLAN PROJECT #: 16-50b5 DRAWN: JM CHECKED: MII 5GALE: AS NOTED DATE: 04-04-17 SHEET 1cos m TA No smoking Turn off engine CONCRETE TANK 5LA6 - � -- 3" GLR. (TYP.) GOMP051TE MANHOLE 574 Turn off all portable battery - operated devices before A Icn fueling Discharge your static electricity --- CANOPY COLUMN 1� M If before fueling _--- (51DE FAtGtN6��Epp,�GH B fo using p mp, touch any metal on the car away from your vehicle's FUEL D15PEN5ER), TYP. — fuel filter with bare hand. This will discharge state electricity on your body. Failure la fully discharge may ignite gasoline vapors. Do not ra-enter your vehicle while gasoline "pumping. This harge your body with static elerni<ity. If you must reenter your vehicle, 16" SEC1,U'RE�DCMAN�H• '�� discharge static electricity again before touching the pump nozzle. ® No smoking �O�L�Ej (Y `{HEI E OGl/IJI�.� ) If a fire starts, do not remove nozzle f ®Tum off engine Back away immediately and tell attendant If no attendant is on site, use the emergenry shutoff button to stop pump. #4 BAR ® 15" D.G. E.W., Keep children away from pump area. Only persons of licensed age should use I GONTINUOU5 4 3" pump Warning: It is unlawful and _ = = '- - FROM TOP OF SLAB I dangerous to dispense gasoline into unapproved containers - ---- - wARNIN6 516145, Static electricity can ignite gasoline vars when filling portable I +e'w. wr PER 2016 GFC,, t� MULTI -PORT MANHOLE, containers or equipment. place portable containers or equipment on ground before filling - do not fill c containers or equipment that •^^a^^ SECTION 2305.E SEE DTL. 10 ON SFIT. F.5 are inside or on truck beds, trailers, vehicle trunks, or vehicles. , r� - -s Keep nozzle spout in contact with the container during the entire filling operation. Refer to monufocturer's instructions for safe fueling of gasoline powered equipment ---�� / x x x x x � % 7: X x x X x /• ?C <y X xY.XX ,'. x Y x x x >.x �/\/� ;r \ J r :< x x 4z Gasoline is extremely flammable - Vapors may explode - Keep away from heat, sparks and flame N Persons using dispensers with 4 hold -open latches must remain = at the refueling point during 1� 1'-O" — 2- #6 BAR5 a 12" O.G., EA. SIDE OF refueling Q li IS MANHOLE, 3" FROM TOP OF SLAB (WHERE OGGUR5) Harmful or fatal if swallowed Q - Canecause eskin or�eyeriirritation 2- #6 BARS "a 12" O.G., EA. 51DE OF health problems level p y MANHOLE 3 FROM BOTTOM OF 5LAB Long term exposure to vapors has caused cancer in laboratory animals • Avoid prolonged breathing of vapors • Never siphon by mouth • Keep face away from nozzle and gas tank COWRETE TAW SLAB • Keep away from eyes and skin WHERE l^f�.J'/'�G • Do not use as a solvent or cleaning agent • Keep away from children OPTIONAL: EACH #6 BAR CAN BE REPLACED W/ (2) #4 BARS GONG. DRIVE 5LAB (TYP) I 10 IllNARNIN& 516N DETAIL. S cONGRETE TANK 5L.AE3 REINI+OR.cING PLAN I OR REFERENCE ONLYII NONE NONE 1/4" RADIUS (TYP) NOTES 3" ELA5TOMERIG SEALANT (TYP) CONCRETE TANK SLAB 1• ALL PRODUCT, VAPOR 4 VENT PIPING ARE TO BE 5EC.ONDARILY CONTAINED, CONCRETE YARD SURFAGE #4 BAR5 ® 15" D.G. 2. EVERY TANK CONTAINMENT SUMP AND DISPENSER CONTAINMENT SUMP SHALL GONTAIN A LIQUID OR A.G. PAVING A5 OGGUR5 EACH WAY, 5EN51N6 PROBE. 3. PERPENDICULAR PENETRATION5 OF THE CONTAINMENT 5UMP5 ARE PREFERRED. 15e 15 THE �. _ZI< MAXIMUM ALLOWABLE PENETRATION ANGLE. XX ` o o o e 4. SPARE ELECTRICAL GONDUIT5 MUST BE SEALED. 5EE ELEGTRIGAL DRAWINGS FOR CONDUIT LAYOUT. y < 6. OBTAIN NRITTEN APPROVAL FROM OWNER FOR LESS THAN 1/4" PER FOOT 5LOPE ON PRODUCT, VAPOR AND VENT PIPING. n ,.; 3/4 CRUSHED r �� ROCK OR � �,,-��- . �: , � � .� . "-� s r y \ ; \ x P � � 1/2"0 x 18" SMOOTH DOWEL �, TANK R15ER5 AND D15PEN5ER PIPING MU5T BE A5 FOLLOWS FOR TANK5 GONTAININ6 6A50LINE: t� PEA GRAVEL „ /,/ i i i f j/'' �' ` `i',. , `�'-��\ .ny`' ® 18" O.G. 6REA5E END IN • ANNULAR 5PAGE R15ER MU5T BE 5GHEDULE 40 BLAGK PIPE THAT 15 PRIMED AND WRAPPED. gi \' ...\ . /.\ \ /.,\ , /.\\\;" :}'jig �tg : (: y->r CENT POUR - LOCATE ® e FILL, VAPOR AND TANK LEVEL MONITOR MUST BE 56HEDULE 40 BLACK PIPE (TYR ALL 5UMP5) COMPACTED CENTER OF SLAB 5UB6RADE, • TURBINE R15ER M105T BE 5GHEDULE 40 BLACK IRON PIPE. A5 REQUIRED ROUND PEA GRAVEL BAGKFILL IN TANK HOLE ALL 5TEEL DISPENSER PIPING AND FITTINGS MUST BE 5GHEDULE 4O BLACK IRON PIPE. (PER TANK MANUFACTURER REQUIREMENTS) 3!8" PRE -MOLDED EXPANSION MATERIAL (FUH DEPTH OF GONGRETE SECTION) 1 NOT U5EP 14 NOT U5ED 13 TANK 5-LA13 EDGE 1 NOT U5EP - - NONE _ 1:4 SLOPE EDGE TO 1/4" RADIUS (BOTH SIDE5) BEFORE REMOViNev BULKHEAD -FILL REINFORCING (WHERE) WITH ELASTOMERIG JOINT FILLER m OGGU PROVIDE BOND BREAKER REVIEWED REINFORCEMENT BAR5 This plan check shall f;o1 be (WHERE TFI Y OGG1R) _ BURLconstruDG DEPARTMENT construed to c W X N be a permit For, or and approval -- �—� appr al u. any SAW GUT WITH CRACK X For, of the provisions of Z ``� Burlingame Bui;ding Codes ?'_r APPROVAL PENDING FINAL TOOL OR TOOLED JOINT. 5 �� FILL W/ ELASTROMERIG 9F 5EALANT UP TOY4 (MAX) wC t r�x �� ... FIELD IIJSPECTION BELOW GONG. FIN15H (TYP) -, ! - I _ REVIEWED BY --DA TE 1/4" RADIUS X -COMPACTED BASE MATERIAL- SEE SPECS. --._.. 10 (3/4" MIN) X + 2 COMPACTED GRADE- SEE m . < 4 . , m 2 `-O" 5 NOTE #g ON SHEET F.3 / z (TYP. a EA. SIDE OF JOINT) J n — r NOTE5: 1. DO NOT USE KEYED CONSTRUCTION JOINT FOR SLABS LE55 THAN 6" THICK. 2. USE PLASTIC OR METAL FORMS FOR KEY. WOOD CAN BE USED ONLY IF THE BACK SIDE OF KEYED FORM 15 5AW-GUT. .20 NOT U5ED NOT U5ED 8 TOOLED CONTi�.OI. JOINT CON5TRUGTION JOINT 1 � NOT UBEP NONE NON ,4 rAtit¢eis M I Arch itecte, Inc. A R G H I TEGTURE P L A N N I N 6 MANAGEMENT DE516N 2221 OLYMPIC BLVD., SUITE 100 WALNUT CREEK, GA g45cI5 g25-281-1114 Tel g25-cI45-l5b1 Fax g25-8-78-g8-75 Cell muthana®mlarchitect.Gom www.miarchitect.com till ARC/Y; '= C-29627A Z!M�V_ =. A 12' I« 155UED FOR GONSTRUGTION 05-Ob-11 155UED FOR PLAN GHEGK -- 155UED FOR PLANNING NO. DATE DESCRIPTION Q 0 TANK 5LAB PLAN I$ DETAIL5, MISCELLANEOUS DETAIL5 PROJECT #: 16-5O83 DRAWN: JM CHECKED: MIl SCALE: AS NOTED DATE: 04-04-I1 SHEET F.4 OF i E 10' NOTE: CONTRAGTOR -- DOUBLE -WALL, FIBERGLASS PRODUCT PIPING VACUUM (� U ( SHALL PROVIDE FIBER LINER IN TANK � UNDERGROUND 5TORAGE TANK (Trn) r ` FITTING, VENT 8 VAPOR PIPING ~ z d HOLE, PRIOR TO TANK I >1 INSTALLATION, PER d qQ I «. 1 1 FOR DET OF TANK SLAB, SEE DTL 8 N SHT. F.4 FILL TUBE is ; ,li ' _.-.11 EPDXY SEAL PER VACUUM FITTING (51M) LOCAL FIRE CODE I NFPA QlQ I REQUIREMENT5. PEA GRAVEL BAGKFILL -`'- - { SPEC 5TP 1 I z ' I 51 MAX. _ 3 2" _i f STP I L -�_ WEATHERPROOF IOVERLAY TOP OF FIBERGLASS g" Vac Sensor _.. .., `7�- i JUNCTION BOXES W/ CORD GRIP WIRING ENTRIES / II 4" FILL TUBE 45 \ I STRIKER PLATE PET A housing 6.25" BRINE RESERVOIR I I j I ( ( I-" SEE BOXED NOTE (TYP) PUMP TUBE �— Frill Tension clamp 4< z I I I ► i I SLOPE TANK I" IN 10' I DOWN TOWARDS FILL END �! NOTE: I STRIKER PLATES i 9,625" 12" Min. I Support bracket DOUBLE WALL TANK i BE 1/8 (MIN) d INCH H SEE DTL. A I THIOKL SEE T ' B W1DE ON EA. SIDE 1.� VAG 5EN50R FUEL SYSTEM CONTRACTOR SHALL ENSURE THAT 1 ff RIGHT RIGHT / — Riser VACUUM HOU51N6 A55EMBLY BRACKETED I-NSump < < TO R15ER THAT WHEN THE E VACUUM N5OR HOU5I NG 1550 SEE DETAIL 3 FOR REMOVED FROM I T5 MOUNT IN51DE THE TURBINE VACUUM 5EN50R A55EMBLY O / SUMP IT GAO BE EASILY PLACED ET ON THE STRIKER PLATE TE TANK PAD FOR EASE OF ANNUAL TESTING. Q _ — — — � , o — — — — _ — — INTEGRAL STRIKER PLATES UNDER EACH — ..� ���,�, ' Front View vacsendimcneps Side View PIPING VALVE5 $ 6AUGE5 5HALL BE CLEARLY ' - OPENING (BY TANK MANUFACTURER) P E -I- E3 LABELED W/ APPROPRIATE 5EN5OR ZONE. 2 --O " t 37 -8 3/4 2 -O SEE DTL. 20 5HT. F.I. FOR VACUUM 5EN50R ZONE5. - MIN. VERIFY W/ TANK MFG. MIN. TANK SECTION ❑ "FOR REFERENCE ONLIf� 3 VACUUM 5EN5OR A55EMBL.Y VACUUM SENSOR DETAIL. NONE NONE NONE FOR REMAINDER OF NOTES, 5EE DTL. 5 ON SEE SHEET E51 FOR NEC CLASSIFIED WATERTIGHT 54 MANHOLE COVER ------- ---- 51 TURBINE PUMP - -- - ------ 5TP 51PHON CARTRIDGE THIS SHT. (51M) AREA N0TE5 DOUBLE -WALL, FIBERGLASS 86 4" GAP 4 ADAPTER ON ATG PROBE MONITORING FITTING --- -- -- - - -- - - - - ---- PLLD qb < tQwz 0LIL z Q O d o) m Q >I tY 1 >I I "' � z u� < w >I I 1 uNDERGRouND STORAGE TANK (TYP) FOR DET OF TANK SLAB, q0 OR ql HYDROSTATIC ErL50R FOR -WALL CONTAINMENT 5UMP --- - -- _--- VACUUM HOSE RUN TO VACUUM 5EN50R _< ? a LEVEL OF MONITORED d (VAPOR TIGHT) SEE DTL 8 N SHT. FA 1 f! � TOP OF SECONDARY CONTAINMENT ! SS I ( 1 -� 17 -� r,<. �-_ IIII 1 1 III I I PEA GRAVEL BAGKFILL 56 2" FULL PORT BALL VALVE ---�_ ------ 5TYROFOAM (A5 NEEDED) --- .--- 3/4 " EXPLOSION PROOF 45° ELBOW Y n�"yam} 100 VACUUM SENSOR, SEE ❑ DTL. I ON TH15 5HT. -- ---------.-____ - -- JUNGTION BOX _ I ; ?, ; -- CONDUIT SEAL -OFF ---- r 4" SCHEDULE 40 BLACK RISER --------- _ I - SUMP PENETRATION FITTING (TYP) 106 - —2 MAGNETTG PROBE -- I ---- N 3/4" CONDUIT TO INTRINSICALLY -•- - --� SAFE GUTTER AT MONITOR I / ( I I I TUBE L TUBE ( I I I q DOUBLE -WALL F.R.P. CONTAINMENT SUMP, SEE DTL. b ON 5HT. F.7 I �_________ - CONTROL PANEL �- - (1) 3/4" GONDUIT, RUN TO I I ELECT. PANEL (PUMP POWER) z BRINE 1 RESERVOIR -� 475 I I - SEE BOXED NOTE 1N EXTRACTOR FITTING 42 43 44 (A5 APPLICABLE) , a _ o a -� -� ----- -FLEX GONNEGTOR 113 -� — ( I DTL. 5 (TYP) SUMP PENETRATION FITTING iO4 105 PV CONCENTRIC REDUCER A 1 -� `- vAcuuM HOSE, RUN TO VAUJUM I i �_ - --- 3" DOUBLE -WALL �- 20 0 I I SLOPE TANK (I I I �_ ��_ SENSOR (LOCATIONS AS SPECIFIED �- F.R.P. PRODUCT P{PlNG I a a o +1 I I I 1" IN i0' DOWN I TOWARDS FILL END I I I I _ IN DTL. 20 ON 5HT. F.T) 0 r � _ 0 0 __ � SUMP PENETRATION FITTING 104 o o a W/ CONCENTRIC REDUCER I I I I 4" DOUBLE -WALL FRP VAPOR 20 21 PIPINGS" TANK,I VAPOR =t I 1 —_�- I I - I ----- 3 DOUBLE -WALL I 20 ❑ SEE DTL. 5A I DOUBLE -WALL FRP / __r— F.R.P. VENT PIPING ABOVE (TYP) I PIPING 0 PREMIUM UNLEADED TANK / ° a o I o a ( -- - - - - --- -- 3" FRP PIPE OPEN AT BOTTOM OF DOUBLE -WALL SUMP — _ BOTTOM, ATTACHED TO '�- STEEL RISER W/ UNi5TRUT rl SEE DTL. 55, ABOVE (TYP) 82 PRODUCT FLOAT ---�- - 3-WAY VALVE (TYP) - LIQUID SENSOR 88 Q z INTEGRAL STRIKER PLATES UNDER EACH - OPENING (BY TANK MANUFACTURER), TYP. WATER FLOAT - 40° ELBOW OR FLEX CONNECTOR 114 REVIEWED 1T0 OG - --- --- -- _~ SEE DTL. 20 ON 5HT. F.7 LINGAME BLDG DEPARTMENT FOR TANK SPECIFIC 40° ELBOW OR FLEX CONNECTOR 114 (P.U. TANK) OR 115 I�►A1"M�slck shall not be 2'--O" t 37'-q 1/4" 2'-O" V STEEL PLATE a BOTTOM OF TANK -- � construed to be a permit VAGUUM ZONES For, or and approval of any MIN. VERIFY W/ TANK MFG. MIN. violation of the provisions of Burlingame Dui!rfng Codes TANK SECTION o "Foil SEFEIRENCE QNL Tr S TURBINE, VAPOR VENT � ATG 5UMF DETAIL. ECTIO10 REVIEW FIELDINSPEDBY—-DATE__ __ OkTE NONE NONE 31 32 VAPOR - -- -- _- -- ® I -PORT MANHOLE W-- - — a " TOP L GAP ADAPTER2q 30 CAP ADAPTER IQLUID I6HT F BOX COORDINATE IN THE FIELD W/ THE FUEL 5Y5TEM COLORED PRODUCT ID. MARKERS TOP SEAL GAP d ADAPTER 2q 30 " MANHOLE W/ SECURE LID 37 � ----- --- DISTANCE BETHEEN THE MANHOLE COVER 4 THE TOP of THE SUMP ►N5PEGTOR EXACT LOGATION5 REQUIRED TO BE PROVIDED W/ A TEST PORT TO VERIFY REDUGER SHALL BE PER GOMMUNICATION BETWEEN THE VACUUM 5OURGE DISTANCE BETWEEN THE MANGLE COVER WATERTIGHT SUMP SHIELD / Jl1NGTION BOX / GAP BY SENSOR MANUF. MANUFACTURER SPECIFICATIONS AND EACH PIPING RUN. EN5URE SUMP TE5T PORTS ARE LOGATED A5 GL05E TO THE TOP OF THE SUMP $ THE TOP OF THE SUMP REDUCER SHALL 4 .. BE PER MANUFACTURER 5PEGIFIGATION5 , - CONCRETE TANK SLAB A5 POSSIBLE OR PROVIDE A 05E LONG ENOUGH TO ALLOW TESTING WITHOUT THE REMOVAL OF ANY LEVEL OF MONITORED ,. = EQUIPMENT FROM THE SUMP (FOR FUTURE TESTING) (VAPOR TIGHT) TOP OF SECONDARY GONTAINMENT I LEVEL OF MONITORED (VAPOR TIGHT) TOP OF SECONDARY CONTAINMENT --- DOUBLE -WALL 5UMP FQT 11 (AS APPLICABLE) 68 121 WATERTIGHT CONTAINMENT SUMP ` GONDUIT SEAL -OFF -_I REDUCER (FIBERGLA55 ON THE OUTSIDE) i 3/4" - 5TYROFOAM (AS NEEDED) VACALIM HOE, STYROFOAM, AS NEEDED HYDR05TAGlG SENSOR q0 OR ql FOR DOUBLE -WALL ! I CONDUIT, RUN TO ANNULAR SPACE MONITOR JUNCTION BOX 3 " TO•- INTRIN5IGALLYUSAFE --�-_ GUTTER AT MONITOR 4 THREADED PVC PIPE YV/ GAP �` ` ` ':., „ ,, - <lT ;� `� � ,. �: ���� �:�� RUN TO VACUUM Primary Pipe SENSOR (LOCATIONS 20 21 AS 5PEGIFIED IN Red Thread IIA CONTAINMENT SUMP � I CONTROL PANEL d lU 3/4" GONDuIr To MOTE: RISER DOES HAVEBE -- DTL. 20 ON SFIT. F.7) --� Concentric Reducer l04 l05 36 5 GALLON SPILL BUCKET - -- I FILL / VAPOR SUMP CENT IN PEA GRAVEL (TYP) Y4" HOSE BARB \ �' CONNECT _----_-__-- I SUMP PENETRATION FITTIh� 106 - 4" SCHEDULE 40 BLACK O (AS APPLICABLE) -,_, O Q I NOTE: TANK 15 FILLED WITH 4" NTP FITTING - ----- -- DOUBLE -WALL BRINE AT FACTORY CONTAINMENT SUMP, ---- HYDROSTATIC qi SEE DTL. & SHT. F.7 SENSOR ❑ DOUBLE-WF.-7TOP IIALL F.R.P. CONTAINMENT SUMP, SEE SEE DTL. 5HT. F. -'-- I 3" FRP PIPE OPEN AT BOTTOM, ATTACHED TO - ---- --- -- OF TANK I STEEL RI5ER W/UN15TRUT 1-{YDR05TAT1G I MONITORING RESERVOOR FILLED BY TANK MFR.IF BOTTOM OF DOUBLE -WALL SUMP o O Containment Pipe 20 Red Thread I IIA 21 Sump Entry/Termination Fitting l04 l05 BOTTOM OF DOUBLE -WALL SUMP � --- - THE EXACT PLACEMENT OF TIME POSITIVE SHUT-OFF VALVE Spigot x NPT Adapter or Spigot x Spigot Nipple 514ALL BE DETERMINED IN THE FIELD BY THE FUEL NOTE: Lj CONTRACTOR AND SHALL BE DETERMINED 13Y THE DROP ` �--- ----------- — LIGJJID SENSOR 88 OVERFILLPREVENTION DEVICE NU ACTMANURER 1. PERPENDICULAR PENETRATIONS OF CONTAINMENT 5UMP5 PREFERRED. !TUBE OPERATION IENA 150 MAXIMUM ALLOWABLE PENETRATION ANGLE. 2. USE SUMP PENETRATION FITTINGS AT ALL PENETRATIONS OF THE SUMP. NOTE: ' OP OF SUMP. (CONDUIT PENETRATIONS SHALL BE LOWER THAN JUNCTION BOX TO \�---------- ---- TANK MANWAY ---__.------_-- POSITIVE 5FR1T-0OFF DEVICE INSTALLED AT 45 a5% OF TANK CAPACITY IN5TALL SUMP ENTRY FITTINGS SHALL BE INSTALLED PER ACCOMMODATE FUTURE TESTIN(5) MANUFACTURERS REGOMMENDATION5, ENSURE THAT I _. _ ---- 4 ALUM. FILL TUBE PENETRATION FITTIN65 ARE COMPLETELY SEALED TO 5UMP WALL, 4. R E T ET USING MANUFACTURER APPROVED ADHESIVE AND APPLICATION INSTRUCTIONS 20 FILL / VAPOR SUMP DETAIL. 18 HYDR05TATIC 5FACE NONE MONITOR FILL DETAIL. � h 5UM F ENTRY DETAIL. NONE NONE NONE TA v4 rel.iteets M I ,arch itectai, Inc. A R G H I T E G T U R E PLANNI NO MANAGEMENT DE51GN 2221 OLYMPIC. BLVD., 5UITE 100 WALNUT CREEK, GA g45g5 q25-287-1174 Tel q25-q43-1581 Fax q25-878-Q875 Cell muthanoomiarchltect.com www.miarchitect.com 11, 111,1111 ////// ISSUED FOR C0145TRUCTION 05-08-11 1554JED FOR PLAN CHECK - 155UED FOR PLANNING NO, DATE DESCRIPTION AI 06-I6-11 REVISt� P82 PLNC EGK GOMMENS a A UST 5EGTIONS $ M15GELLANEOU5 DETAILS PROJECT #: 16-5053 DRAWN: JM CHECKED: MII SCALE: AS NOTED DATE: 04-04-17 Ic'es SHEET OF 43.46" 17.00" I7.00" 4" MIN. ASPHALT NOTE: CONTRACTOR — ---- 3" OVER 2" FRP VAPOR PIPING PAVEMENT SHALL PROVIDE FROM PREMIUM UNLEADED TANK 1050" 1050" V. (WHERE OGGUR5) -- -. FIBER LINER IN TANK DOUBLE -WALL HOLE, PRIOR TO TANK PIPING (TYP) INSTALLATION PER 4 GLASS 2 LOCAL FIRE GORE 3" x 2" F.R.P. 45' ELBOW AT 1 1/2" NPT 1 1/2" NPT AGGREGATE REMIREMENT5. b" GONGRETE SLAB PREMIUM UNLEADED TANK PRODUCT INLET PRODUCT INLET BASE (WHERE OGGUR5) COUPLING (LOW) COUPLING (HIGH) _ 1/4" / FT. MIN. N.— SLOPE DOWN TO — 4" OVER U TEE FITTING REGULAR UNLEADED TANK PREMIUM UNLEADED VAPOR `;° ' `I PIPING CONNECTED TO VAPOR ® > PIPING SLOPED TO REGULAR UNLEADED TANK 1 1/2" NPT..mac. PRODUCT INLET _ _ -=: ? �. - -z _X ' " 1/4 / FT. MIN. ' - -\ - 6.17 4.33 COUPLING (+I) e ® - - �, d P (�') �r`� ( ® a m SLOPE DOWN TO _;��� °.��j '� �.) ; _' ,� h REGULAR UNLEADED TANK LF Ih 1h O @ 6 /-_jam ���\ r 1' G� `n Q.' � � - z — Z_-, �,�cn EXTRACTOR FITTING 42 6 �m r Q In VAPOR r- RECOVERY — OUTLET y O O — J ,�;`�.� �, I-�-- SEE BOXED r'- r I NOTE (TYP) Y8" TO 3/4" -- 4" OVER 3" FRP VAPOR 13 00" 3/4" NPT (b) s/s" x 2" z � '�� � �� `-''_` PEA GRAVEL PIPING, SLOPED TO REGULAR CONDUIT INLET r. �.(1Cn°; ANCHOR BOLT ` ' UNLEADED TANK �, ;,',� -:<JI 'i (TYP. COVER \ (TYP. OF 2) SLOTS MATERIAL) __ �. ` DOUBLE -WALL, FIBER6LA55 " " f "MIN. GLR. 6V2" MIN. GLR " ----- -- 4" OVER 3" FRP VAPOR RED STORAGE TANK 6 Yz o 3 ) PIPE ®3 0 PIPE NO 6 ki PIPING, BEYOND CONTRACTOR TO FIELD VERIFY DISPENSER BASE OIMEN510N5. MIN. "MIN. GLR. i "MIN. GLR MIN. GLR. ® 4"m PIPE ® 400 PIPE PRODUCT ORDER 5HOWN 15 TYPICAL, NO OTHER VARIATIONS ARE ACCEPTABLE. D15PEN5ER E3A5E- IIINAYNE "OVATION" (3+0 1$ 3+1, BLENDINO) 66 N5 FIFE, TRENCH N2 VAPOR FIFIN& CONNECTION @ REGULAR UNLEADED TANK (FHA5E 11) NONEBase of dispenser cabinet T - I-------------- --- ----0 0------------------- - - - - - - - - - - - - - - - - - - I Base of Dispenser Cabinet Junction box Top of I- - - - - - - - - - - - - -- - - - - - - vapor return Ilne - - shear valve - - - - - - - - - - 114 FLEXIBLE CONNECTOR � 2" x 2" GALVANIZED COUPLING (customer pedestal Island I supplied) °6 ao _ � --------------------- if OPressure Cord grip OR a �4- al----------- ------- \ sensor O°o° - .q l a a opo��p ( 2 (p GALVANIZED PIPE o° va Wl-------------------- ------------------- o ° C � � a TEST PORT TYP �- Wrap rubber shim from connect these a,a �<1 p ® ® : Vapor return line shear 10 kit around sensor before Cable 2 cables to TLS RF �4°o o° 600(j4 ! valve installed as pero,�� mserhng in clamp , , , , transmitters (W2) - o °a D,0 ° o�� local code requirements. I o° o°oo° o° _ -- SUMP PENETRATION FITTING 106 -_- 1"NPT q0�� HYDROSTATIC 5EN50F2 ______ ___ I 4�° o °0 - OR - - !(� �°o`°1 nn��o�' aO OR �! FOR AOl 5-WALL ----------------------- -- - - - - - - -- - - - -- 0 b Q ! threaded pipe o°p°(�6e�0 0� j .— Pressure I \ �!(� Mating fitting (customer supplied) I CONTAINMENT SUMP ---- CONDUIT SEAL OFF (TYP) sensing Seal off �f 5/16 x 3/4" hex bolts w/ I - - - - - - - - - - - - - pOrt - - - - - - - Vapor �etUifl line able - -------- Top SUpphed)lock washers (typ.) 1.11.5" NPT x 2" steel nipple I I TOP OF DOUBLE -WALL SUMP ,l (customer 3 ----- - - - - ---- of I shear valve ® e I FI th r' NPT th d d I t I — ppdestall------------------------------------- ® - - - - - - - - - - - - island I o� �0-------------------------------------- -- ---- ------I,o� oC d Oo a ° dLo ol----------- ------ ie o °�po --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,� y Q rQ 0 0Q c1 Pitch to drain 1/4" o 0 o oo - I vertical per 12" r 12 1/4 " OD copper I � o G o�Z1 Q o ° O� I horizontal 11 2 tube as required I �jo ° o a 0 0 ° 0 oDo 0 QI 11 Vapor flow I Q 0Qo 0 ° o!p �Q0 7� I 2 meter �. I �0�� �� 00 0��0�1 t�o�QoO °� a Conduit to o o o ° Q Required 'Y' fitting for 0� o (, o <ZD4 2 `���� introducing liquid TLS Console I duringTP-201.4 dynamic Flow Meter and Pressure I 797-14.eps backpressure test Sensor wiring can share the same conduit to console I (Observe polarity!) I ange wi re a a in a (typ.) 114 FLEXIBLE CONNECTOR ( INLET m L -` - - - - Inlet O-ring To a junction box (customer 1 ` supplied) or to a TLS RF I I transmitter (W2) I DOUBLE -WALL VAPOR / ISD Vapor 6„ _� 121 VENT CONTAINMENT SUMP, Flow MeterCable I SEE DTL. 8 SHT. R-7 10.81, EXPLOSION M (Approx.) VACUUM HOSE, VACUUM SOURCE I �� JUNGTIION BOX PROOF (TYP) 6.8" I � ORIGINATING ®PREMIUM UNLEADED TANK, Cord grip CONNECT VACUUM H05E TO REGULAR I I UNLEADED 0 DIESEL VENT PIPING --- I \\�-_- (1) %",P TO MONITORING I ( Seal oSYSTEM, FOR LIQUID SENSOR I off 3-WAY VALVE d TEST PORT (TYP) (customer --- I - OR - -- Outlet 0-ring supplied) I _I _ m m I ° ° {_ 0 — ao° ELBOW (TYP.) I I I OUTLET 2 I End view 1-11.5" NPT x 2" steel nipple Conduit to I GH I Install with arrow - - - �` TLS Console I ° -o -- _ 3" FRP PIPE OPEN AT stamped in end ��IY� Mating fitting pointing down (customer supplied) I � I �- - BOTTOM ATTACH TO I Dispenser 2 or 3" common main Threaded pipe I CONTAINMENT SUMP vapor return line I I outlet option AS NEEDED t - -sump- -- - - - - - - - - - - - - - - - - - - - - J I 20 DOUBLE -WALL F.R.P. PIPE (see inlet detail above) I O Numbers in circle refer to item numbers (kit components) in Table 1 I Required 'r fitting for ( BOTTOM OF DOUBLE -WALL SUMP REVIEWED introducing liquid during 10 SUMP PENETRATION FITTINGT ^—BUR hl sGAME BLDG TP-201.4 dynamic I W/ CONCENTRIC REDUCER \ plan Check shall not DEPARTMENT Vapor return line backpressure test I construed to be a be --.___-, --- -- LIQUID 5EN50R 88 For, oranda Permit violation f PProval of any Figure 6. Example Pressure Sensor Install Below Vertical Access Fitting Or Vapor Return Line - ISD Installation (With Vapor Flow - -- Burlingameo the Provicions of H -VAL PENDIN Meter Below Shear Valve) - - - - - - - - - - -# - - - - - - - - - REVIEWEDAPPFIELU tJSpEC U ing Codes REFER TO ITE1� #84 ON 5HEET E.2 REFER TO ITE1"I &3 ON 5HEET E.2By__DATE 'J 10 15D PRE55URE 5EN50R IN5TALLATION P"ARTS L1501=!5" VAPOR FLON METER IN5TALLATION FIFIN& GONNEGTION VENT R15ER TRAN51TION 5UMF NONE NONE NONE 103 PRESSURE / VACUUM ��---- VENT GAP I03 VALVE (GASOLINE) - ---- -- - - I Y2°(D 5CH. 40 BLAGK - - 2" NPT THREADS (TYP) IRON PIPE RISER (TYP) � BOLTS HOLD FITTING "�-- ---_ _-- - 3'-O" (TYP) { � ------ --_� TOGETHER WHILE PRODUCT 4 VAPOR SUPPORT RE51N CURES FITTING (TYP) - BRACKET, INSTALLED PER CLEAN MANUFACTURER 5EGONDAR"( PIPE CONNECTR SEPARATt )ER (E� TANKt FILTER --� REQUIREMENTS (TYP) FOR Ew�cLOCATION - ISD PRESSURE SENSOR (AT VAPOR MULTI-PRODU3" MIN. INSERTION SCHEDULE 40 BLACK CT NIPPLE (TYP) VENT PIPE (TYP) DISPENSER, b6 OF CONTAINMENT UNION (TYP) Ki LINE ONLY) INSTALL AT DISPENSER PIPE INTO FITTING e CLOSEST TO UST'S (ONE SENSOR FRAME (TYP) PER SITE) SEE DTL, 10 THIS SHEET DEFLECTOR PLATE, r'� I HYDR05TATIG 5EN5OR INSTALL PER MANUFAGTURER b8 PRIMARY PIPE q0 ORFq1_11 FOR DOUBLE -WALL REQUIREMENT5 (TYP) TO BE TESTED / ,fit - 1"I,diN I1=0L D DETAIL CONTAINMENT SUMP -- PRIOR TO 5EALIN6 $ EXPLO51ON PROOF SECONDARY PIPE - / NO SCALE DI5PE JUNCTION BOX (TYP) j NO -ES: DIMEN51ON 70 71 APPLY ADHESIVE (FLUSH W/ GRADE) CONDUIT SEAL OFF (TYP) i I TO FLANGE ---�� I. DO NOT LOCATE VENT RISERS WITHIN BUILDING OR DETERMINED ER OF RISEERMINED BY BUILDING COLUMNS. 4 PER MANUF. TEST PORT (TYP) TOP OF D BLE-WALL SUMP SPECIFICATIONS ( IP 2. DO NOT LOCATE VENT R15ER5 WITHIN 5 O' OF 16A �, - — — C ON T I I V E I T I I �l ELEGTR{GAL LIGFfTS, SI6N5 OR OTHER SOURCES OF IGNITION. - NOTES: 12 NOT USED 3. PROVIDE VEHICULAR PROTEGT0N PER 2016 GFG 312. - - ? 1. ALL GRO55-OVER PIPING TO - F.R.P. NIPPLE 4 Nl BE MADE N TEE OR "100 ELBOW, 1/4" BEVEL BUTT i ° � NIPPLE � 450 ELBOW. -- WELD SMOOTH - --- -- F.R.P. FITTING VAPOR FLOW METER (AT VAPOR GONDUIT (TYP. OF 4) FASTEN VENT RISERS TO LINE ONLY), SEE DTL. 8 TH15 SHT. -- -- I i - I 2. SLOPE PIPING TOWARD FRAME, AS NEEDED (TYP) ---- -- t f (1) 3/4" �P TO MONITORING SYSTEM, UNDERGROUND FUEL STORAGE °0 PENETRATION FITTING FOR LIQUID 5EN50R TANKS AT Y4" I FT. MIN. a7 OVERFILL ALARM � SWITCH W/ TEST PORT (TYP.) 11 (1) 3/4"(G TO CASHIER AREA, J ° ° — ° — Q8 (OWNER SUPPLIED REQUIRED) ° ° ° 1 i i � FOR INTERCOM .yt. \\ �— PERMANUFACTURER RACK TALL a (1) /4 1P TO CONTROL PANEL �• / � — DOUBLE -WALL ---� o / O o F.R.P. PIPE 5PEGIFIGATION5 (PAINTED) - -- --- ---- 101 — -- FOR POWER DATA — I I (I) 3/4"0 SPARE / I 3`4) SCHEDULE 40 BLACK PIPE Q / PIPE SUPPORT ° PRIMED 4 PAINTED (TYP) -- -- N ° ( -- FLEXIBLE GONNEGTOR II7 7 20 DOUBLE -WALL F.R.P. PIPE --� Q ¢ �o BOTTOM OF DOUBLE -WALL SUMP ���L `� O FibX lid c ALIGN TOP OF CONTAINMENT 104 SUMP PENETRATION FITTING {� 1 SUMP W/ TOP OF GRADE - -- gg W/ GONCENTRIG REDUCER -- \ I ... _ 3 -- LIQUID SENSOR 88 W'2" MIN, GLR_0 340 PIPE DOUBLE -WALL FRP. 68 CONTAINMENT SUMP, SEE" MIN GLR. ®4"0 PIP) q{+FjF>Sl'; 1. �• w� SEE DTL. 10 SHT. F.7 3" FRP PIPE OPEN AT BOTTOM ATTACH TO CONTAINMENT SUMP AS NEEDED 18"Q MIN. GONG. FOOTING �. q0° ELBOW (TYP) - -- _ 20 PIPIN& GONNEGTION @ UNDER DISPENSER SUMP 1 8 PIPING CRO550VER DETAIL. NOT USED VENT R15ER DETAIL. NONE NONE - NONE ttem Oty. Description PM 1 1 Pressure sensor 331946-001 or861190-201 2 4 Male connector 68CA-4-4, brass 1/4" tube to 1/4" pipe 514100-430 3 1 Union 62CA-4, brass 1/4" tube sin 514100-431 4 1 Plug 59CA-4, brass 1/4" tube size 514100-432 5 1 Universal sensor mounting kit - miscellaneous assortment of U-bolts, brackets, clamps, and fasteners 33W20.012 6 2 Wire nut 576008-461 7 1 Sealing pack 514100-304 8 1 Cord grip 331028-011 9 2 Tie wrap 510901-337 10 1 Shim 332061-001 11 1 Ball Valve, 3-way, 1/4" 576008-649 12 1 Copper tube, soft,114" 00, 36" length 332151-001 T1 v4relsiteds M I Arch itect5, Inc. A R G H I T E G T U R E PLANNING MANAGEMENT D E S I G N 2221 OLYMPIG BLVD., SUITE 100 WALNUT GREEK, GA ci4595 a25-287-1174 Tel c125-cI43-1581 Fax Q25-8.78-cI875 Gell muthona®mlorGhiteGt.Gom www.mlarch ltect.Gom ISSUED FOR GON5TRUGTION 09-08-11 ISSUED FOR PLAN GHEGK - ISSUED FOR PLANNING NO. DATE DE5GRIPTION l� 06-lb-11 REVISED PER PLAW-WXX C01+11E 1T5 0 0 A UNDERGROUND PIPING MISGELLANEOU5 DETAILS PROJECT #: 16-5085 DRAWN: JM CHECKED: MII 5GAL.E: AS NOTED DATE: 04-04-17 SHEET P.6 OF V UPPER RA GU5TOMIZED TO DISPENSER 4 MODEL # UDG MID -FRAME LINE OF 015PEN5ER, BOLTED TO 5UMP FRAME (TYP) UPPER RAIN LIP, CUSTOMIZED TO EXACT 915PEN5ER MAKE I MODEL # (TYP) UDG MID -FRAME (TYP) 15LOVE' (TfP) HYDROSTATIC CIO 5EN50R, INSTALLED IN51DE PRIMARY OR MANOMETER, q I N5TALL PER MFR. 5PEGIFIGATION5 I 5EGONDARY WALL —� NOTE: SUMP SHOULD BE APPROXIMATELY Y4 INCH ABOVE THE TOP EDGE OF THE GONGRETE 5LAB TO ALLOW WATER TO DRAIN AWAY FROM THE SUMP, PER MANUF. REG UIREMENT5 SIDE VI Ems. _ PRIMARY WALL FILL PORT Opening through )n riot wall DEFLECTOR PLATE, INSTALLED PER MFR 68 REQUIREMENTS LINE OF D15PEN5ER, BOLTED TO SUMP FRAME (TYP) CONCRETE SLAB (TYP) TOP OF CONCRETE .VEL OF MONITORED (VAPOR TIGHT) OP OF 5ECONDARY CONTAINMENT I TOM OF CONCRETE (GRADE LEVEL) BOTTOM OF 5EGONDARY CONTAINMENT -- DEFLECTOR PLATE, INSTALLED PER MFR. 68 ATMOSPHERIC REQUIREMENT5 MANOMETER ---� I4YOR05TATIC ATM05PHERIG q0 5EN50K INSTALLED MANOMETER OR IN510E PRIMARY MANOMETER. CONCRETE 5LA13 (TYP) q I TALL PER MFR, I 5PECIFIGATION5 — TOP OF CONCRETE SLOPE O d. LEVEL OF MONITORED 4 (VAPOR TIGHT) .6 4 TOP OF SECONDARY p CONTAINMENT ' BOTTOM OF CONCRETE a (GRADE LEVEL) TEST PORT (TYP) EN5URE SUMP TE5T PORTS ARE LOGATED A5 GLO5E TO THE TOP OF THE SUMP A5 P0551BLE OR PROVIDE A H05E LONG ENOUGH TO ALLOW TESTING WITHOUT THE REMOVAL OF ANY EQUIPMENT FROM THE 5UMP (FOR FUTURE TESTING) —� BOTTOM OF SECONDARY CONTAINMENT FRONT \\//I EN 10 POUBLE-NALL PISFEN5ER G01�TAINMENT SUMS' b8 NONE DOUBLE -WALL TURBINE SUMP q 54 I so 20 Vf NONE DOUBLE -WALL VENT PIPING (TYP) NOTE: FOR REMAINDER OF NOTES 5EE REGULAR UNLEADED TANK. VACUUM 5EN5OR DOUBLE -WALL PRODUCT PIPING (TYP) ZONE 5 -- FILL RI5ER DOUBLE -WALL FILL 5UMP 1401 11 DOUBLE -WALL VENT PIPING (TYP) zoNE a DOUBLE -WALL VAPOR PIPING (Tr) DOUBLE -WALL TURBINE SUMP q 54 VACUUM 5EN50R F DOUBLE -WALL PRODUCT PIPING (TYP) ZONE 3 DOUBLE -WALL FILL SUMP DOUBLE -WALL I I 40 VENT PIPING (TYP) ANNULAR 5PAGE MONITOR (TYP) ql 5EGONDARY WALL (TYP SIDE VIEW PRIMARY WALL (TYP) FILL PORT FRONT VI EN 12" MIN (TYP) _SLOPE ALIGN TOP OF VENT CONTAINMENT 5UMP W/ TOP OF GONGRETE LAND5GAPI N6 TOP OF CONCRETE LEVEL OF MONITORED (VAPOR T1644T) TOP OF SECONDARY CONTAINMENT lOTTOM OF GONGRETE (GRADE LEVEL) BOTTOM OF SECONDARY CONTAINMENT 2" TELE5GOPIN6 C.OMPRE5510N FITTING (ONE PER VENT LINE) ELECTRICAL OFFSET AL16N TOP OF VENT CONTAINMENT 5UMP IN TOP OF GONGRETE GONCRETE 5LAB (TfP) TOP OF GONGRETE 4 d z LEVEL OF MONITORED (VAPOR T16HT) Q tV TOP OF 5EGONDARY CONTAINMENT 4 BOTTOM OF CONCRETE (GRADE LEVEL) TEST PORT (TYP) EN5URE SUMP TE5T PORTS ARE LOGATED A5 GL05E TO THE TOP OF THE 5UMP A5 P055113LE OR PROVIDE A H05E LONG ENOUGH TO ALLOW TESTING WITHOUT THE REMOVAL OF ANY EQUIPMENT FROM THE SUMP (FOR FUTURE TESTING) BOTTOM OF 5ECONDARY CONTAINMENT 8 I DOUBLE-YVALL \/APOR/1/ENT GONT,4INMENT SUMP 1211 88 LIQUID 5EN5OR (TYP) 5TP SIPHON CARTRIDGE i q0 OR ql TATIG 5EN5OR SUMP INTERSTIGE5 IO VACUUM SENSOR (TYP) 5EE DTL. 1 5HT F.5 DOUBLE -WALL, FIBEROLA55 UNDERGROUND 5TORA6E TANK (TYP) DOUBLE -WALL PRODUCT PIPING (TYP) zoNe I FREGULAS UNLEADED TANK 5HOWN- FFREI"11U" I UNLEADED TAN< 511"1f LAIR VAPOR PRE55URE 5EN50R, LOCATED 84 ONLY AT D15PEW)ER GL0515T TO U.5.T. 5E DTL. 10 5HT. Fb HYDR05TATIG 5EN50R FOR 5w INTERST a FILL R15ER (TYP) LIQUID 5EN50R 88 (TYP. ANNULAR 5PAGE MONITOR (TYP) q1 DOUBLE -WALL, FIBER6LA55 UNDERGROUND 5TORA6E TANK _a TANK 5UMF PLAN 8- TANK COLLAR/5UMF CONNECTION DOUBLE-NWLL TANK SUMP DETAILS REVIEWED BURLINGAME BLDG DEPARTMENT This plan Check shall not be construed to be a permit For, or and approval c any violation of the provisions of Burlingame Building Codes APPROVAL PENDING, FINAL FIELD INSPECTION REVIEWED PY—DATE VACUUM H05E(5) HYDROSTATIC 5EN50R FOR 5UMP INTER5TICE5 qO OR ql TO REGULAR UNLEADED 4 (Typ) I DIESEL VENT PIPING LIQUID 5EN50R (TYP) 88 zO DOUBLE -WALL 3 WAY VALVE DID SUMP 5EE 68 DTL. 20 SHT. Fb (TYP) VAPOR FLOW METER, 83 DOUBLE -WALL 5E OTL. 8 514T. Fb (rM,l VENT PIPING (TYP) VAPOR PIPING (TYP) DOUBLE -WALL VAPOR PIPING (TYP) DOUBLE -WALL TANK SUMP (TYP) q 11 HYDROSTATIC SENSOR c{O INSTALLED IN MONITORI, RE5ERVOIR IN5TALL MANUF. 5PEG5. (TYP) q I I GONGRETE SLAB (TYP.) TOP OF CONCRETE ORED n6HT) DARY IMENT .BETE EVEL) 6OR q0 ow OR .L 'P) -1 I q II )M OF IMENT nAL C- 5Er4M JOINTS VACUUI'l ZONE5 REGULAR TANK- 2 VACUUM 5EW0R KIT ZONE i bl PRODUGT PIPING ZONE 2 VAPOR PIPING PREMIUM TANK- 2 VACUUM 5EN5OR KIT ZONE 3 GI PRODUCT PIPING ZONE 4 VENT PIPING DIESEL TANK- I VACUUM 5ENSOR KIT ZONE 5 DIESEL PRODUCT PIPING HTDR05TATIC 5ENSOR 40 FOR SUMP 1NTER5TIG OR (TYP) q LIQUID 5EN50R (TYP) 88 DOUBLE -WALL VENT SUMP 5EE 121 DTL. -I 5HT. F.6 MONITORING NOTE: ALL 5EN5OR5 SHALL BE CONNECTED TO TL5-350 MONITORING GON50LE THE FOLLOWING MONITORING 5Y5TEM5 SHALL 13E PROGRAMMED FOR COMPLETE 5Y5TEM 5HUT-DOWN: -LIQUID SUMP 5EN5OR5 - ELECTRONIC LINE LEAK DETECTOR (PLED) - LIQUID DETECTION IN PRODUCT PIPING INTERSTITIAL THE FOLLOWING MONITORIN6 SYSTEMS 5HALL BE PROGRAMMED FOR A AUDIBLE / VISUAL ALARM: - ALL INTERSTITIAL 5EN5OR5 INGL.UDIN6; HYDR05TATIC 8 VACUUM - OVERFILL PROBE - LOWlHI6H PRODUCT SENSOR -VAPOR PRE55URE SEN50R - VAPOR FLOW METER �'`G�LI�eGts M I Arch itect5, Inc. A R G H I T E G T U R E PLANNING MANAGEMENT 0E51GN 2221 OLYMPIG BLVD., SUITE 100 WALNUT CREEK, GA a45g5 g25•-28-1-1174 Tel 6125-6143-1581 Fax Q25-878-g87S Geil muthanaamforchitect.com www.mlarchltect.com 0 —11_Tn �o0 z v m Q z— MytL�1 �pCO �pU_ IYQz OU01 N O oNo lu v� x o tu V Z � tu m v ju a�. to L tuz�w tu 0(s to 7 Itf�i !� (� jqT-j 0v0� x z Q knm< y <QIL lu tu_mtu DA GF.v(�Z taw R tii�� _- =P �� '� * : C-29627 v fib- lam RENEWAL - 155UED FOR CONSTRUCTION 05-08-17 155UED FOR PLAN GHEGK 155UED FOR PLANNING NO. DATE DE5GRIPTION I� 06-16-11 I;Emsw PER R.ANUffGK GOMMEM DOUBLE41ALL TANK 5UMP, UDG d VENT R15ER TRANSITION 5UMP DETAILS ff MONITORING 5Y5TEM 5UEMATIG 150MMIC PROJECT #: I6-5083 DRAWN: JM CHECKED: MI1 5GALE: A5 NOTED DATE: 04-04-1 i =7 • SHEET OF MONITORING 5Y5TEM SGHEMRTIG 150METRIG XERXES® a zcL company Boyd Taylor CC: Jim Anderson, Patrick McDermott E-mail: btaylor@shieldsharper.com Re: Xerxes' 10-foot-diameter 20,000-gallon Double -Wall Tank Xerxes' 10-foot-diameter 12,000 x 8,000-gallon Double -Wall MCT Buoyancy Calc - Au Energy Dear Mr, Taylor: We have summarized the buoyancy data you requested. All of the calculations are based on the site data you have provided to us and on nominal engineering values for the physical parameters. All of the calculations are based on standard engineering practice. Xerxes uses approaches in a manner similar to the protocols presented in the PEI/RP 100-05 manual to calculate the underground tank Buoyancy Safety Factors. It is the tank owner's responsibility to determine the suitability and applicability of installation. Our sole responsibility in any installation is as stated in our Limited Warranty, Our calculations show that, given the installation parameters that you have provided to us (calculated with the tank empty, water table at the same elevation as finished grade, burial depth as shown, and using deadmen supplied by others) the Buoyancy Safety Factors are as follows: Tank Burial Depth Buoyancy Safety Factor 20,000-gallon Double -Wall 5 feet 1.43:1 12,000 x 8,000-gallon Double -Wall 5 feet 1.35:1 Xerxes recommends a minimum Buoyancy Safety Factor of 1.20:1. I have included copies of the worksheets for your files, If we can be of additional assistance, please feel free to contact us, Sincerely, 1;011�1 t Jeffrey Lexvold' Sates Support Manager ,? Attachments-2 making a lasting difference", 7901 Xerxes Avenue South • Minneapolis - Minnesota • United States - 55431-1288 Ph: 952-887-1890 • Fax: 952-887-1870 - Web: www.xerxes.com U5T BUOYANCY CALCULATIONS IAI All NON-CORR051 VE OR COATED STEEL TANK HOLD-DOM 5TRAP LOGATiM, PER TAW, MANUFACTURER REQUIREMENT5 (TYP) U40 HOLD-DOWN STRAP, PER HOLD-DOWN STRAP MANUFACTURER REQUIREMENTS (TYP) DEADMEN HOLD-DOWN, PER DEADMEN MANUFACTURER REGUIREMENT5 (TYP) n S's XEiiI DEADMAN BURIAL AXE WATER AT GRADE An Energy a zr.>L company TANK DATA INSTALLATION NOM. CAP. (GAL.) 20000 TOTAL COVER INCLUDING SOIL & TYPE (SINGLE WALL=1 DW=3) 3 TOP SLAB (FT) S.OQ DRY=1; WET=2 2 TOP SLAB THICKNESS (IN) 8.00 NOM. TANK DIA. (FT.) 10 TOP SLAB LENGTH (FT) 39.73 TOP SLAB WIDTH (FT) I2.00 PROD. STORED (GAL) 0 DEADMEN LNG (FT) 36.00 SPEC. GRAM. USED I.00 DEADMAN WID (IN) 14.00 DEADMAN THK (IN) 14.00 SAFETY FACTOR # OF 48" DIAMETER SUMPS 2 DOWN FORCE/UP FORCE = 1.43 :1 TOTAL WEIGHTS DOWN FORCES CONCRETE WEIGHT 36593.33 LBS. BACKFILL WEIGHT 205141.18 LBS. TANK WEIGHT 11300,00 LBS. PRODUCT WEIGHT 0,00 LBS. TOTAL DOWN FORCE----- 253034.51 LBS. UP FORCES TANK DISP, FORCE 177408.63 LBS. TOTAL UP FORCE----- 17740&63 LBS. WORKSHEET TANK DATA SHELL DIAMETER--------- 10,00 FT. « ACTUAL CAP (GAL) 19782.00 SHELL LENGTH----------- 27.73 FT. * TANK WT. (LBS.) 11300.00 DOME PROJECTION-------- 5.00 FT. * O.A,L. (FT.) 37,73 MID POINT HEIGHT----------- 9.33 FT. * NUMBER OF RIBS 22.00 COLUMN HEIGHT----------- 14.33 FT, RIB VOLUME------------------- 2631.00 CU. IN. DOME A. (SQ FT) 78.54 DOME VOL. (CU FT) 523.60 REINFORCED CONCRETE VOLUMES (CU FT.) TOP SLAB---- ---- --- 317.83 DEADMEN 9&00 FORCE = VOL. X 88 LBS/CF 27969.33 FORCE (LBS) = VOL. X 88 LBS/CF 8624.00 TOP SLAB & DEADMEN FORCE 36593.33 LBS, BACKFILL VOLUMES (CU. FTC OVER TANK SHELL-------- 1390.23 MEN 1204.00 OVER TANK DOMES---- 471.24 �t J. GE 353.56 TOTAL WET VOLUME 3419.02 FORCE = VOL. X 60 LBSlCFQH 4 BS. BUOYANCY !� c SHELL VOLUME-------------- DOME VOLUME-------------- 2286.76 CUBIC FT. �•-� `- 523.60 CUBIC FT. i I ct: No. 53.E j RIB VOLUME----------------- TOTAL VOLUME 33.50 CUBIC FT. L, 2843.85 CUBIC FT. VOL X 7.48 GAUCU.FT. 21272.02 GALLONS FORCE I' = GAL X 8.34 (LBS./GAL.) � �:,_ .._ }� LBS. 10'-4" 0 10'-0" 0. ERXESDEADMAN BURIAL An Energy WATER AT GRADE a zet company TANK DATA INSTALLATION NOM. CAP. (GAL.) 20000 { 12k x 8k) TOTAL COVER INCLUDING SOIL & 5.00 TYPE (SINGLEWALL=i;DW=3) 3 TOP SLAB (FT) DRY=1; WET=2 2 TOP SLAB THICKNESS (IN) 8.00 i NOM. TANK DIA. (FT.) 10 TOP SLAB LENGTH (FT) 39.77 *********«««**««»«»*»«**«**»»««»»»»«»*»»»»»»»*»«« TOP SLAB WiDTH (FT) 12.00 PROD. STORED (GAL) 0 DEADMEN LNG (FT) 36.00 SPEC. GRAV. USED 1.00 DEADMAN WID (IN) 14.00 DEADMAN THK (IN) 14.00 SAFETY FACTOR # OF 48" DIAMETER SUMPS 4 DOWN FORCE1UP FORCE = 1.35 :1 TOTAL WEIGHTS DOWN F ORCES CONCRETE WEIGHT 36622.67 LBS. BACKFILL WEIGHT 198741.82 LBS. TANK WEIGHT 12700.00 LBS. PRODUCT WEIGHT 0.00 LBS. TOTAL DOWN FORCE--- 248WA9 LBS. UP FORCES TANK DISP. FORCE 184406.84 LBS. TOTAL UP FORCE---- 184406.94 LBS. WORKSHEET TANK DATA SHELL DIAMETER------------ 10,00 FT. * ACTUAL CAP (GAL) 19806.00 SHELL LENGTH------------- 27.77 FT. * TANK WT. (LBS.) 12700.00 DOME PROJECTION-----—- 5.00 FT. O.A L. (FT,) 3T77 MID POINT HEIGHT-------- 9.33 FT. ' NUMBER OF RIBS 22.00 COLUMN HEIGHT------------- 14.33 FT. RIB VOLUME------------------- 2631.00 CU. IN. DOME A. (SQ FT) 78.54 DOME VOL. (CU FT) 523.60 REINFORCED CONCRETE VOLUMES (CU. FT.) TOP SLAB------------------- 318,17 DEADMEN 98.00 FORCE = VOL. X 88 LBS/CF 27998.67 FORCE (LBS) = VOL. X 88 LBS/CF 8624.00 TOP SLAB & DEADMEN FORCE 36622,67 LBS. BACKFILL VOLUMES (CU. FT.1 OVER TANK SHELL---------- 1283.57 OVER DEADMEN 1204.00 OVER TANK DOMES------ 471.24 END WEDGE 353.56 TOTAL WET VOLUME 3312.36 -" FORCE = VOL. X 60 LBS/CF �1 "S( LBS. t .82 <•O SHELL VOLUME---------- BUOYANCY 2398.94 CUBIC FT. �4 zc, DOME VOLUME------------- 523.60 CUBIC FT. u� RIB VOLUME------------------- 33.50 CUBIC FT. 11 c a� TOTAL VOLUME 2956.03 CUBIC FT. VOL X 7.48 GAUCU.FT. 221 11.13 GALLONS '6354 * �l &Y FORCE = GAL X 8.34 (LBS./GAL.) ! 18 .8 LBS. I I'-8j/, " 14-4/," yr t ..',, 4 _. SPECIFICATIONS IN5TALL TANK HOLD-DONN5 PER TANK MANUFACTURER 5PEGIFIGATION5 3.1 TANK HOLD-DOWNS (Tie -Downs): A. HOLD-DOWN: When specified the hold-down "logs" shall be Installed prior to the bed material. B. Caution - Do not place FRP tanks on concrete slabs, timbers, beams, cradles or grout the tanks in wet cement. The taik, whether tied dorm or not, must never be left on the bed without a backfill to the top of the tank If there is any chance of water, 12" or more above the tank bottom, in the hole. 5.2 TANK HOLD-DOWN INSTALLATION A. GENERAL REQUIREMENTS: Anchor all underground storage tanks wlth concrete hold-downs ("logs" or "deadmen") when specified by Owner Rep. in the Scope of Work. I, Taik bedding, ballasting aid talk hole bmkf III procedure are described in these specifications. 2. The tank anchorage system shown on the drawings Is designed for a maximum level of ground water equal to the subgrade level. 3.3 MATERIALS A. COWRETE NOLD-DOWNS: Precast, reinforced concrete °logs", size as specified by tank manufacturer, Kith chanfered edges. Length, as shown on the drawings, Precut material shall have achieved Its ultimate compressive strength of 2500 psi (25 days) prior to Installation. NOTE: Precast concrete foundation plies which meet or exceed dove specif►cations are acceptable. B. WIRE ROPE GABLE: Hot -dip galvanized steel wire rope, minimum 1/2' diameter, breaking strength, 20.4K. G. HARDWARE: Gable clamps, cable guides, guards, etc., furnished by the tank manufacturer, shall be hot -dip galvanized steel. D. PROTECTIVE COATING: Prior to backfilling tanks, apply a generous quantity of "Asphalt Coating" by brush to ail exposed steel cables, loops and hardware. 3.4 INSTALLATION PROCEDURE: A. Prepare the tank hole to recelve the hold-down 'logs". Install shoring (or side sloping) as necessary. B. Pump the water out of the tank hole. Keep water out of the tank hole until tanks have been set, tied down, ballasted and backfllled. G. Attach each cable around the "log" reserving sufficient cable so that both ends of the cable will be kept at the tap of the tank hole after the "logs' are set. Lower and position the "logs' in the tank hole keeping both ends of the cables at the top of the hole. Install the 12" minimum thick bedding material in tank hole. Smooth and slope per the tank bedding instructions. D. Proceed with setting the tanks by adding ballast as, necessary to sink and keep down the tanks. Use only enough ballast to hold the tanks down until the backfill is even with the top of the tanks. Gautlo n: Ballast level in tank must never exceed water (or backfi10 level in tank hole during installation. E. Install the cable guards, guides, etc, furnished by the tank manufacturer on the designated ribs of the tank. (Note= "Designated Ribs" are marked by arrows on the tank surface) Caution: Do not place straps or cables between the ribs of the tank. F. Attach each set of cables (a set of cables are those wrapping around the matching or opposite "logs" through the gulden as shown on the drawing. 1. One end of each cable is to be, crossed over the top of the tank in the retainer portion of the hold-down strap. Using three cable clasps on each set of cables, clamp both cables together on top of the tank. Prior to tightening the clamps, tension the cables with "come -a -lore secured outside the the tank hole. Use enough tension to tighten the cables but not to lift the "logs" or crush the tank. Caution: All sets of cables on a tank must be tightened equally to avoid tank deformation. 2. The cable must rest on the top of the hold-down strap between the guides provided. repeat this process for each set of tie -down cables. 3. After all tie -downs are completed, commence the bockfill procedures to the top of the tanks. NOTES I. PICK-UP POINTS FOR LOGS SHALL BE THE OUTER LOOPS. 2. VERIFY LOCATION OF TANK HOLD-DOWN STRAPS KITH TANK MANUFACTURER BEFORE FABRICATION OF HOLD-DOWN LOGS. 3,-0° MIN. M X NON-GORR051VE OR COATED STEEL HOLD DOWN 5TRAP PER TANK MANUFACTURER REQUIREMENT5 (TYP) 4 STORAGE TANK 12" BED DEADMEN HOLD-DOAN PER DEADMEN MANUFACTURER REQUIREMENTS OYP) c10`Xi MIN. AND 45% MAX. RELATIVE COMPACTION 2'^O" MIN- 'I" MIN . 11 .5" AX REVI VVtu BU DG DC PARTMEN T This plan check shall not be construed to be a permit For, or and approval of any violation of the provisions of Buriingame Building Codes APPROVAL PENDING FINAL FIELD II.4SPECTIDOATE_ ,- REVIEWED BY----- I Till V4 rakiE¢aEd M I ,arch itect5, inc. A R G H I T E G T U R E PLANNING MANAGEMENT D E 5 1 G N 2221 OLYMPIG BLVD., SITE 100 WALNUT GREEK, GA a45g5 Q25-287-1174 Tel a25-6145-1581 Fax G25-878-g875 Gell muthana@mlarchitect.com vvvvw.mlarch itect.com r,--"627 = ,k .6130/201q ``' ENEWAL 155LIED FOR CONSTRUCTION 05-08-11 ISSUED FOR PLAN CHECK ISSUED FOR PLANNING No. DATE DE56RIPTION AS 06-16-11 REVISED PER PLANCkEGK 612440M 0 A A A TANK HOLD-DOWN IN5TRUGTION5 4 TANK HOLD-DOWN DRAHN65 PRG,IEGT #: i6-5083 DRAWN:.JM CHECKED: MN SCALE: AS NOTED DATE: 04-04-11 1=05 ao � D.w., FIBERGLASS STORn6E TANK HOLD-DOWN (.20 000 GALLON TANK) D.W., FISER6LA55 STORAGE TANK NOLD-DOWN (20,000 GALLON, 12K x bK SPLIT) TANK DO 1 HOLD-DOWN LO& LOCATIONS SHEET M