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HomeMy WebLinkAbout10.9-127sIL aion I �mh •ALVA 'IJ111,11will, CHISLED 'O "' AT SEXIER STRUCTURE, 2000' NORTH OF PLANZ AND 94' EAST OF CENTERLINE OF MOUNT VERNON. EL E V- = J91.28 (J91.15 CITY DATUM) PLANZ ROAD, WEST OF MT VERNON AVENUE N89*51"2,3"W PER SURVEY INV &° PERPE TUA TION MAP 7— 11 BK- 6, PG. 88 C.O.B. SUBDIVISION & ENGINEERING DESIGN MANUAL STATE STANDARDS CAL TRANS STANDARD SPECI FI CA TI CIV S -- 200 6 EASEMENT — — RIGH T— OF— WA Y — CENTERLINE RAILROAD TRACKS x CHAIN LINK FENCE EXIST CURB & GU TIER _______________ EXIST. A.C. FLOWLINE //f ___ I/1 --- /// — EXIST: EDGE OF PAI/E DVT n n n n n n GUARD RAIL IMPRO VEMEN TS 1111711 1111& W EXIST WATER LINE S EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LINES POEWER LINE TV EXIS T UNDERGROUND T EXI S T UNDERGROUND TV CABLES I PHONE UNE Am A 171 t ,: x a OF „ i Cr NO TE. - THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES. - NO TE. - THE CCN TRA C TOR SHALL CONTACT THE USA LOCATOR SER SII CE 1-800-642-2444., 48 HOURS PRIOR TC EXCA VA TION. T VERNON AVENUE -- 410" EAST PLANZ ROAD — I90' MA F. H. MANHOLE FIRE H YDRA N T TYPE A CA TCI- ' BASIN 3 EA. CHRISTY CATCH BASIN 2 EA. APPROVED Y. P.P. W.M. OUTLET STRUCTURE 3 EA. P O ER POLE ® WATER l VI E TER STORM DRAIN MANHOLE I EA. 18'" STORM DRAIN 245 L. F. EXISTING MONUMENT N.V. WATER VALVE 12"" S TORM DRAIN 50 L. F. PUBLIC WORKS DIRECTOR DATE GRADING 4, 500 C. Y `" CURB AND GUTTER 890 L. F. APPROVAL RECOMMENDED BY: EU TUBE MONUMENT G.M. 19 GA 5 ISE TER REDWOOD HEADER 190 L. F. 12 WIDE CROSS GUTTER 960 S. F S.L. G.V. CONCRETE SUMP CONTAINMENT PAD 550 S. Fs STREET LIGHT GAS VAL 1/EE " DECOMPOSED GRANITE 7,200 S. F. ASSISTANT PUBLIC WORKS DIRECTOR DATE SUMP FENCE W1 TH CONCRETE CURB 495 S. F. BOLLARDS 90 EA.����1�ss����� S TREE T LIGHT �Y,r`MA S T ARM BENCHMARK FIE H YDRAN T A SSE BL Y 2 EA. �`` �0 8 DOUBLE DE TEC TOR CHECK VALVE I EA. NO, 25371 r*� 111 CIVIL ENGINEEy IV - BEST N ENGINEERING DATE G O 12" GATE VALE 4 EA. � Exp, .. �� - � M.. . e CLEAN OUT A U TO SCOPE BL O -. OFF I EA. �,�', xc,�° CL 150 C" 00 P C WA' 4950 L. Fm rF or CA�.TF , PRE-EMPTION DEICE ^2' '" TER 4,.J i/ L�. L./ t� c.F lJ t..% P C A d EP \ 1,../ is e FLEET SUPERINTENQEN ' DATE FRAYMUNDO FILENAME: G 1 OOreV4 CITY OF BAKERSFIELD ENGINEERING PROJECT NO,: 4 03-14-08 ISSUED FOR BIDS RvvA� WALNUT CREEK, CALIF, 94598 DATE DRAWN: COVER SIS 12-06-06 03-30-07 ISSUED FOR 00 DESIGN KS LNGACNG FUELING FACILITY 2 03-07-07 ISSUE® FOR .PERMITS FOR KS THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY OF RAYMUNDO ENGINEERING CO,, INC., THIS INFOR TION MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, DRAWN BY: A�ER�FIEL�CALIFORNIA n 1 01-12-07 ISSUED p FOR 65oy PROGRESS SUBMITTAL ISS WRITTEN CRI.,_ PERMISSIOi�FACIMILECOF®RAYOMUNDO0ENGINEERINGWITHOUTECO., NCCHECKED BY: SOLE: DRAWING NO.: REV'.: REFERENCE DRAWINGS: REV: DATE: REVISION DESCRIPTION: DRAWN BY CHECKED APPROVED APPROVED BY BY BY CRL G100 1:20 4 10.9-127 G100 4 COVER SHEET G101 4 GENERAL NOTES G102 6 EXISTING SITE — PLAN G103 4 EQUIPMENT — ARRANGEMENT G104 4 SAFETY — EQUIPMENT G105 4 EQUIPMENT — ELEVATIONS G106 4 EQUIPMENT — ELEVATIONS C107 4 SIGN -- REQUIREMENTS C 100 4 FOUNDATION - PLAN C 101 4 FOUNDATION - SECTIONS & DETAILS C102 4 FOUNDATION - SECTIONS & DETAILS C103 4 FOUNDATION -- SECTIONS & DETAILS C104 4 FOUNDATION - SECTIONS & DETAILS C105 3 FOUNDATION - DETAILS D100 4 DEMOLITION -- PLAN P 100 4 SIMPLIFIED - FLOW DIAGRAM P101 4 PIPING - PLAN P102 4 PIPING — SECTIONS & DETAILS P103 3 PIPING — SECTIONS & DETAILS P104 4 PIPING — BILL OF MATERIALS E100 4 ELECTRICAL LEGEND, ABBREVIATIONS, NOTES & INDEX E101 4 SINGLE LINE DIAGRAM, SWBD MSB & MCC -A ELEVATION E102 4 HAZARDOUS AREA CLASSIFICATION PLAN E103 4 HAZARDOUS AREA CLASSIFICATION -- ELEVATIONS E104 4 POWER & INSTRUMENTATION CONDUIT PLAN E105 4 LIGHTING PLAN E106 4 GROUNDING PLAN E107 4 SAFETY SYSTEMS GAS & FIRE DETECTION & E ERG. SHUTDOWN SYS. PLAN E108 4 SAFETY SYSTEMS FIRE DETECTION SCHEMATIC E109 4 SAFETY SYSTEMS GAS DETECTION SHE ATIC E110 4 ALARM & CONTROL PANEL DETAILS E111 4 CONDUIT SCHEDULES SHEET 1 E112 4 CONDUIT SCHEDULES SHEET 2 E113 4 ELECTRICAL DETAILS DRAWING N0. REV NO. TITLE Cl 10 E GRADING - PLAN WORK SHALL INCLUDE ALL LABOR, SUPERVISION, TOOLS, MATERIALS, EQUIPMENT, AND PERFORMING ALL WORK C 111 E GRADING - DETAIL A.PROVIDE ONE 15,000 GALLON VERTICAL LNG STORAGE TANK. Cl 12 E HORIZONTAL CONTROL PLAN C200 E STREET IMPROVEMENT PLANS C201 E STREET IMPROVEMENT PLANS C300 E WATER -- PLAN C301 E WATER — PLAN MANUFACTURER AND MODEL AS SUPPLIED FOR THE BASE CASE. WORK SMALL INCLUDE CONCRETE PADS, C401 E SHOULDER PAVING -- PLANS C402 E SHOULDER PAVING -- PLANS C403 E SHOULDER PAVING -- SECTIONS CONTACTS: PROJECT MANAGER: PROJECT ENGINEER RALPH BRABOY PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 PHONE: (661 ) 326-3507 FAX: (661) 852--212.0 EMAIL: rbrab©y@ci.bakersfiefid.Ca.us A REFERENCE DRAWINGS: RAYMUNDO ENGINEERING JIM DONG 488 N.WIGET LANE WALNUT CREEK, CA 94598 PHONE: * 988-8678 (925) 988-0174 !'A •, NOTICE CONTRACTOR SHALL ORGANIZE AND PERFORM WORK SO THAT EXISTING FACILITIES IN VICINITY OF PROJECT SITE REMAIN IN OPERATION DURING CONSTRUCTION. SPECIAL INSPECTION INSTALLATION OF CONCRETE AND ANCHOR BOLTS W CONCRETE ARE SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH CHAPTER 17 OF THE CBC. SPECIAL INSPECTION REPORT SHALL BE SUBMITTED TO THE LOCAL BUILDING DEPT. THIS FACILITY SHALL CONFORM TO THE FOLLOWING CODES, STANDARDS & SPECIFICATIONS: NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 5 CALIFORNIA BUILDING CODE CALFORNIA FIRE CODE CALIFORNIA ELECTRICAL CODE CALIFORNIA MECHANICAL CODE CALIFORNIA PLUMBING CODE PROJECT SPECIFICATIONS CANT A S STANDARD SPECIFICATIONS OPTION O. 1 - SHOULDER PAVING NO. 1 WORK SHALL INCLUDE ALL LABOR, SUPERVISION, TOOLS, MATERIALS, EQUIPMENT, AND PERFORMING ALL WORK NECESSARY TO FURNISH AND INSTALL SHOULDER PAVING PER SECTIONS "All AND "D93, SHEET C-403, PER - SHOULDER PAVING TABLE SHEET C-403. . OPTION NO. 2 - SHOULDER PAVING NO. 2 WORK SHALL INCLUDE ALL LABOR, SUPERVISION, TOOLS, MATERIALS, EQUIPMENT, AND PERFORMING ALL WORK NECESSARY TO FURNISH AND INSTALL SHOULDER LAVING PER SECTIONS "B" AND 12D", SHEET C-403 PER SHOULDER PAVING TABLE SHEET C-4.03. 1. THE CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERABLE LNG/LCNG FUELING STATION LOCATED ACROSS FROM THE GREENOBAKERSFIELD, CA ,IN THE FOLLOWING SCOPEOF WORK AND ATTACHED DRAWING AND SPECIFICATION PACKAGE INCLUDINGALL SITE 2. THE ATTACHED DRAWINGS AND SPECIFICATIONS SHOW A NON-PROPRIETARY DESIGNBASIS FOR THE NEW LNG/LCNG FUELING STATION. THE CONTRACTOR SHALL PROVIDE A PROPRIETARY STATION NON-PROPRIETARY DESIGN. THE CONTRACTOR x PROPRIETARY EQUIPMENT AND CONTROL SYSTEMS SUBJECT CONTRACTOR SHALL SUBMIT STATION",R THE PROPRIETARY FUELING STATION DESIGN FOR CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR'S DESIGN ENGINEER SHALL BE THE ENGINEER OF RECORD FOR THE PROPRIETARY FUELING STATION DESIGN. 3. THE SITE DEVELOPMENT WORK PERFORMED BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING ITEMS: A. DEMOLITION AND REMOVAL OF EXISTING PAVING, FENCING, AND TREES ETC. AS SHOWN ON THE DRAWINGS. B. PERFORM GRADING AND PROVIDE DRAINAGE SYSTEM IN ACCORDANCE WITH THE DRAWINGS. C. PROVIDE SITE PERIMETER FENCING INCLUDING GATES AND AUTOMATIC OPERATORS AS SHOWN ON THE DRAWINGS. D. PROVIDE SITE PAVING AS SHOWN ON THE DRAWINGS. E. EXTENSION OF A NATER LINE ALONG MT VERNON AVENUE TO THE SITE AS SHOWN ON THE DRAWINGS. F. PROVIDE ALL SIGNAGE AS SHOWN ON THE DRAWINGS. G. DRAINAGE SUMP AS SHOWN ON THE DRAWINGS. 4. THE CIVIL STRUCTURAL WORK PERFORMED BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING ITEMS: A. ALL EXCAVATION AND DEMOLITION SHOWN ON THE DRAWINGS INCLUDING THAT REQUIRED FOR FOUNDATION CONSTRUCTION, ELECTRICAL CONDUITS, AND PIPING/TUBING. B. CONSTRUCTION OF THE FUELING STATION CONTAINMENT AREA INCLUDING THE EMBEDDED ANCHORS FOR THE LNG STORAGE TANK. C. CONSTRUCTION OF THE CONCRETE PADS FOR ALL EQUIPMENT INCLUDING LIGHT POLE PEDESTALS AS SHOWN ON THE DRAWINGS. D. CONSTRUCTION OF THE STEEL PIPE BOLLARDS AS SHOWN ON THE DRAWINGS. . OPTION O. 3 - SHOULDER PAVING NO. 3 5. THE MECHANICAL WORK PERFORMED BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED WORK SHALL INCLUDE ALL LABOR, SUPERVISION, TOOLS, MATERIALS, EQUIPMENT, AND PERFORMING ALL WORK TO,THE FOLLOWING ITEMS: NECESSARY TO FURNISH AND INSTALL SHOULDER PAVING PER SECTIONS "C" AND "D", SHEET C-� 03 PER A.PROVIDE ONE 15,000 GALLON VERTICAL LNG STORAGE TANK. SHOULDER PAVING TABLE SHEET C--403. B. PROVIDE ONE STORAGE ASSEMBLY WITH THREE ASME-RATED PRESSURE VESSELS SUITABLE FOR SEISMIC ZONE 4. 4. OPTION O. 4 - ADDITIONAL CNG DISPENSERS C. PROVIDE ONE SUBMERGED LNG PUMP ASSEMBLY WITH ASME-RATED VESSEL, ONE WORK SHALL INCLUDE ALL LABOR, SUPERVISION, TOOLS, MATERIALS, EQUIPMENT, AND PERFORMING ALL WORK SATURATION VAPORIZER, AND ONE LNG DISPENSER. NECESSARY TO FURNISH AND INSTALL TWO CNG FST—FILL DISPENSERS AND ONE FUEL MANAGEMENT TERMINAL D. PROVIDE ONE LCNG PUMP ASSEMBLY, ONE LCNG VAPORIZER, AND ONE CNG DISPENSER DENOTED AS FUTURE ON THE SITE PLAN. DISPENSERS AND FUEL MANAGEMENT TERMINAL SHALL BE THE SAME E. PROVIDE ODORANT AND OIL INJECTION SYSTEMS. MANUFACTURER AND MODEL AS SUPPLIED FOR THE BASE CASE. WORK SMALL INCLUDE CONCRETE PADS, F. PROVIDE ONE DUPLEX COMPRESSED AIR SYSTEM INCLUDING DRYER AND FILTER AND ONE PNEUMATICALLY OPERATED SUMP PUMP WITH FLOAT AND LO' TEMPERATURE SWITCHES. G. 4---- ANCHORING, TU I G FITTI G, CONDUITS/FITTINGS/BOXES/CONDUCTORS, A D TESTI OTE 4—INCH PVC SLEEVE G. PROVIDE INTERCONNECTING PIPING, TUBING, VALVES, AND FITTINGS INCLUDING CRYOGENIC UNDER THE DRIVEWAY SHALL BE INSTALLED BY CONTRACTOR AS FART OF THE BASE ID. PIPING AS REQUIRED FOR A COMPLETELY OPERABLE FACILITY. PIPING SHALL BE SUPPORTED AS REQUIRED TO PREVENT SAGGING AND TO ALLOW FOR MOVEMENT WITHOUT EXCESSIVE 5. OPTION NO. 5 - ADDITIONAL LNG DISPENSERS STRESS. TUBING SHALL BE SUPPORTED AND PROTECTED FROM VEHICLE AND FOOT TRAFFIC. WORK SHALL INCLUDE ALL LABOR, SUPERVISION, TOOLS, MATERIALS, EQUIPMENT, AND PERFORMING ALL WORK H. ALL MATERIALS, WELDING, TESTING, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH NECESSARY TO FURNISH AND INSTALL TWO LNG DISPENSERS AND ONE FUEL MANAGEMENT TERMINAL DENOTED AS PROJECT SPECIFICATIONS AND ALL CODES AND REGULATIONS. FUTURE ON THE SITE PLAN. DISPENSERS AND FUEL MANAGEMENT TERMINAL SMALL BE THE SAME MANUFACTURER AND MODEL AS SUPPLIED FOR THE BASE CASE. WORK SHALL INCLUDE CONCRETE PADS, ANCHORING, 6. THE ELECTRICAL WORK PERFORMED BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED PIPING/FITTINGS, CONDUITS/FITTINGS/BOXES/CONDUCTORS, AND TESTING. NOTE PIPE TRENCH WITH TRAFFIC RATED TO, THE FOLLOWING ITEMS: A. PROVIDE 480/277 VAC 400A MAIN SWITCH BOAR D/M OTOR CONTROL CENTER AND ELECTRICAL COVER CROSSING THE DRIVEWAY SHALL BE INSTALLED BY CONTRACTOR AS FART OF THE BASE BID. SERVICE FROM PG&E TRANSFORMER. PROVIDE PRIMARY CONDUITS BETWEEN TRANSFORMER AND DESIGNATED PG&E RISER POLE, INCLUDING PRIMARY PULL BOXES AS REQUIRED BY 6. OPTION O. 6 - ADDITIONAL LNG FUELING EQUIPMENT T PG&E. PROVIDE SECONDARY SERVICE CONDUITS BETWEEN PG&E TRANSFORMER AND MAIN WORK SMALL INCLUDE ALL LABOR, SUPERVISION, TOOLS, MATERIALS, EQUIPMENT, AND PERFORMING ALL WORK SERVICE SWITCHBOARD/MOTOR CONTROL CENTER IN ACCORDANCE WITH PG&E STANDARDS. NECESSARY TO FURNISH AND INSTALL ONE LNG BOOST PUMP, LCNG RECIPROCAT G PUMP, AND LCNG VAPORIZER CONTRACTOR SHALL COORDINATE TRANSFORMER INSTALLATION AND ALL SERVICE DENOTED AS FUTURE ON THE SITE PLAN. PUMPS AND VAPORIZER SHALL BE THE SAME MANUFACTURER AND REQUIREMENTS WITH PG&E, INCLUDING SUBMISSION OF APPLICATION FOR ELECTRIC SERVICE. MODEL AS SUPPLIED FOR THE BASE CASE. WORK SMALL. INCLUDE ANCHORING, TUBING/FITTINGS, B. PROVIDE ALL CONTROL PANELS INCLUDING STEP --DOWN TRANSFORMER, VENTILATION, AND CON DUITS/FITTI CS/BOXES/CONDUCTORS, AND TESTING. COOLING AS REQUIRED. C. PROVIDE TWO DEDICATED TELEPHONE CIRCUITS TO THE STATION ALARM DIALOUT PANEL, ONE TELEPHONE CIRCUIT TO THE STATION CONTROL PANEL, AND ONE TELEPHONE CIRCUIT TO 7. OPTION O. 7 ADDITIONAL CG FUELING EQUIPMENT EACH FUEL MANAGEMENT PEDESTAL. WORK SHALL INCLUDE ALL LABOR, SUPERVISION, TOOLS, MATERIALS, EQUIPMENT, AND PERFORMING ALL WORK D. PROVIDE ALL INTERCONNECTING CONDUCTORS, CONDUITS, FITTINGS, PULL BOXES, AND NECESSARY TO FURNISH AND INSTALL ONE CNG STORAGE ASSEMBLY CONSISTING OF THREE PRESSURE VESSELS SUPPORTS REQUIRED TO PROVIDE A COMPLETE ELECTRICAL INSTALLATION. DENOTED AS FUTURE ON THE SITE PLAN. STORAGE ASSEMBLY SHALL BE THE SAME MANUFACTURER AND MODEL E. PROVIDE POLE MOUNTED LIGHTING FIXTURES INCLUDING PHOTOCELL AS SHOWN ON THE AS SUPPLIED FOR THE BASE CASE. WORK SHALL INCLUDE ANCHORING, TUBING/FITTINGS, AND TESTING. DRAWINGS. F. PROVIDE A GROUND GRID AROUND THE FUELING STATION AREA WITH BONDING CONNECTIONS . OPTION O. 8 -- VEHICULAR CATE AUTOMATION TO STATION EQUIPMENT AS SHOWN ON THE DRAWINGS. WORK SHALL INCLUDE ALL LABOR, SUPERVISION, TOOLS, MATERIALS, EQUIPMENT, AND PERFORMING ALL WORK G. PROVIDE FLAME AND GAS DETECTOR SYSTEM, EMERGENCY STATION SHUTDOWN PUSHBUTTONS, NECESSARY TO FURNISH AND INSTALL THREE SLIDING GATE OPERATORS, ONE KEY PAD TERMINAL, CONTROL LOOPS ALARM HORN/STROBES, AND SIGNAGE AS SHOWN ON THE DRAWINGS. H. PROVIDE FUEL MANAGEMENT SYSTEM AS SHOWN ON THE DRAWINGS. TO CLOSE EXIT GATES, AND PHOTO --EYE/ SAFETY EDGE SYSTEMS FOR GATES. EQUIPMENT SHALL BE FURNISHED BY THE MANUFACTURER OF THE SLIDING GATES IN THE BASE CASE. WORK SHALL INCLUDE CONCRETE FADS, 7. PERFORM ALL FACILITY TESTING AND COMMISSIONING. CONTRACTOR SHALL PROVIDE ALL LNG REQUIRED ANCHORING, ELECTRICAL CONDUCTORS, AND TESTING. NOTE SLIDING GATES INCLUDING CON DIITS/FITTINGS/BOX ES FOR TESTING AND COMMISSIONING. FOR GATE OPERATORS AND OTHER GATE RELATED SYSTEMS SHALL BE PROVIDED BY CONTRACTOR AS PART OF THE BASE BID. 8. PROVIDE A HAZARDOUS MATERIALS MANAGEMENT PLAN IN ACCORDANCE WITH ARTICLE 80 OF THE CALIFORNIA FIRE CODE INCLUDING A RISK ASSESSMENT PLAN IN ACCORDANCE WITH APPLICABLE 9. OPTION O. 9 — ADDITIONAL ASPHALTIC CONCRETE PAVING EPA REQUIREMENTS FOR THE LNG/LONG FUELING STATION. WORK SHALL INCLUDE ALL LABOR, SUPERVISION, TOOLS, MATERIALS, EQUIPMENT, AND PERFORMING ALL WORK NECESSARY TO FURNISH AND INSTALL ASPHALTIC CONCRETE PAVING DENOTED AS FUTURE ON THE: GRADING PLAN, 10.9-127 SHEET C--1 10. FILENAME: Gl 01 rev4 CITY OF BAKERSFIELD tSSj 3U �= 5TENGINEERING PROJECT NO.: COMPANY, INC. GENERAL NOTES 4 03-14--0 ISSUED FOR BIDS LDC CRL WALNUT CREEK, CALIF. 94598 DATE DRAWN: Spry iw+ (��] �'jj-79 NO, 253 # i 4 ' 3 03-30-07 ISSUED FOR 100 DESIGN S 12-06-06 LNG/LCNG FUELING FACILITY THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY: 2 3-07-07 ISSUED FOR PERMITS KS OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION KS BAKERSFIELD, CALIFORNIA MAY NOT RE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, OF CALII p FACIMILE ETC.) OR DIVULGED WITHOUT THE WRITTEN 1 01-12-07 ISSUED FOR 65%" ROGRESS SUB TTAL KS CRL PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY. SCAT -E. DRAWING NO.: PROGRESS REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED APPROVEDIAPPROVED BY BY BY BY C R L G101 REV.. 4 10.9-127 (N) LNG STORAGE TANK {N) LCNG VAPORIZER r, k,. } (N) LONG PUMP 1 Li Li L-N K I "'G SECTIUIN A C103EQUIPMTENAREA 3/16"-1,_ $l �G`105 (N) CNG DISPENSER N) LIGHT POLE BOLLARD BOLLARD (N) FUEL MANAGEMENT SYSTEM z CURB CURB 0 A4a a Q a NO, 25371 FUELASECTION G103 CNG DISPENSERS AND MANAGEMENT SYSTEM �CAI-lif � 3/8>)= J )_0l, G101 FILENAME: FZAYMUNDO G 1 05 rev4 CITY OF BAKERSFIELD ENGINEERING PROJECT NO.: INC. WALNUT GREEK, 4598 EQUIPMENT — ELEVATIONS 4 03-14-08 ISSUED FOR IDS S CRS CALIF.. DATE DRAWN: 12-0�-0� 0-30- ISSUED FOR 100% DESIGN LNG/ECC FUELING FACILITY �} THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY: 2 03-07-07 ISSUED FOR PERMITS OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMKnON KS � � � j � I � � � CALIFORNIA MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, 01--1 -07 ISSUED FOR 5 PROGRESS SUBMITTAL ISS RL PERMISSION OF°RA°MUNDO ENGINEERING CO WRITTENHE ISCALE: DRAWING NO.: Rte.: .CHECKED 8Y: DRAWING NO.: REFERENCE DRAWINGS: REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED PROVED APPROVED C R L. AS SHOWN 4 BY BY BY BY 10.9-127 OTE: STAIRS NOT SHOWN FOR C (N) CNG STORAGE ASSEMBLY (N) CNG DISPENSER } f f E f c jt N) FUEL MANAGEMENT SYSTEM f LNG f `t {3 DISPENSER �, tf (N) BLOCK WALL f 3 f a a - CURS CURD p o f f . ti - • ' t .` - 4. f ,' a 4: f a - 6: s : ® �: 4 .s 'd: f a 4_ . , & ••.,: 4. .4 4. ; ..®.'�' 4 . 4. . 4 ..8. i 4• ♦ 4 ..4: '; 4•" ®, 4 ..�: .4-' 4 ..Q,; ° '. 4•" 4 4 ^.�: •. k•' 4. ..y: ® '. 4•` 4. 4 .,,g: '° 4•` 4. SECTION C G103 CNG STORAGE & DISPENSER SECTION D 1103 LNG DISPENSER & EEL MANAGEMENT SYSTEM 1/2 1 y --U„ G106 1 /2,g 1 �_0 G106 N) LNG PULP ) SATURATION VAPORIZER .... ......... .a ,. , ,.. .... «.. .. „,.,>.. a ... , <,., ., ._.. ,. � ,-. i a.. i i t j t 3 } ' .•fI +.+�. • ' + ^ Paw NO, 53 �< SECTION rE 10 LNG P SATURATION VAPORIZER Or"CAX-V ¢� 1/2 1 p_Gs, G106 FILENAME: RAYMUNDO G 100rev4- CITY OF BAKERSFIELD ENGINEERING PROJECT NO.: WALNUT CREEK, CALIF.4598��s EQUIPMENT -- ELEVATIONS 4- 03-14-08 ISSUED FOR BIDS KS CRL . DATE DRAWN: .03-30-07 ISSUED FOR 100% DESIGN 12-0�-0� S LNG/LCNG FUELING FACILITY THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY: pC� qn c� r� CALIFORNIA {� OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION L3I`i K E R S F I E L � , -' ED FOR PERMITS K MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, K � FACIMILE ETC.) OR DIVULGED WITHOUT THE WRITTEN 1 01-12-07 ISSUED FOR fry PROGRESS SUBMITTAL KS L PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY: SCALE: DRAWING NO.: REV.: DRAWING NO.: REFERENCE DRAWINGS: REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED APPROVED APPROVED 11 AS S N OWN 4. BY BY BY BY 10.9-127 10" O IN CASE OF FIRE ° 01 ° O OR ESCAPING GAS 2 7" 1. USE EMERGENCY SHUTDOWN DEVICE O 6 2. REPORT THE INCIDENT •CALL 911 O FACILITY ADDRESS: CORNER OF MT VERNON AVE & E PLANZ RD, MOUNTING MOUNTING HOLES HOLES SIGN C 4 PLACES o 4 PLACES `V O � O HOSE N0. Lo 1011 RED U A Ri■ SIGN K MOUNTING 28" SIGN L HOLES @ KNOX BOX & 4 PLACES SIGN E EVERY 50' OF PERIMETER FENCING A C rED H B Iii ALL SIGNS SHALL BE PROVIDED BY CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL SUPPORTS, AND OTHER HARDWARE PTO SECURELY MOUNT SIGNS IN LACE. ALL METALLIC MOUNTING HARDWARE SHALL BE GALVANIZED STEEL. FOR POLE/BOLLARD MOUNTING USE STRAPS. FOR WALL EQUIPMENTFOR " ESSURE SENSITIVE VINYL SIGNS WITH ADHESIVE BACKING. REFERENCE DRAWINGS: NOTES: it GENERAL. AL/PSV ISSUED FOR BIDS :'03-30-071', MADE OF 0.08 INCH THICK ALUMINUM AL/PSV ISSUED FOR 100% DESIGN TO BE 3M WEATHERIZED VINYL. BORDERS ISSUED FOR PERMITS QUALITY AND PERFORMANCE. ISSUED R PROGRESSt s f "REVISION DESCRIPTION: NOTES: it (NOTE 6) lO DANGER AUTO START EQUIPMENT JO DANGER NO SMOKING NO OPEN FLAMES OK SEE DETAIL SEE DETAIL OL SEE DETAIL SEE DETAIL NOTES: YES 10"x GENERAL. AL/PSV YES 10"x 7" - SIGNS "A","B", AND "C" SHALL BE MADE OF 0.08 INCH THICK ALUMINUM AL/PSV NO 10 x 10" {SEE EXCEPTION BELOW}. LETTERS TO BE 3M WEATHERIZED VINYL. BORDERS TO BE 1/2" THICK; BACKGROUND = WHITE. SIGN "D" AND OTHER SIGNS QUALITY AND PERFORMANCE. MOUNTED ON DISPENSER ENCLOSURE SHALL BE PRESSURE SENSITIVE VINYL OTHER MANUFACTURERS MAY BE SUBSTITUTED IF APPROVED AS EQUAL BY THE ENGINEER. ' WITH ADHESIVE BACKING. SIGN A (5) THIS LIST OF SIGNS IS NOT NECESSARILY ALL INCLUSIVE OR 100% COMPLETE. CONTRACTOR 1 BLACK SAN SERIF, 1 3/8" HIGH, WITH 3/16" STOKE, ORANGE BACKGROUND �� 2 BLACK SAN SERIF, 9/16" HIGH WITH 1/16y$ STROKE, LEFT JUSTIFIED, WHITE BACKGROUND 3 BLACK SAN SERIF, BOLD, 13/16" HIGH WITH 3/32" STROKE, CENTER JUSTIFIED, WHITE BACKGROUND SIGN B CITY OF BAKERSFIELD 4 RED HELVETICA, 1 5/8" HIGH WITH 3/32$' STOKE, CENTER JUSTIFIED, WHITE BACKGROUND SIGN C L WAL.�luT �FtEEK, CALlF. �.��� DATE DRAWN; 5 RED HELVETICA, 7/8" HIGH WITH 3/32" STROKE, CENTER JUSTIFIED, WHITE BACKGROUND 12-04-06 RED HELVETICA, 9/16" HIGH WITH 1/16" STROKE, WHITE BACKGROUND LNG/LC N G FUELING FACILITY SIGN D THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY: OF MAYNOTDBE REPRODUCEDENGINEERING {B Y PHOTOCOPY, INFORMATION ELECT ELECTRONIC, r� S BA K I_.. R S F I E_ L. v , CALIFORNIA KS L. 7 BLACK HELVETICA, 3" HIGH WITH 1/4" STROKE. DRAWN CHECKED APPROVED APPROVED Q 11= CRL R L. 1 E•� HOSE NUMBERS SHALL BE 1 THROUGH 13, WHITE BACKGROUND BY BY BY BY 8 BLACK HELVETICA, V) HIGH WITH 1/8" STROKE, WHITE BACKGROUND SIGN E 9 BLACK HELVETICA, CENTER JUSTIFIED, WHITE BACKGROUND SIGN SCHEDULE "A" HEADING MESSAGE OSHA SIZE MATL. REF. CAT. (1) (1) GRAPHIC WxH (2) (3) (4) (5) SEE DETAIL SEE DETAIL SEE DETAIL 10" x 7" AL/PSV ------ SEE DETAIL SEE DETAIL SEE DETAIL 10" x 7" AL SEE DETAIL SEE DETAIL SEE DETAIL 10" x 7" AL/PSV SEE DETAIL SEE DETAIL SEE DETAIL 4$1 IDE PSV SETON SEE DETAILS SEE DETAIL SEE DETAIL 28" x 20" AL/PSV DANGER HIGH VOLTAGE YES 14" x 10" PSV SETON M2469 KEEP OUT CAUTION BURIED NO 6" WIDE PET SETON 37236 ELECTRIC LINE BELOW FIRE EXTINGUISHER NO 9"x 12" FG BETON 67998 (NOTE 6) lO DANGER AUTO START EQUIPMENT JO DANGER NO SMOKING NO OPEN FLAMES OK SEE DETAIL SEE DETAIL OL SEE DETAIL SEE DETAIL NOTES: YES 10"x 7" AL/PSV YES 10"x 7" AL/PSV SEE DETAIL 10 x 7" AL/PSV NO 10 x 10" AL/PSV (1) ALL SIGNS SHALL BE IN ACCORDANCE WITH OSHA SPECIFICATIONS 1910.145 AND ANSI SPECIFICATIONS 2535. (2) ALL SIGNS AND MOUNTIG STYLES SHALL BE SUITABLE FOR OUTDOOR USE. SETON9 SETON M2461 (3) MATERIAL CODE. PRESSURE -SENSITIVE VINYL (PSV); ALUMINUM (AL); POLYETHYLENE TAPE (PET); FIBERGLASS (FG) 44-2-09 (4) VENDORS LISTED ARE ONLY FOR ESTABLISHING STANDARDS OF QUALITY AND PERFORMANCE. OTHER MANUFACTURERS MAY BE SUBSTITUTED IF APPROVED AS EQUAL BY THE ENGINEER. ' (5) THIS LIST OF SIGNS IS NOT NECESSARILY ALL INCLUSIVE OR 100% COMPLETE. CONTRACTOR D. 2537 Xp.CAIL - SHALL SUPPLY ALL EQUIPMENT AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM. �� (6) USE PSV TYPE FIRE EXTINGUISHER SIGN SETON M7473 IF MOUNTING ON CURVED SURFACES. (7) SIGNS MOUNTED ON DISPENSERS/EQUIPMENT SHALL BE PSV. FILENAME: G 14%rev4 CITY OF BAKERSFIELD ENGINEERING PROJECT NO.: lilRAYMUNDO COMPANY, L WAL.�luT �FtEEK, CALlF. �.��� DATE DRAWN; S I G Iei R E U I R E E QTS 12-04-06 KS LNG/LC N G FUELING FACILITY KS THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY: OF MAYNOTDBE REPRODUCEDENGINEERING {B Y PHOTOCOPY, INFORMATION ELECT ELECTRONIC, r� S BA K I_.. R S F I E_ L. v , CALIFORNIA KS L. FACIMILE ETC.) OR DIVULGED WITHOUT THE WRITTEN PERMISSION OF RAYNIUNDO ENGINEERING CO., INC CHECKED BY: SCALE: DRAWING NO.: DRAWN CHECKED APPROVED APPROVED Q 11= CRL R L. 1 E•� 1 1- 11 BY BY BY BY / 10.9-127 NOTES.999 - 1 ALL WORKMANSHIP & MATERIAL SHOWN ON THIS DRAWING 51 SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS, 2 & REGULATIONS. A99 4 2. ALLOWABLE SOIL BEARING CAPACITY IS 2,500 PSF BASED 7/8 DIA. ANCHOR BOLT GRD CABLE ON THE GEOTECHNICAL REPORT DATED DECEMBER 1, 2006 13 1/4 EMBEDMENT 18 LG PIGTAIL GROU D GABLE BY NINYO & MOORE. TYP. 4 PER G. SEE 1021 (SEE NOTE 12) 3. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE NOTES 10 & 11 2001 CALIFORNIA BUILDING CODE (CBC) & LATEST AMERICAN 1/2 PVC CONCRETE INSTITUTE ACI STANDARD 318. PIPE SLEEVE . . ... .. .... ....... . SLOPE (VESSEL) VESSEL & 4. CONCRETE SHALL BE POURED ON FIRM UNDISTURBED FOOTINGS 294 CLEAR MATERIAL OR BACKFILL COMPACTED TO 957 OF MAXIMUM 00 If 11 DENSITY. MAXIMUM DENSITY & IN—PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH ASTM D-1556 & -------- 1% SLOPE (VESSEL) ------ VESSEL & IIID -1557, RESPECTIVELY. u U'' u u III FOOTINGS QO 5. EXCAVATION SHALL BE DONE AS NEATLY AS POSSIBLE TO -7 10 1) 1 1 MINIMIZE EARTH REMOVED DO NOT OVER EXCAVATE. 4 AWG GRD INTERMEDIATE #6 C,4 ti 6. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE CABLE 18 9 1 STRENGTH OF 3000 PSI IN 28 DAYS. PERFORM COMPRESSIVE LG PIGTAIL #6s @ 12 -2'-3 -2'-3 M§mSTRENGTH TESTS AS REQUIRED BY OWNER. THE INSTALLATION 0. C. TSB I* 319 IS SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH 18 III IIIIIIIIICHAPTER 17 OF THE CBC. \—#6=@12 O.C. 8)-629 7. CONCRETE COVER FOR FOUNDATION REINFORCING BARS SHALL BE AS FOLLOWS: 3" AT UNDERSIDE OF FOUNDATION 3" AT SIDE OF FOUNDATION CONTACT WITH GROUND 2" AT FORMED SURFACES P L A N 8. REINFORCING BARS SHALL CONFORM TO ASTM 615, GRADE 60. 9. MINIMUM LAP OF REINFORCING STEEL SHALL BE 40 BAR DIAMETER, UNLESS OTHERWISE NOTED. STAGGER SPLICES OF ADJACENT BARS A MINIMUM OF 5 FEET. SECTION rB 10. ANCHORS SHALL BE HVA TYPE ANCHOR, STAINLESS STEEL BY 1/2 I)= i 1 —01) HILTI OR EQUAL. CONTRACTOR SHALL INSTALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. THE INSTALLATION IS SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH ICBG --ES REPORT ER -5369. 11. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZE, PROJECTION, & LOCATION FROM EQUIPMENT SUPPLIER'S CERTIFIED SHOP DRAWINGS. CONTRACTOR SHALL ANCHOR ASSEMBLY PER MANUFACTURER'S INSTRUCTION. 12. CONTRACTOR SHALL BOND THE COPPER GROUND CABLE TO GROUND CONDUCTOR EQUIPMENT, REBAR, & STATION GROUND GRID BY METAL FUSING PER DRAWINGS. GROUND CABLE SHALL BE PROTECTED BONDED TO REBAR. WITH PVC PIPE WHERE IT EMERGES THE FOUNDATION. PVC PIPE (SEE NOTE 12) 3/4" CHAMFER & GROUND CABLE SHOULD BE SECURED PRIOR TO POURING ALL AROUND CONCRETE SO THAT THEY EMERGE PLUMBED. CONTRACTOR SHALL SEAL THE SPACE BETWEEN PVC PIPE & CABLE WITH SILICONE SEALANT TO PREVENT ACCUMULATION OF WATER. -7-11;# 4 d If 11 III III U" uIII III £ III III III III cls COMPACT 1% SLOPE FILL INTERMEDIATE #6 ------------------------- {TYP.} COL. 1 MIN. NON—SHRINK 2k ------ --- - DRAIN GROUT ADJ. HEIGHT . .. ....... FOR SPECIFIED SLOPE NON—SHRINK GROUT f ------ ------ ------ — - — - — - III III #6=912 O.C. . . ...... ... . . . ....... ,6' s 12 Tic TOP AND BOTTOM @ 4'— 6 Q0 ELEVATION rA"N� A 0. 21859 rn P. ivi DETAIL rl,*C100 CNG STORAGE ASSEMBLY SECTION rC or������ 3/89919—D9)clol 1/2 19 1 9—99 FILENAME: RAYMUNDO Cl 01 rev4 CITY OF BAKERSFIELD ENGINEERING PROJECT NO.: .COMPANY, INC. 4 03-14-08 ISSUED FOR BIDS KS CRL ]WALNUT CREEK, CALIF. 94598 DATE DRAWN: FOUNDATION SECTIONS & DETAILS 3 03-30-07 ISSUED FOR 100% DESIGN KS 1 2-04-06 CNG STORAGE ASSEMBLY FUELING FACILITY THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY: LNG/LCNG 2 03-07-07 ISSUED FOR PERMITS KS OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION KS MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, BAKERSFIELD, CALIFORNIA FACIMILE ETC.) OR DIVULGED WITHOUT THE WRITTEN 1 01-12-07 ISSUED FOR 65% PROGRESS SUBMITTAL KS CRL PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY: SCALE: DRAWING NO.: REV.: DRAWING NO.: REFERENCE DRAWINGS: REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED APPROVED APPROVED CRL AS SHOWN c 10 1 4 BY BY BY BY 10.9-127 EQUIPMENT —EQUIPMENT OUTLINE OUTLINE NOTES® -� 1,/2" DIA ANCHOR 4 1 /4" EMBEDMENT P. 4 PER 1. ALL WORKMANSHIP & MATERIAL SHOWN ON THIS DRAWING EQUIPMENT EQUIPMENT SKID SEE NOTES 10 11 SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS, FACIM OUTLINE OUTLINEz & REGULATIONS. x TOP 5 @121 A " q{ 2. ALLOWABLE SOIL SEARING CAPACITY IS 2,500 PSF BASED 0. C. EACHAY ON THE GEOTECHNICAL REPORT DATED DECEMBER 1, 2006 1 /299 DIA ANCHOR 4 1/4 BY NINYO & MOORE. TOP#5's 12" 399 EMBEDMENT TYP. 4 PER „ O.C. EACH AY SKID SEE NOTES 10 & 11 3. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE 399 2001 CALIFORNIA BUILDING CODE {CBC} & LATEST AMERICAN 399 CONCRETE INSTITUTE {ACI} STANDARD 318. 4. CONCRETE SHALL BE POURED ON FIR UNDISTURBED 159_09# MATERIAL OR BACKFILL COMPACTED TO 95% OF MAXIMUM 1190x9 DENSITY. MAXIMUMDENSITY IN—PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH AST D--1550 & P L A N P L A N D-1557, RESPECTIVELY. 5. EXCAVATION SHALL BE DONE AS NEATLY AS POSSIBLE TO MINIMIZE EARTH REMOVED �-- DO NOT OVER EXCAVATE. #5's 12" BOND IRE 3 " CHAMFER 6. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE #5's 129) BOND IRE 3/4 CHAMFER 9J STRENGTH OF 3000 PSI I 2 DAYS. PERFORM COMPRESSIVE rr � O.C. EACH AY 1 LG. PIGTAIL ALL AROUND O.C. EACH WAY 1 LG. PIGTAIL ALL AROUND STRENGTH TESTS AS REQUIRED BY OWNER. THE INSTALLATION 2" CLR. 299 CLR. IS SUBJECT T SPECIAL INSPECTION I ACCORDANCE WITH CHAPTER 17 OF THE CBC. ra r v r r .. .. 1 iJ 9 9 r J • a s r 1_1 7. CONCRETE COVER FOR FOUNDATION REINFORCING BARS SHALL ��II � II---• #9 9 )9 •I1 ����� 93� 9J A FOLLOWS: 3 CLR. 5s 10 3 CLR. BE S O.C. EACH 'AY 5 @10 O.C. 3" AT UNDERSIDE OF FOUNDATION BOTTOMEACH AY 3" AT SIDE OF FOUNDATION CONTACT WITH GROUND 2" AT FORMED SURFACES SECTION Kl'AN� SECTION 2A 8. REINFORCING BARS SHALL CONFORM TO ASTM 615, GRADE 60. 9. MINIMUM LAP OF REINFORCING STEEL SHALL BE 40 BAR DIAMETER, UNLESS OTHERWISE NOTED. STAGGER SPLICES F ADJACENT BARS A MINIMUM OF FEET. DETAILC 100r2%N�cloo #9 9# �- NG PUMP �� #9 # 99 � CNG PUMP ' 10. ANCHORS SHALL BE HVA TYPE ANCHOR STAINLESS STEEL BY ��'� � 1 -0 0102 � =1 -0 CO2 9 HILTI OR EQUAL. CONTRACTOR SHALL INSTALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. THE INSTALLATION IS SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH ICBO—ES REPORT ER-5369. _...O t 1 " DIA ANCHOR 1/4 . _ 1 " I H 4 1 99 11. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZE, PROJECTION, -- %2 DIA ANCHOR /4 EMBEDMENT TYP. 4 PER & LOCATION FROM EQUIPMENT SUPPLIER'S CERTIFIED EQUIPMENT OUTLINE EQUIPMENT OUTLINE SKID SEE NOTES 10 11 EMBEDMENT TYP. 4 PER EQUIPMENT OUTLINE SKID SEE NOTES 10 & 11 SHOP DRAWINGS. CONTRACTOR SHALL ANCHOR ASSEMBLY PER A MANUFACTURER'S INSTRUCTION. 0 4Yw 0 3A 4 12. CONTRACTOR SHALL BOND THE COPPER GROUND CABLE TO EQUIPMENT, REBAR, & STATION GROUND GRID BY METAL FUSING PER DRAWINGS. GROUND CABLE SHALL BE PROTECTED } G TOP#5's 12" x�#4's X12"UITN PVC PIPE THERE IT EMERGES THE FOUNDATION. PVC PIPE A SHOULD B SECURED PRIOR T POURING O.C. EACH AY O.C. EACH WAY GROUND C BLE S UL E S D 0 O OURI G CONCRETE SO THAT THEY EMERGE PLUMBED. CONTRACTOR 398 3'9 SHALL SEAL THE SPACE BETWEEN PVC PIPE & CABLE WITH 3" 399 SILICONE SEALANT TO PREVENT ACCUMULATION OF MATER. 20#_09} 149-059 13. TOP OF PADS ON THIS SHEET SHALL BE AT LEAST 3" ABOVE CONTAINMENT FLOOR. P L A N P L A N #5's 12" BOND IRE 3/4" CHAMFER O.C. EACH WAY 18 LG. PIGTAIL ALL AROUND . 4's 12#> BOND IRE ;3 4- l CHAMFER 2" CLR. O.C. EACH AY 2" CLR. 1 " LG. PIGTAIL ALL AROUND 9 9 4 , lit Ili i.! „. @ g lii-—ii . Al } t ,. .r IIiT3T11"!ii :I i ! 11IITi�i1 -- -�---- #9 991 (--~I !— ,p rf3 CLR,til #8's 12 3 CLR. s 12 O.C. EACH AY O.C. EACH WAY SECTION 3A SECTION : C 21859 Xp,.00� 3� cloosT Ivi � DETAIL cloo OP CAL f 3 � A% r4A LCG VAPORIZERK00G SATURATION 3/899 1 #-0## 0102 3/899 —18_09) 0102 FILENAME: _C 102 rev4 CITY OF BAKERSFIELD f v ENGINEERING PROJECT NO.: COMPANY,INC. WALNUT CREEK, CALIF. 94598 FOUNDATION --- SECTIONS & DETAILS 4 0-1-0 ISSUED FOR BIDS KS CRL DATE DRAv�N: 01-07-07 3 03-30-07 ISSUED FOR 100% DESIGN S LNG f LC G FUELING FACILITY THE INFORMATION HEREON Is CONFIDENTIAL. PROPERTY DRA4YN BY: 2 03-0-07 ISSUED FOR PERMITS KS of RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION KS BAKERSFIELD, CALIFORNIA p �y MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, 01-12-07 ISSUED FOR 6 PROGRESS SUBMITTAL S CRL PERMISSIONILE OF ENGINEERINGR DIVULGED WITHOUT WRITTEN NC SCALE: DRAWING No.: REV.: � CHECKED BY: DRAWING NO.: REFERENCE DRAWINGS: REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED APPROVED APPROVED CRL AS SHOWN C102 4 BY BY BY BY 10.9-127 (N) TANK ANCHOR. ASTM A449OTES THR'D ROD THREAD )1 EACH END) 2B " MIN. EFF. EMB. 30" WITH DBL.:- " 1. ALL WORKMANSHIP &c MATERIAL SHOWN ON THIS DRAWING SMALL COMPLY WITH BTM NUTS & PLATE. GALV. ENTIRE ALL APPLICABLE CODES, STANDARDS, &e REGULATIONS. ASSEMBLY. SP. INSP. REVD, (4) EA LEG, (12) TOTAL 2. ALLOWABLE SOIL BEARING CAPACITY IS 2,500 PSF BASED ON THE GEOTECHNICAL REPORT DATED DECEMBER 1, 2006 BY NINYO &c MOORE. 3. CONCRETE WORD SHALL BE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING CODE (CBC) & LATEST AMERICAN CONCRETE INSTITUTE (ACI) STANDARD 318. 4. CONCRETE SHALL BE POURED ON FIRM UNDISTURBED MATERIAL OR BACKFILL I COMPACTED TO 95% OF MAXIMUM DENSITY. MAXIMUM DENSITY & IN—PLACE + + DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH ASTM D-1556 &c D--1557, RESPECTIVELY. + + 5. EXCAVATION SHALL BE DONE AS NEATLY AS POSSIBLE TO MINIMIZE EARTH I =�, REMOVED -- DO NOT OVER EXCAVATE. In 0 G. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. PERFORM COMPRESSIVE STRENGTH TESTS AS REQUIRED BY OWNER. THE INSTALLATION IS SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH CHAPTER 17 OF THE CBC. 7. CONCRETE COVER FOR FOUNDATION REINFORCING BARS SHALL BE AS FOLLOWS: 00 `� 3" AT UNDERSIDE OF FOUNDATION 990 ANCHOR 3" AT SIDE OF FOUNDATION CONTACT WITH GROUND W/4 X4 P)EMBEDMENT 299 AT FORMED SURFACES (SEE NOTES 10 &c 11 j 8. REINFORCING BARS SHALL CONFORM TO ASTM159 GRADE 60. EQUIPMENT OUTLINE r 9. MINIMUM LAP OF REINFORCING STEEL SHALL BE 40 BAR DIAMETER, UNLESS 42A_ OTHERWISE NOTED. STAGGER SPLICES OF ADJACENT BARS A MINIMUM OF 5 FEET. Y^IA a 9^y 10. CONTRACTOR SMALL VERIFY ANCHOR BOLT SIZE, PROJECTION, &c LOCATION FROM �bd t lL:d EQUIPMENT SUPPLIER'S CERTIFIED SHOP DRAWINGS. CONTRACTOR SMALL ANCHOR Y PERMANUFACTURER'SINSTRUCTION. ._ __. ........ ..- _ ._ .. .w _.._:. ..__ .. v...._µ, _ _ ASS MBL 40T 6" 52- �" 3" „ 5 12" EACH WA 11. CONTRACTOR SHALL BOND THE COPPER GROUND CABLE TO EQUIPMENT, REBAR, 3 159-09� &c STATION GROUND GRID BY METAL FUSING PER DRAWINGS. GROUND CABLE SHALL BE PROTECTED WITH PVC PIPE WHERE ITEMERGES THE FOUNDATION. PVC PIPE & 459-099 GROUND CABLE SHOULD BE SECURED PRIOR TO POURING CONCRETE SO THAT THEY EMERGE PLUMBED. CONTRACTOR SHALL SEAL THE SPACE BETWEEN PVC PIPE & CABLE WITH SILICONE SEALANT TO PREVENT ACCUMULATION OF WATER. P L A N P L A N 3/4" CHA FER -- GALVANIZE ENTIRE ASSEMBLY ALL AROUND 8 (�9" O.C. 1 99 TANK BASE PL. ap .-:•- ---------- 1" THICK GROUT •, II II NOTE: 1. TOP OF PAD SMALL BE 4" ABOVE SURROUNDING GRADE.14 1 2"0 A-449 ROD THREADED 99 99 O 12 " EACH E N D 10 8 O.C. 0 8 O.C. SECTION 2A 99 99 CU GRD CABLE 3/�- CHAMFER 18" LG PIGTAIL ALL AROUND 8 09" O.C. 3/4" CHAMFER 79 (NOTE 2) X12 O.C. ALL AROUND T S h- i. 6"x6"x3/8" PL ASTM A36 a y I I II FINISHED GRADE ED D II II I 11, yv. I ASTM A449 (TYP.) .:. 3 CLEAR SECTION �r 10 8" O.C.#10 8" O.C. -SECTION r2B A Esse ., O. 21859' DETAIL X100 ELECTRICAL SWITCHBOARD AI COMPRESSOR PAD L G ST AGE T�A FAU DATI �T9rF 'OP ����� ��� 1/4 I) 1 9 —099 0103 3/899=1 '-0 )p �zol FILENAME: RAYMUNDO 4 C 1 03rev4 CITY OF BAKERSFIELD ENGINEERING PROJECT NO.: . £ WALNUT CREEK, CALIF.94598 FOUNDATION -- SECTIONS DETAILS 4- 3-1- ISSUED FOR SIDS LDG CRL DATE DRAWN: 12--04—OG 3 03-30-07 ISSUED FOR 100% DESIGN KS LNGACNG FUELING FACILITY #-� �} THE INFORMATION HEREON Is CONFIDENTIAL PROPERTY DRAWN BY: 203-07-07 ISSUED FOR PERMITS KS OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION �� BAK ERS FI ELD, CALIFORNIA 2 �A T----------- -- I MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, �I 01-12-07 ISSUED FOR 65% PROGRESS SUBMITTAL S CRL FAC' is�la o �'RADIVULGED ENGINEERING OUT EcoRlrrNE� SCALE:: DRAWING NO.: REV.: CHECKED BY: DRAWING NO.: REFERENCE DRAWINGS: REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED APPROVED APPROVED CRL AS SHOWN C 103 4. BY BY BY BY 10.9-127 1/21) DIA ANCHOR 4 1/4" EMBEDMENT TYP. 4 1/2 1) DIA ANCHOR 4 1/4 SEE NOTES 10 & 11 NOTES: EMBEDMENT TYP. 4 SEE NOTES 10 & 11 1. ALL WORKMANSHIP & MATERIAL SHOWN ON THIS DRAWING SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS) - � & REGULATIONS. N VARIES 49_09 AX) .__ SEE SITE PLAN] `o 2. ALLOWABLE SOL BEARING CAPACITY S 2,500 PSF BASED 4 @12" O.C. 0 #4 @12" O.C. ON THE GEOTECHNICAL REPORT DATED DECEMBER 1, 2000 BOTH WAYSBOTH WAYS BY NINYO & MOORE. —y 99 9! APPLY )9 WIDE 3 3. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE SAFETY YELLOW FORMED SMOOTH 2001 CALIFORNIA BUILDING CODE (CBC) & LATEST AMERICAN REFLECTIVE TAPE CONC. CAP CONCRETE INSTITUTE (ACI) STANDARD 318. 99 a9 3 3 4. CONCRETE SHALL BE POURED ON FIRM UNDISTURBED TOP OF CURB OR BERM MATERIAL OR BACKFILL COMPACTED TO 95 OF MAXIMUM 8" SCH. 40 GALVANIZED 0 2DENSITY. MAXIMUM DENSITY & IN—PLACE DENSITY SHALL STEEL PIPE FILLED WITH VARIES ..1 BE DETERMINED IN ACCORDANCE WITH ASTM D-1556 & CONCRETE AC PAVING 699 TO 124J D--1557, RESPECTIVELY. OR CONCRETE P L A N P L A N 5. EXCAVATION SHALL BE DONE AS NEATLY AS POSSIBLE TO MINIMIZE EARTH REMOVED ---- DO NOT OVER EXCAVATE. 3/4!9 CHAMFER GRD CABLE ALL AROUND 18LG PIGTAIL 6. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE " STRENGTH OF 3000 PSI IN 28 DAYS. PERFORM COMPRESSIVE �o c� o 4" CHAMFER GRD CABLE STRENGTH TESTS AS REQUIRED BY OWNER. THE INSTALLATION O °�'' 0 ^=111 O =li O O IS SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH 1 = 2}� �# I ALL AROUND 18 LG PIGTAIL o°8ud o° I 99 CHAPTER 17 OF THE CBC. V, 0O O o 3 Lu i- #4 12" O.C. .f h j 7. CONCRETE COVER FOR FOUNDATION REINFORCING BARS SHALL BOTH AYS rysj BE AS FOLLOWS: 4 C 12" .C. TOP BOTTOM. ` N f! O 3" AT UNDERSIDE OF FOUNDATION 24 DIA. {TYP.) BOTH WAYS_ 3 AT SIDE OF FOUNDATION CONTACT WITH GROUND v 2" AT FORMED SURFACES SECTION—r1A SECTION r2A'� 8. REINFORCING BARS SHALL CONFORM TO ASTM 615, GRADE 60. ,v 9. MINIMUM LAP OF REINFORCING STEEL SHALL BE 40 BAR DIAMETER, UNLESS OTHERWISE NOTED. STAGGER SPLICES OF ADJACENT BARS A MINIMUM OF 5 FEET. DETAIL 0100 DETAIL K2A c10Q 10. ANCHORS SHALL BE HVA TYPE ANCHOR, STAINLESS STEEL BY C104 to —FIXED BOLLARDFUELMANAGEMENT PAD GATE OPERATOR PAD HILTI OR EQUAL. CONTRACTOR SHALL INSTALL ANCHORS PER 1/2 ,y t �0f3 V IU-7' 1 !)=1'—o 1 J—,-y99 ta� A l3= 1 )—f! fJ 2 it to It MANUFACTURER'S INSTRUCTIONS. THE INSTALLATION IS SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH ICBG—ES REPORT ER--5309. 1/2 DIA ANCHOR 4. 1/4 EMBEDMENT TYP. 4 11. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZE, PROJECTION, SEE NOTES 10 & 11 & LOCATION FROM EQUIPMENT SUPPLIER'S CERTIFIED SHOP DRAWINGS. CONTRACTOR SHALL ANCHOR ASSEMBLY PER MANUFACTURER'S INSTRUCTION. + + 12. CONTRACTOR SHAD BOND THE COPPER GROUND CABLE TO EQUIPMENT, REBAR, & STATION GROUND GRID BY FETAL 41A% FUSING PER DRAWINGS. GROUND CABLE SHALL BE PROTECTED WITH PVC PIPE WHERE IT EMERGES THE FOUNDATION. PVC PIPE I STD. C M U CAP & GROUND CABLE SHOULD BE SECURED PRIOR TO POURING 4 i12" O.C. ` CONCRETE SO THAT THEY EMERGE PLUMBED. CONTRACTOR BOTH WAYS SHALL SEAL THE SPACE BETWEEN PVC PIPE & CABLE WITH SILICONE SEALANT TO PREVENT ACCUMULATION OF WATER. 3" AS NEEDED 3 COURSES 9x8"X 1 6" CMU {/s� 99 99 FILL WITH GROUT 99 6 x 6x 12 GA !8 a 2 STL. IRE GRID#4's 00 is 0 P L A N c b h F. 8JJ8Jf ,TARTER WALL 3/4" CHAMFER GRD CABLE ALL AROUND 18" LG PIGTAIL', (TYP 2.) _�T - 7 4 @12" O.C. BOTH WAYS SECTION f'3A C 21859 �Lai , P. 9' . a 1tt99 cloo DETAIL r4 N� cloo DETAIL 5 cloo 19fJ ETAI CONCRETE CNG CONTAINMENT WALL 0104 9—104 =1J_OX040O FILENAME: RAYMUND reV CITY OF BAKERSFIELD ENGINEERING PROJECT NO.: COMPANY, INC. WALNUT GREEKCALIF.�� FOUNDATION �-- SECTIONS DETAILS 3--14--08 ISSUED FOR BIDS KS CRL , . DATE DRAWN: -3Q-� I FOR 1 DESIGN S 11-20-06 3 ISSUED DD DSO THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY: ENO/LCNG FUELING FACILITY 2 03-7-07 ISSUED FOR PERMITS KS OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION KS BAKERSFIELD CALIFORNIA MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, , FACIMILE ETC.) OR DIVULGED WITHOUT THE WRITTEN 2 01-12-07 ISSUED FOR PROGRESS SUBMITTAL S CRL PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY: SCALE: D WING NO.: REV.: C 104 DRAWING NO.: REFERENCE DRAWINGS: LELL DATE: REVISION DESCRIPTION: DRAWN CHECKED APPROVED APPROVED C R' E AS S H 0 N 4 BY BY BY BY 10.9-127 NOTES. 1. ALL WORKMANSHIP & MATERIAL SHOWN ON THIS DRAWING SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS, & REGULATIONS. SQUARE GALV. 2. ALLOWABLE SOIL BEARING CAPACITY IS 2,500 PSF BASED STEEL POLE 8" ANGLE IRON FRAME GALV. ON THE GEOTECHNICAL REPORT DATED DECEMBER 1, 2006 WITH 1/2 1) 0 NELSON STUD BY NINYO & MOORE. H--20 TRAFFIC RATED GRATING (TYP.) EACH SIDE FRAME 2001 CALIFORNIA BUILDING CODE (CBC) & LATEST AMERICAN AND GRATING SIZED FOR 3. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE H2O TRAFFIC LOADING. BASE COVER CONCRETE INSTITUTE (ACI) STANDARD 318. TROWEL TOP SMOOTH 4. CONCRETE SHALL BE POURED ON FIRM UNDISTURBED ANCHOR BOLTS (TYP OF 4) -4 MATERIAL OR BACKFILL COMPACTED TO 95 OF MAXIMUM 3/4"x17"x3"x4" MAX. PROD. ° A-. DENSITY. MAXIMUM DENSITY & IN—PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH AST D-1556 & a D-1557, RESPECTIVELY. -----o -- — ---# 99 = ,, - .— 5. EXCAVATION SHALL BE DONE AS NEATLY AS POSSIBLE TO - -- -- I- TIE FOR TOP 2 O.C. MINIMIZE EARTH REMOVED �-- DO NOT OVER EXCAVATE. 771 4. I I I 6. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE I { A I FINISHED GRADE STRENGTH OF 3000 PSI IN 28 DAYS. PERFORM COMPRESSIVE I I kap I < STRENGTH TESTS AS REQUIRED BY OWNER. THE INSTALLATION IS SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH I II IEE 11111 Ill IEEE El I I i JEJ I Ed it, #5'S EQUALLY SPACED CHAPTER 17 OF THE CBC. 24 99 99 ��- DIA. x 60 DEEPLl I i -=,=,S f " REIN. CONC. FOOTING 3 BARS HORIZ (12O.C.) —I I i I III 7. CONCRETE COVER FOR FOUNDATION REINFORCING BARS SHALL 1 —8 BE AS FOLLOWS. 4 BARS VERT (8 PLACES) 3" AT UNDERSIDE OF FOUNDATION 3" AT SIDE OF FOUNDATION CONTACT WITH GROUND N OTE.*- 299 AT FORMED SURFACES 1. PIPE TRENCH SHALL BE SLOPED WITH LOW POINT DRAIN, ADJACENT TO 8. REINFORCING BARS SHALL CONFORM TO ASTM 615, GRADE 60. TO THE FUTURE LNG DISPENSER, TERMINATING AT THE DRAINAGE SUMP. 9. MINIMUM LAP OF REINFORCING STEEL SHALL BE 40 BAR DIAMETER, UNLESS OTHERWISE NOTED. STAGGER SPLICES OF DETAIL `00 LIGHTING PEDESTAL DETAIL r2 c'00 PIPE TRENCH FOR FUTURE LNG DISPENSER ADJACENT BARS A MINIMUM OF 5 FEET.. 99 99 99 9 99 10. CONTRACTOR SHALL BOND THE COPPER GROUND CABLE TO 1 /2 19 `0��CL105 3 = 1 —0 EQUIPMENT, REBAR, & STATION GROUND GRID BY METAL FUSING PER DRAWINGS. GROUND CABLE SHALL BE PROTECTED WITH PVC PIPE WHERE IT EMERGES THE FOUNDATION. PVC PIPE & GROUND CABLE SHOULD BE SECURED PRIOR TO POURING LOCATE SLOT IN GRATING FOR CONCRETE SO THAT THEY EMERGE PLUMBED. CONTRACTOR PIPE PENETRATION. GRATING SHALL SEAL THE SPACE BETWEEN PVC PIPE & CABLE WITH SHALL BE REMOVABLE. SILICONE SEALANT TO PREVENT ACCUMULATION OF MATER. `I I I GALVANIZED STEEL GRATING I I --19-4 (1 x 1/8) I I SLAB REINF FINISHED GRADE vI I xI L If 1 1/4 x 1 1/4 x 1/4 I I I (TY P 4 SIDES) W/1 /4"0 x 3"I I I 2 STUD @ 12 I 9799 I I., V 9—Ott I I>t 1Ott i I 2 I,; I �j 5 @ 12 E.W. E.F.99 I I I 0 SS PIPE I I I tiI I i -16 I- 4 L #5 @ 12 E.W. TOP & BOTTOM 9 99 ' C 1859 xP, Y/30vi o9' pq j DETAIL 3SUMP PIT is&vF 3/4;> 1 9-09> C105 FILENAME: RAYMUNDO C105rev3 ENGINEERINGCITY OF BAKERSFIELD PROJECT NO.: COMPANY, INC. WALNUT CREEK, CALIF. 94598FOUNDATION -- DETAILS DATE DRAWN: 02-14-07 3 03-14-08 ISSUED FOR BIDS KS CRL LNG/LONG FUELING FACILITY THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY: 2 03--30— 7 ISSUED FOR C DESIGN S of RAYi�UNDO ENGINEERING CO., INC., THIS INFORMATION KS BAI�ERSFIELD, CALIFORNIA MAY NOT BE REPRODUCED (6Y PHOTOCOPY, ELECTRONIC, 03-07-07 ISSUED FOR PERMITS KS PERMISSION RAYMU DO ENGINEERING ORI INCCHECKED BY: SCALE: DRAWING NO.: REV.: WN N .: REFERENCE DRAWINGS: REV: DATE. REVISION DESCRIPTION: DRAWN CHECKED APPROVED APPROVED CRL AS SHOWN 3 DRA I G O D D B BY 10.9-127 X X X X X X X X X- ----- x X X X X X X X X X X X X X X X X -X _ X X X X X X X X X X -- (E) FENCE LANDING FUTURE A/C PAVING (N) LIGHT STANDARD(N) CURB P102 TYP.4 (TYP. 10--..._..._,._.....___...._____..�.___.,..___,__________..____,,.___..,,___..._____..___�.___..,_______..._____..___..____....__._____________ __ � � _...�___....__________....___�.,._______.e...______________�__w___________ PLAN__-__-______-�___________ --__________-_____________ - `~� a ___v,..___________ _______ __ ____ _ _--___ _ _ - � v ::::: (N) WOOD CHIPS OVER ���``~�, {N) KNOX BOX :::::: ::::::. s P103 (N) FENCE 6 IL PLASTIC FILM {N) SLIDING GATE (E) NA E ENTER ONLY ° SIGN STREET X X PROPERTY LINE(N) DRIVEWAY :: ::: ................ .. . . • . . . . . . • • . . . . .*. • . . . . . • . . . • • , . . . . . . . . . . . . • . • . . . . . . . . . . • • . . . . • • • • . . • • • • . . • . . • • • . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •:I. . . s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f: . . •. •.•.•.•.•.•. •.•.•.•.•.•.•.-.•.•.•.•.•.-.•.•.•.•.-.•.•.•...-.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•_•.•.•.•.•.•.-.•.•.•.•.•.-.•.•.•.•.•.•.-.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. . . . . . . . . S* MOUI"'T VE_Rl�/_ AVE - - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - --- q� qo DESIGN CRITERIA PER ASME 631.3 DESIGN CRITERIA PER ASME 831.3 D.P. 275 PSIG 35.8 % PA D.P. 275 PSIG 30.9 7 PA MAOP 275 PSIG 35.8 % PA MAOP 275 PSIG 30.9 % PA STRENGTH TEST PRESSURE STRENGTH TEST PRESSURE MAX. 500 PSIG 65.1 % PA MAX. 500 PSIG 56.3 7 PA MIN. 450 PSIG 58.5 % PA MIN. 450 PSIG 50.6 % PA 691 PSIG =90% PA 799 PSIG=90% PA TEST FLUID NITROGEN TEST FLUID NITROGEN PIPE SPEC ASTM A312 TP304SS SCH5 PIPE SPEC ASTM A312, TP304SS, SCH 5 O.D. 3.500 IN. 0. D. 2.375 IN. W.T. 0.083 IN. W.T. 0.065 IN. WELD INSPECTION PER ASME B31.3 WELD INSPECTION PER ASME B31.3 ❑ RADIOGRAPHIC: ❑ 20% MIN. ❑ RADIOGRAPHIC: ❑ 20% MIN. 100% C4 100% * PA - MAXIMUM INTERNAL DESIGN * PA -- MAXIMUM INTERNAL DESIGN PRESSURE BASED ON SA, BASIC PRESSURE BASED ON SA, BASIC ALLOWABLE STRESS, FROM ASME 831.3 ALLOWABLE STRESS, FROM ASME 831.3 8q 14q DESIGN CRITERIA PER ASME 831.3 DESIGN CRITERIA PER ASME 631.3 D.P. 275 PSIG 16.8 % PA D. P. 5,000 PSIG 89.3 % PA MAOP 275 PSIG 16.8 % PA MAOP 5=000 PSIG 89.3 7 PA STRENGTH TEST PRESSURE STRENGTH TEST PRESSURE MAX. 500 PSIG 30.6 % PA MAX. 2,2_00 PSIG 137.5 % PA MIN. 450 PSIG 27.6 % PA MIN. 7,500 PSIG 134.0 % PA 1,467 PSIG=90% PA 5,037 PSIG=90% PA TEST FLUID NITROGEN TEST FLUID NITROGEN PIPE SPEC ASTM A312. TP304SS, SCH 5 PIPE SPEC ASTM A213, 316SS, SMLS O.D. 1.315 IN. O.D. 1.000 IN. W.T. 0.065 IN. W.T. 0.134 IN. MELD INSPECTION PER ASME B31.3 WELD INSPECTION PER ASME B31.3 ❑ RADIOGRAPHIC: ❑ 20% MIN. ❑ RADIOGRAPHIC: ❑ 20% MIN. 100% ❑ 100% * PA - MAXIMUM INTERNAL DESIGN * PA - MAXIMUM INTERNAL DESIGN PRESSURE BASED ON SA, BASIC PRESSURE BASED ON SA, BASIC ALLOWABLE STRESS, FROM ASME 831.3 ALLOWABLE STRESS, FROM ASME 831.3 148 147 DESIGN CRITERIA PER ASME 631.3 DESIGN CRITERIA PER ASME 831.3 D.P. 5000 PSIG 98.0 % PA D.P. 5000 PSIG 84.7 % PA MAQP 5000 PSIG 98.0 % PA MAQP 5000 PSIG 84.7 % PA STRENGTH TEST PRESSURE STRENGTH TEST PRESSURE MAX. ?,700 PSIG 150.9 % PA MAX. 7,700 PSIG 13-0.5% PA MIN. _7,700 PSIG 147.0% PA MIN. 7,500 PSIG 127.1 % PA 4,591 PSIG=907 PA 5,308 PSIG=90% PA TEST FLUID NITROGEN TEST FLUID NITROGEN PIPE SPEC ASTM A269, 316SS, SMLS PIPE SPEC ASTM A269 31655 SMLS O.D. 0.750 IN. O.D. 0.500 IN. W.T. 0.109 IN. W.T. 0.483 IN. WELD INSPECTION PER ASME B31.3 WELD INSPECTION PER ASME B31.3 ❑ RADIOGRAPHIC: ❑ 20% MIN. ❑ RADIOGRAPHIC: ❑ 20% MIN. ❑ 100% ❑ 100% * PA - MAXIMUM INTERNAL DESIGN * PA - MAXIMUM INTERNAL DESIGN PRESSURE BASED ON SA, BASIC PRESSURE BASED ON SA, BASIC ALLOWABLE STRESS, FROM ASME 831.3 ALLOWABLE STRESS, FROM ASME B31.3 (j46 DESIGN CRITERIA PER ASME 831.3 D.P. 5004 PSIG 70.9 % PA MAOP 5000 PSIG 70.9 % PA NOTES: STRENGTH TEST PRESSURE MAX. 7,700 PSIG 109.2 % PA 16 8 O 16 3 MIN. 7,500_ PSIG 106.4% PA 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING 3. THE CONTRACT DRAWINGS AND SPECIFICATIONS DO NOT 5. CONTRACTOR SHALL PROVIDE PIPING COMPONENTS IN 6.340 PSIG=90% PA CODES AND STANDARDS: INDICATE THE METHOD OF CONSTRUCTION. THE ACCORDANCE WITH STANDARDS LISTED IN ASE B1.3�, ,� SCALE 1/16 =1 _Q TEST FLUID NITROGEN CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY WHERE PRESSURE RATINGS ARE PROVIDED IN THE PIPE SPEC ASTM A269 31655 SMLS - 2001 CALIFORNIA BUILDING CODE TO PROTECT THE JOB SITE, WORKERS, AND OTHER STANDARD. LISTED PIPING COMPONENTS SHALL BE Q.D. 0.250 IN. -- 2004 CALIFORNIA ELECTRICAL CODE PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL ACCEPTED AT THEIR SPECIFIED PRESSURE RATINGS. W,T. 0.049 IN. - 2001 CALIFORNIA FIRE CODE INCLUDE BUT NOT BE LIMITED TO BRACING, SHORING, WELD INSPECTION PER ASME 831.3 - 2001 CALIFORNIA MECHANICAL CODE SCAFFOLDING, PLANKING, SAFETY NETS, ETC. THE 6. INSTRUMENT QUALITY COMPRESSED AIR FOR THE z ❑ RADIOGRAPHIC: ❑ 20% MIN. - 2001 CALIFORNIA PLUMBING CODE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK FUELING STATION SHALL BE PROVIDED AT THIS ❑ 100% - 2006 NFPA STD 52 VEHICULAR FUEL CODE AND SHALL BE SOLELY RESPONSIBLE FOR ALL LOCATION BY THE COMPRESSED AIR SYSTEM LOCATED * PA - MAXIMUM INTERNAL DESIGN CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, ADJACENT TO THE ELECTRICAL PANEL AREA. EXACT PRESSURE BASED ON SA, BASIC 2. THESE DRAWINGS ARE DIAGRAMATIC AND SHOW ONLY AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY ROUTING OF PNEUMATIC CONTROL LINES SHALL BE ALLOWABLE STRESS, FROM ASME B31.3 REPRESENTATIVE AND TYPICAL DETAILS TO ASSIST THE THE ARCHITECT SHALL NOT CONSTITUTE INSPECTION OF COORDINATED IN THE FIELD. CONTRACTOR. THE DRAWINGS DO NOT ILLUSTRATE EVERY THE ABOVE ITEMS. F� CONDITION. THE CONTRACTOR SHALL PROVIDE ALL 7. CONTRACTOR SHALL SUPPORT AND PROTECT PIPING 8. CONTRACTOR SHALL PROVIDE BURIED " PVC MATERIALS NOT SPECIFICALLY SHOWN THAT ARE REQUIRED 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND AND TUBING AGAINST MECHANICAL DAMAGE. PIPING SLEEVE AS SHOWN. TOP OF COVER SHALL BE SS TO PROVIDE A COMPLETE AND OPERABLE FUELING FACILITY CONDITIONS AT THE JOB SITE AND SHALL BE RESPONSIBLE AND TUBING SHALL BE SUPPORTED EVERY FIVE FEET. 2 FEET MINIMUM. SLEEVE ENDS SHALL. BE�� IN ACCORDANCE WITH THE APPLICABLE CODES AND FOR CONDITIONS OF ALL WORK PRIOR TO CONSTRUCTING CONTRACTOR SHALL INSTALL REMOVABLE STAINLESS SECURELY FITTED WITH A CAP TO PREVENT STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR THE AND FABRICATING MATERIALS SUPPLIED BY CONTRACTOR. STEEL THRESHOLDS OVER PIPING AND TUBING FOR WATER INTRUSION AND SHALL EXTEND A NO, 25371 m ,� EXp. p w FUELING FACILITY DESIGN AND INSTALLATION. ANY DISCREPANCIES AND OR VARIATIONS SHALL BE PROTECTION FROM FOOT TRAFFIC. MINIMUM OF 4 INCHES ABOVE FINISHED GRADE.�.�, BROUGHT TO THE ATTENTION OF THE CITY.CALIV ���� 10.9-127 FILENAME: RAYMUNDO P1 01 reV4 CITY OF BAKERSFIELD ENGINEERING PROJECT NO.: COMPANY, INC. 03-'1-'0 ISSUED FQti© IDS E. WALNUT CREEK, CALIF. 94598 DATE ®RAYON: � � � � � �' � � LAN 12-06-06 3 03-30-07 ISSUED FOR 100 SIG FUELING FACILITY 2 03-07-07 ISSUED FOR PERMITS ISS THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY:LNG/LCNG OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, KS �AKERSFIELD, CALIFORNIA + 1 0-2-07 ISSUED FOR 65%PROGRESS SUBMITTAL SCS CRL FACIMILE ETC.) OR DIVULGED WITHOUT THE WRITTEN PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY: SCALE: DRAWING NO.: REV.: DRAWINGNO.: REFERENCE DRAWINGS: REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED APPROVED APPROVED BY BY BY BY CRL _O" 10 1 4 1/16 1� = 1 P_0" TRUCK UNLOADING ASSEMBLY LLL-L-I= I I I I IIIIIIIIIIII I I I I I I I I NOTES: 1 CONTRACTOR SHALL SUPPORT AND PROTECT PIPING 2 DISPENSER — AND TUBING AGAINST MECHANICAL DAMAGE. PIPING (N) SATURATION VAPORIZER (N) LNG PUMP SKID (NOTE 1) (NOTE 1 AND TUBING SHALL BE SUPPORTED EVERY FIVE FEET. CONTRACTOR SHALL INSTALL REMOVABLE STAINLESS 33 STEEL THRESHOLDS OVER PIPING AND TUBING FOR 90 PROTECTION FROM FOOT TRAFFIC. 90 12 2. CONTRACTOR SHALL MOUNT TUBING ON THE INTERIOR fit FACE OF THE CONTAINMENT WALL. 90 000 0 0 00 0 G, ® 90 10 155 90 P J" 0 It 010 2" 104 91 34 91 8 3 2 59 3/4" SST 89 154 10 900 33 14 150 14B40 137 147 90 e. 102 ry (148 156 148 89 147 136 41 TO PRIORITY >< ...... .... CONTROL PANEL (N) LNG STORAGE TANK ( 14 53 148 NOTE 1) 1 SST 3/4"SST (N) LONG VAPORIZER (N) LCNG PUMP SKID 1" SST (NOTE 1) 149 (NOTE 2) '138 PLAN ri P101 L EQUIPMENT AREA 3 ;1- 1 I-OP2 '\P102 NOTES: NOTES: 1 CONTRACTOR SHALL SUPPORT AND PROTECT 1 A 1/8 0 WEEP HOLE SHALL BE PROVIDED TUBING AGAINST MECHANICAL DAMAGE. TUBING AT THE BOTTOM OF VENTS. SHALL BE SUPPORTED EVERY FIVE FEET. CONTRACTOR SHALL INSTALL REMOVABLE 2. DETAILS SHOWN APPLY TO BOTH STORAGE STAINLESS STEEL THRESHHOLDS OVER TUBING ASSEMBLIES. TYP. 3 FOR PROTECTION FROM FOOT TRAFFIC. 2 x 2" ANGLE, ALL WELDED 2. DETAILS SHOWN APPLY TO BOTH STORAGE _ 27 Typ. 3 EA. ASSEMBLY JOINTS, TACK WELDED TO END ASSEMBLIES. SECOND STORAGE ASSEMBLY SUPPORT. (NOT SHOWN) HAS TWO LOW -BANK VESSELS 142 147 143 TYP 1..", -7 TYP. 3 1/4 JIl -1"� TYID AND ONE MID-BANK VESSEL. I TYP. 3 13 157 95 EA. ASSEMBLY n1 0 TYP. 1 EA. ASSEMBLY 142 TYP. 3 �27' 147 EA. ASSEMBLY VESSEL L ABLY L L L . ..... #tit c:) TYP. 2 1 0 E.A. ASSEMBLY b 97 123 73 2� 73 M A VESSEL M M 145 ca 0 VESSEL - TO/FROM PRIORITY TO/FROM PRIORITY H H 145 CONTROL PANEL CONTROL PANEL I (NOTE 1) 047) (NOTE 1 ) I nffi a L 1/2" COMMON DRAIN LINE II II II II TO EDGE OF FDN FACING GROUND NO, 25371 Exp A tAX DETAIL ri� P101 INLET CONNECTIONS CNG STORAGE ASSEMBLY ("'TYP. 2) DETAIL 2 P101 RELIEF VALVE VENTS & DRAINS CNG STORAGE ASSEMBLY (TYP. 2) 't Dr CA0'q 3/4 It- i I-011 P102 3/4)1=1 0 )1 P102 10.9-127 FILENAME: RAYMUNDO P1 02rev4 CITY OF BAKERSFIELD ENGINEERING PROJECT NO.: COMPANY, INC. PIPING SECTIONS & DETAILS 4 03-14-08 ISSUED FOR BIDS LDG CRL WALNUT CREEK, CALIF. 94598 DATE DRAWN: 12-04-06 3 03-30-07 ISSUED FOR 100% DESIGN KS THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY:LNG/LCNG FUELING FACILITY 2 03-07-07 ISSUED FOR PER KS OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, KS BAKERSFIELD, CALIFORNIA FACIMILE 1 OF�RAYMUNDODENGINEERINGECO., RA1-12-07 ISSUED FOR 65% PROGRESS SUBMITTAL KS CRL PERMISSION WING NO.: REV.: SCALE: D INC 76HECKED BY: pp DRAWING NO.: REFERENCE DRAWINGS: REV: DATE: REVISION DESCRIPTION: DRAWNCHECKED APPROVED APPROVED F\ I AS SHOWN P102 4 BY BY BY BY I NOTES: - P103 1. CONTRACTOR SHALL SUPPORT A PROTECT APIPING AND TUBING AGAINST MECHANICAL Pl 03 DAMAGE. PIPING AND TUBING SHALL BE SUPPORTED EVERY FIVE FEET. CONTRACTOR SHALL INSTALL REMOVABLE STAINLESS STEEL THRESHOLDS OVER PIPING AND TUBING FOR PROTECTION FROM FOOT TRAFFIC. (N) CNG DISPENSER 2. BOLLARDS AND SECTIONS OF THE CURB ARE NOT SHOWN FOR CLARITY. 30/4 SST 88 27 (N) CNG STORAGE ASSEMBLY 88 (N) 1 '! DISPENSER VENT 1 (N) CNG DISPENSER FUTURE CNG STORAGE ASSEMBLY (N) CNG STORAGE ASSEMBLY (N) FUEL MGMT TERMINAL , r rF i} F :x3i YRe f thr }} ;3 r S CD (N) PRIORITY 111 I VALVE PANEL. CD 1" SST 0 0 ss (N) CNG OIL FROM LCNG i (N) G ODORANT ..w VAPO IZER z (TYP. 3) (TYP. 3) { 149 CURB (NOTE 2) 148 139 t FUTURE CNG DISPENSER La t .. a �• a e a' . a . (NOTE )! ; • - � ".' ? : . a" ..a . Oxo/4 SST PLAN 2 P101 CNG STORAGE DISPENSERS STORAGE & DISPENSER 1/4 ll= 1 ) -012 P103 1/2 pl= i I 011 Pi Q3 NOTES.- 1 TES:1. CONTRACTOR SHALL SUPPORT AND PROTECT PIPING AND TUBING AGAINST MECHANICAL ) CNG STORAGE (N) OIL INJECTION (N) ODORIZER DAMAGE. PIPING AND TUBING SHALL BE ASSEMBLY SUPPORTED EVERY FIVE FEET. CONTRACTOR SHALL INSTALL REMOVABLE STAINLESS STEEL THRESHOLDS OVER PIPING AND TUBING FOR PROTECTION FROM FOOT TRAFFIC. 2. LIGHT STANDARD, BOLLARDS, AND SECTION OF THE CURB ARE NOT SHOWN FOR CLARITY. (N) PRIORITY VALVE PAN EL FILTER 148 149 PUMP FILTER/ L PU P CURB CURB 147 i I48 r 1 1 �. 149 1/4" SST 1/4" SST 141 FROM OIL INJ. FROM ODORIZE 30/4!! SST 30 /2" SST TO/FROM TY/2" 2 147 1 !! SST TO PRIORITY TO CNG DISPENSER STORAGE INLET/OUTLET 140 VALVE PANEL. 140 NO, 25371 f � Exp, OFCALI� DETAIL B CNG DISPENSER/STORAGE/PRIORITY PAN ELZODORIZER/01L INJECTION 1/2 1 y_0!! P10 10.9-127 FILENAME: P i 03rev3 CITY OF BAKERSFIELD ENGINEERING . H PROJECT NO.: 'I WALNUT CREEK, CALIF. 94 98 PIPING — SECTIONS & DETAILS DATE DRAWN: 03-14-08 ISSUED FOR BIDS KS CRL THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN 8Y: 02-14-07 LNG/LCNG FUELING FACILITY 03-30-07 ISSUED FOR 00 DESIGN KS MAY No "BE REPRODUCED (CO.,HOTOCOPY, INFORMATION KS BAKERSFIELD, CALIFORNIA, 1 03-07-07 ISSUED FOR PERMITS S � RMISSIONNeOFQRA MUNDO WITHOUT INGECOO..,ITINCCHECKED BY: SCALE: DRAWING No.: REV.: DRAWING NO.. REFERENCE DRAWINGS: REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED APPROVED APPROVED CRL AS SHOWN P103 3 Y BY BY BY I= 1 THE CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERABLE FACILITY ITEM NUMBER ITEM DESCRIPTION PRESSURE RATING SIZE MATERIAL TYPE SPECIFICATION MANUFACTURER PART NO/CATALOG NUMBER AND SHALL BE RESPONSIBLE FOR MATERIALS AND QUANTITY DETERMINATION 5 ANGLE STRUCTURAL STEEL it x 2" x 1/4" LG IN ACCORDANCE WITH APPLICABLE DRAWINGS AND SPECIFICATIONS INCLUSIVE —2 OF STATED ITEMS SHOWN ON THE DRAWINGS AND ACCOMPANYING BILL OF MATERIAL. 11 BOLT, U, W/(4) HEX NUTS, FOR 111 PIPE .1/4" DIA. x 1" PIPE SIZE STEEL ANVIL 13 BUSHING, HEX HEAD, THREADED 1/211 x 1/4" CAJON SS -8 -RB -4 27 ELBOW, FORGED, 45 DEGREE 3000 PS IG MAX WP 1" NOM. DIA. FORGED STL ANVIL 2112 28 ELBOW, FORGED, THREADED, 90 DEGREE 3000 PS IG MAX WP 1 " NOM. DIA. FORGED STL ANVIL 2111 33 ELBOW SS, 90 DEGREE SCH 2#1 PS B16.9 WPW304 SA403 34 ELBOW SS, 90 DEGREE SCH 5 31f PS B 16.9 WPW304 SA403 40 FLEX HOSE SS ASSY W/1 NPS STUBS BOTH ENDS 41 FLEX HOSE SS ASSY -1 1/211 T 73 NIPPLE, PIPE, THREADED BOTH ENDS X -STRONG 1 " NPT x 3" LONG SMLS STL ASTM A106 GRADE B ANVIL 88 PIPE, BARE, CS xS 1" NOM. DIA. SMLS STL ASTM A106 GRADE B U.S. STEEL 89 PIPE SS, VACUUM JACKETED SCH 5 1.000" NPS TP304/L SA 312 90 PIPE SS, VACUUM JACKETED SCH 5 2.00011 TP304/L SA 312 91 PIPE SS, VACUUM JACKETED SCH 5 31f TP304/L SA 312 95 PLUG, HEX HEAD, THREADED 1/4" NOM. DIA. 316SS CAJON SS -4-P 96 PLUG, HEX HEAD, THREADED 1/2" NOM. DIA. 316SS CAJON SS -8-P 97 PLUG, HEX HEAD, THREADED CLASS 3000 1" NOM. DIA. FORGED STL A NV I L 2142 99 PRESSURE GAUGE, BOURDON, LIQUID FILLED, 0-5000 PSIG 1/2% ACC. 4.5" DIAL. 1/4" PORT ASHCROFT 35-1009 SWL02B 102 REDUCER SS SCH 5 211 PS x 1" B16.9 WPW304 SA403 104 REDUCER SS SCH5 3" PS x 2" PS B16.9 WPW304 SA403 108 RELIEF TEE ASSY LNG 123 TEE, PIPE, THREADED CLASS 3000 if# FORGED STL ANVIL 2114 125 TEE SS SCH 5 211 PS B16.9 WPW304 SA403 131 TRUCK CONNECTION ASSY WITH METAL FRAME SUPPORT 136 TUBE FITTING, REDUCING UNION 3/4" T x 1/2" NPT SWAGELOK SS -1210-6-8 137 TUBE FITTING, MALE STRAIGHT CONNECTOR, REDUCING 1/2" T x 1 " NPT SWAGELOK SS -810-1-16 138 TUBE FITTING, REDUCING UNION 1" Tx 3/4" T SWAGELOK SS -1610-6-12 139 TUBE FITTING, BULKHEAD UNION 3/411 T SWAGELOK SS -1210-61 140 TUBE FITTING, REDUCING UNION 1/2" T x 1/4" T SWAGELOK SS -810-6-4 141 TUBE FITTING, REDUCING UNION TEE 1" Tx 1" Tx 1/2" T SWAGELOK SS -1610-3-16-8 142 TUBE FITTING, MALE STRAIGHT CONNECTOR 1/2" T x 1/2" NPT SWAGELOK SS -810-1-8 143 TUBE FITTING, MALE RUN TEE 1/2" T x 1/2" NPT x 1/2" T SWAGELOK SS-1210-3TMT 144 TUBE FITTING, MALE STRAIGHT CONNECTOR, REDUCING 3/4" T x 1 " NPT SWAGELOK SS -1210-1-16 145 TUBE FITTING, UNION TEE 1/2" T SWAGELOK SS -810-3 146 TUBING, ANNEALED, SEAMLESS 1/4" O.D. x 0.049" WALL 316SS ASTM A-269 147 TUBING, ANNEALED, SEAMLESS 1/2" O.D. x 0.083" WALL 316SS ASTM A-269 148 TUBING, ANNEALED, SEAMLESS 3/4" O.D. x 0.109" WALL 316SS ASTM A-269 149 TUBING, ANNEALED, SEAMLESS 1 " 0. D. x 0. 134" WALL 316SS ASTM A-213 153 VALVE BALL 6000 PSIG WOG 3/4vf SS NUTRON T3-FlOWS60ALV 154 VALVE, GATE SS 1" NPS 155 VALVE, GATE SS 2" NIPS REGO #GS -0001 1 OW -1 2WA 156 VALVE, GATE SS 5000 PS IG MAX WP 3/4#1 T 'et -2 157 VALVE, HAND, NEEDLE, THREADED 6000 PS IG MAX WP 1/4" MNPT x 1/4" FNPT 316SS WHITEY SS-20KM4-F4 158 HAND, MULTI -PORT, GAUGE, THREADED 6000 PS IG MAX WP 1/2" NPT x (3) 1/2" NPT 316SS AGCO -VALVE, IM5VIS-44 NO, 25371 Exp.��- �0' d or CAL -1111F 10.9-127 RAYMUNDO FILENAME: P 1 04rev4 CITY OF BAKERSFIELD ENGINEERING PROJECT NO.: COMPANY, INC. 4 03-14-08 WALNUT CREEK, CALIF. 94598 DATE DRAWN: PIPING BILL OF MATERIALS ISSUED FOR BIDS KS CR L 12-04-06 __ 3 03-30-07 ISSUED FOR 100% DESIGN Ks LNG LCNG FUELING FACILITY 2 02-28-07 ISSUED FOR PERMITS KS THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, DRAWN BY: KS BAKERSFIELD, CALIFORNIA 1 01-12-07 ISSUED FOR 65% PROGRESS SUBMI17AL KS CRL FACIMILE ETC.) OR DIVULGED WITHOUT THE WRITTEN PERMISSION OF RAYMUNDO ENGINEERING CO., INC SCALE: DRAWING NO.: REV.: CHECKED BY: DRAWING NO.: REFERENCE DRAWINGS: REV:-------- - DATE: 1 REVISION DESCRIPTION: DRAWN CHECKED APPROVED APPROVEDi BY BY BY BY I CRL AS SHOWN P104 I I 4 GENERAL NOTES Y ABBREVIATIONS Y INDEX TO ELECTRICAL PLANS 1. THE COMPLETE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE A AMPERES 2004 EDITION OF THE CALIFORNIA ELECTRICAL CODE, CALTRANS STANDARD PLANS AND SPECIFICATIONS AND ALL APPLICABLE STATE AND LOCAL CODES ISSUED BY AFF ABOVE FINISH FLOOR AUTHORITIES HAVING JURISDICTION. AFG ABOVE FINISH GRADE 2. LNG AND LCNG PUMP, VAPORIZATION, STORAGE, AND DISPENSING EQUIPMENT BC BARE COPPER SHALL BE LOCATED IN COMPLIANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION IN COMPLIANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR BKBD BACKBOARD VEHICULAR FUEL SYSTEMS, NFPA 52-2006; CODE FOR MOTOR FUEL DISPENSING FACILITIES BKR BREAKER AND REPAIR GARAGES, NFPA 3OA-2003; AND 1997 UNIFORM FIRE CODE. C CONDUIT 3. THE CONTRACTOR, PRIOR TO BIDDING, SHALL VISIT THE JOB SITE TO BECOME ACQUAINTED WITH THE EXISTING CONDITIONS RELATED TO HIS CAB CABINET WORK AND SHALL INCLUDE IN THE BID PROPOSAL ALL LABOR AND MATERIALS CKT CIRCUIT REQUIRED FOR THE ELECTRICAL INSTALLATION TO BE COMPLETE AND OPERATIVE. CNG COMPRESSED NATURAL GAS 4. NOT ALL UNDERGROUND UTILITIES AND SUBSTRUCTURES ARE SHOWN. THOSE SHOWN ARE FOR REFERENCE ONLY. PRIOR TO ANY TRENCHING, THE CONTRACTOR COM, COMM COMMUNICATION SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES, ANY COMPR COMPRESSOR DAMAGE TO THE EXISTING UNDERGROUND UTILITIES SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONTACT UNDERGROUND SERVICE GOND CONDUCTOR ALERT {USA} AT 1-800--642-2444 48 HOURS PRIOR TO EXCAVATION. CONT CONTROL 5. PACIFIC GAS AND ELECTRIC {PG&E} WILL PROVIDE THE SERVICE TRANSFORMER. DB DIRECT BURIED CONTRACTOR SHALL PROVIDE THE CONCRETE PAD AND SUBSTRUCTURES PER PG&E REQUIREMENTS. DIA DIAMETER 6. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT. STRUCTURES, AND MATERIALS DISC DISCONNECT DESIGNATED "NEW" {N} UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. DWG. DRAWING 7. UNLESS OTHERWISE INDICATED, THE MINIMUM SIZE OF CONDUCTORS SHALL BE {E} EXISTING #12 AWG THWN COPPER ONLY. ENCL ENCLOSURE 8. UNLESS OTHERWISE INDICATED, THE MINIMUM SIZE OF CONDUIT SHALL BE 3/4" ESD EMERGENCY SHUTDOWN DIAMETER FOR ABOVE GRADE INSTALLATIONS AND 1" DIAMETER FOR BELOW GRADE INSTALLATIONS. ALL CONDUIT ENDS SHALL HAVE BUSHINGS. GRS CONDUITS SHALL ESD PB EMERGENCY SHUTDOWN PUSHBUTTON HAVE GROUNDING BUSHINGS. CONDUITS SHALL MEET 2004 CEC REQUIREMENTS FOR CLASS 1, DIVISION 1 AND CLASS 1, DIVISION 2 IN CLASSIFIED AREAS. GND OR G GROUND GFI GROUND FAULT INTERRUPTER 9. USE GALVANIZED RIGID STEEL CONDUIT FOR ALL CONDUIT INSTALLED ABOVE GRADE. CONDUIT INSTALLED BELOW GRADE SHALL BE PVC SCHEDULE 40. UNDERGROUND PVC GRS GALVANIZED RIGID STEEL CONDUIT CONDUIT RUNS INTENDED TO STUB -UP AND TERMINATE AT ABOVE -GRADE EQUIPMENT, HOA HAND OFF AUTO HAND BOXES AND CABINETS SHALL BE TRANSITIONED TO GALVANIZED RIGID STEEL CONDUIT OR PVC COATED RIGID STEEL CONDUIT BELOW GRADE, IN THE HORIZONTAL CONDUIT RUN. KAIC THOUSAND AMPERES INTERRUPTING CAPACITY 10. CONNECTIONS TO MOTORS AND OTHER DEVICES OR EQUIPMENT THAT MAY BE SUBJECT KVA KILOVOLT -AMPS TO VIBRATION MAY BE MADE WITH FLEXIBLE CONDUIT IN ACCORDANCE WITH CEC REQUIREMENTS FOR THE AREA CLASSIFICATION. LSIG CIRCUIT BREAKER WITH ADJUSTABLE LONG TIME, SHORT TIME, INSTANTANEOUS AND 11. GREEN INSULATED GROUND CONDUCTORS SHALL BE INSTALLED IN ALL FEEDER GROUND PICK-UP AND DELAY SETTINGS AND BRANCH CIRCUIT WIRING. LTG LIGHTING 12. ALL GROUND CONNECTORS SHALL BE MANUFACTURED BY ERICO, OZ GEDNEY, BURNDY M,MTR METER OR APPROVED EQUAL. USE THERMAL WELD GROUND CONNECTIONS BELOW GRADE. ABOVE GRADE GROUND CONNECTIONS MAY BE THERMAL WELD OR MECHANICAL TYPE. MCC MOTOR CONTROL CENTER 13. PROVIDE EQUIPMENT/CIRCUIT IDENTIFICATION NAMEPLATE AND LABELS ON ALL EQUIPMENT MCP MOTOR CIRCUIT PROTECTOR AND DEVICES. LABELS SHALL BE SELF-ADHESIVE PHENOLIC TYPE WITH WHITE LETTERS MT CONDUIT WITH PULL ROPE ON BLACK BACKGROUND. MTD MOUNTED 14. THE CONTRACTOR SHALL PROVIDE TYPEWRITTEN DIRECTORIES FOR ALL ELECTRICAL PANELS INVOLVED IN THIS PROJECT. THE PANEL DIRECTORIES SHALL REFLECT THE AS BUILT CIRCUITS. ONE COPY OF THE SCHEDULE SHALL BE SECURED TO THE INSIDE OF THE PANEL DOOR, AND ONE COPY SHALL BE SUBMITTED TO THE ENGINEER AS AN "AS --BUILT" DRAWING. 15. ELECTRICAL EQUIPMENT AND FEEDERS SHALL BE SUPPORTED AND/OR ANCHORED IN ACCORDANCE WITH CBC ZONE 4 SEISMIC REQUIREMENTS. 16. ALL CHANGES SHALL BE REVIEWED AND APPROVED BY THE CITY OF BAKERSFIELD PRIOR TO ANY CHANGES BEING MADE. A STAMPED REVISED SET OF DRAWINGS APPROVED BY THE CITY SHALL BE KEPT ON SITE AT ALL TIME. 17. DRAWINGS ARE DIAGRAMMATIC, FIELD DESIGN OF CONDUIT AND WIRING SYSTEMS IS REQUIRED. 18. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL SCHEDULE AND PERFORM A COMPLETE FUNCTIONAL TEST TO DEMONSTRATE TO THE OWNER THAT THE NEW INSTALLATION IS OPERATING AS INTENDED. ANY DEFECTS OR DEFICIENCIES IN THE MATERIALS OR WORK SHALL BE CORRECTED IMMEDIATELY BY AND AT THE CONTRACTOR'S EXPENSE. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL REQUIRED PERMITS AND INSPECTIONS. 20. THE SUBMISSION OF A BID OR PROPOSAL SHALL BE CONSIDERED AS CONCLUSIVE EVIDENCE THAT THE CONTRACTOR IS THOROUGHLY FAMILIAR WITH THE INTENT OF THE CONTRACT DOCUMENTS, AND NO CHANGE ORDER WILL BE ISSUED FOR ANY DISCREPANCY DISCOVERED OR REPORTED TO THE ENGINEER AFTER THE EXECUTION OF THE CONTRACT. DRAWING NO.: (N) NEW E100 ELECTRICAL LEGEND, ABBREVIATIONS, NOTES & INDEX E110 ALARM & CONTROL PANEL DETAILS NTS NOT TO SCALE E101 SINGLE -LINE DIAGRAM, SWBD MSB & MCC ELEVATION E111 CONDUIT SCHEDULES - SHEET 1 O.D. OUTSIDE DIAMETER E102 HAZARDOUS AREA CLASSIFICATION PLAN E112 CONDUIT SCHEDULES - SHEET 2 O/L OVERLOAD E103 HAZARDOUS AREA CLASSIFICATION - ELEVATIONS E113 ELECTRICAL DETAILS P POLE E104 POWER & INSTURMENTATION CONDUIT PLAN PEU PHOTOELECTRIC UNIT E105 LIGHTING PLAN PG&E PACIFIC GAS & ELECTRIC COMPANY E106 GROUNDING PLAN PB PULLBOX E107 SAFETY SYSTEMS - GAS & FIRE DETECTION & EMERGENCY SHUTDOWN PLAN PLC PROGRAMMABLE LOGIC CONTROLLER E108 SAFETY SYSTEMS - FIRE DETECTION SCHEMATIC PNL PANEL E109 SAFETY SYSTEMS GAS DETECTION SCHEMATIC PRI PRIMARY PVC POLYVINYL CHLORIDE PWR POWER LEGEND RCPT RECEPTACLE SCH SCHEDULE EQUIPMENTICES CONDUIT AND WIRES ELECTRICAL PULL BOX, CALTRANS #5 PRECAST CONCRETE U.O.N. ° LIQUID -TIGHT FLEXIBLE CONDUIT SEC SECONDARY COVER MARKED "AIR", "FIRE ALARM", "POWER", "INSTRUMENTATION", SW SWITCH "LIGHTING" AS APPROPRIATE. SEE ALSO CALTRANS STANDARD -- UNDERGROUND CONDUIT WITH WIRES DRAWING ES -8 FOR PULL BOX DETAILS. SWBD SWITCHBOARD PROVIDE TRAFFIC RATED BOXES IN ALL AREAS SUBJECT TO T UNDERGROUND CONDUIT TELEPHONE LINE TEL TELEPHONE VEHICULAR TRAFFIC. EXISTING ELECTRICAL EQUIPMENT TSP TWISTED SHIELDED PAIR NEW ELECTRICAL EQUIPMENT TYP TYPICAL Q JUNCTION BOX U/G UNDERGROUND FUSE ---�-'CONDUIT WITH EXPLOSION PROOF SEAL UON UNLESS OTHERWISE NOTED GROUND V VOLT DUPLEX RECEPTACLE GROUNDING VM VOLTMETER W WATT PHASE - {N} GROUND GRID WID WEATHERPROOF DISCONNECTS ITCH {N} BOND REBAR TO GROUND GRID wwM WELDED WIRE MESH MOTOR STARTER, SEE DRAWINGS FOR EXACT TYPE AND SIZE {} N BOND EQUIPMENT FRAME TO GROUND GRID XFR TRANSFORMER CIRCUIT BREAKER T ---- {N} GROUND TAP XP EXPLOSION -PROOF MOTOR STARTER WITH OVERLOADS {N} GROUND CONDUCTOR RISER PROTECTED EMERGENCY SHUTDOWN STATION {ESD} WITH PVC SLEEVE o-) {E} GROUND CONDUCTOR RISER PROTECTED - , - LIGHT STANDARD WITH PVC SLEEVE (N COPPERCLAD GROUND ROD, 3 4"DIA x 20'-0" MIN. LENGTH U.O.N. AREA CLASSIFICATION ALI CLASS 1, DIVISION 1, GROUP D AREA TAGS CLASS 1, DIVISION 2, GROUP D AREA SHEET NOTE IDENTIFICATION TAG, SEE SHEET NOTE 1 NON -CLASSIFIED AREA IPC -001C-001 $ C-001C—aa1, , CONDUIT IDENTIFICATION TAG, SEE CONDUIT SCHEDULE FC -001 ON SHEET E111 & E112 FOR ADDITIONAL INFORMATION 1 �07 ' DETAIL IDENTIFICATION TAG SEE DETAIL 1 ON SHEET E107 10.9-127 FILENAME: engineers, inc. E 100. DWG CITY OF BAKERSFIELD 3350 scott blvd., bldg. 11 PROJECT NO.: sone 98fi--855895054 06624-01 FAX�408) 986-9627 ELECTRICAL LEGEND ABBREVIATIONS, CUR11S G. T ASHI 4 3/30/07 ISSUED FOR t � BID PROJECT NO. 06624--01 DATE DRAWN: NOTES & INDEX No, 11828 3 3/30/07 ISSUED FOR 100% DESIGN 01--08 107 Exp,�� 08 THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY: LNG LCNG FUELING FACILITY MT. VERNON ELECT. ���2 3/7/07ISSUED FOR PERMITS MAY RAYMUNDO REPRODUCEDG{BY PHOTOCOPY, (ELECTRONIC, AM BA K E R S F I E L D, CALIFORNIA ���®�° e t © FACIMILE ETC.) OR DIVULGED WITHOUT THE WRITTEN 1 1 I 1 2 07 ISSUED FOR 65% PROGRESS SUBMITTAL PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY: SCALE: DRAWING NO.: REV.: REFERENCE DRAWINGS: REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED APPROVED CT -- 4 BY BY BY I 0 C) .. ....... . . ... ..... ....... . -- ---------- - WITHIN 5'-0" RADIUS OF NSER VENT WITHIN 5'-0" RADIUS OF CNG NSER ENCLOSURE AREA WITHIN 5 y —0 t) RADIUS OF OFFLOAD CONNECTION f_\1 \ t -/-N v v I I 1 11114 1 u _u F\muluo u[" LNG DISPENSER AREA WITHIN 159_099 RADIUS OF OFFLOAD CONNECTION AREA WITHIN 159-099 RADIUS OF LNG rn NAUIU�> Ur VtNlt� f EQUIPMENT (N) LNG DISPENSER AREA WITHIN 5 �_O�) E103 AREA WITHIN 15 _0p OF CNG DISPENSER VENT RADIUS OF VENTS AREA WITHIN 5'-0" RADIUS OF LNG DISPENSER AREA WITHIN 159_099 RADIUS OF DISPENSER VENT AREA WITHIN 5'---0" RADIUS OF CNG DISPENSER AREA WITHIN 10'-0" RADIUS ENCLOSURE OF LNG DISPENSER (N) CNG DISPENSER RE LNG DISPENSER FUTURE FUEL MANAGEMENT SYSTEM TERMINAL ---------- ---- ------ WITHIN 5'-0" RADIUS OF LNG __NSER r ILE) CNG STORAGE ASSEMBLY dAZARDOUS AREA CLASSIFICATION PLAN 0 2 4 8 16 24 SCALE: 1/8"= V -01t 11828 No. ELECT. A� DRAWING NO.; I REFERENCE DRAWINGS: NOTES: 1. HAZARDOUS AREA CLASSIFICATIONS SHOWN INCLUDE BOTH NEW AND FUTURE EQUIPMENT. Am A A — 2004 CALIFORNIA ELECTRICAL CODE. — 2003 NFPA STD 30A CODE FOR MOTOR FUEL DISPENSING FACILITIES & REPAIR GARAGES. — 2006 NFPA STID 52 VEHICULAR FUEL SYSTEMS CODE. mirNIHIL CLASS 1 DIVISION 1, GROUP D AREA CLASS 1 DIVISION 2, GROUP D AREA NON -CLASSIFIED AREA 10.9-127 FILENAME: _-Iengineers, inc. El 02.DWG CITY OF BAKERSFIELD 3350 scott blvd., bldg. 11 PROJECT NO.: sonta clara, ca 95054 06624-01 408) 986-8558 HAZARDOUS AREA CLASSIFICATION PLAN 4 3/30/07 ISSUED FOR BIDS FAX M8) 986-9627 DATE DRAWN: I I PROJECT NO. 06624-01 3 3/30/07 ISSUED FOR 1 00% DESIGN 0 1 —09-07 THE INFORMATION HEREON is CONFIDENTIAL PROPERTY DRAWN BY: LNG/LCNG FUELING FACILITY MT. VERNON 2 3/7/07 ISSUED FOR PERMITS OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, AM BAKERSFIELD, CALIFORNIA FACIMILE ETC.) OR DIVULGED WITHOUT THE WRITTEN 1 1/12/07 ISSUED FOR 65% PROGRESS SUBMITTAL PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY: SCALE: DRAWING NO.: REV.: — 1--_ L_ REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED APPROVED CT 1/8 ))= i )_Oyp E102 4 BY BY BY (N) PRIORITY VALVE PANEL(N) FUEL MANAGEMENT SYSTEM AREA WITHIN 59099 (N) LNG STORAGE TANK RADIUS OF CNG DISPENSER VENT FUTURE CNG DISPENSER AREA WITHIN 10'-0" RADIUS OF LNG DISPENSER AREA WITHIN (N) WALL AREA WITHIN AREA WITHIN 59-0" RADIUS AREA WITHIN 15 10'-0" OF CNG 15'-0" OF LNGOF STORAGE ASSEMBLY FUTURE LCNG FUTURE LNG DISPENSER RADIUS OF DISPENSER STORAGE TANK VAPORIZOR LCNG PUMP VENT (N) LCNG (N) LCNG PUMP FUTURE LNG DISPENSER VAPORIZOR AREA WITHIN 159_{99 RADIUS OF LCNG . .... ..... EQUIPMENT .. .... .... ..... dAZARDOUS AREA CLASSIFICATION PLAN 0 2 4 8 16 24 SCALE: 1/8"= V -01t 11828 No. ELECT. A� DRAWING NO.; I REFERENCE DRAWINGS: NOTES: 1. HAZARDOUS AREA CLASSIFICATIONS SHOWN INCLUDE BOTH NEW AND FUTURE EQUIPMENT. Am A A — 2004 CALIFORNIA ELECTRICAL CODE. — 2003 NFPA STD 30A CODE FOR MOTOR FUEL DISPENSING FACILITIES & REPAIR GARAGES. — 2006 NFPA STID 52 VEHICULAR FUEL SYSTEMS CODE. mirNIHIL CLASS 1 DIVISION 1, GROUP D AREA CLASS 1 DIVISION 2, GROUP D AREA NON -CLASSIFIED AREA 10.9-127 FILENAME: _-Iengineers, inc. El 02.DWG CITY OF BAKERSFIELD 3350 scott blvd., bldg. 11 PROJECT NO.: sonta clara, ca 95054 06624-01 408) 986-8558 HAZARDOUS AREA CLASSIFICATION PLAN 4 3/30/07 ISSUED FOR BIDS FAX M8) 986-9627 DATE DRAWN: I I PROJECT NO. 06624-01 3 3/30/07 ISSUED FOR 1 00% DESIGN 0 1 —09-07 THE INFORMATION HEREON is CONFIDENTIAL PROPERTY DRAWN BY: LNG/LCNG FUELING FACILITY MT. VERNON 2 3/7/07 ISSUED FOR PERMITS OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, AM BAKERSFIELD, CALIFORNIA FACIMILE ETC.) OR DIVULGED WITHOUT THE WRITTEN 1 1/12/07 ISSUED FOR 65% PROGRESS SUBMITTAL PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY: SCALE: DRAWING NO.: REV.: — 1--_ L_ REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED APPROVED CT 1/8 ))= i )_Oyp E102 4 BY BY BY A E1 03 SCALE: 1/4 = 1 ' —0" SECTION E103) scnLe i/a ff = r—o" DRAWING NO.: REFERENCE 1z ( B SECTION E103) SCALE: 1/4 1 t—opf 1. EXTENT OF '1i AREA i ACCORDANCE WITH THE 2003 NFPA 30A CODEFOR MOTOR FUEL DISPENSING i • REPAIR GARAGES AND THE 2006 NFPA 52 VEHICULAR FUEL SYSTEMS 2. THE DEFINITIONS OF AREA CLASSIFICATIONS i ACCORDANCE !fix CALIFORNIA ELECTRICAL CODE. CLASS 1, DIVISION 1, GROUP D AREA CLASS 1, DIVISION 2, GROUP D AREA NON—HAZARDOUS AREA SECTION El 0 SCALE: 1/8" = 1'-0" 10.9-127 FILENAME: E 103. DWG =engineers, Inc.BAKERSFIELD Q,Q ESSI N __ 3350 scott blvd., bldg. 11 PROJECT NO.: santa clara, ca 95054 06624-01 �" -7 3/30/07 ISSUED FO R pp BIDS S FAX fsss=ss28 DATE DRAWN: HAZARDOUS AREA CLASSIFICATION -- CURTiS G. T ASH4 PROJECT N0. 06624-01 — 1--05 07 ELEVATIONS No. 1182 3 3/30/07 ISSUED FOR 100 DESIGN Exp. 9 3 08 4p, ELECT. 2 3/7/07 ISSUED FOR PERMITS . THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY. OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION J P M LNG / L C N G FUELING FACILITY MT. VERNON BAK E R � FI E LD CALIFORNIA ��� or ����°� 1 1 12 07 ISSUED FOR c� p ! t pp O % PROGRESS SUBMITTAL MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, ERFACIMILE MISSIONCOFQR DIVULGED WITHOUT RAY UNDO ENGINEERING CO., INCTEN CHECKED BY: � SCALE: DRAWING NO.: REV.: REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED BY BY APPROVED BY CTI AS S H OWN 4 I (N) PULL BOX CNG DISP, --- (N) PULL BOX PB -11 PC-093(STUB—UPS NOT SHOWN FOR CLARITY) IC -093 IC -040A LNG DISP IC -030A PC -091 IC -091 _.. _ _,. _ _r. ..._. _. ................... .... , T t 1 t. ..F # i i 3 r r z } s t t �- PG 0908 IC -090B i IC 010A IC -011A _ _ ; -. PC -030A 1G -090A um Ono* } ! 1a•� woohe j oro sow arso aow awr j ... ...... _.._.....,._. 1i ..__._. �_....._..._...._._._..._,. .._......I, )PULL BOX oPB-1 P1A �PC-04QA 4 IC -060A STUB—UPS SHOWN FOR CLARITY) ! FMSE j i'PC-01 OA " ! M t jj i w _._.. GATE IC -041 A 1, _ _ _ __ __...__._ __ .. __, .._... _ if gg } IC -050A -090A P 020A PG y�'^•J' } 4. ; ;.._..._.._._...._._......___.__..___.._...._.._.__.....__.__.._._.._ } f , ; ; __._ ____ _ ;. PC -092 }' 3 0'`Y r l �� - � f of i 7" E i 5, �,� ..., PC 094 1f ` —092 IC -0 A } 1 PC—060A OOOA gra wet arm sae aar IC -094{ -0_1A t kv," — PG 021A TT" Y c 'i -Y , Y -7._,_ _r _.__.,._._.._5.._(...Y....,_.+_... 4 . Y Y T . t it � ( � i T . . ri .. }t ,. 1. .. '"77 ..II , .. i � _._ .,,.._..... .. ._' .. _._...._.. ....:: ...... _. . _..._, _., _,_._ .. ._,.-.. �.,....., _..,., s ........_.. .._..,_)._.....�_...__._. ... .......,3_...4.._ ._t....__../.._.a....r _.i...._.7...'"_.,.�.t_.l_.A_ ,.,. _....__.. s.._� ... .,._,a,.. _...... ... ..__ .. ...,_. t_.i __s._,_,.. _. •.... l,..l,...i .4..._ .... .. ,.x „_..._ .. .ao as.a .rte sat .rr { PG -1 1 OB,'' CNG DISP.. 0 " 1 PC -041 A I PC -111 B FUT, LNG DISP. t i (N) PULL BOX PB— P5A _ ; PC 110 ,t ors. aow. .®e ,ra wet swam ewr. rrrae , ,ss war .rte aa. as . sa. a.w ®.. sa®� wma PC --111 A E f (N) PULL BOX PB—P5 DRAWING NO.: 9 REFERENCE DRAWINGS: 1 1\_*.\0NDU1T PLAN- LNG �`LCNG AREA 3/32"=1$--0" 3. RACEWAYS INSTALLED IN CONTACT WITH THE EARTH SCHEDULE40 CONDUIT. THE LAST 24" OF THE OF THE HOR CONDUITALL CONDUITSCONDUIT. RACEWAYS IN EXPOSED LOCATIONS SHALL BE GALVANIZED RIGID STEEL CONDUIT. 4. CONDUITS FOR ROUTING OF COMPRESSED AIR LINES FOR PNEUMATIC CONTROL ARE NOT SHOWN FOR CLARITY. CONTRACTOR SHALL PROVIDE O'DANCE WITH THE CONDUIT SCHEDULE, SWITCHBOARDENGINEER'S PNEUMATIC CONTROL DIAGRAMS, AND AS REQUIRED BY THE SPECIFIC LNG/LCNG SYSTEM CONTROL REQUIREMENTS. 0 5 10 20 30 .. -... 5. INSTALL UNDERGROUND SERVICE CONDUIT FROM SERVICE TO 5 FEET BEYOND CURB AND REMAINDER OF SERVICE CONDUIT RUN BETWEEN NEW UTILITY POLE LOCATEDON EAST MOUNTSIDE OF SOUTH ! POINT CONTRACTOR INSTALLED CONDUIT. 6. PROVIDE MIN. 60 $) x60%12" SELF—STANDING NEMA 3R OR NEMA 4 ENCLOSURE DEMARCATION CA PER AT&T!1 CURiIS G. TAWASHI 1, THE DRAWINGS ARE DIAGRAMMATIC AND SHOW ONLY REPRESENTATIVE AND 3/30/07 TYPICAL DETAILS TO ASSIST THE CONTRACTOR. THE DRAWINGS DO NOT FOR ILLUSTRATE EVERY CONDITION. THE CONTRACTOR SHALL PROVIDE ALL ►� MATERIALS NOT SPECIFICALLY SHOWN THAT ARE REQUIRED TO PROVIDE A L o COMPLETE AND OPERABLE FUELING FACILITY IN ACCORDANCE WITH - APPLICABLE CODES AND STANDARDS. THE CONTRACTOR IS RESPONSIBLE Exp. 9/30/08 ELECT. FOR THE FUELING FACILITY DESIGN AND INSTALLATION, 3/7/07 ISSUED FOR 2. EXACT ROUTING OF ALL CONDUITS SHALL BE COORDINATED IN THE FIELD OF C AND WITH SPECIFIC EQUIPMENT REQUIREMENTS. 1 107 ISSUED d a � PROGRESS SUBMITTAL. REV: U U L_7T 4� U U ti d7 REVISION DESCRIPTION: Ld 0 � u N CD _j E DRAWING NO.: 9 REFERENCE DRAWINGS: 1 1\_*.\0NDU1T PLAN- LNG �`LCNG AREA 3/32"=1$--0" 3. RACEWAYS INSTALLED IN CONTACT WITH THE EARTH SCHEDULE40 CONDUIT. THE LAST 24" OF THE OF THE HOR CONDUITALL CONDUITSCONDUIT. RACEWAYS IN EXPOSED LOCATIONS SHALL BE GALVANIZED RIGID STEEL CONDUIT. 4. CONDUITS FOR ROUTING OF COMPRESSED AIR LINES FOR PNEUMATIC CONTROL ARE NOT SHOWN FOR CLARITY. CONTRACTOR SHALL PROVIDE O'DANCE WITH THE CONDUIT SCHEDULE, SWITCHBOARDENGINEER'S PNEUMATIC CONTROL DIAGRAMS, AND AS REQUIRED BY THE SPECIFIC LNG/LCNG SYSTEM CONTROL REQUIREMENTS. 0 5 10 20 30 .. -... 5. INSTALL UNDERGROUND SERVICE CONDUIT FROM SERVICE TO 5 FEET BEYOND CURB AND REMAINDER OF SERVICE CONDUIT RUN BETWEEN NEW UTILITY POLE LOCATEDON EAST MOUNTSIDE OF SOUTH ! POINT CONTRACTOR INSTALLED CONDUIT. 6. PROVIDE MIN. 60 $) x60%12" SELF—STANDING NEMA 3R OR NEMA 4 ENCLOSURE DEMARCATION CA PER AT&T!1 CURiIS G. TAWASHI 4 3/30/07 ISSUED FOR BIDS No. 11828 -0411 3/30/07 ISSUED FOR 100% DESIGN Exp. 9/30/08 ELECT. 2 3/7/07 ISSUED FOR PERMITS OF C 1 1 107 ISSUED FOR PROGRESS SUBMITTAL. REV: DATE: REVISION DESCRIPTION: PC -113 IC -010, IC -011, IC -020, IC -021, IC -030, IC -031, IC -040, IC -0411 IC -050, r ww - —mom sore a® w® aro aar IC -080, ®®ir 0 w IC -070, IC ® .soot as®®®osr -080, IC -090 ors ®®aor..rar ®arra ®®w (N) PULL BOX t PB—P2� (N) PALL BOX PB -121, mom amm_ ._ ._ ._ a_ ._ ,_ _ ...� Now PC -004 i t PC -010, PC --011, PC -020, PC -0211 PC -030, PC -031, PC -040, PC -041, t j' PC -060, PC -090 (N) MCC—A ®7' i 0001 I # i 1 i '000® Ole Tl (N) PULL BOX® PC -110, PB—P4 ®® PC --111 E Ile (N) PULL BOX PB--P4A 00, t 004 E E} i IC -003 }` ? t, PC -1100, PC -111c 't:ps GATE 4' 4.• , t •1 j , >. OPERATOR 1 t_ .MMe 1 1` a sa sa 1�r of o �a ®s a® os rr ®®r srr .ss wr ® 4w o w w0 �r as• �r ess o osr r� TO {N) PG&E MOUNTED ' Jt TO (N) AT&T SERVICE POLE— �.. PEDESTAL, APPROX. XFMR, NOTE 5 (N) KEYPAD TERMINAL 50 FT. DISTANCE. •a m :f TMM4 (N) TELEPHONE DEMARCATION N OTE • PC -007 PC -003 (N) SERVICE SWBD PC -001 C."'.'ONDUIT PLAN -ELECTRICAL SERVICE AREA 3/32"=1'-0" Wsanta ngineers, inc. 350 scott blvd., bldg. 11 clara, ca 95054 FAX (408 986-8558 408) 986-9627 PROJECT NO. 06624-01 FILENAME: El 04.DWG PROJECT NO.: 06624-01 DATE DRAWN: jj"`"'�� (('"'�� jj"''''�� �'j' Ll2—'V�—"V l THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY DRAWN BY: OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION AM MAY NOT BE REPRODUCED (BY PHOTOCOPY, ELECTRONIC, FACIMILE ETC.) OR DIVULGED WITHOUT THE WRITTEN PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY: DRAWN CHECKED APPROVED CT BY BY BY 10.9-127 CITY OF BAKERSFIELD POWER 8c INSTRUMENTATION CONDUIT PLAN LNG/LCNG FUELING FACILITY MT. VERNON BAKERSFIELD, CALIFORNIA SCALE: DRAWING NO.: REV.:. 3/32"=1'-0" E 104 q. 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A ,I � �� ............. r� . i I , I 1 � 11 � _--_��:��, ." - I 1 1 z 11 � , Iq ;o I A- ;, �� rT­ I ( I I I 1, / � � ,��- 1 - ,I - � 11 ` I � ff AGG BASE OWR z ,I , I /.1 I �_ TOP OF CURB ....... I I I 11 - i I I � , �_ wmb� L__j <� I -, Tc i ; I , � I / fx. ; -, " � I � � � - ...... 7 , t y � � ; 'V� 10, 1`r� � ; � 1, ? I `� 12" NA 77W 0 95X � , , / I I I � / HM W&M MUM FREWIM PLM NOTE i I i . � i � � I i � � I I i , Z ,I I � I" i � � � � i � � A 11 7p TOP OF PA WMEN T I � ,I ',A I ,I . , IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE , � � , , , I I _ , 'r, j , � I � �. ; _! i I . I � I � � � L 8A_ ELIMINATION SYSTEM (NPDES), A -NOTICE OF INTENT- (NOI) TO COMPLY WITH THE TERMS OF � 17 I � 1 2w.f 1� _�t_ , r", I � I ­ _"., I _� .. I S� i -1 ! I '�_, , � I � CONC CONCRETE __ q � , I 21 ,I ! ­ i I � - � r -f-'D i 11 1_1� f ,_1 �� , , [�_,) , , f THE GENERAL PERMIT TO DISOiARGE STORM WATER ASSOCIATED iMTH CONSTRUCTION AC11VITY J �11' � I J - SCALE: 1 "' = 20' , , , ,-:? , I � , , . i - ,I � .............. ­ � - i , I � ................. � I . � 4 � �1 � , " � r3l. � ',I ....... . . AfIf A C PA WNG (WO ORDER NO. 92-08-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD i i Ql�l I I f ? - � I ........ I � I � - . 1 !" � ,,--,,,-,, ,I 1 2 ................. 5 1 I I I 0 10 0 20 40 FG RNISH GRA D E a 35' A CIO. 5' CL I 11, I ) I � � V i �(,�`I,,,-,� ­-,� � ....... . . � 11'� --",, �', ----� I I ................................. # AGG BASE OVER IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WTH , 1-1 I , I k / - _1 " ,111. ---"-',," , ........ 2� ; - ,�-o ", i I FS RNISH S URFA CE ................. 12'0 AIA 77Vf 0 95X THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLU11ON PREVENTION PLAN (SWPPP) ­��",: m .1 k", �-Y �',,,, y-, � �,,, 's �,�� r"e BE PREPARED, CON11NUOIJSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC __?�, - _­�` 1_-­� i "' ci CONCRETE CON7ROL JO#VT INSPECTION DURING NORMAL CONSTRUC11ON HOURS. 14- �'� t I L� � 0�'! ________ _______ EJ CONORVE EXPANSION __ ANT . — .__ — � � _��_ I . F11 FNAME: ';�Z�,:,�i�,,�,, '44,�,,,_,­,,,,i_",-,. ­ -, __ -��;;��,)"",�,/,-,,,,"",-''-, _1,7, It Ir , �, ��,�, �� I , , "' I 1��11 — ___ %-I &.1 I 1u. , ­�,5� -1 ", __ I ''I - � ,,�',;, ,',-�' � , , , b t; '"I'MI) I 11 " I _____ ,�`, -,-,�"�,�,-",�-�-�-",,'��i',,�'�-��- R A Y M'ru'r N D j 0% '61,0_ _'­ - I CIT ro.r L � , " ­_­ - ,­ : , , " ­ "INEERING PROJECT NO.: � __ _", - , ,z, ,�,;�,�,,�,,,(,'d - :_ _:­ � - '11�� � 1�, E 3/14/08 ISSUED FOR BID RTS �,_,, I , , , , — ,,,,,, , , �� � �", �, ENu �r�-`,f� - ,,, , "-'j", i � " ,�'_ " , "' --- — - I I ", ,�_ ,,__�� ,�-,�, 1, 1$,,-�'-,�_' " _7,;""" ,�% � I _ - ­­ 11 � , , , ,, "' ,,- ,, "', ,", - ^11 r , '', - I I I ; , ,,,, —083 /, ,� 1�1' "�� I ,,,, "" `,­� 1. 11 NCRETE LOADING AREA RTS CUMPANY, INC. 06 , , , , I '_ GRADING PLAN , �,,� "', -1 ��,:,, , I " I �, '' , 11-1 -1 - _ i 1, I � 11�, --- —____ I I - rl:,i;,� �� � . 11� "�.11: �� ,,, I WALNUT CREEK, CALIF. 94598 11 ,I �, I 1� � - " - 1 11, _e 11, DATE DRAWN: I ­­�_' , - 1 11 '' , -- --,, 4 2-14-08 ADDED SUMP CONCRETE CONTAINMENT , _ � ­, , — �,',�i '11, 11 I 11 '_ 11. 1 �s �' — f- " � ---­­--------­--- __ 11____________ _--1- __ -11 - _______ __ - ------ I 71 1.�r, I �, I ".. , �,�,l ­'�,,� -��, r- " ,''��, 4 "'t '', _,,_­�, � ? �', L- ,, - )� � , �j , " ',_ - " , " 3 ,3/, /� �, '­ d'�A, , , ,,_� C 3/30/07 ISSUED FOR 1 00% DESIGN ,� _ ", 1; I A&socm - ,� ��_ " ly , �,' — __ ___ _____ __ - - - - - - I 'THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY' DRAWN BY'. CILITY MT. VERNON , " 11 't " " , "' " wo MEW - cw efw*nw 0=7 ,,��'s, _,", , 111"I"i 1�% , ` 'HIS INFORMATION -11 _�"", �­ I I , I I `�, ,_ I 1,-, I/ -�11", OF RAYMUNDO ENGINEERING CO., INC., I , , -, , -, ,,� �� , � " V, ,,� ,,,,;- ,,,�,,. " , - � , , , - , , ,-, , " - 20M *EELM COW - SAXWOW,, CA gm ,.t " - , , - 3/7/07 ISSUED FOR PERMITS ", , I ,�, " _,:,%; ''-, " , �'i 2 (BY PHOTOCOPY, ELECTRONIC, RTS BAKERSFIELD, CALIFORNIA (W) 834-4814 &M-072 FAX QN,"-, ","'!"", - ,­­­"­ " "I � ...... ; . . ...... '-,,'-�� '' ,`,�� MAY NOT BE REPRMCM t,, `d, r��', , � '� �, � �' f'.,, " - , ", - ______ - — — � I 08-M I I �, - "� , " It-kii'll�', -, 1! �, � � �,�,, ,,, -,� ,, , "I " "' - ,�� ,,,, _,,,�e,, --- — , ___,,� FACIMILE ETC.) OR DIVULGED WITHOUT THE WRITTEN - __,";_ _',, `� __11_�_", ,_"�,,i_ 1 1/12/07 PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY' SCALE. DRAWING NO.: REV.: ", ;�,_­�,n_'S, -, 4�' ,", _;? I I I a 1 -4-0 r — I I d-4 -9 -1 —_ - .11 -,,,,- - I - - � . REFERENCE DRAWINGS- 6 REV- DATE: REVISION DESCRIPTION- DRAWN I N APPROVED RTS 1 I$ =20' , 11.0 E [ I , BY BY I I I I . � 10.9-127 t ALL MWG SWL cawaw To THE aTy ar fiAmomm =NANCES A NO STANDARDS P&TA04W HREM (CBC 2001) AND MALL BE -W&MED AS D"iffl?M GRAaW AV AWMANCE WTV aTY OF MO?9MP ORVIIVAACES CHRISTY U21 CATCHBASIN NTH CHRISTY H20 HEAVY DUTY EXP. JT. EXP. JT. 2 7HE &ES/W OMM? &VAU DOUSE Y -MMT SL*VWSORY CWffla DU%W WELDED STEEL GRATE, OR APPROVED EQUAL. GRATE AND 24" FRAME SHALL BE GALVANIZED AFTER FABRICATION. A.C. PAVING GRAW AND CONS71WWN 70 INSURE CaWVANCE WhY HE PUNS, WUMADOW CONCRETE WALK, t AND CWE WTHW 1#S PURVIEW WHERE OCCURS. R=1/2" 2"' J W SOK DVG#M, DE90N DVhM, AND &NiM 01MCIAL SHALL BE MOM70 --------- A.C.PAVEMENT 46 HOURS PRIOR TO AfAaW ANY MA IMAL FINISH GRADE A -H - CLASS B CONCRETE FLOWUNE 97E OMTONS DOW THE C"X OF MMUCTM OF ffS A90107' OF WifFR_\ AA=W SAFE7Y OF ALL P&SOIVS AND FROM7Y, THA r ffS A6=W"T.WAU 04 - c*4 4 M=1" � a . . 2$ APPLY COVAIRVOUSL Y AND NOT BE LW7ED 70 NUMAL, #MW /Oft AND THAT nE co F COWRAcra? qwL WW, #MWY, AND HOLD THE ONO?, ARaffCT, AND 7HE T - AGGREGATE BASE A T 41 . &MM HARVLESS FROW ANY LIANUTY, REAL OR ALLEGED, N COAM0770N WIH �ji TIE ftWOMANCE OF VWK ON ffS PRMCT, EXCEPTM FOR LIASUTY ARW COMPACTED SUBGRADE EXP. JT. RW W SaE NEaJQWCF OF #E ONOt ARaMECT, OR #E aWM. CONSTRUCT CONCRETE APRON ALL EXP. JT. A L CL. 2 AGG.BASE AROUND WHERE C.B. IS WITHIN 2" X 6" CON COMMON GRADE REDWOOD---- PLAN MEW 5. W GRAWO CaWRAC70R SHALL COVIACT ALL COAPAWS WIN UAVD?OWND NOEL A.C. PAVING, OR CONCRETE GUTTER. 2" X 2" X 12" REDWOOD STAKE—A/ REMOVE EXISTING CURB GUTTER FLONJNE OF GUTTER so FAOVTES PRO? TO 8MMM CMSnWC770Af AND N9lifY THE LOC4 WN AND AT 48" O.C., AND AT JOINTS. AS REQUIRED TO CONSTRUCT NEW W7H OF ALL UNV0?MW FACILIZIES, MUDhW UEPHW, aECNIC, W917M DRIVE APPROACH. C-4. 7EXP C1 Al A, It, CURB CLASS -B- CONCRETE (5 SACK) 01 F XN MV?, Ut AND GAS WES 7HE DMAM? ASSUNE5 NO RE"MWTY FOR NON -COHESIVE BACKFILL, EXPANSION JOINTS EA. 30 COMPACTED TO 90%, BORED LKS NOT AWA TED ON THE RM OR FOR WOMA TOIV 091AINM FROM WEAKENED PLANE JTS. EA. 15' 14 REBAR 0 24 o c. OUTSIDE SWfiaS (USA I -&V 642-2444) POUR ON COMPACTED SUBGRADE CCONTTINUOUS RUBBER WATERSTOP (TYP.) EA. WA Y A T MID -DEPTH 61 6. 7HE GRADW COWRACTOR VALL BE WgWSKE FOR 6RAW ALL AREAS 70 + OR - 12' o io FooT F AN Am "" BE FovAo To sE mow mm a to FooT ouT oF I Ta&MCE ArM? CaWACnW AND ACCEPTANCE OF WAWiG, 71E 00NIRACTOR 91AU SECTION A -A REXO?N AND CORRECT THE 6RAONG AT NO COST 70 #E 0MV. 7HE BtWXM PAD --- r2 i mAu w GRADEo To +/- ao5' e% 1-4k ri 6 (-."-cj/?B & ER z CA TCH EA ShV RED WOOD HEA L)Ef? le 4 CONCRE �?OS Z THE COWRACTOR SHALL WA7ER AS REa*VM MW THE 6RAawG aomnow LE 0 S �QEAIN 70 WW9VT INE OCC1JfiR9VCE OF A DUST RUSUNCE AND ShALL PROTECT CUqBS AND OThV O&ECT5 W#01 ARE TO REIIAW. DUST CaVIRCi. ShALL CaWORM 70 THE SAN ci 11 c 111 c 111 c 111 JOAQVIV VNJ.EY WFAED AIR POLLUTIOV CaVTRa DISTRICT REa" 77OVS & DMA VA 770N - EXCA VA Hav MALL C011SIST OF ALL D0 VA TAW NK7L V�D N G?NWG nir mma As -wow ojv mE PLANS, vapr ANY DmA vA noN sEPARA In Y MACHM TED AND FAV AS A I MORTAR SHALL CONSIST OF ONE PART PORTLAND 26W SWAM CEMENT TO TWO PARTS OF CLEAN, WELL GRADED PRECAST REINFORCED MANHOLE SEC71ONS SHALL BE SEE DETAIL We 25W 9. MAWAINIS - 61MANMAENT CWflW7kW ShALL OXXT OF CaVS7RUCAM CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS 101 6WAWMDVM )MCLUOM 7HE PREFARA TW OF AREAS FOR W#CH ThTY ARE TO BE ALHAMBRA FOUNDRY 22' GALVANIZED FRAME & COVER SAND. OF ASTM C-478, CURRENT EDITION. 1w PLACM, W CWSMUC71aV OF DMES WW OR OU79W 7HE CONSMWAON AlaEk # A-1530 WITH TWO 3/4' STAINLESS STEEL SOCKET HEAD JOINTS SHALL BE FILLED WITH MORTAR AND NEATLY INSTALL STANDARD GALVANIZED STEPS 0 Ir FRAME 7W PtAaW AND MWACM0 OF APPROVED MA MWAL W7hW 7W C0VS7W7KW SET SCREWS, (SET OPPOSITE AND FINISHED FLUSH) OR EQUAL. RAKED OR WPM ON INSIDE OF PIPE. SEE NOTE 8 #4 #4 @ 18' ON-CENIM. F MANHOLE DEPTH E)(CEEDS 5% 1 ARFA WERE WMIX&E MA TERIAL HAS BEFJV ASWO�W, AND 7HE ALAaW AND T 1- 112$* POUR V SQUARE CLASS *fr CONCRETE COLLAR, COMPACW0 OF EWAWAMT MA IDW IN HOLES, PIM AND WNESSMS FOR 7HE # 4 TOT. 4 e IHICK ��2 CLEAR DETAIL wAw CW7WC170N OF fWA~VM PWAMW SUS-CRADE AT 7HE CRAaWO RANE, R=1/4' 6" LAM COVER "STORM ORM*. '11 MORT&R. WW~X 70 #E Q?" M&MX, MW WCESMY PLOMNO OR 800ft F_ 2e OIA. DRYPACKED THE TOP AND BOTTOM JOINTS OF THE LOWER MANHOLE 32W 0 SECTION SHALL BE SEALED BY A KENT -SEAL OR ALL FRAMES AND COVERS SHALL BE TOUGH, GRAY CAST SHOW ON THE PLANS AND AS DMECTED BY THE BYGNEER ALL 06ANKMDVT APPROVED EQUAL IRON, FREE FROM WARPS, CRACKS� HOLES, SWELM AND MMUCTON SHALL BE CON900W AS MUDED N 7W CaV7RACT PRICE PAO P& SECTION A -A COLD -SHOT AND SHALL HAVE A %10RKMANLIKE FINISH. f-cr 0. MANHOLES INCORPORATING PLASTIC PIPE SHALL BE aW YARD FCR ROWSMW AND PtAaW 7HE AA )MAL OR C2VS7RUC7WG AS -A CONSTRUCTED WITH WATERSTOPS IN ONE OF THE CASTINGS SHALL CONFORM TO THE PROVISIONS OF THE bWAWMDVT, AS W CASE MAY BE, AND NO AWTIONAL CONROM WN KL BE A A TT TsamErs J.-cr 1- 0. 3e #5 @41 R=3s FOLLOWING MANNEIM' r PATTEW LET7ERS, SPECIRCATIONS FOR GRAY -IRON CAS71NM SET4AL ALLONED FOR SUCH MW 2 14* 1. MANHOLE COUPUNM PROVIDING ELAS7O1METRlC DESIGNATION ASTM:A4%lotest re"on). CLASS NO. 30B. w -4 - I B GASKET SEAL GROUTED INTO MANHOLE. ALL FRAMES MD COVERS SHALL BE TESTED FOR ACCURACY 10 NE WW aMCM AfROV MALL BE N ACCOVANCE WN AE SIXAVARD I ­\ DETAIL A —4W 2- FLEXIBLE 1300T OR REM O-RING OR GASKET OF FIT AND SHALL BE MARKED IN SETS PRIOR TO DELIVERY. qnmAwNs oF wE sTATi* oF "am DiPARziff r oF nmwwTAnov 4# 4 4 j—#4 TOT. 3 11-1 WATERWOP GROUTED IN70 MANHOLE WALI_ DA TED Ak Y 199Z ASWAR AS W SAAE NA Y APFE Y hV ACCOWANCE WTH 71E 3. PRECAST MANHOLES WITH CONNECTION PARTS A A THE SEATS OF FRAMES AND BEARING FACES OF THE COVERS NOTES HDMON. #V CASE OF CaWWT WIN THE STANDARD SPOCIRCA TONS AND ANY AM ELASTOMETRIC SEALS PRECAST INTO SHALL BE MA04INED FOR A SMOOTH NON -ROCKING FIT NOTES hffaV, 7W NOTES hE1?EaV WALL TAKE PRECEMCE OW? AND BE USED IN T aAw *A7 4� MIN IN MANHOLE WALLS. BETWEEN THE TWO CASTINGS LEV OF SUCH CaWUC7NV0P0R77M SAID WCMA ?IONS WALL APPLY BUT NOT 0ONCRM-1 __v 4 i�+� r BE LUIED 70 W FOLLOMM.' L #4 0/0\ uo> L#±4 T A ME CAS71NGS SHALL BE THOROUGHLY CLEANED AND DIPPED L 1TSNRMVAtTjA -DRYING, JET-BLACK ASPHALTIC COMPOUND SA(X CH j TWICE IN A QUICK TO PROVIDE A PROTECTIVE COATING. A) ALL CaVOWT MAU BE CLASS OB" U2W W V 051"T, AS N AXMAAa J ROFOAT E ! v WIN SEC776N 90 AND MALL HAW AT LEAST 25W PSI CMWS51W STROWTH ALHAMBRA FOUNDRY A-3904 DfILL--a THE NAME OF MANUFACTURING COMPANY SHALL BE ON THE A T 28 DA YS, t WS S 0 MWSE SWORE D, 1/04 TJ REINFORCING STEEL, 3 1/2x3 1/2'xl/2' CURB 1W SELF DRAROG UNDER SIDE OF THE COVER. <SEE PLAN VIE ANGLE OR EQUAL NOIL- P.C.Q SLAB NOT TO BE 8) AgWAt W CONCRM 9MLL OF TWE -A - COARSE WADED, 314- MAAW — Tn R�F_ BLW M HOLE MANHOLE FRAME SHALL WEIGH NOT LESS THAN 120 POUNDS D (LEMTH "W"-61> __Tj f-9 Ile POURED UNTIL PAVING FRAME OR MORE THAN 250 POUNDS. THE COVER SHALL WEIGH NOT AGOWGA 7& AND WWA M Y 00 NIH PG 64- 10 AgWAt 7. ELAN F_ SECTION IS IN PLACE. PLAN AND COVER MANHOLE LESS THAN 120 POUNDS OR MORE THAN 200 POUNDS. 11. 4V 7HE EMNr C0NST9UC1XW STMW BASED aV MdVTOSH & ASSSOCI47ES'FLANS, MANHOLE COVERS SHALL HAVE A SELF -DRAINING BLIND A. ADJUSTING NUTS TO BE PICK HOLE OF SOME TYPE. DRANINGS, OR OW DOCUMBVIS' IS PERFORMED BY ANOTW F#W, AMTOSH & TIGHTENED AND SECURED AS=A ES MAU BE MW HMUSS AND RIMSED AIM ALL LIAWrf ANM G_ G'UNE f ROM W USE OF SM AANS� M WA" a? Ofilff M&UTS 'god. IN PLACE WHEN ANGLE 0 2" IS IN PROPER POSITI13N MANt'110LE W1 E"CENTRIC (u 14" �4 12 MdVTOSM & ASS" TES -91ALL NOT BE RESPOAME CR LIABLE FOR UNAL17HORAD v R I'xI6' SUPPORT DOLT c 111 ChoINGES To, a? USES 07, WESE PLANS ALL OfMGES 70 MSE PLANS MIST HE SEE DETAIL B I DIA. HOLE WHEN WITH HEX NUTS APPROM, N #W77NG, BY MdMTM & ASWaA 7ES # 5 @4' SUPP13RT BOLT IS REQUIRED (SEE NOTE 5 & 6) 6 Moe ANQLL: DETAIL IJ ALL GMANG ShAU CWORM TO 7W RECOMMDVA WVS WNTNNM N, AND MADE A C. CURB ANGLE, SEE DETAIL PART HWOF, 7W FROWARY SOIL REPWT PREPARED BY AWYO & MOORE THIS SHEET HIGH CHAIN LIW FENCE WT14 6' x t2' INC., PR04ECT NO 401246001, DA TED DECOWER 1, 2006, PILED 1QE0TE0W#X E VA t UA TIM LW/OW Ma ING FA C1 J T Y, BA A V W W, "aWA, CONCRE7E7 CURBING, 9 -GAUGE FABRIC AND ALL AMM&S ffffW. N CASE OF A REDWW SLATS AND POSM CaWUCT BETNE55V 7HE PLAYS, SPECOCA M AND SM R6CMqWA M NE O.D. 6w VARIES maw SnWGiWr ROOURMEWS ShALI. TAKE PIECEW" NIIIES, (FOR PLATES R-59 & R=6 )i UNE 2375 COINER 2.8750 14 UPW COWWW OF WMW MD WORE 1W SrART OF CONS7RUCnaV, A f NAL GA TE 4.0000 SOES REMT SHALL BE PREPARED BY THE SOL ENMER. BRACES 1.25" SEE DETAIL A 1. ALLcoNcRETETa BE CLASS A 6. WALL THICKNESS, T---6" EXCEPT, FM REIWORCM ARIAM PIPE H > 8', T=S' W > S', T=S'(FR13NT & BACK WALLS ONLY) TOP OF CUR& 22!-6m 15 YE ML aMffl? WALL RE" ALL DfC4 VA IM PRIOR 70 a4ONXING AND H 2. WALL REINFORCING NOT REQUIRED WHEN H=S' 13R LESS OR THE D > 81, T=S'<SIDE WALLS ONLY) 'clu ABOW RNISH GRADE LOIWST INLET GUTTD? ajjo GUT7FR SUL BE A107M OF ANY 17EIf 8X0W7&M DMWG 71E &MAfG OFM WNS + 0 FLOWLINE 0 UNSUPPORTED WIDTH 13R LENGTH = 7" OR LES& WALLS EXCEEDING 7. LOCATION OF FRAME AND COVER TO BE DETERMINED BY 12 Od I" FREEBOARD A 71ON OR TOP —12'. OR AS 7HATUGHTAFFECTFOUWA770V STAWTY SO AFCOW"A77WS CAN BEMADE BY THESE LIMITS SHALL BE REINFORCED WITH NO, 4 BARS AT IS' 0 SHOW 2X 1-1ELEV 2Z W0104 71E SM DVGNEER. THE ENGINEER OF SAW ROUNDED, R=WALL CENTERS PLACED I I/e* CLEAR TO INSIDE OF BOX UNLESS THICKNESS OTHERWISE SHOWN 8, CAST -IN-PLACE 13R PRECAST ALTERNATIVE IS OPTIONAL 6 -- ------ L ---------- i ---------------- 16 MFM70 f U MA TMA SMW CMISSr OF ESSENWALL Y W41WUR, 9L TY SANDS t___1 W -------- -§E- s Vag - WA -FER - 3 0 wF-A ciz ------------ L WITH CONTRACTOR, SEE SECT113N 51-1.02 OF STANDARD L _� .1% 3, ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER L k WIH LOW DPAN9W P07BV77AL AND FW OF GRA= HMS� ROCKS LARM 1HAN SPECIFICAT113NS 6j STANDARD DISCHARGE FABRICATION IP ______j S7RVC7VRE INV #OES AV DIAMM, DOM AND SOLUARE SIAFAIES IN EXCESS OF 10W #4 BAR 12- O.C. E/ PARTS PD? A#WOAf A#W7ED FILL MaW CONTAW SUMMTSIL T AND CLAY 9. THE MINIMUM 13PENING SHALL BE 3.5 FEET. MM rO RW& M STABLE IN FOO71NG TRMES AND CAPABLE OF NAWIAWW 4. SUPPORT DOLTS SHALL BE INSTALLED WHEN LENGTH OF OPE141W EXCEEDS 7-V AND SHALL BE SPACED NOT MORE THAN 10, THE DEPRESSED FLOWLINE SHALL BE TRANSITIONED IN 6 FEET BOT70M ELEVA 77004 SAMM LZEV4 TON TOL&AACES DMG FA WG OMM TONS A*vWTED SCkS 7-V D.C. AND NOT LESS THAN 5'-V O.C. ON UPSTREAM SIDE, AND 3 FEET 13N DOWNSTREAM SIDE OF ShOUtD ALSO MffT W CRI - THE INLET, PLAN —A 1. A I A 5, WHEN STRUCTURE IS LOCATED WITHIN CURB RETURN, THE CURB -SEC TION A A MAX" X FASSW RX SEW .......... 50 ANGLE SHALL BE FABRICATED IN CHORD SECTIONS OF EQUAL SECTION T LENGTH NOT TO EXCEED 4 FEET WITH ONE SUPPORT BOLT AT 12o MAAWW DOW L4#T .............. 40 EACH ANGLE POINT. WHEN IWI=51 THE CURB ANGLE MAY BE MA)WW msivarr #ffx ............ 14 6 D FABRICATED STRAIGHT D ~M R- VALLE ................ 50 F 70P MAN" DPANSW #ZU fPfR 1997 SECTION A -A U90 STANDAW 18-2) ............... 10 PSF 1Z alARM AND MMW - R010OW ALL DEBQS� SUal AS MEW, ffMW, BROAXN COWT& W6r1A AW, OW B1WFWA0A8tE SUWMar., AV WMrME Sat A CATCH r-1 SIN A A FROV AWS TO BE GRMM WSWIABLE SOL IS SM 7M4T, N TIE OR#XN OF r5 T YPE /4 5A RE W&W Off xm Sol fh%viml a? ow Is NOT comh*-"r ML '7-1 1 1—% 1— TO WPPORT OW SM OR SZIWW,1� OR A7 SA TISFACTMX Y PD?FORV MY 07W 7 UU LET TP/ Ir WE I RW77OVS FOR MON 7W SONE IS hVMM Ciii CAPACITY 18, Afi&S TO RE&ME RU SWAL BE WAIaM DOT BMWS� MOUWT 770 AfFAR c 111 2.' 1 OPWW MOISAIR& AND UWORK Y COWACTM 70 A T LEAST 90V OF 71E MAWN 10 DBOTY PD? ASTM DM7-78, MLESS OMWWZ NOTED. 4q)* 19 aGNaW FILL MAIL BE PLACED IN LA YERS NOT fXCEMM SGHT INCIES N UNCAWACMD ffa(AfESS AND COMPACED 70 90Z OF TIE MAAM DDV9TY PD? P.C.C. PAVING JOINI NOTES- TOE AS7M D1557-74 UNLESS SPEOFIED OTHERMSE. 20 COWRACIUR TO HNIFY WN90W AND EUYA?M OF 06TOW ORROVEAAENTS /Af ELASTOMERIC CAULK SEAL 1. CONTROL JOINT SPACING SHALL NOT EXCEED 1rx12'. AGAINST BUILDINGS 20* THE RaD WORE PROCfMW WAY #W ANY DSWANOES IHA r KL AFFECT 1/2- EXPANSION MATERIAL Z JOINTS SHALL BE LAID OUT TO FORM SQUARE 77E-fiVS TO MING IWROWWWTS MALL BE BROOGNT TO #E A rZENZION OF #E PANELS. WHEN THIS IS NOT POSSIBLE. REC- ENGNM BITORE PROCEMM W7H ANY MW. TANGULAR PANELS CAN BE USED IF THE LONG DIMENSION IS NO MORE THAN 1-1/2 TIMES THE 7op 14' Da)BLE GA 7E7 21. STRUCAIRAL PAD PREPARA71W. D66AVATE EARIH MATNALS 70 A WNUV DWIH OF SHORT. FIVE Fff T BELOW EVSTNG WAA& OR ThW FEET BELOW W BOTTOM OF F007#AZ. 3. CONTROL JOINTS SHALL HAVE A DEPTH OF AT LOT UNE WNCIEWR IS DEPER. SCANY 7W 8077OW OF EXCAVAMV 12 INCIa M01M TO SOFF-CUT S4W JOINT 118-W.014 DEPIN OF SLAB. SAWNG SHAU LEAST ONE-FOURTH THE SLAS THICKNESS FOR CONSTRUCT 6*'HIGH CHAIN LIW FENCE WTH ALEAR OPR" MOISAW CaVMVT, AND RECWACT 10 90Z OF 7W MAMM DMTY PER BE COMPLEND NO LA7ER THAN 2 HOURS AF7ER SAWCUT JOINTS. CONTROL JOINTS THAT ARE ASTM D1557 LAW173OF OMUCAVAZICIN 9VAL1 DMD 5BE-MND DMOCR FOON= RNAL RNISH A T E4 CH CON 7ROL JOIN T LOCA 770N, &I T HAND TOOLED SHALL HAW A THIN, RIGID STRAIGHT CONCRETE CURBING AND REDWOOD SLATS OR SOONER 7HAN 2 HOURS F WE iWGHT OF 7HE EDGE INSERTED FOR A L41NIMUM OF ONE-QUARIER EQUIVALENT SOFr-CUT VW AND RIC OPER4M? CM CUT 7W THE SLAB THICKNESS TO SEPARATE THE AGGREGATE 22 PA WWMT ARE4 PRIPAR4 710k SM" TW W INCHES LWOW THE GRAONG PLAN& RAIAL F7ANW FU &ONTS WTH AN EPDXY JOINT EXPANSION JOINTS AND CREATE A WAKENED PLANE, AND NO LESS MOISMV TO NEAR OPWW M01SW CaVTMT, AND ROWACT TO 95Z OF THE SEAUNG CaNPOUND AFTER SLAB IS CURED. AN ONE INOi DEEP. THE TWO PARAUEL EDGES SUMP PLAN 114 SCALE-- NONE CREATED SHOULD THEN BE TOOLED. AAAVAW DDVTY PD? ASTM D1557 MORK 70 LAES TW FEET BEYOND Thf 114 DEPTH OF SLAB 4. EXPANSION JOINTS SHALL EXTEND FAMMENT EDGES THE FULL DEPTH AND SHALL BE USED ONLY TO 21 AN OPOV STWT PM#T ShALL BE OBTAWO FROM 7w aTy oF sAmmm FOAM BACKER ROD ---"I ISOLATE FIXED OBJECTS ABUTTING OR WITHIN THE LEGEND PUaUC 01OWS DEPARAeff FOR ANY WW PbWaWfM W#W DffSW ACCEP70 PAVED AREA. STREET fiMT-OF-WA K MESS WaRM BY A SUWW9ON AWEUENT, WaWff ASPHAL T PA 14NO stol-pr 5. JOINTS SHALL RUN CONTINUOUSLY AND EXTEND TOP - TOP OF CURB BASED ON AN APPfiOWD DV01NffRJvS ESWTE FOR THE WW PEWaW" WThW W -r'NOL JOIN THROUGH INTEGRAL CURBS. JOINTS CAN BE FIG - FINISH GRADE' RIGHT-OF-WAY AND NSURANC& AS REWM, VALL BE PROWDED PfiW 70 ISSUANCE SAW JOINT ("cON77m 112s# R TERMINATED AND OFFSET AT EXPANSION JOINTS. OG - ORIGINAL GROUND OF A PDWT 6. ADJUST JOINTING LAYOUT SO THAT THE JOINTS 24. F 7W PRMCT IS SMECT 70 AW FROWWONS OF 7W N4 770NAL POLLUTANT W1LL LINE UP VATH COMRS OF THE STRUCTURES. DISCHARGE BAWA I/aV SYM (MVa), A JINOW OF INMVT? (AVI) TO COW Y \�"REAR CONCREIE RRE APRON WIN W TD?MS OF IHE 019YERAL POWT TO DISMARGE STaW WA 7ER ASSOCIA Im AC PAVEMENT SHALL BE PLACED AFTER WTH MVSMW17aV AC7IVFTY (W CRM NO 92-08-DNO) MUST BE FUD W7H W CONCRETE PAVEMENT IS IN PLACE. STATE WA ZER RESOWCES CWM BOARD hV SAOMAENTO aEOFRE 7W BEOMW OF GvNCREIL L lu" N T, Lr )-*E TA/ L S_ ANY WNSA9UC7KW AC7M7% COMPUANCE WIN 71E GENMAL PERNT fiSQUIRES nVAT A STCRM WA 7ER POLLU176N Pff MV7kW ALAN (SMDFP) BE PREPAMM CONWAUM Y ciii ASPHALT TO CONCRETE JOINT CMW OU r, AND At WA YS BE A VA&A&E FOR PUSUC INWOBON DUAW NORVAL, CWnW7M HOM SCALE: NONE SUMP DE LA IL 25. AN 0" AWT IS WOUM WEV NON&EV MW 00? mwafS DfV:V? WN ci 11 f 7W FEET. W Ma? TO CON"= aWSRVCW CWn?AC7OR SWALL PORaE ALL U7#JTY CROSSNGS 7HA T KL BE AFFECT 7HIS CONS7RUCMV, NaUDING WA TD?, SEWN, AND STaW DR.41k, 70 DEOWNE F ANY U7#JIY cawucTs DOST ANY U7NJTY COAFUCTS MALL BE BROU6WT 70 THE A M77aV OF 7HE DVMM? SO INA T DESIGN CHANGES COIN BE MADE PAYOR TO ME START OF CONSTRUCAM. FILENAME - REFERENCE DRAWINGS: 4"", -'IT 'IT ,5 0 "A'"E"a""IELD" NA I M U IN VV ENGINEERING o PROJECT NO.: —083 E 3-14-08 ISSUED FOR BID RTS Comi AN INC. 06 WALNUT CREEK, CALIF. 94598 GRADING DETAILS DATE DRAWN: Z,� D 3 12/08 CONCRETE JOINT DETAIL RTS 1/12/07 lax C 3/30/07 ISSUED FOR 100% DESIGN DRAWN BY: LNG/CNG FUELING FACILITY MT. VERNON UM IR&W CK DOMM 0 2007 THE INFORMATION HEREON IS CONFIDENTIAL PROPERTY 2= ViMM COW - BAIGRZOA CA 9= OF RAYMUNDO ENGINEERING CO., INC., THIS INFORMATION 2 3/7/07 ISSUED FOR PERMITS RTS 0 MAY NOT BE REPRODUCECI (9Y PHOTOCOPY, ELECTRONIC, BAKERSFIELD, CALIFORNIA k, j 834-04 &M -On FAX FACIMILE ErC.) OR DIVULGED WITHOUT THE WRITTEN SCALE: DRAWING NO.: REV.: Q,_ PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY: 06-M RTS REV: DATE: REVISION DESCRIPTION: DRAWN CHECKED APPROVED E BY lay BY 10.9-127 10.9-127 f ASPHALT . N t x iCONCRETE CONFORM TO THE PROVISIONS IN SECTION 39, " ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND ` " PROVISIONS. PRIOR TO THE ADDITION OF ' ` BINDER, COMBINED .AAGGREGATE FOR . A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SEC11ON 39-2.02$ AGGREGATEO" OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, COARSE GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED I BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR *ASPHALTS,n IN SECTION 92-1.02(B), -GRADES," OF THE STANDARD SPECIFICATIONS. MEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SEC11ON 39-2.02, "AGGREGATE'*, OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE i #' THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE IETERMINED BY THE CONTRACTOR IN ACCORDANCECALIFORNIAii 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL !. APPROVED i! AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT :-OLLOWING FOR ENGINEER'S REVIEW AND APPROVAL— A OF AGGREGATE A ASPHALT B. WORK i i' TO THE REQUIREMENTSOF i "AGGREGATE,- OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVAI ENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH #sY' .LABORATORY RESULTS # DESIGN IS BASED SHALL BE SUBMITTED DESIGN ALONG THEORETICALDENSITY OF DESIGN MIXTURE AS DETERMINED . ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SEC11ON 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT l SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON—PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, SUBGRADE,- OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA PAINT ! * j BEEN APPLIED !!i SHALL l♦i CLOSED it PUBLIC R R CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SUITFACEi\ It: UcIITS OF COUS 1 Ilii 7'AVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE �NTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHAH BE PLACED AT ROAD CONNECTIONS AND ""RIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND AAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY - A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. STEARATE rR SUBSTITUTEDPARAFFIN. iN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 i# PAVING O' r xi i A MANNER A LAYER ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO' TRAFFIC.i OF EACH WORK DISTANCE j i i LAYER OF ASPHALT iR ON LANES PLACEDSHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE ALONG!• ! DROP—OFFS ON EACH LANEAND ALONG ! l DROP—OFF BETWEEN ADJACENT LANES. SUCH ADD111ONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE FLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVINt OPERATIONS s.. ASPHALT CONCRETE T r_. D TO A MINIMUM 92 PERCENT OF THE MAXIMUM BE THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN—PLACE DENSITY SHALL BE 11ETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. PF THE IN—PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT C0. GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL ltf ADVISED THAT THE REQUIRED RELATIVE COMPAC11ON IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH,! i NEED ADJUSTMENT.!CONCRETE q,PREADING OPERATIONS SHALL N ! R.A# iT CONTINUE UNTIL THE CONTRACTOR NOTIFIED SPECIFIEDENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE RANGE, A ASPHALT A L• REPRESENTED Rr • THAT LOT SHALL REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN—PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPAC11ON IS EITHER LESS THAN 90% OR MORE THAN 967k THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN—PLACE ii # ! R DENSITY THE CONTRACTOR SHOU# BE AWARE OF AND STORM DRAIN MANHOLES AIAV - ! L e :A t SURFACEIF THE FINISHED ASPHALT !i DOES # SPECIFIED DRAWINGS:SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. REFERENCE A,,_Q.'_.__.'__P._AVlNG TESTING NOTES: (CONT.�",, :6'jP7-39.01 IF ABRASIVE GRINDING IS US- TO BRING SPECIFIED SURFACE TOIERANCES, ADDITIONAL BE PERFORMED, AS ENLARGE GRINDING AREA SO THAT THE LONGITUDINALOF ! i 1! AT 1 CONSTANT OFFSET FROM, AND ARE PARALLEL TO. THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS i A SHALL !, i RECTANGULAR iA• #A OF UNIFORM i A C APPEARANCE. :ri A R , A w A GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF 42-2.02, OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO AH FINISHED ASPHALT SURFACES .ADEVELOPER'S EXPENSE. # i ; SHALL EITHER REJUVENATING I AGENT V ASPHALTIC EMULSION t BY THE ENGINEER. STANDARD NOTES 1. ALL IMPROVEMENTS ii i s BE IN ACCORDANCE .s. y REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHAH BE #' E .,! OF D-11, ! ! D-14. i, INSTALL3. ': AND GUTTER, PER C.O.B. STANDARDS,ON ALL STREETS UNLESS OTHERWISE 4. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4- BELOW PAVEMENT GRADE. 5. UNDERGROUND i SERVICE ALERT ! CONTACTED i. LEAST WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 6. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT.#R ANY #! DPERFORMED"THINEXISTING ACCEPTED STREET RIGHT—OF—WAY. UNLESS SECUREBY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ES11MATE FOR THE WORK PERFORMED WITHIN THE RIGHT—OF—WAY AND INSURANCE SHALL BE POSTED PRIOR ROR.r ISSUANCE PERMIT. CLASS7. CL 11 AGGREGATE BASE MATERIAL SHALL MEET EITHER OF THE FOLLOWING SPECIFICATIONS: AGGREGATE BASE h 3# CONFORMING r i OF THE STATE SPECIFICATIONS. LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED Y ' STANDARD BE ALLOWED. #" CRUSHED MISCELLANEOUS BASE (CMB) PER SECTION 200-2.4 OF THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE "GREENBii BROKEN AND CRUSHED {� ASPHALT CONCRETE ::! PORTLAND #!c CONCRETE iMICHMAY CONTAINCRUSHED �F BASE x #• OTHER R MATERIALS). Y AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC11ON AND THESE DETAIIED SPECIFICATIONS.AGGREGATE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. .r � R. x i i . i' � A i � � • KEY MAP SCALE: 1"= . J SOUTHSHEET TITLE C-200 COVER SHEET T® VERNON AVENUE T PLANZ ROAD LIST OF MATERIALS NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, INSPEC11ON DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 ,. MATERIALS :.tj lr FOR , THIS PROJECTWILL REQUIRE . j CERTIFICATE COMPLIANCE , STATING THAT THE REQUIREMENTS ♦ STANDARDS SET FORTH ,M'Y THE CITY OF rjKERSFIELD j VE I► EEN MET.1 ISSUED FOR BID ISSUED FOR 10# DESIGN ISSUED FOR PERMITS iII IIIREVISION DESCRIPTION: CITY OF BAKERSFIELD i(ERN COUNTY CALIFORNIA STR IMPROV M NT PLANS NG/CNG FU LING FACILITY MTN V RNON AV NU THESE PLANS ! SPECIFICATIONS WERE "PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN It `R: " i' A: AND .! INCLUDE AH IMPROVEMENT i O !. �. R. OF THE A AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE •' ALLCALCULATIONSAND DRAWINGS THESE PLANS x x i ANY ERRORS, OMISSIONS,OR VIOLATIONSOF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING # PROVED BY: ROBERT T. SWANSON R.C.E. 43032 LEGEND: FLOWLINE CENTERLINEF.L. ELEV ELEVATION PROPOSED (E) EXISTING B.C.R. BEGIN ! RETURN E.C.R. R RETURN CURB POINT ON CURVE POINTP.O.C. OF r E.P. - OFPAVEMENT APPROVED P! .# ,: III i ♦ ROJAS PUBLIC WORKS DIRECTOR DATE TRAFFIC ENGINEER I FILENAME: 06083STOO PROJECT # 106-083 b DATE DRAWN: _ 1/26/07 EXISTING SURVEY MONUMENT EXISTING TRAFFIC SIGN EXISTING SEWER MANHOLE EXISTING GATE VALVE EXISTING FIRE HYDRANT EXISTING MATER SERVICE EXISTING POWER POLE CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE NEVA' SURVEY MONUMENT PROPOSED FIRE HYDRANT PROPOSED AIR RELEASE VALVE PROPOSED SEWER MANHOLE .#. ai PROPOSEDSERVICE PROPOSED WATER VALVE PROPOSED R Pi Ili :_. LIGWT WATEREXISTING EASEMENT EXISTING BOUNDARY SEWEREXISTING LINE EXISTING ELECTRICAL LINE CONTOUR PROPOSED SEWER PROPOSED r'# AR PROPOSED SAWCUT LINE PROPOSED UTILITY TRENCH RIGHT—OF—WAY CENTERLINE i# A #" OF # MONUMENT#, AT THE CENTERLINE INTERSECTION ZEPHYR i OSWELL STREET. ELEVA11ON• (PER TRACT 6140 PHASE 1 MONUMENT ELEV. MAP) "Nallilk w_w THE INFORMATION HEREON IS CONFIDE PROPERTY DRAWN BY: LNG/CNF E L_ I FACILITY T. VERNON OF KXO ENGINEERINGCO., INC., THIS INFORMATION Y NOT BEREPRODUCED (BY PHfTCOPY, ELECTRONIC, R R P BAKERSFIELD, CALIFORNIA FACIMILE ETC.) OR DIVULGED WITHOUT THE WRlllEN PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY: SCALE: DRAWING NO.. APPROVED RTS BY 10.9-127 E.C.R./B.C.R./`­ END CROSS–GUTTER STA. 10+21.51, C.L. 71.66LT.= STA. 9+93.31, F.L. if Z z Ll in R. j T11 Lj C14 �� cx: I C"s C-4 c*4 j, a ci z (3 L z Y�o0 0 Z 04 (oco El "C14 ()o F=UJ YLL:� M cli C:) L-- + �a!g 8 - Jul< 1545 + ILI) + X ® *0 q- Jd z < �vl -w Li i6g- �goo A" co 0 0 - ILA! (n(l) < LLJ + + Lj= in I <� �< - — — — — — — — — — — — — -- — — — — — — — — — — < < Z 0- AZ* xp-} W -- - ------- t. m -------------- . . . . . . . . . . fll All BRASS GAF .......... .......... 0 P MKD. LS 1343 FO's:.X0 30/28 SEC. 9, S E 12+00 13+00 14+00 ih t400v 'S % -1'r 15+00 -4 Ov ,Ib V1, b. M.D.M. EAST LINE, SEC7nON 9, T,30S., R.28E. -INV 3z Xill dam- nor SOM-W. 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Z:, f C "�t-,� � ryM I y� r I gA .. ..... .. f fs'`.Y.' .'s? `:e17 1 F8& AXfg i i ) i _ � ... ”` 1Z C900 PVC CL1 50 ,�.n' y t is r Sig^i-� 1.. . -•1 ` • L:Y^x "' �'.iv -y'� `•�"L - J s L e ..5.. _ ... _ .. 100 ,APPY., LOCAY,30f) ,,J�' <-';�,.~w.-_f"Y.�''`.YR"Y'A.,✓.•.w-t.' .',.r,=wSt .,'. .. ,. _. ., .a -«v .., l""" ._ ,_<-,.n _ _._ -mar.• ,r . x^ :. � .r.<..;,�; ^' ».�,_.., =f , '' tom.•- : moo: a�'r' :._ :.. a - �"• =; `f _.,_ __ _ _ _. __ _, _. �W, �_�_ ._, M_. _ ...w.._ _ _ _ _ ___,_...•.>...•_ __ _ ^" 1$ 17-x` INSTALL FIRE /HYDRANT __ __. _ ~ 66 1 $ �� V f A L AL 1 'Ilk �co 1,..4 ® - - �..�-,•5�'..-M.,_•.��',-_..._...-�......,-,...,,..nw.....,,.,.,��.,w,,.,>,.....�r,n..�,,.__._,.,.,.�...,u,„..,...J'.,...,........_..m...._,..,�_ �,.._,_._..ro,..._,,..,.,_.._.�._...,..,..,�r�.,.,..,,....�,�,,.,..,.,�,,�,._...,.__.,>,.,.....,�.>...�.,._.._.��,_....,,,.__`�'_,_,_._.,...;�..,,..�.w,_,,.,.,,,...._�..�'_<„.w..�...._,.w�........,...,.�+�y;`---" .,_...,,,...,_,,. ,.,.,.}�,_._. .,..,._.. 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Sf . f1 .,.._.m.^w_,....._,_.ye-..,.,....,.,._.,,.....,.v,.....,.,.,...,....,.-...,-,._.,,...,..,..,..,.J.t..,....�.....»....,..»....,_«.....,_.-.,.l...LG'.,..........•..,,,.-„...., . _,...,.,. .,.,,.,..._.._. .`:'�' __...._..,.,:.,c.%w,-...,..,.,..„..•_.�.,......,.,..,....,_..i 1.�_._...._,.,_..__,......,,,.,.:,.�...i..._..........,.,_..r,.,..-,1,. ,. j^ �".•” WATER SYSTEMS, CITY OF BAKERSFIELD, LATEST REVISIONS. SHALL. POTHOLE ALL. MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL 2/14/08 DISTANCE OF ALL UNDERGROUND UTILITY LINES TO BE INSTALLED. VERTICAL AND . ALL FIRE WATER MAINS SHALL BE C900 CL 150 PVC. MINIMUM DEPTH OF COVER SHALL HORIZONTAL. LOCATIONS SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY ISSUED E PER C.O.B. STD. W-1. CONSTRUCTION TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY 3/07/07 \e' .,: w...„ �.2_..._.,._...,._,...._..,,_,....,u..,.,,._,.�._.. -a.yl,««,..,...,>-..,w...«.,.......,_.. ::a,._.m-...............w,.,,..•w.._.+,.>._......-,._...,.,,.....w.....,,.,.-..,,...,„ti 1/11/07 FIRE DEPARTMENT PRIOR TO BURIAL. EXISTING UTILITIES IS DEEMED NECESSARY, THE CONTRACTOR SHALL BE COMPENSATED OR % PROGRESS SUBMITTAL REV: INSTRUCTED RELOCATION. IF REDESIGN OF ALIGNMENT REQUIRES ADDITIONAL FITTINGS, 4. ALL WATER LINES SHALL BE DISINFECTED AND TESTED ACCORDING TO THE CITY OF PIPE, OR EXCAVATION THE CONTRACTOR SHALL. BE COMPENSATED FOR REVISION. IN THE BAKERSFIELD STANDARDS. EVENT A UTILITY IS DAMAGED, THE CONTRACTOR SHALL BE WHOLY RESPOSIBLE FOR ITS REPAIR. . _..-.,m_. ,,._,_,...,..._.�x ....,._..,.._....^..,_..................__,,...._......_.,..~__..,,_,._...,-,_,..M_....ldta r<r•.._ ,,...-_-.�. .-..uu..,, .. _. f, f:' ,^t ,,. _.,,,."., WATER LIKES THAT THE NEW SYSTEM TIES INTO OR CROSSES PRIOR TO ANY CONSTRUCTION. ` .,.�S%y._,..,-..,....Mp•'^^,+,_.-.,,.u.,..,...,,« lal CROSSING UTIILI11ES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR Ho,... __._... _....,..,.,..._ FIRE HYDRANTS .SHALL BE APPROVED BY THE CITY OF BAKERSFIELD FIRE DEPARTMENT. TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY � a- ..~ ,..,. _.._.__.....»... _>.. ...... .......... ............ ....>. ...._ .,....,.,,. err. , -' i •.Zr}E✓•«^^- r M _ .._._., _.,. _._ .. : r : I. .._.,.........__...,.,.,..._.,.,_.._.., ..........:....__,-,..,_..,, • "2� nJ ..... ,.. ..Y ^{' . � EjA` «,_....._,,,,....,_..._..,,_._,,,,-,.-„ .r --z(_.„^:'. 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ALL WATER LINE INSTALLATIONS SHALL COMPLY WITH THE STANDARDS FOR DOMESTIC 1. PRIOR TO ANY ON --SITE TRENCHING, CONTRACTOR SHALL CALL FOR USA LOCATE AND FOR WATER SYSTEMS, CITY OF BAKERSFIELD, LATEST REVISIONS. SHALL. POTHOLE ALL. MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL 2/14/08 DISTANCE OF ALL UNDERGROUND UTILITY LINES TO BE INSTALLED. VERTICAL AND . ALL FIRE WATER MAINS SHALL BE C900 CL 150 PVC. MINIMUM DEPTH OF COVER SHALL HORIZONTAL. LOCATIONS SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY ISSUED E PER C.O.B. STD. W-1. CONSTRUCTION TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY 3/07/07 EXISTING UTILITIES. IN THE EVENT A CONFLICT EXISTS, THE ENGINEER SHALL BE NOTIFIED 3. ALL FIRE LINES SHALL BE INSPECTED AND APPROVED BY THE CITY OF BAKERSFIELD IN ORDER TO SEE IF THE PROPOSED ALIGNMENT CAN BE ADJUSTED. IF RELOCATION OF 1/11/07 FIRE DEPARTMENT PRIOR TO BURIAL. EXISTING UTILITIES IS DEEMED NECESSARY, THE CONTRACTOR SHALL BE COMPENSATED OR % PROGRESS SUBMITTAL REV: INSTRUCTED RELOCATION. IF REDESIGN OF ALIGNMENT REQUIRES ADDITIONAL FITTINGS, 4. ALL WATER LINES SHALL BE DISINFECTED AND TESTED ACCORDING TO THE CITY OF PIPE, OR EXCAVATION THE CONTRACTOR SHALL. BE COMPENSATED FOR REVISION. IN THE BAKERSFIELD STANDARDS. EVENT A UTILITY IS DAMAGED, THE CONTRACTOR SHALL BE WHOLY RESPOSIBLE FOR ITS REPAIR. . ALL BACKFLOW DEVICESSHALL BE APPROVED BY THE KERN COUNTY HEALTH DEPARTMENT. 2. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER, STORM, AND C. INSTALL THRUST BLOCKS PERC.O.B. STD. —2® WATER LIKES THAT THE NEW SYSTEM TIES INTO OR CROSSES PRIOR TO ANY CONSTRUCTION. CROSSING UTIILI11ES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR 7. FIRE HYDRANTS .SHALL BE APPROVED BY THE CITY OF BAKERSFIELD FIRE DEPARTMENT. TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. ` 4 ' E3 —14-08 ISSUED FOR BID ° 4 2/14/08 C 3/30/07 ISSUED FOR 100% DESIGN 3/07/07 ISSUED FOR PERMITS y e:. t . L•• , 1 1/11/07 ISSUED F % PROGRESS SUBMITTAL REV: DATE. REVISION DESCRIPTION: Ab 10 A Milk r •i .J ” ri 1 i i i ' ' 0 0 3WAO 1/11/07 RRP RTS 10.9-127 G If�11C e �i�l'�.T�li�iifl7 LNG/CNG FUELING FACILITY MT. BAKERSFIELD, CALIFORNIA! f slz i x #. d v _ ,,.---EXISITING jW 10+00.00, !'VERNON EXISITING ►: r! BEGIN SHOULDER SECTION' - STA. 10+74.83, C.I. 11,OORT. 0 i w-laino 1-1-----------, �l_ ry >AZ i • SHOULDER SECTION ♦ i !i 1-l-.--l------.l------1 x EXISTING R rr 15+00 15+00 EXISITING EmP> V ,.r . 7' 17'+00 18+00 IV STA® 1+52.22, C.L. ll.00RT. Y EXISTING DRIVEWAY r !J STA. 19+78.06, C.I. 11.O0RTm x �r STREETOF AND CONSTRUCTION EXISTING R/W r! < ��L Ell 577777771,53 EXISiTING E.P. 52+00 5j+00 54+00 X.......-......,«._-,.�,..,...,.._,..-......,,... •":f` ,-.........................._.-...-.,.,.-i1................•..--,........,_.,..,....,,.. �ti ..._-...r.....,-.,..-.- �..-..,, c ......_.....,.......,.,,.._...,....,,......, x ...,..,...:..,.,*M....,_.......................x........,.«..........-........�. ,sk .... .+._.,.e........__,.... .j4 ...... -....•-.............,.,_....-,.-r.,,.......,. " .........._..-.v..-.., .....,,., i .......,-M _....y,.-...._..,. ...,.,.... r .. r .,.. r.s ,sw, r,w .ry EXISTING R/W 56+00 EISITING E.P. 57"+008+00 EXISTING R/ vN E N mum h� SOUTH mt. VERNON AlL J ISSUED 1 '' BID REVISION DESCRIPTION: r CHECKED BY OF STREET AND CONSTRUCTIOM • t r6 RM M—M, , , IN CITY OF BAKERSFIELD1 PROJECT NO.:06-083SHOULDER PAVING PLANSDATE DRAWN: 2/14/08 �r . ,.SOUTH MT. VERNON AVENUE THE INFORMATION HEREON CONFIDENTIAL PROPERlY THIS INFORMAnON! OF RNYMUNDO ENGINEERING CO., INC.,RRP ,t CALIFORNIA r► MAY NOT REPRODUCED 1 11PHOTOCOPY,'!' *.! ! DRAWING - '. PERMISSION ENGINEERING CO., INC 'CHECKED APPROVED RTS i BY 1*2 SOUT'rl' MT. lRv'ffERN(`)N AVENUE I&MIUM s. 44Nrl' Y, "ex WL Sujo"kUTmmm MT. VEHom"N"ONl AVENUF OR BID i._ DESCRIPTION: w 19 ON wm FILENAME: olo 11W W 0 M IN SCALE: 1 ly =40' 15:461511= EXISITINTE.P. m i"OUTH MT. VERNON AVENUI BAKERSFIELD, CALIFORNIA W DRAWING NO.: itille4am EXISTING RIW e e 6' J0 .30' CL OF CONS UC77ON ANDS EE EXISTING D 7 EXIS77NG D 7 EXISTING EDGE OF PAVEMENT EXISTING EDGE OF PA VEMENT 27B STRIPE 278 STRIPE EXISTING R/ e 2a $ 2a COMPACT SOIL TO 90X .�' 7' T PI A SAWCUT LINE SAWCUT LINE' 1 A 2' CCM PACT SUIL TD 90% ' 1 a S EET SECTION 1, e LAJ HINGE POIN 4.877 �" HINGE POINT ,� �''�, ;T "`' . f.•". :,� r' f ' !`Y"'7 1 4 ,''r 2 � rh '"'r9 ei ; s'"em` -N 'F,'" „Rf �'°�aawt . sr'• : '' i '^ -.3Li€ A 11A I2 d��Af ' t. (4 D 9 4% EXIS77NG GROUND f t 0 OVER / 75' COMPA C 7ED SOIL TO 957* EXISTING RIW 5 0' .30' a3 ' CL ®F C0NS7I?1,IC: TION AND sTREE EXIS77NG D77- EXIS77NG TING EDGE OF PA �"RIIENT 2 Ste, E EXIS77NG D77- E.�iSTIN EDGE F` PA E T EX1.�77NCa R� 278 STRIPE 2' 2' COMPACT SOIL TO 90ro 2' 7' T 1 A SAWCUT LINE CA WPI LINE 1 A 2' 1' EXISTING CO P CT S IL T 9Ci cca S EET SECTION 1 �r HINGE , PIN 4.8y. 4 8X HINGE POINT 1 4461 2 `E a%-cw.:/G" t t 1. F•••d•• 2' u 4% :t EXIS 77NG GROUND • t ------------- SHOULDER PA VING TA I lr�l J 0 GROUND j 1 ! A. C ♦ VER 1. 00' COMPA C TED SOIL TO 95% DRAWING NO.: I REFERENCE DRAWINGS: EXISTING RIW 60' ,3 .30' CL OF C:ONSTI?UCTTON AND STREE EXISTING DTZ EXISTING DTT EXISTING EDGE OF PAVEMENT EXIS77 G EDGE OF PAVEMENT 278 STRIPE 27B STRIPE EXISTING RIW e 2' 2' COMPACT SOIL TO 07* 2' 7' T ! A SAWCUT LINE SAWCUT LINE ! A 2' COMPACT S®IL TC 9C�° , EXISTING 1, ° STREET SECTION HINGE POIN4.8% � 4.83w -L-a� HINGE POINT � w 127* CE 1 Pg w' 'f SM i l/A j 9 2 2a mffv. GROUND f i EXISTING RIW i ire L �.f v I EXIS77NG GROUND r D t OVER i0' COUPAC7ED SOIL TO 90% 60Jop' Jo' CL F` CONS7RUC77ON AND STREE EXISTING DTL EXISTING DTL EXIS77NG EDGE OF PAVEMENT EXISTING EDGE F P E T 278 STRIPE 278 STRIPE EXISTING RIW ' 7' - C7A 7' LINE SAWCUT LINE PIA 1 2' COMPACT SCiL TO Q \n5-rr COMPACT SOIL TO 90,901, EXISTING I' STREET SECTION rd HINGE POIN4 # 4' 8 2X HINGE POINT 0.50" • _ ♦, COMPACTED TO 957, EXISTING RI I 1 0 A C I VER 1. CL. fl GG.; SE OVER 0. 75' CLASS N AGG. SUBBASE n" ) COMPAC7ED TO 957, EXCAVA7E AND REMOVE J.O* BELOW FINISH GRADE 1 .... 6V' 3C' ,3®' _ CL OF C®NSTRUCTION AND STREP EXISTING DTL EXISTING DTL EXISTING EDGE OF PAVEMENT EXIS77 EDGE OF PA VEMENT 27B STRIPE 278 STRIPE EXISTING RIW 2' 2' .-' f SA WCU T LINE ! 1 2' �^ COMPACT SOIL O .•< SHOULDER BID TYPE STATIONING POIN.Ltj �� HINGEHINGE 1 SEC T! ON .,, ..,. .. y,. � -. ..+�.+�✓���: -. � �,� V � �. a ., i %t. w- 3.., „y+ .�►`::.. , w � - ..,, .�arr�I ♦�\�r" „"� l�}'i:; _ ...._ .... .n, ... .. ,his ���� s .I ... ,M 'Y.f.. STA. +C.L. LT --89+56.64$ C.L. L T® BASE • , C.L. RT --1.8+52-22., C.L. RT. T • 78. 06, C. L. R T 81+ 65.42,C. L. R T TA. 14+67.56, o L. L 0 . 4J+ 00. 00, C. L. L T. sA 5 T . + 74.8J, C. L. R T• -- 1 p C. L. R T. STA. , C.L• R T -- 3+ 00. , C.L. R T ADD A L TERNA TE #1 . D ' TA. 62+25.00, C.L. L T -- 89+56.641 C. L. L T STA• 2+25. 00, C. L. R T• 81+ 65.42, C. L. R T 'TA. 4J+ 00.00 C. L. LT. --- 62+25. 0 , C. L. L T. S TA. 4 0. 00 C. L. R T 62+25.00, C. L. R T S TA. 14+67.561, C.L. L T 62+25.00, C.L. L T STA. 74.8J, C. L. R T. -- + 52.22, Co. L • R T STA. 19+78.06., C. L. R T 62+25.00, C. L. R T ADD A L TERNA TE #2 D S TA. 62+25.00, C. L. LT 89+56.64;p C.L. LT ST . 62+25.00., C . L. R T 81+65.42, C. L. R T S T • 4 •C.L. L T 62+25.00, C. L. L T c STA. + 74.83 C.L. R T. -- 18+52.22 STA. 19+78.06 ADD A L TEli�lA TE #J S TA. 62+25.00, C. L• L T• —89+56.641p C.L. ST . 62+25.00, C. L. R T. 81+65.42, C• L. R T. DRAWING NO.: I REFERENCE DRAWINGS: EXISTING RIW 60' ,3 .30' CL OF C:ONSTI?UCTTON AND STREE EXISTING DTZ EXISTING DTT EXISTING EDGE OF PAVEMENT EXIS77 G EDGE OF PAVEMENT 278 STRIPE 27B STRIPE EXISTING RIW e 2' 2' COMPACT SOIL TO 07* 2' 7' T ! A SAWCUT LINE SAWCUT LINE ! A 2' COMPACT S®IL TC 9C�° , EXISTING 1, ° STREET SECTION HINGE POIN4.8% � 4.83w -L-a� HINGE POINT � w 127* CE 1 Pg w' 'f SM i l/A j 9 2 2a mffv. GROUND f i EXISTING RIW i ire L �.f v I EXIS77NG GROUND r D t OVER i0' COUPAC7ED SOIL TO 90% 60Jop' Jo' CL F` CONS7RUC77ON AND STREE EXISTING DTL EXISTING DTL EXIS77NG EDGE OF PAVEMENT EXISTING EDGE F P E T 278 STRIPE 278 STRIPE EXISTING RIW ' 7' - C7A 7' LINE SAWCUT LINE PIA 1 2' COMPACT SCiL TO Q \n5-rr COMPACT SOIL TO 90,901, EXISTING I' STREET SECTION rd HINGE POIN4 # 4' 8 2X HINGE POINT 0.50" • _ ♦, COMPACTED TO 957, EXISTING RI I 1 0 A C I VER 1. CL. fl GG.; SE OVER 0. 75' CLASS N AGG. SUBBASE n" ) COMPAC7ED TO 957, EXCAVA7E AND REMOVE J.O* BELOW FINISH GRADE 1 .... 6V' 3C' ,3®' _ CL OF C®NSTRUCTION AND STREP EXISTING DTL EXISTING DTL EXISTING EDGE OF PAVEMENT EXIS77 EDGE OF PA VEMENT 27B STRIPE 278 STRIPE EXISTING RIW 2' 2' .-' f SA WCU T LINE ! 1 2' �^ COMPACT SOIL O .•< POIN.Ltj �� HINGEHINGE ti .,, ..,. .. y,. � -. ..+�.+�✓���: -. � �,� V � �. a ., i %t. w- 3.., „y+ .�►`::.. , w � - ..,, .�arr�I ♦�\�r" „"� l�}'i:; _ ...._ .... .n, ... .. ,his ���� s .I ... ,M 'Y.f.. V� � ` _.•+r.Z� �� '�� E i% N :. ._. a z GROUND BA SE J OVER 1.05' CLASS N AGG. SUBBASE (R=40) COMPAVED #, EXIS TING GROUND r 0 '.0 BA SE OVER 1.05' CLASS N AGG, SUBBASE (R=40) COMPAC7ED REMOVEEXCAVA7E AND J. rGRADE FILENAME: . A 060 3PV00 CITY. OF BAKERSFIELD SECTIONS ENGINEERINGPROJECT NO.: COMPANY, INC.06--083 CALIF. 9459 SHOULDER f�Vi SECTIONS WALNUT CREEK, DATE DRAWN: 2-14-08 THE INFORMATION HEREON IS CONFIDENITIAL PROPERTY DRAWN BY: SOUTH MT. VERNONAVENUE OF NO'G C°'TINFORMATION PRP C I LCALIFORNIA MAY T BE REPRODUCED (srpHOOCO IC, 0 BID ETC.) OR DIVULGED WITHOUT' THE WRITTEN E 3 -14 -08 -ISSUED FOR BID RTS PERMISSION OF RAYMUNDO ENGINEERING CO., INC CHECKED BY. SCS: DRAWING NO.: REV.: DATE: REVISION DESCRIPTION: D CHECKED PRO RTS C-403 E Y BY BY 10.9-127