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HomeMy WebLinkAbout7.9-162LIST OF DRA WINGS SHEE T 1 TI TL E SHEE T SHEE T 2 SITE PLAN/NOTES SHEET 3 DETAILS SHEET 4 DETAILS SHEE T 5 PARKING LOT DESIGN SHEE T 6 COORDINATES LA YOU T SHEE T 7 EL EC TRI CA L DETAILS BENCHMARK CITY OF BA : ERSFIELD WNTAR IT T DESCRIPTION: CHISLED 'X' A T BACK OF SIDEWALK APPROXIMA TEL Y 250 FEET EAST OF NOR THEA S T CORNER OF PARCEL "A" OF PARCEL MAP WAIVER IN BOOK 6271, PG 0544, O.R. ELEVATION= 593.433' BASIS OF BEARING THE BEARING OF N. 892851" W 'ALONG THE NORTH LINE OF SECTION 20, T29 S., R. 29 E. MDB&M. PER PARCEL MAP 10182 IN BOOK 47, PG. 120, O.R. WAS USED AS THE BASIS OF BEARING HEREON. CITY STANDARDS ST -14 , ST -18 MESA MARIN SPORTS COMPLEX STATE STANDARDS CONVENTIONAL SYMBOLS EA SEMEN T EXIST CURB & CUTTER RIGHT -OF- WA Y EXIST A.C. FLOWLINE CENTERLINE '�' '�' '�' EXIST EDGE OF PAVEMENT RAILROAD TRACKS GUARD RAIL CHAIN LINK FENCE IMPRO VEMEN TS PARKING LOT EXPANSION L 0 CA TION MAP NOT TO SCALE STATE OF CALIFORNIA NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT DESCRIPTION EXPANSION OF THE PARKING AREA TO THE NORTHEAST THAT INCLUDES ADDITIONAL ACCESSIBLE PARKING AND A DESIGNATED PICK-UP/DROP-OFF AREA. EXPANSION IS APPROXIMA TEL Y 26,,500 SF. THESE PLANS ARE A MODIFICATION TO THE PARKING L 0 T OF THE CITY APPROVED PLANS TI TL ED "MESA MARIN SPORTS COMPLEX" DATED 1112412008 (FILE NUMBER ). NO TES AND DETAILS OF THE SPORTS COMPLEX PLANS SHALL APPLY TO THESE PL ANS. THIS PROJECT COORDINATES STORM DRAIN CONS TRUC TION WITH CITY APPROVED PLANS TITLED "SUBSTANTIAL CONFORMANCE FOR VESTING TEN TA TI VE TRACT 6,352 -PHASE 1 OFFSITE S TREE T CONS TRUC TION " DA TED 9/27/2010 (FIL E NUMBER 1.1- 6352) WHICH IS MODIFIED TO EXTEND THE 66" SD LINE SOUTH OF THE OF THE PARKING LOT SHOWN ON THESE PLANS. THIS AREA IS A PART OF THE OVERALL "BRECKENRIDGE PLANNED DRAINAGE AREA " CITY APPROVED PLANS ARE DATED 8/14/1996 (FILE NUMBER 6.3-382). QRpFESS DEAN R F � C 46803 y� Exp. 6-30-11 C I V OF CA�� APPROVED BY= RAUL T\,I. ROJAS, R.CT. 39800, EXPIRES 12-31='11 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: Iµ A SISTANT PUBLIC WORKS DIRECTOR CIVIL ENGI EER IV DESI N ENGINEERING F % � ATE DATE 0-� S TREE T LIGHT W/MAST ARM BENCHMARK • le - C. 0.CL OUT Eft- AUTO SCOPE PARKS AND REC ATION DEPARTMENT DATE PROJECTN0: P C MESA MARIN SPORTS COMPLEX NO 5 216 OF © PRE-EMPTION DEVICE PATH: K: \LDD—ENGINEERING \P5C216—Mesa Marin Softball\dwg PARKING LOT EXPANSION '7 FILE NAME: PARKING ADDITION— 19005001CspR2.DWG SHEETS 0 1 2 3 Q0 V CL J� 0 0 CL Z Q W 15 Z 0 W Q 0 0 J !1 UTILITY SYMBOLS EXIST WATER LINE S EXIST SEWER LINE - w EXIST GAS LINE SD EXIST STORM DRAIN - G EXIST AERIAL E EXIST UNDERGROUND - ❑H LINES POWER LINE T EXIS T UNDERGROUND T EXIS T UNDERGROUND - V TV CABLES PHONE LINE EXIST OIL LINE F EXIST FIBER OPTIC LINE - ❑ M.i H MANHOLE �H FIRE HYDRANT P.P.W.M. f POWER POLE ElWATER METER W.V. ® EXI S TING MONUMEN T WA TER VAL VE G.M. ❑� FU TORE MONUMEN T ® GA S ME TER S.L. G.V. S TREE T LIGHT GAS VAL VE PARKING LOT EXPANSION L 0 CA TION MAP NOT TO SCALE STATE OF CALIFORNIA NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT DESCRIPTION EXPANSION OF THE PARKING AREA TO THE NORTHEAST THAT INCLUDES ADDITIONAL ACCESSIBLE PARKING AND A DESIGNATED PICK-UP/DROP-OFF AREA. EXPANSION IS APPROXIMA TEL Y 26,,500 SF. THESE PLANS ARE A MODIFICATION TO THE PARKING L 0 T OF THE CITY APPROVED PLANS TI TL ED "MESA MARIN SPORTS COMPLEX" DATED 1112412008 (FILE NUMBER ). NO TES AND DETAILS OF THE SPORTS COMPLEX PLANS SHALL APPLY TO THESE PL ANS. THIS PROJECT COORDINATES STORM DRAIN CONS TRUC TION WITH CITY APPROVED PLANS TITLED "SUBSTANTIAL CONFORMANCE FOR VESTING TEN TA TI VE TRACT 6,352 -PHASE 1 OFFSITE S TREE T CONS TRUC TION " DA TED 9/27/2010 (FIL E NUMBER 1.1- 6352) WHICH IS MODIFIED TO EXTEND THE 66" SD LINE SOUTH OF THE OF THE PARKING LOT SHOWN ON THESE PLANS. THIS AREA IS A PART OF THE OVERALL "BRECKENRIDGE PLANNED DRAINAGE AREA " CITY APPROVED PLANS ARE DATED 8/14/1996 (FILE NUMBER 6.3-382). QRpFESS DEAN R F � C 46803 y� Exp. 6-30-11 C I V OF CA�� APPROVED BY= RAUL T\,I. ROJAS, R.CT. 39800, EXPIRES 12-31='11 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: Iµ A SISTANT PUBLIC WORKS DIRECTOR CIVIL ENGI EER IV DESI N ENGINEERING F % � ATE DATE 0-� S TREE T LIGHT W/MAST ARM BENCHMARK • le - C. 0.CL OUT Eft- AUTO SCOPE PARKS AND REC ATION DEPARTMENT DATE PROJECTN0: P C MESA MARIN SPORTS COMPLEX NO 5 216 OF © PRE-EMPTION DEVICE PATH: K: \LDD—ENGINEERING \P5C216—Mesa Marin Softball\dwg PARKING LOT EXPANSION '7 FILE NAME: PARKING ADDITION— 19005001CspR2.DWG SHEETS 0 1 2 3 Q0 V CL J� 0 0 CL Z Q W 15 Z 0 W Q 0 0 J !1 W O Z m O CL so Q v_ O O O O I Z O O Q Z Q a Cn0 0 c i 0 vl a.� I N U Q_ Z oc W Z Z W O O J 01107 QRpFESS/ON GENERAL NOTES ,�/ ���� o pEAN Cl) Q ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION g �(1 ,�' REGISTER C VI NGINEER C 46803 AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HERE/N. P�l�,�Qi�i �/ * Exp. 6-30-11 ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE �QO�L '/ CITY OF BAKERSFIELD WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION 1501 TRUX TUN A VENUE STANDARD SPECIFICATIONS, LATEST ADDITION. ALL REFERENCES TO SECTION 90 OF THE CAL TRANS STANDARD SPECIFICATIONS SHALL REFER TO THE CAL TRANS STANDARD SPECIFICATIONS DATED MAY �Q�°�� ET 24" R.C.P. BAKERSFIELD, CA 93301 F �F CAL�F� 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS S ORM DRAIN LINE AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. REVISIONS THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN NOTA PAR7No. DATE DESCRIPTION STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE SEE QTR 6352 PERFORMED IN THE EXI S TING, A CCEP TED S TREE T RIGH T- OF- WA Y. UNL ESS SECURED B Y A SUBDI VISION PH 4 OFFS/TE AGREEMENT SECURITY BASED ON AN APPROVED ENGINEER'S ES TIMA TE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO CONSTRUCT/ON" ISSUANCE OF A PERMIT PLANS 2 PRIOR TO THE START OF ANY PHASE OF CONS TRUC TION WITHIN THE S TREE T RIGHT- OF- WA Y, THE CON TRA C TOR SHALL GIVE THE Cl T Y CONS TRUC TION INSPECTION DEPARTMENT 48 HOURS NOTICE. / I /,! EX 66" R.C.P. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE �' STORM DRAIN LINE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE CONSTRUCTED FEB DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY THE CITY ENGINEER OF ANY 2011 VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CON TA C TED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONS TRUC TION OR EXCA VA TION. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CON TRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPL A CED AT THE CON TRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. ALL GRADING AND UTIL TY WORK SHALL BE CONSTRUCTED PER THE CITY OF BAKERSFIELD STANDARDS AND THE CAL TRANS SPECIFICATIONS, LATEST EDITION. JUNCTION BOX CONSTRUCTED IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE FEB 2011 EX 24 POP (A.- M) ,,•� -_ •*_ RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR 0 TO ANY FURTHER WORK. PROPOSE Z THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION PARK/NG Z NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. LOT/OROP—OIcF EXIS TING 'K SEWER MAIN ALL WORK WHICH IS DEFEC Tl VE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF EX PA NS/ON THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE O CON TRA C TOR IN AN A CCEP TABL E MANNER, AND NO COMPENSATION WILL BE AL L O WED FOR SUCH CORREC TION. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE EX 2 " STORM DRAIN LINE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, IDEMNIFY AND HOLD THE OWNER/ENGINEER TRA T 6352 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE EAS BOUNDAR OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE LINE OWNER OR THE ENGINEER. }} GRADING NOTES EXISTING 66" SD i LINE. CONSTRUCTED IF DURING GRADING OR CONSTRUCTION, ANY PLUGGED, ABANDONED OR UNRECORDED WELLS FEB 2011 "4" `'`" MAl4/N SPORTS ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THESE PLANS AND THE GEOTECHNICAL ARE UNCOVERED OR DAMAGED, THE DEPARTMENT OF CONSERVATION/ DIVISION OF 0/L GAS AND .4 COMPLEX" INVESTIGATION PREPARED BY KRAZAN AND ASSOCIATES, KA PROJECT NO. 022-07192 DATED MARCH GEOTHERMAL RESOURCES SHALL BE CONTACTED TO INSPECT AND APPROVE ANY REMEDIATION. PLANS 10, 2008. THESE DOCUMENTS SHALL BE MADE A PART HEREIN. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED THE GEOTECHNICAL (SOILS) ENGINEER AND CITY ENGINEER SHALL BE NOTIFIED AT LEAST 2 DAYS SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE BEFORE THE START OF ANY WORK AND PRIOR TO PLACING ANY FILL MATERIAL. REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE A•�" �'+�sT'1'C PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS BOUNDARY. A RESUL T OF HIS OPERA TIONS DURING THE EFFEC TI VE PERIOD OF THIS CON TRA C T. PRE VEN TA Tl VE MEASURES SHALL BE TAKEN BY THE CON TRA C TOR TO Ml TI GA TE THE /MPA C T OF DUST AND PM 10 ALL ONSITE OR OFFSITE OBS TRUC TIONS SHALL BE REMOVED BY THE CON TRA C TOR. EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION g' _ x' >:' O VIII (8). IN ADDITION TO ANY DUST CONTROL PLAN, THESE MEASURES SHALL INCLUDE, BUT NOT BE THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE FILL, .°,` ;;:<;.,p..<.:•,`.,'...:..: $,.,.:' LIMITED TO THE FOLLOWING: TRASH AND OTHER DELETERIOUS MATERIALS ACCORDING TO THE RECOMMENDATIONS OF THE SOILS REPORT. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, A. PRE -ACTIVITY.- ., .< ..•-;<`.•„ •-: '• • .;' _•..:.:. n;-' `.:: A. PRE -WATER SITE SUFFICIENT TO LIMIT VDE TO 207 OPACITY. ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE SOILS `<` a' ENGINEER.'' B. PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE ` B. DURING ACTIVE OPERATIONS.- •. , A. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDE TO PERM/TTED. ; 207 OPACI TY THE CONTRACTOR SHALL GRADE THE PAVING AREAS WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH B. LIMIT ACTIVITY TO PERIODS OR LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN AREAS SHOULD BE FOUND TO BE MORE THAN 0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION WIND BARRIERS SUFFICIENT TO LIMIT VDE TO 207 OPACITY. C. APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING DOOOa AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 207 AT NO COST TO THE OWNER. STREET T LIGH OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. / FILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER. �ooa C 09% C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY:_..., CO S UCTE ENGINEERED FILL MATERIALS SHOULD BE PLACED IN THIN LAYERS LESS THAN 6 INCHES IN 2 A. RESTRICT VEHICULAR ACCESS TO THE AREA. � �•;a• FER 2011 B. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE UNCOMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT (OR A MOISTURE ct CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF CONTENT COMMENSURATE WITH EFFECTIVE COMPACTING AND SOIL STABILITY). DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA DOOOa MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED EXPORT MA TERIAL SHALL BE DISPOSED OF A T AN APPROVED SI TE THAT IS COORDINA TED WI TH THE 4:• IN RULE 8011. INSPECTOR. D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: IT IS THE RESPONSIBILITY OF THE DEVELOPER AND THE CONTRACTOR TO A. ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS, REMOVED AT THE END OF EACH WORKDAY. TRA CKOU T BEYOND 50 FEET OR THE SITE (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FIL L S, SHALL BE REMOVED IMMEDIA TEL Y. AND B. CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED (C) INFORM THE ENGINEER OF ITEMS ENCOUNTERED DURING EARTHWORK OPERATIONS WHICH EQUIPMENT AND METHOD AS SPECIFIED BY THE SJVUAPCD. MIGHT EFFECT FOUNDATION STABILITY SO THAT THE ITEMS MAY BE TREATED UNDER THE C. THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL ENGINEER'S DIRECTION. (THESE ITEMS MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED. ABANDONED WELLS, OLD FILLS, ETC.) D. ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CONTRACTOR. SITE PLAN ►� PARKING ADDI TION -19005001 CspR2 PROJECTNAME.- MESA MARIN Drown: JAFLORES MESA MARIN SPORTS COMPLEX -PARKING LOT EXPANSION SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P5C216 DESIGN ENG: JAFL ORFS Dote: Jul. 20, 10 Checked BySITE PLAN AND NOTES 2 OF 7 U 3 m 0 CL 0 O LN 9 O N CrQ a9� O O O O Z 0 O Q 0 Z: o, O 0 i 0 W 0 J oq?0ESS Nl p E AN C/) CURB TRA NSI TION A TW Q REGISTER� C 46803 DRl VEWA Y WING(S) ED � E INFER NO TES. Exp. 6-30-11 1. ALL WORK SHOWN SHALL CONFORM TO THE CITY OF BAKERSFIELD `P�q CIVIL ��P APPLICABLE SECTIONS OF THE SPECIFICA TIONS 1501 TRUX TUN AVENUE EN Tl TL ED "STANDARD SPECIFICATIONS , STATE OF BAKERSFIELD, CA 93301 OF F #4 REBAR PLACED THE FULL TOP OF TOP OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION'; REVISIONS COMMERCIAL DRIVE WIDTH OF DRIVE PLUS 6" AT CURB DRI VEWA Y CURB 2006 EDITION AND THE FOLLOW/NG GENERAL NOTES. A PPR OA CH SHALL EACH END WITH A 2" CL EA RA NCE No. DATE DESCR/P TION CONFORM TO COB FROM BO T TOM OF CURB 1 " 2. WHERE DRI VEWA Y IS TO BE CON TRUC TED FOR A ROAD SURFACE PORTION OF SIDEWALK WIDTH (SECTION A -A 1 / / STD ST -4. � ( )� " 4» SIDEWALK SHALL BE REMOVED ON EACH EACH SIDE ___________________________________________ 6 ____________ ____ ___________ OF DRI VEWA Y FOR RAMP CONSTRUCTION. SUBGRADE TOP OF CURB -------- -- - --- ,__ _ .PREPARA TION SHALL BE CONSTRUCTED TRUE TO BO T TOM OF CURB BO T TOM OF CURB GRADE AND CROSS SECTION, WITH A COMPA C TION ROAD SURFACE 6" BELOW ROAD SEE D TL "B " OF 95% TO A DEP TH OF 6" ............................................................................................................. SURFACE SEE D TL THIS SHEE T BOTTOM OF CURB "A "THIS SHEET 3. CONCRETE FOR DRI VEWA YS SHALL BE CLASS 2, AND °PA VING SHALL BE WI THIN 2.5" AND 5.5" SLUMP. 6 SEC TION 4. CONCRETE FOR CURBS SHALL BE CLASS 3, AND E I El I F SHALL BE WITHIN 2.5" AND 4.5" SLUMP, 6.0" THICK ---- Wl TH A LIGHT BROOM FINISH. 0MODIF/ED TYPE nBn CURB AND GUTTER 5. ALL EXISTING CONCRETE CURB, GUTTER, AND CURB TRANS/T/ON A T DR/VEWA Y SIDEWALK SHALL BE SAW CUT A T RIGHT ANGLE To DRIVE APPROACH A (PER COB STD ST -1 DATED 6/2/99) D THE FA CE OF CURB. 6. ALL WORK SHOWN SHALL CONFORM TO THE EXPANSION JOINTS SHALL BE INSTALLED AS SHO WN. 7• USE OF TYPE "B" DRIVE APPROACH IS ONLY NOTES: .. T A L L O WED BY PERMISSION OF THE Cl T Y ENGINEER. 1. 5000 PSI CONCRETE AT 28 DAYS.,`'``<' Romps and Driveway shall be constructed full width to the Right-of-Woy N 2. 2 #3 BARS (REINFORCEMENT).; g CONCRETE SHALL CONTAIN NO ADDITIVES VES UNLESS line or 10' (3.Om) whichever is less (See Section A -A and notes) ".. e CONS TRUC T S/DEWAL K 11''5'5BEVELED PRIOR APPROVAL /S OBTAINED IN WR T/ T/NG FROM #42'(11") Alox / 25' (QATTJ Alin. A PER COB STD ST -8 EDGE THE CITY ENGINEER. .o. DA TED 6/2/99 9. CONCRETE SHALL BE CURED WITH A WHITE " PIGMENTED CURING COMPOUND PER SECTION '114 Exp 90-7.018 OF THE STANDARD SPECIFICATIONS. 1 DIA. 0.5" Join TOP OF CURB HOLE r� 5'1 1.5" ® gY 6„ ' ...., aw 10. 1/4" GROOVES SHALL BE PER CAL TRANS PLANS, .,....-.,..� -..___-..nen.-fb__'"_.,i �.JR F..4ti C."y;£- "�-'7„5" `6:a @ a a J. .R' a wya ( .a •• a a =III = II I I11 I I.I I ®III :. ROAD SURFACE " ` u "` a- g p k° DE TAIL A88A, DA TED MAY 2006. I I� 11 III/ --11 I -III r;w a ;% ,.`° nt VARIES 6' TO 8' 9" h A ' Upon cpprov7l of the City Engineer. moximum aFiv� wy dimension moy be 1.0" (25mm) Score Joint i� at centerline of drive PAN Gutter L ® SECTION COMMERCIAL DRIVE ansion iicreosed to 50' (15m) for M-1 ond M-2 M. SHAW scaE N.T.S. Top Edge of Drive Approach Top of Curb TYPE "B" APPRDYED uses diene hqh volume of semitruck '• For use rich 80- (02m) curb Expansion Gutter Flow Line Curb race 6.0' of 80'� Bottom of Curb ELEVA TION Q5' (lSmmJ (0 15m or atm) end troffer wowronls "' For use with 6.0' (d 15m) curb Joint (Q60" J Slope: 0.25" (5mm) R/W Line or I.� 10' (J. 0M) Min. per 12 (300mm) n n MODIFIED TYPE B CURB AND GUTTER CONCRETE WHEEL STOP C � 0.5" (15mm) (PER COB S TD S T-1 DA TED 6/2/99) See hotel 34- (10m) Moz" Ramp 4 0' (1.2m) for dims �� 36' (11M) Aloz "• 2 - /4 Rebar Full Width of Drive"" "'• To have o deoronce of 20' .� 0' (0.9m ® BO T TOM OF CURB III=I1 �� VARIES 6' TO 8' 9" DATE A II VIII 4 �. �� PAN Gutter L ® SECTION COMMERCIAL DRIVE o4acED APPROACH M. SHAW scaE N.T.S. Top Edge of Drive Approach Top of Curb TYPE "B" APPRDYED 9EE i Na CITY OF BAKERSFIELD ST -4 Gutter Flow Line Curb race 6.0' of 80'� Bottom of Curb ELEVA TION Q5' (lSmmJ (0 15m or atm) Ori ENGSKER 10' 0OM) Mire (Q60" J Slope: 0.25" (5mm) R/W Line or I.� 10' (J. 0M) Min. per 12 (300mm) n n MODIFIED TYPE B CURB AND GUTTER CONCRETE WHEEL STOP C � 0.5" (15mm) (PER COB S TD S T-1 DA TED 6/2/99) 6.0" (0.15m) x 6.0" (0.15m) 60' (ai5m) Alin, - /10 x /10 ENW**** 2 - /4 Rebar Full Width of Drive"" "'• To have o deoronce of 20' SECTION A - A (5Anm) /nom bottom of concrete CONS TRUC T MODIFIED TYPE "B " CURB PER NO TES: CONSTRUCT SIDEWALK COB STD ST -1 DATED 1. All work shown shall conform to the opplicoble sections 9. A minimum of 22' (6. lm) 'of full height curb shall separate PER COB STD ST -8 612199 of the specifications entitled 'Standard Specifications, driveways, except as noted on Traffic Standard T-20, or as DA TED 612199 State of California, Department of Tronsportotion'; approved by the City Engineer aporoved current edition " 10. No driveway construction is permitted in the street or 6 2. Where driveway is to be constructed for o portion of in of%y returns. TOP OF CURB &on sidewalk width (Section A -A), sidewalk shall be removed y each side of driveway for romp construction. Subgrode 11. No portion of the driveway or romp is to be on adjacent RO.AD...SURFA- E..._ ..... preparation shall be constructed true to grade and cross property frontage without proir approval of the City Engineer. section, with compaction of 959 to o depth of 6.0" (0.15m) BOTTOM OF CURB 12. All driveway locutions ore.subject to opprovol by the 'A', I hIII�I I [�[ ¢ ISI I III -I I 6 PA VING J. Concrete for driveways shall be Class and City Engineer. shall be within 2.5" (65mm) and 4.5" (O. l im) slump, ® SEC TION 6.0" (0.15m) thick and with light broom finish. 13. Concrete shall contain no additives unless prior approval is obtained rom the City Engineer. 4. Expansion joints shall be installed as shown. 14. Concrete shall be cured with o white pigimented curing ................................................................................. ............................. 5. All existing concrete curb, gut ter, and sidewalk compound complying to Section 90-7.018 of the shall be sow cut at o right angle to the flow line. Standard Specifications. FaENAME: ST-4REV 6. Total maximum allowable driveway width all not exceed'609 of commercial property frontage. Drive- way dimension as defined on plan shall be the basis of such determination. 7. Use of Type B" drive approach is only allowed by permission of the City Engineer. 8. Permit for driveway construction shat/ accompany actual works. MODIFIED TYPE nBn CURB AND GUTTER C (PER COB S TD S T-1 DA TED 6/2/99) PROJECTNAME MESA MARIN Drown: JAFLORES MESA MARIN SPORTS COMPLEX -PARKING LOT EXPANSION SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P5C276 DESIGN ENG: JAFLORES PARKING LOT DETAILS/ NOTES/1/ Dote: Jul. 20, 70 Checked By. . �- 3 OF 7 0 1 2 3 DATE STANDARD D"04ic„99 COMMERCIAL DRIVE o4acED APPROACH M. SHAW scaE N.T.S. TYPE "B" APPRDYED 9EE i Na CITY OF BAKERSFIELD ST -4 CALIFORNIA PUBLIC WORKS DEPARTMENT Ori ENGSKER C (PER COB S TD S T-1 DA TED 6/2/99) PROJECTNAME MESA MARIN Drown: JAFLORES MESA MARIN SPORTS COMPLEX -PARKING LOT EXPANSION SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P5C276 DESIGN ENG: JAFLORES PARKING LOT DETAILS/ NOTES/1/ Dote: Jul. 20, 70 Checked By. . �- 3 OF 7 0 1 2 3 Cn W 0 z Z 0 m 0 0 J Q_ Q) O LN 0 O 0 N O Q Q a c 0 Z O Q v 0 0 0 0 I z O O Q ot Q o, a 0 L 0 a V) a� Q3 N Ln Z z W I O i !• o QROFESS/ONS mak, OF -AN R q F G cD Q:. REGIS TERED ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF CIVIC- BAKERSFIELD, CA 93301 OF CAAj_ REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / NO TES' 2.0"l.5" R = 0.5" 1. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN. R = 0.5 25' Min. A 3 R=0.5" 600 2¢" WHEN PLACED IN EXISTING SIDEWALK, y 2. USE OF TYPE 'B" DRIVE APPROACH IS ONLY 6.0" 24" SIDEWALK SHALL BE CORE DRILLED. ALLOWED BY PERMISSION OF THE CITY ENGINEER. a o 0 R = 0.5 �; N 1.0" SCORE JOINT J. DRIVE APPROACH SHALL CONFORM TO COBF Qo: a TYPE B.SS @ CENTER OF DRIVE STADNDARD ST -4. a ° ° s a 'A 1 EXP. JOINT 8.3371 1AAX 8.3371 MAX EXP JOINT ° ° S° . 1. 4. a ° � 2 (5.1 cm) GALVANIZED STEEL PIPE a a ° " AS PER AMERICAN FENCE CO. -� TYPE "A " TYPE "B" RAMP RAMP 32' MAX. W/ 6" CURB 60" MIN. W/ 6" CURB (TYP) R = 0.5" 0 10 Radius R 2¢ „ 2'0" 6 (150mm) GUTTER A R = 0.5" R = 0.5 BACK OF SIDEWALK/ GROUND PLAN (0.6m) SEE D TL ' a '/ THIS SHEET 6 x %¢ ,0 (150mm x 6mm) R00 a ` `''` OR BOL T CAST INTO c a o °# ° 4. a 18 "(450mm) CONCRETE p 10' MIN. ° 4 I CLASS »B" P.C. C. 1 �J F A. C. SURFACE 12" *GU T TER 8"(200mm) MIN *Gutter only allowed where approved by City Engineer. 2¢" �' ALTERNATE LOCA TION TO BE Iillil Ii1=Iil=lilli1=1111! 1=-is-il�il=l l =Ti-it-lil=ill= i = ___ _ llI- iUSED WHEN THE SIDEWALK ii� laiI=I11-111- -ir-� � I � EXTENDS FROM THE CURB „ TYPE »c ,•' TO THE PROPERTY LINE, ROD OR BOL T SECTION A A NO TES: PARTICULARLY IN COMMERCIAL THRU DRILLED HOLE 1. All work shall conform to the applicable sections of 10. Weakened plane joints or cold joints shall be constructed AREAS. A MINIMUM OF yQi the "Standard Specifications, State of Colifornlq Department at 15' intervals. Expansion joints shall be at each 4' (1.2m) CLEARANCE IS Foy P��P �� of Transportation", approved current edition, and the side of structures and at ends of curb returns. THRU BOLT DETAIL col cG�Ss .���`following general notes. REQUIRED FROM BACK OF oy P 60 11. Type "B" curb and gutter is required on all types of SIDEWALK TO EDGE OF �,\p 2. Subgrade preparation for Type "A ", "B'; and "C" curbs streets unless another is expressly permitted by the SIGN POST. 6 PF,� 9 MqX and gutters shall be constructed true to grade and cross City Engineer. SIZE OF SIGN PANELS SHALL BE ASSUMED AS STANDARD DENOTED IN THE S \�S s6 section with compaction of 909 to a depth of 6.0" + -` below the subgrode. 12 Type 'A" curb and gutter is permitted only where CAL TRANS TRAFFIC MANUALS UNLESS OTHER SIZE IS SPECIFIED ELSEWHERE. Concrete for curb and gutter shall be Class 3 approved or, required by the City Engineer. _ `x 3. and shall be within 2.5" to 5.5" slump. 13. Type "C" curb may be permitted by the City Engineer 1/4" GROOVES -SEE NOTES only in Mobile Home Parks, and R -5-25A (Residential SIGN PANEL REFLECTIVITY GRADES 4. Timber forms shall be surfaced on the on the side placed Suburban Two -And -One -Half Acre Minimum Lot Size) Zone. next to the concrete and shall not be less than 1.5" thick after bein surfaced. PQ�O C� g 14. Permit for curb and gutter construction shall accompany STOP SIGNS &ALL OTHER ROADSIDE SIGNS -- HIGH INTENSITY GRADE ' G `' actual work. 5. Top and face shall be troweled smooth, then given a 1 " LIP P Py final fine brush finish. 15. When constructingnew curb and utter, the existing � 6. Where existing curb and gutters are to be replaced, new pavement shall be sawcut a minimum of 2.0' from MOUNTING REQUIREMENTS the gutter or as directed by the City Engineer. SIGN PANELS SHALL BE MOON TED W/ TH "HA WK/NS" M2G SERIES BOL T AND VANDAL PROOF NU T the lip t construction shall match existing construction unless otherwise ASSEMBLY OR APPROVED EQUAL. SIGMAS MOUNTED ON SIGNAL OR OTHER POLES SHALL BE PGF- ISOMETRIC by the City Engineer. ATTACHED W/ STAINLESS STEEL STRAPS AND "HAWKINS" M2G SERIES BOLT AND VANDAL PROOF METRIC VIEW NUT ASSEMBLY OR APPROVED EQUAL. DRILLED HOLES SHALL NOT EXCEED DIAMETER OF BOLT 7. Concrete shall contain no additives unless prior approval is obtained from the Cify Engineer. FILENAME: ST-IREV MORE THAN 1/16" (1.5mm). TOP OF POST IS TO BE BELOW TOP OF SIGN PANEL BY NO MORE- 6 ORE8. Concrete shall be cured with a white pigmented curing compound complying to section 90-701B of the state standard specifications. 9. Existing sections of curb and gutter shall be sawcut at the limits of the area to be reconstructed. A EMERGENCY ACCESS DRIVE APPROACH W/ COMB/NA TION SIDEWALK AND CURB THAN 1.5" (3 8 mm). CITY OF BAKERSFIELD APPROVED STANDARD DATE 07/97 SHEET N0. CALIFORNIA DRAWN GEG PUBLIC WORKS DEPARTMENT I MISCELLANEOUS SIGN DETAIL CHECXEDB JD T-2 CITY ENONEER SCALE NTS PROJECT NAME.' MESA MARIN Drawn: JAFLORES MESA MARIN SPORTS COMPLEX -PARKING LOT EXPANSION SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P5C216 DESIGN ENG: JAFL ORES Date: Jul. 20, 10 Checked By: PARKING LOT DETAILS/ NOTES 4 OF 7 0 1 2 3 STANDARD DATE /n Dumic CURBS & GUTTER TYPES "A", �0K D SHAW SCALE "BPI,& „C,v N.T.S. APPRMD SHEET NM CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT ST -1 0Tv [PIONEER THAN 1.5" (3 8 mm). CITY OF BAKERSFIELD APPROVED STANDARD DATE 07/97 SHEET N0. CALIFORNIA DRAWN GEG PUBLIC WORKS DEPARTMENT I MISCELLANEOUS SIGN DETAIL CHECXEDB JD T-2 CITY ENONEER SCALE NTS PROJECT NAME.' MESA MARIN Drawn: JAFLORES MESA MARIN SPORTS COMPLEX -PARKING LOT EXPANSION SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P5C216 DESIGN ENG: JAFL ORES Date: Jul. 20, 10 Checked By: PARKING LOT DETAILS/ NOTES 4 OF 7 0 1 2 3 Q 0 O 0 N 0 Q 0 a co ab a N Or v 0 0 0 0 0) I Z O_ O O z Q a 0 a 0 L 0 0 co ab I N Z Z Z w O 04 FUTURE IRRIGATION SERVICE TO CONNECT AT 6" SERVICE LINE L OCA TED AT EAST SIDE OF BEDFORD GREEN WAY. ON SEE LANDSCAPE PLANS "MESA MARIN SPORTS COMPLEX AND FOR 6" SERVICE LINE AND SEPARATE PLANS FOR LANDSCAPE/IRRIGA TION PLANS FOR THIS PARKING LOT REMOVE EXISTING CONCRETE CURB- 594.63 TSW MATCH TO EX. r ivy, � � .. �` •� d MPI I till IV L_ /N. LEGEND TRUNCA TED DOMES PER CAL TRANS D TL A88A PER CAL TRANS D TL f `A88A REGISTEREr CI -OL ENGINEER QROFESS/pN\ q OE AN R CO C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CA 93301 REVISIONS No. DA TE DESCRIP TION 171 / / q� / / CONSTRUCT 6' WIDE x 12' LONG x 6" DEEP CONCRETE SLAB FOR COB FURNISHED PARK BENCHES. VERIFY DIMENSION AND ANCHORS W/ PARKS DEPT PRIOR TO PLACING SLAB. CONSTRUCT 4" THICK CONCRETE SIDEWALK PER COB STANDARD TITLED "STANDARD SIDEWALK" DATED XIX/XX. WIDTH SHALL BE AS NOTED ON THESE PLANS. CONSTRUCT MODIFIED TYPE "B" CURB ONLY PER CITY STANDARD TITLED "STANDARD CURBS AND GUTTER TYPE A, B. AND C" DATED 1999. ® N/A 5 CONSTRUCT ADA PARKING SYMBOLS, STRIPING, AND SIGNAGE TO CONFORM TO TITLE 24 REOUIREMEN IS. © CONSTRUCT REMOVABLE BOLLARDS CONSTRUCT STORM DRAIN LINE. SEE STORM DRAIN PLAN SHEETS. 8 CONSTRUCT SIDEWALK—PER COB STANDARD ST -8 DATED 6/2/99. gEXISTING STREET LIGHT AND PULL BOX— PROTECT IN PLACE. VERIFY CONDUIT RUN LOCATION CONSTRUCT CONCRETE WHEEL STOP PER 1 DETAIL E ON SHEE T 3 LANDSCAPE AREA— NOT A PART OF THESE 11 PLANS 1 CONSTRUCT PARKING LOT LIGHT AND POLE. SEE ELECTRICAL PLANS/ SHEET 7 13 PLACE 1-6" SCH 40 CONDUIT AND 1-2" SCH. 40 /N EACH TRENCH. CONDUIT FOR FUTURE LANDSCAPE/ IRRIGATION. PLACE AT 18" MIN DEPTH BELOW STREE T SURFACE. IDEN TIFY CONDO/ TS A T CURB W/ TH "LS" STAMPED ON CURB AT EACH END OF CONDUIT RUN. CONSTRUCT COMMERCIAL DRIVE APPROACH. SEE 14 CONSTRUCTION DETAILS ON SHEETS 3 AND 4. 15 CONSTRUCT 11 LF -4" YELLOW LINE TO DIRECT TRAFFIC FLOW TO EAST DIRECTION 16 REMOVE 86 LF OF CONCRETE CURB AND REPLACE WITH 50 LF—MODIFIED CURB FLUSH WITH AC PAVING AND 6 LF N MODIFIED CURB RAMPED FROM 0" TO 6" TO EX CURB. 17 1' WIDE BORDER WITH GROOVES AS DESCRIBED ON NOTE 7 OF CAL TRANS STANDARD PLAN A88A, CURRENT EDITION. 1 Q CONSTRUCT 6" THICK CONCRETE W/TH EWWM PER COB U STD ST -4. THE COMMERCIAL DRIVE IDENTIFIED AS "EMERGENCY ACCESS AREA" BETWEEN THE CURB AND THE EXISTING DRIVE AREA (1040 SO FT) 8 ° CONCRETE AREAS 00 PLACE MODIFIED TYPE I ARROWS >00'. �Q " PLACE 20 LF N 4" YELLOW STRIPE AT TWO LOCATIONS < S CONSTRUCT 2.5 A. C. < k OVER 4 TO DIRECT TRAFFIC FLOW CL lI BASE OVER 12'" COMPACTED 110=10) SUBGRADE AT 9590 21 PLACE 24 " HIGH SIGN W/ ARRO EN T/FY/NG SITEMAP COMPACTION (PER DROP—OFF/PICK—UP AREA 1; GEOTECHNICAL REPORT) • Z Z PAINT 102 LF OF CURBING ALONG DROP —OFF AND PICK UP AREA. PLACE STREET SIGNS AND POLES NOTING 2 MINUTE PARKING ONLY PARKING ADDI TION -19005001 CspR2 PROJECTNAME.- MESA MARIN Drawn: JAFLORES MESA MARIN SPORTS COMPLEX—PARKING LOT EXPANSION SHEET ;vo. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P5C216 DESIGN ENG: JAFLORES Date: Jul. 20, 10 Checked By: PARKING LOT DESIGN 7. q- 162- sof 0 1 2 3 W ot O Z O QC) O ti O J CL O I I SO W ctm Q) CL 0 N I I l Em O N a v 0 O O O C) ti I O F Q O Q Z Q i O O i O O U) N Zi U LLJ c� Z 48" 0 W C Q J 48" REFERENCE NOTES: O 4 CHANNEL DIGITAL TIME SWITCH, 12OV. TORK #DZ5400 OR EQUAL. <4> PHOTO -DELL CONTROL, 12OV. MOUNT ON TOP OF MAIN 5WITCHBOARD "MSB" FACING NORTH. TORK MODEL # OR EQUAL. <9> 50A CONTACTS, 4 POLE, 120V COIL ELECTRICALLY HELD LIGHTING CONTACTOR. SQUARE D CLA55 5gO5, TYPE L040 OR EQUAL. <3> 50A CONTACTS, b POLE, 120\/ COIL ELECTRICALLY HELD LIGHTING CONTACTOR. SQUARE D CLASS Sg03, TYPE L060 OR EQUAL. 2 4 6 TO WALKWAY LIGHTS TO PANEL "HP" 1 3 5 1 9 11 TO PARKING LOT LIGHTS MAIN SWITCHBOARD "M55" LIGHTING CONTROL SECTION TO PANEL "HP" TO PANEL "HP" 8 10 12 14 Ib TO WALKWAY LIGHTS TO FLAG POLE LIGHTS TO SIGN LIGHTS 36" 36" 36" 36" 36" UNDERGROUND PULL BOX D 10 142"H X 11"L X 24"D UNDERGROUND PRECAST CONCRETE PULL BOX WITH BOLTED DOWN CONCRETE COVER MARKED "ELECTRIC". BROOKS #3 1/2 PB 5ERIE5 OR APPROVED EQUAL. SET PULL BOX ON 12" COMPACTED ROCK. WIRING LEGEND 1/2,10 - 2#12 -----f-fi--- I/2'o - 3#12 3/4"0 - 4#12 A 3/4"0 - 5#12Hi Hi 1 "G - 6412 1"0 - -7#12 #10 #10 #10 I Oro 5YMBOL5 ON SITE PLAN: 1/211C - 2#10 i -H-- i 3/4"G - 4#10 #10 #5 o-�> XX I --H-�H--- 1110 - 5#10 i -i---- 3/4"0 - 2#8 -----H ! I "G - 3#8 #5 L INDICATES DISTRIBUTION TYPE: 2 ---Fi-H I "G - 4#8 I "G - 2#6 ---i I I 11/4"G - 5#6 #6 #4 DE5GR1PTI0N 4 "LCPI" --ii-1-� 1 1/4"0 - 4#6 -----11 -- I 1/4"G - 2#4 III = TYPE 3 3 ISOLATED &ROUND WIRE. RUN IN ADDITION TO REGULAR GROUND HIRE. AND TYPE SEE LIGHTING FT = FORWARD THROW �. VARIATIONS (OR APPROVED EQUAL) INDICATES LAMP ORIENTATION CONTROL I CONTROL I 2 I- — --I— — 6 — UNDERGROUND - — DISTRIBUTION DIAGRAM DIAGRAM FINISHED PULL SECTION SECTION 4 � GRADE I 27' PARKING S I E-2.2 E-2.2 REFERENCE NOTES: YVALKWAY 30" MIN. WHERE TI) • 5 SUBJECTED TO b" I LIGHTINGTRANSFORMER OI 400W METAL HALIDE PARKING AREA VEHICULAR -5LK-DFK450 I ( LIGHT FIXTURE. SEE LIGHTING FIXTURE I lTV TRAFFIC AND i I MAIN CIRCUIT SCHEDULE ON SHEET E-0.1. NOTES: REFERENCE5" MUST BE 24" MIN. UNDER ANY UNDISTURBED EARTH ND'LG" BREAKER 2O SQUARE STRAIGHT STEEL POLE. OI PRECAST CONCRETE UNDERGROUND CIRCUMSTANCES COMPACTED EARTH I I I CONTROL SEE LIGHTING FIXTURE SCHEDULE ON PULL BOX SIZE AS INDICATED ON PLAN O O BACKFILL, FREE FROM LARGE ROCKS AND DEBRIS 470 3 SHEET E-O.I. O2 I" ABOVE PAVING OR b" ABOVE 2" WIDE YELLOW O3 HANDHOLE WITH GROUNDING LUG5 AND ROUGH GRADE AT LANDSCAPE AREA WARNING TAPE LSI LIGHTING II ON SHEET ( GA51<ETED COVER WITH TAMPERPROOF O3 FINISH SURFACE SHALL SLOPE AWAY "CAUTION BURIED SCREWS. FOR POSITIVE DRAINAGE ELECTRICAL 3" " " 3" 5" 2 SCHEDULE 40 PVC CONDUIT O4 ANCHOR BOLT COVER. LINE BELOW' REFER TO DRAWINGS FOR O12" DEEP OF I" COMPACTED CRUSHED ROCK AREA LIGHT AND POLE CONDUIT SIZES 8 QUANTITIES O5 PROVIDE 2 NUTS FOR EACH ANCHOR EXTENDING BEYOND OUTSIDE WALL5 OF THE PULL BOX INCREASE TO 12" SEE NOTE 2 BELOW. r_0 BOLT FOR LEVELING. OPSG CONDUIT, SIZE AND QUANTITY BETWEEN POWER 4 - O A5 NOTED PLANS SIGNAL CONDUITS ON ANCHOR TIES IN UPPER 5" AROUND CONDUITS MUST BE SEALED AFTER E-2.0 - q BASE PLATE AND (4) ANCHOR BOLT5 PULLING WIRES (TVP.)FINISHED BY POLE MANUFACTURER. NOTES: GRADE OS REINFORCED CONCRETE FOOTING WITH I. REFER TO POWER,1TELEPHONE CO. DRAWINGS FOR UNDERGROUNDi CONDUIT REQUIREMENTS.��� y 4 #4 VERT. BARS AND #3 HORIZONTAL TIES ®12" O.G. MAX. NOTES: 2. PROVIDE MINIMUM 3" CONCRETE ENCASEMENT FOR CONDUITS O PROVIDE PULL BOX AS INDICATED 1. ALL SPLICES IN PULL BOXES SHALL BE WITH 5COTCHGAST 400 ELECTRICAL INSULATING GROSSING THE DRAINAGE CHANNEL. ON PLANS. RE51N, OR TWO LAYERS OF RUBBER TAPE WITH TWO LAYERS OF BLACK 5COTCH b8 IO SCHEDULE 40 PVC CONDUIT. SEE TAPE AND TWO GOATS OF SGOTGHGOAT WATERPROOF RESIN. CONTRACTOR MAY ELECT TO USE SPLICE KITS AND CONNECTORS APPROVED FOR UNDERGROUND APPLICATIONS. SUBMIT _0 ELECTRICAL PLANS FOR SIZE. SHOP DRAWINGS FOR APPROVAL. b 10 II SEE TYPICAL UNDERGROUND CONDUIT 2. PROVIDE AND INSTALL PULL BOX AS INDICATED ON THE DRAWINGS. SECTION DETAIL "D" ON TH15 SHEET. �--- 30. - DIA. NOT TO SCALE A TYPICAL UNDERGROUND PULL BOX DETAIL NOT TO SCALE B TYPICAL UNDERGROUND CONDUIT SECTION NOT TO SCALE C TYPICAL PARKING AREA LIGHT AND POLE STANDARD DETAIL Z Q i O O i O O U) N Zi U LLJ c� Z 48" 0 W C Q J 48" REFERENCE NOTES: O 4 CHANNEL DIGITAL TIME SWITCH, 12OV. TORK #DZ5400 OR EQUAL. <4> PHOTO -DELL CONTROL, 12OV. MOUNT ON TOP OF MAIN 5WITCHBOARD "MSB" FACING NORTH. TORK MODEL # OR EQUAL. <9> 50A CONTACTS, 4 POLE, 120V COIL ELECTRICALLY HELD LIGHTING CONTACTOR. SQUARE D CLA55 5gO5, TYPE L040 OR EQUAL. <3> 50A CONTACTS, b POLE, 120\/ COIL ELECTRICALLY HELD LIGHTING CONTACTOR. SQUARE D CLASS Sg03, TYPE L060 OR EQUAL. 2 4 6 TO WALKWAY LIGHTS TO PANEL "HP" 1 3 5 1 9 11 TO PARKING LOT LIGHTS MAIN SWITCHBOARD "M55" LIGHTING CONTROL SECTION TO PANEL "HP" TO PANEL "HP" 8 10 12 14 Ib TO WALKWAY LIGHTS TO FLAG POLE LIGHTS TO SIGN LIGHTS 36" 36" 36" 36" 36" UNDERGROUND PULL BOX D 10 142"H X 11"L X 24"D UNDERGROUND PRECAST CONCRETE PULL BOX WITH BOLTED DOWN CONCRETE COVER MARKED "ELECTRIC". BROOKS #3 1/2 PB 5ERIE5 OR APPROVED EQUAL. SET PULL BOX ON 12" COMPACTED ROCK. WIRING LEGEND NOTES: I. IN ADDITION TO PHASE AND NEUTRAL WIRES SHOWN ABOVE, ONE GROUND WIRE SHALL BE ADDED IN EACH CONDUIT RUN. &ROUND WIRE SHALL BE 51ZED PER G.E.G. BUT NOT SMALLER THAN #12. 2. CONDUIT 51ZE SHALL BE AS SHOWN ABOVE UNLE55 OTHERWI5E NOTED ON THE PLANS. 40" -� qp" — 1 461 ,401, —— — / 1/2,10 - 2#12 -----f-fi--- I/2'o - 3#12 3/4"0 - 4#12 i-H�i-- 3/4"0 - 5#12Hi Hi 1 "G - 6412 1"0 - -7#12 #10 #10 #10 I LIGHTING H----- 1/211C - 2#10 i -H-- 3/4"G - 3#10 M! 3/4"G - 4#10 #10 #5 #5 I --H-�H--- 1110 - 5#10 i -i---- 3/4"0 - 2#8 -----H ! I "G - 3#8 #5 #6 #6 ---Fi-H I "G - 4#8 I "G - 2#6 ---i I I 11/4"G - 5#6 #6 #4 DE5GR1PTI0N 4 "LCPI" --ii-1-� 1 1/4"0 - 4#6 -----11 -- I 1/4"G - 2#4 I I ISOLATED &ROUND WIRE. RUN IN ADDITION TO REGULAR GROUND HIRE. AND TYPE NOTES: I. IN ADDITION TO PHASE AND NEUTRAL WIRES SHOWN ABOVE, ONE GROUND WIRE SHALL BE ADDED IN EACH CONDUIT RUN. &ROUND WIRE SHALL BE 51ZED PER G.E.G. BUT NOT SMALLER THAN #12. 2. CONDUIT 51ZE SHALL BE AS SHOWN ABOVE UNLE55 OTHERWI5E NOTED ON THE PLANS. 40" -� qp" — 1 461 ,401, —— — / I I I I I I DISTRIBUTION I I METERING I I I I METERING 1 LIGHTING I LIGHTING I PANEL "H52" I PANEL "HSI" I PANEL "HP" CONTROL I CONTROL ( I I ( SECTION ECTI N I SECTION I I SECTION v� PANEL PANEL WATTS 0 ' Q I " DE5GR1PTI0N 4 "LCPI" I "LCP2" I I I I I I AND TYPE SEE LIGHTING SEE LIGHTING d 3 VARIATIONS (OR APPROVED EQUAL) CONTROL I CONTROL I I I- — --I— — I-- -- — UNDERGROUND - — DISTRIBUTION DIAGRAM DIAGRAM PULL SECTION SECTION ON SHEET I ON SHEET I I PARKING S I E-2.2 E-2.2 YVALKWAY PARKIN& AREA LIGHTING # GFR-3/FP-400-PBMV-F-450 • 480 I LIGHTINGTRANSFORMER FIXTURE WITH FLAT LENS. -5LK-DFK450 I ( ( CONTROLS I lTV I MAIN CIRCUIT i I MAIN CIRCUIT SEE DETAIL ON SHEET E-2.0 SEE LIGHTING ND'LG" BREAKER BREAKER I I I CONTROL I PAN i I I 470 DIAGRAM 5 50UARE STRAIGHT STEEL LSI LIGHTING II ON SHEET ( I E-2.2 POLE. 5EE TYPICAL PARKING # 55G2BO-5075-2'7.5'-5/Di800- AREA LIGHT AND POLE U MAIN SWITCHBO* REGIS TERED VI L (ENGINEER o QR�FESS/041111,�� ��' pEAN R �` C 46803 yF Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF CIVIL o��a BAKERSFIELD, CA 93301 OF CA0 REVISIONS No. DA TE DESCRIP TION 171 // 271 / / (1 NEMA 3R ENCLOSURE. NON -WALK IN TYPE �2 2 FT. FLUORESCENT LIGHTING FIXTURE. LIGHT FIXTURE SHALL BE MOUNTED INSIDE 5WITGHBOARD HOUSING. PROVIDE BRANCH CIRCUIT CONDUIT AND WIRE5 AND CONNECT TO PANEL "LG", CIRCUIT 2. 1_51 LIGHTING #EG4-1-11-550-UE U3 SINGLE POLE TOGGLE SWITCH FOR SWITCHBOARD LIGHT MOUNTED INSIDE THE 51eqITGH50ARD HOUSING O4 PROVIDE 5/8" DIA. WEDGE ANCHORS, MINIMUM 3 1/4" EMBEDMENT. PROVBDE A MINIMUM OF 5 ANCHORS PER SWITCHBOARD SECTION O5 8" THICK CONCRETE PAD WITH b"Xb", #IOX#10 WELDED WIRE MESH (4" ABOVE GRADE AND 4" BELOW FINISH GRADE) EXTEND b" BEYOND OUTSIDE DIMEN51ON OF ENCLOSURE WITH MINIMUM 1.2% SLOPE FOR DRAINAGE OFINISH GRADE OGFI TYPE RECEPTACLE. PROVIDE BRANCH CIRCUIT CONDUIT AND WIRES AND CONNECT TO PANEL "LG", CIRCUIT 4. MAIN SWITCHBOARD ELEVATION NOT TO SCALE PARKING ADDI TION -19005001 CspR2 PROJECT NAME MESA MARIN Drown: IAFL ORES CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job Na: P5C216 DESIGN ENG: 1AF Dote: dul. 20, 10 Checked By LIGHTING FIXTURE SCHEDULE FIXTURE LAMPS MOUNTI NC cn MANUFACTURER 4 TYPE Q Q v� Q 00 WATTS 0 Q � DE5GR1PTI0N 4 CATALOG NUMBER z AND TYPE v- u! d 3 VARIATIONS (OR APPROVED EQUAL) PULSE -START METAL HALIDE LSI LI&HTIN& 400W PARKIN& AREA LIGHTING # GFR-3/FP-400-PBMV-F-450 • 480 I MHP5 FIXTURE WITH FLAT LENS. -5LK-DFK450 SEE DETAIL ON SHEET E-2.0 - A 470 5 50UARE STRAIGHT STEEL LSI LIGHTING POLE. 5EE TYPICAL PARKING # 55G2BO-5075-2'7.5'-5/Di800- AREA LIGHT AND POLE BLK STANDARD DETAIL ON SHEET - E-2.0 - MESA MARIN SPORTS COMPLEX -PARKING LOT EXPANSION ELECTRICAL DETAILS SHEET NO. .2-7 OF 7