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HomeMy WebLinkAbout7.9-161LIST OF DRAWINGS CITY OF BAK RSFIELD SHEET I T/TLE SHEET DEPARTMENT OF PUBLIC WORKS SHEET 2 GENERAL NOTES SHEET 3 DETAILS AND SECT/ONS SHEET 4 SIDEWALK CONSTRUCTION STA 12+85 TO STA 18f85 MESA MARIN SPORTS COMPLEX SHEET 5 SIDEWALK CONSTRUCTION STA 18+85 TO STA 26+00 SHEET 6 SIDEWALK CONSTRUCTION STA 26+00 TO STA 31+00 SIDEWALK CONSTRUCT/ON EXISTING MONUMENT IN ENCASEMENT AT THE IN TERSEC TION OF BEDFORD GREEN DRIVE AND HIGHLAND KNOLLS DRIVE ELEV= 684.80' ii ` 11 / ,l �i .i it �• DESCRIPTION: S TREE T CL OF BEDFORD GREEN WAS USED AS BASIS OF BEARING BETWEEN MONUMENTS FROM STA 12+85..00 TO J1+00.00 BEARING IS: N00 °3223" E ST -12, ST -23, ST -24, ST -26 ii � � ,1' ;j �l ;j fid• /� RSP A 88A (L A TES T RE VISION) L 5 awl' Riffi WW , I � , l7 / — — --- -- EA SEMEN T W.M. EXIST CURB & GUTTER —f— RIGHT—OF—WA Y LF EXIST. A. C. FL0WLINE 44 CENTERLINE W.V. EXIST EDGE 017 PA VEMENT LF RAILROAD TRACKS n n GUARD RAIL X CHAIN LINK FENCE G.M. ® IMPROVEMENTS S.L. UTILITY SYMBOLS 14 w EXIST WA TER LINE S EXIS T SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND © LINES POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE F. H. Fo_1 MANHOLE � FIRE HYDRANT P.P.P I TEM W.M. UNI T OF MEASURE —f— 0 WER POLE LF WATER METER 44 LF W.V. 98 LF EXISTING MONUMENT N WATER VALVE ❑6 FU TORE MONUMEN T G.M. ® GAS METER S.L. LF G.V. 14 3 S TREE T LIGHT N GAS VAL VE S TREE T LIGHT W/MAST ARM -0� BENCHMARK C.O. CLEAN OUT NNW— A U TO SCOPE © PRE— EMP TION DEVICE EAST OF BEDFORD GREEN DR/VE 0 N NOT TO SCALE ESTIMATED QUANTITIES I TEM ESTIMA TED QUANTITY UNI T OF MEASURE MINOR CONCRETE SIDEWALK (5.5' WIDE) 1,469 LF MINOR CONCRETE (SIDEWALK W/6" CURB COMBINATION) NO REBAR 44 LF MINOR CONCRETE (SIDEWALK/ RETAINING WALL COMBINATION) 6" TO 24" 98 LF MINOR CONCRETE ACCESS RAMPS 906 SF STREET LIGHTS 9 EA 9" DIAMETER WATTLES DRAINAGE CONTROL 565 LF BOLLARDS 14 EA Job No.: P4C132 File Path: SAPR0JECTS\2013-2014\P4C132 - Mesa Marin Phase 11\04 Mesa Marin Tie-ins File Name: Bedford Green Blvd (SIDEWALK).dwg ad NO TE: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES. 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. M,11,9�����������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l T Y CONS TRUC TION INSPECTION DEPARTMENT 48 HOURS NOTICE. THE CON TRAC TOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCT/ON. DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY THE CITY ENGINEER OF ANY VARIA TIONS 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 CON TRA C TOR IS RESPONSIBLE FOR VERIFICA TION OF THE L OCA TION AND DEP TH OF ALL U TIL l TIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CON TAC TED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONS TRUC TION OR EXCA VA TION. AN Y EXIS TING IMPRO VEMEN TS OR U TIL l TIES THA T ARE REMO VED, DA MA GED OR UNDERCU T B Y CN CON TRAC TOR'S OPERA TIONS SHALL BE REPAIRED OR REPL ACED A T THE CON TRACTOR'S EXPENSE, AS 6 DIRECTED By THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. P0 ALL GRADING AND UTILITY WORK SHALL BE CONSTRUCTED PER THE CITY OF BAKERSFIELD STANDARDS AND THE CAL TRANS SPECIFICA TIONS, LA TEST EDI TION. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIA TEL Y PRIOR TO ANY FURTHER WORK. L THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION E NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. o ALL WORK WHICH /S DEFECTIVE /N ITS CONS TRUC TION OR DEFICIENT IN ANY OF THE REQUIREMENTS z OF THESE DRAW/NGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE >�' CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH -0 CORRECTION. a� :3 THE CON TRAC TOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONS TRUC TION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPL Y CON TINUOUSL Y AND NOT BE LIMI TED TO NORMAL WORK/NG HOURS. THE CONTRACTOR SHALL DEFEND, IDEMNIFY AND HOLD THE OWNER/ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE J NEGLIGENCE OF THE OWNER OR THE ENGINEER. Q Li O ALL GRADING AND SITE PREPARATION SHALL CONFORM TD THESE PLANS AND THE GEOTECHNICAL INVESTIGATION PREPARED BY KRAZAN AND ASSOCIATES, KA PROJECT NO. 022-07192 DATED MARCH _0 10, 2008. THESE DOCUMENTS SHALL BE MADE A PART HEREIN. THE GEOTECHNICAL (SOILS) ENGINEER AND CITY ENGINEER SHALL BE NOTIFIED AT LEAST 2 DAYS BEFORE THE START OF ANY WORK AND PRIOR TO PLACING ANY FILL MATERIAL. L THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS _0 A RESUL T OF HIS OPERA TIONS DURING THE EFFECTI VE PERIOD OF THIS CONTRACT. PREVENTA TI VE _o MEASURES SHALL BE TAKEN By THE CON TRAC TOR TO Ml TIGA TE THE IMPACT OF DUST AND PM 10 Q) EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION Q) Vlll (8). IN ADDITION TO ANY DUST CONTROL PLAN, THESE MEASURES SHALL INCLUDE, BUT NOT BE 1n LIMITED TO THE FOLLOWING. S A. PRE -ACTIVITY.• aa) A. PRE -WATER SITE SUFFICIENT TO LIMIT VDE TO 207 OPACITY. B. PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME. B. DURING ACT/VE OPERA TIONS. - 0 A. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDE TO 207. OPACI TY B. LIMIT ACTIVITY TO PERIODS OR LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMIT VDE TO 207 OPACITY. �I C. APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS o AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 207 OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. V) C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY - 0 A. RESTRICT VEHICULAR ACCESS TO THE AREA. B. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY Wl TH THE c CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF L DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA g MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED 6 /N RULE 8011. V) g D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS. A. ALL VIS/BLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE REMOVED A T THE END OF EACH WORKDA Y. TRACKOUT BEYOND 50 FEET OR THE SI TE N SHALL BE REMOVED IMMEDIA TEL Y. B. CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED jv EQUIPMENT AND METHOD AS SPECIFIED BY THE SJVUAPCD. C. THE USE OF BLOWER DEV/CES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSL Y PROHIBI TED. r- D. ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CON TRAC TOR. 1 IF DURING GRADING OR CONSTRUCTION, ANY PLUGGED, ABANDONED OR UNRECORDED WELLS O CN ARE UNCOVERED OR DAMAGED, THE DEPARTMENT OF CONSERVATION/ DIVISION OF 0/L GAS AND GEOTHERMAL RESOURCES SHALL BE CONTACTED TO INSPECT AND APPROVE ANY REMEDIA TION. (n v DURING GRAD/NG, w REASONABLE SEARCH/NG SHOULD BE PERFORMED FOR CONCEALED 0 SUBSURFACE OBSTRUCT/ONS ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE ry REMOVED. IF THE TERM/NUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE j PIPING SHOULD BE REMO VED Wl THIN THE PROJEC T AND PROPERL Y CAPPED A T THE PROJEC T BOUNDARY. 0i CITY OF BA KERSF/EL D,CAL /FORN/A ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY THE CON TRAC TOR. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS MA TERIALS ACCORDING TO THE RECOMMENDATIONS OF THE SOILS REPORT. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE SOILS ENGINEER. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMI TTED. THE CON TRAC TOR SHALL GRADE THE PAVING AREAS WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING A T NO COST TO THE OWNER. FILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER. ENGINEERED FILL MATERIALS SHOULD BE PLACED /N THIN LAYERS LESS THAN 6 INCHES /N UNCOMPA C TED THICKNESS . AND COMPA C TED AT OPTIMUM MOISTURE CONTENT (OR A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPA C TING AND SOIL STABILITY). EXPORT MA TERIAL SHALL BE DISPOSED OF A T AN APPROVED SI TE THA T IS COORDINA TED WI TH THE INSPECTOR. IT IS THE RESPONSIBILITY OF THE DE VEL OPER AND THE CON TRAC TOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS, (B )NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS, (C) INFORM THE ENGINEER OF ITEMS ENCOUNTERED DURING EARTHWORK OPERATIONS WHICH MIGHT EFFECT FOUNDA TION STABIL I TY SO THA T THE I TEMS MA Y BE TREA TED UNDER THE ENGINEER'S DIRECTION. (THESE ITEMS MIGHT INCLUDE BURIED TRASH OR VEGETA TION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.) Pbepr 1 Bockfyil compacted to 959 relative compaction in roadwoy areas frau 3.0' beyond bock of curb, excluding ol1 but the outer 1.0' of the medion areas; and in olleys, within the existing, accepted roodwoy improvements Backfill compacted to 90% relative compaction in oll other areas Bockflll in pipe zone compacted to 90% relative compaction. Bocknil moteriol within the pipe �, . zone to conform to notes 1, 2 ti and 3. •• a � a •• For public uhNies , construction requirements as per the Public Utilities Commission Cenerot Orders 60' Bedding Moteriol for Fleoble Pipe os per ASTM D 2321 NO TES.• 1. Back& for Rigid Pipe. Backfill material within the pipe zone shall be bee of deleterious material and shall have o Sand Equivalent of not less than 20 and shall conform to the following grading.• Sieve Size Percentage passing 3/4' 100 No. 4 35-100 No. 30 20-100 This bocknl material shall be placed in not to exceed one foot (1.0' loose) loyer4 simultoneously on each side of the pipe in such o manner as not to damage or disturb the pipe on its oltgnment and grade. Each /oyer shall be thoroughly comp- acted by mechanical tamping. Backfill material shall be properly compacted to springline prior to proceeding. 2. Back& for flexible pipe. Pipe and fittings shall be instal%d in accordance with the current AS1M specification D-2321. Only Class l and 11 embedment materials within the pipe zone wiz/ be considered suitable. Within the pipe zone, water flooding and getting sholl not be used for backfill compaction for flexible pipe. The bedding and hounching sholl be hand placed to the Spring line of the pipe and properly compacted. For sewer mah4 Class l bedding is required for bedding and haunching. Core shall be token not to dislocate the pyoe. The remaining backMl in the pipe zone shall be hand placed and compacted in lifts not to exceed 6.0' thickness Backfill moteriol sholl be properly compacted to springline prior to proceeding. 3. BockMl material obove the pipe zone shall be free of deleterious material and lumps or stones exceeding 4.0' in greatest dimension and shall be placed in not to exceed one fool (10' loose) layers and each /oyer sholl be thoroughly compacted by mechanical tamping. I~rA* aa* • Depth varies depending on the D. street's Trofflc Index (R). See Table B' below •Street Zone TABLE B' TRAFF/C INDEX DEPTH 10-50 12' 55- 6.5 1.5' 70-80 2.0' 8.5 OR MORE 2.5' Bock6ll compocted to 9090 _ relative compaction Upper limit of pipe zone shall be 1.0' above top of pipe bell or the outside diameter of plain end pipe. 4. Testing of bockM1 materials shot/ be in accordance with the tests listed in Section 6-3.01 of the State Standard Specifications, (or ASTM D1557, Method Cl for trench width greater than 1.0' If trench width is less than 1.0: backfill with 2 sock slurry. 5. Compaction tests wit/ be required and shat/ be the respons- ibility of the Developer / Subdivider / Contractor. The number and location of the tests shot/ be determined by the City Engineerr, the tests shall be in accordance with the tests listed in Section 6-3.01 of the State Standard Specificotiong (or AS1M D1557, Method 'C7. 6. Each /oyer of backfill material shat/ meet the compaction, sond equivalent and gradation requirements before the next toyer is placed 7. For pavement patches within paved areas, see standard drawing ST -12 in this design manuol. TA&E "A" The / she# OWY lar trench Width& 0 0 0 AV GREATEST OWNSW TA~ aASS i amh11G a? SIURR - 1.0' or less 10 oftr both 4 0 wider both SWS 10' w to 20' 1.Oh oftr -botsidas SOh vid®r bot 20' or more y 3' akw bolt saes 1.0' oftr both sidles PUBLIC WORKS DEPARTMENT FILENAME: ST-12REV STANDARD TRENCH BACKFILL AND COMPACTION REQUIREMENTS CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT PJobDote: ome.• Bedford Green Blvd No.: P4C132 Nov. 10, 15 Q B Q0 >1 ~ 5'-0" Min 7 5% 1.5% Max T Max CV I - L -- L L-ZL/ ,' I I f f1A J -i ce 9.0% Max AT CURB TYP B QROFESS/ON I NG/y cql F2 Q Z RE IS TERED Cl VIL ENGINEER C 80507 * Exp. 3-31-1 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE -9T ClV I \- BAKERSFIELD, CA 93301 F OF CA0 0- REV/S/ONS No. DA TE I DESCR/P TION 1 / / 2010 REVISED STANDARD PLAN RSP A88A 7.5% SIDEWALK Max RETAINING CURB IF NECESSARY AT EDGE X OF SIDEWALK C7 FRONT EDGE OF SIDEWALK 11 1� 72ZZZZ7 2.3" Min AND 2.4" Max CENTER TO CENTER SPACING 0 0 0 0 0 0 0 0 (0 RAISED TRUNCATED DOME PATTERN (IN-LINE) DETECTABLE WARNING SURFACE --- NOTE: RAMP TO BE CONSTRUCTED NOTES: CASE B CONFORMING TO EXISTING CURB AND GUTTER 1, AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL A AND DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 3. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-2". 4• TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH (NO LIP) AND FREE OF ABRUPT CHANGES. 5. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3'-0" DEPTH OF THE RAMP. A 4'-0" WIDE DETECTABLE WARNING SURFACE MAY BE USED ON A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE REQUIREMENTS IN THE STANDARD SPECIFICATIONS. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION REVISED STANDARD PLAN RSP A88A CURB RAMP DETAILS NOT TO SCALE RSP A88A DATED JULY 3. 2015 C/ T Y RECORD /I/t�. �DEWALK Dwn: JAF / M Engineer: JAF PARKING LOT EXPANSION: MARIN SPORTS COMPLEX Checked By. L.S. I NOTES 0 9 SHEET NO. 2OF6 2 3 9R ESS/4 7?" CREA TE A BEVELED o Coal iron a 1 <c� 51 NG/y �� CONSTRUCTION JOINT EVERY 4' `�C.� ��Q 041 y23' sat saws air i.on ��, ¢ = I'9 - ;,� BACK OF RETAINING WALL w �� r m Pok ft _ REGISTERED CI VIL ENGINEER C 80507 !, E b -• .� TOP OF RETAINING WALL Yl n�ii : • 4::. • . • : � � _ � CONSTRUCTION JOINT EVERY 4' * Exp. 3-31-17 *. boll tick .. Cl TY OF BAKERSFIELD Ci V iL ylg.onokon 1501 TRUXTUN CAVENUE 93301 FDF CAS-�F� bat tidy Aw owl an BASE PLATE (PLAIN) BASE PLATE (PROFILE) under pole street side TOP OF RETAINING WALL BAKERSFIELD, Haim) SEE RETAINING WALL REVISIONS 1.25' (0.4m) BASE PLATE (PROFILE) \�. Pole Did. + �� No. DATE DESCRIPTION • 0.0625" (2mm) FACE OF RETAINING WALL •`. •: : a �- 11' (0.3m) min. V11 FACE OF RETAINING WALL%' bolt circle11.5" (0.3m) max.BOTTOM OF RETAINING WALL TOP OF WALLboll circle dight Pub SIDEWALK A BASE PLA TE (PLAN) AR fik sae S10114W SI -24 �.. See detail ST -24 for mounted streetAF ) -� ELEVATION VIEW lot M*IF4 Light Pbk CHAMP R ETA/ 2" TYPICAL STREET LIGHT 4.0' x 6.5' (100mm x 165mm) Handhole and PLb ft SW cover with 0.25'x 1.5" (6.5mm x 40nm) sr-�.� RETA/N/NG WALL DETAIL PULL BOX LOCATION DETAILS reinforcement ring welded to outside of hole. NOT TO SCALE 0.5' (15mm) 13 NC grounding nut welded to Light Pab- t4iiph/-o/-mooy� inside o1 pole opposite handho% b 12" x 12" x L0' ((23m x 0.3m x 25mm) Bose plate (see delm7 above). DECORA TI VE INSTALL 5"' BOLLARDS 9 N z '1 4 ASTM A-307 anchor bolts, Wx 30' x 4.0" BARK 48 "HIGH MIN, 5' 0/C Ad fik sw �: (25mm x 0.9m x 100mm) with hex nut, leveling STRAW BEHIND CURB SEE PL A N sfm&d ST -24 �' nut, and two washers for each boll. :e�. HP orrsction or 1�6t ' WA T TL E 6 » 20- (50mm) groin under bole otter leveling MAN) 112 " R a d. ¢ EX PARKING L 0 T 6" HP '�...... ........ '`1 I EX CURB STREET LIGHT 6t- - - - - ........ . � PULL BOX LOCATION - TYPICAL LOCATION DETAILS • � � • � ' � • • -�'•• °°° i L5 (40mm) Cordmt with \ 1, AT DRIVEWAYS 12' (0.3m) min. radius bend , CIOSS B' non- FILENAME: ST-22REV 5.5' ' � MINI �O, � �� : y SEE PLAN 6 MIN. Ln FILENAME: ST-24NEW 80% COMPACTION -12 reinforced field- » I cost foundation` �' � o o STANDARD DIRECT BURIAL EX CURB #4 REBAR �-o MAXMAx ;.;.: � z STREET LIGHT Gp 12 O.C. " DEEP N BASE PLATE DETAILS a STREET LIG AND GUTTER 62 LOCATION DETAILS 2%MT ARM TYPE . CITY OF BAKERSFIELD CITY OF BAKERSFIELD f :p•...•,:;.::.:.. ,.r....:.::.: «, .:. ,`:- :: _ °: :r,. 4 REBAR C� 12" 0 C CALIFORNIA CALIFORNIA / PUBLIC WORKS DEPARTMENT _0 L. \ //.�'` ����1�, * �\ \�`, ;: `, :' :`y,`• PUBLIC WORKS DEPARTMENT ,/ __�.�� 2 NO TE. J 12' concrete collar » (i/ not located ���' WALL VARIES A T STREET Q Waterproof next Slope away from Pull Box COMPA C TED SOIL 2 w in sidewalk) location tog Sb�et L�nl #4 REBAR LIGHT (STA 25+08 SEE 0 7�12 PLAN AND DETAIL "B/3") (10 \� O IIII •,, �• i.*e a�•• ; ION :T /31/2(N9) 2.0'Min. 3 STA. 24+54 TO STA. 25+25 NOT TO SCALE Pre -cost concrete Toward center U Pull Box Toward Street of intersection 0 0 O( 0 0 0 0 0 0 Duct Seo/ Plug0 0 O O O Oj NUIdYBERIiNG ORIE/V TA TION U) Schedule 40 - 1.5" N STREET LIGHT PULL BOX PVC electric conduit 0.75' max. size grovel bed EXI S TING CURB STREET LIGHT FOUNDATION C 12' Min. Radius AND GUTTER 5a g To Utility Service-�•- -�---- To Street Light 0 0.5' or 0.625 x 8.0' o NO TES: N For metol po t Grounding Rod (at stree �I light pull box only) > ��. 1. le opply backing to o clean surface. CONSTRUCT EXTEND SIDEWALK �. 2. Backing plate shall be Almefek EMP - 2.56 or O approved equal on all city approved poles 5.5' WIDE SIDE WA L K TO WA L L / PULL BOX DETAIL 3 Numbers used shall be Almetek PS - 2.5 series or Co# conductors and secure fuse holder opproved equal. U) and splices at top of pull box with 4. Pressure sensitive markers o/ reflected scotchlite SEE PLAN FOR WALL HEI GH T � cable Pies Waterproof in-line fuse STREET /5'-2.0' holder (at street light pull box only). blue numbers on o white background. c " •L slack wire between 5. Bottom o/ letter block is 9.0' (2.7m) from grade / C o connections sidewalk elevation, od�vsf as needed to clear hardware 12 " CL R or appurtenances ° L I G H T I N G 6. For street light pole standards, see detail ST -22. S TREE T LIGHT 135 ° T YP Q) g Waterproof 7. Splice numbers / contractor shall install city approved /� numbers on all street light poles EQ. EQ. N 18 Bare Solid COVER DETAIL Ground wire 4' WIDE. CENTER CURB/ WALL U BETWEEN LIGHT FOUNDA TION 't Direct Burial n Ground Clamp NO TES: O 1. Locate street light pull box in sidewalk within INNER BOX DETAIL n1 5.0' of street light standard. I 2. Remove cover before placing concrete for sidewalk FILENAME: ST-25REVFILENAME: ST-24REV CURB/WALL AT S TREE T LIGHTS SEE O or collar. Keep inside o/ box free of overspill. PLAN FOR L OCA TION AND DIMENSIONS) J. Pull box shot/ be size 3 1/2 and shall be located STANDARD S TAN D AR D V) STREET LIGHT within 5.0' of the street light and instal/edthe PULL BOX POLE � shah bet placed underkthe pull/ boGravel (x /or 75'max) DETAILS NUMBERING B TYPICAL CURB/ WALL DETAIL STREET LIGHTING �s O drainage. Pull box cover shall be marked to ft� identify it as street lighting. Pull box shall be CITY OF BAKERSFIELD CITY OF BAKERSFIELD STA 19+ 00, STA 20+ 98 AND STA 25+ 08 In CALIFORNIA CALIFORNIA 3 NOT TO SCALE CITY RECORD N0. PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT L()File Nome. Bedford Green Blvd (SIDEWALK) Drawn: GSA/JAF SIDEWALK CONSTRUCTION: MESA MARIN SPORTS COMPLEX SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P4C132 Engineer: JAF DETAILS /SECTIONS 3 OF 6 Date: Nov. 12, 15 Checked By. j, S 0 1 2 3 CL N L6 0 N N L a� E a� 0 z a U) L C_ L-40 C a V) Q) H U a- 0 N I 0 N cn U W 3 O Of / u Lllt`0 jJ1 19 21 Ito 20+68 W � �` `- m W � ,, V W EXISTING m v W Q � v J UTILITIES PER \ j Z m ,, Q m p 22 -- �- �� TRACT- o J v 6j Qj -.j � � m v Q (NOT VERIFIED) + �, o + rn rn J N W LO tr) ��V p� QOC� N3� O� +� +V� +sem /Z�t' Z W EXISTING CURB o N"? o ZN cn LnNNW co ZW cn Wal AND GUTTER Z, ZQ 2NQ foo?�ai �S. L CONDUI TS cn Uzi c0 �� � Q � cn v z� BELOW SIDEWALK(NI Cn � m cn W __.. 13 12 U 158 LF 5 6 INSTALL 65 LF 3" 28 LF -6» CURB MA TCH TO EX S/W „ k PRO TEC TIN ' ?' CONSTRUCT 35 LF OF 6" CURB To CLOSE THE TEMPORARY PARKING ACCESS AREA TO THE NORTH. CITY OF BAKERSF/ELD, CALIFORNIA CONSTRUCT/ON NOTES; 1O CONSTRUCT 5.5' WIDE SIDEWALK PER CITY OF BAKERSFIELD STANDARDS O2 ADJUST THE EXIST/NG PARKING LOT LIGHT PULL BOX TO TOP OF NEW SIDEWALK. 3O PLACE STREET LIGHT PULL BOX IN SIDEWALK. CONDUITS TO RUN UNDER SIDEWALK O4 CONSTRUCT RETAINING WALL PER DETAIL A-3. O5 EXIST/NG PARK/NG LOT LIGHT STANDARD. 6OCONSTRUCT CASE B ACCESS RAMP PER CAL TRANS REVISED STANDARD PLANS A88A. O7REMOVE EXISTING SIDEWALK. 8O CONSTRUCT NEW SIDEWALK. MATCH EXISTING SIDEWALK 70 NEW ACCESS RAMP. O9 INSTALL 9" DIAMETER STRAW WATTLE. SEE PLAN FOR LENGTH. �p REMOVE EXISTING TURF AND TREE STRAIGHT GRADE BETWEEN TOP OF EXIST/NG CURB AND NEW SIDEWALK. 11 INSTALL 5" DIAMETER BOLLARDS AT 5' 0. C. BEH/ND EXISTING CURB IN PLANTER .AREA. �p CONSTRUCT STREET LIGHT POLE SEE SHEET 2. N 0of ESS/ON l N G/y G zT r REGISTERED CIVIL ENGINEER ji LuC 80507rn * Exp.3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF C/Vii- BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE I DESCRIP TION 171 // SCALE: 1 " = 20' is I Cl T Y RECORD NO. Nome.•Bedford Green Blvd SIDEWALK Drawn: GSA JAF SIDEWALK CONSTRUCTION: MESA MARIN SPORTS COMPLEX PUBLIC WORKS DEPARTMENT Job No.: P4C132 Engineer. JAF Date: Nov. 12, 15 Checked By. L S I STA 18+85.00 TO STA 26+00.00 Eel r SHEET NO. 5 OF 6 1 2 3 QRpFESS/ON S ► N GN cF'1c E 1STERED CIVIL ENG/NEER � C 80507 Exp. 3-31-17 P CITY OF BAKERSFIELD \ 1501 TRUX TUN A VENUE l>' Clvi\, \ BAKERSFIELD, CA 93301 OF CA�- CONSTRUCTION NOTES: REvisioms ' No. DA TE DESCR/P TION CONSTRUCT 5.5' WIDE SIDEWALK PER CITY OF BAKERSFIELD STANDARDS �\ 2 ADJUST THE EXISTING PARKING LOT LIGHT PULL BOX TO TOP OF NEW SIDEWALK. � O ~ O3 PLACE STREET LIGHT PULL BOX IN SIDEWALK. CONDUITS TO RUN UNDER SIDEWALK. 2 � • / `� \\ 40 CONSTRUCT RETAINING WALL PER DETAIL A-3. X ,`� \ 1 \ O EXISTING PARKING LOT LIGHT STANDARD. O CONSTRUCT CASE B ACCESS RAMP PER CAL TRANS REVISED STANDARD PLANS A88A. REMOVE EXISTING SIDEWALK. CONSTRUCT NEW SIDEWALK. MATCH EXISTING SIDEWALK TO NEW ACCESS RAMP. \ 9 INSTALL 9" DIAMETER STRAW WATTLE. SEE PLAN FOR LENGTH. SCALE: 1 " = 20' \ O �, • ,,� \ 10 REMOVE EXISTING TURF AND TREE. STRAIGHT GRADE BETWEEN TOP OF EXISTING CURB AND NEW SIDEWALK. INSTALL 5" DIAMETER BOLLARDS A T 5' 0. C. BEHIND EXISTING CURB IN PLANTER AF?EA. ` ` \ CONSTRUCT STREET LIGHT POLE. SEE SHEET 2. o:, N O ` z QN cn 5 Z L-L1 P,�y \ o ��� EXISTING CURB AND 6� GUTTER °\ v L'J ` \ Y / � \ \ X W \ �UQ 70 o 0 as \ �p �� s I I `'C0� L., 'y y \ �p \ �\ / e , M-, W, EXISTING TRAFFIC y a SIGNAL PULL BOX y \ in TO BE ADJUSTED TO w '� RN O�� EX TOP OF SIDEWALK CONSTRUCT � I WIDE SIDEWALK O \ C" a� °' 31 v 32 01.4 c a En i CONSTRUCT 5.5' R- WIDE SIDEWALK N PO y o sEXISTING TRAFFIC / j s _ . _ m SIGNAL PULL BOX f r� w__,STEDO o TOP OF SIDEWALK I MATCH � - EXISTING / END I SIDEWALK CONST w 0 th !CITY RECORD No. File Name-Bedford Green Blvd (SIDEWALK) Drown: GSA JAF SIDEWALK CONSTRUCTION: MESA MARIN SPORTS COMPLEX SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P4C132 Engineer: JAF Date: Nov. 12, 15 Checked By. L STA 26+00.00 TO STA 31+84.33 SR 178 6 OF 6 0 1 2 3