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HomeMy WebLinkAbout6.1-1690A.C. PAVING TESTING NOTES: SP7 -39.01 1. 7 -1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM - REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT 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 CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT.. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, " SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL 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 PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL 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 PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER 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 SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967., THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED 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 CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A 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 SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE "GREENBOOK ". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK " ........... WHICH ALLOWS UP TO 50% VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY BY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 22. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. 23. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND SATE OF CA., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -6, ST -9, ST -14, ST -17, ST -22, T -34, SW -1 3. PAVING FOR JEWETTA AVENUE SHALL BE: 0.35' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 15) OVER 1.25' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. OO TO BE INSTALLED OO EXISTING 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 INSTALL STREET LIGHTS, 5800 LUMEN PER DETAIL ON SHEET 14. INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STD. ST -1 PER PLAN. 7. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3 -1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. INSTALL HANDICAP RAMPS PER CALTRANS 2010 REVISED STANDARD PLAN RSP A888. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1- 800 - 227 -2600. 13. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ( "GREENBOOK "). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 16. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 17. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 18. DUST CONTROL- CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 19. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. 20. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNL; ESS SECURED BY AN IMPROVEMENT AGREEMENT. APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT -OF -WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) BASIS OF BEARINGS: THE BEARING OF N 00'48'26' E SHOWN FOR THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 30, T. 29 S., R. 27 E. ON TRACT NO. 6057 -PHASE A. MAP BOOK 48, PAGE 141 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERUNE INTERSECTION OF BRIMHALL ROAD AND JEWETTA AVENUE. ELEVATION = 368.31' (USGS DATUM) PER TRACT 5827 PHASES D -F STREET CONSTRUCTION PLANS LIST OF MATERIALS ITEM UNIT QTY A.C. PAVING TONS 248 CL. 11 AGG. BASE CUYD 169 SUBGRADE PREPARATION CUYD 1266 CURB AND GUTTER LF 191 CROSS GUTTER SQFT 1303 SIDEWALK SQFT 1424 HANDICAP RAMPS EA 4 TRAFFIC SIGNAL INTERCONNECT CONDUIT LF 328 9500 LUMEN STREET LIGHTS EA. 1 SAWCUT LINE LF 380 POWER POLE RELOCATION EA 1 8" SEWER LINE LF 46 COLLECTOR STREET (L LENGTH I LF 1 330 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS 01 J Q P.M. NO. ch 11784 m i I, FOR 1300 JEWETTA AVENUE S.P.R. NO. 14 -0243 CONSOLIDATED MAINTENANCE DISTRICT 1 -105 i JEWETTA AVENUE �9� ��- - -- - -• -�= iii--- • - - - -- �' KEY MAP SCALE: 1"=100' INDEX OF SHEETS SHEET TITLE 1. TITLE SHEET 2. JEWETTA AVENUE STA. 13 +29.95, C.L. TO STA. 16 +59.91, C.L. LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE LS LANDSCAPE O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. E FURNISH & INSTALL STREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO BE 'LED" AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SEC11ON 86 -6.01 OF WHICH MODELS INCLUDE: 1. HOLOLPHANE LVUI SERIES 2. LEO TEK GCI SERIES 3. CREE XSP SERIES OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER. R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: 'R1 -1' - STOP "W31(CA)' - END "R6 -1" - ONE WAY `W14 -1" - DEAD END "R5 -1' - DO NOT ENTER 'W14 -2' - NO OUTLET `R26(CA)" - NO PARKING -W1-7" - DOUBLE ARROW 'R3 -5R' - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW 'R4-7' - KEEP RIGHT "W1 -1' - CURVE ARROW "R81(CA)' - BIKE LANE "W3 -3' - SIGNAL AHEAD SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. EXISTING GROUND CONTOUR PROPOSED CURB AND GUTTER ---------------- - - - - -- PROPOSED SAWCUT LIMIT LINE TRACT BOUNDARY - -- -- - -- RIGHT -OF -WAY EXISTING E.P. O1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE CONSTRUCTION NOTES SECTION DESIGNATION: SECTION LEM _2 SHEET WHERE SECTION IS SHOWN ENGINEER'S STATEMENT THESE PLANS AND 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 CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. v APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6 -30 -16 b� IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD= N`� PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" ,' � -.1 Q HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. a M. d'ZW 5 APPROVED BY: NICOLAS C. FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 EXP. 12 -31 -14 REVIEWED BY: ASSISTANT PUBLIC WORKS I l 'ut1 1 DATE REVIEWED BY: 7� " /I I-,. j./ j y TRAFFIC ENGINEER DATE NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. VICINITY MAP NO SCALE Know what's below. CaII before you dig. r m z 0 w La 0 11 11 a �u J F--: ow a 00: O I= ^ M M M p M O J M J J J J J J -1 J < U - J -j - U ti U LL: U LL: �C�1 X00 _ O^^ ]CNN - ".M- O N rn rn Go 06 06 LU - SEWER MANHOLE M mod- mr- � ao SEWER MANHOLE I- r i - N N rry + m + + + + 370.47 TOP RIM LO 369.66 TOP RIM M M o `�' 355.67 INV N -S 354.97 INV N v 357.!3 /NVE -H CALL. a< NN NN JEWETTA AVENUE N N N N j5� ¢9- 356.38 INV E a rn 69�- -- - - - m� - -- - -- -- -- - - - - -- EXlEN_WIYPLANS - - - - - - -l3 - T- - - - BURIED TELE. - -T- - - -T- - - - BURIF� TELE. 2" GAS-SC � - ^" 370; - G G G - {370r -� SOP Q w 30' WIDE PUBLIC ROAD PER yg�1 1 y,9 .g)X rj (BASIS OF BEARING) 10 y• `�` Oi COUNTY ROAD No. 589, VOL, 12}00 ��0• 14+00 NOO'48'26'E �P I . 15 +00 '6, PG. 168 �P 16 +00 J J ULi JJ 0 �� 0 CO C co c0 cn i++ �n N N rJ I i37p� - n -- - SL s g 1 I '�-�- -L S S- - s _ __ ® - L � a END OF CURB & w TRAN r "Oc ~' 18" SE R S B, -� 12" WATER- C.O.B. W GUTTER AND / `; 4 _�- 1 w w_ 370 I APPRO LOC T!ON 4 SIDEWALK 1) m < a_C0B > > c° m ------- - - - - -- -------- - - - - -- s _ - - -- -- - - - - -- - - - -- - - - - -- - - 19 2 �._ -_-- -� -- 1� 2 - - l ` ,fig. L,o -- - - - - -- -� -` -IC Ic IC-- - --OH Y I 1 •r I T-f�1 r �I�i� I� GA I -i (- Eli 3 ST / • •c I R10OB -cA.. m STOP R1 -1 7 1 1 I I I I LI • I 3 if I R I II 2 1 I I I 1 R1 l l EXIST. /W END C IN LINK FENCE - -- ----- - - - - -- ----- - - - - -- II \ END ARSE WIRE FENCE ~ CITY OF BAKERSFIELD STREET !` PROPOSED R/W ^ M }� RIGHT OF WAY PER DOC. No. INSTALL SEWER LATERAL ,ci tci '1202110143 O.R. CONNECT TO EXIST. 8" SEWER STUB STUB & PLUG `� to ° "' B.C.R. - ELEV. 369.77 STA. 16 +00.21 C.L. 18.57 RT. S8911'34•E �� a _j o J n AI ( E.C.R. - 'ELEV. 369.53 STA 13 +98.83 C.L. 56.74 RT. INV. 357.29 EXIST. 8' STUB 8' SEWER 0 200% w > 0 !, Y I I STA. 13 +68.83 C.L. 57.17 RT. 358.21 INV 8' W I I I I I I I I I NOTE: 1 1 w e w ,�,, CONTRACTOR SHALL VERIFY THE I I I I+ 1 II I it I I I I I I LOCATION & ELEVATION OF THE I I I II EXISTING 8* SEWER STUB PRIOR TO � CONSTRUCTION & NOTIFY THE w c'n m - ENGINEER OF ANY DISCREPANCIES. JEWETTA AVENUE STA. 13 +29.65 TO STA. 16 +59.91 SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL 372 370 368 '- 12 +25 ►t ► ► • 1 �Wffi o' C.� O pj ULLj O M O 9 w (V H N X + W c-4 Z LA D> M W J W O N a' ri U 00 m + N N Q W N EXIST. CROSS GUTTER S =0.26% 13 +00 q JEWETTA AVENUE W J W O n Go + t2 En H :D E O U r7 W > p W W NIF- m O Z + CC � CU Q Lj - CURB RETURN-_ - „ c�� -1-CURB RETURN- - EXIST. EAST FLOWLINE S =0.20% , 111 APPROXIMATE EXISTING - - - GROUND ALONG CENTERLINE S =0.25% - i PROPOSED EAST FLOWLIIE VARIES 46' TO 48' R/W VARIES 35' TO 37' 6' VARIES LU I O2 I EX15nN0 Z I MASH VARIES �±1.5%O f3X 2% MIN. I I L 0.30' A.C. PAVING 80' COMPACTED AGG. BASE 0.MPACTED O.G. TO 95% RELATIVE DENSITY R =57 TI =6 rA SECTION 2 SCALE: 1"=10' 3. SYSTEM TESTING CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. PVC PIPE MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE APPROVED COUPLINGS. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS I AND II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 15 +00 00 a 00 TANGENT M M C9 31.54' CD - m N M y M m 19.88' M U M Ixa W Z W Y W LLJ p �w 3W LU O M 1,N00 Z (3i C4 C6 NNE Z -U m + W N C=.9 - LJ 5z = a te LLJ U p > ¢;�O NpQ QOH CJ W W N L7 N m EXIST. CROSS GUTTER S =0.26% 13 +00 q JEWETTA AVENUE W J W O n Go + t2 En H :D E O U r7 W > p W W NIF- m O Z + CC � CU Q Lj - CURB RETURN-_ - „ c�� -1-CURB RETURN- - EXIST. EAST FLOWLINE S =0.20% , 111 APPROXIMATE EXISTING - - - GROUND ALONG CENTERLINE S =0.25% - i PROPOSED EAST FLOWLIIE VARIES 46' TO 48' R/W VARIES 35' TO 37' 6' VARIES LU I O2 I EX15nN0 Z I MASH VARIES �±1.5%O f3X 2% MIN. I I L 0.30' A.C. PAVING 80' COMPACTED AGG. BASE 0.MPACTED O.G. TO 95% RELATIVE DENSITY R =57 TI =6 rA SECTION 2 SCALE: 1"=10' 3. SYSTEM TESTING CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. PVC PIPE MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE APPROVED COUPLINGS. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS I AND II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 15 +00 NOTE: CLASS "B' CONCRETE (5 SACK) WEAKENED PLANE JTS. EA. 15' I CURB RETURN _/ 1 S =0.84% 16 +00 FD. CONC. MON. WITH B.C. IN L.H. MKD. "RCE 17564 ", ±12" DEEP, 0.03' N. & 0.02' W. OF CORNER, PER TRACT No. 6220, M. BK. 51, _ PG. 187 -- -- - -- DRIED TELE. - -r- - - ` s1 � I. 'i GAS -SCG 370) G 3L"•- d,N1%p 17 +00 5 EX. A.C. PAVED ROAD S EX. CURB & GUTTER AND SIDEWALK TYP. 12" wWATER- C.O.B. I,_ -- - -- - - - - -- ------------------ 3�p Tyr. - - - - - - - TV I r- - - - -- ------------------------ 1 10' WIDE PUBLIC UTILITIES EASEMENT PER TRACT No. 6220, M. BK. 51, PG. 187 END OF CURB & li GUTTER AND I i SIDEWALK I f- 1 0 it 10 0 IT INSTALL 9500 LUMEN I i� STREET LIGHT 123064 PER i I C.O.B. STD. DET. ST -14 To Im I CURVE TABLE 00 a 00 TANGENT M M C9 31.54' W U W 00f N 20.00' 31.29' 19.88' 89'39'03" W � W W W) N 1 N O N M Y N LU O M W W + co W 00 J C6 In + m + W f V + C=.9 - �2 W �?U C3 >F p > ¢;�O Z Cj Ci W > m fn N a oo..m N.... -LJ NOTE: CLASS "B' CONCRETE (5 SACK) WEAKENED PLANE JTS. EA. 15' I CURB RETURN _/ 1 S =0.84% 16 +00 FD. CONC. MON. WITH B.C. IN L.H. MKD. "RCE 17564 ", ±12" DEEP, 0.03' N. & 0.02' W. OF CORNER, PER TRACT No. 6220, M. BK. 51, _ PG. 187 -- -- - -- DRIED TELE. - -r- - - ` s1 � I. 'i GAS -SCG 370) G 3L"•- d,N1%p 17 +00 5 EX. A.C. PAVED ROAD S EX. CURB & GUTTER AND SIDEWALK TYP. 12" wWATER- C.O.B. I,_ -- - -- - - - - -- ------------------ 3�p Tyr. - - - - - - - TV I r- - - - -- ------------------------ 1 10' WIDE PUBLIC UTILITIES EASEMENT PER TRACT No. 6220, M. BK. 51, PG. 187 END OF CURB & li GUTTER AND I i SIDEWALK I f- 1 0 it 10 0 IT INSTALL 9500 LUMEN I i� STREET LIGHT 123064 PER i I C.O.B. STD. DET. ST -14 To Im I CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.54' 20.12' 90'20'57' C2 20.00' 31.29' 19.88' 89'39'03" o' c7i 0; M co L7 CO > CO 0 Oo m tO a W co M CD M U M U W Z J W 0 O W � W W W) N 1 N O J J 2 LO `= W W + co W + = CO x Q: H Q N .J m LU V) C=.9 - o' c7i 0; M co > LU w W w N co N top n W r 1X !a- `n - -� - W v) 372 EXIST. EAST FLOWUNE S= -0.47% 17 +00 A VIDEO INSPECTION SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD REQUIREMENTS. 4. WYE FITTINGS SHALL BE INJECTION MOLDED IN -LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS. 5. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED PER C.O.B. STD. DET. SW -1. 6. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION. 7. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1- 800 - 642 -2444 8. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLY RESPONSIBLE FOR ITS REPAIR. COMPACTED SUBGRAIDE 0 95% 4 12' WIDE CROSS GUTTER SECTION N TS 370 -' 368 17 +75 9. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. 10. ALL SDR35 PVC SEWER AND STORM PIPE SHALL HAVE A MINIMUM OF 2" OF SAND BEDDING AND SHALL BE BACKFILLED WITH SAND TO 6" ABOVE THE TOP OF PIPE. LEGEND: FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT FC FINISH CONCRETE •O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. v EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. --C>- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. -E FURNISH & INSTAL_ STREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO BE 'LED' AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86 -6.01 OF WHICH MODELS INCLUDE: 1. HOLOLPHANE LVUI SERIES 2. LEO TEK GCI SERIES 3. CREE XSP SERIES OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER. R1 -1 �- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: 'R1 -1' - STOP 'WI -7' - DOUBLE ARROW 'R6 -1' - ONE WAY "Wi -6' - SINGLE ARROW 'R5 -1' - DO NOT ENTER "Wi -1' - CURVE ARROW "R26(CA)' - NO PARKING "W3-3' - SIGNAL AHEAD 'R3-5 RIGHT TURN ONLY "W3 -1' - STOP AHEAD "R4-7' - KEEP RIGHT "S5-2' - END SCHOOL ZONE 'R81(CA)' - BIKE LANE "S4-2' - WHEN CHILDREN ARE PRESENT 'W31(CA)' - END "S4-3' - SCHOOL 'W14 -1' - DEAD END "R2 -1' - SPEED LIMIT 20 'W14 -2' - NO OUTLET -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ? CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY PROPOSED EDGE OF PAVEMENT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT T63 T-5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1 2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE 0 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB QQ ITEM OF WORK - SEE SCHEDULE CONSTRUCTION NOTES: O1 CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT CASE CM CURB RAMP PER CALTRANS 2010 REVISED STANDARD PLAN RSP A88B. ( CONSTRUCT 12' MADE CROSS GUTTER WITH Of DEPRESSION PER C.O.B. STD. ST -17 AND SECTION B -B. O SAWCUT EXISTING E.P. AT LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY CITY ENGINEER © EXISTING POWER POLE TO BE RELOCATED BY OTHERS. O7 FURNISH AND INSTALL TRAFFIC INTERCONNECT CONDUIT AND SPLICE BOXES PER C.O.B. STD. T -34. SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE SECTKIN IS SHOWN Know what's below. 0111 before you dig.