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HomeMy WebLinkAbout5.1-11788 Record DrawingA.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE 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. 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. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 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. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39-2.02, 'AGGREGATE', OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS. TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED 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. 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. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, 'SUBGRADE,' OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA 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. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY- A. YA. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESIING DNC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 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 CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME 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 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. 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. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90X OR MORE THAN 96X 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 THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. 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 ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE 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 UNE OR PAVEMENT EDGE, AND THE TRANSVERSE UMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERUNE ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTIOW 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 ENGNEER. DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. CITY OF BAKERSFIELD 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS - ST -1, ST -3, ST -6, ST -9, ST -17, ST -18 CALIFORNIA KERN COUNTY 3. REFER TO INDIVIDUAL STREET SECTION FOR PAVEMENT SECTION. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED OO EXISTING OFFSITE STREET CONSTRUCTION PLANS 5. T 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 -a- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. -�9 INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.5' 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 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. 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. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 15. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL do COLLECTOR ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK". 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 95X OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. 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. 17. 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. 18. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) 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. 18. COMPACTION TESTS SHALL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE ENGINEER. 19. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. 20. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO. AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP / XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER BENCH MARK: BENCHMARK IS CONCRETE MONTUMENT O PI CALLOWAY & BALVANERA ELEVATION=392.69 PER TRACT 5372 UNIT 1. BASIS OF BEARINGS: THE BEARING OF N. 8954'57' W. SHOWN FOR THE CENTER UNE OF BALVANERA DRIVE PER TRACT NO. 5372 UNIT 1. MAP BK. 40, PGS. 79-81 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. PARCEL MAP N0. 11788 P.D.R. NO. 13-0110 N LEGEND: 1. COVER SHEET 2. CALLOWAY DRIVE 3. OLIVE DRIVE 4. STRIPING PLANS KEY MAP SCALE: 1"=200' 'ONC. MONUMENT IN L.H. 3/6/74 N.E. CORNER SEC. 18 27E, M.D.B. k M. ME MATCH EXISTING v - - o STORM DRAIN - REFER TO SEWER do FL FLOWUNE POVC POINT ON VERTICAL CURVE ® STORM DRAIN PLANS STORM DRAIN MANHOLE - REFER TO SEWER & CL CENTERLINE BVC BEGIN VERTICAL CURVE CU1YDj STORM DRAIN PLANS ELEV ELEVATION EVC END VERTICAL CURVE 2533 CATCH BASIN -REFER TO SEWER do BCR BEGIN CURB RETURN PI POINT OF INTERSECTION SIDEWALK STORM DRAIN PLANS ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE S 5EVYER -REFER TO SEWER & STORM BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 5 DRAIN PLANS EC END CURVE TC TOP OF CURB SAWCUT SEWER MANHOLE _ S PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT LF STORM DRAIN PLAN PULL BOX OF VERTICAL CURVE FC FINISH CONCRETE 0 SEWER CLEANOUT - REFER TO SEWER do GB GRADE BREAK R/W RIGHT-OF-WAY . STORM DRAIN PLANS 3457 INTERCONNECT CONDUIT LF TRACT BOUNDARY (i FURNISH 8 INSTALL SURVEY MONUMENT PER C.O.B. STD. S-29. c. f f EXISTING STRIPE TO BE REMOVED O EXISTING SURVEY MONUMENT .. PHASE LINE + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. S-40. is FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. It FURNISH & INSTALL IRRIGATION CONDUIT P a Ic FURNISH do INSTALL INTERCONNECT CONDUIT -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14 TR3 1Q5 m FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT -e- FURNISH & INSTALL STREET LIGHT --9500 LUMEN PER C.O.B. STD. ST -14 0 TR3=N0. 3 1/S2 SIZE TR5=N0. 5 SIZE TR6=N0.. 6 SIZE Rt -1 CURVE NUMBER FOR CURVE DESCRIPTION �- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: 0 'R1-1' '0-1' O ITEM OF WORK - SEE SCHEDULE - STOP - STOP AHEAD '116-1' - ONE WAY 'S5-2" - END SCHOOL ZONE DESIGNATION: 'R5-1' - DO NOT ENTER 'S4-2'- WHEN CHILDREN ARE PRESENT SECTION 'R26(CA)' - NO PARKING 'S4-3" - SCHOOL SECTION LETTER 'R3 -5R' - RIGHT TURN ONLY 'R2-1' - SPEED LIMIT 20 A 'R4-7" - KEEP RIGHT 'R81(CA)' - BIKE LANE 2 "W31(CA)' - END W/OM4-3 MARKER SHEET wFIERE SECTION IS SHOwN 'W14-1' - DEAD END SIGNUMBERS ARE FEDERAL CODES 'W14-2' - NO OUTLET UNLESS OTHERWISE INDICATED BY "WI -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "Wt -6' - SINGLE ARROW CODES 'WI -1" - CURVE ARROW 'W3-3' - SIGNAL AHEAD LIST OF MATERIALS ITEM UNIT QTY STREET IMPROVEMENTS 15/0I A.C. PAVING TONSI 744 CL it AGG. BASE CU1YDj 844 SUBGRADE PREPARATION SQYD 2533 CURB AND GUTTER LF 1316 SIDEWALK SOFT 9098 HANDICAP RAMPS SOFT 3724 STOP SIGNS EA. 5 9500 LUMEN STREET LIGHTS EA.1 2 SAWCUT LF 2106 STRIPING LF 1710 PULL BOX EA 14 MEDIAN CURB LF PIP" . SQFT LIST OF MATERIALS ITEM UNIT QTY STREET IMPROVEMENTS 15/0I A.C. PAVING TONSI 744 CL it AGG. BASE CU1YDj 844 SUBGRADE PREPARATION SQYD 2533 CURB AND GUTTER LF 1316 SIDEWALK SOFT 9098 HANDICAP RAMPS SOFT 3724 STOP SIGNS EA. 5 9500 LUMEN STREET LIGHTS EA.1 2 SAWCUT LF 2106 STRIPING LF 1710 PULL BOX EA 14 MEDIAN CURB LF 637 12' WIDE CROSS GUTTER SQFT 3457 INTERCONNECT CONDUIT LF 1780 NOTE: 1. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326-3049 3. 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. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR wo. UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AN xp. BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDA jf AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENT , 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/n. E ou � - aAli s APPROVED BfSGER A. MCINTOSH R.C.E. 33322 EXP. 6-30-14 APPROVED BY: NIC AS G. FIDLER ACTING PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-14 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY. TRAFFIC ENGINEER V/L/It DATE 1zZW DATE CITY RECORD # 2 N 10 Z V rn O M UW_dm- Z O� I Q J wU00 j w co o to N OC w Y Q m 0 N ca z W W z CD z W U CD z r af V) 0 z J �I 0 b, a Mi > 15/0I �I 0 Z J W 3: a V L O Oco co; W o W v- Z 02 . Z IL Z v W > ND n. V W Ix V IL � W H LL U P a 0 0 0 W 3: V L 0 TAPER DATA NO. 01 CK CD Za cn W L+ Nl a'�o a �C mma I I 8 - 4 1 -- - - - J- - - - - - � DIST. ,MEDIAN CURB TO F SEE 'DETAIL 1'_,- ON THIS SHEET. 00+_- t STATION OFFSET FROM q CWVE TABLE 14+44.64 CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.60' 20.18' 9031'11" 2 50.00' 78.02' 49.49' 89-24!48* 3 30.00' 47.43' 30.31' 9035'26' 4 30.00' 46.82' 29.69' 8924'45' 5 30.00' 46.84' 29.71' 8927'16' 6 30.00' 46.81' 29.69' 8924'48' 15+29.69 20.00' 23.12' 13.05' 66'14'45' 8 20.00' 8.48' 4.30' 1 2416'27" TAPER DATA NO. 01 CK CD Za cn W L+ Nl a'�o a �C mma I I 8 - 4 1 -- - - - J- - - - - - � DIST. ,MEDIAN CURB TO F SEE 'DETAIL 1'_,- ON THIS SHEET. 00+_- t STATION OFFSET FROM q cf- `SrA . 14+44.64 56.001-1 14 4. 3?.. I L 14+49.65 55.WkT. , 9S 14-4 •3'7.1(o 14+54.6 1;S,54:¢6LT..75 14 a. 47- • I L 4+59. 55.KT. ,-7 t j44 4-7,I L 64 55.WT. ,14 445t -f61 144'5Z. -it - 16 .65 54-A T . 65 14 A- 57.1 L 1 4.65 54.01it o(a 14A.GL./L 15 .65 50.39LT. . t'1 14 +°) L. A. 1 0 .69 49.79LT.. 193 14 +077,16 +14. 9 49.2&T.. o9 t S; *I,. I L 5+19. 48.9'fLT. • 7 L I S 4 -' - to 15+24.6 48.6kT. .45' 1 S 4.12.16 15+29.69 48.5(LI • Ztb 15'4 1'7. 1C 15+34.69 48AT. . t) • - i- TAPER DATA NO. O t STATION OFFSET FROM it 18+44.28 62.26LT. 18+49.28 62.19LT. 18+54.28 61.96LT. 18+59.28 61.58LT. 18+64.28 61.05LT. 18+69.28 60.38LT. 18+74.28 59.55LT. 19+04.28 54.12LT. 19+19.28 53.29LT. 19+14.28 52.61LT. 19+29.28 52.0&T. 19+24.28 51.70LT. 19+39.28 51.48LT. 19+34.28 51.40LT. TAPER DATA NO. <3> STATION OFFSET FROM 9+49.07 7.94RT. 9+54.07 7.86RT. 9+59.07 7.60 RT. 9+64.07 7.17RT. 9+69.07 6.58RT. 9+74.07 5.81RL 9+79.07 4.88RT. 10+09.07 1.26LT. 10+14.07 2.191.1. 10+19.07 2.96LT. 10+24.07 3.551.1. 10+29.07 3. 98LT. 10+34.07 4.24LT. 10+39.07 4 32LT. TAPER DATA NO. O t STATION OFFSET FROM q 12+72.56 2.311.1. 12+77.56 1.08LT. 12+82.56 0.14RT. 12+87.56 1.39RT. 12+92.56 2.53RT. 12+97.56 3.55RT. 13+02.56 4.45RT. 13+07.56 5.22RT. 13+12.56 5.87RT. 13+17.56 6.39RT. 13+2256 6.78RT. 13+27.56 7.04RT. 13+32.56 7.17RT. 13+35.80 7.19RT. zz WW mm z 5 yui 1,54 ��41V1LVi. m ro cn F-= GALLOWAY DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ' �a Z a Z''~ OLIVE DRIVE m to to w -1i -H m lj -H W g W + ++ SEE SHEET 3 ol 15 _ FO 8 7 'rn 10 2 � ' �10� v - - ST: CURB dt GUTTER 1 \ L - � -7/6) - m---------- --- -----+--I- -- ------I --- ------ ---- Ti8too-.�=----=-=�� - - 17 x_..1.9+DU _ _ I r 989.91' 120too 20+ 4.02 -� FD. KCS CONC. MONUMENT IN LH. REPLACED 3/6/74 M.E. CORNER' -SEC. 18 INTEFtSECT1 i 0N . T. 29S., R. 27E., M.D.B. M: �._ I ±STA. 20+60.03 C.L, CALLC - - - - - - - - - - - _. ±STA. 17+94.10 C.L.= OLIVE ,-------------------------------- ------ ---±S 80 ROAD EASMENT t - - - - �- - COUNTY OF KERN VOL 30, . 178 MINUTE BOOKS P„ I ammm 404 i --- � C -- Of - - ; cV-. } . M c M 1 Ma,- CV i m M 1 - --�--I j ` d ! i -rill ' 1A i 1 1p 1'��•-= i - I E ( �' i _. 1 CI - i- j ( NW 1 ! i i OMi i M- m ttO pMj ! W W i \! 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Se - - - - - - - S=0.41X G 1 I - 392 Q.�--_- S=0.23�i 0 _ - ----.__.- - ----_- - ---- - -2p ----. 5�--.`2 - _�_ ^- _ __---_-.------- # - j: } _- - } EXIST_ WEST F10WLINE.- - -__- i _ _� I -- : i - -- PROPOSED WEST FLOWUNE --- - --- - : - 1 ----- --� i I j - -i- - EXIST WEST l DWUNE ! ! i PROPOSED WEST FLOWLINE i i ! i f ' ? i i ! ' ! PROPOSED WEST FLOWUNE ; � f i 1 f 3 j ( S I I - t_- - t I 396 384 �-_.--- u1i Y12; VARIES 4'-t14 TYPE 'M' MEDIAN CURB----, ntw 1 2' SAWCUT kr;.,li IX. MEDIAN EXISTING MEDIAN CURB CURB TO BE REMOVED 0.45' TYPE 'A' A.C. PAVING 1.00' CLASS 11 AGG. BASE 1.05' COMPACTED O.G. TO 95% RELATIVE DENSITY. MEDIAN SECTION A SCALE 1"=10' HORIZ. 2 1 "=5' VERT. 1' LRETAINING WALL PROPOSED 7.5' WIDE COMBINATION SIDEWALK PROPOSED CURB do GUTTER VARIES 1'-±12' 14F'00 15+00 VARIES 60' TO 65' VARIES ±47' - ±56' 2' SAWCUT LL -0.45! TYPE 'A' A.C. PAVING 1.00' CLASS I AGG. BASE 1.05' COMPACTED O.G. TO 95% RELATIVE DENSITY. SECTION jB SCALE 1"=10' HORIZ. 2 1 "=5' VERT. r �• EXISTING MEDIAN CURB EXISTING A.C. PAVEMENT 16+00 q CALLOWAY DRIVE 17+00 18+00 1' 2• VARIES MIN 8' 2' 3 1 � 1 � m 2% 3 7'yA� RETA WALL PROPOSED 7.5' WIDE COMBINATION SIDEWALK PROPOSED CURB do GUTTER 19+00 VARIES 1'-±12' 406 404 402 4W 398 396 394 392 300 386 396 364 VARIES 60' TO ±71' VARIES ±51' TO ±62' SAWCUT do GUTTER L' 0.45' TYPE 'A' A.C. PAVING 1.00' CLASS I AGG. BASE 1.05' COMPACTED O.G. TO 95X RELATIVE DENSITY. SECTION C SCALE 1"=10' HORIZ. 2 1"=5' VERT. F.L P.I STA. 10+11.35 C.L. 48.78LT.= ■ STA 10+11.78, F.L. ■ F.L. ELEV 39201 ■ ■�■■�■■� DETAIL 1 SCALE 1" = 20' tf: CALLOWAY DRIVE EXISTING MEDIAN CURB I EXISTING A.C. PAVEMENT LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: CONSTRUCTION NOTES (CONTA ABBREVIATIONS Rl - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE U1 CONSTRUCT TYPE 'B' CURB do GUTTER PER C.O.B. STD ST -1 16 CONSTRUCT 6' WIDE STANDARD SIDEWALK PER C.O.B. STD DETAIL ST -3. M.E. MATCH EXISTING EXIST. EXISTING i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: F.L. FLOWUNE P.O.V.C. PLANT ON VERTICAL CURVE 'R1-1" - STOP 'W3-1' - STOP AHEAD TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 7.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 CONSTRUCT 6' WIDE CURB RAMP PER CALTRANS 2010 CALTRANS C.L CENTERUNE B.V.C. BEGIN VERTICAL CURVE0 _ O . ELEV. ELEVATION E.V.C. END VERTICAL CURVE 'R6-1 ONE WAY S5-2' -END SCHOOL ZONE -IR FURNISH do INSTALL IRRIGATION CONDUIT REVISED STANDARD PLAN RSP A88A, CASE F 'R5-1' - DO NOT ENTER 'S4-2' - WHEN CHILDREN ARE PRESENT CONSTRUCT CURB RAMP PER CAL -TRANS 2010 REVISED B.C.R. BEGAN CURB RETURN P.I. POINT OF INTERSECTION "R26(CA)' - NO PARKING 054-3" - SCHOOL Ic FURNISH do INSTALL INTERCONNECT CONDUIT OO STANDARD PLAN RSP A88A, CASE A. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "R3 -5R _ RIGHT TURN ONLY 'R2-1" - SPEED LIMIT 20 �> 1B5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STA. ST -17. B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4 --r - KEEP RIGHT 'R7-9' - NO PARKING/BIKE LANE 4 E.C. END CURVE P.C.C. TOP OF CURB "R81(CA)' - BIKE LANE TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O COMPACT SUBGRADE TO 95% OF MAX. TO 12' BEYOND P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT 'W31(CA)" -END W/0M4-3 MARKER GUTTER UP TO A DEPTH OF 12". 1 OF VERTICAL CURVE F.C. FINISH CONCRETE 'WI4-1' - DEAD END SIGN UMBERS ARE FEDERAL CODES CURVE NUMBER FOR CURVE DESCRIPTIONC� ® SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER 'WI4-Y - NO OUTLET UNLESS OTHERWISE INDICATED BY .Q FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. *WI -7" - DOUBLE ARROW1 TAPER NUMBER FOR TAPER DESCRIPTION (CA). (CA) INDICATES CALIFORNIA © PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER EXISTING SURVEY MONUMENT OWI -60- SINGLE ARROW CODES. © ITEM OF WORK - SEE SCHEDULE CAI -TRANS STANDARD SPECIFICATION 8010-21C-19. - 'WI -10 - CURVE ARROW 'W3-3' - SIGNAL AHEAD O EXISTING UTILITIES TO BE RELOCATED. FURNISH df INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. CALTRANS TYPE IV ARROW, LEFT OR RIGHT `h - - STORM DRAIN -REFER TO SEWER dt STORM DRAIN PLANSS,AS APPLICABLE. TO BE PAINTED ® REMOVE AND DISPOSE OF EXISTING CURB dt GUTTER FURNISH do INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. NOTES: ® STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS CALTRANS TYPE I ARROW CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. ST -18. -O- FURNISH & INSTALL STREET UGIT --5800 LUMEN PER C.O.B. STD. ST -14. AS APPLICABLE, TO BE PAINTED\fj 1. SEE SEWER AND STORM DRAIN PLANS FGA; STORM DRAIN . -8- FURNISH MSTALL STREET UGIiT--9500 LUMEN PER C.O.B. STD. DET. ST -14 � CATCH BASIN - REFER TO SEWER do STORM DRAIN PLANS 10 E)ISTTNG TRAFFIC SIGN TO BE REMOVED OR RELOCATED PLANS AND DETAILS. • S SEWER -REFER TO SEWER STORM DRA91 PLANS NOTE: AS DIRECTED BY ENGINEER SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 11 PAINT 12" WIDE CONTINUOUS WHITE CROSSWALK UNE 2 RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE ® STRIPING It PAVEMENT MARKING TO BE THERMOPLASTIC PAINT USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. SPECIFICATION PTH-02ALKYD. SECTION DESIGNATION: SEWER CLEANOUT - REFER TO SEWER do STORM DRAIN PLANS SEC71ON LLT�R ® ALL TEMPORARY STRING SHALL BE NON -THERMOPLASTIC. 12 CONSTRUCT HANDICAP RAMP PER CALTRANS 20()6 REVISED DUAL TRACT BOUNDARY UNITS STANDARD PLAN RSP A88A CASE C. 13 FLOWAGE AND DRAINAGE EASEMENT FOR PUBLIC STORM WATER EXISTING STRIPE TO BE REMOVED TO BE DEDICATED TO C.O.B. PER P.M. 11788. 2 14 EXISTING UTILITY VAULT TO BE RELOCATED BY OTHERS�� SECTION IS SFIOYIN DRIM"iffliltnu 15 FURNISH AND INSTALL TRAFFIC INTERCONNECT CONDUIT AND 93UM BOXES \"y�.+ l r G l h "'� t.d ammm IIIIIIIIII CC \ \ FD. CONC MON. IN L.H. \ \ \ \ MARKED LS 5565 PER TRACT \ \ \ 8077 IN BK. 48, PG. 116 m m U m O X \U wcr QEzoz cd hi '--"m" OLIVE DRIVE SCALE: 1' = 50' HORIZONTAL 1" = 5' VERTICAL M.E. MATCH EXISTING EXIST. EXISTING Ri i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE 'R1-1' -STOP "W3-1' -STOP /WEAR C.L. ELEV. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEVATION E.V.C. END VERTICAL CURVE 'RI -1' -ONE WAY "55-2' - END SCHOOL ZONE '54-2'- B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION CONSTRUCT 7.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3Q *R5-1*WHEN CHILDREN ARE PRESENT 'R5-1' - DO NOT ENTER - NO PARKING '54-3" - SCHOOL E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE IR 'R3 -5R - RIGHT TURN ONLY 'R2-1" - SPEED LIMIT 20 B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE REVISED STANDARD PLAN RSP A88A. CASE F. KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE E.C. END CURVE P.C.C. TOP OF CURB O A , ,1R81 ) - BIKE LANE P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "W31( ND (CA)' - END W/OM4-3 MARKER NOTE OF VERTICAL CURVE F.C. FINISH CONCRETE 'W14-1' - DEAD END SIGN NUMBERS ARE FEDERAL (ODES IQs TR5 306 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "W14-2' - NO OUTLET UNLESS OTHERWISE INDICATED BY "Wi-7' - DOUBLE ARROW (CSA). (CA) INDICATES CALIFORNIA "W1-69 - SINGLE ARROWS. O EXISTING SURVEY MONUMENT "1N1-1 -CURVE ARROW FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. ' W3-3" - SIGNAL AHEAD + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. SID. T-1. ----D- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PIANS C>- FURNISH & INSTALL STREET LIGHT -5800 LIMEN PER C.O.B. STD. ST -14. 6 PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CATCH BASiN - REFER TO SEWER & STORM DRAIN PLANS. $- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. s SEWER _ REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED TACT BOUNDARY REMOVE AND DISPOSE OF EXISTING CURB & GUTTER. EXISTING STRIPE TO BE REMOVED TAPER DATA NO. 01 mm r q STATION OFFSET FROM q M 14+25.50 0.37RT. CURVE TABLE O J to z < �N 14+35.50 0.06RT. CURVE RADIUS LENGTH TANGENT DELTA Q � > m Ki 14+30.50 0.29RT. � W U M M Z 14+40.50 0.3317. 1 20.00' 31.78' 20.37 90'03'09" 14+45.50 0.88LT. 2 25.00' 41.74' 27.60' 95 39'04" W a w 14+50.50 1.58LT. 3 30.00' 47.25' 30.12'90-14!0,C o ad > t3 14+55.50 243LT. a' 14+94.73 10.46LT. 4 30.00' 44.87' 27.83' 85'41'46" W Lu �ci c a , ;> / 1 ! 14+99.73 11.31LT. 5 30.00' 4236' 25.58' 80'54'12" amu; m -Ht-: r '- W 15+04.73 1201LT. , 15+09.73 125617. 6 30.00' 47.79 30.68' 91`1654 Ca z TEMPORARY DRAINAGE �° I j 15+14.73 12.95LT. 1351.21' 149.77 74.96' 0671'02' EASMENT BK. 6624 PG. 0332 r I 15+19.73 13.1817. 15+24.73 13.26LT. 8 3.10 9.74 1 BO'00 00 , 60.00 43.99, 23.03' 42'00'19 1690.00' 63.38' 31.70' 03-2S25' `` 11 1745.00' 175.54' 87.84' 0317'00" 14 00 -- __�.,__.--_- - _� `�,-----?---- �, � i I f; ( rL INTERSECTION TAPER DATA N0. 2 e- �y-:== ±STA. 17+94.10 C.L.. OLIVE DRIVE= STRATTON OFFSET FROM rL +1_00 _ ♦ 16 00' ? 7 00 ( I ±STA.J.20+60.03 C.L. CALLOWAY DRIVE ----- - --- - - --+- - - - - - +--t - 1 0 - _+____ -}-- _ 191 10+66.11 46.37RT. GRANT DEED PER DOC. NO. I r 10+67.05 46.54RT. ` - - - - - _%020178415 O.R. i I I / 10+71.86 47.76RT. 1 - - - `TREET RIGHT OF WAY BK. I 10+81.46 50.57RT. I I 10+91.02 53.38RT. 5 5 - - - - - _ - - - - - 6624 PG. 034Q i FD. KCS CONC. MONUMENT IN LH. 10+95.79 54.62RT. "� - - -- - REPLACED 3/6/74 M.E. CORNER SEC. 18 ^'"... 8 4 1 \ - `'� -' -� ( ,/ T. 29S R. 27E.. M.D.B. & M. 11+00.56 55.52RT. mj� EXIST. CURB & GUTTERS i 11+05.35 56.08RT. --- _ 11+10.51 56.30RT. - - 3 - - - 3 SEES SHEET 2 TYPE "M" MEDIAN CURB EXIST-. E.P. j EX. MEDIAN�1 CURB CL (LIVE DRIVE rvIcrun urMAU wins 2' SAWCUT 3 ''- EXISTING MEDIAN CURB TO BE REMOVED 0.45' TYPE 'A' A.C. PAVING 1.00' CLASS II AGG. BASE 1.05' COMPACTED O.G. TO 95X RELATIVE DENSITY. SCALE 1'=10' HORIZ 1"=5' VERT. VARIES ±54' TO ±70' VARIES ±45' TO ±61.67' 0.45' TYPE 'A' A.C. PAVING -J 1.00' CLASS II AGG. BASE 1.05' COMPACTED O.G. TO 95% RELATIVE DENSITY. B SCALE 1 "=10' HORIZ. 3 1"=5' VERT. R/W \,--PROPOSED 7.5' WIDE COMBINATION SIDEWALK PROPOSED CURB & GUTTER LEGEND: (CONT.) CONSTRUCTION NOTES: CONSTRUCTION NOTES (CONT.),- CONT.),- - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Oi CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 18 CONSTRUCT 6' WIDE STANDARD SIDEWALK PER C.O.B. STI) DETAIL ST -3. FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 7.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3Q CONSTRUCT 6' WIDE CURB RAMP PER CALTRANS 2010 CALTRANS Ts IR FURNISH &INSTALL IRRIGATION CONDUIT REVISED STANDARD PLAN RSP A88A. CASE F. O CONSTRUCT CURB RAMP PER CALTRANS 2010 REVISED FURNISH & INSTALL INTERCONNECT CONDUIT STANDARD PLAN RSP A88A. CASE A. IQs TR5 306 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12'. O1 CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER �1 TAPER NUMBER FOR TAPER DESCRIPTION 6 PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER ITEM OF WORK -SEE SCHEDULE VY CALTRANS STANDARD SPEmrAnON 8010-21C-19. O7 EXISTING UTIUTIES TO BE RELOCATED. CAI -TRANS TYPE IV ARROW, LEFT OR RIGHT.„� AS APPLICABLE, TO BE PAINTED ® REMOVE AND DISPOSE OF EXISTING CURB & GUTTER. CALTRMS TYPE I ARROW CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. ST -18 NOTES: AS APPLICABLE~ TO BE PAINTED 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN EXISTING TRAFFIC SIGN TO BE REMOVED OR RELOCATED PLANS AND DETAILS. NOTE: 10 AS DIRECTED BY ENGINEER. o. 33?. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 11 PAINT 12 WIDE CONTINUOUS WHITE CROSSWALK LINE 2 RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. �. 6-:' --, STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. SECTION DESIGNATION: F F ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1U2 CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED DUAL;'~ sEcnaN LErTExzaM r UNITS STANDARD PLAN RSP A88A CASE C. ` A 13 FLOWAGE AND DRAINAGE EASEMENT FOR PUBLIC STORM WATER - _ - ' - 2 0,2 ` TO BE DEDICATED TO C.O.B. PER P.M. 11788. 14 EXISTING UTILITY VAULT TO BE RELOCATED BY OTHERS. SHEET MIlNQRE SEC71ON 6 SF10MN u RD V` 11,41 G 15 FURNISH AND INSTALL TRAFFIC INTERCONNECT CONDUIT AND SPLICE BOXES �,/-/I� BEGIN STA ' END DI < _ EXIST. DETAIL 39 NEW MEDIAN SEE SHEET 2 M 4j'T a* 4' -STRIPING LEGEND: LEGEND: ABBREVIATIONS MATCH EXISTING EXIST EXISTING NAL — - - - - - - — RIGHT OF WAY * SEE CALTRANS TRAFFIC MANUAL FOR DETAILS t� FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT * ALL PERMANENT STRIPING & PAVEMENT MARKINGS — --- EXISTING EDGE OF PAVEMENT TO BE THERMOPLASTIC PAINT PER CALTRANS ELEV. CAL-T11ANS TYPE nl ARROW STANDARD SPECIFICATION 8010-21C-19 'R6-1' - ONE WAY 'S5-2' - END SCHOOL ZONE LEFT OR RIGHT AS APPLICABLE * ALL TEMPORARY STRIPING AND KING DESIGNATED .p. CAL -TRANS TYPE i (18) ARROW WITH TOR STRIPING END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE vZ WATERBOURNE PAINT. ALL OTHER AND B.C. CAL -TRANS TYPE In B ARROW MARKING SHALL BE THERMOPLASTIC PER CALTRANS 'R4-7' - KEEP RIGHT 'R7-9' - NO PARKING/BIKE LANE E.C. STANDARD SPECIFICATION 8010-21C-19, UNLESS 0) CAL -TRANS TYPE n ARROW OTHERWISE INDICATED. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF LEFT OR RIGHT AS APPLICABLE * PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PR0JECT z CAL -TRANS TYPE 11 B ARROW SHS- VERIFY THAT CONDITIONS REMAIN THE SAME AS 'W14-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES O SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE STOOCHANGED, 'STOP" MARKING PER CAL -TRANS STANDARDS A REVISED STRIPING PLAN SHALL BE SUBMITTED EXISTING SURVEY MONUMENT UJ W TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. LAA ^^ A �lil./ 'AHEAD' MARKING PER CAL -TRANS STANDARDS 0) m cl> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. --D EXISTING CAL -TRANS STRIPING AND MARKINGS, TYPICAL :a\` " I--- \ BEGIN DETAIL 38A STA. 12+52.49, C.L. 100.33LT. END DETAIL 38A %af?%LmLm%j VV h T Vm1 V C SCALE: 1" = 50' HORIZONTAL OLIVE DRIVE SCALE: 1" = 50' HORIZONTAL M.E. LEGEND: ABBREVIATIONS MATCH EXISTING EXIST EXISTING LEGEND: (COQ R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19; F.L. FLOWLI E P.O.V.C. POINT ON VERTICAL CURVE _Ig3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE O *Rl-1' - STOP 'W3-1' - STOP AHEAD ELEV. ELEVATION E.V.C. END VERTICAL CURVE ® 'R6-1' - ONE WAY 'S5-2' - END SCHOOL ZONE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION `115-1' - DO NOT ENTER 'S4-2' - WHEN CHILDREN ARE PRESENT 'CA' 'S4-3' E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE vZ - NO PARKING - SCHOOL 'R26(R3-5R� - RIGHT TURN ONLY 'R2-1' - SPEED LIMIT 20 B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 'R4-7' - KEEP RIGHT 'R7-9' - NO PARKING/BIKE LANE E.C. END CURVE P.C.C. TOP OF CURB 0) 'R81(CA)' - BIKE LANE P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF 'W31(CA)' - END W/0M4-3 MARKER N� z VERTICAL CURVE F.C. FINISH CONCRETE V 'W14-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. *WI4-2* - 140 OUTLET UNLESS OTHERWISE INDICATED BY "WI -7' - DOUBLE ARROW 'WI (CCAA . (CA) INDICATES CALIFORNIA � EXISTING SURVEY MONUMENT UJ W -6* - SINGLE ARROW 'WI -1' - CURVE ARROW FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. 0) 'W3-3' - SIGNAL /HEAD FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. --D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS -C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STC. ST -14. U.O CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS -EDO- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. S SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TD SEWER & STORM DRAIN PLANS. TRACT BOUNDARY EXISTING STRIPE TO BE REMOVED OLIVE DRIVE SEE BELOW CROSSWALK 1 20+00 I 1900 1 IFD KCS CONC. MONUMENT IN LH. %— REPLACED 3/6/74 N.E. CORNER SEC. CALLOWAY DRIVE SEE ABOVE T5 FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT RMISH & INSTALL INTERCONNECT CONDUIT _Ig3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=1 0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW vZ AS APPUCABLF, TO BE PAINTED _oma NOTE- OTESEE SEECALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT VA STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 0) PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC CONSTRUCTION NOTES: Ot CONSTRUCT TYPE V CURB & GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 7.5 COMBINATION SIDEWALK PER C.O.B..STD ST -3 OCONSTRUCT CURB RAMP PER CALTRANS 2010 REVISED STANDARD (PLAN RSP ARBA, CASE A. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 4 COMPACT SUBGRADE TO 95% OF MAX. TO 12' BEYOND GUTTER LIP TO A DEPTH OF 12'. O SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER ©PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. EXISTING UTILITIES 10 BE RELOCATED. ==--- g'-�'' to u ® REMOVE AND DISPOSE OF EXISTING CURB & GUTTER, xF,' �9 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. ST -1 r :L .333 10 EXISTING TRAFFIC SIGN TO BE REMOVED OR RELOCATED AS DIRECTED BY ENGINEER. i3l 14 PAINT 12' WIDE CONTINUOUS WHITE CROSSWALK LINE � USING .� SPECIFICATION PTHSn02N.KNYD PER CALTRANS STANDARD \� FOF C, A'- ' 1© CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE C 13 FLOWAGE AND DRAINAGE EASEMENT FOR PUBLIC STORM WATER TO BE DEDICATED TO C.O.B. PER P.M. 11788. %�` 14 EXISTING UTILITY VAULT TO BE RELOCATED BY OTHER ` v r. aW� RD mm 15 FURNISH AND INSTALL TRAFFIC INTERCONNECT CONDUIT AND SPLICE BOXES / n /t 0 rn 0 M M F- C) OZo'-0 0 0 ,d z ti I Q J W U M 0O W co O to N (r- w Y Q m 0 c z J CL n� z co) co vZ _oma VA Z 0) a- CD z V Z LU a- � V UJ W 0) IW _— U. U.O 1111111 z J CL z co) co vZ _oma VA Z 0) a- CD z V Z LU a- � V UJ W 0) IW _— U. U.O