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HomeMy WebLinkAbout6.1-1698 Record DrawingENGINEER'S STATEMENT THESE PLANS AND SPECIFICA77ONS HERE PREPARED BY ME OR UNDER MY D/REC770N, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPL Y WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CR/TER/A, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED. APPROVED BY- ROBERT T. SWANSON R. C.E. 43032 (EXP. 03/31 /16) DA TE APPROVED BY- PUBLIC WORKS DIRECTOR DATE NICOLAS FIDLER R.C.E. 61069 (EXP. 12/31/16) REVIEWED BY.- TRAFFIC ENGINEER DATE RYAN STARBUCK REVIEWED BY- ASSISTANT PUBLIC WORKS DIRECTOR DA TE NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONS7RUCRON INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE - 326-JO49 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STA TING THA T THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HA VE BEEN MET. UTILITY NOTE: NOT ALL U77LI77ES WERE LOCATED ON THIS PLAN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND U77LI77ES NOT SHOWN ON THESE PLANS OF FOR /NFORMA77ON OBTAINED FROM OUTSIDE SOURCES THE C0N7R4CT0R SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACIL177ES PRIOR TO GROUND DISTURBANCE TO VERIFY THE LOCA77ON AND DEPTH ON ALL UNDERGROUND FACIL177ES AND UNITIES. USA 1-800-642-2444 MATERIALS LIST ESTIMATED QUA N77RES, NOT TO BE USED FOR BIDDING PURPOSES. CURB & GUTTER 450 LF SIDEWALK 3,136 SF CURB RAMP(ADA COMPLIANT W/DOMES 3 EA A. C. PA VING 282 TONS CL2 AGG. BASE 220 CY SUBGRADE PREPARA77ON 14,865 SF SAWCUT 650 LF S7RIPING 500 LF PAVEMENT MARKINGS 165 SF TYPE A' CATCH BASIN 2 EA STORM DRAIN MANHOLES 3 EA STREET LIGHT 1 EA STREET SIGNS 4 EA 18" RCP STORM DRAIN LINE 255 LF 4" SEWER LINE 50 LF 12" C900 PVC 380 LF 4" BLOW OFF 1 EA 12" GATE VALVE 2 EA W47FR 77E -IN 1 EA STREET IMPROVEMENT PLANS BRITTAN RD. AND ARROW ST � o NEW ADVANCES FOR PEOPLE WITH DISABILITIES �^ � 3201 BRITTAN RD. - p BAKERSFIELD, CALIFORNIA cc KEY MAP SCALE. • 1"-40' W WC/NT/Y MAP N. TS. BASIS OF BEARINGS: THE BEARING OF S89'1024 E SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 23 T.29S, R.27E. M.D.M. PER MAP 7-1 FILED /N BOOK 6 AT PAGE 49 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK NE CORNER OF SECTION 23, FOUND 3 1/2" BRASS CAP ELEVATION = 403.56' (USGS DATUM) SHEET INDEX (D TI TLE SHEET 2Q DETAILS—NOTES Q3 BRITTAN ROAD IMPROVEMENTS ® ARROW STREET IMPROVEMENTS sQ STRIPING PLAN LEGEND N EXIS77NG RIGHT-OF-WAY B. C. BEGIN CURVE E. C. END CURVE B.C.R. BEGIN CURB RETURN E.C.R. END CURB RETURN FL FLOWL/NE CL CENTERLINE ELEV ELEVA77ON Pl PO/NT OF INTERSECRON TC TOP OF CURB EP EDGE OF PAVEMENT C.O.B. CITY OF BAKERSFIELD 01 CONSTRUC770N NOTE - SEE SCHEDULE © CURVE NUMBER - SEE CURVE TABLE EXIS77NG SEWER MANHOLE p EXIS77NG WATER VALVE Q EXIS77NG POWER POLE - EXIS77NG SIGN EXIS77NG STREET SIGN p� EXIS77NG SURVEY MONUMENT ® NEW STORM DRAIN MANHOLE p --o NEW STREET LIGHT -r- NEW 7RAFF/C SIGN NEW STREET SIGN ❑E NEW ELEC7R/CAL BOX CONSTRUCT CATCH BASIN ® PER C.O.B. PROPOSED DETAIL 9-14 - N EXIS77NG RIGHT-OF-WAY NEW RIGHT-OF-WAY k SAWCUTLINE A, EXIS77NG CHAIN LINK FENCE Sr - � �a EXIS77NG WA TER LINE wCh EXIS77NG OVERHEAD U77LITY LINE , ¢ U UGE d d ®11 d _> V O 4 J z 1.25' NATIVE COMPACTED TO 95.E 0.25' AC/ 0.4' CL If AGG BASE/ EXIS77NG CENTERLINE ------------- EXIS77NG RIGHT-OF-WAY NEW RIGHT-OF-WAY — — — — — — — SAWCUTLINE -- X EXIS77NG CHAIN LINK FENCE Sr - EXIS77NG SEWER LINE -. w EXIS77NG WA TER LINE -DHE EXIS77NG OVERHEAD U77LITY LINE NEW STORM DRAIN LINE SD UGE NEW UNDERGROUND ELECTRICAL LINE NEW STRIPING - SEE PLAN FOR CAL 7RANS DETAIL 0.35' AC/ 0.4' CL II AGG BASE/ 1.25' NATIVE COMPACTED TO 95.E 0.25' AC/ 0.4' CL If AGG BASE/ N O 1.4' NA77VE COMPACTED TO 95.E NOTE. ALL STP/Pii✓G AND PAVEMENT MARKINGS SHALL BE THERMOPLAS77C PAINT PER CAL TRANS STANDARD SPECIFICA77ON PTH-02ALKYD, UNLESS OTHERWISE NOTED. 40-1- '*1- 1 iii/ q6 m W Z w Lo 0 N O D z 0 U Q) o � O Z o � o GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WA Y OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS, AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. J. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR AN Y WORK TO BE PERFORMED IN THE EXISTING, A CCEP TED STREET RIGHT -OF- WA Y, UNLESS SECURED B Y A SUED/ VISION A GREEMENT, SECURITY BASED ON AN APPRO VED ENGINEERS EST/MA TE FOR THE WORK PERFORMED W/ THIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT, 4. 24 HOUR NOTICE. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION SECTION 24 HOURS NOTICE; THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA, AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING, INC., MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS 6. EXISTING UTILITY AND UNDERGROUND LINES HA VE BEEN SHOWN ON THIS PLAN ACCORD/NG TO A VA/LABLE RECORDS. THE ENGINEER /S NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK, UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCA VA TION (U. S A. - 1-800-227-2600). 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, .DAMAGED, OR UNDERCUT BY CONTRACTORS OPERATIONS SHALL BE REPAIRED OR REPLACED A T THE CONTRACTORS EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT IT lS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIA TEL Y PRIOR TO ANY FURTHER WORK, 0 E 9. THE CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS TOOLS EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WH/CH /S DEFECT/VE /N ITS CONSTRUCTION OF DEFICIENT /N ANY OF THE REQUIREMENTS OF THESE DRA WINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. THE CON TRA C TOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,• INCLUDING EROSION, SEDIMENTATION, AND DUST CONTROL PLAN, STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION, AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL L/AB/L/TY, REAL OR ALLEGED, /N CONNECT/0N W/TH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP ANG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 12. /F THE CONTRACTOR /S /N DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICA TIONS OR FINDS DISCREPANCIES /N OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO COMMENCING CONSTRUCTION. 13 SWANSON ENGINEERING, INC., WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY SWANSON ENGINEERING, INC. 14. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED B Y THE Cl TY ENGINEER. 15. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING C0.3 STREET IMPRO VEMENT NOTES 1. THE SUBDIVIDER, lF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK, 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. J. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCAONS WITHIN THE STREET RIGHT -OF -WAX AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HA VE BEEN DESIGNED US/NG A MINIMUM R" VALUE AS STA TED /N THE SOIL REPORT, SEE STRUCTURAL SEC TIONS FOR EACH STREET FOR SPECIFIC /NFORMA T/ON, SHOULD FURTHER TES TING SHOW A LOWER R" VALUE OF THE ACTUAL /N PLACE MA TER/AL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER 'l?" VALUE, IN ACCORDANCE WITH THE CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 959' SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 959 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWA YS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN 909 RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6" THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS/CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RA T/0 OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTL Y IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE-IN TO EXISTING STREET PA VEMENT, 11, SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12 ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK EDGE. 15. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 29 STREET LIGHT NOTES STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE.- AMERICAN ELECTRIC LIGHTING A TBD, AUTOBAHN SERIES LEO TEK ECI THRU EC7 SERIES CREE XSP / XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. C.O.B. ASPHAL T CONCRETE PA VING NOTES 1. 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, 'ASPHAL T CONCRETE, " OF THE CAL TRANS STANDARD SPECIFICA TIONS 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 STANDARD SPECIFICATIONS FOR 3/" MAXIMUM, MEDIUM GRADING, J. ASPHAt T BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHAL T BINDER, IN SECTION 92- 102(B), 'GRADES, " OF THE STANDARD SPECIFICA TIONS 4. 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 CITY ENGINEER. 5. A T LEAST 14 DA YS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEERS REV/EW AND APPROVAL: A. A LIST OF AGGREGA TE AND ASPHAL T 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 SHALL NOT BE OLDER THAN S/X (6) MONTHS, ALL OTHER TEST RESUL IS SHALL 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 F THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT U DES 0 N R T MIX R lR M NT F D N - . 'A R AT " OF THE STANDARD CO C E E SHALL MEET THE E U E E S 0 SEC 0 39 2 02 GG EG E E Q SPECIFICA TIONS AND THESE SPECIAL PROVISIONS. FTHE DA TA SUBMITTED SHOWS THA T THE MA TERIALS ARE SUBSTANTIALL Y THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MA Y BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MlX DESIGN. 6. WHERE NEW ASPHAL T CONCRETE PA VEMENT IS TO CONFORM TO EXISTING PA VED SURFACES, THE EXISTING PA VEMENT SHALL BE SAWCUT. 7. A PR/ME COA T W/LL NOT BE REQUIRED ON NON -PA VED AREAS TO BE SURFACED PR/OR TO THE PLACEMENT OF ASPHAL T 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 MA TERIAL ONTO THE EXISTING PA VEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION, 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AND GRADED AS DIRECTED BY THE CITY ENG/NEER OR CITY INSPECTOR. ADDITIONAL ASPHAL T CONCRETE SHALL BE PLACED A T ROAD CONNECTIONS AND PRI VA TE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LA YER OF ASPHAL T CONCRETE /S 0.15 FOOT OR LESS, PA VING OPERA TIONS SHALL BE CONDUCTED /N SUCH A MANNER THAT AT THE END OF EACH WORK SHIFT THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES /S NOT GREA TER THAN THA T WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PA VING OPERA TIONS. 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 OPERA TIONS 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 THA T THE LA YER OF ASPHAL T CONCRETE /S PLACED ON ALL CONTIGUOUS LANES OF THE TRA VEL ED WA Y BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LA YER OF ASPHAL T 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 PA VING OPERA TIONS RESUME. 13. ASPHAL T 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 909 OR MORE THAN 969 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 CONTRACTORS EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY- A. YA. A PROPERL Y CALIBRATED NUCLEAR ASPHAL T 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. C. IN CASE OF DISPUTE, METHOD B" 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 U17LIZINO DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHAL T CONCRETE 0VERLA Y. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS 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 GR/ND/NG AREA SO THA T THE LONG/TUD/NAL LIMITS OF GR/ND/NG ARE A T 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 BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARA GRAPH AND THE LAST FOUR PARA GRAPHS OF SECTION 42-2.02, 'CONSTRUCTION, " OF THE STANDARD SPECIFICA TIONS A FOG SEAL COA T SHALL BE APPLIED TO ALL FINISHED ASPHAL T SURFACES A T THE CONTRA CTOR S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHAL T REJU VENA TING AGENT OR ASPHAL TIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL// AGG BASE) CONFORMING TO SECTION 26 OF THE CAL TRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADA77ON CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE 'GREENBOOK" WHICH ALLOWS UP TO 509 OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 959 OF MAXIMUM DRY DENSITY. 20. THE PA VING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOW/NG MODIFIED CAL TRANS STANDARD SPECIFICA TION SECT/ON 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING. A. WHEN ASPHAL T CONCRETE OR ASPHAL T CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBGRADE 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 MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. STANDARD DETAILS 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS - ST -1, ST -J, D-18; PROPOSED STANDARDS ST -3 (COMMERCIAL DRIVE APPROACH TYPE "A'), ST -23 (STREET LIGHT MAST ARM TYPE), ST -24 (STREET LIGHT BASE PLA TE DETAILS LOCA TION DETAILS), D-14 (CATCH BASIN TYPE 'A'), T-2 (MISCELLANEOUS SIGN DETAIL). Ai 2i Gutter not shown -' B1 r RETAINING CURB RETAINING CURB IF [F NECESSARY AT NECESSARY AT EDGE 0.45" Min AND 0.47" 1 ,5%_.,,,,,",� iaT 5,-0., 1 i EDGE OF SIDEWALK , :a OF SIDEWALK- �...... Max _...... ........ i-' t0! T 0. SIDEWALK a Min ,r 5M o' 9" Min AND 0.92" Max ,� zlo Max IIA5E DI a � cvaoru I �•- I 7..5% x 7.5% SIDEWALK a ._ 'g SEE NOTE 9 = --- Dviu. " - O -IN Max Max - ' July 3, 2075• 1.57 Mo. SIDEWALK SIN .. ._.. 011957 - 3-31-i6 i 'aha o 7.5% - oS3z R£s 7.5% - to -FL cu<a,,: FRONT �� �� Max %5�°'° Max ro L•is%-.%¢ "w. nF ees�sys/sez vw 1 �!x - �° �x EDGE OF v+!° 01 ArrvFc�,w cc>rviz.aN. sr r,.•sc Nnxo`'�e x. SIDEWALK"- ^\, RAISED TRUNCATED DOME oca I TO ACCOMPANY PLANS DATED /Ai%IMR� " " ' 9.0% Mo FRONT '°.:F"° -"° - AT CURB • °OJ EDGE OF FRONT EDGE' -SEE NOTE 9 rg ; ' SIDEWALK OF SIDEWALK �� NOTES: LASE C n) 1. As site conditions dictate, Case A through Case G curb ramps may be A vC -- --9.0% Max A 9.0% Max -i 1� SEE r used for corner installations similar to those shown in Detail A and g AT CURB Detail S. The case of curb ramps used in Detail A do not have to 4'-2" AT CURB NOTE 9 1,5% 1.5% SIDEWALK be the some. Case A through Case G curb ramps also may be used at Min SIDEWALK v6x -" Max mid block locations, as site conditions dictate. CASE A CAS I�lc x I FRONT EDGE I`xI �o OF SIDEWALK ,9,0% Max 2. If distance from curb to back of sidewalk is too short to m an 4'- ' latform landin as shown in Case A AT CURB accommodate ra p d 2 p ( g) -^ FRONT the sidewalk may be depressetl longitutlinally as in Case B, or Cor - ^J - 6��- 6" EDGE OF may be widened as in Case D. 7. r T � Y P I ,S[DEWALK� -)Q 7 57 Type z 3!a Typ 3. When romp ,is located in center of curb return, crosswalk SIDEWALK F.� 1,5� configuration must be similar to that shown for Detail B. a. Max _ Max SIDEWALK ~ - "��1 RETAINING ZIP �' "` - SEE NOTE 9 CURB (BOTH �:a ooB YYo98a ,i 4. As site conditions dictate, the retaining curb side and the flared I - z '^ I a. ,, �,�,< SIDES OF } �� FE, to side of the Case G ramp shall be constructed in reversed position, ` RAMP) �k p parallel, 1 9.0% Max I < I 5. If, located on a curve, the sides of the ram need not be it FRONT AT CURB, but the minimum width of the romp shall be 4'-2 . ED IDEGE WALK, �• / 9.0% Max �4'-2"-Mini SEE NOTE 9 RETAINING/ �4'-2" Min `-SEE NOTE 9 \ AT CURB CURB / 6. Side slope of ramp flares vary uniformly from a maximum of 9.0% at 1 A curb to conform with longi tudlnal sidewalk slope adjacent to top of ! 1 the ramp, except in Case C and Case F. o...,, x>o. ,, FRONT ao Po EDGE OF CASE F CASE G 7. Transitions from ramps and landing to walks, gutters or streets ti�°��, i PLANTING; ,oma" SIDEWALK ) 9.0% Max :g�c�,,,, 9.0% Ma AREA -----y r�,+'`>? - �- See Note 4 shall De flush in lip and free of abrupt changes. AT CURB -• AT CURB - _\-- -RETAINING CURB �.,�°o I f adjoining gutters and road surfaces immediate) (BOTH SIDES OF RAMP) / GUTTER 8. Counter slopes o �o g g e y FLOW TOP OF RAMP ,q•_2" Min odj ocent to and within 24 inches of the curb romp shall not be �.4'-2" l�'SE NOTE 9 "�\ ROUNDED--�;1:�7} t than 0(5.0' pan slope shall not exceed 1 of A -----^ E t-.... depth for 2' -"of )w dth Gutter a toe Min SEE NOTE 8 R--------- - 6 1 s/ Max '- ...1 ..."..".._ t warning surface that extends 4"""y2""""""""� � +: w �� 9. Curb ramps shall have a detectable arni 9 s a "A1iri 7yp--7.5/. Max the full width and 3'-0" depth of the ramp A 4'-0" wide detectable warning surface may be used ono 4'-2' wide curb romp. Detectable CASED CASE E SECTION A -A Warning Surfaces shall used to the requirements in the Standard Specifications. N � Q m y m 10 (1) D Z O a c i x .GUTTER RETAINING CURB i WHERE A FLARED SIDE OCCURS FLOWLINE IF NECESSARY 10. Sidewalk and romp thickness, shall be 3/2" minimum. X '_- PROVIDE 2'-0" Min OF CURB \ TOP OF RAMP, 11. Utilit wa -':- ,,,, 4'-2" Min ' y pull boxes, manholes, vaults and all other utility facilities \ ROUNDED --`j within the boundaries of the curb ramp will be relocated or w �; o •i' - - - - - - % adjusted to grade by the owner prior to, or in conjunction with, o! y T curb ramp construction. c� 1.5/. Max 4' 7.5% Max r' I o' 12. Detectable warning surface may have to be cut to allow removal of o ¢I o 'SEE NOTE 8 utility covers whsle maintaining full detectable warning width o SECTION B -B and depth. Depress entire sidewalk as required SIDEWALK \A k�F .. < •1i ",,n°;_ � RETAINING CURBGUTTE IF NECESSARY-. 2.3" Min AND 2.4" Max-L"t- lpNO\NG FLOWLRNE - - - - - - - - - - - - CENTER TO CENTER ® ® ® s-1- _ 1 Y„""� SPACING Max--� RAISED TRUNCATED DOME PATTERN (IN-LINE) " SIDEWALK J%' 'SEE NOTE 8 SECTION C -C DETECTABLE WARNING SURFACE See Note 9 a Z a a <7 _ 4 1 WHERE A FLARED LIMIT OF PAY SIDE OCCURS ................................................ STATE OF CALIFORNIA PROVIDE 2'-0" CROSSWALK IF PROVIDED DEPARTMENT DEPARTMENT OF TRANSPORTATION Min OF CURB ROUNDED-�: -� CROSSWALK IF PROVIDED ,- - --- - - - -- ....t CURB RAMP DETAILS DETAIL A DETAIL B r ! NO SCALE SE TYPICAL TWO -RAMP TYPICAL ONE-RAMP NOTE 8� RSP A88A DATED JULY 3, 2015 SUPERSEDES RSP A88A DATED MARCH 21, 2014 AND BOOK DATED T2010 MAY 20, 2011 - CORNER INSTALLATION CORNER INSTALLATION RETROFIT PAY LIMITS RSP A88A DATPAGEU 1217 OF 2H1E STANDARD STANDARD Ai 2i Gutter not shown -' B1 r RETAINING CURB RETAINING CURB IF [F NECESSARY AT NECESSARY AT EDGE 0.45" Min AND 0.47" 1 ,5%_.,,,,,",� iaT 5,-0., 1 i EDGE OF SIDEWALK , :a OF SIDEWALK- �...... Max _...... ........ i-' t0! T 0. SIDEWALK a Min ,r 5M o' 9" Min AND 0.92" Max ,� zlo Max IIA5E DI a � cvaoru I �•- I 7..5% x 7.5% SIDEWALK a ._ 'g SEE NOTE 9 = --- Dviu. " - O -IN Max Max - ' July 3, 2075• 1.57 Mo. SIDEWALK SIN .. ._.. 011957 - 3-31-i6 i 'aha o 7.5% - oS3z R£s 7.5% - to -FL cu<a,,: FRONT �� �� Max %5�°'° Max ro L•is%-.%¢ "w. nF ees�sys/sez vw 1 �!x - �° �x EDGE OF v+!° 01 ArrvFc�,w cc>rviz.aN. sr r,.•sc Nnxo`'�e x. SIDEWALK"- ^\, RAISED TRUNCATED DOME oca I TO ACCOMPANY PLANS DATED /Ai%IMR� " " ' 9.0% Mo FRONT '°.:F"° -"° - AT CURB • °OJ EDGE OF FRONT EDGE' -SEE NOTE 9 rg ; ' SIDEWALK OF SIDEWALK �� NOTES: LASE C n) 1. As site conditions dictate, Case A through Case G curb ramps may be A vC -- --9.0% Max A 9.0% Max -i 1� SEE r used for corner installations similar to those shown in Detail A and g AT CURB Detail S. The case of curb ramps used in Detail A do not have to 4'-2" AT CURB NOTE 9 1,5% 1.5% SIDEWALK be the some. Case A through Case G curb ramps also may be used at Min SIDEWALK v6x -" Max mid block locations, as site conditions dictate. CASE A CAS I�lc x I FRONT EDGE I`xI �o OF SIDEWALK ,9,0% Max 2. If distance from curb to back of sidewalk is too short to m an 4'- ' latform landin as shown in Case A AT CURB accommodate ra p d 2 p ( g) -^ FRONT the sidewalk may be depressetl longitutlinally as in Case B, or Cor - ^J - 6��- 6" EDGE OF may be widened as in Case D. 7. r T � Y P I ,S[DEWALK� -)Q 7 57 Type z 3!a Typ 3. When romp ,is located in center of curb return, crosswalk SIDEWALK F.� 1,5� configuration must be similar to that shown for Detail B. a. Max _ Max SIDEWALK ~ - "��1 RETAINING ZIP �' "` - SEE NOTE 9 CURB (BOTH �:a ooB YYo98a ,i 4. As site conditions dictate, the retaining curb side and the flared I - z '^ I a. ,, �,�,< SIDES OF } �� FE, to side of the Case G ramp shall be constructed in reversed position, ` RAMP) �k p parallel, 1 9.0% Max I < I 5. If, located on a curve, the sides of the ram need not be it FRONT AT CURB, but the minimum width of the romp shall be 4'-2 . ED IDEGE WALK, �• / 9.0% Max �4'-2"-Mini SEE NOTE 9 RETAINING/ �4'-2" Min `-SEE NOTE 9 \ AT CURB CURB / 6. Side slope of ramp flares vary uniformly from a maximum of 9.0% at 1 A curb to conform with longi tudlnal sidewalk slope adjacent to top of ! 1 the ramp, except in Case C and Case F. o...,, x>o. ,, FRONT ao Po EDGE OF CASE F CASE G 7. Transitions from ramps and landing to walks, gutters or streets ti�°��, i PLANTING; ,oma" SIDEWALK ) 9.0% Max :g�c�,,,, 9.0% Ma AREA -----y r�,+'`>? - �- See Note 4 shall De flush in lip and free of abrupt changes. AT CURB -• AT CURB - _\-- -RETAINING CURB �.,�°o I f adjoining gutters and road surfaces immediate) (BOTH SIDES OF RAMP) / GUTTER 8. Counter slopes o �o g g e y FLOW TOP OF RAMP ,q•_2" Min odj ocent to and within 24 inches of the curb romp shall not be �.4'-2" l�'SE NOTE 9 "�\ ROUNDED--�;1:�7} t than 0(5.0' pan slope shall not exceed 1 of A -----^ E t-.... depth for 2' -"of )w dth Gutter a toe Min SEE NOTE 8 R--------- - 6 1 s/ Max '- ...1 ..."..".._ t warning surface that extends 4"""y2""""""""� � +: w �� 9. Curb ramps shall have a detectable arni 9 s a "A1iri 7yp--7.5/. Max the full width and 3'-0" depth of the ramp A 4'-0" wide detectable warning surface may be used ono 4'-2' wide curb romp. Detectable CASED CASE E SECTION A -A Warning Surfaces shall used to the requirements in the Standard Specifications. N � Q m y m 10 (1) D Z O a c i x .GUTTER RETAINING CURB i WHERE A FLARED SIDE OCCURS FLOWLINE IF NECESSARY 10. Sidewalk and romp thickness, shall be 3/2" minimum. X '_- PROVIDE 2'-0" Min OF CURB \ TOP OF RAMP, 11. Utilit wa -':- ,,,, 4'-2" Min ' y pull boxes, manholes, vaults and all other utility facilities \ ROUNDED --`j within the boundaries of the curb ramp will be relocated or w �; o •i' - - - - - - % adjusted to grade by the owner prior to, or in conjunction with, o! y T curb ramp construction. c� 1.5/. Max 4' 7.5% Max r' I o' 12. Detectable warning surface may have to be cut to allow removal of o ¢I o 'SEE NOTE 8 utility covers whsle maintaining full detectable warning width o SECTION B -B and depth. Depress entire sidewalk as required SIDEWALK \A k�F .. < •1i ",,n°;_ � RETAINING CURBGUTTE IF NECESSARY-. 2.3" Min AND 2.4" Max-L"t- lpNO\NG FLOWLRNE - - - - - - - - - - - - CENTER TO CENTER ® ® ® s-1- _ 1 Y„""� SPACING Max--� RAISED TRUNCATED DOME PATTERN (IN-LINE) " SIDEWALK J%' 'SEE NOTE 8 SECTION C -C DETECTABLE WARNING SURFACE See Note 9 a Z a WHERE A FLARED LIMIT OF PAY SIDE OCCURS ................................................ STATE OF CALIFORNIA PROVIDE 2'-0" CROSSWALK IF PROVIDED DEPARTMENT DEPARTMENT OF TRANSPORTATION Min OF CURB ROUNDED-�: -� CROSSWALK IF PROVIDED ,- - --- - - - -- ....t CURB RAMP DETAILS DETAIL A DETAIL B r ! NO SCALE SE TYPICAL TWO -RAMP TYPICAL ONE-RAMP NOTE 8� RSP A88A DATED JULY 3, 2015 SUPERSEDES RSP A88A DATED MARCH 21, 2014 AND BOOK DATED T2010 MAY 20, 2011 - CORNER INSTALLATION CORNER INSTALLATION RETROFIT PAY LIMITS RSP A88A DATPAGEU 1217 OF 2H1E STANDARD STANDARD See Note 7 See Notes 1 and 3 Existing curb and sidewalk REVISED STANDARD PLAN RSP A8 8 A Dish COUNTY I -TEM OST IL S SHEE Oi AL .. T�I'AL PROJECT No, SHEEiS REOISTERC D C IL MCNEER July 19, 2013 W uTw ^ PLANS APPROVAL GATE a OYT_tA SIF IF C1-CA[/fes "/A CN /,'S OFF/CCAS MILL 'dal G.4 AGENTS SNAGL MJi BE FE.iN 'S:/XE FR4 7HE ACZ'Ca'ACY q9 CPY➢LEI_NESs LY' SGAkwO tFF� y nLR�'J COP/Es Cly H/.f P/.AN SNFFt. TO ACCOMPANY PLANS DATED Z ES ES ES ES ES FL Var CUT SLOPE t -g 1'-0" Il•= �{ ; ..------- SEE NOTE 4 R=1 A;1 FL R_i;; �R--("1 �'� L -_ LEVEL LINE FL - B" FL ;, �•- V°r 2 EVEL LINE SEE NOTE 1 A•l t' t q�- _ I 3.. LINELVarE NOTE 1 3'_0:: SEE NOTE i h 2'-2" _ 1_-q^ �E NOTE 1 SEE NOTE 1 �ri-Tr LEVEL UNE I-- -! VarLEVEL LINE Vor i O < TYPE A TYPE C TYPE D TYPE E TYPE F See Note 3 See Note 5 DIKES m IV W W a Z 0 ' ES 3'-0" FOR TYPE E ES ES TO ''0" FOR TYPED E� 3'-0" r SLOPE r5% 0 --- 5%y r � a SEE NOTE 4 Z LEYEL LINE CASE C -i CASE C-2 CASE F CASE R O 2 Cut Slope Cut Slope See Note 2 (n 0 TYPE D AND E BACKFILL DETAILS D cc Cl-_ v NOTES: DIKE QUANTITIES V W IW^^ vJ o 1. For NMA shoulders only, extend top layer of HMA placed on the shoulder under CUBIC YARDS dike with no joint at the ES. For pro) ects with OGFC shoulders, do not extend TYPE PER LINEAR FOOT OGFC under dike. See project plans for modified dike detail. A 0.0135 2. Case R applies to retrofit only projects where restrictive conditions do not C 0.0038 provide enough width for Case F backfill. D 0.0293 � 3. Type A dike only to be used where restrictive slope conditions do not provide E0.0130 enough width to use Type D or Type E dike. F 0.0066 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 4. Fill and compact with excavated material to top of dike. Ouantities based on 5% 5. Use Type F dike, where dike is required with guard railinginstallations. See crass slope. HOT MIX ASPHALT DIKES Revised Standard Plan RSP A771,14 for dike positioning details. NO SCALE RSP A87B DATED JULY 19, 2013 SUPERSEDES STANDARD PLAN A87B DATED MAY 20, 2011 - PAGE 120 OF THE STANDARD PLANS BOOK DATED 2010. 2 REVISED STANDARD PLAN RSP A87B O m Cr W Z W 0 0 O 2 0 Cl-_ v IW^^ vJ o o � O 2 O Q � 0 16-f 00 ,.. ... SS LIMITS OF ' f CONS7RUC7/0N ........ ._._........... __ t r L -LCC FO,'? . i Tt''f-L T _. _X- 18" 011 RCP 0 0.259 PROPOSED - CURVE TABLE EZ EC TRANSFORMER 4115 # RADIUS LENGTH TANGENT DEL TA © 30' 46.95' 29.83' 89:3955" © 20' 31.42' 20.00' 90°00'00" © 20' 31.42' 20.00' 90°00'00" 408 407 406 405 404 403 402 401 400 399 LEGEND B. C. BEGIN CURVE E. C. END CURVE B. C. R. BEGIN CURB RETURN E.C.R. END CURB RETURN FL FLOWLINE CL CENTERLINE ELEV ELEVA 77ON P/ POINT OF INTERSECTION TC TOP OF CURB EP EDGE OF PA VEMENT C.O.B. CITY OF BAKERSFIELD �1 CONSTRUCTION NOTE — SEE SCHEDULE © CURVE NUMBER — SEE CURVE TABLE EXISTING SEWER MANHOLE o0 Lr EXISTING WA TER VAL VE EXIS77NG POWER POLE EXIS77NG SIGN ® EXIS77NG STREET SIGN O EXIS77NG SURVEY MONUMENT 0 NEW STORM DRAIN MANHOLE @---0 NEW S7REET LIGHT -r NEW 7RAFFIC SIGN NEW S7REET SIGN ❑E NEW ELEC7RICAL BOX CONSTRUCT CATCH BASIN ® PER C.O.B. PROPOSED DETAIL D-14 CON t0 C S CD a S Q3 G ® S S OO G © G S O Cf S ® e Df OO PR07ECT (E) MONUMENTS DURING CONSTRUCTION. to SAWCUT TRENCH PER C.O.B. STANDARD ST 11. t t INSTALL AC DIKE PER CAL TRANS STANDARD A87B. Ij Ij I I h r{LA— JGE QQITT A hi Qn A M rLE ED/"ftiJ6.34 / .._ HyL? MALL.-- � � _ __ j CP,'S VAL rL C o`k- . _._,.- _._....... __ _ 5;Y9' REC VAULT AVEN, UE A- . _-.,. _ ._ .._.._._.._._._._._ ?1 C:11 `,, TELL Y S TO � GAS 14T%'AC�1Z` PC&E V411t T e-I.t" 1 10 NO TE. - COL L. EC TOR E.•COLLECTOR STREETS — PAVEMENT TO BE A MINIMUM OF 0.35' AC / 0.40' CL 11 AGG BASE / 1.25' NA TI VE @ 959 sz a N 0 • V ZQ J s Q N V � ZI c 0 u N ^ QQ QQ V1 W m Z 2 Z N Z Q� m < 1 W o0 Lr Z 3 sz J s C/3O w cl) cn c 0 u '�1S/c038 w M N 1 sz m 0 N cn w wo J m < D W c !� z W 0 W CL Z ® Z CC W w aCL !. 0 m - �..� 0 C) W cc • 0 ca a 0 Q N 0 � o N N Z Q U a z 0 U � O � 0 z o Q > 0 M to W� 0 N cn w wo J m < D c !� W W 0 W CL Z ® Z CC w aCL !. 0 m - �..� 0 C) W cc • w ca a 0 Q � o N N Z U M to LoZ N; B. C. BEGIN CURVE - EXISTING CENTERLINE Q U U 4 ti Z O V V V V p II W p p o Ul` U� Ull ULL Z U� V h h h O o^ h h _ Z co `,-j WO+ Lr) �O ^ o hO� O of Z M,• U_U W Z, Z, ^� J O s i U r' v QQ OQQ Q Jsr? titi �'� U �Q U �� �ti� m ~� V QQ �� Li Q� Ci �d �� Qj cn cn cn cn L,cn cn fn fn O W "n co m (0{n ;032 � > l I j lt'yb Exp.r- ?, I « I 1 RELOCATE E STREET SIGN • ' `. j INSTALL NEW POLE PER C.f,: s I O.B. PROPOSED STANDARD T-1. : i ::..... . . . I ::`` I-..... .... . <J a I � DRAINA EASEMNT I I - � ��:;••••••••••4 r�:�It � 1 a TO CO. 8. PER DO # I ;' `,• •''; .:.:.:l;�q: .z .`.: ..� ' RELOCATE (E) '4 WAY .5 TOP - - - - �` 1 € ~ 0215110 98 INSTALL NEW POLE PER; C.O.B. d' E r: e1 i •:/. 4 0. C V /• 3 ' PROPOSED STANDARD T 2 :{ ............ .f< 10" •ca . 4 � ^`."..n_+®'®'y,�..,..,. _ .._...:�,•..,,,,...•,,,•., . -.... "' .__.__._ � - x ............. 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BEGIN CURVE - EXISTING CENTERLINE Q U U 4 ti Z O V V V V p II W p p o Ul` U� Ull ULL Z U� V h h h O o^ h h _ Z co `,-j WO+ Lr) �O ^ o hO� O of Z M,• U_U W Z, Z, ^� J O s i U r' v QQ OQQ Q Jsr? titi �'� U �Q U �� �ti� m ~� V QQ �� Li Q� Ci �d �� Qj cn cn cn cn L,cn cn fn fn O W "n co m (0{n ;032 � > l I j lt'yb Exp.r- ?, I « I 1 RELOCATE E STREET SIGN • ' `. j INSTALL NEW POLE PER C.f,: s I O.B. PROPOSED STANDARD T-1. : i ::..... . . . I ::`` I-..... .... . <J a I � DRAINA EASEMNT I I - � ��:;••••••••••4 r�:�It � 1 a TO CO. 8. PER DO # I ;' `,• •''; .:.:.:l;�q: .z .`.: ..� ' RELOCATE (E) '4 WAY .5 TOP - - - - �` 1 € ~ 0215110 98 INSTALL NEW POLE PER; C.O.B. d' E r: e1 i •:/. 4 0. C V /• 3 ' PROPOSED STANDARD T 2 :{ ............ .f< 10" •ca . 4 � ^`."..n_+®'®'y,�..,..,. _ .._...:�,•..,,,,...•,,,•., . -.... "' .__.__._ � - x ............. BLOWOFF VAL VE 1 DOC 000 48914 COB. , ti X 1 I I /r tit DETAIL W-4 2 3 3 X X X 2 X X X 0 / ' :� ••: PULL BOX ... / �:' :T:L - - - ," LIMITS OF ,A 6 , - rci (E< <2,r /; j s < r y CONSTRUCTION ? M : MY -........... - - m a o a e � `. M INSTALL TYPE N-1 CA YELLOW DIAMOND ? W �� W !�: W. W �i�: :�� W. W • W O F. ;., 1. �� • . wi . W ' O >�! W. : •12" DUCTILE IRON :WATER. ' : • : • : • : • : : W . . . . . .1AE . . . . •. ::::. ,:::.: :::.::: ' ::::. • - ....._ PER COB. STANDARD T 9 -L J. 4 • . �. • . • . • . sirq ' a 1. •f Tl f1. INSTALL TYPE OM2 2V ; : ' : ' : •.::::::::::•:::::::::•:•:•:•:•:•:•, 25.09 w • o : s;:.;: OBJECT MARKERS PER 9 s�..:.:.:.:.:.:.:.:.:::::::::::::::: ; ': `• : vY :; �. U. n i , '�'' k=; : ® :' :'. SAN-Y.TiI.:C,.:2•BA.L1G::.3i•:•.r • .:::::i ::::i:::::: O , r, . . b ti. . w ' s . N ca. . �,. • .. C.O.B. STANDARD T-29 . x l V' B f . . . . . . . . . . . . . • : • .,��. • . : • . f•.•..•:�OR:AS:D/R£C.TED:BY:�:�,1..:. f • w;• _ ... _..._._ . . . . 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X SAWCUT A.C. 2 BACK (E) 10 0� a'nf ,;F •, j ? o� ;„ h a `} �.: -_ _._._.-�' / a - - - 0.g OR AS D/REC1F0 BY ; E) IO rdl _ f� h - 4v�..4 ° L.� 4' ,1(1!q � ,+, bra _- _ _ EASE�IFIVT i';�`'E' ROOK � I `� �a,3.' 51 10`" INV ;V,S...................... -.-_. - CITY INSPECTOR 1_ ------------ 52 '3 - _ ---------------- E; _ i'lT;�R 66, PG _ 04 -- ,n , ----------------�I'rd(',l'c`s€ 1"tr ?� �,� 0 f r f� �; f ? T rt ......... - m t + 1., - �_. _-....._ _ . _.._._...................._ - ._.... ..... . _._._ _. - - _._._... __..-.._._._ .........._. x x. . .... ................................ __... �.... �. ............_ i"1 `sflj'1_ ,_ Pl='fLl/sit: jii:;�• oiL_.. ,__ _ ..-_-_-. _.._ _. _- � rr r T7': 0- w OIL .w _ ._ _. _ ...._ a �.L:,_ , },L_ X11. iL. : 1 - - vIL 6 ;li... ;;IC IC_ - lC'1L _.-..-...................................... �-'c i',� I_ PULL OX (S _ B -.a z� - __... _ Z 3 i %r E,,. liJ1 - c,, :.;E EJG€:,... 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END CURB RETURN -- N - - - - - - NEW RIGHT-OF-WAY FL FLOWL/NE 90 0 - - - - - - - SAWCUT LINE CL CENTERLINE -- X EXIS77NG CHAIN LINK FENCE ELEV ELEVA AON 0.25% �� Pl 1.8q ss EXIS77NG SEWER LINE TC TOP OF CURBhf EXIS77NG WATER LINE EP EDGE OF PAVEMENT .................................. EXIS77NG OVERHEAD UTILITY LINE FkQ-NJNE -- } W o C'4 L14 1_�_ SCALE: 1" = 20" As 0.6 259 z ziW Qj o o 20 10 0 20 40 ___ _ ..... _ NEW STRIPING - SEE PLAN EXIS77NG SEWER MANHOLE (E) DIRT FOR CAL TRANS DETAIL Qa EX/SANG WATER VALVE a: - -' -" - EXIS77NG POWER POLE O LL 0.25% w Lu 1.25' NA AVE COMPACTED TO 959 lw - EXIS77NG SIGN C'7 �- ^� 0.25' AC/ 0.4' CL 11 AGG BASE/ ASPHALT DIKE FLOWLINE c ^� 1.4' NA AVE COMPACTED TO 959 - - ,� O QW =�V `" `' W UQW 4 i pQW VtiV `` `� UQW �V m ``r UQW �V `" CO `" O ¢W V�41 `� `'� `" Uti� � W U QRZ tiOW� (nZ = UQW �i Un w UQW m ") �, O 1 c ; THERMOPLAS77C PA/NT PER CAL TRANS STANDARD CSO �n APPROXIMA7E EXISTING EP c� o SPECIFICA77ON PTH-02ALKYD, UNLESS OTHERWISE o aqi __-- x -.....____ _. . ..... _ B. C. R. BEGIN CURB RETURN 30' EXIS77NG RIGHT -OF -WA Y E.C.R. END CURB RETURN vJ - - - - - - NEW RIGHT-OF-WAY FL FLOWL/NE 90 0 - - - - - - - SAWCUT LINE CL CENTERLINE -- X EXIS77NG CHAIN LINK FENCE ELEV ELEVA AON 0.25% �� Pl 1.8q ss EXIS77NG SEWER LINE TC TOP OF CURBhf EXIS77NG WATER LINE EP EDGE OF PAVEMENT .................................. EXIS77NG OVERHEAD UTILITY LINE FkQ-NJNE -- } W 1_�_ SD NEW STORM DRAIN LINE 0 0.6 259 z UGE NEW UNDERGROUND ELECIR/CAL LINE © CURVE NUMBER - SEE CURVE TABLE ___ _ ..... _ NEW STRIPING - SEE PLAN EXIS77NG SEWER MANHOLE (E) DIRT FOR CAL TRANS DETAIL Qa EX/SANG WATER VALVE a: - -' -" - EXIS77NG POWER POLE O LL 0.25% w Lu 1.25' NA AVE COMPACTED TO 959 lw - EXIS77NG SIGN C'7 �- • 0.25' AC/ 0.4' CL 11 AGG BASE/ ASPHALT DIKE FLOWLINE c 1.4' NA AVE COMPACTED TO 959 - - ,� o Q Op EXIS77NG SURVEY MONUMENT o12 NOTE.. O O ALL S1R/P/NG AND PAVEMENT MARK/NGS SHAL L BE (E) FENCE SLOPE FG TO THERMOPLAS77C PA/NT PER CAL TRANS STANDARD CSO o o SPECIFICA77ON PTH-02ALKYD, UNLESS OTHERWISE o aqi Z NOTED. T NEW 7RAFF/C SIGN T06% olZil CONSTRUCTION NOTES -•-� NEW S7REET SIGN I t O R CONST UCT TYPE B' CURB &GUTTER PER CITY OF BAKERSFIELD NEW ELEC7R/CAL BOX STANDARD ST -1. 02 CONSTRUCT 5.5' COMBINATION SIDEWALK PER CITY OF BAKERSFIELD ti MATCH (E) GRADE L�j Ell a) CONSTRUCT CASE ACURB RAMP PER CAL TRANS STANDARD PLAN A88A. _ - PER C.O.B. PROPOSED PROPOSED WEST DETAIL D-14 ® STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" PER C.O.B. PROPOSED o O STANDARD ST -3. CURVE TABLE L14FLOKINE OO CONSTRUCT TYPE B" MANHOLE PER CITY OF BAKERSFIELD STANDARD D-18 W O z _....._._....__..__ O > o CROSS GUTTER €� (E) 12" WATFR SEE APPROVED FLOWLINE IN AL PROPOSED 4' 5FASh LATERAL - (EJ SEE 12' WA1FR MAIN APPROVED CAL I WA7FR PLAN WATER _F PLAN 1 r--------------------- - ____' --- -----___ __ _.... ._- _ ...�....._.._.... -.... -.... _.... .... ...-......... E ; 45'� �} TYP ; ; DOUBLE OFFSET IN �F WA7ER LIN PER CAL --- j 1P1 ,i 11 WATER APPROVED AA15� 1.......................................................................... i i 7 I r 17100 NO TE.' LOCAL STREETS - PAVEMENT TO BE A MINIMUM OF 0.25' AC / 0.40' CL !l AGG BASE / 1.4' NATIVE 9 959 18100 I' R/W DEDICA 1ON I� PER DOC / 000215148915 x NEW FENCUNE FG ' 2% MAX d I .4 I I 18' CLN RCP NEW 12' WATER LINE ARROW STREET 30' 22' TYPE 4' CATCH BAS/NMANHOLE 0.4' CL 11 AGG BASE -\ 0.25' AC 1.4' NA AVE 0 959 SECTION C SCALE. 1'=5' TI=5R=59 19100 C ARROW S7REE{ I (E) AC PAVING I 407 406 405 E. C. END CURVE LENGTH TANGENT B. C. R. BEGIN CURB RETURN 30' EXIS77NG RIGHT -OF -WA Y E.C.R. END CURB RETURN vJ - - - - - - NEW RIGHT-OF-WAY FL FLOWL/NE 90 0 - - - - - - - SAWCUT LINE CL CENTERLINE 1 20.00' X EXIS77NG CHAIN LINK FENCE ELEV ELEVA AON m � �� Pl PO/NT OF lN1FRSECTION ss EXIS77NG SEWER LINE TC TOP OF CURBhf EXIS77NG WATER LINE EP EDGE OF PAVEMENT .................................. EXIS77NG OVERHEAD UTILITY LINE C.O.B. CITY OF BAKERSFIELD W 1_�_ SD NEW STORM DRAIN LINE 0 CONSIRUCAON NOTE -SEE SCHEDULE C) z UGE NEW UNDERGROUND ELECIR/CAL LINE © CURVE NUMBER - SEE CURVE TABLE O a NEW STRIPING - SEE PLAN EXIS77NG SEWER MANHOLE D_ FOR CAL TRANS DETAIL Qa EX/SANG WATER VALVE a: m 0.35' AC/ 0.4' CL 11 AGG BASE/ EXIS77NG POWER POLE O LL o w Lu 1.25' NA AVE COMPACTED TO 959 lw - EXIS77NG SIGN C'7 �- • 0.25' AC/ 0.4' CL 11 AGG BASE/ O c 1.4' NA AVE COMPACTED TO 959 - - EXIS77NG STREET SIGN o Q Op EXIS77NG SURVEY MONUMENT NOTE.. O O ALL S1R/P/NG AND PAVEMENT MARK/NGS SHAL L BE ® NEW STORM DRAIN MANHOLE THERMOPLAS77C PA/NT PER CAL TRANS STANDARD CSO NEW STREET LIGHT SPECIFICA77ON PTH-02ALKYD, UNLESS OTHERWISE 94 aqi Z NOTED. T NEW 7RAFF/C SIGN � U CONSTRUCTION NOTES -•-� NEW S7REET SIGN I t O R CONST UCT TYPE B' CURB &GUTTER PER CITY OF BAKERSFIELD NEW ELEC7R/CAL BOX STANDARD ST -1. 02 CONSTRUCT 5.5' COMBINATION SIDEWALK PER CITY OF BAKERSFIELD ti STANDARD ST -3. CONSJRUCT CATCH BASIN a) CONSTRUCT CASE ACURB RAMP PER CAL TRANS STANDARD PLAN A88A. ® PER C.O.B. PROPOSED DETAIL D-14 ® STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" PER C.O.B. PROPOSED o O STANDARD ST -3. CURVE TABLE OO CONSTRUCT TYPE B" MANHOLE PER CITY OF BAKERSFIELD STANDARD D-18 # RADIUS LENGTH TANGENT DEL TA © 30' 46.95' 29.83' 893955" vJ 20'1.4 3 2 ' 20.00' 90 0 © 20' 31.42' 1 20.00' 90'00'00" 404 403 x PROPOSED FENCEL/NE 402 401 x FG 1% 400 399 398 397 20f00 �✓' I � PROPOSED FENCELINE CONC PAVING I 13" ARROW STREET 1 I� R/W DEDICA 101V ?r PER DOC / 000215148914 8' FG I ' 2% MAX NEW SIDEWALK NEW 12' WATER LINE 30' 22" © CONSTRUCT TYPE A' CATCH BASIN PER CITY OF BAKERSFIELD PROPOSED STANDARD D-14 OO CONSTRUCT STREET LIGHT PER CITY OF BAKERSFIELD PROPOSED STANDARDS ST -23 AND ST -24. ® BORE 2' CONDUIT UNDER (E) PAVED POR -70N OF ARROW ST. OR AS DIRECTED BY C.O.B. PUBLIC WORKS INSTALL PULL BOXES AS SHOWN. gO PROTECT (E) MONUMENTS DURING CONSTRUCTION. 10 SAWCUT TRENCH PER C.O.B. STANDARD ST -11. t 1 INSTALL AC DIKE PER CAL TRANS STANDARD A87B. R/W DED/CAAON ARROW STREET PER DOC 000215148914 30' 4' 6' 6' 1 12% MAX 2.8% 2.6% `- 12' CROSS GUTTER 4 NEW 12" WATER LINE ARROW STREET R/W DEDICA77ON �� PER DOC y 000215148914 I 2% MAX iNEW SIDEWALK 4' SECTION F SCALE. 1 T1 °=5' =5,R=59 C ARROW S7REE1 (E) AC PAVING 0.4' CL 11 AGG BASE 0.25' AC 41SAW0T LINE 1.4' NA AVE 0 959 SECTION D SCALE. 1'=5' TI=5,R=59 SECTION E SCALE. 1A=5' T1=5,R=59 C ARROW STREET I 20' (E) AC PAVING I 0.25' AC 0.4' CL 11 AGG BASE 1.4' NA AVE 0 959 SAWCUT LINE C ARROW STREE1 30' I (E) AC PAVING 22' I 0.25' AC 1.4' NA AVE 0 959 --� NEW 12' WATER LINE MANHOLE \ I 0.4' CL 11 AGG BASE SAWCUT LINE PROPERTY LINE (E) FENCE IL DIKE t' CL # AGG BASE 0.25' AC ,., AVE 0 959 SECTION G SCALE: I"=5' T1=5,R=59 II N V 3 Z a m a INI vJ Q N O W z - N w m � �� m 0 W Q 0 W II 3 m a INI vJ W O W (n Lo �� m 0 0 W 1_�_ �. � C) z J cc W O a c D_ rt : W a: m O LL o w Lu C'7 �- • O c Z o Q 0 O O 0 Q 94 N N 94 aqi Z Q � U 0 Q 0 ti Q o O O z O > o 3 a INI vJ W O W (n Lo �� m 0 0 1_�_ �. � C) uj J cc W O a c D_ rt : a: m O LL o w Lu C'7 �- • w c Z o Q 0 O 0 Q 94 N N 94 aqi Z � U 0 cj) ii 0 EE . ....... .. ..... .. Gi .... . .... . .... . ... . ..... . .... . ..... ................ . ---------------- ... . ..... ...... . ..... . ..... . ...... . ... .. . ............. - - - - - ROAD t. . . ..... . . ...... . ...... . ....... . ....... BRrg N 89'102_8"_W_ 12' ......................... . . ............ . ............. . ............. . ............. . .... . .... . .... . .... . .... 150' T N. SILLECT AVENUE ..... .. . ..... F 14' DETAIL 38 DETAIL 38 - "-------- ------ -4 INSTALL 12" WHITE LIMIT L INE x —F A. .... .... fFJ . . ........ ........... . . ........ . .. . . ....... . . ......... . ......... . . . .. INSTALL 12' WDE . ................. . — -- — -- — -- — -- — -- — -- .. .. . ..... . . ....... . . ....... . ....... . ........ ....... . ....... . ......... . . ... . ............... CROSSWALK ------ ------ - - - ------ - --- . . ........ . . . . ........ . . ........ . ........ . ....... ... . . ....... . ....... . . .................. ............. . ........ . . . . ......... . . > . ......... . ....... . . ... _......-may = .......x . ...... ........ :7 X RIW PER, .7— 7--= .............. U DOC 1000215148914 ............ /;xo -a \\ PROPOSED ELEC TRANSFORMER" 6 DR 18 C-909 PIC F71 .... ........ .............. ............ .......... ........ ... 1. L . . ................ . ......... W FW FW FW Fw ..... . . .... FW F*W FW F FW . .............. . ........ ..... . .............. . . ........... . ............ r= i PL A,1,6 FOR CON RNUA 17,1 kA! I DETAIL 22 SEE FIRE 'SPRIII&LER U, ........------ EF-0 X. BRITTAN ROAD INSTALL 12" . ............. L—L .............. _L_J WH17E LIMIT LINE DETAIL J8 ............ . RA PER C 2 DOC / 000215148914 x_x . .............. x x ............... x x ............... x — -- — -- — -- — Iii .......... . . .............. . ........................... . ............. . .............. _­ . . .......... DETAIL 38- ... ..... .. . . .............. . ............ . .... . .. . — .......... ........... ........ . . .............. . .............. ........... L 8' L (D o 22 ARROW STREET 18 x x 7-kOO - — - — - — -- 8*00 S 00'29'28" W _1 . . .... . . ........... 7 9 -boo ...... ..... . . ............ i__ - — - —I- — - A .................................................................... ..... . .... :7 ===Z�7 ::::::d= . ............... .. ....... ... . ....... — — — — — — ...... - ------ .......... ... . ..... . ...... BEGIN TAPER DETAIL 22 BEGIN REMOVE (E) STRIPING END TAPER DETAIL 22-1 DETAIL 22 INSTALL 12 MDE CROSSWALK END REMOVE (E) STRIPING tz­l ?- I - - -- - -- !- f - - -- - -- - -- - -- - -- - -- - -- - - ARROW STREET SIGN & PAVEMENT DELINEATION INSTALLATION NOTES r� CA M o r71 NO TE, ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICA 77ON PTH-02ALKO, UNLESS OTHERWISE NOTED. L � ARROW STREET NEW STRIPING - SEE PLAN FOR CAL TRANS DETAIL NUMBER INSTALL WHITE "STOP" LEGEND, CENTERED IN LANE AS SHOWN INSTALL TYPE IV ARROW (LEFT/RIGHT), CENTERED IN LANE AS SHOWN FURNISH AND INSTALL 7RAFFIC SIGN PER C.O.B. STANDARDS RI -1 [STOP] INSTALLED SIGN DESIGNATION (D REFRESH (E) 12' WHITE LIMIT LINE Q WET SAND BLAST (E) STRIPING r� CA M o r71 NO TE, ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICA 77ON PTH-02ALKO, UNLESS OTHERWISE NOTED. L � ARROW STREET N SCALE: V= 20" 20 10 0 20 40 1WE= FIMIZ11111111AI 101111AI 0 01 01, N SCALE: V= 20" 20 10 0 20 40 1WE= FIMIZ11111111AI 101111AI 0 01 Z US tr) Q) ti O Q No