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Home My WebLink About1.1-6553 Ph 1 Record DrawingsBEFORE EXCAVATING CALL o USA I — B00- 227 -2800 MUNI CITY OF BAKERSFIELD TRACT N O. 6553 UNIT NO. 1 & 2 STREET IMPROVEMENT MATERIALS LIST I WIT 1 i iniiT � CITY STD. TYPE "B" CURB & GUTTER 10,406 LF 10,936 LF CITY STD. TYPE "M" CURB & GUTTER 1 9893 LF 17-o SELLERS WAY STANDARD TYPE SIDEWALK 37,064 SF 349505 SF RESIDENTIAL DRIVEWAY APPROACH 104 EACH 121 EACH STREET NAME SIGNS 12 EACH 11 EACH STREET LIGHTS 18 EACH 16 EACH CURB RETURN WITH HANDICAP RAMP 21 EACH 15 EACH ASPHALT CONCRETE *5,227 TONS *39853 TONS CRUSHED AGGREGATE BASE *79761 CY *6,073 CY MONUMENT ENCASEMENTS 14 EACH 35 EACH BENCHMARK I UF' OF CONCRETE MONUMENT AT THE SOUTH LINE OF TRACT NO. 5699 PHASE ONE AND THE CENTERLINE OF GOLDEN GATE WAY PERC.O.B. nrklni ► / A r,11 rN^^I * ELEVATION VICINITY MAP NOT TO SCALE SHEET INDEX 2. 3. 4. 5. 6-o 7-o 8, 9. 10. 11. 12-o 13. COVER SHEET GENERAL NOTES STRIPING PLAN STRIPING PLAN GIBES DRIVE UPTON AVENUE & EPLEY COURT VIRDEN DRIVE KINNETT AVENUE M ESTO WAY TREJO DRIVE MILLINGTON AVENUE PANAMA LANE MOUNTAIN RIDGE DRIVE 27 PANAMA IANE STA. �0 +V— 15 +4b 28. PANAMA LANG STA. 15+40 — Z0+0731 2q, STREET DETAILS II t PLANS KEY MAP 1 _J J 200' 0' 200' SCALE: V`= 200' e 9viMaN �arr�e�et w4wv� 07 RubN� L. NniBURN, �. WE 484388 (W* OFd148) DATE MnwAN . iSHkAlWo t �� 6N41NE�C IV DArt Bt6H3z17N (mm. 12-3t -07) REVIEWED BY: CITY OE' BAKERSFIELD TRAFFIC ENGINEER CITY OF BAKERSFIELD DA E O�FT"5' ANT PUBLIC WORKS DIRECTOR D OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR —CITY OF BAKERSFIELD DATE RAUL M. ROJAS, R.C.E. 39880 — EXP. 12 -31 -07 ENGINEER'S CERTIFICATE I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY 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. NOTE. TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND /OAR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF ' INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOAPF HAD PERFORMED THE STAKING WORK. 'E :RACTO C:O R IVATE E N..ER,z THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES 'SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION 1- 800 - 227 - -2600 = ',� suc i 0.75489 rir N F ,.. pp� $� g e 5-30— 0.+O" 'E - 4 ~i . ` P :TX F •_ C 1 1 . G hyyasera_art. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION F 0 ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS HIGHWAY OTHER RIGHT —OF —WAY EASEMENTS, S, OR ENTS OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTU=RB OR REMOVED DUE TO CONTRACTOR'S D ACTORS WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TOPROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR .SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS SS MONUMENTS AND FILE THE REQUIRED ED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT - TO BUSINESS AND PROFESSIONS CODE SECTION 8771. F , J V) Lu 0 UA LLj low i m �Ld d l .5i `DER ' b� 8 rI ° cs 14. MOUNTAIN RIDGE DRIVE 15. MOUNTAIN RIDGE DRIVE 16. POMERADO WAY 17-o SELLERS WAY 18. SARIO DRIVE 19. SELLERS WAY 20. CARROTWOOD AVENUE 21. SANTANDER WAY 22. GOZUM DRIVE 23. POYER DRIVE 24. BERKSHIRE ROAD 25. CONSTRUCTION DETAILS 26. STREET DETAILS 27 PANAMA IANE STA. �0 +V— 15 +4b 28. PANAMA LANG STA. 15+40 — Z0+0731 2q, STREET DETAILS II t PLANS KEY MAP 1 _J J 200' 0' 200' SCALE: V`= 200' e 9viMaN �arr�e�et w4wv� 07 RubN� L. NniBURN, �. WE 484388 (W* OFd148) DATE MnwAN . iSHkAlWo t �� 6N41NE�C IV DArt Bt6H3z17N (mm. 12-3t -07) REVIEWED BY: CITY OE' BAKERSFIELD TRAFFIC ENGINEER CITY OF BAKERSFIELD DA E O�FT"5' ANT PUBLIC WORKS DIRECTOR D OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR —CITY OF BAKERSFIELD DATE RAUL M. ROJAS, R.C.E. 39880 — EXP. 12 -31 -07 ENGINEER'S CERTIFICATE I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY 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. NOTE. TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND /OAR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF ' INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOAPF HAD PERFORMED THE STAKING WORK. 'E :RACTO C:O R IVATE E N..ER,z THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES 'SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION 1- 800 - 227 - -2600 = ',� suc i 0.75489 rir N F ,.. pp� $� g e 5-30— 0.+O" 'E - 4 ~i . ` P :TX F •_ C 1 1 . G hyyasera_art. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION F 0 ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS HIGHWAY OTHER RIGHT —OF —WAY EASEMENTS, S, OR ENTS OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTU=RB OR REMOVED DUE TO CONTRACTOR'S D ACTORS WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TOPROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR .SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS SS MONUMENTS AND FILE THE REQUIRED ED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT - TO BUSINESS AND PROFESSIONS CODE SECTION 8771. F , J V) Lu 0 UA LLj low i m �Ld d l .5i `DER ' b� 8 rI ° cs PLOT DATE: JOB NO.: 050309 FILE NAME: —cov SCALE: AS SHOWN SHEET NO.: 1 I OF 2 ; cl) W g W 0 0 0) w y1� W. i V" ..1�/ W w N � , a 0 pk G { PLOT DATE: JOB NO.: 050309 FILE NAME: —cov SCALE: AS SHOWN SHEET NO.: 1 I OF 2 ; GENERAL NOTES 1 • 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS. 2. 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. 3. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY IGHT-- OF--WAY OR CITY EASEMENTS SHALL B ERSFIELq STANDARDS AND STATE OF CALIFORNIA, IN ACCORDANCE WITH. CITY OF LATEST ADDITION NtA DEPARTMENT OF TRANSPORTATION STAN . ALL REFERENCES TO SECTION 90 OF THE STANDARD SPECIFICATIONS, THE CALTRANS STANDARD E CALTRAN S STANDARD, SPECIFICATIONS D SPECIFICATIONS DATED JULY 1992. THESE REFER TO CONSIDERED A PART OF THESE P E STANDARDS, DRAWINGS AND DETAILS SHALL CANS AND THE CONTRACTOR SHALL OBTAIN LL BE A COPY FOR HIS USE. 4. PRQIQR TO THE STAR OF ANY PHASE E OF CONSTRUCTION WITHIN THE STREET RI E THE CITY CONSTRUCTION INSPECTION DEPARTMENT RIGHT-OF-WAY, THE CONTRACTOR SHALL ARTMENT 48 HOURS NOTICE. THE SECTION (661)326-3049. MAY BE NOTIFIED AT 5. IT IS THE RESPONSIBIBLTY OF THE CONTRACTOR ONTRACTOR TO ENSURE THAT ALL UNDERG OF THE STREET .RIGHT -OF -WAY HAVE ROUND IMPROVEMENTS, WITHIN THE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION PAVING. 6. STREET SIGNS AND STREET LIGHTS BEEN SHALL BE INSTALLED AT THE EXTENSION OF INDICATED ON THESE PLANS. THE CONTRA THE LOT LINE AND WHERE THEY HAVE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS AN C.O.B. STD. NO. S -31 & S--40, D SIGNS ARE PROPERLY INSTALLED PER 7. THE CONTRACTOR SHALL OBTAIN ALL . SHALL NECESSARY PERMITS BEFORE START OF L BE OBTAINED FROM THE CITY OF BAKE CONSTRUCTION, AN OPEN STREET PERMIT STREET RSFIELD FOR ANY WORK TO BE PERFORMED RIGHT-OF-WAY UNLESS SECURED BY E FORMED IN THE EXISTING, ACCEPTED A SUBDIVISION AGREEMENT, SECURITY ENGINEER'S ESTIMATE FOR THE BASED ON AN APPROVED WORK PERFORMED WITHIN TH SHALL BE APPROVED E STREET RIGHT-OF-WAY AND OVED PRIOR TO ISSUANCE OF A PERMIT INSURANCE, AS REQUIRED, 8. THE CONTRACTOR IS RESPONSIBLE FOR V ERIFYING DIMENSIONS, DATA AND MEASUREM PRIOR TO CONSTRUCTION. DO NOT SCALE DRAW {N ENTS AT THE BUILDING SITE GS• WRITTEN DIMENSIONS ON THESE DRAWINGS OVER SCALED DIMENSIONS. QUAD KNOPF MUST SHALL HAVE PRECEDENCE AND CONDlDTIONS SHAWN BE NOTIFIED OF ANY VARIATIONS FROM THE BY THESE DRAWINGS. DIMENSIONS 9. EXISTING UTILITY AND UNDERGROUND LINES NES HAVE BEEN SHOWN ON THIS PLAN ACC ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ACCORDING TO AVAILABLE RECORDS. VERIFICATION LE ERRORS OR OMISSIONS. THE CONTRACTOR OF THE LOCATION AND DEPTH OF ALL UTILITIES IS RESPONSIBLE FOR 5 CITIES PRIOR TO BEGINNING OF ANY WO SERVICE ALERT (U.S.A.; 1 �.g00- 227 -260 WORK. UNDERGROUND 0) SHALL BE CONTACTED AT LEAST CONSTRUCTION OR EXCAVATION. TWO WORKING DAYS PRIOR TO ANY 10. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED, OR UNDERCUT BY ' OPERATIONS SHALL BE REPAIRED OR REPLACED CONTRACTOR S AND APP AT THE CONTRACTOR'S EXPENSE, AS DIRECT ROVED BY THE GOVERNING AUTHORITY. ED BY THE ENGINEER, 11. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 12. THE CONTRACTOR SHALL FURNISH ALL LABOR COMPLETE MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION E AND FUNCTIONAL PRODUCT, N NECESSARY FOR A 13, ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE R DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, EQUIEMENTS OF THESE ACCEPTABLE D, OR REMOVED AND REPLACED BY THE CONTRACTOR LE MANNER, AND NO COMPENSATION WILL BE ALL RACTOR IN ANY OWED FOR SUCH CORRECTION. 14. NORMAL STAKING AND MARKING OF THE PROJ SHALL ECT WILL BE SUPPLIED ONLY ONCE. ALL RE5TAK BE AT THE EXPENSE OF THE CONTRACTOR. ING OR REMARKING 15. IN THE EVENT CONSTRUCTION STAKING BASED ' A ON THE CONSULTANTS PLANS, DRAWINGS ACCOMPLISHED BY ANYONE OTHER THAN THE CONS OR OTHER DOCUMENTS IS .LIABILITY AR CONSULTANT HARMLESS AND RELEASE THE CONSULT (SING FROM THE USE OF SAID PLANS, DRAWINGS ANT FROM ALL 0R OTHER DOCUMENTS. 16. THE CONTRACTOR AGREES THAT HE SHALL ASSUME UME SOLE AND COMPLETE RESPONSIBILITY FOR G THE COURSE OF CONSTRUCTION OF THIS PROJECT OB SITE CONDITIONS N CT INCULDING SAFETY OF ALL PERSONS AND PR E T SHALL APPLY CONTINUOUSLY AND NOT BE LIMIT PROPERTY THAT THIS REQUIREMENT ED TO NORMAL WORKING HOURS AND THAT TH , INDEMNIFY AND HOLD THE OWNER AND THE EN E CONTRACTOR SHALL DEFEND LIABILITY, REAL OR ALLEGED IN CONK ENGINEER _HARMLESS FROM ANY AND ALL CONNECTION WITH THE PERFORMANCE OF WORK ON T LIABILITY ARISING FROM THE SALE NEGLIGEN HIS PROJECT, EXCEPTING FOR CE OF THE OWNER OR THE ENGINEER. 17. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING EANING OF ANY PART OF THE DRAWINGS AND P DISCREPANCIES 1N OR OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS OR GS HE SHALL SUBMIT A WRITTEN REQUEST FRO A CORRECTION THEREOF, PRIOR TO FILING HIS BID P AN INTERPRETATION OR RICE FOR THE PROJECT. 18. QUAD KNOPF WILL NOT BE RESPONSIBLE OR LIA BLE FOR UNAUTHORIZED CHANGES TO OR USES ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED F THESE PLANS. ED IN WRITING BY QUAD KNOPF. 19 • SEE, WATER AND SANITARY SEWER 8c STORM DRAIN IMPROVEMENT PLANS FOR OTHER IMP OF THIS PROJECT. IMPROVEMENTS THAT ARE PART STREET IMPROVEMENT NOTES 1 • THE .SUBDIVIDER, IF REQUIRED, SHALL OBTAIN START F GRADING APPROVAL AS REQUIRED BY C.O.B. ORDINANCE, 0 ANY EARTHWORK. NANCE, PRIOR TO 2. ANY TRENCHING TO BE CONDUCTED C ED WITHIN THIS PROJECT SHALL BE BACKFILLE D AND COMPACTED PER CITY STANDARD D DETAIL ST- 2 2 . 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN TH BY THE E STREET RIGHT-OF-WAY E CITY ENGINEER. OF WAY AS DIRECTED 4. ALL STREETS HAVE BEEN DESIGNED USING A MI " MINIMUM R VALUE AS STATED IN THE SOILS REP SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. 0 RT. SEE STRUCTURAL SHOULD FURTHER TESTING SHOW A L " THE ACTUAL IN PLACE MATERIAL, STREETS SHALL LOWER R VALUE OF ACCORDANCE BE REDESIGNED ACCORDING TO THE LOWER "R" NCE WITH CITY ENGINEER. VALUE, IN 5. RELATIVE COMPACTION OF NOT LESS THAN 95% n SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING LANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ACTION OF NOT LESS THAN 95% SHALL ) ADDITION, RELATIVE COMPACTION BE OBTAINED FOR A MINIMUM DEPTH OF 1. ON LOCAL STREETS (1.5' TO 2,5' AS DIRECTED FOOT BELOW FINISH GRADE ECTED BY THE PUBLIC WORKS DIRECTOR ON CO HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTER ELECTOR AND ARTERIAL . 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE - COMPACTION UNDERNEATH THE SIDEWALK AND DEPTH OF 6". THE LOCATION OF THE TESTS SHALL CURB AND GUTTER TO A ALL BE DETERMINED BY THE CITY. 7. COMPACTION TEXT SHALL BE THE RESPONSIBILITY TESTS L TY OF THE DEVELOPER. THE NUMBER AND L SHALL BE DETERMINED BY THE CIT ENGINEER. T OCATON OF REQUIRED WILL BE BACKCHA HE COST OF RETESTING DUE TO FAILED COMPACT RGED TO THE CONTRACTOR. OIN TESTS 8. ALL CONRETE SHALL BE COMPOSED OF CLASS B 5 SACK CEMENT, MINIMUM CEMENT CONTENT AND A MAXIMUM WATER /CEMENT RATIO OF 0.500 OF 470 CBS. /CU. YD., 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO LED TO NEW ASPHALT CONCRETE PAVEMENT IN A PROVISIONS FOR FOG SEAL IN SECTOIN 37, BITUMINOUS S CCORDANCE WITH THE STANDARD SPECIFI SEALS, OF THE STATE DEPARMENT OF TRANSPORT CATIONS, CURRENT EDITION, AND THE STATE DEPART ATION PROVISIONS CURRENTLY IN EFFECT, DEPARTMENT OF TRANSPORTATON STANDARD SPECIAL CT AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DI DE A TIE INTO EXISTING STREET PAVEMENT. RECTOR IN ORDER TO PROVIDE 1 1 • 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 SHOWN ON THESE .PLANS TO ME AND OTHER SAFETY DEVICES (NOT ET WITH THE APPROVAL THIS ITEM SHAL BE INCLUDED AL OF THE CITY PUBLIC WORKS DIRET DED IN THE PAVEMENT PRICE, OR• THE PRICE FOR 14. SIGN PANELS SHALL BE MOUNTED AS ON POSTS WITH HAWKINS M2G SERI ASSEMBLY OR EQUAL, ROADSIDE SIGNS IN ES BOLT AND VANDAL PROOF NUT SID STALLED PER CITY STANDARD DETAIL SIDEWALK, 6 FROM BACK. L T--19 SHALL BE LOCATED W {THIN 15. SEE WATER, OM- DRAIN, AND SEWER IMPROVEMENT THI S PROJECT. O OTHER MIPROVEMENTS THAT ARE A PART OF ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AN CONFORM TO THE PROVISIONS IN D TYPE B(MODIFIED) FOR ALL SPECIFICATIONS AND THESE SPECIAL P SECTION 39, "ASPHALT CONCRETE " PROVISIONS. � OF THE STANDARD 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED M ASPHALT CONCRETE SHALL NERAL AGGREGATE FOR TYPE A (MODIFIED) L CONFORM TO THE RE UIR OR TYPE B (MODIFIE01 _= Q EMENTS QF SECTION -- _► FOR 3/4 MAXIMUM, MEDIUM GRADING. 39 2.02, AGGREGATE, OF THE STANDARD NDARD SPECIFICATIONS 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ( FIED) ASPHALT CONCRETE _ OTHERWISE DIRECTED BY T SHALL BE AR 8000 VISCOSITY GRADED HE ENGINEER. ASPHALT BINDER FOR TYPE SPHALT, UNLESS VISCOSITY GRADED ASPHALT, UNLESS E B (MODIFIED) ASPHALT CONCRETE S OTHERWISE Df RECTED BY THE ENGINEER. HALL BE RM TO 0 REQUIREMENTS IN THE TABLE FOR EER• THE ASPHALT BINDER SHALL CONFORM "STEAM- PAVING ASPHALTS " i ORM TO THE SPECIFICATIONS. N SECTION 92 -1.02, "GRADES," OF THE H E STAN DAR D 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINER ACCORDANCE WITH THE CALIFORNIA L AGGREGATE SHALL BE DETERMINED BY A TEST METHOD 367 USING SAMPLES OF THE CONTRACTOR IN AMOUNT OF ASPHALT BINDER SHALL BE AP MATERIALS PROPOSED FOR USE IN TH PROVED BY THE ENGINEER. E WORK. THE 5. AT LEAST 14 DAYS PRIOR TO THE START RT OF WORK, THE CONTRACTOR SHALL - APPROVAL: SUBMIT THE FOLLOWING FOR THE ENGIN ' EER S REVIEW A. A LIST OF AGGREGATE AND ASPHALT SOURCES B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN SECTION 39 -2.029 "AGGREGATE Of OFT THE WORK CONFORM TO THE REQUIREMENTS HE STANDARD SPECIFICATIONS AND THE OF SE SPECIAL PROVISIONS. MATERIAL T TEST RESULTS SHOULD NOT BY OLDS L SIEVE ANALYSIS AND SAND EQUIVALENT SHOULD NOT BE OLDER THAN R THAN SIX (6) MONTHS. ALL OTHER T ONE E (1) YEAR, EST RESULTS C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WIT ON WHICH THE DESIGN IS BASSO SHALL THE CALIFORNIA TEST 367. LABORATORY LL BE SUBMITTED WITH THE MIX DESIGN RY TEST RESULTS DENSITY OF THE DESIGN MIXTURE AS DETERMINED LONG WITH THE THEORETICAL MAXI ERMINED BY ASTM D -2041. THE ASPHALT MUM REQUIREMENTS OF SECTION 39 --2,02 "AGGREGATE, CONCRETE MIX SHALL MEET THE THE DATA S R EGATE, OF THE STANDARD SPECIFICATIONS SUBMITTED SHOWS THAT THE MATERIALS ARE AND THESE SPECIAL PROVISIONS. IF DESIGN MAY E SUBSTANTIALLY THE SAME AS WHEN TH BE UP TO THREE (3) YEARS OLD. THE E DESIGN WAS PREPARED, THE CONCRETE MIX DESIGN. DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED OCIATED WITH THE ASPHALT 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVE CUT. D SURFACES, THE EXISTING PAVE SAW MENT SHALL BE 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS PRIOR TO THE PLACEMENT OF ASPHALT MET Q MEETS OF SECTION 39 -4.01 "SUB GRADE," GRADE, 0 F THE STANDARD SPECIFICATIONS SHALL BE 8. THE AREA TO WHICH PAINT BINDER HA BEEN APPLIED SHALL BE CLOSED TO T AVOID S TRACKING BINDER MATERIAL ONTO THE EX HE PUBLIC TRAFFIC. CARE SHALL BE TA EXISTING PAVEMENT SURFACE BEYOND LIMIT KEN TO 5 OF CONSTRUCTION . . 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY ENGINEER, 10. INTERSECTIONS AND TAPERED. SHOULDERS ERS SHALL BE SURFACED AS DIRECTED LL BE PLACED AT ROAD CONNECTIONS AN BY THE ENGINEER. ADDITIONAL ASPHALT D PRIVATE DRIVES, WHERE SHOWN ON THE ONCRETE ENGINEER, AND HAND RAKED, IF NECESSARY E PLANS AND AS DIRECTED AND COMPACTED TO FORM SMOOTH TAP BY THE EKED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF CONDUCT A LAYER OF ASPHALT CONCRETE IS 0.15 FEET OR LESS, PAVING OPERATIONS SHALL BE DROP --OFF BETWEEN ADJACENT LANES IS N PAVEMENT ALONG THE NOT GREATER THAN THAT WHICH CAN BE LONGITUDINAL NORMAL PAVING OPERATIONS. ADDITIONAL A SURFACED DURING THE FOLLOWING ASPHALT CONCRETE SHALL BE PLACED A G SHIFT OF LANE. SUCH ADDITIONAL ASPHALT CONCRETE ONG THE TRANSVERSE DROP -OFF E SHALL BE HAND RAKED AND COMPACT SON EACH THE LANES ARE OPENED TO PUBLIC TRAFFIC. D TO FORM TEMPORARY CONFORMS C. KRAFT PAPER, OR OTHER APPROVED RMS BEFORE CONFORMS TO FACILITATE THE REMOVAL OF BOND BREAKER, MAY BE PLACED THE CONFORMS WHEN PAVING OPERATION UNDER THE S RESUME, 12. WHERE THE COMPACTED THICKNESS OF CONDUCTED A LAYER OF ASPHALT CONCRETE IS MORE CTED IN SUCH A MANNER THAT THE LAY THAN 0.15 FEET, PAVING OPERATIONS ER OF ASPHALT CONCRETE IS PLACED ON SHALL BE TRAVELED WAY BEFORE THE LANES ARE OP ALL CONTIGUOUS LANES ENED TO PUBLIC TRAFFIC. AT THE ,END OF THE THE ENDS OF A LAYER OF ASPHALT CON OF EACH WORK SHIFT, THE DISTANCE CRETE ON ADJACENT LANES SHALL NOT NCE BETWEEN CONCRETE SHALL BE PLACED ALONG THE T BE GREATER THAN 10 FEET. ADDITIONAL TRANSVERSE DROP -OFFS ON EACH LANE ONAL ASPHALT BETWEEN ADJACENT LANES. SUCH ADDITION AND ALONG THE LONGITUDINAL DROP-OFF ASPHALT CONCRETE SHALL BE HAND PROP OFF CONFORMS BEFORE THE LANES ARE OPENS RAKED AND COMPACTED TO FORM D TO PUBLIC TRAFFIC. KRAFT PAPER OR TEMPORARY PLACED UNDER THE CONFORMS TO FACILITATE OTHER APPROVED BONA BREAK E THE REMOVAL OF THE CONFORMS WHEN R, MAY BE EN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF ASTM D -2041. IN -PLACE DENSITY SHALL B THE MAXIMUM THEORETICAL DENSITY AS D E DETERMINED IN ACCORDANCE WITH CALIFORNIA DETERMINED BY LIFORNIA TEST 375. 14. IF THE TyE CONTRACTO IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 P THE MAX IMUM THEORETICAL DENSITY, ERCENT OR GREATER THAN 94 PERCENT R WILL BE ADVISED THAT THE REQUIRED OF ATTAINED AND THAT THE MATERIALS OR PR RELATIVE COMPACTION f PROCEDURES OR BOTH, IF NEEDED, NEED AD SNOT BEING OPERATIONS SHALL N07' CONTINUE UNTIL THE ADJUSTMENT. ASPHALT CONCRETE E CONTRACTOR HAS NOTIFIED THE CITY E SPREADING MADE IN ORDER TO MEET THE REQUIRED C ENGINEER OF THE ADJUSTMENT THAT OMPACTION. IF ANY SUCCESSIVE TEST AFTER WILL BE SPECIFIED RANGE, THE ASPHALT CONCRETE R R NOTICE IS GIVEN DOES NOT MEET BY THAT LOT SHALL BE R MEET THE MEETS THE IN- -PLACE DENSITY REQUIREMENT SHOVED AND REPLACED WITH MATERIAL ERIAL THAT 15. IF THE TEST RESULTS FOR ANY LOT OF OR M ASPHALT CONCRETE INDICATE THAT THE R ORE THAN 9.6�, THE ASPHALT CONCRETE REPRESENTED RELATIVE COMPACTION IS EITHER LESS THAN E RESENTED BY THAT LOT SHALL BE REM RI AL THAT DOES MEET THE IN -PLACE DENSITY R REMOVED AND REPLACED WITH MATERIA REQUIREMENT. THE CORRECTIVE WORK SHALL LL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAIR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D 1 188 WHEN SLABS OR CORES ES ARE TAKEN FOR LABORATORY TESING. PARAFFIN. ZINC STEARATE MAY BE SUBSTITUED WITH C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE A LT CONCRETE DOES NOT MEET THE SPECIFI • ED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN THE TOLERANCE BY EITHER • (1) ABRASIVE GRINDING WITH EQUIPMENT AND REPLACEMENT, OR (3) PLACEM Q MENT UTILIZING DIAMOND BLADES 2 ENT OF AN ASPHALT CO � () REMOVAL THE CORRECTIVE CONCRETE OVERLAY. THE METHOD WILL BE S WORK SHALL BE AT THE CONTRACTOR'S EX ELECTED BY THE ENGINEER. EXPENSE. . 18. IF ABRASIVE GRINDING IS USED TO GRIN BE G THE FINISHED SURFACE TO SPECIFIED PERFORMED, AS NECESSARY, TO ENLARGE THE URFACE TOLERANCES, ADDITIONAL GRINDING E GRINDING AREA SO THAT THE LONGITUDINAL SHALL CONSTANT OFFSET FROM, AND ARE PARALLEL T NAL LIMITS OF GRINDING ARE O, THE NEAREST LANE LINE OR PAVEMENT AT A GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. EDGE, AND THE TRANSVERSE LIMITS TERLINE ALL GROUND AREAS SHALL BEN HITS OF SURFACE APPEARANCE. ABRASIVE GRINDING SHALL AT RECTANGULAR AREAS OF UNIFORM PARAGRAPHS OF SECTION 42 - 2.0 2, "CONSTRUCTION H E FIRST PARAG PARAGRAPH AND THE LAST FO , OF THE STANDARD SPECIFICATIONS. FOUR ALL FINISHED ASPHALT SURFACES A NS. A FOG SEAL COAT SHALL BE T THE CONTRACTOR'S EXPENS APPLIED TO AGENT OR ASPHALTIC EMULSION E. THE FOG SEAL COAT SHALL BE EITHER AS DIRECTED BY ENGINEER. ASPHALT REJUVENATING 19 • AN OPEN STREET PERMIT WORKS SHALL BE OBTAINED FROM TH KS DEPARTMENT FOR ANY W E CITY OF BAKERSFIELD PUB[ STREET RI WORK PERFORMED WITHIN THE RIGHT OF -WAY UNLESS SECURED XISTING ACCEPTED BASED 0 ED BY A SUBDIVISION AGREEM N AN APPROVED ENGINEER'S ENT. A DEPOSIT WITHIN THE ESTIMATE FOR THE WORK T RIGHT OF WAY AND INSURANCE BE PERFORMED THE PERMIT. E SHALL BE POSTED PRIOR T 0 ISSUANCE C 20• BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 q 26 OF OF THE ST B) CONFORMING TO ATE STANDARD SPECIFICATIONS SECTION RECYCLED OR RECLAIMED = LATEST EDITION; HOWEVER, N0 MATERIAL WILL BE ALLOWED. BA SHALL BE EITHER CL 2 A SE MATERIAL IN LOCAL ROAC B OR CRUSHED MISCELLANEOUS SECTION 200 -2.4 OF THE ASE (CMB) CONFORMING `f E GREENBOOK." 21. SIGN NUMBERS ARE FEDERAL L CODES UNLESS OTHERWISE INDICATED INDICATES CALIFORNIA CODES. BY (CA). (CA) CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAK ERSFIELD STANDARD DRAWINGS SHALL ALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR <C u O TO OBTAIN LATEST EDITION THEREOF) CITY FIG. NO. DESCRPTION CK ST -1 CURB AND G " " ,� ,_ » UTTER (TYPE A , B , AND C ST -2 COMMERICAL DRIVEWAY Igl ST -3 SIDEWALK ST -4 RIDENCE DRIVEWAY 9 ST -5 HOUSE NUMBER FOR CURBS ® ST- 6 PAVEMENT PATCHES ❑ ST -7 CROSS-CUTTERS ❑ ST -8 26 INCH PART CIRCLE CULVERT I� ST -9 STREET SPECIFICATIONS ST -10 STREET SECTIONS IONS ❑ ST 10A STREET SECTIONS ONS N ST -1 1 STREET CROSS SECTIONS El ST--12 ALLEY CROSS SECTION 0 ST-13 SURVEY MONUMENT ST -14 * *STREET LI GHT, MAST ARM TYPE ® ST -15 CUL-DE-SACS ST -16 STREET KNUCKLE IgI ST--17 WIDE CROSS- GUTTER ❑ ST--18 MEDIAN CURBS (TYPE " " , " M -1 }f AND ,_ M -2,p ) �! ST -19 HANDICAP RAMPS ❑ ST -20 PRIVATE STREET E GATES ❑ ST -21 REFUSE CONTAINER PAD � ST -22 TRENCH BAC KFILL AND COMPACTION REQUIREMENTS ❑ D -10 SIDEWA K L UNDERDRAlN D--1 1 DRAINAGE BASIN SN � D -14 C ATCH - BASIN, TYPE A of ❑ D-15 CATCH --- BASIN , TYPE ', A--1 ,$ ® D -16 CUTTER DEPRESSIONS ❑ SW_ 4 MANHOLE, TYPE "A" WITH DROP CONNECTION i� SW-5 FRAMES & COVER FOR MANHOLES & CLEANOUTS � T- SIGN, POST TYPE ❑ T_3 MAJOR COLLECTOR TRANSITION ® T--12 MINIMUM ACCESS DESIGN ® T -34 TRAFFIC SIGNAL INTERCO ET - WIRING AND PULL BOXES CALTRANS STANDARD P LANS 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRPTION 9 RSP A88A 11�11101' PH Sc � CURB AND GUTTER (TYPE "A ", "B" A D I$ ND C ) .S S`�� IS u ,kl . 7580a I Ex p. -30 A. iy .a OF CAS° g Es N > W�,1,� <C u O a co 0 N U �c , u: z �to to CL O © t z LL4uj Z, W � c)r I. -- w .. °° .. ©i <W a Ci U-) V') m Li. '"' uc 4- -- 0 V✓ W W N di ui Q 9 W w�Sr" Z cr 10- 0 ci a co Z, Ci z V✓ W W N di ui w�Sr" LLB 0 .� o CO t CL CC •� E �,,u to di to mm J " a- Lu N .a N �. Lu CC 0 c 0 N t� 4? to N > �► �... Uj 'd''vt4V'p- ro; "PLOT DATE: z; JOB NO.: ..,yT 050309 FILE NAME: 050309- 02-COV SCALE: ki F=- W LIJ I V) W W Li Z J 2 U Q 1 5 4�n>6 _ _ �, i i.`.AtiM:, nt:vtic°d(IJ�.•'�YI: r:.tiwsratp+*_NJk.�:«rwas3, Swat.+... .: a, * e>,.....x.�m..;•,:uns:..!a -eM. >. •ter�nx. -nn+s. aw.navwr.. -rv.r� k.... „ 121' LIMIT LINE USING r D3 -1 PER CITY T ERMOPLASTIC PAINT z STANDARD . ER CALTRANS STANDARD �. :,'ALIGN WITH SIDEWALK(TYPICA ) tl o STA. 27 +53.83, o.o --- STA. 23 +89.65 6.651T EDGE OF PAVEME MT. RIDGE STA,-24+46.11. 17.00 RT 1 +:.}.^.,/F 6. v1- 4✓ti�'+W?K1��i4 > %Y.'�YN:+tii ?+t ..:.��wif+/i':n ^M. ➢r!�Wy .rlf%rv.?SWarh. xS: <!a�'vsvu.ga: %h'':Ce�✓r[l: .�'.tre�.Y�slslK3+i�.. .. '� y' �M1Pr ,•WDr..�vie..id!9!iV3vhr'f'to%Y r'}.v✓R'h•., -� Cat- mv>.�r.-AS-.N>+:.'+bl'S.• .�M'?.�'RW.aAyNrRawer�x�:M .�U _ ��1 STA. 23 +46.11 17.00'RT NO PASSING ZONE STA. 27 +53.719 17.00' DETAIL 22B OF A20A 4 DETAIL 22B OF A20A NO PASSING ZONE MIT. RIDGE NO PASSING ZONE 23 +00 4 R26((,'q) 25 +00 26 +00 2� T' { z y STA. 29 56.05, 10.70' DETAIL B OF A20A �•ryk. NO PAS ING ZONE i 5 A. 23 +42.48, 39.30'RT I STA. 1+53.27, 25.591T T. RIDGE MILLINGTON AVENUE STA. 27 +42.09 39.20'f RIDGE R 6(CA) N "STOP" M. g R1-1 R26(CA) � I � STA. 1+05.92. 35.99'RT I INGTON AVENUE D3 -1 PER CITY STANDARD T -1 I � I g I I 1g I I I � N g 8 I � T8 � I I I 8 I I � � Tg I 8 g I I t I Tg � I I � � I g I � I I � I � I � STA. 9 +31.05 35-1 1 'tT ------ g MILLINGTON AVENUE STA. 7 +13.08. 35.07'RT D3 -1 PER CITY D3S j� pERY CITY STANDARD T -1 STANDARD T -1 18 a +oo 1 4+00 s +oo o +oo 1 Aft r - - STA. 3 +80.28, 27.36'RT T TREJO DRIVE � D3 -1 PER CITY 18 � STANDARD T -1 28 +00 29 +00 STA. 30+56.T3,7.57 RT' DETAIL 22B OF A20A � NO PASSING ZONE STA. 30 +55.52 47.38'RT MT. RIDGE R26(CA) STA. 30 +06.47,1 18.571T . W1 -7 W/ OM1 -3 30+00 D3 -1 PER CITY STANDARD STA. 34j13.92, 13.92 10.001 4 DETAIL 42B OF A20A s NO PAS LNG ZONE f � STA. 33+97. 3 8.741T r I DETAIL 22B OF A20A g NO PASSING IZONE STA. 34 13.76 12.00'RT DETAIL 8 OF A20D y vy xy - r. YKC'• K+?« R- wi; s". MtWti.+•...;+•+ �s�'` ytl"' LY3nYYf +'>YK!�^�23�ML+x:'.A >W^Yr: 1vYi :hU'N%.�.r.'y'Gxv?g &R•K +iAnY.b: ?NnM.M�v.�'AM:X:/:' -S_*+ .:u:++s-•�.•�, -' •ylgy�P y;YfrP!e.VFOe1v..+4N WHArk�1Y.:_'Y.'i wf•He:V.'y" +•.(:: h+r a.ak DETAIL 22B OF A20A NO PASSING ZONE 31+00 32 +00 3+00 STOP AHEAD-".- (WHITE') - PAVEMENT MARKING STA. 32 +98.31, 24.00'RT gTART I ANF MARK am m "*r % : .spy 1+34.90, 35.04'RT UPTON AVENUE � D3 -1 PER CITY STANDARD T -1 „STOP„ Aa4R F a I I I PAVEMENT MARKING ,.. STA. 9 +90.43 60.01 RT � � END LANE MARKING D3 -1 PER CITY .a � STANDARD STA. 8+97.24.37.161T KINNETT AVENUE D3 -1 PER CITY CTA AIf1A D1'1 T -1 STA. 10 +00.43 59.92'RT L v� - 5 I I END NE MARKING 1 CHANNELIZING L I N d � =, D AIL 38 OF A20D STA. V 0+ 12.43 52.83 'RT co END LANE MARKING 13+52.25, i 2.26'RT %�:. 10 +36.43 60.13'RT END TAPER I END LANE MARKING f PAINT CROSSWALK USING THERMOPLASTIC PAINT .o'TYPE IVIARROW 35 +00 ow PER CALTRANS STANDARD � yS SPECIFICATION co -' 10- 21C -19 x �- to co u*) -1 PER CITY "'�,► TYPE IV ARROW "fir �p E { TANDARD $7A. 9 +59.32, 4 .62'RT j STA. 33 +05.7 1, 54.88'RT YT. RIDGE I STA. 1+60.86. 25.961T to AHEAD" TYPE !V ARROW STRIPING 8 WIDE WHITE 26(CA) KINNETT AVENUE W3 -1 (TYPICAL) STRIPES AT 20' INTERVALS N "STOP" STA. 1+58.1Z 37.51 'RT + R1 -1 KINNETT AVENUE STA. 35 +25.94 51.00'RT -1 i STA. 33 +92.86 55.38'RT MT RIDGE I 1210 LIMIT LINE USING I I MT. RIDGE "STOP" I THERMOPLASTIC PAINT i I R3 -5R R1-1 PER CALTRANS STANDARD I ALIGN WITH SI EWALK(TYPICAL) STA. 2 +88.50 35.881T STA. 34+18.420 36.00'RT STA. 10+80.77o 57.38'RT KINNETT AVENUE DETAIL 38 OF A20D PANA I D3 -1 PER CITY CALTRANS STANDARD R26(CA) _ I _ STANDARD T -1 R81(C r I 4 +00 g 1 2 +00 3 +00 _ Amft I _ 5 +00 6 +00 7 +00 8 +00 Add 14 v ILA STA. 1+35.28, 36.471T STA. 3 +56.09, , 37.021T MESTO WAY KINNETT AVENUE D3 -1 PER CITY D3--1 PER CITY STANDARD T -1 STANDARD T -1 STA. 7+45.20, 26.371T MESTO WAY D3 -1 PER CITY STANDARD T -1 INSTALL TYPE 111 CONSTRUCTION BARRICADE W W31 (CA) SIGN WITH OM4 -3 MARKER AT BOUNDARY OF TRACT IF ADJACENT TRACT IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT. r, r� r� r,• pis s ' r, r� 4 r, r� rng N-1 '1% ISTA. I � 1+34.90, 35.04'RT UPTON AVENUE � D3 -1 PER CITY STANDARD T -1 I � I I � � I � � STA. 4+35.02,,-- 27.44RT UPTON AVENUE � D3-1 PER CITY � STANDARD T -1 I � STA. 8+97.24.37.161T KINNETT AVENUE D3 -1 PER CITY CTA AIf1A D1'1 T -1 � STA. 7+34.92, 27.501' - - D3 -1 I N 8 � STA. 12+6105, 57.550RT I PANAMA � R7 -9 8 � I � STA. 14 +53.33, 57.71 'RT PANAMA � � R7 -9 � 2 +00 � � STA. 4+45.35., 34.7 L UPTON AVENUE - 00 - D3 -1 1 STA. 15+ 6.60 49.80'RT � DETAIL 38 OF A20D 8 CHANNELIZING LINE I I � STA. 645.36. 35.331LT � � UPTON AVENUE � D3 -1 STA. 6 +23.49, 39.381T $ GIBES AVENUE � D3 -1 3e1 { 22. �„' • `+ 2. ;, N , I I I II. I,. „' MAR ER STA. 0 +60.98. 25.00'RT END CANE MARKING DETAIL 9 OF A20A STA. 10 +60.98 47.02' R7 DETAIL 38 OF A20A (BIKE LANE STRIPE) 100 CHANNELIZING LINE DETAIL 38 OF A20D CALTRANS STANDARDS DETAIL 39 OF A20A (BIKE LANE STRIPE) 'I I CALTRANS STANDARD d � =, TYPE IV ARROW TYPICAL co 13+52.25, i 2.26'RT %�:. UJ END TAPER t Ca' f ow � Z 4<1 C O! co �- to co u*) �p E PAVEMENT MARKING Y, ; N 'Q Q I LL til N DETAIL 9 OF A20A } 8 I� CALTRANS STANDARD OP 'LOT DATE: :N?k' �a m STA. 15 +06.01 47.39' RT DETAIL 39 OF A20A g � I I (BIKE LANE STRIPE) I � CALTRANS STANDARD I STA. 15f86.52 45.801RT rh DETAIL 39 OF A20A 8 I I (BIKE LANE STRIPE) EXISTING CURB & GUTTER STA. 17 +88.7 66.55'RT PANAMA R26(CA) + - " STA. 17 +86.81 47.55' RT � DETAIL 38 OF A20D 4 I ( CHANNELIZING LINE "so STA. 17 +86.81 43.55' RT 24'- --� DETAIL 39 OF A20A (BIKE LANE STRIPE) 6+28.34, • GIBBS AVENUE • " WA mo ; . lip C 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD ALIGN WITH SIDEWALK(TYPICAL) STA. 3 +85. 3 25.9 7'RT GIBBS AVE UE STA. 18 +92. 1 53.791 T D3 -1 R26(CA) R81 (CA) STA. 19 +02.73, 42.7 ' RT DETAI 39 OF-A20A (BIKE LANE STRIPE) CHANNELIZERS 0 25' APART 3 TYPE L -1 OBJECT MARKERS W/ OM 1 -3 CONSTRUCT TRANSITION TO EXISTING PAVEMENT (SQUARE EDGES) 7.00 � II � II ills II y z L. STA. 17 +86.56, 1 9.56'RT END LANE MARKING DETAIL 9 OF A20A D3 -1 PER CITY STANDARD STA. 18 +31.50, 5.15' RT PANAMA LANE "ONE WAY' R6 -1 W/ OM 1 -3 MARKER \ "DO NOT ENTER" MARKER TYPE IV ARROW GENERAL NOTES 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. 2. ALL CATCH BASIN OPENINGS PER CITY OF BAKERSFIELD STD. D -14. 3. INSTALL SURVEY MONUMENTS PER CITY OF BAKERSFIELD STANDARDS ST -13 AT ALL INTERSECTIONS OF STREET CENTER LINES AND AT ALL BEGINING AND ENDINGS OF CURVES. 4: ALL PROPOSED CONTOURS ARE SHOWN TO SUBGRADE. 5. MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 6. 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 STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 7. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 8. UNLESS OTHERWISE NOTED, ALL PAVEMENT MARKINGS AND STRIPING SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATIONS 8010-21C-19- r f No. 75489 xp. 6 -30 -/ OF G,.`'' MEM TV,% STA 20+07-00, 7 55'RT LIMIT OF CONSTRUCTIONfi r OF MEDIAN STA. 20+38.47, 6.55'RT STA. 21+29 CONSTRUCT MEDIAN PAVEME FOR TRANSITION W /DETAIL 29 OF A20B SCALE: 1 "= 60' 60' 0' 60' EAR * k1 y ��S do o i �• « ` c y cn W C-.3 LAN., o- dI � ° S ' 01 © p INNNNN C) cv Lo U 6 CD C GC U v'" cp Z w ,^ 0 � rr r-- fl v to to .. V J V) m W U •rte- -- z m © uj Cc m z w JOB NO.: 050309 FI LE NAME: 050309 - STRIPING SCALE: AS SHOWN SHEET NO.: 3 OF 26 z z_ d � =, co %�:. UJ co Z,od t Ca' ow � Z 4<1 C O! co �- to co u*) �p E F,,,, LL Y, ; N 'Q p 6 N .v LL ate.. N Q } _ im v � .ySY��FFr OP 'LOT DATE: :N?k' JOB NO.: 050309 FI LE NAME: 050309 - STRIPING SCALE: AS SHOWN SHEET NO.: 3 OF 26 D3-1 PER CITY 12 " LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD 8010-21C-19 (TYPICAL) STA.- 10+4 9Z 1701 f PLT LT -5- DETAIL 22 OF A20A 1 8 8 DETAIL 22 OF A20A I (NO PASSING ZONE) � CALTRANS STANDARD 1\ BERKSHIRE R26(CA) .STA. 16+42.716 17 DETAIL 22 OF A20A STA. 16+86.79. 3.95'L W1-7 W1 OM1-3 2+00 D3-1 PER CITY STANDARD loo8r- 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD 8010-21C-19 (TYPICAL) STA. 17+42.71., 17.08*LTJ DETAIL 22 OF A20A 8 STA. 20+03.46, 17,000LT8 DETAIL 22 OF A20A STA. 20+03.45 LIMIT OF CONS dU7U-17(;-79 (ITI-JIGAL) 446,09, 1700' RT CARROTWOOD AVENUE "STOP" Rl—1 . . .... .............................. ......... ... JA 8 +00- 2+00 3+00 i— i — ;34 ia CIV14\ Lo i i OF Cl GENERAL NOTES 5+00 ---4 - - Li I V) Li V) EXISTING PAVEMENT V) 1. ALL STATIONING IS BASED ALONG STREET z CENTERLINE UNLESS OTHERWISE NOTED, z 2. ALL CATCH BASIN OPENINGS PER CITY OF BAKERSFIELD USING I STD. D -14. PAINT :5 STANDARD 1 3. INSTALL SURVEY MONUMENTS PER CITY OF DEWALK(TYPICA,) BAKERSFIELD STANDARDS ST-13 AT ALL on INTERSECTIONS OF STREET CENTER LINES AND AT ALL BEGINING AND ENDINGS OF CURVES. .-1 1- 17-nn*RT 4. ALL PROPOSED CONTOURS ARE SHOWN TO SUBGRADE. Or - ZONE 5. MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 15.06, 39.35RT 6. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE 25+00 PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME 'a AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE Nd SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 4. 7. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE ~� INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES, Q 0 me 8. UNLESS OTHERWISE NOTED, ALL PAVEMENT MARKINGS AND .27. 25.591L 6� STRIPING SHALL BE THERMOPLASTIC PAINT PER CALTRANS AVENUE 21C19. STANDARD SPECIFICATIONS 8010- - 5+00 ---4 - - Li I V) Li V) EXISTING PAVEMENT V) z z 01) N 1-0 :5 0 I u Z w on 0 z CD V) to co D ry cy 0 U.1 uj #* 0 5c z -1 81 0 < W 'a Lo m Nd 4. ~� Q 0 me 6� cz ........... 4`L. Z c 0 cu M.- C<L 1 z �V L CW 2 a C4 *� g AV M iil N g 0 %ftov >m- Ld .- !R in j �\ktER * jel fs 01 C114 C-1) Ai a �� o 038 ca P LOT DATE: JOB NO.: 050309 FILE NAME: 050309—STRIPING SCALE: AS SHOWN . I SHEET NO.: 4 OF 26 ui cn 0 z 01) N 1-0 :5 I u Z w on 0 z CD to co D ry cy 0 U.1 uj #* 0 5c z -1 81 0 < W 'a Lo m Nd 4. ~� Q 0 me 6� cz ........... 4`L. Z c 0 cu M.- C<L 1 z �V L CW 2 a C4 *� g AV P LOT DATE: JOB NO.: 050309 FILE NAME: 050309—STRIPING SCALE: AS SHOWN . I SHEET NO.: 4 OF 26 z :5 on CD z 'a Wa ~� 0 me 6� cz 0 Z c 0 .9 0 - E3� �V o 2 a C4 *� g N C4 — QD M iil N g 0 %ftov P LOT DATE: JOB NO.: 050309 FILE NAME: 050309—STRIPING SCALE: AS SHOWN . I SHEET NO.: 4 OF 26 (e) 00 co p o0 W I N > U rn a: °z V 4. o r O � O :2 Lil o CD I LL Q U n 00 00 0 X © W p ZD H W W �v 0 m -y' 0 Q w D 0) m I--- W Q 3:: Y uj U om U m L W c � a w C o W r cl U) co) 0 N co Uj .r 0 92 W U-) Z 0 LL- a z O ° °� Lo CL w W (n E � I- W Q w .� N Uj c 0- Uj N p r Q In N .2 'c' *44 1 W z O 1= U V) W m w as W VON Q 0 (e) 00 co p o0 W I N > U rn a: °z V 4. o r O � O :2 Lil o CD I LL Q U n 00 00 0 X © W p ZD H W W �v 0 m -y' 0 Q w D 0) m I--- W Q 3:: Y uj U om U m L W c � a w C o P LOT DATE: JOB NO.: 050309 Fl LE NAME: REC- 050309 -05- GIBBS -ST SCALE: HORIZ. 1" =40' VERT. 1 " =2' SHEET NO.: 5R OF 26 W r cl U) co) 0 N co Uj .r 0 92 W U-) Z 0 LL- a z z = ° °� Lo CL w W Lid N E � I- W Q w .� N Uj c 0- Uj N p r Q In N .2 'c' *44 1 P LOT DATE: JOB NO.: 050309 Fl LE NAME: REC- 050309 -05- GIBBS -ST SCALE: HORIZ. 1" =40' VERT. 1 " =2' SHEET NO.: 5R OF 26 G�NEER * b� DES cn Q '° W ( N > U C s �[ CL: Z V 038 SAP or\000 4 � rn � 0 w 0) O U 0 Z U 0 O Z 00 C) Z X O LJ '� p 0 CL p Lam. �p Cfl Q � � Z w W � m Q LJ �� M h— LQ i 'S Y M U LLJ � LILJJ N U I— W 0 f .c N (a) W � Q. W to m O p W 0 m Q W CL 8E p. U) � _ Z O o a- O U w w cr- 0 3 U > m d- I rn � U p \mw O G�NEER * b� DES cn Q '° W ( N > U C s �[ CL: Z V 038 SAP or\000 4 � rn � 0 w 0) O U 0 Z U 0 O Z 00 C) Z X O LJ '� p 0 w p Lam. �p Cfl Q � � Z w W � m Q LJ �� M h— LQ i 'S Y M U LLJ � LILJJ N U I— W 0 f .c N (a) W � Q. W N U � o �- m L co p W 0 m Q W CL 8E p. H V W J am W ad w a z O V, N r I'� W 4 1�=a 0 0 U-) Z LL O w , z Z 9 co •C L. o to to am Z z LIJ W M � LILJJ N ` U = 0- I— W o 1 f .c N (a) W � Q. W N U � o �- L co o co N v 1-- co PLOT DATE: JOB NO.: 050309 Fl LE NAME: EC- 050309 -06- U PT- EPL -S SCALE: HORIZ. 1"=40' VERT. 1 $1 =2' SHEEP NO.: �* 6R OF 26 G��EER o� cn � 4 W I N U Q: Cl,, X038 S o � 00 to Ld 0 CI— Z U O w 00 00 z x O Oco �! F- W W m o D Q W Q w rn to m t.,_ U U m w cu W m Q W � cr— Q m J W Z it W 00 co N LLJ U-) Z (n M 4L) I- z � � Z = 0) c M •- * �o� to to a. O -° o N �"1—W 0) o < � V W (n o .- 64 i m ca Z Q H C— O U W o V M d� I rn LU % -- Q LL j O O G��EER o� cn � 4 W I N U Q: Cl,, X038 S o � 00 to Ld 0 CI— Z U O w 00 00 z x O Oco �! F- W W m o D Q W Q w rn to m t.,_ U U m w cu W m Q W � cr— Q m J PLOT DATE: JOB NO.: 050309 Fl LE NAME: REC- 050309- 07- VIR -ST SCALE: HORIZ. 1" =40' VERT. 1" =2' SHEET NO.: 7R OF 26 W Z W 00 co N LLJ U-) 0 p o (n M 4L) I- z � � Z = 0) c M •- * �o� to to a. ,- Z UJ -° o N �"1—W 0) o < w ,c N V W cy- m w o .- 64 i m ca PLOT DATE: JOB NO.: 050309 Fl LE NAME: REC- 050309- 07- VIR -ST SCALE: HORIZ. 1" =40' VERT. 1" =2' SHEET NO.: 7R OF 26 R d� DES ydo vim, p' ° , 4 rn ��. ° p• CL: Z O 51038 * S ,� rn O LLI > j °I U Q r L,. z U 0 z w O 00 00 I- X 0 r LL. (o �} Q F w W m O Q ui Q O� m I--- l.l- Y U LAJ C U 0 m cu m W m Q Z W CL W D z W a z W 0 z cl) U) rz O Fm — 0 V) U-) Z 11 w 0) D Z V) v J v cc L to to a t— z LLJ W z Co :2 N w t U :3 �- F- W Q rr 0- o z O F- N .2(0 N v o a- O U w W U m d- r � Q O R d� DES ydo vim, p' ° , 4 rn ��. ° p• CL: Z O 51038 * S ,� rn O LLI > j °I U Q r L,. z U 0 z w O 00 00 I- X 0 r LL. (o �} Q F w W m O Q ui Q O� m I--- l.l- Y U LAJ C U 0 m cu m W m Q Z W CL PLOT DATE: JOB NO.: 050309 Fl LE NAME: REC- 050309 -08 -KIN -ST SCALE: HORIZ. V=40' VERT. 1 =2' SHEET NO.: 8R of 26 W D z W a W 0 z cl) N rz Uj Fm — 0 V) U-) Z 11 w 0) D Z Z = � v J v cc L to to a t— z LLJ W m co •- .d. — Co :2 N w t U :3 �- F- W Q rr 0- N V � 0 C V- N .2(0 N v PLOT DATE: JOB NO.: 050309 Fl LE NAME: REC- 050309 -08 -KIN -ST SCALE: HORIZ. V=40' VERT. 1 =2' SHEET NO.: 8R of 26 V) a 0 1� W 0 00 r� N �— W W 0 tc) z O O w U Z J CO (n p O Lo to (L F- w ui m 4.. t0 v `� M L.Li N CU � L �. 0, w > w �. w N V W 0 � � W N U 0c� C *4 Qa: � z O CL U V) LLJ m A H G��EER * b� can p' o 00 Q W I N U rn �S1038 S�� 0 � :2 w 0 o o > I LZ z U 0 D w M � O X D 0 U- � (o Q F- w W C m cO D Q L j Q 0 07 m I- Li � Y U uj U 0 m cu m W m Q CL z LLJ cr- CL P LOT DATE: JOB NO.: 050309 Fl LE NAME: REC- 050309- 09— MES —ST SCALE: HORIZ. 1"=40' VERT. 1 " =2' SHEET NO.: � 9R OF 26 a 0 1� W 0 00 r� N �— W W ci� tc) z O O w U Z J CO [Z p O Lo to (L F- w ui m 4.. t0 v `� M L.Li N CU � L �. 0, w > / < �. w N V W 0 � � W N U 0c� C *4 Qa: N v co) P LOT DATE: JOB NO.: 050309 Fl LE NAME: REC- 050309- 09— MES —ST SCALE: HORIZ. 1"=40' VERT. 1 " =2' SHEET NO.: � 9R OF 26 R �S ydo o� I � � r— ii o� °° c Q w I N U rn a:z 038 SAP O W O O U Q Q I I Z U O w M 00 z X O 0 VI.J �oa � W W m H o(n < Y v _ U O cm m m ui W c m a w cr- Q C L cl °. W a_ O W o o N WM2 W Z CC ry mo Z O Lf o U-) M m� Z O J 0 c 0L- q* o Lo:5 LID a Lli 4 D 04= V) , O Q .V N V W c,- W Z C. N cl) Q Z O O � V) O W W � o U co d- r- rnui p I 0 R �S ydo o� I � � r— ii o� °° c Q w I N U rn a:z 038 SAP O W O O U Q Q I I Z U O w M 00 z X O 0 VI.J �oa � W W m H o(n < Y v _ U O cm m m ui W c m a w cr- Q C L cl °. P LOT DATE: JOB NO.: 050309 FILE NAME: REC- 050309 -10- THE -ST SCALE: HORIZ. V=40 VERT. 1 of =2' SHEET NO.: 10R OF 26 W O W o o N WM2 W LU CC ry mo Z O Lf o U-) M m� Z ME J 0 c 0L- q* o Lo:5 LID a Lli 4 D 04= W N , O Q .V N V W c,- W N o c C. N cl) P LOT DATE: JOB NO.: 050309 FILE NAME: REC- 050309 -10- THE -ST SCALE: HORIZ. V=40 VERT. 1 of =2' SHEET NO.: 10R OF 26 GN�EER * b� �� DES y`�o c�ip' ° °0° "A Q W I N �► U rn p- Z V o 038 SAP 0 0 0 > 1 1 Li r Z U cD co 0 00 O D 00 Nel X �- O `- �_ co Q ZD n CEO F W W w O. D Q W Q m f� I— li Y U ui 0 U O C) cm 0 m V) D cu m tr Z W 'S ? 2 �L z i 00 .� m = Z Z = J 9 co o CL Z z w. dam' WLd N cx Z 0 o Q ~,c N o w ui N 0 � C) C Q Im Q H O C' cr- w O U U U) W c O V m d- � O O GN�EER * b� �� DES y`�o c�ip' ° °0° "A Q W I N �► U rn p- Z V o 038 SAP PLOT DATE: JOB NO.: 050309 FILE NAME: REC-050309-1 1 -MIL-ST SCALE: HORIZ. V=40' VERT. 1" =2' SHEET NO.: 11R OF 26 mss .� 0 0 0 > 1 1 Li r Z U cD co 0 00 O D 00 Nel X �- O `- co Q ZD n CEO F W W w O. D Q W Q m f� I— li Y U ui U O C) cm m D cu m tr Z W 'S PLOT DATE: JOB NO.: 050309 FILE NAME: REC-050309-1 1 -MIL-ST SCALE: HORIZ. V=40' VERT. 1" =2' SHEET NO.: 11R OF 26 mss .� w D z w Q z O 0 z W o N r J J W 2 �L z i 00 .� m = Z Z = J 9 co o CL Z z w. dam' WLd N �- w o Q ~,c N o w ui N 0 � C) C Q Im N N v PLOT DATE: JOB NO.: 050309 FILE NAME: REC-050309-1 1 -MIL-ST SCALE: HORIZ. V=40' VERT. 1" =2' SHEET NO.: 11R OF 26 mss .� �R1� S�AVATDITG CALL USA 2 -800- 227 =2800 40' 0' 40' HORIZ. SCALE: I"= 40' VERT. SCALE: 1 "= 2' HANDICAP RAM EXISTING SDMH RIM(359.96) OPEN RATE55 7 t \ 365 GENERAL NOTES 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. 2. ALL CATCH BASIN OPENINGS PER CITY OF BAKERSFIELD STD. D -14. 3. INSTALL SURVEY MONUMENTS PER CITY OF BAKERSFIELD STANDARDS ST -13 AT ALL INTERSECTIONS OF STREET CENTER LINES AND AT ALL BEGINING AND ENDINGS OF CURVES. 4. ALL PROPOSED CONTOURS ARE SHOWN TO SUBGRADE. 5. MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES GENERAL NOTES - CONSTRUCT 5' CONBINATION TYPE SIDEWALK, PER CITY OF SAKERFlELD STD. ST -3 O - CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. A88A O - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERFIELD ST -18 OD - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERFIELD STD. ST -1 O - INSTALL STANDARD CONCRETE CROSS GUTTER PER CITY OF BAKERFIELD STD. ST -17 I F - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERFIELD STD. ST -4 OH - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERFIELD STD. ST -14 OI - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERFIELD STD. ST -14 i L p i '4 r I STA: 10 +00 PANAMA LANE /TA. 10 21, 7.00'RT STA: 36 +08.85 TYPE "A MANHOLE MT. RIDGE DRIVE BY 0TH RS LL_ _ �► EXITING SR mH RI (359. 6) - MT. RIDGE DRIVE SEE SHEET 13 100.00, - 47.00' 13.00' PAVEMENT THIS SIDE TO BE RECONSTRUCTED BY OTHERS. "AB LE TV EDGE OF PU' L 4 PAVEMENT EXISTING fAVEMENT RECONSTRUCTION BY OTHERS LGEFj EXISTING PAVEMENT i ROW SIDEWALK 52.00' R� T8 ECR LANDSCAPE EASMENy � Illm- JF7 STA: 10 +59.14 88.49' RT STA: 10 +50.59 8 82.22' RT BCR VIRDEN DRIVE SEE SHEET 7 40.00' 16.00' CL W 6 z PAVEMENT THIS SIDE TO z o W BE RECONSTRUCTED 3:: z cn 0 BY BEAZER HOMES u- ±9.00 MEDIAN TO BE SECTION @ STA. 15 +06.01 CONSTRUCTED BY BEAZER NOT TO SCALE 360 � _�T - - - - -- 10+00 29MIN. 1 MAC 11 +00 t + - MEDIAN CONSTRUCTION THIS SIDE BY BEAZER HOMES W Lu w Qz 100.00 _z-_, cUn M 0 � z(n 2.00' o 0 :5 n 60.00' 38.00' 16.00' PAVEMENT THIS SIDE TO PAVEMENT THIS SIDE TO -±9.00'- BE RECONSTRUCTED BE RECONSTRUCTED BY OTHERS BY BEAZER HOMES 6.00' 11.00' �4.0�1.00'--1 1.00' 11.00' 12.00' 11.00' 22.00' U 1<1 Q EXISTING MEDIAN THIS SIDE MEDIAN CONSTRUCTION BY BEAZER CQ@NSfRH@+El9 S THIS SIDE BY OTHER 29MIN. 4:1 MAX SECTION @ STA. 10 +80.59 NOT TO SCALE LEGEND AC ASPHALT CONCRETE H! M 0. b[3 7 fiur' `vf RAMP 4 ti - s' r 'r i rt'�j�{� iNvY F �.Y BC fr (-°5, f�� TRAFFIC i�EDF T�:E__. s, INV. S • } tr !NV. S . ( - LT TRAFFIC I CONNECT'T C5 53r6 BVC BOX ONDUIT I ��: � �� N.(353.941"'-T, A + �P COB STANDARD BW BACK OF SIDEWALK P PAVEMENT ..0. STREET LIGHT CB CATCH BASIN PCC POINT OF COMPOUND CURVE i L p i '4 r I STA: 10 +00 PANAMA LANE /TA. 10 21, 7.00'RT STA: 36 +08.85 TYPE "A MANHOLE MT. RIDGE DRIVE BY 0TH RS LL_ _ �► EXITING SR mH RI (359. 6) - MT. RIDGE DRIVE SEE SHEET 13 100.00, - 47.00' 13.00' PAVEMENT THIS SIDE TO BE RECONSTRUCTED BY OTHERS. "AB LE TV EDGE OF PU' L 4 PAVEMENT EXISTING fAVEMENT RECONSTRUCTION BY OTHERS LGEFj EXISTING PAVEMENT i ROW SIDEWALK 52.00' R� T8 ECR LANDSCAPE EASMENy � Illm- JF7 STA: 10 +59.14 88.49' RT STA: 10 +50.59 8 82.22' RT BCR VIRDEN DRIVE SEE SHEET 7 40.00' 16.00' CL W 6 z PAVEMENT THIS SIDE TO z o W BE RECONSTRUCTED 3:: z cn 0 BY BEAZER HOMES u- ±9.00 MEDIAN TO BE SECTION @ STA. 15 +06.01 CONSTRUCTED BY BEAZER NOT TO SCALE 360 � _�T - - - - -- 10+00 29MIN. 1 MAC 11 +00 t + - MEDIAN CONSTRUCTION THIS SIDE BY BEAZER HOMES W Lu w Qz 100.00 _z-_, cUn M 0 � z(n 2.00' o 0 :5 n 60.00' 38.00' 16.00' PAVEMENT THIS SIDE TO PAVEMENT THIS SIDE TO -±9.00'- BE RECONSTRUCTED BE RECONSTRUCTED BY OTHERS BY BEAZER HOMES 6.00' 11.00' �4.0�1.00'--1 1.00' 11.00' 12.00' 11.00' 22.00' U 1<1 Q EXISTING MEDIAN THIS SIDE MEDIAN CONSTRUCTION BY BEAZER CQ@NSfRH@+El9 S THIS SIDE BY OTHER 29MIN. 4:1 MAX SECTION @ STA. 10 +80.59 NOT TO SCALE LEGEND AC ASPHALT CONCRETE HWCP HEAVY WALL CONCRETE PIPE • STORM DRAIN MANHOLE BC BEGINNING OF CURVE INV. INVERT • SEWER MANHOLE BCR BEGIN CURB RETURN LT LEFT C5 CHAIN LINK FENCE i BVC BEGIN VERTICAL CURVE LC LENGTH OF CURVE + STREET SIGN BW BACK OF SIDEWALK P PAVEMENT ..0. STREET LIGHT CB CATCH BASIN PCC POINT OF COMPOUND CURVE � � J M CR CROWN OF ROAD PI POINT OF INTERSECTION '\ CALTRANS STANDARD HANDICAP RAMP C &G CURB & GUTTER PRC POINT OF REVERSE CURVE Station: NEW WATER LINE DEP DEPRESSION PVI POINT OF VERTICAL INTERSECTION G GAS LINE 10.00' DI DRAIN INLET 000.00 PROPOSED ELEVATION W EXISTING WATER LINE EC END OF CURVE RT RIGHT Offset: DIRECTION OF GUTTER FLOW EP EDGE OF PAVEMENT SS SANITARY SEWER Lq0j PREVIOUS "R" VALUE ECR END CURB RETURN SSMH SANITARY SEWER MANHOLE Station: -- EL ELEVATION 0.009 SLOPE, IN FOOT PER FOOT Offset: 49.63 PROPOSED PAVEMENT EVC END VERTICAL CURB STA STATION _ ''' r" PROPOSED SIDEWALK (000.00) EXISTING ELEVATION SD STORM DRAINftr' F� �trr,r + + + +t EXISTING PAVEMENT FL FLOW LINE SDMH STORM DRAIN MANHOLE PROPOSED SURVEY MONUMENT FTG FOOTING TC TOP OF CURB+ Station: 24 FT SECONDARY ACCESS DRIVE - GV GATE VALVE TP TOP OF PAVEMENT Offset: TO BE LOCATED WITHIN RIGHT OF WAY GB GRADE BREAK VC VERTICAL CURVE - - RIGHT OF WAY se VP VENT PIPE Offset: EXISTING SURVEY MONUMENT FIRE HYDRANT ASSEMBLY PROPOSED TRAFFIC SIGN CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT 9(700'00' 90'00'OOr 47.12 47.12 30.00 30.00 J0.00 34.00 BY BEAZER HOMES ° 1� 0 4.00 11.00' 24.00' 13.00' ' ,• C5 9900'00" 47.12 30.00 30.00 LU 4 POINT DETAIL '3tnfir)n_- NTS e6 8;p36' Q CL m z . Cl C1 902I'41' 90''2741" 47.37 47.37 30.00 30.40 J0.24 30.24 CB C6 9(700'00' 90'00'OOr 47.12 47.12 30.00 30.00 J0.00 34.00 BY BEAZER HOMES ° 1� 0 4.00 11.00' 24.00' 13.00' ' ,• C1 902I'41' 90''2741" 47.37 47.37 30.00 30.40 J0.24 30.24 CB C6 9(700'00' 90'00'OOr 47.12 47.12 30.00 30.00 J0.00 34.00 3 #Ew.. .L M1�3 U ?'I'! i j L.ur� i'9E �iuu rw °'Su._Lu... �{ ter: EXISTING IMPROVEMENTS f ___-_-_4- �-- -- r.,rr.Fr.,,r�, ,.� __-. mr,.,.,,,.,® �, a:,.. r:.._ .�_.--- ,.r_,,,.r„�_-- �--- -�,F._ __ ...._„_______- .,.r.=,..� _- -- •rF,^ - - --- - ..,.a_,�M�r®.::::.:.,,�...r� -r .- .. 18+87.47 45' LT BC J..-_ , ��r. ��.------ �R.rrrmrrr�r.:.W.�. ........ �. W. ......dw.. .... Wfl�lrvl&Wtp�N:HNh�v:aluu4Ye:mv. - vum�•mvnmh'md - ____._______. ru'.:. ur+r rr,.- rrr,r awnvmmuuu:: uv: r.: urwu.r,rrrmA+..=._...- ,- _____ -. �_ \EXISTING CURB &GUTTER xx TA: 13 +52.25 2.00' RT -ni S STA: 18 +73.47 STA: 18 +88.47 CONSTRUCT PAVEMENT r - _ BEGIN PAVEMENT CONST. �_4� €�--- 4.47' LT FOR TRANSITION AREA f_ HIS"S`IDE STA; 14 +44.77 - 4-7.-2 �- STA: 17 +00.00 41.41 c 10.08' RT 5.455' LT END TRANSITION 2 STA: 18 +88.47 s STA: 14 +32.81 20+47.31 7` - 7' �T Z P r 1 • 7 RT STA. a- _ _ s -- - r - } .. a I _ r x rd�vuu 6 - :.r xt _..m. W-� _- = -.-. _...... �_ p _zU i' - r rY 6+ 0 , 12.64 0 17�� -00 C eTION } PC 18+ 18+36.81 ' 107.:41 00 t .... :: _ _ __ _ _ A�AA��'�. SSA• � 7 +0.00 STA: 13+52.25,12.00' RT W o W i$.55�T- END- TRANS910 STA. 7 +02.25 BEGIN TYPE M B Z�NS7 __z o GIBBS DRIVE BY BEAZER I 39.55 62.05 SEE ANGLE POINT 60• 60.55' I STA: ,18 +36.81 STA: 13 +52.25 14.00 RT w rr U cr DETAIL BELOW 51.99 8.55 RT, BC , �F_C�N TEA w v -_.� - --- W - in LIU. IIIIIIIIIIRI_ __ _ milk MAP 0, A W_ P�m v STA: 14 +33.62 STA: 14 +96.62 61.00' RT 52.24' RT BC 8.73' i 8 STA: 12 +86.7 .87' RT STA: 14 +45.58 STA: 15 +26.64 9 61.00' RT BC 1 4 54.60' RT EC NOTE: AS AGREED UPON BY THE CITY OF BAKERSFIELD, THE STREET SECTION FOR PANAMA LANE DOES NOT CONFORM TO CITY STANDARDS DUE TO DIMENSIONAL LIMITATIONS CAUSED BY PREVIOUS CONSTRUCTION TO THE NORTH. 12 +00 13 +00 IF \ � STA: 15 +86.67_ 62.05' RT EC STA: 15 +56.33 15 59.35' RT BC EPLEY COURT SEE SHEET 6 PANAMA LANE STA. 10 +00 - 21+50 PAVING SECTION: 14+0 ROW � #F9 STA: 17 +81.32 / \ 63.00' RT STA: 17 +86.81 8 60.55' RT BCR,GB STA: 18 +16.81 91.9 1 ' RT ECR 0.50' -TYPE B, 34 ° MAXIMUM, MEDIUM AC PAVEMENT 1.0' -CLASS II AGGREGATE BASE 1.0' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL) 9.5 - TRAFFIC INDEX 34 - R -VALUE j FINISH GRADE @ FL s � 18 +86.81 STA: 19 +16.81 49.55' RT, PCC 52.30' RT, EC o STA: 18 +56.81 39 0 80.45' RT BCR co GIBBS DRIVE SEE SHEET 5 41.00' PAVEMENT THIS SIDE TO BE RECONSTRUCTED BY OTHERS -5.00' 12.00' 12.00 12.00' .12' 107.00' 14.00` 20+07.31 STA: 19 +76.81 60.55 RT, EC � STA: I 60.55' RT STA: 19+46.81 57.80' RT, BC i MEDIAN TO BE SECTION @ STA.17 +86.81 CONSTRUCTED BY BEAZER 29MIN NOT TO SCALE 4:1 MA W 16.00' 52.00' w w PARA13OLIC PAVEMENT THIS SIDE TO z z BE RECONSTRUCTED � _j 3:. BY BEAZER HOMES ° 1� 0 4.00 11.00' 24.00' 13.00' ' ,• m) m f 9.00' J MEDIAN TO BE SECTION @ STA.17 +86.81 CONSTRUCTED BY BEAZER 29MIN NOT TO SCALE 4:1 MA W w o o O STA. 17 +00 PARA13OLIC END TRANSITION FLOW LINE AS- STAKED o 0.65' __ ........ ......................._......_ ... ........ __......_......_... ' ,• m) m 15+n6.63 J U AS -BUILT LU ANGLE POINT DETAIL 16 +00 17 +00 18 +00 47.1 18 19 +00 20F00 RECORD DRAWING - PHASE 1 ONLY CORRECTIONS BY: ��nKt C--7- DATE: �S •�U" t�" w o o O STA. 17 +00 PARA13OLIC END TRANSITION FLOW LINE AS- STAKED 14+96-62 Offset: 0.65' S89 °50'56 "E 15+01.62 Offset: _13totion: 15+n6.63 FLOW LINE U AS -BUILT LU ANGLE POINT DETAIL '3tnfir)n_- NTS 17 +00 18 +00 47.1 18 19 +00 20F00 RECORD DRAWING - PHASE 1 ONLY CORRECTIONS BY: ��nKt C--7- DATE: �S •�U" t�" ND OF TACT 6553 TREET IMPROVEMENT, TREET_--- I_M___PR_OVEME ITS-------- ------- ONTINUED BY THE: DJACENT TRACT EVELOPMENT nL ri v i�._.E i _.r O ------- IE ADJACENT TRACT -0.20% O QROFESS /p� SUE ! '� �- � h � N0. 75489 v ✓,� �46 p `� F CAS 52.31 52.54 52.94 53.48 54.11 54.84 365 360 ��NEER * b� DES ado vw W I N > U or- 0 a � � O i �� / m 038 C) ♦c S� t- o r-, (3) n M w o o O PARA13OLIC CURVE -1 00 X OCR W �- D Station: 14+96-62 Offset: 52-24 Station: 15+01.62 Offset: _13totion: 15+n6.63 Offset: U O LU Offset: a '3tnfir)n_- 154-16-63 Offset-, m Q CL m z o o Q C o � � J M - .i LO PARABOLIC CURVE -2 (. Z Station: 15 +56.66 Offset: 59.35 Station: 15 +61.66 Offset: 60.20 Station: 15 +66.67 Offset: 60.88 Station: 15 +71.67 Offset: 61.41 Station: 15 +76.67 Offset: 61.78 Station: 15 +81.67 Offset: 61.99 Station: 15 +86.67 Offset: 62.05 PARABOLIC CURVE -3 Station: 18 +86.81 Offset: 49.55 Station: 18 +91.81 Offset: 49.63 Station: 18 +96.81 Offset: 49.86 Station: 19 +01.81 Offset: 50.24 Station: 19 +06.81 Offset: 50.77 Station: 19+11.81 Offset: 51.46 Station: 19+16.81 Offset: 52.30 PARABOLIC CURVE -4 Station: 19+46.61 Offset: Station: 19+5 I.B I Offset: . a ion: + se a ion: + se Station: 19+66.81 Offset: a ion: + . se Station: 19+76.81 Offset: . PARABOLIC CURVE - Station: 13+52.25 Offset: 12.00 Station: 13 +57.25 Offset: 12.01 Station: 13 +62.25 Offset: 11.90 Station: 13 +67.25 Offset: 11.69 Station: 13 +72.25 Offset: 11.37 Station: 13 +77.25 Offset: 10.94 Station: 13 +82.25 Offset: 10.40 Station: 13 +88.38 Offset: 9.58 Station- 13:L99 96 Offset- Q 30 PARABOLIC CURVE -6 Station: 14 +32.26 Offset: 3.33 Station: 14 +42.26 Offset: 1.87 Station: 14 +47.26 Offset: 1.29 Station: 14 +57.26 Offset: 0.46 Station: 14 +62.26 Offset: 0.20 Station: 14 +67.26 Offset: 0.05 Station., 14+72-26 Offset: -0-00 ND OF TACT 6553 TREET IMPROVEMENT, TREET_--- I_M___PR_OVEME ITS-------- ------- ONTINUED BY THE: DJACENT TRACT EVELOPMENT nL ri v i�._.E i _.r O ------- IE ADJACENT TRACT -0.20% O QROFESS /p� SUE ! '� �- � h � N0. 75489 v ✓,� �46 p `� F CAS 52.31 52.54 52.94 53.48 54.11 54.84 365 360 ��NEER * b� DES ado vw W I N > U or- 0 a � � O i �� / m 038 C) ♦c S� t- o r-, (3) n M w o o O U cfl O 00 Z 00 X OCR W �- D F' W U' W m LU .� CD Ld o Ln m U U O LU �, a m m o w u c m Q CL m z o o Q C o PLOT DATE: JOB NO.: 050309 Fl LE NAME: REC- 050309 -12- PAN -ST SCALE: HORIZ. 1" =40' VERT. 1" =10' SHEET NO.: 12R OF 26 W Z a 0 N rZ LU �, a _CL o o �M D Z z = � � J M - .i LO L (. Z 0 '= * QD w >O W W Luo N V � N L Im CV� 1-co PLOT DATE: JOB NO.: 050309 Fl LE NAME: REC- 050309 -12- PAN -ST SCALE: HORIZ. 1" =40' VERT. 1" =10' SHEET NO.: 12R OF 26 EER * b� �fS y�o W I N > V rn CL.: c) .ls1038 r 0 00 PO o O U-i C:) LL_ Q r r z �-? W O 00 a_ X Ld r : 0 � CO Q H W W � m o H D Q W Q w U U 0 i> 0 N m O 0 W cu m m Q CL Z � CL Q IY U = Z V) CCU C �o� Lo Lo d - LLJ w ? !- w N , p ~ .� N (0) w w 0 LLJoc� c Q� Mr-.. N W o N %amoo Z O © D �- OC � O U U V) W W � 0 U m d- C)) Ld !- Q LA i O O EER * b� �fS y�o W I N > V rn CL.: c) .ls1038 r 0 00 PO o O U-i C:) LL_ Q r r z �-? W O 00 X Ld r : 0 � CO Q H W W � m o H D Q W Q w U U 0 i> 0 N m LU 0 W cu m m Q CL Z � CL Q IY w M 4) �- = Z PLOT DATE: JOB NO.: 050309 Fl LE NAME: REC- 050309- 13- MT.RID -ST SCALE: HORIZ. V=40' VERT. 1 " =2' SHEET NO.: 13R OF 26 w cl w c!) 0 cf) 0 N r LU � z 1 0 Lj- Q w M 4) �- = Z CCU C �o� Lo Lo d - LLJ w m co !- w N , p ~ .� N (0) w w 0 LLJoc� N V Q� Mr-.. N W o N %amoo PLOT DATE: JOB NO.: 050309 Fl LE NAME: REC- 050309- 13- MT.RID -ST SCALE: HORIZ. V=40' VERT. 1 " =2' SHEET NO.: 13R OF 26 ��E ER * bl � I Es p' o 00 rn Q v r o�°�°o w CL z U co 0 � O w M X r- 0 O M Q. cr- (!) (o I-- W or C� m W CD 1=- 3:: D Q w Q 3:: D U) m F- L- 'S Y — W Z U Z U Z >>> m - (n Ld W cu 0 cy- Q W Z cy- CL Q �y Z Z z = Z F— o d- co co Lc) (L w W v CQ W N o c L. �.� N F—w taw (n N V � c C) N v c0 PW- N %woe c Z 0 O �- O U w W >Y o U m �t I rn LU L 0 ��E ER * bl � I Es p' o 00 rn Q v r o�°�°o w CL z U co 0 � O w M X r- 0 O M cr- (!) (o I-- W or C� m W CD 1=- 3:: D Q w Q 3:: D U) m F- L- 'S Y — W Z U Z U >>> m - 0 N Ld W cu m m cy- Q W Z cy- CL Q �y Z Z z = PLOT DATE: JOB NO.: 050309 FILE NAME: REC- 050309- 14— MT.RID —ST2 SCALE: HORIZ. V=40 VERT. 1 " =10' SHEEP NO.: Nk 14R OF 26 w N O — W Z .9 Da cr) 0 N r Uj 0 Ll- 0m 0 Z Z z = F— o d- co co Lc) (L w W v CQ W N o c L. �.� N F—w taw � Q W N V � c C) N v c0 PW- N %woe PLOT DATE: JOB NO.: 050309 FILE NAME: REC- 050309- 14— MT.RID —ST2 SCALE: HORIZ. V=40 VERT. 1 " =10' SHEEP NO.: Nk 14R OF 26 CURVE TABLE CURVE DELTA LENGTH RADIUS I TANGENT Cl 89'33' 19" 46.89 - 30.00 29.77 C2 3059'08n 71.75 103'1.50' 35.89 C3 0'48' 18" 72.05 5127.76 36.03 C4 90024'39" 47.34 30.00 30.22 C5 89.35'21 " 46.91 30.00 29.79 ER V's cz 000 cn LLJ C%,4 °�� 0. Ai 00 LLJ u Q L.L: co to 0 Z44 00 00 Z >< 0 uj � D 0 V) u- co CO to LLJ m (n LLJ m CL Ln ui cu Ll LL - ... .Vvrko 050309 — 15- SCALE: HORIZ. 1 ol=409 % MmErr do of .0% 9 30HEET NO.,- 15 OF 26 0 W Cj) cm W � I— � z O 0 U9 lum Z g x 0 9 co CL cc E ^ to CL z W 4D o N * 2 N 1- W CL 04 Q 0 N Ito L Nov - ... .Vvrko 050309 — 15- SCALE: HORIZ. 1 ol=409 % MmErr do of .0% 9 30HEET NO.,- 15 OF 26 anroRe 22w CA L L • USA 1- 800- W-2600 GENERAL NOTES 1: ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. 2. ALL CATCH BASIN OPENINGS PER CITY OF BAKERSFIELD STD. D -14. 3. INSTALL SURVEY MONUMENTS PER CITY OF BAKERSFIELD STANDARDS ST -13 AT ALL INTERSECTIONS OF STREET CENTER LINES AND AT ALL BEGINING AND ENDINGS OF CURVES. 4. ALL PROPOSED CONTOURS ARE SHOWN 70 SUBGRADE. 5. MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 40' 0' 40' HORIZ. SCALE: I"= 40' VERT. SCALE: 1 "= 2' xa. e .e/ GENERAL NOTES d 1 � /YINCTDI VAT Fo /MAAIDIRIATIA1 Tvff[� e�nnu�i v non n�� ..� n.�.�...... -. .. �I LEGEND wal STA: 1 +DO POMERADO WAY 29 STA: 4 +00 SARIO DRIVE , �z F� 4 t� �F 27 26 ON TYPE SIDEWALK, PER CITY OF BAKERFIELD STD. ST -3 24 60' AC B •- CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. A88A 10 20' LT l 24' BC BCR nFN F 10 + ``" • • C - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERFIELD ST -18 5'" x . • Q Oro AB V O E GUTTE ' + BVC BW D - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERFIELD STD. PRC L. PAINT BINDER NEW WATER LINE I 5 A CB 000.00 ST -1 2 - -�...• ...�.._.. 2 % MIN. RT 2 X MIN. rr' / I + • � 0.3-/1T 2 X F .X- CR E INSTALL - INSTALL STANDARD CONCRETE CROSS GUTTER PER CITY OF ' 1 +00 ._.- = = - = III -�I I I- =III =I I STATION PROPOSED SIDEWALK _ 4 EXISTING PAVEMENT SDMH &G DEP Q BAKERFIELD STD• ST -17 I -- --- -- • , .: • • ' • ••• ` • • . -�` ..� VERTICAL CURVE INSTALL CITY DI F - ., ... • • •. • r •• • •• • ..., • :...• ;• STANDARD TYPE EC - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERFIELD . • ..r• .. L • SIDEWALK STD. ST -4 • • ' INSTALL TYPE "B" CURB EP ECR H - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERFIELD & GUTTER PER CITY 0.21 TYPE B A.C. STANDARD PER EL STD. ST -14 EVC I - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERFIELD TYPICAL SECTION 0.67' CLASS 2 A.B. (000.00) STD. ST -14 NOT TO SCALE FL 1 ' COMPACTED SUBGRADE TO FTG 95% REL. COMP. (NATIVE SOIL) GV GB wal STA: 1 +DO POMERADO WAY 29 STA: 4 +00 SARIO DRIVE , �z F� 4 t� �F 27 26 25 24 23 F �n, • SEWER MANHOLE LT N Ln • + nFN F F + ``" • • o= STA: 1+94.86 cp o, N x . • Q to nj s •- 20.00 LT ECR N + POINT OF INTERSECTION = �► CALTRANS STANDARD HANDICAP RAMP PRC L. t. } NEW WATER LINE ` + POINT OF VERTICAL INTERSECTION A GAS LINE 000.00 PROPOSED ELEVATION • �` EXISTING WATER LINE RT wr rr• rr' / I + • � 0.3-/1T 17.67 F .X- e§�' � h e • ice.. ' 1 +00 D PR EVIOUS " R " VALUE D G -- / D 16.83' D 0.28% 0.24%, --.. TYP. co` • .. - v o =4 w Y cs co � + A in �� ,� + r ' V) 162711 STA: 1- .. f 27.00 RT 34 f STA: 1+20 55.00 RT BCf i SARK) DRIVE SEE SHEET 17 7r--N, 1 Q F TA 1 „:_95 !0.00 R 35 36 o °j• + V} X, V) F F 37 38 ASPHALT CONCRETE BEGINNING OF CURVE BEGIN CURB RETURN BEGIN VERTICAL CURVE BACK OF SIDEWALK CATCH BASIN CROWN OF ROAD CURB & GUTTER DEPRESSION DRAIN INLET END OF CURVE EDGE OF PAVEMENT END CURB RETURN ELEVATION END VERTICAL CURB EXISTING ELEVATION FLOW LINE FOOTING GATE VALVE GRADE BREAK HWCP HEAVY WALL CONCRETE PIPE m STORM DRAIN MANHOLE INV. INVERT • SEWER MANHOLE LT LEFT 27.00 LT CHAIN LINK FENCE LC LENGTH OF CURVE + STREET SIGN P PAVEMENT F 27 .00 F PCC POINT OF COMPOUND CURVE -C�- STREET LIGHT PI POINT OF INTERSECTION ul) • • Q CALTRANS STANDARD HANDICAP RAMP PRC POINT OF REVERSE CURVE 20.00 NEW WATER LINE PVI POINT OF VERTICAL INTERSECTION ----G ---- GAS LINE 000.00 PROPOSED ELEVATION -w ---- EXISTING WATER LINE RT RIGHT -o---- DIRECTION OF GUTTER FLOW SS SANITARY SEWER 0 2 , " SSMH SANITARY SEWER MANHOLE ® PR EVIOUS " R " VALUE 0.00% SLOPE, IN FOOT PER FOOT PROPOSED PAVEMENT STA STATION PROPOSED SIDEWALK SD STORM DRAIN # X ° EXISTING PAVEMENT SDMH STORM DRAIN MANHOLE Q PROPOSED SURVEY MONUMENT TC TP TOP OF CURB TOP OF PAVEMENT ��,� �H � 24 FT SECONDARY ACCESS DRIVE - VC VERTICAL CURVE TO BE LOCATED WITHIN RIGHT OF WAY VP VENT PIPE - RIGHT OF WAY 22 21 Y 20 19 d 12 STA: 4 +O Z 70 H C1 *s +} , , 27.00 LT r 29'50'22 185.82 H 13 S1 F C4 � F w F 1 F 27 .00 F N C4 90'00'00" 54.98 35.00 w Q° E ul) • • Q Lo r Q eF + + Y • 20.00 C6 90'00'00" toI 20.00 20.00 ZC Oy LA . .ate= a� E t T 5 20' 30 60, 0.24% STA: 7- N8900524"W .,,,k 642.96 co �•�• 2 , " N O D 20.00 3.96' y 2, 5' 20' , I 1 1 30 O c vow 39 POMERADO WAY STA. 1 +00 - 8 +84.16 PAVING SECTION: 0.24% co + + - v Lo to .r to ... F F yt. 41 42 EXISTING SURVEY MONUMENT FIRE HYDRANT ASSEMBLY ■i• PROPOSED TRAFFIC SIGN CURVE TABLE A. co LENGTH d TANGENT C1 " +} 35.00 6.15 C2 29'50'22 185.82 82.00 175.21 39 POMERADO WAY STA. 1 +00 - 8 +84.16 PAVING SECTION: 0.24% co + + - v Lo to .r to ... F F yt. 41 42 EXISTING SURVEY MONUMENT FIRE HYDRANT ASSEMBLY ■i• PROPOSED TRAFFIC SIGN CURVE TABLE CURVE DELTA 119'655'11 LENGTH RADIUS TANGENT C1 " 12.17 35.00 6.15 C2 29'50'22 185.82 82.00 175.21 C3 19'55' 11 " 12.17 35.00 6.15 C4 90'00'00" 54.98 35.00 35.00 C5 90'00'00" 31.42 20.00 20.00 C6 90'00'00" 31.42 20.00 20.00 TREJO DRIVE SEE SHEET 10 U 7,+22_ 96 0 x LT ECR r f i +95.61 .4 f v ys STA: 7 +62.96 0.00 L CR 17 r STA: ,..:: ., "...r._ 7 +82.96 .. .. ., ... 20.00 LT ECR 'k STA: 8 +83.87 ell y= A 20. 00 LT X INSTALL TYPE 3 BARRICADE d' r PER CALTRANS STANDARDS B B r 96 • PLAN A73C WITH W-31(CA) SCR _ �. _ _ 1.81 � _ ( ) SIGN WITH OM4 3 MARKER. D BARRICADE IS TO GO FROM n --- " N89'05'24 W -- ,•_ FLOWLINE TO FLOWLINE. IF y . STA: 7 +53.64 DI 141.03' rF` ADJACENT PHASE IS NOT 1 CONSTRUCTED AT SAME TIME 20.00' RT -�--- 1,82% REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT. <. SEE MUTCD STANDARD SECTION STA: 7+ 72.85 �� STA: 8 +84 / 6 - 72.85 ---- 3C.04. STA: 7 +42.9& 5n 20.00' RT GB A 20.00 RT} + POMERADO WAY'S.'° co STA: 1 +00 �- TREJO DRIVE `- r A 43 u.21" - TYPE B, .04' MAXIMUM, MEDIUM AC PAVEMENT 0.67' -CLASS II AGGREGATE BASE 1.0' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL) 5 - TRAFFIC INDEX 34 - R -VALUE tick ,� ES y� D' C ? cm . c v 4. �Ad- C.)�� C) 00 w moo° �'� 360 U co O �vJ" 00 Z 0 M V) cep to m �--� W �."� �✓ Or m .. > 7) t m Li L�.. Y Z 0 w W W w 9 W 355 I 355 PLOT DATE: JOB NO.: 050309 FILE NAME: 050309- 16 -POM.- T SCALE: HORIZ. 1 " =40' VERT. 1 " =2' SHEET NO.: 16 Of 26 0 - 'j. c* N W .� 0 iL d O (A z C3 0 e- Z T ZC Oy . .ate= a� E to CL Z W W �i•• O � E co �•�• f, N O //�� V, r d N 1 LU .: Ilk n3 Of O c vow N m � O PLOT DATE: JOB NO.: 050309 FILE NAME: 050309- 16 -POM.- T SCALE: HORIZ. 1 " =40' VERT. 1 " =2' SHEET NO.: 16 Of 26 V) co z w > $ N � 110 Z C 0 ccZ E wow to go :r £ LLJ ui 40. W z 0 > 0 O N 0- uj O c N 4) to L co g co N %ftoo �m co V) uj uj ��ktER * kfj co Q' � o , Q s C*4 >W c> m 038 • Ln z 0 < z • n 0 U--J� J 0 CL trl d Q o a cn cp ui 0 0 U: z to to C) 00 z W to U- to UJ U.J Or c>n- _j cn cn m< UJ Li Y ui Co w W z Ld 31: w a. L >m- PLOT DATE: JOB NO.: 050309 FILE NAND; .05-0300"W'"IVS—SEL—ST SCALE: HORIZO 1'0=401 VERT. 1 " =2' 1 SHEET NO.: %No. 17 OF 26 -mm�� co w > $ N � 110 Z C 0 ccZ E wow to go :r £ LLJ ui 40. W > 0 O N 0- uj O c N 4) to L co g co N %ftoo �m co PLOT DATE: JOB NO.: 050309 FILE NAND; .05-0300"W'"IVS—SEL—ST SCALE: HORIZO 1'0=401 VERT. 1 " =2' 1 SHEET NO.: %No. 17 OF 26 -mm�� V) C) o L.L: CL Z 00 00 0 Z =aL- (Dto< to ui > F-ui V) < m ui Z z W 0 0 co U.j cm Z w C<L m ui 0 0- V) L CIA 0 G D Z Z O� CL z o t 1 LLJ 2 ui E � t- w � 0 ~ O N Z a - Liu 2 N 001% 0 N to m L co %MOO to CL U LLJ R C= C-4 CJ C" o �� o Cc 38 �ww �- w <M m z ow O n M r--, 00 cn ro M to -* 0 C) o L.L: CL Z 00 00 0 Z =aL- (Dto< to ui > F-ui V) < m ui Ld z W 0 co U.j cm Z w C<L m ui 0 0- L CIA P LOT DATE: JOB NO.: 050309 FILE NAME: 050309-20—MEN—ST SCALE: HORIZ. 1 "=40' VERT* i "=26 SHEET NO.: Okla. 18 OF 26 W z W 0 co S cm Z W 0 w i,_ (A Z 0 G D Z Z O� CL z o t 1 LLJ 2 ui E � t- w � 0 ~ O N Q w a - Liu 2 N 001% 0 N to m L co %MOO to P LOT DATE: JOB NO.: 050309 FILE NAME: 050309-20—MEN—ST SCALE: HORIZ. 1 "=40' VERT* i "=26 SHEET NO.: Okla. 18 OF 26 V) w 0 CL z C) 00 z LL. (D < V) =) LEI m> Ld �lc _j 0 ui V) z 0) m< O ui U O U� g N 0 � I— � ui W ca n< LLJ z CL V) L A CL W edw q* o � Lo L.0 `. z ui 2 � cp � ui > �N( ~ �N F� LU VW �. LU > z 0 a. U.j R V's 1000 C-4 >0 cn �; (3) PO :2 0) C) w 0 CL z C) 00 z LL. (D < V) =) LEI m> Ld �lc _j 0 ui V) 0 ui 0) m< O ui U O U� g N W � I— � ui W ca n< LLJ z CL z ol� L A P LOT DATE: JOB' NO.: 050309 Fl LE NAME: 050309 -17- -fit -ST SCALE: HORIZ, 1"=40* VERT, 1'*=2' SHEET NO.: -19 -OF 26 W O O U� g N W � I— � Lo, z ol� 0 a co CL W edw q* o � Lo L.0 `. z ui 2 � cp � ui > �N( ~ �N F� LU VW �. LU > co P LOT DATE: JOB' NO.: 050309 Fl LE NAME: 050309 -17- -fit -ST SCALE: HORIZ, 1"=40* VERT, 1'*=2' SHEET NO.: -19 -OF 26 MVJW WAVAMG CALL o Uft 1- 800- EE7 -Ye00 GENERAL NOTES 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. 2. ALL CATCH BASIN OPENINGS PER CITY OF BAKERSFIEID STD. D -14. 3. INSTALL SURVEY MONUMENTS PER CITY OF BAKERSFIELD STANDARDS ST -13 AT ALL INTERSECTIONS OF STREET CENTER LINES AND AT ALL BEGININ6 AND ENDINGS OF CURVES. 4. ALL PROPOSED CONTOURS ARE SHOWN 70 SUBGRADE. 5. MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MT. RIDGE DRIVE SARIO DRIVE SEE SHEET 15 SEE SHEET 17 S 1 +00 AR OTWOOD AVE STA: 17 +96.55 MOATAIN RIDGE DRIV� 0 +56 J W1 -7 SIGN •� OM 1 �3 SIGN I PAIN 12" LIMIT LINE USIN THERMOPLASTIC PAINT PER CALTRANS I STAN ARD SPECIFICATION X10 21C -19 y F MT. RIDGE DRIVE SEE SHEET 15 SELLERS WAY SEE SHEET 19 CARROTWOOD AVENUE. 1 +00 - 9 +23.81 PAVING SECTION: LEGEND AC GENERAL NOTES HWCP HEAVY WALL CONCRETE PIPE A - CONSTRUCT 5' CONBINATION TYPE SIDEWALK, PER CITY OF BAKERFIELD BC BEGINNING OF CURVE INV. INVERT STD. ST -3 60, BCR B - CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. A88A 10' 20 of , 10 C - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERFIELD ST -18 50 LENGTH OF CURVE " ABOVE GU TTE STREET SIGN 5 ' BACK OF SIDEWALK INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERFIELD STD. PAVEMENT 31.42 PAINT BINDER CB CATCH BASIN PCC POINT OF COMPOUND CURVE -- ST -1 CR 2 X - --�... ._ 2 % MIN. 2 % MIN. 13.73 CALTRANS STANDARD HANDICAP RAMP C6cG CURB & GUTTER 2X POINT OF REVERSE CURVE E - INSTALL STANDARD CONCRETE CROSS GUTTER PER CITY OF DEP DEPRESSION x♦' •4yv ',. Y ' ° POINT OF VERTICAL INTERSECTION ••r.� ar.�. DI �r era �.• fir_ .�� r-�r• « .c?' „ >: '' ..ra:.. END OF CURVE RT RIGHT -0--- BAKERFIELD STD ST -17 EP EDGE OF PAVEMENT SS -- -.- --� ECR •:.• �•• • • • -- -- --- EL ELEVATION INSTALL CITY SLOPE, IN FOOT PER FOOT PROPOSED PAVEMENT �• END VERTICAL CURB STA STATION STANDARD TYPE PROPOSED SIDEWALK - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERFIELD EXISTING ELEVATION ' ' '' ' ''' • ` ' ' ' • '' ' ' '' ': � •� SIDEWALK EXISTING PAVEMENT STD. ST -4 FLOW LINE SDMH ' ` ' INSTALL TYPE "B" CURB H - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERFIELD FTG GV FOOTING GATE VALVE & GUTTER PER CITY 0.2r' TYPE B A.C. STANDARD S -1 TOP OF CURB TOP OF PAVEMENT STD. ST 14 24 FT SECONDARY ACCESS DRIVE GB GRADE BREAK 0- 9,500 LUMEN STREET LIGHT PER CITY OF BAKERFIELD TYPICAL SECTION TO BE LOCATED WITHIN RIGHT OF WAY 0.67' CLASS 2 A.B. , s STD. ST -14 NOT TO SCALE - - -- RIGHT OF WAY , 1 COMPACTED SUBGRADE To 95% REL. COMP. (NATIVE SOIL) MT. RIDGE DRIVE SARIO DRIVE SEE SHEET 15 SEE SHEET 17 S 1 +00 AR OTWOOD AVE STA: 17 +96.55 MOATAIN RIDGE DRIV� 0 +56 J W1 -7 SIGN •� OM 1 �3 SIGN I PAIN 12" LIMIT LINE USIN THERMOPLASTIC PAINT PER CALTRANS I STAN ARD SPECIFICATION X10 21C -19 y F MT. RIDGE DRIVE SEE SHEET 15 SELLERS WAY SEE SHEET 19 CARROTWOOD AVENUE. 1 +00 - 9 +23.81 PAVING SECTION: LEGEND AC ASPHALT CONCRETE HWCP HEAVY WALL CONCRETE PIPE ® STORM DRAIN MANHOLE BC BEGINNING OF CURVE INV. INVERT • SEWER MANHOLE BCR BEGIN CURB RETURN LT LEFT C3 CHAIN LINK FENCE i BVC BEGIN VERTICAL CURVE LC LENGTH OF CURVE + STREET SIGN BW BACK OF SIDEWALK P PAVEMENT 31.42 20.00 CB CATCH BASIN PCC POINT OF COMPOUND CURVE -- STREET LIGHT CR CROWN OF ROAD PI POINT OF INTERSECTION 13.73 CALTRANS STANDARD HANDICAP RAMP C6cG CURB & GUTTER PRC POINT OF REVERSE CURVE C9 NEW WATER LINE DEP DEPRESSION PVt POINT OF VERTICAL INTERSECTION -G -- GAS LINE DI DRAIN INLET 000.00 PROPOSED ELEVATION -w EXISTING WATER LINE EC END OF CURVE RT RIGHT -0--- DIRECTION OF GUTTER FLOW EP EDGE OF PAVEMENT SS SANITARY SEWER 1-- W Lu ECR END CURB RETURN SSMH SANITARY SEWER MANHOLE U " " PREVIOUS R VALUE EL ELEVATION 0.00% SLOPE, IN FOOT PER FOOT PROPOSED PAVEMENT EVC END VERTICAL CURB STA STATION ''' `�' 4' ' �• PROPOSED SIDEWALK (000.00) EXISTING ELEVATION SD STORM DRAIN $�� t`` =3�` EXISTING PAVEMENT FL FLOW LINE SDMH STORM DRAIN MANHOLE Q PROPOSED SURVEY MONUMENT FTG GV FOOTING GATE VALVE TIC TP TOP OF CURB TOP OF PAVEMENT �.� { r , � ° � 24 FT SECONDARY ACCESS DRIVE GB GRADE BREAK VC VERTICAL CURVE TO BE LOCATED WITHIN RIGHT OF WAY , s VP --- VENT PIPE - - -- RIGHT OF WAY 0.21' -TYPE B, .04' MAXIMUM, MEDIUM AC PAVEMENT 0.67' -CLASS II AGGREGATE BASE 1.0' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL) 5 - TRAFFIC INDEX 34 - R -VALUE EXISTING SURVEY MONUMENT FIRE HYDRANT ASSEMBLY PROPOSED TRAFFIC SIGN CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT Cl 89`35'21 " 46.91 30.00 29.79 C2 90024'39" 47.34 30.00 30.22 C3 90000'00" 31.42 20.00 20.00 C4 90000'00" 31.42 1 20.00 -20.00 C5 90'00100" 31.42 20.00 20.00 C6 90000'00" 31.42 20.00 20.00 C7 42'50'00" 26.17 35.00 13.73 C8 65'40'01' 185.47 40.00 43.15 C9 42'50'00" 26.177 35.00 13.73 iy*�at: 1� 40' o' 40' HORIZ. SCALE: I"= 40' VERT. SCALE: 1 "= 2' 1 +00 2 +00 3 +00 4 +00 5 +00 6+00 7+00 9+00 10+00 11 +00 1 LLI z z c w vj 9 S - 0 1 T 92.74' r r � v l G N o cit z 0 fi 5 / �� r ,1rir IV=) � z Y y�alkt!' v 31.4' j - 05 zfiY.♦{'ri O , � ::. �V t o d' 4 Z W W W '- O ' co r W N 0 a ON 1-- W Lu CL U f w z g 4 1 0 s x i a , , s f k r j. FINI FINISH GRADE a F , . , x OFL...• , i a , r t T ' - t E K ; • } k , r 6+00 7+00 9+00 10+00 11 +00 1 \ktER b/ -DES 4'c� � o o- �� o 3 So V_ R ao N uj U L3_ m � o w O i � w 1 a 4*�o 'W �W z 0 W U W 0 w CL po w cno00 0 z w 00 0 00 W Ne- ul '0I 5 L%. (o to Q I..r w ..� Y 4 � W P` p }- W M cx •7. W � 2` I� E QI LLI z z w vj e r.f 0 r � v r zy4 s:` co) N o cit z 0 � / �� r ,1rir IV=) � z Y y�alkt!' R_ 0 r� Z 05 zfiY.♦{'ri O ::. �V �- o to Cd 4 Z W W W '- O ' co r W N 0 a ON 1-- W Lu CL U w 0 m \ktER b/ -DES 4'c� � o o- �� o 3 So V_ R ao N uj U L3_ m � o w O i � w 1 a 4*�o 'W �W z 0 W U W 0 w CL po w cno00 0 z w 00 0 00 W Ne- ul '0I 5 L%. (o to Q I..r w ..� Y 4 � W P` p }- W M cx •7. W � 2` I� E QI PLOT DATE: p r JOB NO.: 050309 ;FILE NAME: OW309 - 18- CAR -.,T'. SCALE: I IZ. 1 YERT. 1 " =2' SHEET NO.: 20 of 26 LLI z w e r.f 0 r � v r zy4 s:` co) N o cit • • � / �� r ,1rir IV=) � z Y y�alkt!' R_ 0 r� Z 05 zfiY.♦{'ri O ::. �V �- o to Cd 4 Z W W W '- O ' co r W N 0 a ON 1-- W Lu CL PLOT DATE: p r JOB NO.: 050309 ;FILE NAME: OW309 - 18- CAR -.,T'. SCALE: I IZ. 1 YERT. 1 " =2' SHEET NO.: 20 of 26 V) uj 0) 0 0 LL: O z 00 co Z U-1 W CY Z W cm <m (n W I.- 0 m>_ W Cc V) w W CL z CL L ci z LLj R CN 03 ca Z5 r-., 00 po M rn :2 po 01 0 uj 0) 0 0 LL: O z 00 co Z U-1 W CY >m W cm <m (n W I.- m>_ W Cc w W CL z CL L ci W z 8 04 z 04 < W �=' 6� X (A z 4) V- z c 0 41� 3 a r) � � vow is an O ~ � N V g N z w Ld cc c oco > Zo PLOT DATE: ca it JOB NO.: 050309 Fl LE NAME: 050309-21 —SAN—ST SCALE: HORIZ* 1 *=;4V VERT, 1 SHEET NO.: 21 OF 26 V) uj C) C) CL z 00 00 Z < 0 U- (o to to) V) (D F— ry W W >ml 0 ui <m uj z 0 0 M>- o uj w < a. z CL V) ► 'A 25 ry z 0 V) uj Ld rn V- r1k. R s 0-4 c" CL: 4K V) W Uj Ld Uj Z Z Uj uj _j 0 w 3:: CL 6 6 m C\ uj Q O p > Li 00 0 uj C) C) CL z 00 00 Z < 0 U- (o to to) V) (D F— ry W W >ml 0 ui <m uj LLj 0 M>- o uj w < a. z CL c ► 'A PLOT DATE: JOB NO... 050309 FILE NAME: 050309-22—GOZ.ST SCALE: HORIZ. 1 *-40' VERT, 1 " =2' SHEET NO.: 22 OF 26 ----- - - ---- f's LAJ I Cl-4 >- C.> LA-0 4;�, lftft. 038 00 (3 c� <z Z � U O F) t', 00 po 0) f"r) :2 po c" C) uj a) 0 > I < < V- CL (Q 0v z co 00 z D 0 W V V) to W co co < LLJcr ,-.,.0 %.� 1''1''1 f's LAJ I Cl-4 >- C.> LA-0 4;�, lftft. 038 00 (3 c� <z Z � U O F) t', 00 po 0) f"r) :2 po c" C) uj a) 0 > I < < V- CL (Q 0v z co 00 z D 0 W V V) to W co co < LLJcr ,-.,.0 %.� ui cc a ix w ca 8 cm >- W 0 0 & no 2 1 D Z 0 4) z c (7) 9 cc o CL z OD WW ;�� l m UJ N > Fm 8 ob N C-4 0 w Njv PLOT DATE: JOB No... 050309 FILE NAME: 050309-234IMPOY-ST m 0 * -- SCALE: HORIZ• ' 1 *=40' 1 VERT. 1 wim2t SHEET NO.: 23 OF 26 PLOT DATE: JOB No... 050309 FILE NAME: 050309-234IMPOY-ST m 0 * -- SCALE: HORIZ• ' 1 *=40' 1 VERT. 1 wim2t SHEET NO.: 23 OF 26 V) cn C 0 Z 1 < V- to (o C) z 00 00 0 � ^ � p V) co uj Y 0 0 g �* uj z V) m< L.L. - 3:: w Ne 8 T- 0 LLI now w Li a. L p. co 9 N � z 0 W .. Z �: o u- �, :r: z cr) cc O to tc) an z Li UJ !9 (o ui 0 N al C4 1� Lu �'„ W Q_ N 0 ^ N L'� L co �, co uj IM J R fS Coo C) r�, rn 0) 2 po M C) cn C 0 Z 1 < V- to (o C) z 00 00 0 � ^ � p V) co uj Y 0 0 g �* uj C, V) m< L.L. - 3:: w Ne 8 T- LU LLI now w Li a. L p. PLOT DATE.- JOB NO.*- 05039 BILE NAME: . 050309-24.BMK.ST SCALE: HOW. VEW, SHEET NO.: h.- 24 OF ost LU now co 9 N � `� W .. Z �: o u- �, :r: z cr) cc O to tc) an z Li UJ !9 (o ui 0 N al C4 1� Lu �'„ W Q_ N 0 ^ N L'� L co �, co PLOT DATE.- JOB NO.*- 05039 BILE NAME: . 050309-24.BMK.ST SCALE: HOW. VEW, SHEET NO.: h.- 24 OF ost � . I I . - � . I - . , . I . . I . I , - - I - - - _ - ____ - - - I . __�,�� .- __ - - - I � , I I - � . I ____ ____ ___ __ - � __ __ 1. � . gdppa"m .1 11~46 ii.. - 9-0t. I t All 8-00'. I . I foodowlw---.Nui.- 4 e% I---- - _. I . ------ ____ . . a a I - _ . "111111111 � 1111110110, . I Cq111 hon & ,,ENERAL NOTES: 017..71166 -_ -0- - 10 11111111"WR L"Wo. I Steel C-3.1 011 S _3" .0 .- - - - - 06AA. oil "OVAL � !* I . W*--::- _ .NW. M *3rk stall cml,wrr ic Lh!v a;plicabit st-_kions C I 1:1- r icitc I C 2"o,is a . . le.e.q-* -.#-A -0 - -.- , ., - , V. I . . . .. I . . . 0 f , 0,00m, V . I I Sd* Woks. --�, . I . . * i " I .1 '�ZCA-1,:. % %VA x-,. ,-v'i . I V�M-t .* - - , - , I I . 41, 1-1 . ovititied *Sloldard Swiroatlw%s. Slait 41 :aIllumc. Ewsirtss ard %6 0 I � " % A '� -0 .A.A -P.A A % % I f olat 111111NA.400'a i__ �k A -. - .- _ - --- Tiu-iioNkcbar. A41n(t. DeportmWil -,%( Teansoo-tottoil. zwe#hm e-P.ocoi, .11 rs, %%.. 134110, IN . *411111111111111 mom- &*n ri.ar Linr a \ I / , 14 --I wr a a avv , / FaiNif - 9 I I . 11. Wpjj7 * 1114' 0� , I I 9'-0" MAX. O.C. 9'-0" MAX. O.C. " M%C itith" SP20ty PrA.4111CA1. .4. .0 9 :4 : , ::119:, =: 1W .. I . . A A - . I A !n &Ctf ". t. p,ft A ft 01- � a I . : At 0 '. i 2.72 v/ Ft. 91 'N 96 .. . 41111- I I ,.� I , . . , I I I - ., , _ . I . I i.un, nc*rr shall be calSon qead 1yot. high wessure sadik.jr. woo, %i I -i 01 . .1.1 I ge - Nowlale? lop OW ... . - I . . . II < - .0 I . , .4 .. . _____ - . is PROVIDE REFLECTIVE TAPE Tyne IV pl-Acielectric cel o-id o bailor whiub pfavives 5b W414 lu Po 1 1 GeV, "' - . , . I . . , "Witano V bap"i . 4 k 0 .1 I . - . . . : to- ___ . the bulb. A IN* 114 rielrccto- shall be used at im Wrle� tiono, on4. a - �� 4!��_� -,_,��__ -, .. . - % 10 I , I i / I V e WWI *0 wool pan , V ,4" * AN 40D 40 i I I TOM16 44M " . . 1. X 1: I . 4 I - Type 11 tv6.. way shall he used at ,,nic -blo:t locations. Lens M -je "Iwo" � I F V 1 14 1 soft 4111 I i me " I T I;b r 2 " 02 " DOUGLAS FIR RAILING i - glass or wycarbonaltr plastic Bulb Ihifll ov, IDD vidtis (00'. lumoink 1111W I p- nq , A . . � . . . I .0 W �____ � ! : I . V. lr,Q)Q WD0,611, ono ?D vatis (MOO lu,nin! om IaLd sireals %Mki" " ow / , . 3ho im - 4 ? j OWN ,,,do- 1 a . ; I I I 1111111111111111 . . .. . " - 396 � f P""M ".-V sow � : I I.- skwWwat 3W&WM*--- __ NOTE: , I Sted pole. rnqaa t?-n, vnc o-in cznreciar sholl ccrilcrrr, ia Slaie : , et AO = : 7 fell $0 I = * 103 - . I ". . P ibilmlimil Po I . I a L -W I Vill . 00 lam "M . . . & AIM 01 'A - N10 i I S. awk 04W N M Of an Ift I BARRICADE MUST BEE ArAf-AfAt 01 !k %_!k1%L'%L1 I I . Standar& W lype 15 lijill-mg sloftem titri 6' ffi-ail wm rArereig "Wkwill W / . . . A ,r -0 � -. -� . T 2. , r 4111060 '. . . I'd 11.71 P sirp4w r � OfAIII541111. Mirrs, sfraqw 10110firmy ah I W#Pss I I I ., Of ofuMirun! pWIS May 900 A# Wild. SUbirlt &;W.iFi2fllkMR lot " . I . -1 . . 1. 11 . . I Vt. /I cpiyavd . . I .0 I I i: i FULL WIDTH OF I "r 04"01 � I . sk" P1* fairk 141th 4 U" P" twit , " pfa'Am A# WW* ift/1 c6alAirm Ap thr jV#p&djj# Wtipgpilr OrAllo"o 61'"I" . 0 1 1111111 ion am I ''. TN i ?ill 11111111, with I �, Of AtO 40AVifAr*fM= 4v**O Vgisor# pwili. __j Cior fr4AW -% I 11 , / r : . - I . [am .1/ -_ - wir I i I I . -_ . I I _ . -_ I I . I PAVEMENT OR a .% : _. _____ - ____ - .,- 1 1/4' Pull hoic shot be s'jw 34 and shall Ins located wAhir 5' a' t,ve .e : 'i M . V) . I I ________ - i � . VIlk - , C*ftv*. 5Mr of COM~ gfowlmw or Pans- 10 . I TRAVELLED WAY Lz - PCILE OIA - i/16' I I L h mrih the tkiewillk. Givivat (3 14' rw ox ) . I Ir .1 I .. < . . / . 0 ____ - ___ . jc,, V � �, / 0 . 4 9 I -a I z I , . . , , ,e ., 1,8�e.,e , - .'" � ." . ___ __ L �m - 0 1 Aft 0 _%� - " I . . ,c_ a Partatift', curreiA edition, Mrd the 1`011fting L22 - � ___ __0 - � . I - . ow! 3�4" X 4" LAG BOLTS - shallbe'lilaced under the pull buK iw dr*ago (see dot-all) Pt, tr %. 1/.. , , . . . . I . . i IN .1 - - . . � - . - it - " 1, \ I , , ;:z ,; - %, . 0 ____._ ,..:e__._ L%h; ". . .0 40.01,40 a . I L V) ! 0 -, Mlh. 90-T anca L &.% ��.: I VA -, " Gewal Wni d 6 111-a- I WI H WASHERS . 1,11 I bax cum sholl be marked to iddoiLify il at itreal lightirg. Pull 20it - I . . - I A# 0*0"y Astidf*W 00 AA4W1 ,O OPWWW ar __ - - a I LEVEL LINE - I .- ...111-.... A- shall be precook cuncrete , �Vl " - .T. . . rwo- 1. . . - - - f M# realfit Auffiwigy and 00y fispow eCOM"411111i ,C,dWW,.W., Ia- - - j L � '11. 1/1ft MAW BOLT I -_ .. . I' . W. .. ,V . - '! - 11 N" -0*,a . . #- 6 I I I ------- I � � SAAMIN& __ -, , ! IF- - .. 17. ,. J� � I - I I ---I wifinj lt&n tM utility cornoany aervice bcm io tq# poll boo at the 0 : a 57 7. T - 0 . a . 0 i I z . I -7 ' - / CIRCLE . - a . - &� I - � -.4-..... -Am--- ,a " . : . - a. . � . I a ,,� *.. a 'P. I 0:: 0 ft *4*111111W '4MU#VCQW ~1 bf OWM00#4 * No" SAM&&* * "'A - __I____...b . iz bqsm of 'he polit shall be JID mn. schd at strarided copper. %r 11E. :., .R,p 1 * ; t 14f." . - � - - 1. .. . $ , a - 3"W de oft mum, . � r L.-VA-j'aA." - I ; utlutj ecnpcn� shdi be nokifice pra to, ape a represen-mNe snot 0 , 00 . : cioulir ft cm, . __ I I v I I I . � 'A BASE PLATE DETAIL be prewt ckring, one noriL %Rnlh Ne utilio,y carrpaqVo sorAce box. Iq %� .., -0446,h PC. C 61"41. I. 1P � , � b ; ,map � I N I # . .-.- t I - I - r*" A*r . 11 _ _r 11 ___ 11 C14 I ! f Wring hm khe pull liox to The jurMno-'re shall be #12 4nin wit 4r . *As % I i 10% = I SMV" "OWWAM JAW1 61F "effftitAgelf &W il .41111111% AAC*t simnded 400"I. ftia" drop ffem 111ho -.1111ty campany UNCA bft .- =11 %M - .3 Life ac. ii� PAIR 1110110 - I 'Wr Q M I = to the lu-nmake gholl nelt ewmed SX. vdlaqe at the ullft aarwany I " ; $*IV. Plies . ;. ftm$ AR pfaciv d#df trou &Vtj�v% Do ro^w"'irm If I 1111111110� _* 611-- - I .. A.- ?.5,11114001100 L 0 " 5.70 *lint .9 1. I - _ i . V) I ? I ,,,-� X.. senru bw shall me 12D V. 1`240 V. T.KV he used in cenob ri-curn- 11000� I L .e. .,: I I 40-i to W 064 ft 0 alilom as O'so tw eir J Ahm - I ____ d2" Aft, '21ft=4 114wo 0 A a REDWOOD t'A .--- a got 411111111111111. so"* ft OR aiiiiiiiiiioso anon of "M "SomwM , ,ftM4 __11140 0 'j, ftm 4 stnncrm muhipti Ia Me Copf&KII af 11hk Cily fri-phWi. Croundlig - - - __AAW__.*___ 1. - _A cm&" shom be ows WN es MW mpw ~ T .42!ft x1aftj .. -, 0, ftv /_ a## 2" X 4" REDWOOD HEADER POSTS I e- 4P x 6 1 --`2" Ijarcilioie ene cover -A:re from tno l6minaire to the grouncliqg rod shall be PS ooto . %IT W UT 4 *1 J 11111, ;�g , I 1!2 . WAMd *0111101111101101111 'q.j,.M,.rW,..wmr..WF14 moviiis; WF 111111201", ltmwm ad I I I I . I I __ T with 1 /4'i y 1 1/7" rednio-cernen-, wpoar� kn in-Smill fixot ir, Me ungrauudmul Lwi-dnctui at ,.txiWcIui% --I 118@400" Aoft bpwm W_ 111111111IM11111111 4111111111111111000 . . &Wf 49 #/0W #Of~ 4?- 0/&*' VW .J."o I 'i ROAD . , . I ____�. ____��___ I A-J I I rhg weld to okiv.3'ce ,,-( hole. onIv -arid a 1/2' § N 5� loig copper or cappr- rjac grwridliq ift,MAA&��& ow sm -W- r-----, d4kimto 4 coft'"1100 sw awifto *0 fidwo" omm Anilyt PLAN - 13 A . 11 toe S�Ktll be li)Coier h thA null box. 10 FOOT FE NICE PEDESTMAN a ------- __ 4111lihip dM0 Wdoill. ie ft .""Isa * as III 11 1101111 111"ll I fw I TEMPORARY TIMBER UMRRICADE I - 11/2' 1,3 NC groundirop nut vlefded � so - �bft caft4p. sow 0010an --- - w-o-1 0 10. 0_ 11111116 Wow I *"Of* awam ir 06ftmof t",-am Ar 0or a I to in slipe a ir pole op p os' t e Splices h thv pull box 6-10 b4 loml cuid wulprpim0advilhar PEDESTRIAN GATE 046ft -11111 6amp,.In molA, 9weiniftloid GATE * . : I ; I appr000 alectrica- cautipq. I allur W"Vens, klil"hi" log of . I A# *mw ad ften dd to %4% ve oW 11111110# fm *W low M . EAP6W. %O >_ FOR TYPICAL CONDITIONS I I handhole. 0 f W394 I I & j 1 ill mob. as Im *Awk ad *0 b" a WAN04b OWL I COW-role Me# M arodf wim 0 W?#_R*)ffW"d 70.0 a of- It-), __ f , I Candu:1. shell be I 1/2' inNnum diarnoter r.hvd4,e 40 r4it r;in- . ______ - . - - . - - - - - - ---& I i I ji I . _, - ,_ IT4 & . . . . - .. . - Q,". - NZNV , - . Ift taift 4*'hoo L WA rAlIft failift $# ft 4WM 001 So I -- r1#04 'CoAr"Od vagoofif Af sormw so-Ir.018 I PROVIDE REFLECTIVE TAPE 'i f 12" x i2" K V 'Dose P.ate (see rnetalk conduit conicrming 19 UL Standard UL 65' C.Ondull 001 I I I . . I � . . % I . . I A . .. . % . . . . , , . , ^'% A'., 5P.P .. 9 I - -_ ow 0 smidellb,onai-n*U6 to beftm do "a . I hot a rnintmorn cover at IV. Sprialler comwit rnoy je unc oh4rr . . . .#..,*,I A_j .1'e ,,* A ", 0i A* ftm*w 4'roftarAms. dotol above). a I . I ; 4 4 1 . 4F 1 2" X 12" X 1 0'-O" ( the type of Pole ,all riot accept I lr2" cmdult, avaje;i to Ill& : ,� a . I I 1r----__dNNNft___ j I anproval of the Cite L.ng'notr. : 0 .0 I '. � 4=*" ft"No *0 in owsoft $bamo WA Oppo k" IR 40 .... NO LLJ ., . - - - - 1-mF! . _t I I I -hor bol! s, . .�I.wl III . . wftm aill a"W at #W aw ad 0 "oft$ al SW 11110m ok%* I* km �__ I "", ,p I L I $00PAP Of 40ft"1W# SWI 60 V 0ftWWjM of /09'* 00MM &W Q4161 r "" "N N� - - � - - - - - - 0 1 1 f ,_ z '. MST%) A-307 crt . . � / .=@'M1.%-. -, " ,. I . **-N < I A 00th 000 gr mwpw 16W W lor wth and - I ., 1 x .3,r> " g 4" 01h AeX AL t, oilvfirkipt steel pale one moo, cnr after cutfimr. fo-milij, cna lt-. __ � - I . Wilift : 1 1 . 1� .. I "I r ' . - 41" -W , . I ZZEVA770N I I lavdin-y vul., -und 2 wwhtira w9ldrio in coiformance %An AS-M A. '23. Golvcnize all -emovabe 0 I I - " . . : I _w"Im I . 4wowaft *0 4UNk n $#Now ONO orw vohm awml , I , TOM - I 7117 Me 0619 - � Awro*l v ft 'cork af OAR "M. 0 - - !k ik It . 11 i ' ' for orcti bolt. nola, inouding gnichol brAtu. I:' -.11111v'noftwi 1 III ASTM A 15-1. ,. I N . 11111 .. ..�-- to I I y I ,it P"t - a wev - b ameba ow *4 41* swam . 1k . , 1 7 , ., : - I 4119 PI P* . : 011il n : &04110"In Awr f?AW 041111AWAV &69# C61*81 of I I , : % . I . . 01 Wiliam . . , ... . . ftmwm� 64 :69 soW a* a ubb . *oft -Ill - I I I ; * r I . . % , . CNIMN"1411 1 III,* : . I01? 161 foci , . , \ I -_ .1 6 TwHeink is . - I . , , 011, � I r. �rout under base ofte, ;evelir-Q. - __ % dolide MON to tidif . � 1010110410.00AM 19"Im 0 PA"kw~ jxw.F of v 4#vd&. rrsihOO empm-id b I ;�'� N ,::, -_ 1. -, ____ I C= I 54111111111011111111, Ar * . I ... . �. 4;r_� -%, , . ... .. , .... , .,....A. I '... , - . . . - ----" , -.--.- I - - _..., . . . �. 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I : \\ .. 171.1. . � i or D %% 014 't 7:7^71 ro- - I . . . .zP.M.N.1- , f � - I - rA�SW p9nWWt Z�dWl A* $Me&# doaF ppmevW , %. r-ftN't � to 1 1/2" i�ondult wO Ia" -_ . j 0 04 &I11111111. 1� III INTOMTOMD.-n4t, ,- �P�;_h-z&;�, ;,='=_di;� I - I I - i . . �. UGM FQ_E - -""_� '. .4 ; � dr ffl#VffiWffi at Z Awt from 0he f4w of thei I ______ I I 0 1 1 L jj, , -adiu3 benc. -,- a : . 4 P 1""t � - I .1 fbillile *oft SW Ur 00 W isladth A$& .. -on 11-0910 I It . - k- -j A'AL_ � __ ' ,", ' 2,-ift . . . $askew. 0 46 Soso" " "M V" I d0$W0v4W VAf ,odurmV CW & MW py~ jrgaMr phlit . P.M I i4 p-eccst foundclon. . .."." : L� ow"dw dwff 40 ffir GdOmf jP#V*".Nf - ! Pull BOX _,." . �_11, '" " , I I le OUNfle MePp ~ Mt City ZAVifflfff AN 9" rhviftwss 9 9 1 -TECrION A - A Aeel", - - - I-ass 0 non-reipt-rc(ec I : , PORTABLE TIMBER BARRICADE I _ L__________j TYPICAL LOCATION' DETAIL 4ENERAL 146T9S, AVWMOW Aolcmy SAW cofiftem to cily 0 1 COM'13-t !300fill 10 1-0% I .- - a %, t I --- -_ Poodore S_ 6. FOR SPECIAL CONDITIONS 2�-Gkk r el-'ve ci>m m-ct ion - _- 13 112 PULL BID SvoWeft mawation shatl " 49niftwelad Irme ft 9r@$* aW CWre - r.lelc 4eml ftkras *bell estilarin ve tino $p@iCl,fsCCjI4&jj 04 ASrM 4 , - 'Joe One =-k -WiAn- ,_ triali sective wh ODMIMMOR 6f 8$% 49 10 eillpt1w lot *50 %24. bealrW410m, A 311, Clool JL . I i -UIU,r y Ily-jil-Sl 11-11 -.Rt:jl- ' 2- L. , "I - 14 I 1111011 161101111111 . i "My - %-.1--wa SW am" is ke A pi~ Atr &Aotwo ewjtjruvf;*m shidl to Buloo*w Aw flow) "EmBoyloyeaf, ov dilrofflodd4f *M)MFors 04F Se fortlt #I , , 'Nux"W ram" to sihmil be CMOs 'It* is loolk) "d SP411 to wippm 2 va" to irooldildhon 41 foArkinq gad guiliss. einill be in aceadamik with tm-s MOIIIW obtubkod fmm the DeMePmmf of AWk *br*s C&VW 10.46WO ot Mo Sakerstioe Nynjcj;Vvj Cpar gotoij ,#t-.Gwjet NOTES: 1" 1 of .ied so:l 10LAP --I" * _[ 1 tn" stumpl, fl4airMiamis at Satlion 40 - 4 of ?ft Stimdair4 199cAlzol%mo, 84ate ei I 111111111111" No 11111111111111111111111110 $1 son �Vfdr to start of No.-Or. 1:04wele ift0vogy dwroamiss 2=10ro'liq 10 mis volwW 0-row.-efg. 21, A a /2 CARRIAGE BOLTS e SutWil 6f 4IM1101 IhIll 64 Iftirtlig 6111106the MW iWmlb 64ilft4 coldervill. elloorwal am Tramovirtation Aosincy. 0"vrivistrit 0 "Iranepwatimm, 2 . . . I - - .: .. , . . curiant editiont and shem fiehothal We%: V 5100 041PRIPINY 20�~Cftr$ **4CP/) bf OW 4"j$�FMM %gf haVf jhfj,- 1. ALL SIGNS TO BE IN ACCORDANCE WITH I -1 . .. . .. - GRAriL ',314' VkX'l I SO jV?AAV/,0#AVWftV quareffter (r=6 or Wfid) Irw4truirpiop Ova-rV,Rfm( 4r ,ra,fh, crfwfied CAVOR, Of darp.s.rayr . . . I caneekli, skell Gmtoill tio "011vill UMSIS ;Wier wir4lials witlteaval Curbing as -&mffled by C.O,& St"diewd awieidq 5-10 shipii be cithp,hulla 11 it it e $1koo, -- IM j"11 A111 roquirdisif WIA all drillolmw Aelimts. S40F4`* #10090 OpprMed by Me V';Ijr Aft.ritir), aw z c-Oodfiflo.q m THE STATE OF CALIFORNIA DEPARTMENT --- . ...% 11 11 4 PULL BOX DETAIL - - � W.%1SED 9-A-r . lc�jfia.onii is Ghtelend-d Prom IN CHY 1!04101alf umeto 4006. L -j REVISED*^ :" #09,' Wfvw; 42Ndf Oftf.0110r,a-# the 4-70 CAW #WdFinip Arrsprelpf OF TRANSPORTATION STANDARDS. 6" X 6" X 4'-O" a \% � IIAT ,,.,,�J, . �Omcftlld 0411 k cured OWN I WhIlit 0"nied ist 1511tIMI1110 - L --.,---. .. . . RL' . 1,81.0hro *iwwqrs mv.v 6f ,9aWz& I mr mviawmie �& ft-c-LOOPA?Nry 00 Me .-WIding or A,raprpt I 0 "O .1 . tamosykin g 19 Sociam " - T 0 1 I 41 the SialWoro 7041CH I ca 1140!6 " I . - I I -.---'- __ _, _ _ _"_. --oloo-0_ ,- do &V Sj*.Wbj#r,;j fdp 0WjprV1j,b 'r, 2. USE OF THE PORTABLE 13ARRICADE WILL "tot .,,.- , I I P. EZ k'! S E D JUL 4811 I I =060"Ou"bow rr , auffidwil)o &V OP,y enovAilItfir .V #0 �,,V/ft BE SUBJECT TO APPROVAL BY THE 2 to A 611 X 31-2" I- N't 110 I. j _= STANDARD C"AW% La T End. tivnet ofild in,uku ftsts the4i bq boollad io trog meatest ,Iae - ------ __ ___ . . ; I A. #_ IN ,---- L. a I PICK0 loolf -with go4voiniaid djoltrial or mtrisoftlol broess vs6d os k"0110"1111 MY "Ill ..--- - --- --- .. -_ - 1. STA1111110"D 11 R E � 1� "C": E D .1, U '04 CITY ENGINEER. ..Ift � Aqwrr-ota l"Mon.,ra, STREET LIGHT I.k1b 4"106111161n memberl aria q619661giiial Wil."Alwall, orum radl& W11111 IN" NPAWN6 Wo L . WANNO� . _ I ____ - - ___ ____ - � - - : --761 1-1 %A L5 tornow,wti at tross iiithlemers used an Wwooi onearber .. I 604-111-2M . _"MWWVW I love 3. TWO COATS OF WHITE PAINT SHALL BE 2 " X 1 2" X 4'- O" ______] T_ 10,11" 1r-jn:!:!ti:)r-, -asu 8 koy, ?_ . . a I am S rA NOARD Natzew" I SAM Wh" ,rWWu4d suWbon tervem 11 required 0 triltil be w9tal Wdh - __ ---U= .JN6 R SURM �NUN"T ------- -.10vow 9-7 �& APPLIED TO THE SURFACE OF ALL LUMBER. � 11 ____ c...'!a�rcle plu;:6,L! '%"*3-'W - - 3 A 5 - 0 qawq a to 00 w to darialrug I pq tito t I he *1 v F j urq i9m; ll q 0 CHAIN LINK I I - - ___ ace ns" "Or! ggMt , HIAID , Mg g - ,.f,# , i,rd z,Au.-!D.tt inio 1*111iogs a1%d r.on wtv be famaiod *lilt an of taitis. 0614_ 'Ir I - - __ _ - .1 .1 dom"W __ � =ft, I z :44- .0. so " .t - CITY ER.Q-FIELD I"k-b 11W" Ic . . - , 40 D WITH A 1 1 // � _�, I 0 � ; . . RESIDENCE I a k-qc::; 1"d6jrr . _�e - - /.-., 2 - `IA 8-31 IrtiliII114s, aftil bit -ftQ44 ,*Alk litti4ji OF willWed, wilh w0to (C 'AL111111111 GATES I I _111'_._,t.A4._._e1r4~1_ ; .77"46,41. PRESERVATIVE MAY BE SUBSTITUTED � A 8 /2 CARRIAGE BOLTS � 10 .:-.- Ia , (%-U_� C A L IF 0 1?, ?_\ Irevoll lopeelm, a.,w tagelvatilleg. AlifiWIN1011 __ - � .=111, - CVY OF 8AXXOMPIELD � � e G .Wli� h:;ftLRIN;P "IL"'A 0MEN I . I - .� DRIVEWAY -_ ------- __ - - , CIUMALL __ -_ ' 4 � k%jF%""UW SAW29 A00116no I - __ - - - _AeAft FOR REDWOOD MATERIAL. M - CITY OF RAXERSPIELD I S.11 I I . - _____ ��q NOWN . L - -_ - momrwlmwqmloww , J. I'll ------ _.___ft_0_____.__ 1. -0 . --- .- - .- 5. ABANDONED BARRICADES TO BE RECLAIMED ST-14 e CALIFOKNIA - --- nom� _ -_ . . moo" . . --..,% IF - - I I ?� . CITY Oft BAKZRSPIELD BY THE CITY OF VISALIA. I I I L____ -_ - --- � .4--AIA h emrftf a D411411119"IN41 06PARTMZW I �,ti q . )4" ." . CAL.IFORNIA S-4 I . . - - rft- vot __.. . - ____ - --- - -_ -- --= Of" WWAM I 6"HIMMING :011EPAR"MiltiYT . - --- n - 04 01000 I -------- - q- %, ______ r a. I . ................ a . . I%%. I g�i 1.1-% ..A _____ - . L � , L - __ - . - . . - ST 4 I - � r - . - . - I I --- __ I � �� I �� L I . - ----- --- 0 ;R I.- , -dr. F . V7 I CN >0 C.> I L � Uj C" ._� W_ * 6 I-, M: 2 C.,j) 44, �(_ 4 TIMBER BARRICADE ae/ n q:z� � - 01.1 . - 1.111, . .I-------- - I I I—— - - - � ------------ 1. . - - � - I - �0 ��jm .-�,�, I . - 011011 - . ___ - ____ - ____ - - __ ____ ----------------- . . I . I . - L. 1. .1. Ir . I I __ I I i 1110misAk, . I . --.*1ftv#m Pow6fry COO Anwor . . /038 * - - " jp ,__.j,1jFA1 - 7 I_ :* PA-3*1 with dim-AW" & foal. � %wess &V*fr"f -low � . 2006 STANDARD PLAN A88A . I Avin&rewfip Swett, . L I M � 6 - - --6019 lb - I SZ-40 - NNo - - 4i,�,*,., I :Aft"MW I . . J(p,r iview view ... % . saj a -Y . E-� . .,?.,,k i L ----- llt�� ___ 4"" VAPAY I . 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L , r r . r �Lr;:.::,... .: . - -,-- _,@0___ - � _., L, - - .. r , r _ L L L ,::�% I L I , - _ ,� I �.� I � L:L:��'��'�'� L _, 'r ��L�%_� , r - ___ _'. _____ .- I __ - - � _ - 11 - .______.. _____ __ I - - , , ''�.� , - , _","..L. � I .L � L i , :'. . ..-. ! . .. _ . -1,:., . , r_q.'_ ,�: � L", __ . I L.-..�,.,:�:,��,�.,.�:-"Lz,�.�,��,�� ,,".�j ,�,�.'�.,�.�.:_ -�_ .,_ ..� . - � �,-,,".-. -,- ��,.��.,L.;,:,��.,�.'::��L�,,�4,,.� -.''_.:.,-..',..r,�..�"_"_�___ ��.".-',,'��,�.,��,.�r�:�,",;�� . � " �� - �i" I . � r I __ r � __ �� - --��--- - �� SCALE: I � I . I 115 . I AS SHOWN I � I i - euc*CT I r - i ------i 11NIU40 j � . / p I r I I __ - � - ____ . -_ �� - .; -1 r - I . 1:� I - - I - .- . " po�� - ! r � __ r I I � __ i I L I r r r r I I L - I I ,.., . . I . I ' , I I I r - I . I - I . __ - .- _____ - r Q V) 'mi 1--w2' 0 t? 1 ^^I -r^ 4 ^-79 TO BE CONSTRUCTED BY OTHERS VARIES 14' w z J O J ti 27 INSTALL STANDARD TYPE 6' SIDEWALK INSTALL TYPE "B" CITY STANDARD Q 3 .I. Li' 0' AC CL2AB UPTON AVENUE 5 34 o: 7 of I KINNETT AVENUE 10' -5 -- L..27o, MIN, INSTALL STAN DAR D TYPE 5.5' SIDEWALK 1 3.5 INSTALL TYPE "B" PO M ERADO WAY CITY STANDARD 34 CURB & GUTTER �- T -STAn 10 /"6 34653 PM PDT, � - -1.0' COMPACTED SUBGRADE PANAMA LANE 9.5 34 3.5 7 TO 95% MIN. REL. COMP. NATIVE SOIL ARTERIAL STREET 0' TO 110' TO BE CONSTRUCTED FOR TRANSITION VARIES 02P-42 42' 2% MIN. r •.. Ak 27' MIN. 0.30' TYPE B A. C. PAVEMENT 0.83' CLASS II AGGREGATE BASE 1.0' COMPACTED SUBGRADE TO 95% MIN. RELATIVE COMPACTION O -14' Z J 0 J Li 11 '• V' Q_ 0 �-- I N STALL STANDARD TYPE 6' SIDEWALK INSTALL TYPE 198" CITY STD. CURB & NAME T.I. I R AC CL2AB GUTTER MOUNTAIN RIDGE DRIVE 5 1 34 3.5 7 COLLECTOR STREET � 0! o' 20' w� z w' w U� MIN. I 27o 2 o MIIV. Nor �. ' " • . •. 0.21 ' TYPE 8 A.C. 0.67' CLASS 2 A.B. 1.0' COMPACTED SUBGRADE TO INSTALL TYPE "B" CITY STD 95% MIN. RELATIVE COMPACTION . CURB & GUTTER 60' LO.-CAL Q u- 0 o' ---10' 2% MIN • - INSTALL STANDARD TYPE SIDEWALK TV lf`Af 01r COY L+C^TIr1Al0 NOT TO SCALE STREET NAME .I. R AC CL2AB UPTON AVENUE 5 34 3.5 7 of I KINNETT AVENUE 5 34 3.5 7 M ESTO WAY 5 34 1 3.5 7 is I 1'7pv PO M ERADO WAY 5 34 3.5 CARROTWOOD STREET 5 34 3.5 7 al., MENSEN DRIVE 5 34 3.5 7 GOZUM DRIVE 5 34 3.5 7 VIRDEN DRIVE 5 34 3.5 7 EPLEY COURT 5 34 3.5 7 GIBBS DRIVE 5 34 3.5 7 TREJO DRIVE 5 34 3.5 7 SARIO DRIVE 5 34 3.5 of 7 SELLERS WAY 5 34 3.5 7 SANTANDER WAY 5 34 3.5 7 POYER DRIVE 5 34 3.5 $10 7" A\Nt 'R k/ ES � v W r I N > C.> a• Ad- � o ao N Lei U Qr V� LU w �._ UJ mz 0 •w 2U JLi \1�::J � CL m 0 w of uj o d a �o PLOT DATE: JOB NO.: 050309 FILE NAME: 050309- 26— DET -ST SCALE: HORIZ. 1 " =40' V#f. 2, MEET NO.: OF 26 Z 0 V) z 0 U V) W m H 0 A\Nt 'R k/ ES � v W r I N > C.> a• Ad- � o ao N Lei U Qr V� LU w �._ UJ mz 0 •w 2U JLi \1�::J � CL m 0 w of uj o d a �o PLOT DATE: JOB NO.: 050309 FILE NAME: 050309- 26— DET -ST SCALE: HORIZ. 1 " =40' V#f. 2, MEET NO.: OF 26 � '10+00 '10+50 11+00 11 +50 12 +00 12 +50 13+00 13 +50 '14+00 14 +50 15 +00 13R to di con > "Oft z Ci =3 U- CU < ce- M (n co uj 04 Li W V) m LA� W 0 Cy Z 1 o 4) DZ z c 0 O ct) a Cc Z Q- CY L A UJ cr_ CL w c 9 V" CCU m Im L N to %ftso to � - z 0 V) W CL - ce 13R to di con > "Oft z Ci =3 U- CU < ce- M (n co uj f W co co 1% ui 0: LLJ uj z 0 W t5 15 Z 103 n 0 tY M r�' 00 0) po M '40- 0 w 0 C-) I z 00 00 0 D z 4c =3 U- CU < ce- M (n co uj 04 Li W V) m LA� W 0 Cy Z 1 o 4) DZ z c 0 O ct) a Cc Z Q- CY L A W z 15 4K PLOT DATE: JOB NO.: 050309 FILE NAME: 050309-12-PAN-ST SCALE: HORIZ. 1" =20# VERT, 1" =21 1 SHEET NO.: � Zir � OF 171 2 4c co 04 Z W 0 I- CL Z 1 o 4) DZ z c 0 O ct) a 'E 0 LO!5 Lo (L z LLJ UJ 2 LU N > 0 UJ cr_ CL w c 9 V" CCU m Im L N to %ftso to � - PLOT DATE: JOB NO.: 050309 FILE NAME: 050309-12-PAN-ST SCALE: HORIZ. 1" =20# VERT, 1" =21 1 SHEET NO.: � Zir � OF 171 REVISION Q APPROVED BY: Uk 61 Art ii L7 � RODNEY L. WI URN, JR. RCE #6938 (EXP. 6- 30 -08) DATE MARIAN P. SHAW, CIVIL ENGINEER IV DA E RCE #32178 (EXP. 12- 31 -07) 100.00' o WM I , 2.00' 0 g � 1�5 G- .75489 Cn 60.00 38.00' 16.00 ,gyp. 6-30- - PAVEMENT THIS SiDE TO PAVEMENT THIS SIDE TO -:±9.00'- BE RECONSTRUCTED BE RECONSTRUCTED BY OTHERS BY BEAZER HOMES 6.00' 10.00' C I V 1t -�`�� 4.00' 5.00' � OF C Wk� `F `a r"I Z, a W Q W U. LC _g 11.00' 11.00'--11.00' 11.00' 12.00' 11.00' 22.00' x MEDIAN THIS SIDE MEDIAN CONSTRUCTION BY BEAZER CONSTRUCTED BY OTHERS THIS SiDE 2XMlN. 4:1 MAX SECTION @ STAN 10 +80.59 NOT TO SCALE 107.00' 41.00' 14.00' 52.00' PAVING SECTION: PAVEMENT THIS SIDE TO BE RECONSTRUCTED BY OTHERS -5.00' 12.00' 12.00' 12.00' PAVEMENT THIS SIDE TO BE RECONSTRUCTED BY BEAZER HOMES 4.00' 11.00' -- --- 24.00' 13.00' ±9.001 SECTION STA.17 +86.81 NOT TO SCALE 100.00' 47.00' 13.00' 40.00' PAVEMENT THiS SIDE TO PAVEMENT THIS SIDE TO z BE RECONSTRUCTED BE RECONSTRUCTED BY OTHERS. BY BEAZER HOMES f 9.00' SECTION MEDIAN TO BE NOT TO SCALE 2 %MIN. E ONSTRUCTED BY BEAZER 4:1 MA; 16.00' W 2 I3 & � 2XMIN • of ►IA 16.00' 4J 3 �g 0.50' -TYPE B, 3/4" MAXIMUM, MEDIUM AC PAVEMENT 1.0' -CLASS II AGGREGATE BASE 1.0' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL) 9.5 - TRAFFIC INDEX 34 - R-VALLUE STREET SECTIONS Cast iron or GENER4L NOTES: step cap *0 61'C. set Se"rews - Al' work Sh011 lto~ffWM to the KaV�Skiablr sections ei :t-e sIMC tEr.UU011 I entitled "Sitnrdera SW. -ii icotiiiIII SIM tat fiol►Itlrttti:l. Sots fiefi; rind Tturriportot.on Agency, :Deporilment of Tratt3portat1ol+ cujreni ed Lion, ar%d 'ihese s¢e of arovisrons. c�. u �r x 20 l Lurnimaire shall! the cabra headL type, h19h pi'essirre sodiu-n vapor 0th Type lY 0ol±oelectric cell and a :�iollast wraicn prow.des 55 v aRs to Ilk hullo A T tv refreeior sllgll Lot ullaed Ot ifitesecfions; o'id o Type 11 trr* WILY Shan be ueed of raid -block ivcalitaris. tens shall tie glaae or pol orr rAote plastic. 8u ;b shalt #it 100 watts (:9500 111 or. m ,*,fir strr>eft on.d 70 watts (5800 lumen) can local strerl.s. 5t+v1lil pale, fnvst vrm, and connection arlipli conlcarm to Mate 1 " Staadonde for Typo 15 lighting a3tdndcr4 rr h W m133t wm. Commit cr duminum poles may +xsca be used. S�tDi+ a iticdti lr►s for a��rr�aarcol. 1 1l+t" Pei bol Shall be Bite 3_../2 and shoil he I i ntett wilhin 5' of ih,e .� street tight and +saW Aush with the isiddirdk C ve (3/4" mx -- RLE E1t. 4 1/1610 �W shall bt phased under the pull box for driain p (free detail) pull ry+ IT" ii N. WXT CIRCLE box rovff shall be maked to idea. of y it as street lughtkVg; Pun box "T ehaN tw pr*cast caincrete. 11 1/20 MAX 300 CIRCLE Wirings from the utility company service box to the pull box at the boft cf the pole 1 all be #10 main. saFd or silrondW. r~oppr. . The utilitlr camp ae etiah be nali -d prior #a, and a repees+erttatlr�e shill BASE PLATE DETAIL be present during, any WOO within the ju ixy company s sevic a to%. Viringg trorn the pull box to the lumioake endl be #1.2 mH solid or stranded' upper, voltI strop from the unity compo y aeraice boa to this lurninlaire shall not earceK 5X '�i�l 0ge at 11aw iutinty CWni ny rrrlee box shalt � 120 V (,241a V. may be usrecl in certain clrcum- st+an -ties subiro�c: `to the approy!nl t?f the it l Er sneer l l�ro�unding 4" x 6 "■ • 1,�� H:'nclholl� ct�td cover wire �prri Utt• ivarlircaife to the �Oundi+�g fad I0h411 t�w� � trr with 1/4!' x t 1,,x'2 reinforce m. ant copper. An in- iiridt `sae In the ungrounded conductor or conductors rill w 'eld to OU t io M c?i t�0- only ao:f a I �;:` ,p x $' i�ong copper or copper clod �}roundino rod Shet be located n the Pull bak 1 '2 13 1641C grounding nit we!de e. 'Splaow in the piAl box shall be toped and waterpraoied with cn to inskle of pole c).posite approved electrical coatirg. handhole. Cranduit 911 be 1 1/2` minirrm diamebw schodUle AD rigid no" ~" metafliC cmduit co ifarmin to UL St and6rd IUL 651, CondkuR shall >� 1 x 1 Base plate {.see g r detail above), haft c r+nira MUM irrrirer a,f 1��. �naeller cCan�uit r�� t+e used where the type of Pda, will rot aClCept 1 1/2" aatrdui.t, sVIrb 0 to the approval of tin City Engineer. 4 AS7%I A -307 € rItchor btaks• RIP x 41 x '•�� wrtt 11ex r1 �i t, 1 lamia,. �a1��rrs ae $tei>Il ar�d nest arr�a otter' cuttis, g rand leveling nut. and 2 wosheRs melding in confamxirice with ASTV A '23- C•slyanire +gill removcble for each b,ol`t 1 parts, iicht ling anchor gaits, in conto"nance with ASTM A 153.. +; ra- t under base afte- leveling. • r, PI • I� 1 112m Ctind lit with 18" LIGHT FOLE -� ..�, , Z. LIL rl ,� radius la~enc. "' WALL dJ PULL BOX - -•�''" . • , , 00-99 B ncn.. reinforced -• 2' -6" ;>reccst founcat' o i. TYPICAL LOCATION� DETAIL �3 : �� PU LL L_ ��x Compact al kfill t 90% 2,,o relative compaction or or use afte sack ceamen t a a zlurr y agtoinst u-1 dis tur " bed soit. 6` X a' CONGA. COLLAR PULL BOA LETA:IL BROWN STANDARD J STREET LIGHT �tc"�i.ar�+ AI tarn �a �� Fiel,�dc ast MAST ARM TYPE iound I concrete Placed Uquin. ; ur disturbed IT'S' OF BAKE FIELD i y MI V'i CALIFORNIA e or 0 CIfIf toC. ` NL' EJ 1I. I 01 PARVENT C A 2% Max Sidewalk c o 7 1 - -See Notes See N d- 10 and 11 Note 7 N Front_I.._.._.1_. edge of sidewalk 0000 M 00 0000 x 00 0000 K? p 0000 10% Max -00 0W z o -oo- 10%-Max 000000 Ooo00 000000 000 0 at curb 000000 o0io0° at curb 00000 00000 7 A 4' 0" Roo in =- A 2% Sidewalk ax o 0 o See Notes See 10 and 11 Note 7 N �- � Front edge of �i sidewalk Sidew+ B Retaining curb - - if necessary at �, � 5'--0" edge of sidewalk Min 000000 x °000000 8.33% 2% Max 8.33% of Sidewalk ax o a 0C ax 0ooNO00o &ox N 0 4 I °x N See N = 16.00' W 2 I3 & � 2XMIN • of ►IA 16.00' 4J 3 �g 0.50' -TYPE B, 3/4" MAXIMUM, MEDIUM AC PAVEMENT 1.0' -CLASS II AGGREGATE BASE 1.0' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL) 9.5 - TRAFFIC INDEX 34 - R-VALLUE STREET SECTIONS Cast iron or GENER4L NOTES: step cap *0 61'C. set Se"rews - Al' work Sh011 lto~ffWM to the KaV�Skiablr sections ei :t-e sIMC tEr.UU011 I entitled "Sitnrdera SW. -ii icotiiiIII SIM tat fiol►Itlrttti:l. Sots fiefi; rind Tturriportot.on Agency, :Deporilment of Tratt3portat1ol+ cujreni ed Lion, ar%d 'ihese s¢e of arovisrons. c�. u �r x 20 l Lurnimaire shall! the cabra headL type, h19h pi'essirre sodiu-n vapor 0th Type lY 0ol±oelectric cell and a :�iollast wraicn prow.des 55 v aRs to Ilk hullo A T tv refreeior sllgll Lot ullaed Ot ifitesecfions; o'id o Type 11 trr* WILY Shan be ueed of raid -block ivcalitaris. tens shall tie glaae or pol orr rAote plastic. 8u ;b shalt #it 100 watts (:9500 111 or. m ,*,fir strr>eft on.d 70 watts (5800 lumen) can local strerl.s. 5t+v1lil pale, fnvst vrm, and connection arlipli conlcarm to Mate 1 " Staadonde for Typo 15 lighting a3tdndcr4 rr h W m133t wm. Commit cr duminum poles may +xsca be used. S�tDi+ a iticdti lr►s for a��rr�aarcol. 1 1l+t" Pei bol Shall be Bite 3_../2 and shoil he I i ntett wilhin 5' of ih,e .� street tight and +saW Aush with the isiddirdk C ve (3/4" mx -- RLE E1t. 4 1/1610 �W shall bt phased under the pull box for driain p (free detail) pull ry+ IT" ii N. WXT CIRCLE box rovff shall be maked to idea. of y it as street lughtkVg; Pun box "T ehaN tw pr*cast caincrete. 11 1/20 MAX 300 CIRCLE Wirings from the utility company service box to the pull box at the boft cf the pole 1 all be #10 main. saFd or silrondW. r~oppr. . The utilitlr camp ae etiah be nali -d prior #a, and a repees+erttatlr�e shill BASE PLATE DETAIL be present during, any WOO within the ju ixy company s sevic a to%. Viringg trorn the pull box to the lumioake endl be #1.2 mH solid or stranded' upper, voltI strop from the unity compo y aeraice boa to this lurninlaire shall not earceK 5X '�i�l 0ge at 11aw iutinty CWni ny rrrlee box shalt � 120 V (,241a V. may be usrecl in certain clrcum- st+an -ties subiro�c: `to the approy!nl t?f the it l Er sneer l l�ro�unding 4" x 6 "■ • 1,�� H:'nclholl� ct�td cover wire �prri Utt• ivarlircaife to the �Oundi+�g fad I0h411 t�w� � trr with 1/4!' x t 1,,x'2 reinforce m. ant copper. An in- iiridt `sae In the ungrounded conductor or conductors rill w 'eld to OU t io M c?i t�0- only ao:f a I �;:` ,p x $' i�ong copper or copper clod �}roundino rod Shet be located n the Pull bak 1 '2 13 1641C grounding nit we!de e. 'Splaow in the piAl box shall be toped and waterpraoied with cn to inskle of pole c).posite approved electrical coatirg. handhole. Cranduit 911 be 1 1/2` minirrm diamebw schodUle AD rigid no" ~" metafliC cmduit co ifarmin to UL St and6rd IUL 651, CondkuR shall >� 1 x 1 Base plate {.see g r detail above), haft c r+nira MUM irrrirer a,f 1��. �naeller cCan�uit r�� t+e used where the type of Pda, will rot aClCept 1 1/2" aatrdui.t, sVIrb 0 to the approval of tin City Engineer. 4 AS7%I A -307 € rItchor btaks• RIP x 41 x '•�� wrtt 11ex r1 �i t, 1 lamia,. �a1��rrs ae $tei>Il ar�d nest arr�a otter' cuttis, g rand leveling nut. and 2 wosheRs melding in confamxirice with ASTV A '23- C•slyanire +gill removcble for each b,ol`t 1 parts, iicht ling anchor gaits, in conto"nance with ASTM A 153.. +; ra- t under base afte- leveling. • r, PI • I� 1 112m Ctind lit with 18" LIGHT FOLE -� ..�, , Z. LIL rl ,� radius la~enc. "' WALL dJ PULL BOX - -•�''" . • , , 00-99 B ncn.. reinforced -• 2' -6" ;>reccst founcat' o i. TYPICAL LOCATION� DETAIL �3 : �� PU LL L_ ��x Compact al kfill t 90% 2,,o relative compaction or or use afte sack ceamen t a a zlurr y agtoinst u-1 dis tur " bed soit. 6` X a' CONGA. COLLAR PULL BOA LETA:IL BROWN STANDARD J STREET LIGHT �tc"�i.ar�+ AI tarn �a �� Fiel,�dc ast MAST ARM TYPE iound I concrete Placed Uquin. ; ur disturbed IT'S' OF BAKE FIELD i y MI V'i CALIFORNIA e or 0 CIfIf toC. ` NL' EJ 1I. I 01 PARVENT C A 2% Max Sidewalk c o 7 1 - -See Notes See N d- 10 and 11 Note 7 N Front_I.._.._.1_. edge of sidewalk 0000 M 00 0000 x 00 0000 K? p 0000 10% Max -00 0W z o -oo- 10%-Max 000000 Ooo00 000000 000 0 at curb 000000 o0io0° at curb 00000 00000 7 A 4' 0" Roo in =- A 2% Sidewalk ax o 0 o See Notes See 10 and 11 Note 7 N �- � Front edge of �i sidewalk Sidew+ 10% Max at curb 10% Max at curb o M0 x 00 0o M 00 00,0 •0 0080 Planting 0 00 0000 10% Max 0800 000000 10% Max area at curb -000 888 at curb 00000.0 00000 A 4' -0" Min DVQV K goo 0000 x o00o Front D00011 0 0 oc� °00 °o edge of Q0oo0o 0000 o sidewalk 10% Ma � Retaining curb if C necessary at edge 2 of sidewalk " 0 co > » 0.45 • 5 .� 0 I� o Min op la 0.9" I Base la 2% Max Sidewalk 8.33% 8.33% _ gull Max $X 'r"' -M a ""' The State of California or its officers or X ° x agents shall not be responsible for the accuracy o RAISED TRUNCATED DOME or completeness of electronic copies of this plan N � N � sheet. 00 - Ilk o g To get to the Caltrans web site, go to- http://www.dot.ca.gov NOTES. I Front edge See 1 • As site conditions dictate Case A through g C Note 7 � g Case G curb ramps may be of sidewalk See Notes used, for corner installations similar to those shown in Detail A and 10 and 11 Detail B. The case of curb ramps used in Detail A do not have to be CASE C the same. Case A through Case G curb ramps also may be used at mid block locations, as site conditions dictate. kI.I.I.I.Itsee Notes ° x A A • B at curb 2. If distance from curb to back of sidewalk is too short to 10 and 11 Sidewalk 2% accommodate ramp and 4'-•0" platform (landing) as shown in Case A p , Max 2% Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C or SSE B Max See o C o Front edge o may be widened as in Case D. Note 7 w I - 04 of sidewalk See 1 -- b\ o Note 7 :� N 10% Max 3. When ramp is located in center of curb return, crosswalk q = - at curb confi oration must be 'I t th t h f D 'I 2% Sidewalk -1 max See •� o UI �v Note 7 C0 CN a. \� 10% Max at curb \ � Front J.. B Retaining curb - - if necessary at �, � 5'--0" edge of sidewalk Min 000000 x °000000 8.33% 2% Max 8.33% of Sidewalk ax o a 0C ax 0ooNO00o &ox N 0 4 I °x N See N = 1 10 Note 7 10% Max at curb 10% Max at curb o M0 x 00 0o M 00 00,0 •0 0080 Planting 0 00 0000 10% Max 0800 000000 10% Max area at curb -000 888 at curb 00000.0 00000 A 4' -0" Min DVQV K goo 0000 x o00o Front D00011 0 0 oc� °00 °o edge of Q0oo0o 0000 o sidewalk 10% Ma � Retaining curb if C necessary at edge 2 of sidewalk " 0 co > » 0.45 • 5 .� 0 I� o Min op la 0.9" I Base la 2% Max Sidewalk 8.33% 8.33% _ gull Max $X 'r"' -M a ""' The State of California or its officers or X ° x agents shall not be responsible for the accuracy o RAISED TRUNCATED DOME or completeness of electronic copies of this plan N � N � sheet. 00 - Ilk o g To get to the Caltrans web site, go to- http://www.dot.ca.gov NOTES. I Front edge See 1 • As site conditions dictate Case A through g C Note 7 � g Case G curb ramps may be of sidewalk See Notes used, for corner installations similar to those shown in Detail A and 10 and 11 Detail B. The case of curb ramps used in Detail A do not have to be CASE C the same. Case A through Case G curb ramps also may be used at mid block locations, as site conditions dictate. kI.I.I.I.Itsee Notes ° x A A • B at curb 2. If distance from curb to back of sidewalk is too short to 10 and 11 Sidewalk 2% accommodate ramp and 4'-•0" platform (landing) as shown in Case A p , Max 2% Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C or SSE B Max See o C o Front edge o may be widened as in Case D. Note 7 w I - 04 of sidewalk See 1 -- b\ o Note 7 :� N 10% Max 3. When ramp is located in center of curb return, crosswalk q = - at curb confi oration must be 'I t th t h f D 'I 2% Sidewalk -1 max See •� o UI �v Note 7 C0 CN a. \� 10% Max at curb \ � Front J.. - - 0000 a °o ° 000000 x °000000 edge ' of 00 0000>� 000 o,0 sidewalk 0ooNO00o 00 00 Retaining Curb (both 1 10 sides of ramp) 4 _0111111 See Notes In and 11 A 6» Typ I Front edge See 1 • As site conditions dictate Case A through g C Note 7 � g Case G curb ramps may be of sidewalk See Notes used, for corner installations similar to those shown in Detail A and 10 and 11 Detail B. The case of curb ramps used in Detail A do not have to be CASE C the same. Case A through Case G curb ramps also may be used at mid block locations, as site conditions dictate. kI.I.I.I.Itsee Notes ° x A A • B at curb 2. If distance from curb to back of sidewalk is too short to 10 and 11 Sidewalk 2% accommodate ramp and 4'-•0" platform (landing) as shown in Case A p , Max 2% Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C or SSE B Max See o C o Front edge o may be widened as in Case D. Note 7 w I - 04 of sidewalk See 1 -- b\ o Note 7 :� N 10% Max 3. When ramp is located in center of curb return, crosswalk q = - at curb confi oration must be 'I t th t h f D 'I 2% Sidewalk -1 max See •� o UI �v Note 7 C0 CN a. \� 10% Max at curb \ � Front J.. DETAIL A TYPICAL TWO -RAMP CORNER INSTALLATION See Note 1 + 40 .. ■ 4. ■•- •r • , , �. . • ■ ,, ,, • . •• . •. • • . . ■ • • . , 4. III , ► . • *. • + , 4 • • , .. w s ADA ■ All *wk I I if l to the 1 i #Ie lion of the ' #end ifs in of � i �a Of '> t� edition si d the followill .100"1110111, OW JAW 11* ON aw v few df 1t so / ie ^ft Aitilirr co Alt tom! as,* f mo arm of lag vowere a" Aw JW #0 we Ift* fit MIA* /Oro$ rep em f~ # Act! o ,pifllp�AlAIM� � • �� 11yI1�It11dM . W&WO ex AP of � � C 0 111A 111 ONO lftew � b�e •ems aph"'111 0 ,rill + F Call* !'+ i+NMlrr. L'�rs teertl � sM��iiM# e� �rlier' � Ar 0161004 Aow iwle , Lraf&* ►. �`aw►a+�"w I � J 11,0=0 � �pwl�'fllu� Exie SWr of ea * So show# at F" Maw Of 1*0 itM''elo to A* re�s�. ANVi lid r 1E,rp�witi �r arm be can - a JW Wft r sdp !o' aw IS. W �r"AW CW"'? � �t APpe ,fir rAWr A+ �. tO Tiiru>f •art �brepir'+ nor'ri � d► Ie Ilf r vlw blAtw►+r+ M ei b sad # � Rene alb d � ,� R ��arlirxr� >�rr�� ealleyllrifir!� � a�ln!!1 • 1 r • , � Re - • r 40 it r+ar 04 "Aar. � fliMl" *'�lr now ZT,41 aw T o 110 Apo 4& Aw weird � ft >f+dlr ,,,paetlr.• 2P r ■ V. , - . . • 1 . ; r . • . 2 1. a • • to ' • • 1 i•�' • • ' , � , a , • 1• •, . I • • . TYPE " -2" CURB (Exr�) r REVISED JUL Sidewalk BCR- ECR o�Q ...�.. - .�.�.. - - - 0000 a °o ° 000000 x °000000 edge ' of 00 0000>� 000 o,0 sidewalk 0ooNO00o 00 00 Retaining Curb (both 1 10 sides of ramp) 4 _0111111 See Notes In and 11 A 6» Typ CASE E Where a flared side occurs provide 2' -0" straight curb DETAIL A TYPICAL TWO -RAMP CORNER INSTALLATION See Note 1 + 40 .. ■ 4. ■•- •r • , , �. . • ■ ,, ,, • . •• . •. • • . . ■ • • . , 4. III , ► . • *. • + , 4 • • , .. w s ADA ■ All *wk I I if l to the 1 i #Ie lion of the ' #end ifs in of � i �a Of '> t� edition si d the followill .100"1110111, OW JAW 11* ON aw v few df 1t so / ie ^ft Aitilirr co Alt tom! as,* f mo arm of lag vowere a" Aw JW #0 we Ift* fit MIA* /Oro$ rep em f~ # Act! o ,pifllp�AlAIM� � • �� 11yI1�It11dM . W&WO ex AP of � � C 0 111A 111 ONO lftew � b�e •ems aph"'111 0 ,rill + F Call* !'+ i+NMlrr. L'�rs teertl � sM��iiM# e� �rlier' � Ar 0161004 Aow iwle , Lraf&* ►. �`aw►a+�"w I � J 11,0=0 � �pwl�'fllu� Exie SWr of ea * So show# at F" Maw Of 1*0 itM''elo to A* re�s�. ANVi lid r 1E,rp�witi �r arm be can - a JW Wft r sdp !o' aw IS. W �r"AW CW"'? � �t APpe ,fir rAWr A+ �. tO Tiiru>f •art �brepir'+ nor'ri � d► Ie Ilf r vlw blAtw►+r+ M ei b sad # � Rene alb d � ,� R ��arlirxr� >�rr�� ealleyllrifir!� � a�ln!!1 • 1 r • , � Re - • r 40 it r+ar 04 "Aar. � fliMl" *'�lr now ZT,41 aw T o 110 Apo 4& Aw weird � ft >f+dlr ,,,paetlr.• 2P r ■ V. , - . . • 1 . ; r . • . 2 1. a • • to ' • • 1 i•�' • • ' , � , a , • 1• •, . I • • . TYPE " -2" CURB (Exr�) r REVISED JUL Sidewalk BCR- ECR o�Q ...�.. - .�.�.. - - - so ;v 0 CL 0 0 U � grooving detdil. T CASE G g, Transitions from ramps and landing to walks, gutters or streets See Note 4 shall be flush and free of abrupt changes. Gutter To of ram 9. Maximum slopes of adjoining gutters, the road surface immediately flowline p P 4 --0 Mln adjacent to the curb ramp or accessible route shall not exceed Rounded j 5 percent within 4' -0" of the top and bottom of the curb romp. See Note 9 p 2% Max E-- 10. Curb ramps shall have a detectable warning surface that extends 8.33% Max -the full width and 3' -0" depth of the ramp. Detectable Warning SECTION A-A Surfaces shall conform to the details on this plan and the t ' th 5 I P ' ' Crosswalk if provided DETAIL B see TYPICAL ONE -RAMP Note ,4 CORNER INSTALLATION see See Notes 1 and 3 Note 9 Gutter flowline � vyui� ci i �c� � �a n i u is .�Ncc:it�� r� vvis�Vr1s. 11. The edge of the detectable warning surface nearest the street Gutter Retaining curb shall be between 6" and 8" from the gutter flowline. flowline if necessary To of ram 12. Sidewalk and ramp thickness, "T", shall be 3Y" minimum. Top p 4'-0" Min Rounded 13. Utility pull boxes, manholes, vaults and all other utility facilities within the boundaries of the curb ramp will be relocated or T adjusted to grade by the owner prior to, or in conjunction with, 8.33 Max 2%° Max �j curb ramp construction. \ See Note 9 SECTION 13-13 14. For retrofit conditions, removal and replacement of curb apron Depress entire sidewalk as required will be at the Contractor's option, unless otherwise shown on project plans. Retaining 1,67" to 2.35" 0 0 (0) curb if Center to necessary center spacing G (Jp (D 0 0 0 \See 2% MO7 ~� RAISED TRUNCATED DOME Notes SECTION C -C PATTERN IN -LINE) Approximately ?y DETECTABLE WARNING SURFACE See Note 10 STATE OF CALIFORNIA � GROOVING .DETAIL DEPARTMENT OF TRANSPORTATION CURB RAMP DETAILS NO SCALE RETROFIT DETAIL Existing curb and sidewalk • * .,►. N 0) CD_ 111111111110111111111114 D Z v D v z D S°o D 2- 27--08 z ' Z t� In d w .g /�\NEEa *\ co > -6 maoft C5 CJ 8. z it SID *8 �o w 1002 M MLi mw z 0 Z w clo 0 w o � � w Q r M � M 0 LI (na00 1 1 LL to to M W CL w aye LU M � (0 to m< so to =5 F w = � CY m LU • • X• 0 < w ¢ w 0) iii M }_ LL U U m iJ l.l m tY co a. Q.. L C1 ut1 J co T o Zvi z = S� z CL to W W N E8� W CL C 00 v" N g �p � � r mama" PLOT DATE: JOB NO.: 050309 FILE NAME: 050509 --12- PAN= -ST BCALE: NOT : TO SCALE NOT` TO SCALE SHEET NO.: _ OF ° i /�\NEEa *\ co > -6 maoft C5 CJ 8. z it SID *8 �o w 1002 M MLi mw z 0 Z w clo 0 w o � � w Q r M � M 0 LI (na00 1 1 LL to to M W CL w aye LU M � (0 to m< so to =5 F w = � CY m LU • • X• 0 < w ¢ w 0) iii M }_ LL U U m iJ l.l m tY co a. Q.. L C1 ut1 J co T o Zvi z = S� z CL to W W N E8� W CL C 00 v" N g �p � � r mama" PLOT DATE: JOB NO.: 050309 FILE NAME: 050509 --12- PAN= -ST BCALE: NOT : TO SCALE NOT` TO SCALE SHEET NO.: _ OF ° i PLOT DATE: JOB NO.: 050309 FILE NAME: 050509 --12- PAN= -ST BCALE: NOT : TO SCALE NOT` TO SCALE SHEET NO.: _ OF ° i