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HomeMy WebLinkAbout1.1-6426 PH 1 Revision 2GENERAL NOTES 1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS. 2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF THE REQUIRED COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT, 3. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCATION OF SEWER LATERAL. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN AT LEAST 24 HOURS NOTICE, THE SECTION MAY BE NOTIFIED AT (661)326-3049. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION PAVING. 6. STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE AND WHERE THEY HAVE BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS AND SIGNS ARE PROPERTY INSTALLED PER C.O.B. STD. NO. ST -14 & T-1. 7. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN 6" FROM BACK OF SIDEWALK. 8. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B MODIFIED) FOR ALL LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE;' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 9. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE;' OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 10. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM-REFIINED PAVING ASPHALTS;' IN SECTION 92-1.02, "GRADES;' OF THE STANDARD SPECIFICATIONS. 11. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH THE CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE. IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER, 12. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE;' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BY OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH THE CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D-2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE;" OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 13. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 14. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE;' OF THE STANDARD SPECIFICATIONS SHALL BE MET. 15. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO THE PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND LIMITS OF CONSTRUCTION, 16, PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY ENGINEER, 17. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 18, WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FEET OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE, SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 19. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FEET, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE. OPENED TO PUBLIC TRAFFIC, AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES, SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 20. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED. BY ASTM D-2041 IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 21. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 22. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 909 OR MORE THAN 967,' THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 23. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN THE TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 24. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY TO ENLARGE THE GRINDING AREA SO THAT THE LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL T0, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORMRFA SU CE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION C ON 42-2.02, "CONSTRUCTION;' OF THE STANDARD SPECIFICATIONS. AFOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY ENGINEER. 25. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET RIGHT OF WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT. A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK TO BE PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT, 26. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK." 27. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) CALIFORNIA CODES. DATc WL SEKArA 4om-TT Vvf i `+ <LtJGwGia DktT TSM F.C.E. 4Co185 CITY OF BAKERSFIELD TRACT NO. 6426 PHASE NO. 1 Street Improvement Plans SHEET INDEX I wIII-VIII =200 C.O.B. STANDARDS - D -16 GUTTER DEPRESSIONS X200' ?00' ST 1. COVER SHEET ST -3 2. INDEX MAP 16' RESIDENCE DRIVEWAY ST -13 3. PLAN AND PROFILE - PALADINO DRIVE -17 4. PLAN AND PROFILE - PALADINO DRIVE BAKERSFIELD DATE 5. PLAN AND PROFILE - RIVANI DRIVE .9,469 6. PLAN AND PROFILE - BROWN HILLS DRIVE/ CALTRANS A73C BARRICADE TYPE III EA Note: E 0411- � EA RED LEAF WAY Line type denotes a retaining wall 7. PLAN AND PROFILE - WILDFLOWER STREET 8. PLAN AND PROFILE - HILLS VIEW DRIVE 9. PLAN AND PROFILE - BOUNTIFUL HILLS DRIVE 10. PLAN AND PROFILE - HERCULES STREET 11. PLAN AND PROFILE - RED HAWK COURT 12. PLAN AND PROFILE - JACK RANCH COURT 13. PLAN AND PROFILE - CURVY HILLS DRIVE ,ROFESSt FpN L. G leF 14. TYPICAL CROSS SECTION & DETAIL SHEET o 082485 �'�m, 15. TRAFFIC SIGNS AND STRIPING PLAN I wIII-VIII =200 C.O.B. STANDARDS - D -16 GUTTER DEPRESSIONS X200' ?00' ST -1 TYPE B CURB AND GUTTER ST -3 5' COMBINATION TYPE SIDEWALK ST -4 16' RESIDENCE DRIVEWAY ST -13 SURVEY MONUMENT ST -14 5,800 OR 9,500 LUMEN STREET LIGHTS (AS INDICATED) ST -17 12' WIDE CONCRETE CROSS GUTTER ST -18 TYPE "M" MEDIAN CURB T-1 BAKERSFIELD DATE STREET NAME SIGN T-18 12-31-07 TYPICAL MEDIAN END DETAIL AT INTERSECTION W/ LOCAL STREETS T-33 .9,469 CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS T-34 *14,0691 TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULL BOXES CALTRANS RSP-A88A HANDICAP RAMP (CASE A) CALTRANS A73C BARRICADE TYPE III EA Note: E 0411- � EA Line type denotes a retaining wall outside of the ROW. K ON APP 0 -- _02t,CC DATE �N . HA6S1ROM R.C.E.,_76()(7 EXP, 6-30-09 PkOJ'ECT ENGINEP2 DATE MARIAN P SHA R.C,E. 32714 EXP 1231-04 E NGOJtEK IV A REVISIONS TO THE PAVEMENT S$11DN DUE TO THE USE OF PLYASH TREATMENT, CAUSI NG AN INCREASE m THE R-VALHe5. 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/OR 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 KNOPF HAD PERFORMED THE STAKING WORK. PALADINO DR. BENCHMARK 'qRK PROJECT LOCATION 0 PAMA Z 'z 0 N AUBURN ST. HWY. 178 VICINITY MAP NTS ff4N# ATO l ► (P TOP CONIC. MONUMENT AT MORNING DR AND EAGLE RIDGE ELEV.=782.18 PER CITY OF BAKERSFIELD BENCH MARK BOOK, USGS DATUM. CIN OF BAKERSFIELD ® LF TR FF'IC�ENGI�N EER DATE STANDARD TYPE SIDEWALK 72,165 �fLi o7 IS PUBLICWORKS DIRECTOR DATE ITY BAKERSFIELD EA APPROVED BY: 4 EA, MISCELLANEOUS SIGNS g PU C WORKS DIRECTOR - CITY OF BAKERSFIELD DATE RAUL M. ROJAS, R.C.E. 39880 - EXP. 12-31-07 MATERIALS LIST CITY STD. TYPE "B" CURB & GUTTER 13,535 LF CITY STD. TYPE "M" CURB & GUTTER 493 LF STANDARD TYPE SIDEWALK 72,165 SF RESIDENTIAL DRIVEWAY APPROACH 99 EA STREET NAME SIGNS 22 EA STOP SIGNS 4 EA, MISCELLANEOUS SIGNS 54 EA SiREEI LIGHTS 21 EA 22 EA .9,469 TONS *14,0691 Cy 35 EA 21 EA ENGINEERS CERTIFICATE *TO BE VERIFIED UPON COMPLETION OF FINAL R -VALUE TESTING I HERE BY 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 D ORY A GENCY 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. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES' AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY, EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED OR REMOVED DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A. MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR. SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. 0 a m < a - `O o z x " o T V a cu m 0 LLT ,^ T V/ T uj C M z C o- Z O Z Z J Z V LU wF- 0 a� X W Uo°cw f" m coaw ZCO m W = �Ww FF -0U DATE: 050426 FILE NAME: 050426 -01 -02 -CV -ST SCALE: AS SHOWN SHEET NO.: OF 15 i /_ / /%,-/ / ME, i MWY Mat .-m mo aiHY NPYY,.. RRM ME, EM ME, i i "a i i <� i i i H� i M. ME, WOE i i ?9tiY i i VfW _i i i - ,. 1•E w® IMP—MM ";� i wo i i , Mom i i i IIIA i m� i Mmw" i i� !l Cl - x n14 x . �' .•*' . -k x ac: � �. � R x z v PALIADIN xDRIV AD - DRIVE -S x a x - S � r � SHEET �°� PAL INO RI H ET".4 n - — ��o� U, - - _ - M� REM p MM ME MM MEN No REER MM EMP OR Eff 7M _I ids` 29 i iONi 30 iMEi 31 iMEi 32 iMEMIN 33I i 25 24 24 I I 17 MIN IME i NEW 18i i 19 E REM 20 MM MER MER 21i REM i i MM ME MM MEN No REER MM EMP REM i i i i r ME 29 i iONi 30 iMEi 31 iMEi 32 iMEMIN 33I i 1+1110 ism i i i a a M V i i< I i I 34MER I In �1 I I 35 S =----------- 36�- �� • TILLS VIEW DR- SHFFT 'I 76 ' r M Yui: NtlY �t �� i W. iIME WEREi MEN MEN MM 77 7 S 96 I 75 / •1 Y �o / ' 16 REM Ull 74 ui Pi 95 cr- /—T - - - - - - - - x T 37 I I I r I I I 38` ' --- ----- ------ I I NJ I I I 39 I I I I I I I y� w x iI ------------- LL 40 Aq LL I !/i3 ! r RED — — — I e, II / ! Jac, ! Iw I 92 I 93 , ! O� !1 > I 41 M1�tibi /--rLL ARM----- 194ARM IME MM` O /72 ' i 1 4044b, 14Q I Q13 12 11 1� I I 1 ' J ♦ 2 I J I 42 M 1 4OF 4 43 1 I L cr MIM MEN NOW MR MEN MM WERE I ... _ftft` / ' 69 ' / ` i i i i i iIi Im �x 44% 40 68 #4F \ ` — _ — — — ;0 -------------- CU ES ..STREET 1 a QMI 52 —i mom mom —I— -- MER o �'�/ i 49 r� .«�� � /r� �� � � 48 47 46 � i i /,iii , Al, 66 ' 53 PPR „ , f .40 ,. 65 54 x — T 64 /J 55 '0 , /// e3 / 56,z i----� //rr �riFr / wee------------- /i�' r/y 62 57 iii' r J� rfi' <� � —T---- '// < 58 60' 0' 60' /// / 61 ! SCALE: i"= 60''4t59 INDEX MAP i i i i i iREM i i i i i I i 26 25 24 24 I I 17 MIN IME i NEW 18i i 19 E REM 20 MM MER MER 21i REM i i I /—T - - - - - - - - x T 37 I I I r I I I 38` ' --- ----- ------ I I NJ I I I 39 I I I I I I I y� w x iI ------------- LL 40 Aq LL I !/i3 ! r RED — — — I e, II / ! Jac, ! Iw I 92 I 93 , ! O� !1 > I 41 M1�tibi /--rLL ARM----- 194ARM IME MM` O /72 ' i 1 4044b, 14Q I Q13 12 11 1� I I 1 ' J ♦ 2 I J I 42 M 1 4OF 4 43 1 I L cr MIM MEN NOW MR MEN MM WERE I ... _ftft` / ' 69 ' / ` i i i i i iIi Im �x 44% 40 68 #4F \ ` — _ — — — ;0 -------------- CU ES ..STREET 1 a QMI 52 —i mom mom —I— -- MER o �'�/ i 49 r� .«�� � /r� �� � � 48 47 46 � i i /,iii , Al, 66 ' 53 PPR „ , f .40 ,. 65 54 x — T 64 /J 55 '0 , /// e3 / 56,z i----� //rr �riFr / wee------------- /i�' r/y 62 57 iii' r J� rfi' <� � —T---- '// < 58 60' 0' 60' /// / 61 ! SCALE: i"= 60''4t59 INDEX MAP T� I I I f 60 f�� ------L---- �%� R } 0 o - w n a a o a a o m a. Y c a �� V 0 T- V� m W W a �n az z O is �L x Wz >G� F- E w x Vj W ,0 22 Nva W VLu IXF-W Z PLOT DATE: JOB NO - 050426 FILE NAME'. 050426 -01 -02 -CV -Si SCALE: 1"-60' SHEET NO.: 2 OF 15 1, /-by2�, .,e T� I I I f 60 f�� ------L---- �%� R } 0 o - w n a a o a a o m a. Y c a �� V 0 T- V� m W W a �n az z O is �L x Wz >G� F- E w x Vj W ,0 22 Nva W VLu IXF-W Z PLOT DATE: JOB NO - 050426 FILE NAME'. 050426 -01 -02 -CV -Si SCALE: 1"-60' SHEET NO.: 2 OF 15 1, /-by2�, D=Rff as AVAT arc CAU • ETSA 1-e00-W-2enn 770 760 750 740 770 760 750 740 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 10' GENERAL NOTES TRANSITION TAPER DATA LEGEND CURVE DELTA LENGTH OFFSET FROM CONSTRUCTION CENTERLINE STA MED14N CURB CURB k GUI FL FUTURE 12+84.72 11.00' RT 54.00' RT. 12+89.72 10.91' RE. 54.13' RT. 12+94.72 10.66' RT 54.34' RT. 12+99.72 10.23' RT. 54.62' RT. 13+04.72 9.62' RT. 54.99' RT. 13+09.72 8.85' RT 55.43' RT. 13+14.72 7.91' RT 55.95' RT. 13+19.72 6.79' RL 56.55' RT. 13+24.72 5.45' RT 57.23' RT. 13+64.72 3.50' LL 61.50' RT. 13+69.72 4.79' LT. 62.09' RT. 13+74.72 5.91' LT. 62.59' RT. 13+79.72 6.85' LT 63.02' RT. 13+84.72 7.53' LT. 63.37' RT. 13+89.72 8.23' LT 63.65 RT. 13+94.72 8.66' LT 63.84' RT. 13+99.72 8.91' LT 63.96' RT. 14+04.72 9.00' LT 64.00' RT. GENERAL NOTES CURVE TABLE LEGEND CURVE DELTA LENGTH RIDIUS C18 85'30'44" 44.77' 30.00' C19 95'49'1 I" 50.12 30.00' GENERAL NOTES CONSTRUCTION NOTES LEGEND 1. All STATIONING IS BASED ALONG STREET OA - CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 BC BEGINNING OF CURVE LC LENGTH OF CURVE VC VERTICAL CURVE CENTERLINE UNLESS OTHERWISE NOTED. BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE CALTRANS STANDARD RAMP RSP-A88A OB - CONSTRUCT WHEELCHAIR RAMP, PER CALTRANS STD. RSP-A88A CASE A BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION s DIRECTION OF GUTTER FLOW 2. ALL CATCH WIN OPENINGS TO BE 4PER CITY CB CATCH BASIN POC POINT ON CURVE ° EXISTING PAVEMENT OF BAKERSFIELD STD. 0-14. © - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STO. T-1 DEP DEPRESSION PRC POINT OF REVERSE CURVE -G - EXISTING GAS UNE EC END OF CURVE PNC POINT OF VERTICAL INTERSECTION W- EXISTING WATER UNE 3. INSTALL SURVEY MONUMENTS PER CITY OFD O - E MEDIAN RB, PER CITY OF BAKERSFIELD STD. S7-18 INSTALL TWM CU ECR END CURB RETURN POC POINT ON CURVE EXISTING SURVEY MONUMENT BAKERSFIELD STANDARDS 57-13 (UNLESS ELEV. ELEVATION POVC POINT ON VERTICAL CURVE PROPOSED SIDEWALK OTHERWISE NOTED) AT All INTERSECTIONS OF OE - INSTALL STANDARD 12' WIDE CONCRETE CROSS GUTTER PER CITY OF BAKERSFIELD STD. Si -17 EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION OO PROPOSED SURVEY MONUMENT STREET CENTER LINES AND AT All BEGINING AND INSTALL 5,800 LUMEN STREET UG14T PER CITY OF BAKERSFIELD STD. ST -14 (p00.Op) EXISTING ELEVATION Ri FITR/W RIGHT STREET LIGHT ENDINGS OF CURVES. OF - FL FLOW UNE RIGHT OF WAY STREET SIGN 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT © - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERSFIELD STD. ST -4 GB GRADE BREAK 0.00% SLOPE, W FOOT PER FOOT I TRAFFIC SIGN INV. INVERT STA STATION WIN. 24 FT SECONDARY ACCESS DRIVE - DRIVEWAY CENTERUNE. O - INSTALL TRAFFIC SIGN PER SHEET 15 L7 LEFT TO TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY 5. RAISE EXISTING SANITARY SEWER, STORM TRAIN, OJ - PROTECT SIGN IN PLACE AND WATER MANHOLES TO FINISH GRADE. © - INSTALL TWE B CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 Q - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 ON - INTERCONNECT CONDUIT AND PULL BOXES PER CITY OF BAKERSFIELD STD. T-34 Op - INSTALL TWE III BARRICADE PER CALTRANS STANDARD PUN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWLINE i0 FLOWLINE. © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 N ;1 a NV ., U 19 � ,• INV 1 I t Nt INV 15' IN, f i !L' I INV_ W. O2i96J NOTE INV I5" IN, N.(71005) SEE TRAFFIC STRIPING PUN ON SHEET 16 ,� STREET CENTERLINE STA„ 16+74.72 y� I ey WCUT EXISTING FyWURE MEDIAN AND TRACT BOUNDARY _°' P IAO a. , 'T' „2STA. 12+50.00, :a0'. LT ''� �bFVCENTERLINEMENT 7' ORTN" � Q��� ,,� (Z A_ +1 �1 � 1 2"0 WATERLI .P q01 `. n`... 7° may, y RIV.dNI DRIVE STA 70+0000 Y -�� - P BEGIN IMPROVEMENTS C5 ' +80- - i l3 00- 7 74-h - c- -- _-}6 - -'- _. 17rt00' _ 1 w ts 9+00 - S,' fY+00(- ''� 12 - - `t �T - -�'"±? --- --1 -- N89'46 20 E 674 72 - - �T ._ N89'46 27E 501.53 - lz -. y, s' m WATER VALVES STA. 9+99.93 48.82' R7 , - T RELOCATED ^ -- .'- � BEGIN IMPROVEMENTS BY OTHERS .' m to ^ W 48' 48.82' oa k o c 54' n o¢ 84' o o NRELOCATE 54 -STA. 17+51.41, z NJ TO BE RELOCATED STA. 71+30.57 M` STA. 12+03.79 gl °' w n! + ! '�� S -.mr k 52.52' + GB n "� ,. <� 70.03' "T "i (BY OTHERS) i SQA 18+00.00, Ul BY OTHERS 51.20' RT GB L Q c� 0 12 - STA. 6+01 92 4 x WATIR ITS er °' �� _ - ,64_00 RT BCRIlk H _ STA 1 �Y7 50� STA. 9+54.72, 48'RT y H P H N - ... - , , - �. -078 ANGLE POINT 41.18' BACK OF WALK R/W STA. 12+50.00, 61 RT 38' C19 B /2"0 WATERLINE STA. 14+04.72 20' CITY TRAIL P � 15+98.39, 71.47' RT N FUTURE CUR STA. i f+03.63 58.11' RT CITY TRAIL SEE SEE TAPER 64.00' ftT GB M AND GUTTER L M 418H8 LANDSCAPING PUNS TRANSITION DATA SEE LANDSCAPING PUNS 41 H C B H M 3 m STA. 16+31.76, \ I m m SCREEN WALL o 0 o M o 0 0 0 fK o m 6 SEE WALL PLANS P T o o + H 38 � P 50' W TRACT BOUNDARYZ a x n < ¢ ~ 28 TL'. BEGIN PHASE 1 � y ti � a y y y ut I .; 110' L IMPROVEMENTS 88 87 86 85 84 83 82 81 80 RIVANI DRIVE PALADINO DRIVE STA. 10+00.00 - 18+00 SEE SHEET 5 SEE SHEET 14 FOR STREET CROSS SECTION CENTERLINE -. m w w -2.12% �� �$ oo v 760 `~ _ FINISH GRA -2.19% m w w n _.. W /1 0 OCL �. W _a. O _ - rcm a � h N o !` W + oh c Y w m 750 m �� ca -- __ Q d c p 740 r W 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 W a p 2' aZa SOUTH FLOWLINE e ' 0 Q n aaz z a m f�_ WWg m� hm m 770 /V� = wLua +n= +.O mom. w -------- _.. O CIL J N� .na +. _ w W r on n U N K r EXISTINIGRADE ^ vjN d mwm W +pal mC0 -2.09%--� _---__ Nw ¢�W �a� z K m W g e ccm_ z.$D%_y --__-- NWm +�� W �� W o 760 w W Q PROPOSED FINISH d00%-� --... - - - _ - _ �y o - -' m ^ h m O w q CI O SOUTH FL y _.. _. -3.0 --_.- +n mn ow S z �. � N Via ----- a �h o, _ 750 + �nw mw DATE: `570.2 - Q JOB NO.: - ' -.. 050426 50.12 44.7 740 FILE NAME: LC'. 050426-03-04-PAL-SSSD .i SCALE: 1"-40' L. 1"-10' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SHEE` NO 3 OF 15 -04-PAL-SLewg 4/3/2007 10:44:00 AM PDT -�y�� w ooa s h s 770 ° ^ EXISTING GRADE -. m w w -2.12% �� �$ oo v 760 `~ _ FINISH GRA -2.19% m w w n _.. W /1 0 OCL �. W _a. O _ - rcm a � h N o !` W + oh c Y w m 750 m �� ca -- __ Q d c p 740 r W 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 W a p 2' aZa SOUTH FLOWLINE e ' 0 Q n aaz z a m f�_ WWg m� hm m 770 /V� = wLua +n= +.O mom. w -------- _.. O CIL J N� .na +. _ w W r on n U N K r EXISTINIGRADE ^ vjN d mwm W +pal mC0 -2.09%--� _---__ Nw ¢�W �a� z K m W g e ccm_ z.$D%_y --__-- NWm +�� W �� W o 760 w W Q PROPOSED FINISH d00%-� --... - - - _ - _ �y o - -' m ^ h m O w q CI O SOUTH FL y _.. _. -3.0 --_.- +n mn ow S z �. � N Via ----- a �h o, _ 750 + �nw mw DATE: `570.2 - Q JOB NO.: - ' -.. 050426 50.12 44.7 740 FILE NAME: LC'. 050426-03-04-PAL-SSSD .i SCALE: 1"-40' L. 1"-10' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SHEE` NO 3 OF 15 -04-PAL-SLewg 4/3/2007 10:44:00 AM PDT -�y�� BAMRS Z AVAIV c CALL • ERYA 1-800-2e?-Zaw 750 740 730 720 750 740 730 720 40' D' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 10' GENERAL NOTES CONSTRUCTION NOTES LEGEND 1. ALL STATIONING IS BASED ALONG STREET OA - CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 BC BEGINNING OF CURVE LC LENGTH OF CURVE VC VERTICAL CURVE CENTERLINE UNLESS OTHERWISE NOTED. BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE CALTRANS STANDARD RAMP RSP -A884 QB - CONSTRUCT WHEELCHNR RAMP, PER CALTRANS STD. RSP-PBBA CASE A 2. All CATCH BASIN OPENINGS i0 BE 4PER CITY BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW ' OF BAKERSFIELD STD. D-74. ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD CATCH BASIN POC POINT ON CURVE EXISTING PAVEMENTELD SID. 7-7 DEP DEPRESSION PRC POINT OF REVERSE CURVE -G- EXISTING GAS LINE 3. INSTALL SURVEY MONUMENTS PER CITY OF QD - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERSFIELD STD. ST -18 EC END OF CURVE PIVC POINT OF VER71CAL INTERSECTION W- EXISTING WATER LINE BAKERSFIELD STANDARDS ST -13 (UNLESS ECR END CURB RETURN POC POINT ON CURVE EXISTING SURVEY MONUMENT OTHERWISE NOTED) AT ALL INTERSECTIONS OF QE - INSTALL STANDARD 12' WIDE CONCRETE CROSS GUTTER PER CITY OF BAKERSFIELD STD. ST -17 ELEV. ELEVATION POVC POINT ON VERTICAL CURVE PROPOSED SIDEWALK STREET CENTER LINES AND AT All BEGINING AND EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION OO PROPOSED SURVEY MONUMENT ENDINGS OF CURVES. QF - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD SID. ST -14 (000.00) EXISTING ELEVATION PT RIGHT STREET LIGHT FL FLOW LINE R/W RIGHT OF WAY STREET SIGN 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT © - CONSTRUCT 16 FF RESIDENCE DRIVEWAY PER CITY OF BAKERSFIELD M. S7-4 GB GRADE BREAK 0.005 SLOPE, IN FOOT PER FOOT III TRAFFIC SIGN DRIVEWAY CENTERLINE. INV. INVERT STA STATION fr''.. 24 FT SECONDARY ACCESS DRIVE - QH - INSTALL TRAFFIC SIGN PER SHEET 15 LT LEFT TC TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER MANHOLES TO FINISH GRADE. QJ - PROTECT SIGN IN PUCE © - INSTALL TYPE B CURB AND GUTTER PER CIN OF BAKERSFIELD SID. ST -1 Q - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 ON - INTERCONNECT CONDUIT AND PULL BOXES PER CIN OF BAKERSFIELD STD, T-34 QO - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWUNE i0 FLOWLINE. © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CIN OF BAKERSFIELD STD. ST -3 I STREET CENTERLINE BAWCUT EXISTING PAVEMENT STA. 21+76.25 PALAOINO AND TRACT BOUNDARY " STA 20+ 4.43 1.04'RT STA. 20+7654 STA. 20+34.87 C C �`� o%�TSTA :' Q;, NOTE: "� - 7 NORTH OF CENTERLINE BEGIN MEDIAN 10.86' Li BOUNTIFUL HILLS ^go STA. 22+27.93, ^rye SEE TRAFFIC STRIPING PLAN ON SHEET 16 V �.\ E r' CONSTRUCTION L >' a F Q� �1 �srA. io+BesD' D'EOF1 2"0 WATER LINEEXSTING PAVEMENT968 IN2" SLEEVE^W -7e23+16.26aaT9+ee- ao0 0 - +00 - - s6 �-23+00�`4-24+60 - -� 25+00 - --------+-----------�- +-_ N89'46' 1.53' C64 N89 -46'20"E 140.01' 33 r - W C _ ONE-WAY MEDIAN H _ 6N _ PROPOSED MEDIAN W ( FUTURE MEDIAN 68 co PER CITY 0 H 57A'2L 2 0I STA 23+16.26 FROM TRACT 6338 W STA. 18+00.00 60' 54' STD. T-8 D 57q. 27+68.88 R STA. 22587 0I �'' NI m +� F 1 1 BAKERSFIELD STA. ' ITT 68 ^� of -Sc MANHo�E Z ::In,_. 12.78' RT 11.71' RT °j STA 22+25.87 N RELOCATE-WnTEF Ar ,Es 53. FIT B87, J F'rZI . RT FL �, L 53.44' RT BCR N 52 54 RT ECR BY OTHERS L H _ C4 H ---- e --- -�ry R 0 377 C7 P STA. 23+76.22 �'L,y, - 16' STA. 20+64.72 H 5900' R7 END P EI I :3 °' SCREEN WALL m 54.00' RT GB M TA. 21+19.34, STA. 23+13.22 w CURB,GUTFER & o M SEE WALL PUNS N ANGLE POINT C 55.96' RT CB e�; TAPER + + + STA. 20+88.50, m 41HJ7 H R/W +fib \ '� I STA. 21+56.14 d ¢ d < 2'Y WATER LINE +++ 83.48 RT ECR 20-20 STA. 21+96.14 34 �,i3 TRACT BOUNDARY tRACT 6338 IN IN 2" SLEEVE o y1 z END PHASE 1 28 30 31 32 33 A 60 A82.49 R7 BCF IMPROVEMENTS v N BOUNTIFUL HILLS DRIVE SEE SHEET 9 PALADINO DRIVE STA. 18+00.00 - 24+16.26 SEE SHEEP 14 FOR STREET CROSS SECTION CENTERLINE 8� I o ��m It d� N 750 ¢ mNNA, W mn UaNeeJ "L co W FINISH GRADI L F + I -- 740 a co N U-12 N n W N NK I W ti� N U2 'J-.3CO7X - - _ �, w W EXISTING G E _ 730 L s 'p w Co a w cI 720 I Lu 18+00 19+00 20+00 21+00 22+00 23+00 24+00 N ' a ui Lu = LL ca e% SOUTH FLOWLINE O a g a z("a6 �M T JZZ +a W W 750 �/ E a X w W U o s U>> W '¢¢ Sg .-. ^� n W ..50.39 402 I_. _. - S md♦� co O - me vim ^m h m v F� n �m o� G N, 740 Z < Z O - - On +h vt 2h < UN Nn u0� ~ ~O - _.. W O PRO SED FINISH __3 OR-, - - - a ¢ N m n W u. - -. i W W Q N .-n IN II (A � GRADE SOUTH FL y w � W Q N m o U W + w Nq + Nry dZi rim - h N EXISTING GRACE M $ 1-0F) oCIL 730 6a W o CURVE TABLE CURVE DELTA LENGTH RADIUS C4 8'0154" 50.39 359.48' C5 8'0153' 40.27' 287.28' C16 89'2409' 46.81' 30.00' C17 90'35'51' 47.44' 30.00' C64 1832820" 37.87' 11.83' C65 4,V09 IS 1.54 2.00' C66 45'16 19' 47.41' 60.00' C67 180'0000' 3.14' 1.00' C68 180'00'00" 3.14' 1.00' GENERAL NOTES CONSTRUCTION NOTES LEGEND 1. ALL STATIONING IS BASED ALONG STREET OA - CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 BC BEGINNING OF CURVE LC LENGTH OF CURVE VC VERTICAL CURVE CENTERLINE UNLESS OTHERWISE NOTED. BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE CALTRANS STANDARD RAMP RSP -A884 QB - CONSTRUCT WHEELCHNR RAMP, PER CALTRANS STD. RSP-PBBA CASE A 2. All CATCH BASIN OPENINGS i0 BE 4PER CITY BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW ' OF BAKERSFIELD STD. D-74. ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD CATCH BASIN POC POINT ON CURVE EXISTING PAVEMENTELD SID. 7-7 DEP DEPRESSION PRC POINT OF REVERSE CURVE -G- EXISTING GAS LINE 3. INSTALL SURVEY MONUMENTS PER CITY OF QD - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERSFIELD STD. ST -18 EC END OF CURVE PIVC POINT OF VER71CAL INTERSECTION W- EXISTING WATER LINE BAKERSFIELD STANDARDS ST -13 (UNLESS ECR END CURB RETURN POC POINT ON CURVE EXISTING SURVEY MONUMENT OTHERWISE NOTED) AT ALL INTERSECTIONS OF QE - INSTALL STANDARD 12' WIDE CONCRETE CROSS GUTTER PER CITY OF BAKERSFIELD STD. ST -17 ELEV. ELEVATION POVC POINT ON VERTICAL CURVE PROPOSED SIDEWALK STREET CENTER LINES AND AT All BEGINING AND EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION OO PROPOSED SURVEY MONUMENT ENDINGS OF CURVES. QF - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD SID. ST -14 (000.00) EXISTING ELEVATION PT RIGHT STREET LIGHT FL FLOW LINE R/W RIGHT OF WAY STREET SIGN 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT © - CONSTRUCT 16 FF RESIDENCE DRIVEWAY PER CITY OF BAKERSFIELD M. S7-4 GB GRADE BREAK 0.005 SLOPE, IN FOOT PER FOOT III TRAFFIC SIGN DRIVEWAY CENTERLINE. INV. INVERT STA STATION fr''.. 24 FT SECONDARY ACCESS DRIVE - QH - INSTALL TRAFFIC SIGN PER SHEET 15 LT LEFT TC TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER MANHOLES TO FINISH GRADE. QJ - PROTECT SIGN IN PUCE © - INSTALL TYPE B CURB AND GUTTER PER CIN OF BAKERSFIELD SID. ST -1 Q - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 ON - INTERCONNECT CONDUIT AND PULL BOXES PER CIN OF BAKERSFIELD STD, T-34 QO - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWUNE i0 FLOWLINE. © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CIN OF BAKERSFIELD STD. ST -3 I STREET CENTERLINE BAWCUT EXISTING PAVEMENT STA. 21+76.25 PALAOINO AND TRACT BOUNDARY " STA 20+ 4.43 1.04'RT STA. 20+7654 STA. 20+34.87 C C �`� o%�TSTA :' Q;, NOTE: "� - 7 NORTH OF CENTERLINE BEGIN MEDIAN 10.86' Li BOUNTIFUL HILLS ^go STA. 22+27.93, ^rye SEE TRAFFIC STRIPING PLAN ON SHEET 16 V �.\ E r' CONSTRUCTION L >' a F Q� �1 �srA. io+BesD' D'EOF1 2"0 WATER LINEEXSTING PAVEMENT968 IN2" SLEEVE^W -7e23+16.26aaT9+ee- ao0 0 - +00 - - s6 �-23+00�`4-24+60 - -� 25+00 - --------+-----------�- +-_ N89'46' 1.53' C64 N89 -46'20"E 140.01' 33 r - W C _ ONE-WAY MEDIAN H _ 6N _ PROPOSED MEDIAN W ( FUTURE MEDIAN 68 co PER CITY 0 H 57A'2L 2 0I STA 23+16.26 FROM TRACT 6338 W STA. 18+00.00 60' 54' STD. T-8 D 57q. 27+68.88 R STA. 22587 0I �'' NI m +� F 1 1 BAKERSFIELD STA. ' ITT 68 ^� of -Sc MANHo�E Z ::In,_. 12.78' RT 11.71' RT °j STA 22+25.87 N RELOCATE-WnTEF Ar ,Es 53. FIT B87, J F'rZI . RT FL �, L 53.44' RT BCR N 52 54 RT ECR BY OTHERS L H _ C4 H ---- e --- -�ry R 0 377 C7 P STA. 23+76.22 �'L,y, - 16' STA. 20+64.72 H 5900' R7 END P EI I :3 °' SCREEN WALL m 54.00' RT GB M TA. 21+19.34, STA. 23+13.22 w CURB,GUTFER & o M SEE WALL PUNS N ANGLE POINT C 55.96' RT CB e�; TAPER + + + STA. 20+88.50, m 41HJ7 H R/W +fib \ '� I STA. 21+56.14 d ¢ d < 2'Y WATER LINE +++ 83.48 RT ECR 20-20 STA. 21+96.14 34 �,i3 TRACT BOUNDARY tRACT 6338 IN IN 2" SLEEVE o y1 z END PHASE 1 28 30 31 32 33 A 60 A82.49 R7 BCF IMPROVEMENTS v N BOUNTIFUL HILLS DRIVE SEE SHEET 9 PALADINO DRIVE STA. 18+00.00 - 24+16.26 SEE SHEEP 14 FOR STREET CROSS SECTION CENTERLINE 8� I o ��m It d� N 750 ¢ mNNA, W mn UaNeeJ "L co W FINISH GRADI L F + I -- 740 a co N U-12 N n W N NK I W ti� N U2 'J-.3CO7X - - _ �, w W EXISTING G E _ 730 L s 'p w Co a w cI 720 I Lu 18+00 19+00 20+00 21+00 22+00 23+00 24+00 N ' a ui Lu = LL ca e% SOUTH FLOWLINE O a g a z("a6 �M T JZZ +a W W 750 �/ E a X w W U o s U>> W '¢¢ Sg .-. ^� n W ..50.39 402 I_. _. - S md♦� co O - me vim ^m h m v F� n �m o� G N, 740 Z < Z O - - On +h vt 2h < UN Nn u0� ~ ~O - _.. W O PRO SED FINISH __3 OR-, - - - a ¢ N m n W u. - -. i W W Q N .-n IN II (A � GRADE SOUTH FL y w � W Q N m o U W + w Nq + Nry dZi rim - h N EXISTING GRACE M $ 1-0F) oCIL 730 6a W o -7,47A-� - •- 47.44' 46.81 " -2.42A - - - - - - - - PLOT DATE: LC N `-- JOB NO.: 050428 720 FILE NAME: 050426-03-04-PAL-SSSD SCALE: 1"-40• O' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 NO.: IVEMENTS STREETS 050426-03-04-PAL-SLdwg 41312007 10:44:00 AM POT 4OF15SHEET / l-CoN�Cv LEGEND BC BEGINNING OF CURVE LC LENGTH OF CURVE VC VERTICAL CURVE BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE 30.00' CALTRANS STANDARD RAMP RSP -A884 BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION 13'45'40" DIRECTION OF GUTTER FLOW CB CATCH BASIN POC POINT ON CURVE 1046.29 EXISTING PAVEMENT DEP DEPRESSION PRC POINT OF REVERSE CURVE -G - EXISTING GAS LINE EC END OF CURVE PNC POINT OF VERTICAL INTERSECTION W- EXISTING WATER UNE ECR END CURB RFEURN POC POINT ON CURVE ® EXISTING SURVEY MONUMENT ELEV. ELEVATION POVC POINT ON VERTICAL CURVE " ' PROPOSED SIDEWALK EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION ap PROPOSED SURVEY MONUMENT (000.00) EXISTING ELEVATION RT RIGHT STREET LIGHT FL FLOW LINE R/W RIGHT OF WAY STREET SIGN GB GRADE BREAK 0.009 SLOPE, IN FOOT PER FOOT TRAFFIC SIGN INV. INVERT STA STATION/`- 24 FT SECONDARY ACCESS DRIVE - LT LEFT TC TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY 770 760 750 740 730 770 760 750 740 730 GENERAL NOTES CONSTRUCTION NOTES 1. ALL STATIONING IS BASED ALONG STREET OA - CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. INTERCONNECT CONDUIT AND PULL BOXES PER CITY OF BAKERSFIELD STD. 7-34 CENTERLINE UNLESS OTHERWISE NOTED. ST -3 OO - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLN A73C WITH W-37 2. ALL CATCH BASIN OPENINGS PER CITY OF Q - CONSTRUCT WHEELCHAIR RAMP, PER CALTRANS STD, RSP-ABBA CASE A (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWUNE BAKERSFIELD STD. D-14. TO FLOWLINE ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. 7-1 3. INSTALL IELD ST MONUMENTS PER AL OF ©- CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. BAKERSFIELD STANDARDS Si -13 A7 ALL Op - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERSFIELD STD. 5T-18 Sr -3 INTERSECTIONS OF STREET CENTER LINES . P CPC" ' AND AT All BEGINING AND ENDINGS OF CURVES. Q - INSTALL STANDARD 12' WIDE CONCRETE CROSS GUTTER PER Cltt OF BAKERSFIELD ,1 V.; STD. ST -17 v50 lov p U� 4 RIVEWAYDENTIAL CENTERUNEEWAY STATIONING SHOWN AT O _ INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 QP s�+� OE(74. Hl g) © - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERSFIELD STD. ST -4 A. 37+4 86,\ T'p17gg'471 Q - INSTALL TRAFFIC SIGN Z 70.56 LT EC\� F(74672 PROTECT SIGN IN PLACE \ J� QJ M STA. 37+40.46 Br- ©- INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERSFIELD STC. ST -I 418H9L rOE(745 e1\ •:}7� INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 STA. 37+17.75 1' - x00 \ v QM 1< 38.00' LT BOB Os\`V` �•C19 \ / STA. 36+03.83 P �pCV4 qsi N\��SE \SAEE� 838+182 746, 3 G INSTALL 20' WIDE 79LT PCC,� / H T S 16+7472 foF; A \ 38' CRASH GATE SEE N PALADINO DRIVE WALL PLANS / STA 37+ 0 ' S x00 88 8. 7B. 3 RT6EC �cT ,4r yz BROWN HILLS DRIVE 25 EMERGENCY 25 25 50 110' SEE SHEET B ACCESS EASEMENT x/STA. 35+62.24 i B P 9 T 7 �� PAVED SAME AS i 48.2 4' LT 61 N 7�f` STA. 30+24.98, HILLS VIEW 418J2 ..Il a' STA 33+91.75 00 QA4r + 60' • -I LT BCR STA. 30+53.39 �. a[ 78 ' L PCC,GB 36+ L H F' M a+. s STA. 37+17.75, 43.36' LT .+ STA. 35+23.63 / DQ Oj� 65.77 LT ECR Y0 41814 ^ ' SCREEN WALL ,n 11 i STA 35+46.5552 6' 71' 50.00' RT GB A�v �{Vl� 20' 71 72 "+ SEE PHASE 7 73 a 37.27' L7 CB 37.43 'L7 G M H < WALL PLANS �P •• 25' DRAINAGE EASEMENT /,•/ F� STA. 29+51.54 34' LT BCR C v+ a / P / -' BEGIN CONSTRUCTION OF STA. 31+79.66 C H ��� 35+✓ 020 28 IMPROVEMENTS B P 35.18' LT BC C47 C46 _ - - . - . H C2 i _ _ - _ • r - C25 • • STA. 36+04.88 B H 34+0� STA. 35+23.59-. •. 45 TIO L STA. 32+73.00= - a- 83.04' 50.00' RT CB - NOTE: CONSTRUCTION STA. 30+55.14 STA. 1LES TO BOUNDARY 34.36' LT ECR HERCULES STREET 33+00 57A. 35+00.82 H 27 +SEE TRAFFIC STRIPING PLAN ON SHEET 16 93. 30+79.65 BC -1 �� 50.00' '1 PCC L 29+00 30+0 31+00 32+00 '� 11 _ +- N3 5' 11774.06' 11 - +- -� H i ' . \P . RIVANI DRIVE FROM CONSTRUCTED TO STA. 0 STA. 29+51. 75.04' �.J CITY O 54 K SF CONSTRUCTED BY THE STA. 30+06.92 STA. 30+05.59= 94.21' H GN G� CITY OF BAKERSFIELD AT A LATER DATE STA. N HILL 45 - 34' 34.20' RT CB G21 n �3 BROWN HILLS DRIVE 16 48' H C H 46.95" STA. 31+83.77 TTA. 32+76.97, L SCREEN WALL R/W 39.88' RT BCR B H o SEE PHASE I �- ... .. WALL PLANS - - C26 - 15 a TA. 29+51.54 34' R7 - - C4B BEGIN CONSTRUCTION STA. 30+00.83, B H 50.38' RT M i f OF IMPROVEMENTS R ANGLE POINT N n C I 418J3 1 + h m + `^° n STA. 32+10.79 STA. 32+48.22, q o + + 70.36' R7 ECR 20' 10' PS R3Fl7R6 JWAVAIM CAU • RU 1-800-ZV-2w 66 h 67 68 69 70 6 HERCULES STREET w SEE SHEET 10 RIVANI DRIVE STA 28+00.00 - 38+18.82 ao' o' 40' SEE SHEET 14 FOR STREET CROSS SECTION w HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 10' w WEST FLOWLINE ` 770 q low WI� 50.0' � L. �-� n_ ♦Zt. .mm.. �w oiN+ �' Wu� WN 102.28 760 v ---- > ZZ LC < O.^ a m r 3 Y 1 o R W 1Vi n W ti� +^ -. N _y Ev W M M .- ^ y. . V q + Vn -- ^ ^ h0 N M^ ..�� O 384 S N M q 750 C x R �1OR `-a -_._:--. ti '�� Y F �> 48.90' 1.38%' fn'' --_-_ '^'u_--_-'° mw LC LC - __ 1.5L ---. Q _-- - yL / z _ -�� ---- ' - _ 5.10% _ o - - >> EXIS7ING GRADE 204.55' -2.70X --- - 0.36.1 - �-- - - - - - - - � � � ®C/L LC 0.70% - - a z ^ w 3 PROPOSED Fl ISH 50LC 1T 740 u /'Y `J ^^ I.._ NI^ GRAD O FL Y NIN Iwo 730 N w I 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 W 28+ yW c CL 0) EAST FLOWLINE 0', ZaU0 770 = a a JZ� - o -v H2Z U � X E <wg �q 760 C4 No��� mW i.J3X i- Wo n v^ ^ vI uql, n,y' w 8 Z� e V:W::- -Lo 1.33 ' nr� N a +s + e +a 750 Ed .Ba�i ���. q^ - _ - - o^^ - EXISTING -. -1.87A m 0938 0.44F- TO_573.: _fy7� ro �' ® CIL 46.1 48.12'LC n '-.. 740 PLOT DATE: qq; N ...44.77' JOB NO.: P POSED'. FINISH * ^ LC 050428 N G ADE O T FL ^,, FILE NAME: - H 050426 -05 -RNA -ST 730 scAE: :.ao 00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 sHEE No.:5 of 15 CURVE TABLE CURVE DELTA LENGTH RADIUS CIS 85'30'44" 44.77 30.00' C19 9549'11" 50.17' 30.00' C20 13'45'40" 252.18' 1050.00' C21 12'50'01" 234.36 1046.29 C22 6'3139 109.60 962.00 C23 1744 44 204.21' 918.01 C24 36'3717 63916 1000.00' C25 13'09'59" 204 55' 890.15 C26 86'1025" 45.12' 30.00' C468734 03" 45.85' 30.00' C47 952320" 48.90' 30.00' C48 1 88.1000" 46.16' 30.00' 770 760 750 740 730 770 760 750 740 730 GENERAL NOTES CONSTRUCTION NOTES 1. ALL STATIONING IS BASED ALONG STREET OA - CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. INTERCONNECT CONDUIT AND PULL BOXES PER CITY OF BAKERSFIELD STD. 7-34 CENTERLINE UNLESS OTHERWISE NOTED. ST -3 OO - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLN A73C WITH W-37 2. ALL CATCH BASIN OPENINGS PER CITY OF Q - CONSTRUCT WHEELCHAIR RAMP, PER CALTRANS STD, RSP-ABBA CASE A (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWUNE BAKERSFIELD STD. D-14. TO FLOWLINE ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. 7-1 3. INSTALL IELD ST MONUMENTS PER AL OF ©- CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. BAKERSFIELD STANDARDS Si -13 A7 ALL Op - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERSFIELD STD. 5T-18 Sr -3 INTERSECTIONS OF STREET CENTER LINES . P CPC" ' AND AT All BEGINING AND ENDINGS OF CURVES. Q - INSTALL STANDARD 12' WIDE CONCRETE CROSS GUTTER PER Cltt OF BAKERSFIELD ,1 V.; STD. ST -17 v50 lov p U� 4 RIVEWAYDENTIAL CENTERUNEEWAY STATIONING SHOWN AT O _ INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 QP s�+� OE(74. Hl g) © - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERSFIELD STD. ST -4 A. 37+4 86,\ T'p17gg'471 Q - INSTALL TRAFFIC SIGN Z 70.56 LT EC\� F(74672 PROTECT SIGN IN PLACE \ J� QJ M STA. 37+40.46 Br- ©- INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERSFIELD STC. ST -I 418H9L rOE(745 e1\ •:}7� INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 STA. 37+17.75 1' - x00 \ v QM 1< 38.00' LT BOB Os\`V` �•C19 \ / STA. 36+03.83 P �pCV4 qsi N\��SE \SAEE� 838+182 746, 3 G INSTALL 20' WIDE 79LT PCC,� / H T S 16+7472 foF; A \ 38' CRASH GATE SEE N PALADINO DRIVE WALL PLANS / STA 37+ 0 ' S x00 88 8. 7B. 3 RT6EC �cT ,4r yz BROWN HILLS DRIVE 25 EMERGENCY 25 25 50 110' SEE SHEET B ACCESS EASEMENT x/STA. 35+62.24 i B P 9 T 7 �� PAVED SAME AS i 48.2 4' LT 61 N 7�f` STA. 30+24.98, HILLS VIEW 418J2 ..Il a' STA 33+91.75 00 QA4r + 60' • -I LT BCR STA. 30+53.39 �. a[ 78 ' L PCC,GB 36+ L H F' M a+. s STA. 37+17.75, 43.36' LT .+ STA. 35+23.63 / DQ Oj� 65.77 LT ECR Y0 41814 ^ ' SCREEN WALL ,n 11 i STA 35+46.5552 6' 71' 50.00' RT GB A�v �{Vl� 20' 71 72 "+ SEE PHASE 7 73 a 37.27' L7 CB 37.43 'L7 G M H < WALL PLANS �P •• 25' DRAINAGE EASEMENT /,•/ F� STA. 29+51.54 34' LT BCR C v+ a / P / -' BEGIN CONSTRUCTION OF STA. 31+79.66 C H ��� 35+✓ 020 28 IMPROVEMENTS B P 35.18' LT BC C47 C46 _ - - . - . H C2 i _ _ - _ • r - C25 • • STA. 36+04.88 B H 34+0� STA. 35+23.59-. •. 45 TIO L STA. 32+73.00= - a- 83.04' 50.00' RT CB - NOTE: CONSTRUCTION STA. 30+55.14 STA. 1LES TO BOUNDARY 34.36' LT ECR HERCULES STREET 33+00 57A. 35+00.82 H 27 +SEE TRAFFIC STRIPING PLAN ON SHEET 16 93. 30+79.65 BC -1 �� 50.00' '1 PCC L 29+00 30+0 31+00 32+00 '� 11 _ +- N3 5' 11774.06' 11 - +- -� H i ' . \P . RIVANI DRIVE FROM CONSTRUCTED TO STA. 0 STA. 29+51. 75.04' �.J CITY O 54 K SF CONSTRUCTED BY THE STA. 30+06.92 STA. 30+05.59= 94.21' H GN G� CITY OF BAKERSFIELD AT A LATER DATE STA. N HILL 45 - 34' 34.20' RT CB G21 n �3 BROWN HILLS DRIVE 16 48' H C H 46.95" STA. 31+83.77 TTA. 32+76.97, L SCREEN WALL R/W 39.88' RT BCR B H o SEE PHASE I �- ... .. WALL PLANS - - C26 - 15 a TA. 29+51.54 34' R7 - - C4B BEGIN CONSTRUCTION STA. 30+00.83, B H 50.38' RT M i f OF IMPROVEMENTS R ANGLE POINT N n C I 418J3 1 + h m + `^° n STA. 32+10.79 STA. 32+48.22, q o + + 70.36' R7 ECR 20' 10' PS R3Fl7R6 JWAVAIM CAU • RU 1-800-ZV-2w 66 h 67 68 69 70 6 HERCULES STREET w SEE SHEET 10 RIVANI DRIVE STA 28+00.00 - 38+18.82 ao' o' 40' SEE SHEET 14 FOR STREET CROSS SECTION w HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 10' w WEST FLOWLINE ` 770 q low WI� 50.0' � L. �-� n_ ♦Zt. .mm.. �w oiN+ �' Wu� WN 102.28 760 v ---- > ZZ LC < O.^ a m r 3 Y 1 o R W 1Vi n W ti� +^ -. N _y Ev W M M .- ^ y. . V q + Vn -- ^ ^ h0 N M^ ..�� O 384 S N M q 750 C x R �1OR `-a -_._:--. ti '�� Y F �> 48.90' 1.38%' fn'' --_-_ '^'u_--_-'° mw LC LC - __ 1.5L ---. Q _-- - yL / z _ -�� ---- ' - _ 5.10% _ o - - >> EXIS7ING GRADE 204.55' -2.70X --- - 0.36.1 - �-- - - - - - - - � � � ®C/L LC 0.70% - - a z ^ w 3 PROPOSED Fl ISH 50LC 1T 740 u /'Y `J ^^ I.._ NI^ GRAD O FL Y NIN Iwo 730 N w I 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 W 28+ yW c CL 0) EAST FLOWLINE 0', ZaU0 770 = a a JZ� - o -v H2Z U � X E <wg �q 760 C4 No��� mW i.J3X i- Wo n v^ ^ vI uql, n,y' w 8 Z� e V:W::- -Lo 1.33 ' nr� N a +s + e +a 750 Ed .Ba�i ���. q^ - _ - - o^^ - EXISTING -. -1.87A m 0938 0.44F- TO_573.: _fy7� ro �' ® CIL 46.1 48.12'LC n '-.. 740 PLOT DATE: qq; N ...44.77' JOB NO.: P POSED'. FINISH * ^ LC 050428 N G ADE O T FL ^,, FILE NAME: - H 050426 -05 -RNA -ST 730 scAE: :.ao 00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 sHEE No.:5 of 15 aaross ECAVATMO CAU • EWA 1-800-2P7-zm 780 I 770 760 750 770 54 .LS I 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 10' GENERAL NOTES 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. 1. ALL CATCH BASIN OPENINGS TO BE 4' PER CITY OF BAKERSFIELD STD. 0-14. 3. INSTALL SURVEY MONUMENTS PER CITY OF BAKERSFIELD STANDARDS ST -13 (UNLESS OTHERWISE NOTED) AT ALL INTERSECTIONS OF STREET CENTER LINES AND AT ALL BEGINING AND ENDINGS OF CURVES. 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT DRIVEWAY CENTERLINE. 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER MANHOLES TO FINISH GRADE. DOD G WjCDF`O BC 92 + 0 p Q 0 + m 94 STA. 12+07.84 q 2 P 93 o 4 38.89' LT ECR �'�' _ nm 1+00 60n2.0ECA40BG ' CURVE TABLE y CURVE DELTA I LENGTH RADIUS Ci 15'17'29" 138.78' 520.00' C2 8'5136" 1 80.41' 520.00' C3 2737'23" 231.41' 480.00' C33 134'51'06" 197.70' 84.00' C34 2225'35" 13.70' 35.00' C35 8959'56" 54.98' 35.00' C36 19'45'00" 12.75 37.00' C37 88'5305" 57.40' 37.00' C38 126'23'38" 180.89' 82.00' C39 22'12'17' 14.34' 3700' C40 85'45'07 29.97 20.00' C41 85'45'07' 29.93' 20.00' C45 36.34'20' 319.15' 500.00' C46 8734'03" 45.85' 30.00' C47 93.23'20' 1 48.90' 30.00' 780 I 770 760 750 770 54 .LS I 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 10' GENERAL NOTES 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. 1. ALL CATCH BASIN OPENINGS TO BE 4' PER CITY OF BAKERSFIELD STD. 0-14. 3. INSTALL SURVEY MONUMENTS PER CITY OF BAKERSFIELD STANDARDS ST -13 (UNLESS OTHERWISE NOTED) AT ALL INTERSECTIONS OF STREET CENTER LINES AND AT ALL BEGINING AND ENDINGS OF CURVES. 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT DRIVEWAY CENTERLINE. 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER MANHOLES TO FINISH GRADE. DOD G WjCDF`O BC 92 + 0 p Q 0 + m 94 STA. 12+07.84 q 2 P 93 o 4 38.89' LT ECR �'�' _ nm 1+00 60n2.0ECA40BG ' R/W CONSTRUCTION NOTES OA - CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD SID, ST -3 Q - CONSTRUCT WHEELCHAIR RAMP, PER CALTRANS STD. RSP-A88A CASE A © - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 Qp - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERSFIELD STD. ST -18 0 - INSTALL STANDARD 12' WIDE CONCRETE CROSS GUTTER PER CITY OF BAKERSFIELD STD. ST -17 ( - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST 14 © - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAXERSRELD STD. ST -4 QH - INSTALL TRAFFIC SIGN PER SHEET 15 OJ - PROTECT SIGN IN PLACE © - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERSAELD SIO. ST -1 QM - INSTALL 9,500 LUMEN STREET UGHT PER CITY OF BAKERSFIELD STD. ST -14 ON - INTERCONNECT CONDUIT AND PULL BOXES PER CITY OF BAKERSFIELD STD. T-34 OD - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PUN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWLINE TO FLOWLINE. © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 1 + . C41 C STA. 12+63.48ECR 71 0' LT BCR C40 B 20.00 L7 ECR T? /V/ 7A. 13+02.82 \ +00 20.00' . '-� C45 A R/W STA. 13L BC9, STA/ 13+59.87 F 82'L7 1 � 18 / c C2 STA. 13+ . 5 49.54' LT ECR 1.40= C L00 STREET \ C46 B L ^ EC STA. 13+02.81 STA. 13+55.31/ FUTURE PARK 20' RT CB A BROWN HILLS DRIVE STA. 10+00.00 - 14+02.71 SEE SHEET 14 FOR STREET CROSS SECRON NORTH FLOWLINE o m� y LENGTH OF CURVE d T y 0. <� 03 POINT OF COMPOUND CURVE }^Q pn^ my CALTRANS STANDARD RAMP RSP -ARBA BVC - b _pt � ymyK DIRECTION OF GUTTER FLOW W y w POC R/W CONSTRUCTION NOTES OA - CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD SID, ST -3 Q - CONSTRUCT WHEELCHAIR RAMP, PER CALTRANS STD. RSP-A88A CASE A © - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 Qp - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERSFIELD STD. ST -18 0 - INSTALL STANDARD 12' WIDE CONCRETE CROSS GUTTER PER CITY OF BAKERSFIELD STD. ST -17 ( - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST 14 © - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAXERSRELD STD. ST -4 QH - INSTALL TRAFFIC SIGN PER SHEET 15 OJ - PROTECT SIGN IN PLACE © - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERSAELD SIO. ST -1 QM - INSTALL 9,500 LUMEN STREET UGHT PER CITY OF BAKERSFIELD STD. ST -14 ON - INTERCONNECT CONDUIT AND PULL BOXES PER CITY OF BAKERSFIELD STD. T-34 OD - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PUN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWLINE TO FLOWLINE. © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 1 + . C41 C STA. 12+63.48ECR 71 0' LT BCR C40 B 20.00 L7 ECR T? /V/ 7A. 13+02.82 \ +00 20.00' . '-� C45 A R/W STA. 13L BC9, STA/ 13+59.87 F 82'L7 1 � 18 / c C2 STA. 13+ . 5 49.54' LT ECR 1.40= C L00 STREET \ C46 B L ^ EC STA. 13+02.81 STA. 13+55.31/ FUTURE PARK 20' RT CB A BROWN HILLS DRIVE STA. 10+00.00 - 14+02.71 SEE SHEET 14 FOR STREET CROSS SECRON NORTH FLOWLINE o m� y LENGTH OF CURVE d T y 760 <� PCC POINT OF COMPOUND CURVE }^Q pn^ my CALTRANS STANDARD RAMP RSP -ARBA BVC - b _pt _.. tiJ DIRECTION OF GUTTER FLOW CB y w POC 750 -1.9 -079% EXISTING PAVEMENT -FAX DEPRESSION '.. 14.3, LC ' EXISTING GAS LINE 90.45' LC 14+00 PNC LC 740 EXISTING WATER LINE ECR 10+00 POC POINT ON CURVE EXISTING SURVEY MONUMENT ELEV. ELEVATION POVC POINT ON VERTICAL CURVE PROPOSED SIDEWALK yy END VERTICAL CURVE 000.00 �h mm ^ (000.00) EXISTING ELEVATION RT 16 EXI INGG E STREET LIGHT m FLOW UNE w g+in O /L - STREET SIGN GB pb h qN b0 OI Q, I -- + PRO POSEtl FINISH STA oN m -- �y ^--- GRADE O NORTH w n N n TOP OF CURB -----. --FL F � ^ + Q RT 9d c n - 418 AfEASSTING V p + y 9 STA. 13+64. 8 83 J �� 0 _ 51j�40 1 136.78' 29. 3' 10+00 11+00 12+00 bT*M a40 o m� y LENGTH OF CURVE d T y 760 <� PCC POINT OF COMPOUND CURVE }^Q pn^ my CALTRANS STANDARD RAMP RSP -ARBA BVC - b PI POINT OF INTERSECTION tiJ DIRECTION OF GUTTER FLOW CB y w POC 750 -1.9 -079% EXISTING PAVEMENT -FAX DEPRESSION '.. 14.3, LC ' EXISTING GAS LINE 90.45' LC 14+00 PNC LC 740 EXISTING WATER LINE ECR 10+00 bT*M a40 SOUTH y LENGTH OF CURVE m W VERTICAL CURVE _. 23/.41' '.. LC 11+00 12+00 13+00 14+00 STA. 9+95.47 RED LEAF LEGEND BC SOUTH y LENGTH OF CURVE m W VERTICAL CURVE BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE }^Q pn^ my CALTRANS STANDARD RAMP RSP -ARBA BVC w l"� nn nn PI POINT OF INTERSECTION ao DIRECTION OF GUTTER FLOW CB CATCH BASIN POC 99%- -1.9 -079% EXISTING PAVEMENT DEP DEPRESSION PRC POINT OF REVERSE CURVE LC ' EXISTING GAS LINE 13+00 14+00 PNC _. 23/.41' '.. LC 11+00 12+00 13+00 14+00 STA. 9+95.47 RED LEAF LEGEND BC SOUTH FLOWLINE LENGTH OF CURVE VC VERTICAL CURVE BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE ; CALTRANS STANDARD RAMP RSP -ARBA BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW CB CATCH BASIN POC U EXISTING PAVEMENT DEP DEPRESSION PRC POINT OF REVERSE CURVE -G - EXISTING GAS LINE EC END OF CURVE PNC POINT OF VERTICAL INTERSECTION W- EXISTING WATER LINE ECR END CURB RETURN POC POINT ON CURVE EXISTING SURVEY MONUMENT ELEV. ELEVATION POVC POINT ON VERTICAL CURVE PROPOSED SIDEWALK yy END VERTICAL CURVE 000.00 PROPOSED ELEVATION OO ^ (000.00) EXISTING ELEVATION RT 16 STREET LIGHT FL FLOW UNE n RIGHT OF WAY - STREET SIGN GB GRADE BREAK 0.00% SLOPE, IN FGOT PER FOOT TRAFFIC SIGN INV. INVERT STA oN m 24 FT SECONDARY ACCESS DRIVE - LT LEFT TC TOP OF CURB m TO BE LOCATED WITHIN RIGHT OF WAY F � ^ + Q RT 9d c n - 418 AfEASSTING V p + y 9 STA. 13+64. 8 83 J �� G _ G v 55.00'RT EXISTINGR E/L �en6On2 aay v, IWo=I+-0.38%2--760 'MAO�W obhn>>W y~nN~+N FI�NISHPROPOSED bbnn>W-♦ FALD G E THOGc � -- - -!._- _ - % o�w LC � g4 25nqo^d+ 0.25% --.7 -a74 99. 9' LC .?9 L 2.1 2.12%4R _. _. 23/.41' '.. LC 11+00 12+00 13+00 14+00 STA. 9+95.47 RED LEAF LEGEND BC BEGINNING OF CURVE LC LENGTH OF CURVE VC VERTICAL CURVE BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE LT BC BC CALTRANS STANDARD RAMP RSP -ARBA BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW CB CATCH BASIN POC POINT ON CURVE EXISTING PAVEMENT DEP DEPRESSION PRC POINT OF REVERSE CURVE -G - EXISTING GAS LINE EC END OF CURVE PNC POINT OF VERTICAL INTERSECTION W- EXISTING WATER LINE ECR END CURB RETURN POC POINT ON CURVE EXISTING SURVEY MONUMENT ELEV. ELEVATION POVC POINT ON VERTICAL CURVE PROPOSED SIDEWALK EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION OO PROPOSED SURVEY MONUMENT (000.00) EXISTING ELEVATION RT RIGHT STREET LIGHT FL FLOW UNE R/W RIGHT OF WAY - STREET SIGN GB GRADE BREAK 0.00% SLOPE, IN FGOT PER FOOT TRAFFIC SIGN INV. INVERT STA STATION m 24 FT SECONDARY ACCESS DRIVE - LT LEFT TC TOP OF CURB m TO BE LOCATED WITHIN RIGHT OF WAY MEMV4 lm-3mm- 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 10' FUTURE PARK 12+00 b 10+56.89, EC/GB + 10 RT' R/W 92 G 91 y RED LEAF WAY STA. C38 FS FUTURE STA. 12+84.43 3 418/8 R/W SEA. 13+84.83 20.00 LT BC BC C37 - _ r�� RED LEAF= n MEMV4 lm-3mm- 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 10' FUTURE PARK 12+00 b 10+56.89, EC/GB + 10 RT' R/W 92 G 91 y RED LEAF WAY STA. SEE SHEET 14 FOR STREET CROSS SECTION -13+84.83 WEST FLOWLINE a 780 m 0.00' FUTURE STA. 12+84.43 3 R/W SEA. 13+84.83 20.00 LT BC BC - _ RED LEAF= STA. 10+00.00 HILLS VIEW DRIVE y$ STA. 13+89.2 C34 3 4. LT POC 0' STA 9+95.60 13+00 HILLS VIEW f STA. 13+29.83 '0' 20.00' RT BC - C36 `. V m 28' b TA. 13+29.83 C OQ m W+ n nO F + + Q RT ^ c n - 418 AfEASSTING V 90 + y 9 STA. 13+64. 8 83 J �� G _ G v 55.00'RT EC o �y SEE SHEET 14 FOR STREET CROSS SECTION -13+84.83 WEST FLOWLINE a 780 m 0.00' m oom� 5 i O O b b Y U � yQ� b JQn d N m r LL w w C V O wCc a w 3 a � y T N' 3 W' a �ozIL za¢ Jam_ Y LU FWD X� U>C Wk Lwm z maw N zj z Z w W 2 0W3 n m PLOT DATE: JOB NO.: 050426 FILE NAME: 050426 -06 -BROWN -ST SCALE: 1" -40' SHEET NO.: 6 OF 15 y$ � ` 770 W+ n nO Y h --.. n V PROPOSEW AfEASSTING 1^- o'�- o �y N G EO aay v, IWo=I+-0.38%2--760 - � -- % o�w LC --.7 -a74 99. 9' LC .?9 L w C 0.26%25 f L 750 90.45' 12.75 LC LC I 10+00 11+00 12+00 13+00 14+00 _II EAST FLOWLINE , I f- 780 U I VC 0 770 50 o VIC p nn - P POSED NFSH 1i G DEO ST FL p _ 760 ----- on +ue ^ ^ --_� Z V90% --0.51%,. --^ --- --}-n - a - - �� r---- ---G G EX IS71NG G ADE 54.98' Q Q O.0/L LC 4.JE '., 750 0.258 0.50% 57.40' LC 10+00 11+00 12+00 13+00 14+00 m oom� 5 i O O b b Y U � yQ� b JQn d N m r LL w w C V O wCc a w 3 a � y T N' 3 W' a �ozIL za¢ Jam_ Y LU FWD X� U>C Wk Lwm z maw N zj z Z w W 2 0W3 n m PLOT DATE: JOB NO.: 050426 FILE NAME: 050426 -06 -BROWN -ST SCALE: 1" -40' SHEET NO.: 6 OF 15 BMW MAMATM CII) • EMU 1-800-227-2ow 780 770 760 750 740 GENERAL NOTES CONSTRUCTION NOTES LEGEND CURVE © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 RADIUS C30 1 \T*00 1 20.00' C31 STA. 10+18.517 HILLS VIEW DRIVE C40 94 C42 I. ALL STATIONING IS BASED ALONG STREET QA - CONSTRUCT 5.5COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD SID. ST -3 BC BEGINNING OF CURVE LC LENGTH OF CURVE VC VERTICAL CURVE 20'39'17' I— 300"�� STA. 10+00.00= 12+26.40 q 95 96 20' 97 I CENTERLINE UNLESS OTHERWISE NOTED. rHILLSWEW BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE I 40- -C CALTRANS STANDARD RAMP RSP-A88A A 20'RT BC 770 CTA v w 40' 0� 40 BROWN HILLS DRIVE 8 e o 29, S R W ,. OB - CONSTRUCT WHEELCHAIR RAMP, PER CALTRANS STD, RSP-A88A CASE A BVC BEGIN VER71CAL CURVE PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW STA. 10+38.52, 6 3 N 2. All CATCH BASIN OPENINGS 70 BE 4' PER CITY I CB CATCH BASIN POC POINT ON CURVE EXISTING PAVEMENT VG OF BAKERSFIELD STD. D-14. © - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 DEP DEPRESSION PRC POINT OF REVERSE CURVE —G — EXISTING GAS LINE a O OOO N p�p q n O N o +Iqn NN Y} i i W i` L`.A�� EC END OF CURVE PNC POINT OF VERTICAL INTERSECTION W— EXISTING WATER UNE ON 3. INSTALL SURVEY MONUMENTS PER CITY OF O - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERSFIELD M. Si -18 ECR END CURB RETURN POC POINT ON CURVE EXISTING SURVEY MONUMENT Od BAKERSFIELD STANDARDS S7-13 (UNLESS ELEV. ELEVATION POVC POINT ON VERTICAL CURVE PROPOSED SIDEWALK PR POSEFINISH -.3 OTHERWISE NOTED) A7 ALL INTERSECTIONS OF 0 - INSTALL STANDARD 12' WIDE CONCRETE CROSS GUTTER PER CITY OF BAKERSFIELD STD. ST -17 EVC ENO VERTICAL CURVE 000.00 PROPOSED ELEVATION OO PROPOSED SURVEY MONUMENT N InN F STREET CENTER LINES AND AT All BEGINING AND SID. ST (000,00) EXISTING ELEVATION RT RIGHT STREET LIGHT ENDINGS OF CURVES. QF - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD -14 FL FLOW LINE R/W RIGHT OF WAY STREET SIGN '.. 740 w w — 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN A7 © - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERSFIELD STD. ST -4 GB GRADE BREAK 0.00% STA SLOPE, IN FOOT PER FOOT STATION { NiTIll TRAFFIC SIGN 24 FF SECONDARY ACCESS DRIVE - 12+00 13+00 14+00< W = CC a DRIVEWAY CENTERLINE. O - INSTALL TRAFFIC SIGN PER SHEET 15 INV. LT INVERT LEFT TC TOP OF CURB i0 BE LOCATED WITHIN RIGHT OF WAY o v i w 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, QJ - PROTECT SIGN IN PUCE C o l flee Za5 AND WATER MANHOLES 70 FINISH GRADE. b � m © - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERSFIELD STD. S7-1 rc rc rc Q - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD SID. ST -14 0 ON - INTERCONNECT CONDUIT AND PULL BOXES PER CITY OF BAKERSFIELD STD. T-34 � � M BROWN HILLS DRIVE @ INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PUN A73C WITH W-71(CA) SIGN WITH OM4-3 N SEE SHEET 6 MARKER. BARRICADE IS i0 BE INSTALLED FROM FLOWLINE TO FLOWU E. CURVE © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 RADIUS C30 1 \T*00 1 20.00' C31 STA. 10+18.517 HILLS VIEW DRIVE C40 94 C42 SEE SHEET 8 C41 STA. 10+24.53, F 20' 'STA. 20.00' \ 20'39'17' 30 C31 480.00' C43 20'39'17' I— 300"�� STA. 10+00.00= 12+26.40 q 95 96 20' 97 I 60' 13+00 14+00 N00'09'00"+173.40'60' rHILLSWEW STA. 10+71.87 STA. 418J9 I 40- -C A 20'RT BC 770 CTA 1 + 07 STA. 13+87.47 Y m 40' 0� 40 BROWN HILLS DRIVE 8 e o 29, S R W ,. n I 0 m - yQ O7 w� o w STA. 10+38.52, 6 N I / 0'L CR m G ^ STA. 14+05.47 m + 40 LT ECR 5 HORIZ. SCALE: 1"=40' C STA. 10+7. , y G n G h N STA. 12+44.69, n n VERT. SCALE: 1"= 10' Oo c4D * A R/W + 418KI STA. 13+85.47 C N703p, w STA. 12+12.49, n 20 LT 8CR St43R ITE,) _ q STAT 12+52.07, 28' I o Ai 1 N d d �. ffi C41 CURVE TABLE CURVE - - '^ LENGTH RADIUS C30 8959'56" \T*00 1 20.00' C31 90'00'04 B C40 8545'07' C42 20.00' C41 85'45'07' 20' 'STA. 20.00' \ 20'39'17' 30 C31 480.00' C43 20'39'17' 187.46' 10+71.87 BC 44 12+00 0 180.25' 500.00' 20' 60' 13+00 14+00 N00'09'00"+173.40'60' rHILLSWEW STA. 10+71.87 I 40- -C A 20'RT BC 770 CTA 1 + 07 STA. 13+87.47 Y m . STA. f0+38.52, 20'RT ECR/GB e o 29, S R W ,. 20'RT BCR C30 U N / STA. 10+18.57, B " G STA. 12+12.53, 10 6 83 ro '> BROWN HILLS DRIVE c STA. ,z+szo7, L n STA. 14+00.97, y 20'RT C ^ -28' F 4. I SEE SHEET 6 G 418)6 n n SA. 1+ 07.47 18' ' I1 Li v 60 72 73 8274 75 76 a ECR = wb VI N HILLS VIEW DRIVE WILDFLOWER STREET STA 10+00.00 - 14+25.47 SEE SHEET 6 SEE SHEET 14 FOR STREET CROSS SECTION 0 m a � a WEST FLOWLINE 780 CURVE TABLE CURVE DELTA LENGTH RADIUS C30 8959'56" 31.42' 20.00' C31 90'00'04 31.42' 20.00' C40 8545'07' 29.93' 20.00' C41 85'45'07' 29.93' 20.00' C42 20'39'17' 173.04' 480.00' C43 20'39'17' 187.46' 520.00' C44 203917' 180.25' 500.00' / STA. 10+18.57, B " G STA. 12+12.53, 10 6 83 ro '> BROWN HILLS DRIVE c STA. ,z+szo7, L n STA. 14+00.97, y 20'RT C ^ -28' F 4. I SEE SHEET 6 G 418)6 n n SA. 1+ 07.47 18' ' I1 Li v 60 72 73 8274 75 76 a ECR = wb VI N HILLS VIEW DRIVE WILDFLOWER STREET STA 10+00.00 - 14+25.47 SEE SHEET 6 SEE SHEET 14 FOR STREET CROSS SECTION 0 m a � a WEST FLOWLINE 780 780 =a 780 m w w o yewE i� w 770 co 770 z W a W m g c F.. ++ 100.00 ^ 3� a (S�, cm` VC Od mp mbm�i +On N'/i'' _�N- b_ __ _.. _.. �" 5 �Lu m� on"' �nw ¢�.� w W L LL 760 wb� Jn n Mn _ o� W b 760 (, cr ^ � b FINISH EXISTING GRADE � �9G _ _ � _ � � � � % -_ m � d� 35 B CIL w RADE O EAST FL 4.9 L 750 PLOT DATE: JOB NO.: 050426 750 _ 29.93' 146.71' LC LC 187.46' LC '.. FILE NAME: 050426 -07 -WILD -ST 740 SCALE: 1"� Q. SN 740 EET NO.: 10+00 11+00 12+00 13+00 14+00 7 OF 15 /- (p q.-- I m , N I b -- 770 U a m b b o w Y m U N 0 m - yQ O7 w� o w N 100.00 VG 760 n O O n .mob O OOO N p�p q n O N o +Iqn NN Y} i i W i` L`.A�� ON GRADE Ji4 cc Od 5,01%EXISTING LCa750 PR POSEFINISH -.3 .. vy 175.06' LC 29.93 173. 4' LC _.LC '.. 740 w w — �m LL 10+00 11+00 12+00 13+00 14+00< W = CC C o aZa EAST FLOWLINE C o l flee Za5 780 =a 780 m w w o yewE i� w 770 co 770 z W a W m g c F.. ++ 100.00 ^ 3� a (S�, cm` VC Od mp mbm�i +On N'/i'' _�N- b_ __ _.. _.. �" 5 �Lu m� on"' �nw ¢�.� w W L LL 760 wb� Jn n Mn _ o� W b 760 (, cr ^ � b FINISH EXISTING GRADE � �9G _ _ � _ � � � � % -_ m � d� 35 B CIL w RADE O EAST FL 4.9 L 750 PLOT DATE: JOB NO.: 050426 750 _ 29.93' 146.71' LC LC 187.46' LC '.. FILE NAME: 050426 -07 -WILD -ST 740 SCALE: 1"� Q. SN 740 EET NO.: 10+00 11+00 12+00 13+00 14+00 7 OF 15 /- (p q.-- RsroRK AWAVATmc CA • MU 1-wo-w- adw 770 760 750 740 770 760 750 740 GENERAL NOTES CONSTRUCTION NOTES LEGEND RAISE EXISTING SANITARY SEWER, STORM DRNN, 55+1_x.67 OJ - PROTECT SIGN IN PLACE LT�``��r1 STA. 14+75.01 + " " 25' 25' EMERGE CY yrti 9 LLI > � C EC I 1. All STATIONING IS BASED ALONG STREET OA - CONSTRUCT 5.5COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 BC BEGINNING OF CURVE LC LENGTH OF CURVE VC VERTICAL CURVE CENTERLINE UNLESS OTHERWISE NOTED. FINAL MAP/ 20' AC -(760.00)- < BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE 13.70' CALTRANS STANDARD RAMP RSP-A88A C28 / PAVEMENT (SAME Q - CONSTRUCT WHEELCHAIR RAMP, PER CALTRANS STD. RSP -ARBA CASE A BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION STA. 14+25.47 DIRECTION OF GUTTER ROW 2. ALL CATCH BASIN OPENINGS TO BE 4' PER CITY 55' RT�J 42.00' CB CATCH BASIN POC POINT ON CURVE ~ N HILLS VIEW DRIVE, EXISTING PAVEMENT OF BAKERSFIELD STD. 0-14. ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STT. T -i DEP DEPRESSION PRC POINT OF REVERSE CURVE -G- EXISTING GAS LINE EC END OF CURVE PNC POINT OF VERVE INTERSECTION W- EXISTING WATER LINE 3 INSTALL SURVEY MONUMENTS PER CITY OF D - O INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERSFIELD STD. ST -18 ECR END CURB RETURN POC POINT ON CURVE EXISTING MONUMENT BAKERSFIELD STANDARDS ST -13 (UNLESS ELEV. ELEVATION POVC PRINT ON VERTICAL CURVE �� SIDEWALK PROPOSED SURVEYX OTHERWISE NOTED) AT ALL INTERSECTIONS OF QE - INSTALL STANDARD 12' WIDE CONCRETE CROSS CUTTER PER CITY OF BAKERSFIELD SIT. ST -17 EVC END VERTICAL CURVE 000.00 PROPOSED ELEYAPON OO PROPOSED SURVEY MONUMENT STREET CENTER LINES AND AT ALL BEGINING AND QF - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 (000.00) EXISTING ELEVATION RT RIGHT 88 STREET LIGHT ENDINGS OF CURVES. FL FLOW UNE R/W RIGHT OF WAY 81 STREET SIGN 80 © CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERSFIELD M. ST -4 GB GRADE BREAK 0.005 SLOPE, IN FOOT PER FOOT (.. TRAFFIC SIGN 4. ALL RESIDENTIAL DRIVEWAY STA170NING SHOWN AT - INV. INVERT STA STATION 24 FT SECONDARY ACCESS DRIVE - DRIVEWAY CENTERLINE SCREEN WALL LT LEFT TC TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY Q - INSTALL TRAFFIC SIGN PER SHEET 15 A 15 A 20' RT EC/GB 5. RAISE EXISTING SANITARY SEWER, STORM DRNN, 55+1_x.67 OJ - PROTECT SIGN IN PLACE LT�``��r1 STA. 14+75.01 + " " 25' 25' EMERGE CY yrti 9 LLI > � C EC I AND WATER MANHOLES TO FINISH GRADE. - Z B INSTALL 20' WIDE 25'20' CRASH GATE SEE WALL PLAA cr Vwj STA. 12+80.00 FINAL MAP/ 20' AC -(760.00)- < ! C32 2725'35" 13.70' © - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERSFIELD STO. ST -1 C28 / PAVEMENT (SAME 134'51'06" �SiA. 10+25.50. 40.00'RT ECR 'RT ECR C35 pp 20' 54.98' STA. 14+25.47 _ i SECTION AS \ 131'26'42" 55' RT�J 42.00' QM - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 WILDFLOWER �n ~ N HILLS VIEW DRIVE, 41877 `� 60' 00 Lo F STA. 15+56.17 PORTION) QN - INTERCONNECT CONDUIT AND PULL BOXES PER CITY OF BAKERSFIELD STD. T-34 ( 3B RT CR 76 m 41.43' RT 5' DRAINAGECUL-D OO - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PIAN A73C WITH W-31(GA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWUNE TO FLOWUNE. © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 88 87 86 85 84 83 82 81 80 _ SCREEN WALL SEE WALL PLANS FUTURE PARK G _ G� m G 2' u� G + -6 A 0 �^ 4+t Np b + O + + O N N + } R/w STA. 9+95.60. A 4.4' L = STA. 73+89.13 RED LEAF .... STA 10+00.00 L 10' STA. 14+89.00, C27 STA13+84.83 OG 11+00 N89'50'56"E, 280.00' 60' 12+00 13+00 14+00 N89'50'S6"EI 272.66' 1 . L C - 15+00 .HILLS RED LEAF / ' - F _ - } - STA. 13+20.00 IF 41 4 STA 1 +0 / L �. 20' 18.00' 18'RT EC GB RT BC/GB 20.00' .86 RT 30' A 8.1 yi2+40.00 STA. 15+ STA. 10+55.00 STA. B STA. 13+25.38 F 33.97' R7 R4YSTA 51 N A 20' RT EC/GB 79 I 55+1_x.67 LENGTH LT�``��r1 STA. 14+75.01 + " " 25' 25' EMERGE CY yrti 9 LLI > � C EC I � I I 35.91' RT PIVC 38.61' R7 PRC ' - Z B INSTALL 20' WIDE 25'20' CRASH GATE SEE WALL PLAA cr Vwj STA. 12+80.00 FINAL MAP/ 20' AC I 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 10' A 20' RT EC/GB 20.00RT BCR CURVE DELTA LENGTH 24.50 RT o STA. 14+75.01 + " " 25' 25' EMERGE CY 19'11'17' V R/W S C 228 131'26'42' 96.35' 418J6 + 35.91' RT PIVC 38.61' R7 PRC ' - p g B 030 8959'56' 31.42' STA. 12+80.00 FINAL MAP/ 20' AC -(760.00)- < ! C32 2725'35" 13.70' HILLS VIEW= C28 / PAVEMENT (SAME 134'51'06" �SiA. 10+25.50. 40.00'RT ECR 'RT ECR C35 pp 20' 54.98' STA. 14+25.47 _ i SECTION AS \ 131'26'42" 55' RT�J 42.00' WILDFLOWER �n ~ N HILLS VIEW DRIVE, 41877 `� 60' 00 Lo F STA. 15+56.17 PORTION) ( 3B RT CR 76 m 41.43' RT 5' DRAINAGECUL-D I 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 10' 55' RT BC/GB ST 0 2 00I G g 41875 EASEMENT PER 89 97 I 78 a FINAL MAP p a y G �z RED LEAF WAY WILDFLOWER STREET 'w SEE SHEET 6 SEE SHEET 7 B: w a'o HILLS VIEW DRIVE STA. 10+00.00 - 15+12.67 �a SEE SHEET 14 FOR STREET CROSS SECTION m rr 0 O � w NORTH FLOWLINE LC n E 13.70' 770 W+ b.. EXISTING GRADE ^n m mn +N CS! i +oo n n OCL _---_ W U cw=i w -- - 3 ha4 - m w„ 760 0.51 -0.50% 98.85' I.. LCl .._ + '.. .. _. PROPOSED FIN H 100.00' '4Op% „ "+'"'? ..> GRADE O NORTH FL VC 750 V _ I LC 740 LU LUi 10+00 11+00 12+00 13+00 14+00 15+00 16+00 W a a ayrr 0 Z SOUTH FLOWLINE 01 Zazoi wwa Q o mo o _ . EXISTING GRADE �N n g n b n n 770 X E Q w i J U 8 3p U U U b > �0- + +v] Tn m U�� _ b�...,i Uhp^ I. LOW W k 1 p�G OD ON > ry N +IQ N p O ® G/L Ky OA n m0 JJ cd C-1 E _ _ --- W - tiW H� __ ' ��� _ n '.. VI OI nLu _ FW e_n 760._. z �Lij W'' -051% -0. 77X + ++ > o w co 3 54.98 PROPOS D FINIS `5'%B.T 3.535 70% h h n I. . _.. � J LC _._ ADEO OUTH. _. dRdda _ 3ic1 3Lc1 ;; 8d� �0 750 Nto2 :�4114' '4.zO% ` \ _ _ _. PLOT DATE: LC 96.35' LC JOB NO.: 050428 740 FILE NAME: 050426 -08 -HILL -ST I. SCALE: 1"-40' 1•-10' SHEET NO.: 10+00 11+00 12+00 13+00 14+00 15+00 16+00 8 OF 15 CURVE TABLE CURVE DELTA LENGTH RADIUS C27 19'11'17' 10.05' 30.00' 228 131'26'42' 96.35' 42.00' C29 63'42'08' 41.14' 37.00' 030 8959'56' 31.42' 20.00' C31 90'00'04" 31.42' 20.00' C32 2725'35" 13.70' 35.00' C33 134'51'06" 197.70' 84.00' C35 89'59'56" 54.98' 35.00' C61 131'26'42" 96.35' 42.00' 55' RT BC/GB ST 0 2 00I G g 41875 EASEMENT PER 89 97 I 78 a FINAL MAP p a y G �z RED LEAF WAY WILDFLOWER STREET 'w SEE SHEET 6 SEE SHEET 7 B: w a'o HILLS VIEW DRIVE STA. 10+00.00 - 15+12.67 �a SEE SHEET 14 FOR STREET CROSS SECTION m rr 0 O � w NORTH FLOWLINE LC n E 13.70' 770 W+ b.. EXISTING GRADE ^n m mn +N CS! i +oo n n OCL _---_ W U cw=i w -- - 3 ha4 - m w„ 760 0.51 -0.50% 98.85' I.. LCl .._ + '.. .. _. PROPOSED FIN H 100.00' '4Op% „ "+'"'? ..> GRADE O NORTH FL VC 750 V _ I LC 740 LU LUi 10+00 11+00 12+00 13+00 14+00 15+00 16+00 W a a ayrr 0 Z SOUTH FLOWLINE 01 Zazoi wwa Q o mo o _ . EXISTING GRADE �N n g n b n n 770 X E Q w i J U 8 3p U U U b > �0- + +v] Tn m U�� _ b�...,i Uhp^ I. LOW W k 1 p�G OD ON > ry N +IQ N p O ® G/L Ky OA n m0 JJ cd C-1 E _ _ --- W - tiW H� __ ' ��� _ n '.. VI OI nLu _ FW e_n 760._. z �Lij W'' -051% -0. 77X + ++ > o w co 3 54.98 PROPOS D FINIS `5'%B.T 3.535 70% h h n I. . _.. � J LC _._ ADEO OUTH. _. dRdda _ 3ic1 3Lc1 ;; 8d� �0 750 Nto2 :�4114' '4.zO% ` \ _ _ _. PLOT DATE: LC 96.35' LC JOB NO.: 050428 740 FILE NAME: 050426 -08 -HILL -ST I. SCALE: 1"-40' 1•-10' SHEET NO.: 10+00 11+00 12+00 13+00 14+00 15+00 16+00 8 OF 15 2. GENERAL NOTES CONSTRUCTION NOTES CURVE BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION 9000 00' LEGEND 20.00' BIM" �dVdTD/G 9000 00 31.42 20.00' C14 900000' CAU • USd 20.00' 1. All STATIONING IS BASED ALONG STREET Op - CONSTRUCT 5.5COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STO. ST -3 BC BEGINNING OF CURVE LC LENGTH OF CURVE VC VERTICAL CURVE INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. 7-1 i -mo -227--,A CATCH BASIN CENTERLINE UNLESS OTHERWISE NOTED. POINT ON CURVE BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE p CALTRANS STANDARD RAMP RSP-A88A EXISTING PAVEMENT 47.44 30.00' C51 OB - CONSTRUCT WHEELCHAIR RAMP PER CPLiRANS STD RSP -P$84 CASE A i 20.00' 2. All CATCH WIN OPENINGS TO BE 4' PER CITY CURVE BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION 9000 00' DIRECTION OF GUTTER FLOW 20.00' C7 9000 00 31.42 20.00' C14 900000' 31.42 20.00' C15 OF BAKERSFIELD STD. D-14. ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. 7-1 CB CATCH BASIN POC POINT ON CURVE C17 EXISTING PAVEMENT 47.44 30.00' C51 9000 00 i 20.00' C52 3 31.56 20.00' C53 89'3434' 31.27 DEP DEPRESSION PRC POINT OF REVERSE CURVE -G - EXISTING GAS LINE 6`\ c i J. INSTALL SURVEY MONUMENTS PER CITY OF Op - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERSFIELD STD. ST -18 EC ECR END OF CURVE END RETURN PNC POINT OF VERTICAL INTERSECTION W- EXISTING WATER LINE B n o STA. 16+43.89 L BAKERSFIELD STANDARDS ST -13 (UNLESS B CURB POC POINT ON CURVE STORM DRAIN _ EASMENT P, ER EXISTING SURVEY MONUMENT N00'09'04'W 49.89' 73+00 14+00 60' & H 16+00 20.00' LT CB 17+00 18+00 OTHERWISE NOTED) AT ALL INTERSECTIONS OF QE - INSTALL STANDARD 12' WIDE CONCRETE CROSS CUTTER PER CITY OF BAKERSFIELD STD. S7-17 EIEV. EVC ELEVATION END VERTICAL POW POINT ON VERTICAL CURVE OO PROPOSED SIDEWALK to o _ k' E - - - STREET CENTER LINES AND AT All 13EGINING AND o CURVE 000.00 PROPOSED ELEVATION PROPOSED SURVEY MONUMENT 0 STA. 12+2607 STA. 72+35.34 40 t1--� N0009'04"W, 284.8] ENDINGS OF CURVES. QF - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 (000.00) EXISTING ELEVATION RT RIGHT STREET LIGHT STA. 12+4552 PHASE BOUNDARY w w STA. 14+18.25 L STA. 16+43.89 FL FLOW UNE R/W RIGHT OF WAY STREET SIGN ssJ 2000' RT BCR 20.80' RT ECR i 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT © - CONSTRUCT 1fi FT RESIDENCE DRIVEWAY PER CITY OF BAKERSFIELD SID. Si -4 GB GRADE BREAK 0.00% SLOPE. IN FOOT PER FOOT TRAFFIC SIGN f °' o `n DRIVEWAY CENTERLINE INV. INVERT STA STATION'`' 24 FT SECONDARY ACCESS DRIVE - NT m ^0.00' QH - INSTALL TRAFFIC SIGN PER SHEET 15 LT LEFT TC TOP OF CURB 70 BE LOCATED WITHIN RIGHT OF WAY 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, w w w b J x AND WATER MANHOLES 70 FINISH GRADE. QJ - PROTECT SIGN IN PLACE - - T m RAW _n A m n - - II C y o y N o '_ n a a ^ n m L - INSTALL IME B CURB AND CUTTER PER CITY OF BAKERSFIELD STD. ST -1 .n n C $ H n G? o U U U �b QM - INSTALL 9.500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 C + + + + x + + + ON - INTERCONNECT CONDUIT AND PULL BOXES PER CITY OF BAKERSFIELD 5T0. T-34 + s + H + i 0 - INSTALL TME III BARRICADE PER CALSTANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 ro I b I c MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWUNE i0 FLOWLINE. HERCULES STREET RED HAWK COURT © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. S7-3 JACK RANCH COURT PALADINO DRIVE SEE SHEET 10 SEE SHEET 11 SEE SHEET 12 SEE SHEET 4 z 60' sp' 9TA.12+65.23 20' 20' 40.00' LT ECR --I ~ I STA. 15+88.10 1 I 33 40' 0l 40' STA. 12+45.23 - Q .n STA. 15+52.10 o STA. 18+25.10 45 20.00' LT BCR 9 1O 40.00' LT ECR 40.00' LT BCR m 40.00' L7 ECR STA. 18+61.10 '^ 22 �D 40.00' LT BCR STA. 19+84.60 STA. 13+05.23 N STA. 15+44.10 STA. i5+S8.10 STA. 18+17.10 F STA. 19+93.• - >F9 x. STA. 12+30.07 + 23 ss.83' LT HORIZ. SCALE: 1'=40' zp.00' Lr ce 40.00' L7 BCR 24.pp' LT F 24.00' LT PI _ 24.00' LT F STA. /8+61.10 41841 al VERT. SCALE: 1'= 10' STA. /5+32.10 STA. 18+05.10 24.00 LT PI 2 I STA. 12+27.02 C STA. I3+25.23 STA. 16+00.41 d m I STA. 14+18.25 C 20.00' LT BCR STA. 18+73.41 STA. 19+63.17 v A�Al In BEGIN PHASE 1 &�20.00' LT ECR m 20.00' LT BCR 21.54' LT FL in C IMPROVEMENTS 20.00' LT CB 10. TA. 15+20.10 A. 18+00.10 21.54' LTR 20.00' LT BCR C F STA. 16+OS.IO F A 27.50 418K7 LT E 20.00' LT ECR R/� 41BK4 L7 B E 20.LOWO T ECR s,� STA. 11+40.68 W M n e v> b b b n m F G j 28' 3 28' ._ 28' v a m D o It 418K8 z STA. 13+05.53, 28 W 28 F o w vii in z d G d d STA 19+94.21 STA. 12+65.52 m x "' "' "' x'� �" "' � N G G G G oo w C G G G G o °J G C 49.69' RT ECR 39.85' RT N n m rc g I - n RELOCATE & ADJUST N a "! n n o v m � n FINISH ELEV. OF CWSC ). z d m ^� + ++ 4o a f 3O s v ++ vi 35 •i MANHOLE d d 43 42 a 41 39 8 37 36 34 m m m h F '°� 9hYp6+, Gds HERCULES STREET s SEE SHEET 10 PA DRIVE � to SEE SEE SHE SHEET 4 cqC�� FF Iq BOUNTIFUL HILLS DRIVE STA. 12+27.02 - 20+46.68 U ¢ E, � 4 q SEE SHEET 14 FOR STREET CROSS SECTION F F. WEST FLOWLINE CURVE TABLE CURVE DELTA LENGTH RADIUS C6 9000 00' 31.42 20.00' C7 9000 00 31.42 20.00' C14 900000' 31.42 20.00' C15 900000' 31.42 20.00' C16 89'24 09' 46.81 30.00 C17 903551' 47.44 30.00' C51 9000 00 i 20.00' C52 9025 26' 31.56 20.00' C53 89'3434' 31.27 20.00' C54 9000 00' 31.42' 10.00' 6`\ c GA PHASE B L B B STA. 16+43.89 L B B STORM DRAIN _ EASMENT P, ER BOUNDARY 12+00 N00'09'04'W 49.89' 73+00 14+00 60' 20'`- 1 15+00 16+00 20.00' LT CB 17+00 18+00 19+00 N0009'04�, 196.58" a0+00 q C FINAL MAP _ - - - - - - I- o 0 STA. 12+2607 STA. 72+35.34 40 t1--� N0009'04"W, 284.8] N00'09'04"W, 280.00' 2, STA. 12+4552 PHASE BOUNDARY STA. 13+25.53 STA. 14+18.25 L STA. 16+43.89 STA. 19+64.21 j ssJ 2000' RT BCR 20.80' RT ECR 20.00' CB JO R7 CB 20.00^LT BCR/GB 0 f NT ^0.00' BII - -- STA. 12+30.0 b J x u - - T m RAW _n A m n - - II C y o y N o '_ n ^ n m ^ n o .n n C $ H n G? o �b C + + + + x + + + + + s + H + i STA. 11+40.68 W M n e v> b b b n m F G j 28' 3 28' ._ 28' v a m D o It 418K8 z STA. 13+05.53, 28 W 28 F o w vii in z d G d d STA 19+94.21 STA. 12+65.52 m x "' "' "' x'� �" "' � N G G G G oo w C G G G G o °J G C 49.69' RT ECR 39.85' RT N n m rc g I - n RELOCATE & ADJUST N a "! n n o v m � n FINISH ELEV. OF CWSC ). z d m ^� + ++ 4o a f 3O s v ++ vi 35 •i MANHOLE d d 43 42 a 41 39 8 37 36 34 m m m h F '°� 9hYp6+, Gds HERCULES STREET s SEE SHEET 10 PA DRIVE � to SEE SEE SHE SHEET 4 cqC�� FF Iq BOUNTIFUL HILLS DRIVE STA. 12+27.02 - 20+46.68 U ¢ E, � 4 q SEE SHEET 14 FOR STREET CROSS SECTION F F. WEST FLOWLINE 750 U 750 m -. - ITER.. 76 58GUTTER z a 740 So.pp' o K rc 50.00'U m m W v a ti m e o kq� It _ V(} -.. �V _ 1•' w CUOoSC 0i ,n qw - mm -_ '., +b^n M ^p U n + I'T NN O mn N +M +n 740 yQ x + O NW WHO 'i. ^No�yj h ^ VN +N V1n vfn vIn Syh bn mn N + h b �N �� pU�-d �-� �N ^n -f - �--- pn- --` �i d�u do W� ¢n n �n _ ^.d_^N - EXIS77NG GRADE jk +N mn <n m m e� > � ,x M U NN�N^+ m� W I- - .n ti� �1_ KIn HW �hW bm� ti� - - Id� VIW NW V~1 NW dW b 4A9 NW 730 ----- + b d d m 730 ---m N W Nn �nW VIW VIW >> II�� �-+ �- �m xv� nW s�W W t~iiW VIW NW �n W '.2W Ind :. ---- mW m W mw ^ wo 0.92 --- - 0.918 4244' Y '3938 306% -JD vii a 1.06% 1.06% 1.O6R 0.938 LC --/ f _ m r. -060R yT 0. 7% _.. 069 PROPOSED FINISHcu 720 M'- no n w 31.42' 37.42' m GRA O WEST 720 < bZ�00� w 3 N hbn 4lm �O M +xcy tiWO��W d Y I JAI ', o VImUVIWO �- W 710 j 710 w 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 W �m - _ m h az EAST FLOWLINE I I T I a„ z 750 - �p 750 =' -iza -- �e iT E ��o �m o �w •N .._. 50.00' � '. � J ` .... - -. m V U' J 740 S W 5D 0p U a m W N N �c b o o m m o o m w 740 s F co a= yj n._ T 0 U U m A m UO b ";N n N^ W q M +^mZ��MNJ¢b nb .ry ro oio : a a +n +�m Si^--_ mt r; bmEXISTING CRADE� mn -- m n.. m _ WS730 _F- LLI ------ --- - _ 730 __ + T +N +N Mn ,ti Wd bn bn bn ®GL '�>y' NN.UN oo "'- -^m so�� ^ ---/ux^ �u >bWN�=� Mn Mn -�W J-Nn,.�i Vw�-0.39..m39%117% 0.92%0.93% --- --J.93R- -0 0.67 T(d GRAD O EAST FL1.19%720 n m �OR 31.5 R % PROP SED FINSHb LC w o 720PLOT DATE: JOB NO.: 050428 `noFILE NAME: --. 050426-09-BOU-ST 710 SCALE: 1"-40' 710 6HEET No.: 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 9 OF 15 CURVE TABLE CURVE DELTA LENGTH RADIUS C6 9000 00' 31.42 20.00' C7 9000 00 31.42 20.00' C14 900000' 31.42 20.00' C15 900000' 31.42 20.00' C16 89'24 09' 46.81 30.00 C17 903551' 47.44 30.00' C51 9000 00 31.42 20.00' C52 9025 26' 31.56 20.00' C53 89'3434' 31.27 20.00' C54 9000 00' 31.42' 10.00' 750 U 750 m -. - ITER.. 76 58GUTTER z a 740 So.pp' o K rc 50.00'U m m W v a ti m e o kq� It _ V(} -.. �V _ 1•' w CUOoSC 0i ,n qw - mm -_ '., +b^n M ^p U n + I'T NN O mn N +M +n 740 yQ x + O NW WHO 'i. ^No�yj h ^ VN +N V1n vfn vIn Syh bn mn N + h b �N �� pU�-d �-� �N ^n -f - �--- pn- --` �i d�u do W� ¢n n �n _ ^.d_^N - EXIS77NG GRADE jk +N mn <n m m e� > � ,x M U NN�N^+ m� W I- - .n ti� �1_ KIn HW �hW bm� ti� - - Id� VIW NW V~1 NW dW b 4A9 NW 730 ----- + b d d m 730 ---m N W Nn �nW VIW VIW >> II�� �-+ �- �m xv� nW s�W W t~iiW VIW NW �n W '.2W Ind :. ---- mW m W mw ^ wo 0.92 --- - 0.918 4244' Y '3938 306% -JD vii a 1.06% 1.06% 1.O6R 0.938 LC --/ f _ m r. -060R yT 0. 7% _.. 069 PROPOSED FINISHcu 720 M'- no n w 31.42' 37.42' m GRA O WEST 720 < bZ�00� w 3 N hbn 4lm �O M +xcy tiWO��W d Y I JAI ', o VImUVIWO �- W 710 j 710 w 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 W �m - _ m h az EAST FLOWLINE I I T I a„ z 750 - �p 750 =' -iza -- �e iT E ��o �m o �w •N .._. 50.00' � '. � J ` .... - -. m V U' J 740 S W 5D 0p U a m W N N �c b o o m m o o m w 740 s F co a= yj n._ T 0 U U m A m UO b ";N n N^ W q M +^mZ��MNJ¢b nb .ry ro oio : a a +n +�m Si^--_ mt r; bmEXISTING CRADE� mn -- m n.. m _ WS730 _F- LLI ------ --- - _ 730 __ + T +N +N Mn ,ti Wd bn bn bn ®GL '�>y' NN.UN oo "'- -^m so�� ^ ---/ux^ �u >bWN�=� Mn Mn -�W J-Nn,.�i Vw�-0.39..m39%117% 0.92%0.93% --- --J.93R- -0 0.67 T(d GRAD O EAST FL1.19%720 n m �OR 31.5 R % PROP SED FINSHb LC w o 720PLOT DATE: JOB NO.: 050428 `noFILE NAME: --. 050426-09-BOU-ST 710 SCALE: 1"-40' 710 6HEET No.: 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 9 OF 15 I It :11 II 78 0 /lll R����9i�F STA. 10+00.00= / 35' I / STA. 32+33.STA. 10+39.32, 01 RIVANI DRIVE / ���..///[[[L 43' 73 G / STA. 10+45.69 STA. 10+69.25, y"T M 50' LT B ah G xry. / 70 41811 off. C tiP 5 ri 72 yP B / _ o CA8 NSaJRJs y. "o 28 \ \ 20.00RT ECR A v/Q STA. 10+41.28 STA. n+as.42 49.04' RT BCR 20.00' RT BCRBC C B S STA. 71+83.43 - / 70 STA. ' RT E42 / 40.00' RT ECR / 20 C /20. 60' GENERAL NOTES CONSTRUCTION NOTES L ALL STATIONING IS BASED ALONG STREET Q - CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 CENTERLINE UNLESS OTHERWISE NOTED. Be BEGINNING OF CURVE LC QB - CONSTRUCT WHEELCHAIR RAMP, PER CALTRANS STD. RSP-A88A CASE A 2. ALL CATCH BASIN OPENINGS TO BE 4' PER CITY BCR BEGIN CURB RETURN OF BAKERSFIELD STD. D-14. © - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STO. T-1 3, INSTALL SURVEY MONUMENTS PER CRY OF 0 - INSTALL TYPE M MEDIAN CURB. PER CITY OF BAKERSFIELD STD. ST -18 BAKERSFIELD STANDARDS ST -13 (UNLESS QE - INSTALL STANDARD 12' WIDE CONCRETE CROSS GUTTER PER CITY OF BAKERSRELD STD. ST -17 OTHERWISE NOTED) AT ALL INTERSECTIONS OF CB CATCH BASIN STREET CENTER LINES AND AT All BEGINING AND QF - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 ENDINGS OF CURVES. DEP DEPRESSION 4, ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT © - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERSFIELD STD. ST -4 DRIVEWAY CENTERLINE. Q - INSTALL TRAFFIC SIGN PER SHEET 15 5. RAISE EXISTING SANITARY SEWER. STORM DRAIN, QJ - PROTECT SIGN IN PLACE AND WATER MANHOLES TO FINISH GRADE. ECR END CURB RETURN POC © - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERSFIELD W. ST -1 EXISTING SURVEY MONUMENT 0 - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 POVC QN - INTERCONNECT CONDUIT AND PULL BOXES PER CITY OF BAKERSFIELD STD. T-34 PROPOSED SIDEWALK OO - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 000.00 PROPOSED ELEVATION MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWLINE TO FLOWLINE. PROPOSED SURVEY MONUMENT © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK. PER CITY OF BAKERSFIELD STD. ST -3 LEGEND CURVE TABLE CURVE F DELTA LENGTH Be BEGINNING OF CURVE LC LENGTH OF CURVE VC VERTICAL CURVE BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE 36'34 25" CALTRANS STANDARD RAMP RSP-A88A BVC BEGIN VERTICAL CURVE A POINT OF INTERSECTION 480.00' DIRECTION OF GUTTER FLOW CB CATCH BASIN POC POINT ON CURVE 90'25 26 EXISTING PAVEMENT DEP DEPRESSION PRC POINT OF REVERSE CURVE -G - EXISTING GAS LINE EC END OF CURVE PNC POINT OF VERTICAL INTERSECTION W- EXISTING WATER LINE ECR END CURB RETURN POC POINT ON CURVE 20.00' EXISTING SURVEY MONUMENT ELEV. ELEVATION POVC POINT ON VERTICAL CURVE "- - PROPOSED SIDEWALK EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION Op PROPOSED SURVEY MONUMENT (000.00) EXISTING ELEVATION RT RIGHT STREET LIGHT FL FLOW UNE R/W RIGHT OF WAY STREET SIGN GB GRADE BREAK 0.00% SLOPE, IN FOOT PER FOOT I TRAFFIC SIGN INV. INVERT STA STATION V%k'^ 24 FT SECONDARY ACCESS DRIVE - LT LEFT TC TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY BOUNT9EE SHEET 9DF}NE 44 I ti STA. 11+83.43, 9 I 60' 0 20.00' LT BC 8^ 20, 20' STA. 17+45.46 G - 40.00' LT BCR ti� oti 4 M W 1 3 7 G STA. 17+05.17 STA. 17+65.46, o. x ^x h roQ STA. 11+86.42 tiQ ^G M 5 6 0 < STA. 16 20.00' LT CR i P. HERCULES=^SCR n� STA. 21+27.32 N ,� STA. 15+02.60 d + - •'+ x O' q + \CURVY HILLS ti G � G 20.00' L7 EC F +b 4 L v. STA. 15+02.60 y R/W u1 EC STA. 15+19.87G �+ B m 0 48 1 - 20 \ q _ 17+0001 +N89'25 3U E L _ - \ \+DO �. NB 6'E 222.57 B 131 C50 30' 15+ .1 50'L I U STA. 17+6 20' _ 14+00 L 60' 40' `_ 20.00' RT STA 12+23.28 L . �•- STA. 16+85.17IM!17+51.34.1 C55 a 10.00' RT BCR C �) � 4RT 20.00' RT ECR/BC ` � � � Y + 418K818KB 12+04.77 R/W-- - °'n STA. /7+05.17 0 STA 17+44.87 RT BCR °i - - STA. 15+14.47 G + m 40.00 RT ECR 11 I 39.85' RT BCR STA. 75+02.60 f ~m ~G n 20.00' RT EC 9� v1 " S STA 15+00.59 F G 45 �FUL 11LLS OR�VE 51 ^x G $ d v so' Rr T 2 b 8 418K9 d 46 N gOUN SEE PHASE y =G I G = 47 50 y 49 1 48 HERCULES STREET STA. 10+00.00 - 18+65.65 SEE SHEEP 14 FOR STREET CROSS SECTION NORTH FLOWLINE 1 I I II 8+63.00 0 TA 1B+65.65, VD CONSTRUCTION 18+65.51, 20, RT CONSTRUCTION a: 18+62.04,<c-' c .00 RT CBTRACT _ i1 _ I BOUNDARY I I I I 1 F U 'v 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"- 10' 760 150.00' 0 w 0 o N ° ci 760 M VG o J N < _ O U > W } N N b O Qp� _ _. b W � � b y I O N OON N Y �^ ^b I I _ _. U p � � � j VY1 < +O iY+O il. W .. J O I - �< 7s. o I 750 �m75022 W n ¢ � vc ! >W �1 ~0 S CL 2 5000 740 45.121' 04% 1 7 .00' GQ >>, 740 LC _--__ 04X EXIBTING GRADE Y�LLO// 0 CIL a +In __ + 730 V 3 -. -•��_ b W bn_ 1~/1W ti� nn WW ��SnV~I� d 730 r ---Ed-- - PROPOSED FINISH -��T h W d GRADE NORTH FL io i m w _ oa H w Kn w -0.84 ._... _ 31.41 31.5 r 720 G C 720 W J 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 Lu ^ = co O GaZa SOUTH FLOWLINE O z a Z 760 = w z a 760 b w a W o� ^N N m e a W a � NWW U U Ory X - o_ n s x m W 75.00' 1 1 ". 00 l w UJ O� on ¢oi d�u vp �n ov E I VC N. _. Norco 750 750 c v1w 53 ^� ¢ - o� ^n iy _ - - o a 8 i0) �y 89X4J%� _1 ¢ :- ±"� any b aim 5� '1� 1 z ��J Cw ¢ _ U Y 46.iD 84X - -__ Yn + N ba �__ 740 x m 74O C F U 7.00' a --_ �T' d o a inn A>N�� w p1 _ m �FoW 01 O � 0 31:4 29.82'. - _- - _- bw 1n i=l= 1 So �:/�_ 9 LC _ - +- - _ < �" ! EXISTING GRADE m b m 'n N p (ggN n tri _-__ VI VIW - - - - - - - - _ _ - 290.49'. LC -- PC/L -----_ �- �i y6 r`+Ni PLOT OATS W ib + ¢��wno 730 nn An WW r-- WnNW U % -4.80 .-.. < I.. -.. - _- Tui _ JOB NO.: 730 PROPOSED FINISH n1 - GRADE A SO TH FL I° S d d�u 0 1 {y'"'" 050426 �w Tow n yw -�---- _ - - FILE NAME' 0.84% _j �_-- -. - -. 0 0.64%4 -1.15X -0.34% 1 050426 -10 -NERC -ST - SCALE: 1'-40' - 31.4 31.27 j, 720 i"-10' 72O C LC 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SHEET ND..10 OF 15 L:\Projects\2005\050426\ACAD\IMPROVEMENTS\STREETS\050426-10-HERC-ST.dwg 4/3/2007 2:15:17 PM PDT CURVE TABLE CURVE F DELTA LENGTH RADIUS C26 86'1025' 45.12' 30.00' C48 88' 10 00' 46.16' 30.00' C49 36'34 25" 319.16' 500.00' C50 36'3415' 306.40' 480.00' C57 90'0000' 3142' 20.00' C52 90'25 26 31.56 20.00' C53 893434" 31.27' 20.00' C54 90'00 00" 31.42' 20.00' C55 32'00'27' 290.49' 520.00' C56 90-0000 31.42' 20.00' C57 85--2603 29.82' 20. DO' 760 150.00' 0 w 0 o N ° ci 760 M VG o J N < _ O U > W } N N b O Qp� _ _. b W � � b y I O N OON N Y �^ ^b I I _ _. U p � � � j VY1 < +O iY+O il. W .. J O I - �< 7s. o I 750 �m75022 W n ¢ � vc ! >W �1 ~0 S CL 2 5000 740 45.121' 04% 1 7 .00' GQ >>, 740 LC _--__ 04X EXIBTING GRADE Y�LLO// 0 CIL a +In __ + 730 V 3 -. -•��_ b W bn_ 1~/1W ti� nn WW ��SnV~I� d 730 r ---Ed-- - PROPOSED FINISH -��T h W d GRADE NORTH FL io i m w _ oa H w Kn w -0.84 ._... _ 31.41 31.5 r 720 G C 720 W J 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 Lu ^ = co O GaZa SOUTH FLOWLINE O z a Z 760 = w z a 760 b w a W o� ^N N m e a W a � NWW U U Ory X - o_ n s x m W 75.00' 1 1 ". 00 l w UJ O� on ¢oi d�u vp �n ov E I VC N. _. Norco 750 750 c v1w 53 ^� ¢ - o� ^n iy _ - - o a 8 i0) �y 89X4J%� _1 ¢ :- ±"� any b aim 5� '1� 1 z ��J Cw ¢ _ U Y 46.iD 84X - -__ Yn + N ba �__ 740 x m 74O C F U 7.00' a --_ �T' d o a inn A>N�� w p1 _ m �FoW 01 O � 0 31:4 29.82'. - _- - _- bw 1n i=l= 1 So �:/�_ 9 LC _ - +- - _ < �" ! EXISTING GRADE m b m 'n N p (ggN n tri _-__ VI VIW - - - - - - - - _ _ - 290.49'. LC -- PC/L -----_ �- �i y6 r`+Ni PLOT OATS W ib + ¢��wno 730 nn An WW r-- WnNW U % -4.80 .-.. < I.. -.. - _- Tui _ JOB NO.: 730 PROPOSED FINISH n1 - GRADE A SO TH FL I° S d d�u 0 1 {y'"'" 050426 �w Tow n yw -�---- _ - - FILE NAME' 0.84% _j �_-- -. - -. 0 0.64%4 -1.15X -0.34% 1 050426 -10 -NERC -ST - SCALE: 1'-40' - 31.4 31.27 j, 720 i"-10' 72O C LC 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SHEET ND..10 OF 15 L:\Projects\2005\050426\ACAD\IMPROVEMENTS\STREETS\050426-10-HERC-ST.dwg 4/3/2007 2:15:17 PM PDT 760 750 740 730 720 760 750 740 730 720 RED HAWK COURT STA 10+00 - 14+01.33 SEE SHEET 14 FOR STREET CROSS SECTION WEST FLOWLINE 88 =e 760 o I I TILL $TA. 9+53.70 GENERAL NOTES no CONSTRUCTION NOTES LEGEND 746.3 50' VC + ^m un $TA. 9+61.52 EVC ELEV. 745.87 7. ALL STATIONING IS STREET QA - CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK, PER COY OF BAKERSFIELD STD. Si -3 Q� I BC BEGINNING OF CURVETURN LC LENGTH OF CURVE VC VERTICAL CURVE GALTRANS STANDARD RAMP RSP-A8B4 CAU W � OOH WISE CENTERLINE UNLESS OTHERWISE NOTED. BCR BEGIN CURB RETURN PCC PI POU POINT OF COMPOUND CURVE POINT OF INTERSECTION DIRECTION OF GUTTER FLOW 1 -800 -,QV -2" LC LC QB - CONSTRUCT WHEELCHAIR RAMP, PER C41 -TRANS SID. RSP-A86A CASE A BVC BEGIN VERTICAL CURVE 10+00 2. ALL CATCH BASIN OPENINGS TO BE 4PER COY 3.70 PIX ELEV. 74678 CB CATCH BASIN POC POINT ON CURVE EXISTING PAVEMENT OF BAKERSFIELD STD. 0-14. n� © - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 7A.9+6+ EVC ELEV. 745.87 DEP DEPRESSION PRC POINT OF REVERSE CURVE -G - EXISTING GAS UNE ro. ^ EC END OF CURVE PNC POINT OF VERTICAL INTERSECTION W- EXISTING WATER UNE + +f 3. INSTALL SURVEY MONUMENTS PER CITY OF 0 - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERSFIELD STD. S7-18 ECR END CURB RETURN POC POINT ON CURVE � EXISTING SURVEY MONUMENT BAKERSFIELD STANDARDS ST -13 (UNLESS ELEV. ELEVATION POVC POINT ON VERTICAL CURVE II, "' OO PROPOSED SIDEWALK OTHERWISE NOTED) AT ALL INTERSECTIONS OF OE - INSTALL STANDARD 12' WIDE CONCRETE CROSS GUTTER PER CITY OF BAKERSFIELD STD. S7-17 EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION 10+00 PROPOSED SURVEY MONUMENT STREET CENTER LINES AND AT ALL BEGINING AND OF - INSTALL 5.800 LUMEN STREET LIGM PER COY OF BAKERSFIELD STD. 57-74 (000.00) EXISTING ELEVATION UNE M BIN RIGHT RIGHT OF WAY STREET LIGHT STREET SIGN ENDINGS OF CURVES. FL ROW GRADE BREAK 0.005 SLOPE, IN FOOT PER FOOT I TRAFFIC SIGN 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT © - CONSTRUCT 16 FI RESIDENCE DRIVEWAY PER CITY OF BAKERSFIELD STD. ST -4 IN V. INVERT STA STATION '`� �*� 24 FT SECONDARY ACCESS DR - DRIVEWAY CENTERLINE. LT LEFT 7C TOP OF CURB OF TO BE LOCATED WITHIN RIGHT OF WAY O - INSTALL TRAFFIC SIGN PER SHEEP 15 INSTALL 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, J - PROTECT SIGN IN PUCE AND WATER MANHOLES 70 FINISH GRADE. © - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERSFIELD STD. S7-1 OM - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. S7-14 0 - INTERCONNECT CONDUIT AND PULL BOXES PER CITY OF BAKERSFIELD STD. T -J4 OD - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PIAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS 70 BE INSTALLED FROM FLOWLINE TO FLOWUNE. © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 BOUNTIFUL HILLS DRIVE SEE SHEET 9 16 18 19 20 21 M 22 6D' I � 017 $ o 20'+20 e n m a I I 39 STA. 9+66.33, N N H STA. 13+81.33 F G G G C 38.0017 40' 0 40' 418K5 G oG O M M M MG M I y STA. +23.66 i'1j a o o STA. 1J+79.79 HORIZ. SCALE: 1"=40' '1 o18.oDLiBc +o VERT. SCALE: 1"= 10 ' R/W N , 1 s -- - 12' A - -- -- -- -0C7 B 40 STA. 14+01.33 RED HAWK= 9x62 Cl SO 18 STA. 13+61.33 14 O STA. 70.10 STA. 10+13.80 0+00 11+00 L 12+00 60' 36'- N89'50'56_E 401.401.33_ 13+00 18.001T BCR BOUNTIFUL HILLS C9 19.67'LT PRC 15 _ � { _ _�_ _ STA. _ 13+61.33 E CURVE TABLE STA. 10+70.82 L CURVE DELTA LEN67F1 RADIUS STA. 10+00.00 TA. 10+00.00 18.00 RT EC 30' 18. 'RT BCR C6 90,00'00" 31.42' 20.00' STA. 9+58.70 20.00'RT C C7 90'00'00' 31.42' 20.00' 12.36'RT POC G C6 Ca 6342'06' 41.14' 37.00' STA 9+58.70 R42' STA. 10+3765 - - ,� A - - -' - ro B I C9 119'39'06' 87.71' 42.00' n 27.63'RT PI 38.67'ftT PRC m R/W ov oo m N STA. 17+77.33, 41 C10 19'11'17 10.05' 30.00' + + I C63 14314'19" 105.00' 42.00' \ .� STA. 13+81.33 'RT C63 78.00ECR \ _ + G G 5 13+73.83 F 50'0' ftT STA. 9+79.3414 < 13 Q 12 < 11 4,BK7 10 ~i: { G N � BOUNTIFUL HILLS DRIVE SEE SHEET 9 760 750 740 730 720 760 750 740 730 720 RED HAWK COURT STA 10+00 - 14+01.33 SEE SHEET 14 FOR STREET CROSS SECTION WEST FLOWLINE 88 =e 760 o I I TILL $TA. 9+53.70 PIVC ELEV. 746.78 no m POVC EL V. 746.3 50' VC + ^m un $TA. 9+61.52 EVC ELEV. 745.87 Q� I 105. 10.05' LC LC 10+00 STA. 9+5 3.70 PIX ELEV. 74678 POVC EU V. 746.3 50' VC n� U 7A.9+6+ EVC ELEV. 745.87 `� w .52 ro. ^ O4 + +f d II, 771' 41.14' LC LC 10+00 750 e Q x o w m 31.42 C V d XISTING ORA/L nn n^�^W =o'I ... 740 C 0 Y KIN :Q!S:ED:Nl:SH7 co 730 �' 3 E O NORTH FL _ o 720N W J_ 12+00 13+00 14+00 y W LL o aza EAST FLOWLINE 01 Za°° z 760 fes_ wza W - �' C#)WLu g� V Q 750 o�v z % d cy w - o w W 2 mow_ 4< 740 (� = o¢o - - - XISDNG GRADE �. _. _ i a 3 m !-�� -------- ----� p �,+ - G --- m w j^ PROPOSED FINISH -4.6 __. 'I, nn+nm I, - I'i 730 PLOT DATE: E O SOUTH FL ^ nn+n ^ r^ JOB NO.: �. y��� - 050426 NW ' FILE NAME: -j. az 050426 -11 -RED -ST J1,42, 720 SCALE: 1"-40' SHEE NO.: 12+00 13+00 14+00 V., 11 OF 15 asro" gcVVAOM] CAU • 1-600-2277 750 740 730 720 750 740 730 720 GENERAL NOTES CONSTRUCTION NOTES LEGEND 1. All STATIONING IS BASED ALONG STREET OA - CONSTRUCT 5.5COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 BC BEGINNING OF CURVE LC LENGTH OF CURVE VC VERTICAL CURVE CENTERLINE UNLESS OTHERWISE NOTED. BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE CALTRANS STANDARD RAMP RSP-A88A QB - CONSTRUCT WHEELCHAIR RAMP, PER CALTRANS STD. RSP-ABBA WE A BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW 2. ALL CATCH BASIN OPENINGS TO BE 4' PER CITY CB CATCH BASIN POC POINT ON CURVE EXISTING PAVEMENT OF BAKERSFIELD STD. 0-14. ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 DEP DEPRESSION PRC POINT OF REVERSE CURVE -C- EXISTING GAS LINE EC END OF CURVE PNC POINT OF 3. INSTALL SURVEY MONUMENTS PER CITY OF OD - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERSFIELD STD. ST -18 ECR END CURB RETURN POC POINT ON C VERTICAL INTERSECTION W- EXISTING WATER LINE CEXISTING SURVEY MONUMENT BAKERSFIELD STANDARDS ST -13 (UNLESS ELEV. ELEVATION POVC POINT ON VERTICAL CURVE - PROPOSED SIDEWALK OTHERWISE NOTED) AT ALL INTERSECTIONS OF OE - INSTALL STANDARD 12' WIDE CONCRETE CROSS GUTTER PER CITY OF BAKERSFIELD STD. ST -17 EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION PROPOSED SURVEY MONUMENT STREET CENTER LINES AND AT ALL BEGINING AND (000.00) EXISTING ELEVATION RT RIGHT STREET LIGHT ENDINGS OF CURVES. QF - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 FL FLOW UNE R/W RIGHT OF WAY STREET SIGN 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT © - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERSFIELD STD. ST -4 GB GRADE BREAK 0.005 SLOPE, IN FOOT PER FOOT TRAFFIC SIGN INV. INVERT STA STATION 'EYur�x 24 FT SECONDARY ACCESS DRIVE - DRIVEWAY CENTERLINE. O - INSTALL TRAFFIC SIGN PER SHEET 15 LT LEFT TC TOP OF CURB TO BE LOCATED WITHIN RIGHT OF WAY 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER MANHOLES TO FINISH GRADE. QJ - PROTECT SIGN IN PUCE © - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERSFIELD STD. Si -1 Q - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 QN - INTERCONNECT CONDUIT AND PULL BOXES PER CITY OF BAKERSFIELD STD. T-34 Q - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PUN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWLINE TO FLOWLINE. © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 BOUNTIFUL HILLS DRIVE SEE SHEET 9 I I 28 29 a 30 a 31 ^ 32 0 33 34 ( STA. 10+23.67, n m 18.0 LT ECIGEI + + I 20' 20' STA. 13+77.77 - G C vii G '� G G H G 38.00'LT ECR _ I n n STA. 13+75.83 30.31 LT FL ( O a o STA. 11+56.37, C 35 2, m P STA. 13+57.37 p) rn S m d h 478K3 - H R/W 18.00'LT BCR B I 40' 0' 40' C15 �$h - - - HORIZ. SCALE: 1"=40- c "=40'c L STA. 13+73.37 VERT. SCALE: 1"= 10' STA. 10+13.81 18' 1 +00 10+00 19 671T PRC 11+00 _ 36' - 12100 N89'50'S_T"E, 397.72 �3+00- .00'LTI I C ( ? E m STA. 10+00.00 STA. 10+70.82 60' 30, L Y8 I 36 CURVE TABLE ( STA. 10+00.00 18.00'RT EC/GB 12' v 20.00' RT C73 I STA. 13+97.37 CURVE DELTA IENCIH RADIUS ^ - C74 JACK RANCH= C11 19'11'17 10.05' 30.00' STA. 18+43.10 R42' R/W n A n "> "' STA. 13+57.37 B BOUNTIFUL HILLS C72 131'26'42' 96.75' 42.00' m m m u C13 6342"08 41.14' 37.00' +p m w + 18.00'RT BCR C74 9d00'Od 31.42' 20.00' STA. 13+73.37 C15 90'00'00" 31.42' 20.00' Y n C62 e n d F I¢-' ^ F ^ d 26.00RT FL I C62 131'26'47' 96.35' 42.00' a ` + n n �^ n " "� "' "'� G STA. 13+69.87 m� i om G w G m G p G o G F4 I37 418K4 23 STA. 13+77.37 M 27 26 25 24 38.00'RT ECR BOUNTIFUL HILLS DRIVE SEE SHEET 9 JACK RANCH COURT STA 10+00.00 - 13+97.37 SEE SHEET 14 FOR STREET CROSS SECTION NORTH FLOWLINE mocc STA. 9+61. 3 PIVC ELEV 745.02 z wo POVC ELEV 744.61 50' VC m _ 750 STA. 9+58. EVC ELEV 744.28. z + e, On 00_n I tta�'O �] '.31.42' -3.00R. PROP SED flNISH o _ w -� GRADE NORTH'. FL m aC s i 740 - n n n� _,-- p .Nw +M+N .3LC 5' - - - EXIST'NG GRADE n nM n; o `/ -d:SOX - - _ 730 --- OCL 96.35' 10. 0 rm -- W w � 720 J Lu g- 10+00 11+00 12+00 13+00 14+00 y _ o = 0 W C o area c , z .� SOUTH FLOWLINE - O Zaz =a �za FwI.- •'', S7A. 9+61. 3 PNC ELEV 746.02 o mCo Lij PVC ELEV 744.61 '50' VC a " 750 U' O + 57A.-9+58. 0 EVC ELEV. 244.28. `oma N _.... _. mo W $ O V n_ mom v w F 1 m CL _ y L'ru PROPOSED FINIS m j j _..... 740 z 6 N w io w G DE O SOUTH FL n G' m x <' !I - v Ju- _ _ V 96. 5' 41.14' - --- EXISTING GRADE ' CIL g 'L. _I_ -____ ``��/AU L LG \\1 4>I -JsOX Awa 730wo i.. - -207X - - - - _ - _ _ _ _ - ! PLOT DATE: 31.42' j ... LC JOB NO.: _ 050426 720 FILE NAME: 050426-12-BLAC-ST SCALE: I., SHEET NO.: 10+00 11+00 12+00 13+00 14+00 12 OF 1/�A�s, UC-STI-C.odwg 4/3/2007 2:57:34 PM PDT / "l RMRR EWIYd7mo CAU • EM 1-wo-zz7-zeoo END TRACT IF ADJACENT PHASE IS NOT , CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. A3}DD � 3+60.7 /BEGIN TEMPORA PAVING h R4: / TEMPORARY PAVING SHALL BE 3' GENERAL NOTES CONSTRUCTION NOTES LEGEND CURVE DELTA LENGTH RADIUS C56 1. ALL STATIONING IS BASED ALONG STREET Q - CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD SID. ST -3 BC BEGINNING OF CURVE LC LENGTH OF CURVE VC VERTICAL CURVE CENTERUNE UNLESS OTHERWISE NOTED. 635.00' C59 BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, CALTRANS STANDARD RAMP RSP-A88A QJ QB - CONSTRUCT WHEELCHAIR RAMP, PER CALTRANS STD. RSP-A88A CASE A BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW 2. All CATCH BASIN OPENINGS 70 BE 4PER CITY CB CATCH BASIN POC POINT ON CURVE AND WATER MANHOLES TO FINISH GRADE. EXISTING PAVEMENT OF BAKERSFIELD STD. D-14. © - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 DEP DEPRESSION PRC POINT OF REVERSE CURVE -G - EXISTING GAS UNE EC END OF CURVE PNC POINT OF INTERSECTION W- EXISTING WATER UNE 3. INSTALL SURVEY MONUMENTS PER CITY OF D - O INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERSFIELD STD. Si -18 ECR END CURB RETURN POC PON ON CURE CURVE EXISTING SURVEY MONUMENT BAKERSFIELD STANDARDS Si(UNLESS m ELEV. ELEVATION POVC POINT ON VERTICAL CURVE PROPOSED SIDEWALK OTHERWISE OTIIERNISE NOTED) A7 ALL INTERSECTIONS OF QE - INSTALL STANDARD 12' WIDE CONCRETE CROSS GUTTER PER CITY OF BAKERSFIELD STD. ST -77 EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION Oo PROPOSED SURVEY MONUMENT STREET CENTER LINES AND AT All BEGINING AND INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD SID. 5T-14 (000,00) EXISTING ELEVATION RT RIGHT STREET LIGHT ENDINGS OF CURVES. QF - FL FLOW UNE R/W RIGHT OF WAY STREET SIGN 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN A7Q G - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF fl4KERSFIELD STD. Si -4 GB GRADE BREAK 0.003 SLOPE, IN FOOT PER FOOT STATION { TRAFFIC SIGN 24 F7 SECONDARY ACCESS DRIVE - DRIVEWAY CENTERLINE. - INSTALL TRAFFIC SIGN PER SHEET 15 INV LT INVERT LEFT STA TO TOP OF CURB i0 BE LOCATED WDWN RIGHT OF WAY 1 �,� 40' � 40' 2 HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 10' CURVE TABLE POC CURVE DELTA LENGTH RADIUS C56 90'00 . t " C57 85.26 Q -T 1 29.82 20.00' - .. 139.46 635.00' C59 9'3410" 136.12' , C60 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, 732.78' QJ PROTECT SIGN IN PLACE AND WATER MANHOLES TO FINISH GRADE. - 16 16+03 © - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1 mQh N m + 27.50' RT Q - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14 m HNSTA. 20+89 .02 QN - INTERCONNECT CONDUIT AND PULL BOXES PER CIT' OF BAKERSFIELD STD. T-34 418L3 h^ hb hO Qp - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 N MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWUNE TO FLOWLINE. OO 21+08.96 1 1 © - CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -3 G Oh G + G GSA ECRM RT + + + + + + + HERCULES STREET 1 4 ° 60 59 58 57 ^ 56 SEE SHEET 10 TRACT 6426 54 TRACT 53 62 63 52 64 65 66 67 68 70 60 PHASE 2 � 1 PHASE 1 � 69 n n m M mo s 20 20' PHASE BOUNDARY ? n h M n i + b ^ STA. 21+07.31 G .31 .OO'LT E ENTS 61 STA. +8731 C20.00' + + LT BCR PAVEMENT + +8+4653,STA 275LT STA. 15+98.53 1.L I 20.00' LT EC R/W 10' 1n (7 1nN 5' n Vl _ 2. R39' C C 16+00 17+00 40. 2� iT+00+00 L 528.79_ 19+00 20+00 21+00 1515+0 _ - -- �36'$5'21_E - F- 'WOh4hY -I-r _C5�}.� STA. 15+98.53 _ STA. 15+98.53, EC 60 L STA. IRN AROUND :� STA. 14+62.41 20.00' RT EC 30' STA. L 80 1 �,� 40' � 40' 2 HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 10' i'l AC, MINIMUM OVER 6" NATIVE SEE SHEET 10 SUBGRADE COMPACTED TO 90% -+f_" DER i RELATIVE D NSITr. Q m �, W HERCULES STREET z �a w CURVY HILLS DRIVE STA. 14+62.41 - 21+27.32 I, �a SEE SHEET 14 FOR STREET CROSS SECTION m rA 0 w 0 rc f w WEST FLOWLINE ¢ 1 ^ 0 n b N o 770 ¢ m N z E m m a nOo - b EXISTING GRADE ..150.00' W W ®GTL\ 760 1 760 j ---------------- -------- -1. 7----T07X - U VC^ N CL �a�a___ c-.> - =- _- PPA > hh ma, Wti PROPOSED FINISH ¢ 16 a� gym^ 750 750 �O^ Nth W N++�W •-WW �N -2.88X--�IqW U Iii OM1 > - _- _. _.... /� •-. w � \V nF-M1 2V�W._ W Uj -.-BEd q3% 6u ' cc Cy 100. 2013- 740 aRa' Z � 31. -- -- 740 LCw ui Co LL 14+00 15+00 16+00 17+00 18+00 19+00 20+00 -21+00 W _ 0 Co Iza c agz EAST FLOWLINE 0 Za LuLuP W co w no no x a w o-c >o o Wv 0 w I EC co N ^ EXISTING GRADE' m J 760 o zz _ � --- - --- -----------------\1 150.00' m 760 W � 2 --- -. __._ __ _ - _._-_ i> VG m JN W i 029% ^^ m- U ve m w ¢ ��_ S PHASE 2 m m m N m N Z y -2.88% .dn m�U a mo �mOn __ __ ` mn N O mI_. 'bm + 04 b SED �o ¢aW M� W U, FINISH n _"g^ oa 750 �ff%fJ 750 nRn> �� W Nm a+aa w GRADE O EAST FL _--_.. n .'288% ..��� _-_. NJWn^4' i -n Ty viw v'W --.- PROP o ^ w ^ w Y, ^ PLOT DATE ¢ QUy ¢Z Y<V ` .__... JOB NO.: in m w vp 700.00' Gi m �^ ^2.88% - - - 2.003 -1. 4% 050426 VC - 740 FILE NAME: 740 --. - :, - 29 fi - _.. !, :. ___. _.- 050426-13-CURV-ST L SCALE 1"-40- 1"-10' SHEET NO.: 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 13 OF15 L:\Projects\2005\°50426\ACAD\IMPROVEMENTS\STREETS\050426-13-CURV-ST.dwg 4/3/2007 3:45:52 PM PDT / - W I /& CURVE TABLE POC CURVE DELTA LENGTH RADIUS C56 90'00 . t " C57 85.26 Q -T 1 29.82 20.00' - .. 139.46 635.00' C59 9'3410" 136.12' , C60 9.3410" 732.78' 795.00' 16 16+03 mQh N m + 27.50' RT _ m HNSTA. 20+89 .02 418L3 h^ hb hO 2. T 000SIAL Ca N OO 21+08.96 1 1 G Oh G + G GSA ECRM RT + + + + + + + 1 4 ° 60 59 58 57 ^ 56 55 54 53 52 51 i'l AC, MINIMUM OVER 6" NATIVE SEE SHEET 10 SUBGRADE COMPACTED TO 90% -+f_" DER i RELATIVE D NSITr. Q m �, W HERCULES STREET z �a w CURVY HILLS DRIVE STA. 14+62.41 - 21+27.32 I, �a SEE SHEET 14 FOR STREET CROSS SECTION m rA 0 w 0 rc f w WEST FLOWLINE ¢ 1 ^ 0 n b N o 770 ¢ m N z E m m a nOo - b EXISTING GRADE ..150.00' W W ®GTL\ 760 1 760 j ---------------- -------- -1. 7----T07X - U VC^ N CL �a�a___ c-.> - =- _- PPA > hh ma, Wti PROPOSED FINISH ¢ 16 a� gym^ 750 750 �O^ Nth W N++�W •-WW �N -2.88X--�IqW U Iii OM1 > - _- _. _.... /� •-. w � \V nF-M1 2V�W._ W Uj -.-BEd q3% 6u ' cc Cy 100. 2013- 740 aRa' Z � 31. -- -- 740 LCw ui Co LL 14+00 15+00 16+00 17+00 18+00 19+00 20+00 -21+00 W _ 0 Co Iza c agz EAST FLOWLINE 0 Za LuLuP W co w no no x a w o-c >o o Wv 0 w I EC co N ^ EXISTING GRADE' m J 760 o zz _ � --- - --- -----------------\1 150.00' m 760 W � 2 --- -. __._ __ _ - _._-_ i> VG m JN W i 029% ^^ m- U ve m w ¢ ��_ S PHASE 2 m m m N m N Z y -2.88% .dn m�U a mo �mOn __ __ ` mn N O mI_. 'bm + 04 b SED �o ¢aW M� W U, FINISH n _"g^ oa 750 �ff%fJ 750 nRn> �� W Nm a+aa w GRADE O EAST FL _--_.. n .'288% ..��� _-_. NJWn^4' i -n Ty viw v'W --.- PROP o ^ w ^ w Y, ^ PLOT DATE ¢ QUy ¢Z Y<V ` .__... JOB NO.: in m w vp 700.00' Gi m �^ ^2.88% - - - 2.003 -1. 4% 050426 VC - 740 FILE NAME: 740 --. - :, - 29 fi - _.. !, :. ___. _.- 050426-13-CURV-ST L SCALE 1"-40- 1"-10' SHEET NO.: 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 13 OF15 L:\Projects\2005\°50426\ACAD\IMPROVEMENTS\STREETS\050426-13-CURV-ST.dwg 4/3/2007 3:45:52 PM PDT / - W I /& CURVE TABLE CURVE DELTA LENGTH RADIUS C56 90'00 . 31.42 20.00' C57 85.26 Q -T 1 29.82 20.00' C58 9'J4 19 1 139.46 635.00' C59 9'3410" 136.12' 815.00' C60 9.3410" 732.78' 795.00' i'l AC, MINIMUM OVER 6" NATIVE SEE SHEET 10 SUBGRADE COMPACTED TO 90% -+f_" DER i RELATIVE D NSITr. Q m �, W HERCULES STREET z �a w CURVY HILLS DRIVE STA. 14+62.41 - 21+27.32 I, �a SEE SHEET 14 FOR STREET CROSS SECTION m rA 0 w 0 rc f w WEST FLOWLINE ¢ 1 ^ 0 n b N o 770 ¢ m N z E m m a nOo - b EXISTING GRADE ..150.00' W W ®GTL\ 760 1 760 j ---------------- -------- -1. 7----T07X - U VC^ N CL �a�a___ c-.> - =- _- PPA > hh ma, Wti PROPOSED FINISH ¢ 16 a� gym^ 750 750 �O^ Nth W N++�W •-WW �N -2.88X--�IqW U Iii OM1 > - _- _. _.... /� •-. w � \V nF-M1 2V�W._ W Uj -.-BEd q3% 6u ' cc Cy 100. 2013- 740 aRa' Z � 31. -- -- 740 LCw ui Co LL 14+00 15+00 16+00 17+00 18+00 19+00 20+00 -21+00 W _ 0 Co Iza c agz EAST FLOWLINE 0 Za LuLuP W co w no no x a w o-c >o o Wv 0 w I EC co N ^ EXISTING GRADE' m J 760 o zz _ � --- - --- -----------------\1 150.00' m 760 W � 2 --- -. __._ __ _ - _._-_ i> VG m JN W i 029% ^^ m- U ve m w ¢ ��_ S PHASE 2 m m m N m N Z y -2.88% .dn m�U a mo �mOn __ __ ` mn N O mI_. 'bm + 04 b SED �o ¢aW M� W U, FINISH n _"g^ oa 750 �ff%fJ 750 nRn> �� W Nm a+aa w GRADE O EAST FL _--_.. n .'288% ..��� _-_. NJWn^4' i -n Ty viw v'W --.- PROP o ^ w ^ w Y, ^ PLOT DATE ¢ QUy ¢Z Y<V ` .__... JOB NO.: in m w vp 700.00' Gi m �^ ^2.88% - - - 2.003 -1. 4% 050426 VC - 740 FILE NAME: 740 --. - :, - 29 fi - _.. !, :. ___. _.- 050426-13-CURV-ST L SCALE 1"-40- 1"-10' SHEET NO.: 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 13 OF15 L:\Projects\2005\°50426\ACAD\IMPROVEMENTS\STREETS\050426-13-CURV-ST.dwg 4/3/2007 3:45:52 PM PDT / - W I /& 9'-0" MAX, 0.�.,,. . 9'-0" MAX, OC, m yG' - 1' PROVIDE REPLECTiVE TAPE FSC, -- ------- .___.._-.-.y' Tta 64' ( �� 2"x12" DOUGLAS FIR RAILING V-'--T' ro 5'---,-- -35' S0 20'-+- Y. hICi TE: CITY TRAIL I :, BARB -CADS F.iJST 8E URE MEDIAN CE w FU L WIDTH OF 4 TO LA,� PAVEMENT OR G 2B01 T /yO 4T M INC �1: ' - __- - p EXIS _ as w -Q le �BIZ 3 w --._.. 2% TKAJEI LE^ WAY ro oli _ FllFl \ 1 TH WASHERS G I :- LJ .� J.7✓�SSi..rnti �` r -` - INSTALL 6 6 COME NATION TYPE , - - __/ 5" ;: B" REDWOOD L- X Al' REDWOOD HEADER P0`ui5 �.NCALL TYPE6SIDEWALK PER. CRY LEIEL WITH TOP OF PAVEMENT G CURB ANLT`ER STO S-3. ROAD ' ASPHALT CONCREOF PER. m -TD. s-1 TEMPORARY TIMBER BARRICADE Cl._ U A.B. tI ALI, t N.M T. R .�' CLF.B COMP LOONG FOR TYPICAL CONDITION -�-✓-ter'-v'- ,, _ ,. T' 1.5-0 EAS. PALADINO DRIVE O' CONPACT_D SUFIGft' E ` ..L fAt ^[11Y:, DRIV N , ' "'^ --" PROVIDE REFLECTIVE TOPE __ 6 95% REL COMP { L- ^_" X 12" X 10'-G'' STA 10+00.60-2G+Fr4.42 T.= \-^...�"^--^`-�`--'\-"--^--^-'''-�`--^-'^�--^.- r'/ � � SECTION 1A - ARTERIAL HALF STREET SECTION .i ED 24' lJ ---.............................___--__,_ -------- -- 52' TO 59' ___j ___._ ._.,_._ — PORTABLE TIMBER BARRICADE FOR SPECIAL CONDITIONS '11' To SV— C-10, r, 7' LACEMEN i TTT�tTT''ll w ftEPLACEM k .r _ 2 k 2 CARRIAGE BOLTS _ w AL SIGNS -0 BE IN ACCORDANCE WITH 2f " 8 � T EXISI ING PAVEMENT _, .a--- -NT x 4 --. S OH TRANSPORI.AJION STANDARDS 6„ X G. 0"' - E:i.!3L-_'_ j 1%--,�..-�- 2 USE OF THE PQRTAB E BARRICAD'FWILL _ ?'7 MOT;. - -� BE SLiR„EGT 7.a APaP.,AVAI. BY 7'i F. _ !:+ _: CIN FNGINw..?. INSTALL TYPO "wl" MI::DIAN CUR `. k �� < - 3 TWO COATS OF WHITE PAINT SriAL 2" X 12" X 4' 0' BE PLN ('1`Y STD S 35. IY `"� Ti ` 4NSf1 I 6-5' APP' IED TO THE SUR 1C OF A' L LUMBER. - COMBINATION TYPE: 4 WOOD P4'C..,L -1 TREATEC WITH 1 1 „ 1 • SDr VALK PER. GIN PRESERVAUVE MAY BE SUBSTITUTED 272 X 8f2 CARRIAGE BOLTS l CURB TYPE CUTTER STP 5-3 FOR REDWOOD MA"AERIAL. CURB AND CUTTEP. ASPHALT CUtiOftEfE PER. CITY STD. 5-1, 5. ABANDONED BARRICADES TO BE H'_C}11MED G:. I; A.B. BY THE CIT. OF VISALIA. .`�.�✓'��^ �TREET NAM' i.l. PTA. 997 nils' LTO PALADiDRIVE\COMPACTED SUE , Aa Nc DR 8 - Q 6.F : U EA r STA 20+6442-234'.6.2? `--�0 g59hR-EL^-COME; ltd �._ �_.ti, .s,_, .s,_, .f._, r._,�,"., .."�..,1 "A 1"�_ _TIMBER,, BARRLCADE, SECTION 1B ARTERIAL HALF STREET SECTION RECISION APPROVED EIC 2 68...g5' -. ,- ...,...-.., 1... .....___.._ 14' C B r iil I7 iDATE REBEKAH GODEr' R,C.E 82465 w 'X 082185 {Rif w ! "..u. 3'015' 7„ 34'_38• _.__._._ ............. ®. „ 34'-50 i 1' —3 < 3 / I � ?.�.-8•— .,__.0 :._ ._. rt t i%4it°1 qIE, OONrr 2VpQ-� IDATE AT SCHROEfER R.C.E. 46185 2Yt,17N.IU . NOTED ON - L �- 7 4:7 -MAXI 2% PLANi-YP1 I 2% 4'1 M:FI. VAX .'. REVISE SUBc,RADF CGP.}PAf7lON TO t' PER ASPH CONCRETEJYF) P VGrmr OESGN RECOYMENDAT'GN LETTER ERGM ITISTALL 6 i CCVBINATION TYPE SIDEWALK SAILS ENGINEERING INX DATED JULY 19, 2019 PER. CIT STC. 5-3 /! '%- Mr. BOON SIDES). / r16 COMPAt,�ED SUBGRADE. Tp \�5% RE_ DOME- ! I j SOILS ENGINEERING INC. INSTALL TYPE "B' � ; 4eremy Wider Coe&trudton SEI al No. 19-176S6 , CURB AND GU'TER - vv v., v �- -� �.-- -„-v-« v- r-. - "n: Project. Posts 5426-Castarifna-Phose1 Ady 19, 2419 PER TIT' STD S-1 TREE. 'AME I. R AC L A hFP-L6 PT(_ =- - LoCatlan•Palt aDY$ ' IDT f%el[1. CA Paa22 (TYP. 3074 .DES} IV I IV 'l� RI P DRI✓' f.0 5 J 53 �( .CNr Tfl] ) n o (1 v E ,O g t n C. e t{ n g I n c. - - HMA PAVEMENT DESIGN0 SECTION TI OF 6, 'I 19 Int 4 SEI File No. 19-17056 - - - - Z . I -- .. Subgrade« R -Value Class 11 AsgPAdAde Base R -Value TraMc Index Hot Mlx Asphalt (B) Aggregate Base (H) Compacted Native Subgrade ASPHA-. CONCRE E S TYPE x $ i Jeremy VAlter Construction Base Bas n ( } t } t,1TY STC. S-3 R .0 TI i it o rI.. NOT, ON- '� Reference [1 j: Preliminary Sails Investigation BOTH ; SDES). /.... "B" 7.0 COME 8l1BGRA2 } +s 5.0 ALL TYPE 4838 Burr Street, Unit B 5 78 min 6 0,33' 1.00 1.0' _ 78 min PER CITY STD, S-1, �a I.coeval 01 S �����ff� 1,501 0' PER. OI sTD s s NSTA L TYPE e„ cltt 5 Cc: QK, Inc.: Attn: Ms, Rebekah Godett (T` -P. BOTH SIDES). COMPACTSD SUB;_rr DE IO� i?D. CURB & OaI C1EK 1 k.. _ Attention: Mr. Jeremy Willer HMA PAIDiffiffiff GRINS AlgYION TI OF 4,5 I 1...--�. _.. _10'----- I ............. 26'-- ......moi_... 2C'---- a .....--.-, - -'�� Subject: Plan Review & Madded Pavement Design Section Recommendations Project: Tract 6426-Castellino - Phase 1 Subgrade R Value Class 11 Aggregate R-Va Cue Traffic Index Hot MixAggregateN Asphalt Basee tit if Compacted a ubgrgade• ASPHA-. CONCRE E S TYPE SIDEWALK JRV'. V LL E Base Bas n ( } t } t,1TY STC. S-3 R .0 TI i >2 hA1N. o rI.. NOT, ON- '� Reference [1 j: Preliminary Sails Investigation BOTH ; SDES). /.... "B" 7.0 COME 8l1BGRA2 } +s 5.0 ALL TYPE 78 min 4.5 0.25' 0.67' MAX 2% -2� li PLAN FR 2%�MIN w t ,2) z%- 4:1 KAX Tract 6426 Located South of Palondino Drive, Bakersfield, Kern County, California5 1.0' _ w^ , B Splits ineernInc. SEI Fe No. OS -11124, Dated, March 11, 2005 SE N.M I. R C CL2 e JMP INSTALL 5.5' COMBINATION -J- 4u 4.5 Ors ASPHA-. CONCRE E S TYPE SIDEWALK JRV'. V LL E CL II A.B. n PER. t,1TY STC. S-3 R .0 TI i ION V (TYP. BOTH ; SDES). /.... "B" 7.0 COME 8l1BGRA2 } +s 5.0 ALL TYPE 95% RE . CCMF. (� COA >} D- C RtT APID GUTTER �u��� he _ 78 min PER CITY STD, S-1, �a I.coeval 01 S �����ff� 1,501 SE N.M I. R C CL2 e JMP GOI IP16 DROWN HIL DPIJ rl N IF III EVE �ERCU-ES 1,TREET 4u 4.5 Ors 0 5C 59 0<' 1 92.. u C n WEST N0.TH FARF JRV'. V LL E 4,0 n 0:25 0 C R .0 TI i ,-D LE r 4,5 5 C2 E , NORTH w-it-6FR. w------7 - E Nr _._ +s 5.0 1 67 NORTH Vn-ST- j HMA PA E ENT DESIGN SECTION TI Of 4,0 {, Reference [21: Street Improvement Pians, Tract No. 6426 - Castellina - Phase i M V )i By Quad Knopf Inc., Job t File No. 050426 -01 -02 -CV -ST, COB Dated, 08-22-17 { { Deaf Mr. Willer: (iYP. BOTH SIDES) �..-...; ,,.....,. .. v Per your request we've reviewed the reference files III Blrl t0 determine IE a reduced 4UtJgrade preparation section Is possible, Our Original geotechnical report0l provides a pavement section 9 preparation based on our laboratory analyses. The original street Improvement piansIM ' The aggregate base and subgrade compaction shall be according to our recotnmenduffons SECTION 3 40STREET SECTIONI increased the subgrade preparation section by one (lj foot. Due to site conditions this increased subgrade preparation is Impacting the ability to complete the construction. listed In the above reFerenaedN design pians. Below we've provided a pavement design section based on the lowest Resistance "R" Value These recommendations are valid only if the pavement is properly drained and shoulder areas w are graded to prevent water ponding at pavement edges. All construction should be subject .......... " ,-,..._.....__ so' _._.._.,.._..._ obtain from our original geatechnical Investigation 111. These recommendations are typical to to review by SEI and/or OF, Inc., adequate tests and observations to verity conformance with 4 the approved street improvement planoo with only one (1) foot of subgrade compacted to these recommendations, 95%of the mordmum density obtained by ASTM D1557, 12' ---------18'---- ,, s' -------...... --- 12' - I Vedficatlon of design values were calculated utilizing the California Department of We hope this provides the information you needed. IF you have any questions, please tali. J Transportation (Caltrans) Hot Mix Empirical Design (CaIFP-Version 1.5) and/or Pavement ME ( Respectfully Submitted, VaF0FESts"P w Design v2.S.S, ( SOILS ENGINEERING, IN k4 gH0aA3 �4Og' v MTPJ t HMA PAY fNJ DREEN SECTION TI OF 8,S yds eX< y 'o ( t`i NO E:^ GN..� 0 2„ MIN, t ,.� /1 w O -Z m <%- YL4N T 4.1 MAX - { w 7 .- ........ .. ----� ,� •-:.r", �,�s-;,,:�:5, �-'---= --�_ .-.� ,Yl`TEi h1AM Class It - A! Hot Billy. _.._, Aggregate M-9 mo �. Y, a ,,, v w B d subgrade R -Value A re ate gg g Traffic index Asphalt p Base" Sabgrade" L Thomas Bayne, Sa IS President srr TECNNP 1 'N`-iA S.`T t')MB.NAEIt"v - / ASP ALT CON CRETE INSTAr ,TA.rDARQ I TYPE„ SIDEWALK, Base R -Valued .EG H K t,OU ACK RANCH COURT (it) Off) 6.67 0.57 9 preparation based on our laboratory analyses. The original street Improvement piansIM ' The aggregate base and subgrade compaction shall be according to our recotnmenduffons SECTION 3 40STREET SECTIONI increased the subgrade preparation section by one (lj foot. Due to site conditions this increased subgrade preparation is Impacting the ability to complete the construction. listed In the above reFerenaedN design pians. Below we've provided a pavement design section based on the lowest Resistance "R" Value These recommendations are valid only if the pavement is properly drained and shoulder areas w are graded to prevent water ponding at pavement edges. All construction should be subject .......... " ,-,..._.....__ so' _._.._.,.._..._ obtain from our original geatechnical Investigation 111. These recommendations are typical to to review by SEI and/or OF, Inc., adequate tests and observations to verity conformance with 4 the approved street improvement planoo with only one (1) foot of subgrade compacted to these recommendations, 95%of the mordmum density obtained by ASTM D1557, 12' ---------18'---- ,, s' -------...... --- 12' - I Vedficatlon of design values were calculated utilizing the California Department of We hope this provides the information you needed. IF you have any questions, please tali. J Transportation (Caltrans) Hot Mix Empirical Design (CaIFP-Version 1.5) and/or Pavement ME ( Respectfully Submitted, VaF0FESts"P w Design v2.S.S, ( SOILS ENGINEERING, IN k4 gH0aA3 �4Og' v MTPJ t HMA PAY fNJ DREEN SECTION TI OF 8,S yds eX< y 'o ( t`i NO E:^ GN..� 0 2„ MIN, t ,.� /1 w O -Z m <%- YL4N T 4.1 MAX - { w 7 .- ........ .. ----� ,� •-:.r", �,�s-;,,:�:5, �-'---= --�_ .-.� ,Yl`TEi h1AM Class It - A! Hot Billy. _.._, Aggregate Compacted Name �. Y, a ,,, v w B d subgrade R -Value A re ate gg g Traffic index Asphalt p Base" Sabgrade" L Thomas Bayne, Sa IS President srr TECNNP 1 'N`-iA S.`T t')MB.NAEIt"v - / ASP ALT CON CRETE INSTAr ,TA.rDARQ I TYPE„ SIDEWALK, Base R -Valued .EG H K t,OU ACK RANCH COURT (it) Off) 6.67 0.57 F p T e GALIt' I `YPE SIDEWALK ! BAKERSFIELD, CA 933132018 Fax: 661831 2111 _ LL,6g118,englnenrina caro y BAKERSFIELD, CA 93313.2019 Fax: 661 831 2111 IlSenaineeNng.Cam he 78 min 8.5 0.5U' �����ff� 1,501 0' PER. OI sTD s s NSTA L TYPE e„ cltt 5 Cc: QK, Inc.: Attn: Ms, Rebekah Godett (T` -P. BOTH SIDES). COMPACTSD SUB;_rr DE IO� i?D. CURB & OaI C1EK 1 k.. _ QK. Inc.: MS. Cathy Williams [ it ,. 1 s5% REL COMP. L%'� ) �..'.,-.,-,,.�-,.�: v-�'..,,-v-,,..._--v.--., -,-,-_.- .,- -, ._.. _.... _._. A S 2019 SOILS ENGINEERING, INCOB: Attn: Mr. Jim Schroeder l- INSTALL TYPE b” { C CURB AND GUTTER D L2, 03019 Sons ENGINEERIlNG,INC -ER. CITY 'ID. S-,,., ,Yl`TEi h1AM 71 - A! VA--_t-OM JKWG w B d (TYP. BOT. SIDES) ILLS ra DRIC __Uf J 'nc tJ 0 - 0 ,1 OG.` i .,.ST 1 4404 YEAGER WAY Phone: Set 8315180 1 o0eonglnaorin .Dom 0YEAGER WAY Phone: 6618315160 in Ilneltgjt,lgg, tta61 /t STREETS rye' LOCAL STREE r S .EG H K t,OU ACK RANCH COURT $ 1 T, 6 1 0 c'1' 6.67 0.57 i 1.3 J+"T AS] BAKERSFIELD, CA 933132018 Fax: 661831 2111 _ LL,6g118,englnenrina caro y BAKERSFIELD, CA 93313.2019 Fax: 661 831 2111 IlSenaineeNng.Cam TTs Yr r77- �Tx 71 SECTION 4 - 36' STREET SECTION \PrnjacasV2919\1 190233 {ACRDCimorovemeNs W J w o o i m� n c Y 4I - 0 w B d Co m =s= : v �H $ y CLv d Co m 7 - LS LS COLLJ Q ^: UJ :t F- O P -m LU r to ui CO AD CL 0 UJ :) 0 UJ 1111 S .BHN o �<MCC P- p- 0) OR j i - 1G 1't, b'.� FILE NAME: 050426 -15 -TRAFFIC -ST SCALE CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C7 T54'TA 1RADIU ' 206.88' 103.61' C2 T32'18" 1969.78' 1 259.16' 1 129.77' FILE NAME: 050426 -15 -TRAFFIC -ST SCALE 14 13 12 11 10 8 T5 7 8 9 FILE NAME: 050426 -15 -TRAFFIC -ST SCALE