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HomeMy WebLinkAbout1.1-6921 RevASPHALT CONSTRUCTION NOTES: ti L=j SP 7- 39.01 7 -1 ASPHALT CONCRETE. CONCRETE SHALL BE TYPE "B" AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE ", OF T NE E L NOTES ASPHALT CO C STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, N()d F "Bo ASPHALT T C NCRETE SHALL CONFORM TO THE REQUIREMENTS FOR THREE - FOURTHS (,J/4) ►NCH MAXIMUM, 1. ALL IMPROVE'MEN TS SHALL BE IN ACCORDANCE W' TH THE REQUIREMENTS AND SPECIFICA TfONS Off` THE CITY OF BAKERSFIELD. AGGREGATE OR TYPE 8 S 0 MEDIUM GRADING, AS SPECIFIED W SECTION 39- -2.02, "AGGREGATE'; OF THE STANDARD SPECIFICATIONS CArY C mEmw?AKxmAE4 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THE PLANS ST -1, ST -3, ST -4, ST-7. ST -9, A R GA TE CONFORMING TO ANY OF THE GRADING REQUIREMENTS !N SECTION 39 -2, 02. ST 10, ST-11, ST -12, ST -13, ST -14, ST-15, ST -16, ST -19, T -1, D -11, D -12, D -13, D-- f4, AND D-- f6. WHEN DIRECTED BY THE CITY ENGINEER, GG E "AGGREGATE" ; OF THE STANDARD SPECfFlCATtONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND 0174ER AREAS WHERE J. PAWNG FOR RESIDENT, LOCAL AND COLLECTOR STREETS SHALL BE TYPE "8a ASPHALT CONCRETE OVER (CAB) AND /0R (CUB) THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. CtX*JTY t:N= KERN AGGREGATE BASE. 4, MANHOLE AND COVER SHALL BE SET I14" BELOW PAVEMENT GRADE. ASPHALT CONCRETE TYPE "B" SHALL HAVE A BITUMINOUS BINDER OF PA VlNG GRADE ASPHALT OF AR 4000 VISCOSITY GRADE, UNLESS "8"CURB AND GUTTER UNLESS O T NERW SE NOTED. S OTHERWISE DIRECTED BY THE CITY ENGINEER, AND SHALL CONFORM TO THE REQUIREMENTS SHOW IN THE TABLE FOR �► STEAM- REFINED 4, INSTALL TYPE PAVING ASPHALT" IN SECTION 92 -1,02, "GRADES", OF THE STANDARD SPECIFICATIONS, 5. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO IRKING DAYS PRIOR TO CONSTRUCTION, 1-800-227-2600 PRIOR TO COMMENCING WORK ON THE PROt EC T, THE CONTRACTOR SHALL PRO VIDE TO THE CITY ENGINEER THE FOLLOWING 6► COMPACT ION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SURD/ VIDER CON TRAC TOR. THE NUMBER AND LOCATION Of iNFORMA TIOM A. THE AGGREGATE AND ASPHALT SOURCE? REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. B, DOCUMEN TA T 70N THAT AGGREGATES CONFORM TO SECTION 39-2.02, 'AGGREGATE" OF THE STANDARD SPECIFICATIONS. TIDNS. 7, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONS TRUC TJON INSPECTION SECTION SHALL BE GIVEN AT LEAST MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS, THE OTHER TEST 24 HOURS NOTICE. (661 -326- -3049) RESULTS REQUIRED IN SECTION 39-2.02, " AGGREGATE ,� , OF THE STANDARD SPECIFICATIONS SHOULD NOT BE OLDER THAN (1) YEAR, 8. WARNING /REGULA TORY SIGNS SIGN PANELS SHALL BE MOUNTED ON POSTS W TH HAWINS M2G SERIES BOLT AND VANDAL PROOF C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED BY CALIFORNIA TEST 367 THE LABORATORY TEST RESULTS ON WINCH THE .MIX SMALL ALSO MEET THE RE�II REMEN TS OF NUT ASSET �8L Y OR EQUAL. ROADSIDE SIGNS INSTALL PER STD. T-19 SHALL BE LOCATED THIN SIDEWALK 6" FRS BA GK, DESIGN IS BASED SHALL BE INCLUDED FOR REWEW THE ASPHAL T CONCRETE SECTION 39 --202, „AGGREGATE'; OF THE STANDARD SPECIFICATIONS. IF THE SUBMITT� v DATA SHOWS THAT THE MATERIALS ARE p SUBS TAN T TALL Y THE SAME AS WHEN T�;E DESIGN WAS PREPARED, THE DESIGN M '� r BE UP TO THREE (3) YEARS OLD. 9. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTIyERWISE INDICATED BY (CA). (GA) INDICATES CALIFORNIA CODES. 10, AN OPEN STREET PERMIT SHALL BE OBTAIN BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. FOR ANY WORK BASE MATERIAL IN LOCAL, ARTERIAL & COLLECTOR'S SHALL BE. PERFORMED W THIN THE EXISTING ACCEPTED STREET RIGHT -OF- RYA Y. UNLESS SECURED BY A SUBDIWSIQN AGREEMENT, A DEPOSIT A. CRUSHED MISCELLANEOUS BASE (CA48) PER SEC T1ON 200 -2, 4 OF THE MOST CURRENT EDIT ION OF THE STANDARD BASED ON A q X11 ED E NC4NEERS EST IA TE FOR THE WORK PERFORMED �fI THIN THE RIGHT - OF- WAY AND INSURANCE SHALL 8E SPECIFICATIONS FOR PUBLIC IWRKS CONSTRUCTION, THE "GREENBOOK" 9WHICH IS BROKEN AND CRUSHED ASPHALT CONCRETE POSTED PRf ISSUANCE OF THE PERMIT, OR PORTLAND CEMENT CONCRETE AND WWII CH MAY CONTAIN CRUSHED AGG BASE OR OTHER ROCK MA TE'RIALS) OR B, MATERIAL THAT MEETS THE CAL TRANS STANDARD SPECIFICA T7ON FOR CLASS 2 AGGREGATE BASE (SECTION 26- 1.02A) KHICH 11. SEW 'R LATERAL LOCA TIO fS TO BE STAMPED "5� INTO THE CURB FACE OVER EACH SEWER LATERAL. ALLOWS EITHER 100% OF THE VOLUME TO BE CRUSHED AGGREGATE ROCK OR UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF 12. INSTALL ADDITIONAL 13 112 PULL BOX FOR STREET LIGHTS AT PG&E SERVICE POINT. ALL BOXES TO BE INSTALLED ON A GRAVEL THOSE MA TERr'HLS. BED A MINIMUM OF 6 THICK. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE 13. CROSS GUTTERS SHALL HAVE A COMPACTION OF 95% UNDERNEATH AND TO AT LEAST I FOOT DISTANT FROM EACH SIDE, FOLLOWING. A, WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 -FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER, B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 -FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER, IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER; A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES (WW TH FOG SEAL COAT ON THE AREAS WHICH HAVE BEEN GROUND), B. REMOVAL AND REPLACEMENT, OR C. PLACING AN 0 VERLA Y OF ASPHALT CONCRETE, THE METHOD WILL BE SELECTED BY THE C! T Y ENGINEER. THE CORRECTIVE WORK SHALL B� : A T THE CONTRACTOR'S EXPENSE, IF USED, THE FOG SEAL CDA T SHALL BE EITHER ASPHAL T REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED AS NECESSARY TO EXTEND THE AREA GROUND IN EACH LATERAL DIRECTION Sid THAT THE LATERAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO THE NEAREST LANE LINE OR PA VE'MEN T EDGE, AND IN EACH LONGITUDINAL DIRECTION SO THAT THE GRINDING BEGINS AND ENDS AT LINES NORMAL TO THE PAVEMENT CENTERLINE, WITHIN ANY GROUND AREA, ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS IN SECTION 42 -2.02, "CONSTRUCTION*, OF THE STANDARD SPECIFICATIONS. IWEN THE COMPACTED THICKNESS IS 0,15 FOOT OR LESS, HALF W'DTH SURFACING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH DAY'S WORK, THE DISTANCE BETWEEN THE ENDS OF ADJACENT SURFACED LANES SHALL NOT BE GREATER THAN CAN BE COMPLETED IN THE FOLLOWING DAY OF NORMAL SURFACING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE, HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER TIME CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS KHEN PAVING OPERATIONS RESUME. W34ERE THE COMPACTED THICKNESS IS MORE THAN 0.15 FOOT, THE CONTRACTOR SHALL SCHEDULE HIS PAVING OPERATIONS SUCH THAT EACH LAYER OF ASPHALT CONCRETE' IS PLACED ON ALL CONTIGUOUS LANES OF A TRAVELED WAY EACH WK SHIFT. AT THE END OF EACH FORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF THE LAYERS OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN TEN (10) FEET: ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE AND ALONG THE EXPOSED LONGITUDINAL EDGES BET*EEN ADJACENT LANES, HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORM FEATHERS TO FACILITATE THE REMOVAL OF THE FEATHERS WHEN PA WNG OPERATIONS RESUME. THE AR A TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO EXISTING PAVEMENT SURFACES BEYOND THE LIMITS OF CONSTRUCT 1ON. A PRIME COAT WILL NOT BE REQUIRED ON SUBGRADE PRIOR TO PLACEMENT OF ASPHALT CONCRETE. IN IERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. AT ROAD CONNECTIONS AND PRIVATE DRIVES, SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, A00171ONAL ASPHALT CONCRETE SURFACING MATERIAL SHALL BE PLACED AND HAND RAKED, IF NECESSARY, AND COMPACT 0 TO FORM SMOOTH, TAPERED CONNECT IONS. THE COMPACTION AFTER ROLLING SHALL BE NINETY-FIVE PERCENT (95X) OF THE DENSITY OBTAINED W 7H THE CALIFORNIA KNEADING COMPACTOR PER CALIFORNIA TEST 304. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY" A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. 01188-96(2002)D W WEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARA TE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD 2 ABOVE SHALL BE USED, IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS BELOW NINETY FIVE PERCENT (95X), BUT ABOVE' NINETY- TWO AND NINE-TENTHS PERCENT (92.9%), THE CON TRAC TOR W'LL BE AD WSED THAT HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS, OR PROCEDURES, OR BOTH, NEED ADJUSTMENT, ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UN T 1L THE CON TRA C TOR HAS N0 T7FIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF THE TEST RESUL TS FOR ANY LOT OF ASPHAL T CONCRETE INDICA TE THA T THE RELA T I VE DENSITY IS LESS THAN NINETY- Y- THREE PERCENT (93Y' ), THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED. flEID A Q SPIFFY 6 u 1 1 t ARN 4�4-- 432 -21 , f j , Al ET iiFwc•'st"u�'wn::;.. 1$ 14 s3 s2 ss to �40 I i AV 21 Li TRACT 2 s, t E©EWDALE COURT i STET 3 , w t I I TRACT 2716 � , I , 1 1 � t ' � I ' f 1 I � t 4 RMoALE HIGHWAY i I SEE CALTRANS PLAN UNAUTHORIZED CHANGES &USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED Br THE PREPARER OF THESE PLANS, � I I i i ► ' KEY MAP SCALE : 1" =200' LEGEND. LEGEND (CONT) LEGEND (CONY) C.O.B. -CITY OF BAKERSFIELD --- - DIRECTION OF DRAINAGE - FtOWUNE PROFILE FF - FINISH FLOOR ELEVATION EXISTING POWER POLE — — — - FLOVIMJNE PROFILE FP - FINISH PAD ELEVATION ALONG CROSS GUTTER BCR -BEGIN CURVE RETURN OO - EXISTING SEWER MANHOLE - - — - FLOMtINE PROFILE ECR -END CURVE RETURN O - EXISTING CLEANOUT FROM 8CR/ECR TO PI PRC - POINT OF REVERSE CURVE EXISTING CONTOUR P54.13- PAVEMENT ELEVATION TC55.88 -TOP OF CURB ELEVATION -CURVE INDEX (SEE FLONLINE CURVE TABLE) F50.62 - FLOWLINE ELEVATION 13 VC -BEGIN VERTICAL CURVE DF50.45 - DEPRESSED FLOWtINE ELEVATION EVC -END VERTICAL CURVE (OG55.80) - EXISTING GROUND ELEVATION FG50.98 - FINISH GRADE ELEVATION (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION C54,98 - CONCRETE ELEVATION (F55,99) - EXISTING FLOWLINE ELEVATION POVC -POINT ON VERTICAL CURVE G.8 -GRADE BREAK BC -BEGIN CURVE 351. - DISTANCE LEFT OF CENTERLINE OF ROAD EC -END CURVE 35'R. - DISTANCE RIGHT OF CENTERLINE OF ROAD H.P -HIGH POINT PI - POI SUMMARY OF IMP ITEM QUANTITY a, c. Pa uuvc, TYPE e aso s iP3 -, AGGREGATE BASE, CL ll C.Y. cy. SUBGRADE PRfPARATIDN ,845 41?, C.Y. MEDIAN CURB 790 L. F CURB AND GUTTER 16�f50 11912 LA SIDEWALK 22, J S F. 14AMSP. DRIVEWAYS 26 12 2iA. STANDARD STREET NAME SIGNS 3 EA, STOP SIGNS 2 EA, MOiNUAiENT ENCASEMENTS A. % EA 5,800 LUMEN HPSV STREET LIGHTS 5 EA. 9.500 LUMEN NPSV STREET LIGHTS 2 EA. . ,,,,,,opoll, 1111111111�1 1111,11, 111111111 MIS OF 8;: -rte M df w �11714 w SAO* foe - sa urn of -rte sOM06r WAItM eF s , T. 29 S. � A 26 E.. ON �CD� t'iF �Y igl.ED tN BOOS 25 OF iMCt7RD OF .5'-MV:6 AT PA69 24 IAM6 USED A6 "tom 5416 bF b 68 SKDWM Waa f• 1.1 l . I ---- -- - - A CONS TRUC TION CONTRACTOR AGREES THAT IN ACCORDANCE TH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCilON OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 1M TH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. LEGAL DESCRIPTION: BEING A D /V1StON OF LOT 18 OF TRACT 3825, RECORDED MAY 3t, 1977 IN BOOK 27 OF MAPS AT PAGE 57 IN THE OFFICE of THE KERN COUNTY RECORDER, TOGETHER W TH ALL OF LOT 31 IN SECTION 23, TO NiSHJP 29 SOUTH, RANGE 26 EAST, M, D. M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE THE "SALES MAP OF LANDS OF J,B. HAGC4N, „ FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY JULY 17o 1890. EXCEPTING THEREFROM: THAT PORTION OF SAID LOT 31 AS DEEDED To== THE STATE OF CALIFORNIA, FOR HIGHWAY PURPOSES, DESCRIBED AS FOLLDIK- GINNING AT THE SOUTHEAST CANER OF SAID LOT; THENCE (1) ALONG THE SOUTH LINE OF SAID LOT, NORTH 895712" IST, 371.86 FEET; THENCE (2) AT RIGHT ANGLES, NORTH 002048" EAST, 2.00 FEET; THENCE (3) FROM A TANGENT WIIICH BEARS SOUTH 89`57'12" EAST, EASTERLY ALONG A CURVE CONCA W NORTHERLY NTH A RADIUS OF 7,480 FEET, THROUGH A CENTRAL ANGLE OF aZ'Sa'S9'; AN ARC LENGTH OF J72.03 FEET TO THE EAST LINE OF SAID LOT; THENCE (4) ALONG SAID EAST LINE, SOUTH DO` 05'40" WEST, 11.25 FEET TO THE POINT OF BEGINNING, STATIONING: ALL STATIONING IS BASED ON CENTERLINE OF STREET UNLESS NOTED OTHERWISE NOTE: 1, SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED B Y (CA). (CA) INDICATES CALIFORNIA CODES. 2, WORK DONE IN CAL TRANS RIGHT —OF —WAY IS APPROVED BY SEPERA TE PERMIT F BEARING: THE BEARING OF NOR 119" WST FOR T LINE OF THE SOUTHEAST QUARTER OF SECT R26E, M0k, ALSO BEING THE CENTERLINE OF ALLEN R NTY ROA WAS USED AS THE BASIS OF BEARING WtI%0N THIS MAP AS SHOWN ON PVKQ,,MAP N0, 4123 AS REC BOOK 18 OF PARCEL MAPS AT PAGE 166 IN THE-PEe9RQQ ICE OF KERN COUNTY CALIFORNIA. W 1 C- 051930 CI V 1` �. �rF CAL�F�/ OF SITE VICINITY MAP NTS SHEET INDEX SHEET N0. DESCRIPTION 1 COVER SHEET ' 2R SABLEYM000 DRIVE 3R EQENDALE COURT 4R LIRA SOL DRIVE 5R MIRA SOL DRIVE STREET SECTIONS ap EMSIONS AP ROAD.. r� DATE APPROVED BY : PUBLIC WORKS DIRECTOR DATE RAUL M. ROJAS R.C.E. 39880 EXP. 12 -31 -0 9 REVIEWED BY -r ASSISTANT PUBLIC WOR KS DIRECTOR z Zs �3 DATE ZY TRAFFIC ENGINEER DATE STEPHEN BALKER T.R, 1191 EXP. 12 -3I -09 ENGINEER'S STATEMENT: 1 HEREBY CERTIFY THAT THESE PLANS AND SPEC {FICA TIDNS COMPLY NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLA TINS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CO VS TRUC lTON. ORW OF CoOWU% MON~, NJ L*006LE Aor"* Cf*n-fftL" OF fiv ow, &0 -ft BENCH kfARK USED. � cri No. So Exp. 6/30/08 Pk�P'�R'T`Y U� dF �lll1R'i�11'S. � UWAT101J = 3444 (K& Ci��• XWO)"" BOM) f c --30 -- Q8) H MARK: FOUND CHISEL " " ON TOP OF C THE SOUTHERLY END OF THE SOUTHWEST CURB ALLEN ROAD AND ROSEflALE HIGH WAY INTER: SE R C RVEYOR'S FIELD BOOK 1170 AT PAGE ELEVATION- 365.58' (NAVD 1988 DATUM) U.S. G. S DER! ,ILL, G. WHITTEN, JR. R► C► E. C —O .(EXP. 6-30-08)t F5 08 e— L.Li DATE • s r� V) aC w Z � Q U w3t V C.� O ij � Ca W " O LL Q a � O � ry w W � W U- ,-- w 0 cr- C] W OQ v O Z tL. C%4 � � W W a C.) C) C,.,) 1. W C� DESIGNER: JET CHECKED 6Y. DGW DATE: 1/28/08 DRAFTER JEM SCALE: 1 " = 3d' COMP, N0: 14401 00:-STR JOB NO,: 1440100 SHEET OF &P1 ;4 L) NT OF INTERSECTION C CL - CENTER LINE VPI - VERTICAL POINT OF INTERSECTION 2 2 +00.00E - DIRECTION Of STATION LABEL FL 2 +00.00E - STATION ALONG LENGTH OF FLOWUNE � I I i i ► ' KEY MAP SCALE : 1" =200' LEGEND. LEGEND (CONT) LEGEND (CONY) C.O.B. -CITY OF BAKERSFIELD --- - DIRECTION OF DRAINAGE - FtOWUNE PROFILE FF - FINISH FLOOR ELEVATION EXISTING POWER POLE — — — - FLOVIMJNE PROFILE FP - FINISH PAD ELEVATION ALONG CROSS GUTTER BCR -BEGIN CURVE RETURN OO - EXISTING SEWER MANHOLE - - — - FLOMtINE PROFILE ECR -END CURVE RETURN O - EXISTING CLEANOUT FROM 8CR/ECR TO PI PRC - POINT OF REVERSE CURVE EXISTING CONTOUR P54.13- PAVEMENT ELEVATION TC55.88 -TOP OF CURB ELEVATION -CURVE INDEX (SEE FLONLINE CURVE TABLE) F50.62 - FLOWLINE ELEVATION 13 VC -BEGIN VERTICAL CURVE DF50.45 - DEPRESSED FLOWtINE ELEVATION EVC -END VERTICAL CURVE (OG55.80) - EXISTING GROUND ELEVATION FG50.98 - FINISH GRADE ELEVATION (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION C54,98 - CONCRETE ELEVATION (F55,99) - EXISTING FLOWLINE ELEVATION POVC -POINT ON VERTICAL CURVE G.8 -GRADE BREAK BC -BEGIN CURVE 351. - DISTANCE LEFT OF CENTERLINE OF ROAD EC -END CURVE 35'R. - DISTANCE RIGHT OF CENTERLINE OF ROAD H.P -HIGH POINT PI - POI SUMMARY OF IMP ITEM QUANTITY a, c. Pa uuvc, TYPE e aso s iP3 -, AGGREGATE BASE, CL ll C.Y. cy. SUBGRADE PRfPARATIDN ,845 41?, C.Y. MEDIAN CURB 790 L. F CURB AND GUTTER 16�f50 11912 LA SIDEWALK 22, J S F. 14AMSP. DRIVEWAYS 26 12 2iA. STANDARD STREET NAME SIGNS 3 EA, STOP SIGNS 2 EA, MOiNUAiENT ENCASEMENTS A. % EA 5,800 LUMEN HPSV STREET LIGHTS 5 EA. 9.500 LUMEN NPSV STREET LIGHTS 2 EA. . ,,,,,,opoll, 1111111111�1 1111,11, 111111111 MIS OF 8;: -rte M df w �11714 w SAO* foe - sa urn of -rte sOM06r WAItM eF s , T. 29 S. � A 26 E.. ON �CD� t'iF �Y igl.ED tN BOOS 25 OF iMCt7RD OF .5'-MV:6 AT PA69 24 IAM6 USED A6 "tom 5416 bF b 68 SKDWM Waa f• 1.1 l . I ---- -- - - A CONS TRUC TION CONTRACTOR AGREES THAT IN ACCORDANCE TH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCilON OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 1M TH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. LEGAL DESCRIPTION: BEING A D /V1StON OF LOT 18 OF TRACT 3825, RECORDED MAY 3t, 1977 IN BOOK 27 OF MAPS AT PAGE 57 IN THE OFFICE of THE KERN COUNTY RECORDER, TOGETHER W TH ALL OF LOT 31 IN SECTION 23, TO NiSHJP 29 SOUTH, RANGE 26 EAST, M, D. M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE THE "SALES MAP OF LANDS OF J,B. HAGC4N, „ FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY JULY 17o 1890. EXCEPTING THEREFROM: THAT PORTION OF SAID LOT 31 AS DEEDED To== THE STATE OF CALIFORNIA, FOR HIGHWAY PURPOSES, DESCRIBED AS FOLLDIK- GINNING AT THE SOUTHEAST CANER OF SAID LOT; THENCE (1) ALONG THE SOUTH LINE OF SAID LOT, NORTH 895712" IST, 371.86 FEET; THENCE (2) AT RIGHT ANGLES, NORTH 002048" EAST, 2.00 FEET; THENCE (3) FROM A TANGENT WIIICH BEARS SOUTH 89`57'12" EAST, EASTERLY ALONG A CURVE CONCA W NORTHERLY NTH A RADIUS OF 7,480 FEET, THROUGH A CENTRAL ANGLE OF aZ'Sa'S9'; AN ARC LENGTH OF J72.03 FEET TO THE EAST LINE OF SAID LOT; THENCE (4) ALONG SAID EAST LINE, SOUTH DO` 05'40" WEST, 11.25 FEET TO THE POINT OF BEGINNING, STATIONING: ALL STATIONING IS BASED ON CENTERLINE OF STREET UNLESS NOTED OTHERWISE NOTE: 1, SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED B Y (CA). (CA) INDICATES CALIFORNIA CODES. 2, WORK DONE IN CAL TRANS RIGHT —OF —WAY IS APPROVED BY SEPERA TE PERMIT F BEARING: THE BEARING OF NOR 119" WST FOR T LINE OF THE SOUTHEAST QUARTER OF SECT R26E, M0k, ALSO BEING THE CENTERLINE OF ALLEN R NTY ROA WAS USED AS THE BASIS OF BEARING WtI%0N THIS MAP AS SHOWN ON PVKQ,,MAP N0, 4123 AS REC BOOK 18 OF PARCEL MAPS AT PAGE 166 IN THE-PEe9RQQ ICE OF KERN COUNTY CALIFORNIA. W 1 C- 051930 CI V 1` �. �rF CAL�F�/ OF SITE VICINITY MAP NTS SHEET INDEX SHEET N0. DESCRIPTION 1 COVER SHEET ' 2R SABLEYM000 DRIVE 3R EQENDALE COURT 4R LIRA SOL DRIVE 5R MIRA SOL DRIVE STREET SECTIONS ap EMSIONS AP ROAD.. r� DATE APPROVED BY : PUBLIC WORKS DIRECTOR DATE RAUL M. ROJAS R.C.E. 39880 EXP. 12 -31 -0 9 REVIEWED BY -r ASSISTANT PUBLIC WOR KS DIRECTOR z Zs �3 DATE ZY TRAFFIC ENGINEER DATE STEPHEN BALKER T.R, 1191 EXP. 12 -3I -09 ENGINEER'S STATEMENT: 1 HEREBY CERTIFY THAT THESE PLANS AND SPEC {FICA TIDNS COMPLY NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLA TINS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CO VS TRUC lTON. ORW OF CoOWU% MON~, NJ L*006LE Aor"* Cf*n-fftL" OF fiv ow, &0 -ft BENCH kfARK USED. � cri No. So Exp. 6/30/08 Pk�P'�R'T`Y U� dF �lll1R'i�11'S. � UWAT101J = 3444 (K& Ci��• XWO)"" BOM) f c --30 -- Q8) H MARK: FOUND CHISEL " " ON TOP OF C THE SOUTHERLY END OF THE SOUTHWEST CURB ALLEN ROAD AND ROSEflALE HIGH WAY INTER: SE R C RVEYOR'S FIELD BOOK 1170 AT PAGE ELEVATION- 365.58' (NAVD 1988 DATUM) U.S. G. S DER! ,ILL, G. WHITTEN, JR. R► C► E. C —O .(EXP. 6-30-08)t F5 08 e— L.Li DATE • s r� V) aC w Z � Q U w3t V C.� O ij � Ca W " O LL Q a � O � ry w W � W U- ,-- w 0 cr- C] W OQ v O Z tL. C%4 � � W W a C.) C) C,.,) 1. W C� DESIGNER: JET CHECKED 6Y. DGW DATE: 1/28/08 DRAFTER JEM SCALE: 1 " = 3d' COMP, N0: 14401 00:-STR JOB NO,: 1440100 SHEET OF &P1 ;4 L) f• 1.1 l . I ---- -- - - A CONS TRUC TION CONTRACTOR AGREES THAT IN ACCORDANCE TH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCilON OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 1M TH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. LEGAL DESCRIPTION: BEING A D /V1StON OF LOT 18 OF TRACT 3825, RECORDED MAY 3t, 1977 IN BOOK 27 OF MAPS AT PAGE 57 IN THE OFFICE of THE KERN COUNTY RECORDER, TOGETHER W TH ALL OF LOT 31 IN SECTION 23, TO NiSHJP 29 SOUTH, RANGE 26 EAST, M, D. M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE THE "SALES MAP OF LANDS OF J,B. HAGC4N, „ FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY JULY 17o 1890. EXCEPTING THEREFROM: THAT PORTION OF SAID LOT 31 AS DEEDED To== THE STATE OF CALIFORNIA, FOR HIGHWAY PURPOSES, DESCRIBED AS FOLLDIK- GINNING AT THE SOUTHEAST CANER OF SAID LOT; THENCE (1) ALONG THE SOUTH LINE OF SAID LOT, NORTH 895712" IST, 371.86 FEET; THENCE (2) AT RIGHT ANGLES, NORTH 002048" EAST, 2.00 FEET; THENCE (3) FROM A TANGENT WIIICH BEARS SOUTH 89`57'12" EAST, EASTERLY ALONG A CURVE CONCA W NORTHERLY NTH A RADIUS OF 7,480 FEET, THROUGH A CENTRAL ANGLE OF aZ'Sa'S9'; AN ARC LENGTH OF J72.03 FEET TO THE EAST LINE OF SAID LOT; THENCE (4) ALONG SAID EAST LINE, SOUTH DO` 05'40" WEST, 11.25 FEET TO THE POINT OF BEGINNING, STATIONING: ALL STATIONING IS BASED ON CENTERLINE OF STREET UNLESS NOTED OTHERWISE NOTE: 1, SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED B Y (CA). (CA) INDICATES CALIFORNIA CODES. 2, WORK DONE IN CAL TRANS RIGHT —OF —WAY IS APPROVED BY SEPERA TE PERMIT F BEARING: THE BEARING OF NOR 119" WST FOR T LINE OF THE SOUTHEAST QUARTER OF SECT R26E, M0k, ALSO BEING THE CENTERLINE OF ALLEN R NTY ROA WAS USED AS THE BASIS OF BEARING WtI%0N THIS MAP AS SHOWN ON PVKQ,,MAP N0, 4123 AS REC BOOK 18 OF PARCEL MAPS AT PAGE 166 IN THE-PEe9RQQ ICE OF KERN COUNTY CALIFORNIA. W 1 C- 051930 CI V 1` �. �rF CAL�F�/ OF SITE VICINITY MAP NTS SHEET INDEX SHEET N0. DESCRIPTION 1 COVER SHEET ' 2R SABLEYM000 DRIVE 3R EQENDALE COURT 4R LIRA SOL DRIVE 5R MIRA SOL DRIVE STREET SECTIONS ap EMSIONS AP ROAD.. r� DATE APPROVED BY : PUBLIC WORKS DIRECTOR DATE RAUL M. ROJAS R.C.E. 39880 EXP. 12 -31 -0 9 REVIEWED BY -r ASSISTANT PUBLIC WOR KS DIRECTOR z Zs �3 DATE ZY TRAFFIC ENGINEER DATE STEPHEN BALKER T.R, 1191 EXP. 12 -3I -09 ENGINEER'S STATEMENT: 1 HEREBY CERTIFY THAT THESE PLANS AND SPEC {FICA TIDNS COMPLY NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLA TINS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CO VS TRUC lTON. ORW OF CoOWU% MON~, NJ L*006LE Aor"* Cf*n-fftL" OF fiv ow, &0 -ft BENCH kfARK USED. � cri No. So Exp. 6/30/08 Pk�P'�R'T`Y U� dF �lll1R'i�11'S. � UWAT101J = 3444 (K& Ci��• XWO)"" BOM) f c --30 -- Q8) H MARK: FOUND CHISEL " " ON TOP OF C THE SOUTHERLY END OF THE SOUTHWEST CURB ALLEN ROAD AND ROSEflALE HIGH WAY INTER: SE R C RVEYOR'S FIELD BOOK 1170 AT PAGE ELEVATION- 365.58' (NAVD 1988 DATUM) U.S. G. S DER! ,ILL, G. WHITTEN, JR. R► C► E. C —O .(EXP. 6-30-08)t F5 08 e— L.Li DATE • s r� V) aC w Z � Q U w3t V C.� O ij � Ca W " O LL Q a � O � ry w W � W U- ,-- w 0 cr- C] W OQ v O Z tL. C%4 � � W W a C.) C) C,.,) 1. W C� DESIGNER: JET CHECKED 6Y. DGW DATE: 1/28/08 DRAFTER JEM SCALE: 1 " = 3d' COMP, N0: 14401 00:-STR JOB NO,: 1440100 SHEET OF &P1 ;4 L) ap EMSIONS AP ROAD.. r� DATE APPROVED BY : PUBLIC WORKS DIRECTOR DATE RAUL M. ROJAS R.C.E. 39880 EXP. 12 -31 -0 9 REVIEWED BY -r ASSISTANT PUBLIC WOR KS DIRECTOR z Zs �3 DATE ZY TRAFFIC ENGINEER DATE STEPHEN BALKER T.R, 1191 EXP. 12 -3I -09 ENGINEER'S STATEMENT: 1 HEREBY CERTIFY THAT THESE PLANS AND SPEC {FICA TIDNS COMPLY NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLA TINS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CO VS TRUC lTON. ORW OF CoOWU% MON~, NJ L*006LE Aor"* Cf*n-fftL" OF fiv ow, &0 -ft BENCH kfARK USED. � cri No. So Exp. 6/30/08 Pk�P'�R'T`Y U� dF �lll1R'i�11'S. � UWAT101J = 3444 (K& Ci��• XWO)"" BOM) f c --30 -- Q8) H MARK: FOUND CHISEL " " ON TOP OF C THE SOUTHERLY END OF THE SOUTHWEST CURB ALLEN ROAD AND ROSEflALE HIGH WAY INTER: SE R C RVEYOR'S FIELD BOOK 1170 AT PAGE ELEVATION- 365.58' (NAVD 1988 DATUM) U.S. G. S DER! ,ILL, G. WHITTEN, JR. R► C► E. C —O .(EXP. 6-30-08)t F5 08 e— L.Li DATE • s r� V) aC w Z � Q U w3t V C.� O ij � Ca W " O LL Q a � O � ry w W � W U- ,-- w 0 cr- C] W OQ v O Z tL. C%4 � � W W a C.) C) C,.,) 1. W C� DESIGNER: JET CHECKED 6Y. DGW DATE: 1/28/08 DRAFTER JEM SCALE: 1 " = 3d' COMP, N0: 14401 00:-STR JOB NO,: 1440100 SHEET OF &P1 ;4 L) FLOWLINE CURVE TABLE CURVE DELTA RADIUS TMaWT LENGTH C1 9070415" 35.00' 35.04' 55.02' C2 9003'54" 30. t?0' 30.-- ' 47.16" C3 90*06'18" 30.00' 30.05' 47.18' C4 74'032158" 84.00' 83.93' 109.30' C5 2277"23* 35.00' 8.95' 13.72' C6 31'5449' 200.00' 57.19' 111.40' C7 0526'20" 320.00' 15.20' 30.38' C8 31154041" 300.00' 85.71 16ZO92 C9 89'42'43" 30.00' 2185' 48.97' C10 9015'37" 30.00' 30.30' 47.83' 1Z� II 1 ROSEDALE HIGHWAY SEE CALTRANS PLAN 366 364 362 360 358 3%1 366 364 LEGEND C.O.B. - CITY OF BA KERSFIELD FF - FINISH FLOOR ELEVATION FP - FINISH PAD ELEVATION BCR - BEGIN CURVE RETURN ECR - END CURVE RETURN PRC - . POIN T OF REVERSE CURVE P54.13- PAVEMENT ELEVATION T055.88 - TOP OF CURB ELEVA T1ON F5a 62 - FLO KINE ELEVATION DF5a45 -- DEPRESSED FLOWLINE ELEVATION (OG55.80 - EXISTING GROUND ELEVA 71ON (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVA 71ON (F55.99) - EXISTING FLOW -INE ELEVA 71ON G. B - GRADE BREAK 351. -'DISTANCE LEFT OF CEN 7E'RLINE OF ROAD 35'R. - DISTANCE RIGHT OF CENTERLINE OF ROAD PI - POINT OF IN 7ERSEC RON VPI - VERTICAL POINT OF INTERSECTION mirtN P. SHAW 9dwao., 37,178 LEGEND (CONT) - DIRECAQN OF DRAINAGE c0_3 - EXISI1NG POWER POLE QS - EXtS71NG SEWER MANHOLE QC - EXtSTiNG CLEANOJ7 --- {2� }--_. - EXISTING CONTOUR @ - CURVE INDEX (SEE FLOWLINE CURVE TABLE) BVC - BEGIN VERTICAL CURVE EVC -END VERTICAL CURVE FG50.98 - FINISH GRADE ELEVAITON e50.98 - CONCRETE ELEVA170N POVC -POINT ON VERTICAL CURVE BC -BEGIN CURVE EC - END CURVE H.P - HIGH POINT CL - CENTER LINE 2 +00.00E - DIRECTION OF STATION LABEL FL 2 +00.OQE - STATION ALONG LENGTH OF FLOWLINE A� PA-T9 m rn IQC cm^ IT ^c tut v LEGEND (CONT) - FLO4t2fNE PROFILE - - FLOWLINE PROFILE EXISTING STATIONING: ALL S7A770NlNG IS BASED ON CENTERLINE OF STREET UNLESS NOTED OTHERWISE CONSTRUCTION NOTES, QA CONSTRUCT TYPE "8" P.C.C. CURB AND GUTTER PER C.O.B. SID. ST -1 O8 CONSTRUCT 4' -6° WfDE COMBINATION TYPE P.C.C. SIDEWALK PER C.O.B. S1D. N0. ST -8 O INSTALL SUMP PERIMETER FENCE PER C.O.B. SID. ND. 0 -12 D CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO D -tt E INSTALL TYPE "A" STORMDRAIN MANHOLE PER C.O.B. STD. NO. SW-2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW-6 F CONS 7 RUC T 20' VIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. Na ST-4 G CONSTRUCT CUL -DE -SACS PER G.O.B. STD. Na ST -15 H CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. PLATE A88A I CONSTRUCT 6' HIGH CONCRETE BLOCK WALL PER C.O.B. STD. Na L -5 J CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. 0 -14 TOTE: DEPRESS ALL FLOWLINES 0.17 ; AS SHOWN ON PLANS) K INSTALL STORM DRAIN WATER TREA TWENT UNIT, COS MODEL PMSU40 -30, PER COS DWG Na 1 ON SHEET 9 L PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CAL7RANS STANDARD PTH- 02ACK40 PER SEC77ON 84 -2 SSP 10 -1.0 M INSTALL STOP SIGN PER CALTRANS STD. R1 -1 rtan ana rrorne Scale.- 1" = 30' Horz. i " = 3' Vert. "R" VALUE = 52, TRAFFIC INDEX = 4.5 COIdST 0.27' A.C. 10.33' CL II A.B. 11.00' NAIiVE GROUND (NARVE GROUND TO BE COMPACTED TO 95% MAX. DENSITY) EDENDALE COURT SEE SHEET 3 CONSTRUCTION NOTES (CONT) INSTALL STANDARD STREET SIGN PER C.O.B. STD. N0. T -1 (METRO SIZE NOTED ON PLAN AS REQUIRED) �0 CONSTRUCT MEDIAN CURB TYPE "M'° (MODIFIED) PER C.O.B. STD. N0. ST-2 P CONSTRUCT 72' WIDE CROSS GUTTER PER C.O.B. STD. ND. ST -7 OQ SAINCUT /GRIND AND MATCH EXISTING A.C. PAVEMENT OR CURS /GUTTER &SIDEWALK C Y N � (D CONSTRUCT 33.75' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.Q.B. STD. Na ST -4 OS CONSTRUCT 24' N9DE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. Na ST -4 �T CONSTRUCT 38' WIDE STANDARD RESIQEMRAL DRIVEWAY PER C.O.B. STD. Na ST -4 �U REMOVE EXISTING CURB AND Gt1TIER JV REMOVE EX DRIVE APPROACH AND REPLACE WITH C &G PER CONST. NOTE °A" S ST D someul A T C. .. S- -�3- INSTALL 9,500 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28 -FOOT POLE WITH A 6 -FOOT MAST ARM Q INSTALL 5,800 LUMEN NIGH PRESSURE SODIUM VAPOR LIGHT Wj TYPE IV PHOTDELEC7RlG CELL AND WILL BE MOUNTED ON A 28 -FOOT POLE IMTH A 6 -FOOT MAST ARM NOTE: INSTALL STREET LIGHTS PER C.O.B. SAD. Na ST -22, ST -23 & ST -24 CI 177 lCkr rmt%tlT AE' wui v 0 GRAPHIC SCALE 30 0 15 30 IN FEET HORIZONTAL 1 inch = 30 ft VERTICAL 1 inch = 3 & MIRA SOL DRIVE SEE SHEET 4 & 5 1 d 362 360 358 31! 11+00 12 +00 1,5+ uu i �Ft'Ull I %JT vv WEST PAVEMENT PROFILE 11+00 12 +00 t at uu 1 Itl' vv %J T vv EAST FLOWLINE PROFILE . v . w %. 1 366 364 362 360 358 356 366 364 362 358 356 �i 14 I. 0 N �. m.;� ,,N Z !Z `j0 Z co V /� K Z LL. < o W L.L.! co w 31 c r [q �..wfp Q t0 O ch N w W m v Y YWY W O l i 1Y L!j th �` tJ r Q >-mm m ,� a W TQCL 0o Q T cq � Ii1 N O W§ V whk � 4c low N > � W 0 � W V � Q co) CL W ui S M ui w W U :3 Nm N W TQCL Q T cq � Ii1 N O V whk � 4c low N > � m 0 � W V � Q co) CL W ui S M ui w Nm FLOWLINE CURVE TABLE CURVE 1 DELTA RADIUS 1 TANGENT 1 LENGTH Cl 90*14'15" 3100' 35.04' 55.02' C2 9013'54" 30.04' 30.43' 47.18' C3 90*06'18" 30.010' 30.05' 47.18' C4 74'32'58" 84.00' 63. 93" 109.30' C5 2277"23" 35.00' 8.95' 13.72' C6 31'5449" 200.04' 57.19' 111.40' C7 0526'20" 320.00' 15.20' 34.38' C8 31154941" 300.00' 85.771 167.09' C9 89'42'43" 30.00' 29.85' 46.97" C10 911'35137" 30.00' 30.34' 47.83' LEGEND C.O.B. - CITY OF BAKERSFIELD FF - FINISH FLOOR ELL VA T7ON FP - FINISH PAD ELEVATION BCR - BEGIN CURVE RETURN ECR - END CURVE RETURN PRC - POINT OF REVERSE CURVE P54.13- PAVEMENT ELEVA T1ON TC55.88 - TOP OF CURB ELEVA 71ON F50.62 - FLOWLINE ELEVATION DF50.45 - DEPRESSED FLOWLINE ELEVATION (OG55.80) - EXISTING GROUND ELEVA T1ON �(EP55. 99) - E'XIS71NG EDGE OF PAVEMENT ELEVATION V �� � F55.99) - EXISTING FLOWLINE ELEVATION .B -GRADE BREAK 5'L. - DISTANCE LEFT OF CENTERLINE OF ROAD Z s" ly 5'R. - DISTANCE RIGHT OF CENTERLINE OF ROAD (iL.R° I hl�� N C P 1vN�r R.L,;L� 5r.5-10 Z Dklmg P -POINT OF INTERSECTION 1? - VERTfCAL POINT OF INTERSECTION kR,�R� Ski frw ZG.c` 3ZI76 SEE SHEET 2 LEGEND (CONT) - DIRECTION OF DRAINAGE M-3 - EXISTING POYMER POLE QS - EXISTING SEWER MANHOLE QC - EXISTING CLEANOlJT EXISiiNG CONTOUR @ - CURVE INDEX (SEE FLOWLINE CURVE TABLE) BVC - BEGIN VERTICAL CURVE EVC -END VERTICAL CURVE FG50.98 - FINISH GRADE ELEVA 110N 050.98 - CONCRETE FLEVA RON POW - POINT ON VERTICAL CURVE BC - BEGIN CURVE EC -END CURVE H.P -HIGH POINT CC - CANTER LINE 2 +00.00E - D►RECAON OF STAAON LABEL FL 2 +00.00E - STATION ALONG LENGTH OF FLOWLINE LEGEND (CONT) - FLOWLINE PROFILE - - FLOWLINE PROFILE EX1Si1NG STATIONING: ALL S7A TONING IS BASED ON CENTERLINE OF STREET UNLESS NOTED OTHERWISE CONSTRUCTION NOTES, OA CONSTRUCT TYPE "B° P.C.C. CURB AND GUTTER PER C.O.B. STD. ST -1 �B CONSTRUCT 4' -6" WIDE COMBINATION TYPE P.C.C. SIDEWALK PER 0.0.6. STD. Na ST -8 O INSTALL SUMP PERIMETER FENCE PER G.0.8. STD. Na D -12 OD CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. Na D -11 E INSTALL TYPE '"A" STORMDRAIN MANHOLE PER C.O.B. STD. Na SW -2 INSTALL MANHOLE FRAME AND COVER PER O.O.B. STD. Na SW-6 F CONSTRUCT 20' WIDE STANDARD RESIDENTIAL DRIVEWAY PER c as sm. NO. ST -4 G CONSTRUCT CUL -DE -SACS PER O.O.B. STD. Na ST--15 ! CONSTRUCT W�fEELCHAIR RAMP PER CALTRANS STD. PLATE A88A I CONSTRUCT 6' HIGH CONCRETE BLOCK WALL PER C.O.B. STD. Na L -5 J CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D-14 (NOTE.- DEPRESS ALL FLOWLINES 0.17; AS SHOWN ON PLANS) K INSTALL STORM DRAIN WATER TREATMENT UNIT, ODs MODEL PMSU40 -30, PER CDs DWG NO. 1 ON SHEET 9 L PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD PTH- 02ACK4D PER SECTION 84 -2 SSP 10 -1.0 ! INSTALL STOP SIGN PER CAL TRANS STD. R1 -1 Plan and Profile Scale.- 1". = 30' Horz. 1 " = 3' Vert. "R" VALUE = 52, TRAFFIC INDEX = 4.5 CONST 0.21' A.C. 10.33+ CL II A.B. 11.00' NATtYE GROUND (NATIVE GROUND TO BE COMPACTED TO 95% MAX DENSITY) CONSTRUCTION NOTES (CONT) �N INSTALL STANDARD STREET SIGN PER C.O.B. STD. NQ. T-1 (METRO SIZE NOTED ON PLAN AS REQUIRED) QO CONSTRUCT MEDIAN CURB TYPE "M" (MODIFIED) PER C.O.B. STD. N0. ST -2 OP CONSTRUCT 12' iMDE CROSS GUTTER PER C.O.B. SID. ND. ST -7 OQ SAWCUT /GRIND AND MATCH EXISTING A.C. PAVEMENT OR CURB /GUTTER & SIDEWALK A C Y N � R CONSTRUCT 33.75' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. N0. ST -4 OS CONSTRUCT 24' IMQE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD, N0. ST -4 i �T CONSTRUCT 38' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. N0. ST -4 REMOVE EXISTING CURB AND GUTTER V REMOVE EX DRIVE APPROACH AND REPLACE h9TH C &G PER CUNST. NOTE "A° jl� � - tNSTALL 9,500 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT Wf TYPE !V PHOTOELECTRIC CELL AND 1I1LL BE MOUNTED ON A 28 -FOOT POLE WITH A 6 -FOOT MAST ARM d INSTALL 5,800 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE, IV PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28 -FOOT PALE WtTN A 6 -FOOT MASS ARM NOTE: INSTALL STREET LIGHTS PER G.O.B. STD. NO. ST� -22, ST -23 & ST -24 NORTH FLOWLINE PROFILE NTH FLC 17 GRAPHIC SCALE 30 0 15 30 IN FEET ) HORIZONTAL i inch = 30 ft. VERTICAL 1 inch = 3 #t. z 1 i FLOW LIME CURVE TABLE CURW DELTA RADIUS TANaWT UWGIH Cl 90*04115'9 3&00' 35.04' 55.02' C2 94W154'0 30.00' 30.030 47.16' C3 90 x'18" 30.00" 30.05" 4 7.18' C4 74'032"58" 84.00' 6193" 109.30" C5 2277"23" 35.00' 6.95' 13.721 C6 31'054'490 200-00" 57.19' 111.40" C7 0526F20* 320.00# 15.20# 30.38# C8 3154141 0 300.00 85.77" 167.09" C9 89'042"43" 30-00" 29.859 46.9?' C10 90*35#37'#j30.00' N 30.30" 47.83' LEGEND C.O.B. - C1 7Y OF BAKERSFIELD FF - FINISH FLOOR ELEVATION FP - FINISH PAD ELEVARON BCR - BEGIN CUR VE RETURN ECR - END CURVE RETURN PRC - POINT OF REVERSE CURVE P54-13- PAVEMENT ELEVA71ON TC55-88 - TOP OF CURB ELEVATION F50-62 FLOWLINE ELEVATION DF50.45 DEPRESSED FLOW-INE ELEVARON (OG55.80) - EXISTING GROUND ELEVA71ON (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVA71ON (F55-99) - EXISTING FLOWLINE ELEVA71ON G. 8 - GRADE BREAK 351- DISTANCE LEFT OF CENTERLINE OF ROAD 351R. DISTANCE RIGHT OF CENTERLINE OF ROAD PI POINT OF INTERSECTION VPI VERTICAL POINT OF INTERSECTION LEGEND (CONT) DIRECTION OF DRAINAGE `TL - EXIS71NG POWER POLE G - EXIS71NG SEWER MANHOLE Q - EXISTING CLEANOUT - EXISTING CONTOUR @ CURVE INDEX (SEE FLOWLINE CURVE TABLE) BVC BEGIN VERTICAL CURVE EVC END VER71CAL CURVE FG50-98 FINISH GRADE ELEVATION C50-98 - CONCRETE ELEVA71ON POVC -POINT ON VERTICAL CURVE BC -BEGIN CURVE EC -END CURVE H. P HIGH POINT CL - CENTER LINE 2+00.00E - DIRECTION OF STA71ON LABEL FL 2+00.00E - STATION ALONG LENGTH OF FLOWI-INE LEGEND (CON T) - - FLOWLINE PROFILE am FLOWI-INE PROnLE EXISTING STATIONING: ALL STA TIONING IS BASED ON CENTERLINE OF STREET UNLESS NOTED OTHERMSE I CONSTRUCTION NOTES CONSTRUCT TYPE '*B-v P.C.C. CURB AND GUTTER PER C.O.B. STD. ST-1 CONSTRUCT 4' -6" WIDE COMBINATION TYPE P.C.C. SIDEWALK PER C.O.B. STD. NO. ST-8 INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. Na D-11 INSTALL TYPE "A" STORMDRAIN MANHOLE PER C.O.B. STD. NO. SW-2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW-6 CONSTRUCT 20' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. No. ST-4 CONSTRUCT CUL-DE-SACS PER C.O.B. SID. NO. ST-15 OH CONSTRUCT NIEELCHAIR RAMP PER CAL TRANS STD. PLATE A88A CONSTRUCT 6* HIGH CONCRETE BLOCK WALL PER c.aB. STD. NO. L-5 CONSTRUCT TYPE "A' STANDARD CATCH BASIN PER C.O.B. STD. NO. D-14 (NOTE: DEPRESS ALL FLowuNEs a17" AS SHOWN ON PLANS) INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40 30, PER CDS DWG NO. 1 ON SHEET 9 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CAL TRAMS STANDARD PTH-02ACK4D PER SEC71ON 84-2 SSP 10-1.0 INSTALL STOP SIGN PER CALTRANS STD. Rl-1 CONSTRUCTION NOTES (CQNT� INSTALL STANDARD STREET SIGN PER C.O.B. SM. Na T-1 (METRO SIZE NOTED ON PLAN AS REQUIRED) CONSTRUCT MEDIAN CURB TYPE "M" (MODIFIED) PER C.O.B. S7D. NO. ST-2 CONSTRUCT 12' wDE moss GLITTER PER aaa sm No. ST -7 S) wr ..... ..... JF V %.Or D MATCH EXIS71NO A.C. PAVEMENT OR CURB /GUTTER & SIDEWALK A C Y N CONSTRUCT 33.751 MOE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST-4 CONSTRUCT 24s WDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST-4 O CONSTRUCT 38' WIDE STANDARD RESIDEN71AL DRIVEWAY PER C.O.B. SID. Na ST-4 OU REMOVE EXISTING CURB AND GUTTER V REMOVE EX DRIVE APPROACH AND REPLACE WITH C&G PER CONST. NOTE "A �)t Seto, SIA=�' "A w INSTALL 9,500 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W1 TYPE IV PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28-FOOT POLE W17H A 6-FOOT MAST ARM <=> INSTALL 5,800 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W1 TYPE IV PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28-FOOT POLE WITH A 6-FOOT MAST ARM NOTE: INSTALL STREET LIGHTS PER C.D.B. STD. NO. ST-22, ST-23 & ST-24 0 w7 Piz LNJ j R qb T'P v !e lair Val +01". SABLE WOOD DRIVE SEE SHEET 2 C) rn I w 1 t"� 01 207? z tat V .4p L.-Li 368 - ---------- M Cr- EX CA M4 BAM 366 0+71 74E 26.&V ui L-An � Fl 0 1 +1 .12E 0+2 I -,, 1-31E 21.311, a I.` rL 1 71 66E KW.' DF359, .77 6 17E-IN Jac .... . ..... - ----- ---- -------- ...... + V 364 9123 ....... . ...... 10+9914E 10+8142E 22.06 N PRC v v uj Ct Lei FL 10+98.3 10+9&37.& X 0 co A Wo 0 + RIW Cl) Z CL S N pep #v C4 F ----------- ---------- L 360 ft -------- - - / I CONSTRUCTION NOTES CONSTRUCT TYPE '*B-v P.C.C. CURB AND GUTTER PER C.O.B. STD. ST-1 CONSTRUCT 4' -6" WIDE COMBINATION TYPE P.C.C. SIDEWALK PER C.O.B. STD. NO. ST-8 INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. Na D-11 INSTALL TYPE "A" STORMDRAIN MANHOLE PER C.O.B. STD. NO. SW-2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW-6 CONSTRUCT 20' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. No. ST-4 CONSTRUCT CUL-DE-SACS PER C.O.B. SID. NO. ST-15 OH CONSTRUCT NIEELCHAIR RAMP PER CAL TRANS STD. PLATE A88A CONSTRUCT 6* HIGH CONCRETE BLOCK WALL PER c.aB. STD. NO. L-5 CONSTRUCT TYPE "A' STANDARD CATCH BASIN PER C.O.B. STD. NO. D-14 (NOTE: DEPRESS ALL FLowuNEs a17" AS SHOWN ON PLANS) INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40 30, PER CDS DWG NO. 1 ON SHEET 9 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CAL TRAMS STANDARD PTH-02ACK4D PER SEC71ON 84-2 SSP 10-1.0 INSTALL STOP SIGN PER CALTRANS STD. Rl-1 CONSTRUCTION NOTES (CQNT� INSTALL STANDARD STREET SIGN PER C.O.B. SM. Na T-1 (METRO SIZE NOTED ON PLAN AS REQUIRED) CONSTRUCT MEDIAN CURB TYPE "M" (MODIFIED) PER C.O.B. S7D. NO. ST-2 CONSTRUCT 12' wDE moss GLITTER PER aaa sm No. ST -7 S) wr ..... ..... JF V %.Or D MATCH EXIS71NO A.C. PAVEMENT OR CURB /GUTTER & SIDEWALK A C Y N CONSTRUCT 33.751 MOE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST-4 CONSTRUCT 24s WDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST-4 O CONSTRUCT 38' WIDE STANDARD RESIDEN71AL DRIVEWAY PER C.O.B. SID. Na ST-4 OU REMOVE EXISTING CURB AND GUTTER V REMOVE EX DRIVE APPROACH AND REPLACE WITH C&G PER CONST. NOTE "A �)t Seto, SIA=�' "A w INSTALL 9,500 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W1 TYPE IV PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28-FOOT POLE W17H A 6-FOOT MAST ARM <=> INSTALL 5,800 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W1 TYPE IV PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28-FOOT POLE WITH A 6-FOOT MAST ARM NOTE: INSTALL STREET LIGHTS PER C.D.B. STD. NO. ST-22, ST-23 & ST-24 0 w7 Piz LNJ j R qb T'P v !e lair Val +01". SABLE WOOD DRIVE SEE SHEET 2 C) rn I w 1 t"� 01 207? z tat V .4p L.-Li 368 SOUTH FLOWLINE PROFILE 1 GRAPHIC SCALE 30 0 15 30 IN ]MET HORIZONTAL I inch = 30 ft. VERTICAL I inch = 3 ft. m42il+N A sKkw 32178 /4),. Z3- 0 P/rTC* LLI 0 0 <v- 0 z 60 z u- < =3 J < LAJ Ca C)�to CN Ce. ui W� 0 rn qw� Idi a Ck 6w �L!j L.Vj 1 4z .WOW >- (D - ---------- M Cr- 366 o ui L-An � Cum WRLIN- a --- ---- --- .... .. 6 ---- ------- Jac .... . ..... - ----- ---- -------- ...... + V 364 9123 ....... . ...... --------- N _ 4 uj Ct Lei ------ 0 362 Cl) Z CL S N OVA6 -!Joe MWM,�wwm ----------- ---------- 360 N -------- - - Ig EX FLOWNE PROFILE ... . ...... .. 0 Cl 1�- V z 0 358 V) --i CL 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SOUTH FLOWLINE PROFILE 1 GRAPHIC SCALE 30 0 15 30 IN ]MET HORIZONTAL I inch = 30 ft. VERTICAL I inch = 3 ft. m42il+N A sKkw 32178 /4),. Z3- 0 P/rTC* LLI 0 0 <v- 0 z 60 z u- < =3 J < LAJ Ca C)�to CN Ce. ui W� 0 rn qw� Idi a Ck 6w �L!j L.Vj 1 4z .WOW >- (D CIO M Cr- ui C.D � a � N _ t7D uj (0 0 0 Cl) Z CL S N d j N > Ig Cl 1�- V z 0 V) --i CL W C14 z 0 I- as w un 7 w:z M C> Ul W n cc C.> ww N. Z ui � a � N _ t7D uj (0 0 CM 0 Cl) Z S N d j N > Ig U9 1�- V z 0 CL W C14 ui I- as w � m FLOWLINE CURVE TABLE CURVE D DEL TA R RADIUS T TAWN T L LENGTH C1 9 90V4'15" 3 35.00' 3 35.04' 5 55.02' C2 9 901354" 3 30.00' 3 30.03' 4 47.16 C3 9 *6 '18" 30.00' 3 30.05' 4 47.18' C4 7 74'3258" 8 84.000 6 63.93' 1 109.30' C5 2 22'7'23" 3 35.00' 6 6.95' 1 13.72• C6 3 31 `54'49" 2 200.00' 5 57.19' 1 111.40' C7 0 0576'20" 3 320.00' 1 15.20' 3 3[1.38' C8 3 31'54'41 IN 3 300.00' 8 85.77' 1 16Z09 C9 8 89'4243" 3 30.00' 2 29.85' 4 46.97 10 010 9 90'35'37" 3 30.00= 1 3 30.30' 4 47.83' A-P,Pewb " v F... 0 (fLA/Ne NE 7al; AJ e 65 lot RQ �eN P. 5 It w 031 L-Lj W Z LLJ L-Lj u� Mrs W W I L-Lj LLJ (J-) 3ZI18 LEGEND G.O.B. - CITY OF BMERSFIELD FF - FINISH FLOOR ELEVA T1ON FP - FINISH PAD ELEVA 71ON BCR - BEGIN CURVE RETURN ECR - END CURVE RETURN PRC - POINT OF REVERSE CURVE P54.13- PAVEMENT ELEVA71ON TC55.88 - TOP OF CURB ELEVA T1ON F50.62 -- FLOWI -INE ELEVATION DF50.45 - DEPRESSED FL O WINE ELEVATION (OG55.80) - EXISTING GROUND ELEVA T1ON (EP55-99) - EXISTING EDGE OF PAVEMENT ELEVATION (F55.99) - EXISTING FLOWLINE ELEVA T1ON G-8 - GRADE BREAK 351. - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R. - DISTANCE RIGHT OF CENTERLINE OF ROAD PI POINT OF INTERSECTION VPI - VERTICAL POINT OF INTERSECTION LEGEND (CON T) LEGEND (CONT) N FL 23 3 tom' 2 2�97�' S�1'L --�- - DIRECTION OF DRAINAGE - FLOWLINE PROFILE H . �- BLY? _ X74, ECR �aas� � - EXISTING POWER POLE' - FLOWLINE PROFILE 1/4d =361.87 r EXISTING � 2d = .�13t.83 S - �E�tlSil�lG SEWER �!A!�#�OLE 1 � 314d =X i. 78 - EXISTING CLEANtX1 T ,-- •_� --__ __._._ -.. W? = 361.74 EXISTING CONTOUR F1 20+86.24W R -� @ 24tU 11 24 e@ - CURVE INDEX (SEE FLOWUNE CURVE TABLE "�k� F. 21+ ME --�- ~� �! 28x Ft 20+5586" 21 +9& 7 t9.9 19.72 _ 211+64. 2�?� �_ n� � . BV BEGIN VERTICAL CURVE EC�9.9� 201 .j Leo 5391 � 1 O E ��++..1i�� 23 +00 Pi EV -END VERTICAL CURVE _ �_ _ .�.- -- - - ___-�_ - { - - ____ -- _ 6 .231 -.. w �� --- 22 +9� � 20� � �~ 1 FG5�. 98 - F!NlSH GRADE ELEVATION -. �'� ft 21+M. 70C 21f9i6.l � 8 � 23+6 ,ZE _ ALL STA Tt0NING IS BASED ON '! �� . _ O 050.98 CONCRETE ELEVA TTON 2 r� s -mow .,�1► t ; _ CENTERLINE OF STREET UNLESS --- ca„ �C 1 i' -�It POVC - POINT ON VERTICAL CURIE NOTED OTHERWISE - w 0. BC - BEGIN CUR VE . ,.� STUP SNP' 6 / o- . 2a2d , Tr EC END CUR VE`� ,fir 23 g, r H. P HIGH POINT � � 0 CL - CENTER LINE,. --- , -'' H •, � � _r✓� -...-- i. �. �..+- r�. �. r.. r- w�.--.. r��. -w... rri... � .�..�- -.�-.�- .- �..- ..�....-r..- -mow •�w.t.�r� .rWrw��.r -- 2 +O(1 DOE - DIRECTION OF STATION LABEL -� -_� .� __ e _- 22f r. �� .r �. �.- �- r .ice r� - GRAPHIC SCALE 30 4 15 30 i IN FEET HORIZONTAL 1 inch = 30 ft. VERTICAL 1 inch = 3 ft. • .rte - --. � - 'r � �} FL 2 +00.00E - STATION ALONG LENGTH OF FLOW -INE - 9j SNANly r !X J ' • �� - ,+� -.. �... .r ...- -,- - - ,+ - - - - - - - ,-- - ..- w -N ��5�� �3 � ... - - �....- ..- .r r. 293,16" V 3� � � � �.. r..- �- .... - - ,+ ..� .r .,i - �r .� � 9- w- .O-- w- w- w- �����r ����Wit. -�� � -�. -�. - 1-- ��W�.� ' / � ��r- -- -- � • .� - � 112A -363`38 TNG 001 Leo. ° 314d - 3..9 � ./ s r / L ' lo, op NOTE- id ?, ' .0 j � � 1. STREET IMPROVEMENTS WITHIN ALLEN ROAD I'll CT No. 3825 Mo SK, 277 PG, ,�` �'..' '� RIGHT --OE --WAY TO BE CONSTRUCTED BY do .0e ERIIT ERnM KERN ��DNTY ROADS DEPARTMENT. cnNSTRH(\.TinN NnTFI-� rnmqTPHrT10K1 K10TFQ (POKIT) LILJ T6 �l.w ` 37 �+. Vol 1 +45.9 2414 Z Profile Pie a Je L-Lj 0`10111 + -�'r" �' Scale: 1 - 30' Horz. ��� 1 3 Vert. \•r/ Ij f '' R VA L UF 59 iPA F-171 r ll\1Dr-V 4 5 0.33' CL !! A.B. 1.00 NA 71 VE GROUND ST D.21 A.C. (NAINE GROUND TO BE COMPACTED TO 95% MAX. DENSITY) i i i�r� ....�...rr•irrrr.�rn�rwr..rr�. A CONSTRUCT TYPE "B" P.C.C. CURB AND GUTTER PER C.O.B. STD. ST -1 N INSTALL STANDARD STREET SIGN PER C.O.B. STD. NO. T -1 B CONSTRUCT 4' -6" MDE COMBINATION TYPE P.C.C. SIDEWALK PER C.O.B. STD. NO. ST-8 (METRO SIZE NOTED ON PLAN! AS REQUIRED) C INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D -12 O CONSTRUCT MEDIAN CURB TYPE "M" (MODIFIED) PER C.Q.B. STD. NO. ST--2 D CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D -11 P CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. NO. ST-7 E INSTALL TYPE "A" STORMDRAIN MANHOLE PER a as S . No. SW-2 Q SA WCUT /GRIND AND MATCH EXISTING A.C. PAVEMENT OR CURBIGUTIER & SIDEWALK INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW-6 IRE BY E ER F CONSTRUCT 20' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. O . N . ST -4 R CONSTRUCT T 33.75 WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. SID. NO. ST-4 G CONSTRUCT CUL -DE -SACS PER C.O.B. STD. NO. ST-15 S CONSTRUCT 24' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST -4 H CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. PLATE A A T CONSTRUCT 38' ODE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST -4 8S CONSTRUCT 6' HIGH CONCRETE BLOCK WALL PER C.O.B. STD. NO. L -5 U REMOVE EXISTING CURB AND GUTTER J CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D -14 V REMOVE EX DRIVE APPROACH AND REPLACE WITH C&G PER CONST. NOTE "A" (NOTE.- DEPRESS ALL FLowuNEs 0.17 ; AS SHOWN ON PLANS ! - • - . . 1j';11 Wik INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40- 30, INSTALL 9,500 LUMEN NIGH PRESSURE SODIUM VAPOR LIGHT W1 TYPE IV PER CDS DWG NCI. 1 ON SHEET 9 PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28 -FOOT POLE WITH A 6-FOOT L PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CAL TRANS MAST; ARM STANDARD PTH- 02ACK4D PER SECTION 84 -2 SSP 10 -1.0 <=> INSTALL 5,800 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W1 TYPE IV M INSTALL STOP SIGN PER CALTRANS STD. R1--1 PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28 -FOOT POLE WITH A 6 -FOOT MAST ARM NOTE: INSTALL STREET LIGHTS PER C.O.B. STD. NO. ST --22, ST -23 & ST-24 L I I-uu NORTH FLOWLINE PROFILE W111 #1 23 +00 SOUTH FLOW LINE PROFILE CiF"111% Zz +UQ 23+00 368 i I1 364 36,2 i 358 356 368 v #T#1 364 362 358 0) 0 n Q Z r ;►.� w ..J< '" W V. W 0 tO�t�+� C4 m w m X D M 0 C4 •"� O � Z d m o a L CQJ � Q C� a >mm m L z Q V) w V � C.7 � a W L3 � t+3 � Q�r� o � o � � CM W � CIO s 0 r LLI �O m 0 ca V N 4C .j Co > 1= .j CY of � 0 low z 0 a r ul W O J L L I I-uu NORTH FLOWLINE PROFILE W111 #1 23 +00 SOUTH FLOW LINE PROFILE CiF"111% Zz +UQ 23+00 368 i I1 364 36,2 i 358 356 368 v #T#1 364 362 358 0) 0 n Q Z r ;►.� w ..J< '" W V. W 0 tO�t�+� C4 m w m X D M 0 C4 •"� O � Z d m o a L CQJ � Q C� a >mm m L z Q V) w V � C.7 � a W L3 � t+3 � Q�r� o � o � � CM W � CIO s 0 r LLI �O m 0 ca V N 4C .j Co > 1= .j CY of � 0 low z 0 a r ul W O J L CM W � CIO s 0 r LLI �O m 0 ca V N 4C .j Co > 1= .j CY of � 0 low z 0 a r ul W O J L L LEGEND C.O.B. - CITY OF BAKERSFIELD FF - FINISH FLOOR ELENA 71ON FP - FINISH PAD ELEVATION BCR - BEGIN CURVE RETURN ECR - END CURVE RETURN PRC - POINT OF REVERSE CURVE P54.13- PAVEMENT ELEVATION TC55.88 - TOP OF CURB ELENA 77ON F50.62 FLOWLINE ELEVATION DF50.45 - DEPRESSED FLOWLINE ELEVATION (OG55.80) - EXIS77NG GROUND ELENA 71ON (EP55.99) - EXISTING EDGE OF PAVEMENT ELENA 71ON (F55.99) - EXISTING FLOWLINE ELEVATION G. B - GRADE BREAK 351. - DISTANCE LEFT OF CENTERLINE OF ROAD 351R. - DISTANCE RIGHT OF CENTERLINE OF ROAD PI - POINT OF IN TERSEC 71ON VPI - VERTICAL POINT OF IN7ERSEC7ION BUILDING PAD R/W LEGEND (CONY} -- . - DIRECTION OF DRAINAGE cTL - EXISTING POWER POLE S - EXISTING SEWER MANHOLE C - EXISTING CLEANOU T EXIS 71NG CONTOUR @ — CURVE INDEX (SEE FLOWLINE CURVE TABLE) BVC - BEGIN VER71CAL CURVE EVC - END VERTICAL CURVE FG5a 98 - FINISH GRADE ELEVATION C50.98 - CONCRETE ELEVATION POVC - POINT ON VERTICAL CURVE BC - BEGIN CUR VE EC - END CURVE H.P - NIGH POINT CL CENTER LINE 2 +00.00E - DIRECTION OF STA 71ON LABEL FL 2 +00.00E - STATION ALONG LENGTH OF FLOWLINE 30' son on 10' 20' 0.53' CROWN ABOVE HIGHEST FLOWLINE 2.0% MW. 2.0% MIN. m 30' LEGEND (CONTI - - FLOWLINE PROFILE - FLOWLINE PROFILE EXISANG 20' 1 10' * 0.21' TYPE "B" ASPHALT CONCRETE STATIONING: ALL STA TIONING IS BASED ON CEN TERLINE OF STREET UNLESS NOTED .OTHERWISE R/W 2.o z.0% ANN "- GRADE LINE 0.40' CL 11 AGGREGATE BASE (AGG BASE TO BE COMPACTED TO 95% MAX. DENSITY) 1.00' NATIVE GROUND (NATIVE GROUND TO BE COMPACTED TO 95% MAX. DENSITY) MIRA SOL DRIVE TYPICAL STREET SECTION SCALE: 1" = 10' TRAFFIC INDEX: 4.5 °R" VALUE: 52 BUILDING PAD CONSTRUCTION NOTES A CONSTRUCT TYPE "B" P.C.C. CURB AND GUTTER PER C.O.B. STD. ST-1 B CONSTRUCT 4' -6" WMDE COMBINA RON TYPE P.C.C. SIDEWALK PER C.O.B. STD. NO. ST -8 C INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D -12 nD CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D -11 E INSTALL TYPE `A" STORMDRAIN MANHOLE PER C.O.B. STD. NO. SW-2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STY?. NO. SW-6 F CONSTRUCT 20' WIDE STANDARD RESIDEN71AL DRIVEWAY PER C.O.B. STD. NO. ST--4 G CONSTRUCT CUL -DE -SACS PER C.O.B. STD. NO. ST-15 H CONSTRUCT W14EELCHAIR RAMP PER CAL TRANS STD. PLATE A88A I CONSTRUCT 6' HIGH CONCRETE BLOCK WALL PER C.O.B. STD. NO. L -5 CONSTRUCT TYPE "A" STANDARD. CATCH BASIN PER C.O.B. S7D. NO. D -14 (NOTE.- DEPRESS ALL FLOI_INES 0.17; AS SHORN ON PLANS) K INSTALL STORM DRAIN WATER TREATMENT UNIT, COS MODEL PMSU40_30, PER CDS D WG NO. 1 ON SHEET 9 L PAINT 12» LIMIT LINE USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD PTH- 02ACK4D PER SECTION 84 -2 SSP 10 -1.0 M INSTALL STOP SIGN PER CAL TRANS STD. R1 -1 4' -6" WIDE SIDEWALK PER C.O.B. STD. ST-8 (COMPACT UNDER SIDEWALK 6" MIN. TO 90% MAX. DENSITY (TYP.)) EX. TYPE "B" P.C.C. CURB AND GUTTER PER C.O.B. STD. S T 1 (COMPACT UNDER CURB AND GUTTER 6" MIN. TO 9590 (TYP.)) * ASPHALT CONCRETE TO BE COMPACTED TO 929 OF THE MAX. THEORE71CAL DENSITY AS DETERMINED BY ASTM D2041 --030 CONSTRUCTION NOTES (CONY) �N INSTALL STANDARD STREET SIGN PER C.O.B. STD. N0. T -1 (METRO SIZE NOTED ON PLAN AS REQUIRED) CONSTRUCT MEDIAN CURB TYPE "M� (MODIFIED) PER C.O.B. STD. NQ. ST -2 OP CONSTRUCT 12' IMDE CRASS GUTTER PER C.O.B. STD. N0. ST -7 OQ SAWCUT /RIND AND MATCH fXiS71NG A.C. PAVEMENT OR CURB /GUTTER & SIDEWALK E r �r��� —.� 1 �R CONSTRUCT 33.75' IMDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. N0. ST -4 �S CONSTRUCT 24' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.Q.B. STD. N0. ST -4 �T CONSTRUCT 38' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. N0. ST -4 REMOVE EXIS711VG CURB AND GUTTER V REMOVE EX DRIVE APPROACH AND REPLACE WITH C &G PER CONST. N4i'f "A" nr s R s — �_ INSTALL 9,500 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV PHOTOELECTRIC CELL AND WttL BE MOUNTED ON A 28 -FOOT POLE WITH A 6-FOOT MAST ARM p INSTAL 5, 800 LUMEN HIGH PRESSURE SODIUM VAPOR. LIGHT W/ TYPE ►V PHOTOELECTRIC CELL AND Wfl1 BE MOUNTED ON A 28-FOOT POLE WITH A 6 -FOOT MAST ARM NOTE: INSTALL STREET LIGHTS PER C.O.B. STD. N0. ST -22, ST -23 & ST -24 REVISIONS APPROVED: BLPAINE NEPTUNE R.C.E. 55102 (EXP. 6%30/14) MARIAN P. SHAW R.C.E. 32178 (EXP. 12/31/14) FUTURE RfW 01* RAW TRACT 18, BOUNDARY 42' FUTURE 10' 1 1 20' 12' 2.0% ON. 1 30' 20' 1 10' * 0.21' TYPE "B" A SPHAL T CONCRETE 2.0% MIN. ATE Ln mow DATE 4.,,,�_,,,.,. 111111 Ir 111111 111111 4' -6" WIDE SIDEWALK PER C.O.B. STD. ST -8 EX1S77NG GROUND (COMPACT UNDER SIDEWALK 6" MIN. VARIES FUTURE STREET GRADE LINE TO 90% MAX. DENSITY) IMPROVEMENTS 0.40' CL 11 AGGREGATE BASE EX TYPE "B" P.C.C. CURB AND GUTTER PER C.0.6. STD. ST-1 (BY OTHERS) (AGG BASE TO BE COMPACTED (COMPACT UNDER CURB AND GUTTER 6'° MIN. TO 95%) MEDIAN CURB TYPE "M" (MODIFIED) TO 95% MAX DENSITY) PER C.0.6. S1D. ST -2 1. 00** NATIVE GROUND HEIGHT OF CURB = AS REQUIRED (NATIVE GROUND TO BE COMPACTED (COMPACT UNDER CURB 6" MIN. TO 95% MAX DENSITY) *ASPHALT CONCRETE TO BE COMPACTED TO 92% OF THE MAX. 70 90% MAX. DENSITY) THEORETICAL DENSITY AS DETERMINED BY ASTM 02041 -030 SABLEWOOD DRIVE TYPICAL STREET SECTION BB SCALE: 1" = 10' TRAFFIC INDEX: 4.5 "R" VALUE: 52 a 0 tit