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HomeMy WebLinkAbout1.1-6921 Record DrawingASPHALT CONSTRUCTION NOTES:�R�r�r�T IMPRO SP7-39.01 7-1 ASPHALT CONCRETE. S1 PLANS ASPHALT CONCRETE SHALL BE TYPE "B" AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. AGGREGATE FOR TYPE "B" ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR THREE-FOURTHS (3/4) INCH MAXIMUM, MEDIUM GRADING, AS SPECIFIED IN SECTION 39-2.02, "AGGREGATE ; OF THF. STANDARD SPECIFICATIONS WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39-2,02. "AGGREGATE"; OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. ASPHALT CONCRETE TYPE "B" SHALL HAVE A BITUMINOUS BINDER OF PAVING GRADE ASPHALT OF AR 4000 VISCOSITY GRADE, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER, AND SHALL CONFORM TO THE REQUIREMENTS SHOWN IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALT" IN SECTION 92-1.02, "GRADES, OF THE STANDARD SPECIFICATIONS, PRIOR TO COMMENCING WORK ON THE PROJECT, THE CONTRACTOR SHALL PROVIDE TO THE CITY ENGINEER THE FOLLOWING INFORMATION. A. THE AGGREGATE AND ASPHALT SOURCE; B. DOCUMENTATION THAT AGGREGATES CONFORM TO SECTION 39-2.02, "AGGREGATE OF THE STANDARD SPECIFICATIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS THE OTHER TEST RESULTS REQUIRED IN SECTION 39-2.02, "AGGREGATE", OF THE YEAR, STANDARD SPECIFICATIONS SHOULD NOT BE OLDER THAN (1) C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED BY CALIFORNIA TEST 367. THE LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE INCLUDED FOR REVIEW. THE ASPHALT CONCRETE MIX SHALL ALSO MEET THE REQUIREMENTS OF SECTION 39-202, "AGGREGATE; OF THE STANDARD SPECIFICATIONS. IF THE SUBMITT�u DATA SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN Tr;E DESIGN WAS PREPARED, THE DESIGN M . i BE UP TO THREE (3) YEARS OLD, BASE MATERIAL IN LOCAL, ARTERIAL & COLLECTOR'S SHALL BE A. CRUSHED MISCELLANEOUS BASE (CMB) PER SECTION 200-2,4 OF THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE "GREENBOOK" 94HICH IS BROKEN AND CRUSHED ASPHALT CONCRETE OR PORTLAND CEMENT CONCRETE AND WHICH MAY CONTAIN CRUSHED AGG BASE OR OTHER ROCK MATERIALS) OR B. MATERIAL THAT MEETS THE CALTRANS STANDARD SPECIFICATION FOR CLASS 2 AGGREGATE BASE (SECTION 26-1.02A) WHICH ALLOWS EITHER 1009 OF THE VOLUME TO BE CRUSHED AGGREGATE ROCK OR UP TO 509 OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THOSE MATERIALS IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE 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 (WITH FOG SEAL COAT ON THE AREAS WHICH HAVE BEEN GROUND), B. REMOVAL AND REPLACEMENT, OR C. PLACING AN OVERLAY OF ASPHALT CONCRETE. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORREC17VE WORK SHALL Be AT THE CONTRACTOR'S EXPENSE, IF USED, THE FOG SEAL COAT SHALL BE EITHER ASPHALT 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 SO THAT THE LATERAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO THE NEAREST LANE UNE OR PAVEMENT 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. WHEN THE COMPACTED THICKNESS IS 0,15 FOOT OR LESS, HALF (MOTH 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 THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE 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 WORK SHIFT. AT THE END OF EACH WORK 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 BETWEEN 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 PAVING OPERATIONS RESUME. THE AICA 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 UMITS OF CONSTRUCTION, A PRIME COAT WILL NOT BE REQUIRED ON SUBGRADE PRIOR TO PLACEMENT OF ASPHALT CONCRETE. INTERSECTIONS 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, ADDITIONAL ASPHALT CONCRETE SURFACING MATERIAL SHALL BE PLACED AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. TH± COMPACTION AFTER ROLLING SHALL BE NINETY-FIVE PERCENT (959) OF THE DENSITY OBTAINED WITH THE CALIFORNIA KNEADING COMPArTOR PER CALIFORNIA TEST 304. ,HE 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)EI WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING, ZINC STEARATE 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 (959), BUT ABOVE NINETY-TWO AND NINE -TENTHS PERCENT (9299), THE CONTRACTOR WILL BE ADVISED THAT HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS, OR PROCEDURES, OR ROTH, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNRL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED .OMPACTION. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS LESS THAN NINETY-THREE PERCENT (939' ), THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED. LLGEND LEGEND (CONTE LEGEND CONT C.O.B. - CITY OF BAKERSFIELD - DIRECTION OF DRAINAGE - FLOWLINE PROFILE FF - FINISH FLOOR ELEVATION I I I I I I I i APN 464-032-21 w TRACT 2 j I � I i TRACT 2716 l i j j I i i — I — -------------------- ROSEDALE HI — d------------------- ----1------- GHWAY--�---- I SEE CALTRANS PLAN Ili III I KEY MAP SCALE : 1 "= 200' SUMMARY OF IMP GENERAL NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THE PLANS ST -1, ST -3, ST -4, ST -7, ST -9, ST -10, ST -11, ST -12, ST -13, ST -14, ST -15, ST -16, ST -19, T-1, D-11, D-12, 0-13, D-14, AND D-16. J. PAVING FOR RESIDENT, LOCAL AND COLLECTOR STREETS SHALL BE TYPE "8" ASPHALT CONCRETE OVER (CAB) AND/OR (CMB) AGGREGATE BASE. 4. MANHOLE AND COVER SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 4, INSTALL TYPE "B" CURB AND GUTTER UNLESS OTHERWISE NOTED. 5. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600 6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCA17ON OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUC770N, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. (661-326-3049) 8. WARNING/REGULATORY SIGNS SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HA WINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALL PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK, 9. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES 10. AN OPEN STREET PERMIT SHALL BE OBTAIN BY 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 ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR' TO ISSUANCE OF THE PERMIT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED "S" INTO THE CURB FACE OVER EACH SEWER LATERAL. 12. INSTALL ADDITIONAL 13 1/2 PULL BOX FOR STREET LIGHTS AT PG&E SERVICE POINT. ALL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK, 13 CROSS GUTTERS SHALL HAVE A COMPAC71ON OF 959 UNDERNEATH AND TO AT LEAST 1 FOOT DISTANT FROM EACH SIDE. LEGAL DESCRIPTION: BEING A DIVISION OF LOT 18 OF TRACT 3825, RECORDED MAY 31, 1977 IN BOOK 27 OF MAPS AT PAGE 57 IN THE OFFICE OF THE KERN COUNTY RECORDER, TOGETHER WITH ALL OF LOT 31 IN SECTION 23, TOWNSHIP 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.8. HAGGIN," FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY JULY 17, 1890 EXCEPTING THEREFROM: THAT PORTION OF SAID LOT 31 AS DEEDED T0, THE STATE OF CALIFORNIA, FOR HIGHWAY PURPOSES, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT; THENCE (1) ALONG THE SOUTH LINE OF SAID LOT, NORTH 89'57'12" WEST, 371.86 FEET; THENCE (2) AT RIGHT ANGLES, NORTH 00102'48" EAST, 2.00 FEET THENCE (3) FROM A TANGENT WHICH BEARS SOUTH 8957'12" EAST EASTERLY ALONG A CURVE CONCAVE NORTHERLY WITH A RADIUS OF 7,480 FEET, THROUGH A CENTRAL ANGLE OF 02'50 59 Hi AN ARC LENGTH OF 372.03 FEET TO THE EAST LINE OF SAID LOT THENCE (4) ALONG SAID EAST UNE, SOUTH 00' 0640" WEST, 11.25 FEET TO THE POINT OF BEGINNING. STATIONING: ALL STATIONING IS BASED ON CENTERLINE OF STREET UNLESS c a b VICINITY MAP NTS SHEET INDEX SHEET NO. DESCRIPTION COVER SHEET 4 2R SABLEWOOD DRIVE 3R EDENDALE COURT 4R MIRA SOL DRIVE 51K 'MIRA SOL DRIVE 614 © - EXISTING CLEANOUT FROM BCR/ECR TO PI SUBGRADE PREPARATION STREET SECTIONS NOTED OTHERWISE 1` E VI S 109 N S A P, jP R 0\/E D, NOTE: 1. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 2. WORK DONE IN CAL TRANS RIGHT-OF-WAY IS APPROVED BY SEPERA TE PERMIT iitM QUANTITY FP -FINISH PAD ELEVATION EXISTING POWER POLE — — — - FLOWLINE PROFILE ALONG CROSS GUTTER A. C. PAVING TYPE B 850 S /)07.4 7016 BCR -BEGIN CURVE RETURN OO -EXISTING SEWER MANHOLE - FLOWLINE PROFILE AGGREGATE BASE, CL 11 9 C.Y. �! ECR - END CURVE RETURN © - EXISTING CLEANOUT FROM BCR/ECR TO PI SUBGRADE PREPARATION ,845 2612 C.Y. PRC -POINT OF REVERSE CURVE co MEDIAN CURB 790 L.F, P54.73- PAVEMENT ELEVATION --(281)_- - EXISTING CONTOUR CURB AND GUTTER Is 212 V. - TOP OF CURB ELEVATION C1 - CURVE INDEX (SEE FLOWLINE CURVE TABLE) SIDEWALK X2�,S, 14TC55.88 lUb3F12 F50.62 - FLOWLINE ELEVATION BVC - BEGIN VERTICAL CURVE DRIVEWAYS STANDARD STREET NAME SIGNS M 3 EA. DF50.45 - DEPRESSED FLOWLINE ELEVATION EVC - END VERTICAL CURVE STOP SIGNS 2 EA, (OG55.80) - EXISTING GROUND ELEVATION FG50.98 - FINISH GRADE ELEVATION MONUMENT ENCASEMENTS -#A. 7 E (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION C50.98 - CONCRETE ELEVATION 5,800 LUMEN HPSV STREET LIGHTS 5 E4. (F55.99) - EXISTING FLOWUNE ELEVATION POVC - POINT ON VERTICAL CURVE 9,500 LUMEN HPSV STREET LIGHTS 2 EA. G,B - GRADE BREAK BC - BEGIN CURVE 35'L. - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R. EC - END CURVE f� OF BEARING- BE NC�-I MA USE RK - DISTANCE RIGHT OF CENTERLINE OF ROAD H.P - HIGH POINT D< PI - POINT OF INTERSECTION VPI -VERTICAL POINT OF INTERSECTION CL - CENTER LINE 2+00.00E RW& dF V OVV17" W 5ADYM foR In SouTm 1oP of CONGRET� M01aJME1vr fIN i�,qp�� �.F .�� 4 CLJN,5 tE 501�THEAST Nl�TE� OF SLcCT1gd - DIRECTION OF STATION LABEL 2+OO.DOE -STATION AtONG LENGTH OF FLOWLINE � . R 26 E. ON RECOio 8F sVRV;y ,FILEDIN CE"RUNE OF fUEN RpAD ASD -ME O�1Wy F OPER ty U1J>s bF A�1' TSoAI'S.FL Z U 5 OF KECCICD OFSURVE6 AT PA6k 24 Wps CD 5 JUL- M515 OF MMOV66 9OW11 }IES, og. EI.E\/ICT101J W UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION F BEARING: 1MLL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF '19" OR USES OF THESE PLANS ALL CHANGES TO THE PLANS MUST BE IN CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO THE BEARING OF NOR ' WEST FOR T LINE OF THE SOUTHEAST QUARTER OF SECTI R26E, MDM, ALSO BEING WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS, 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 THE CENTERLINE OF ALLEN R UN TY ROA i WAS USED AS THE BASIS OF BEARING 1/28/08 LIABILITY, REAL OR ALLEGED, IN CONNEC71ON WITH THE PERFORMANCE OF WORK ON PHIS PROJECT, EXCEP71NG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. SH ON THIS MAP AS SHOWN ON MAP N0, 4123 AS REC N BOOK 18 OF PARCEL MAPS AT PAGE 166 IN THE ReIs 0 __FF1 JEM SCALE: FICE OF KERN COUNTY, CALIFORNIA. i RaGER A. Mcirl-rosN DATE R. C.E. 33322 (EXP, 6/30/14) It Aju� ,2 ? IWIAN P. SNA DATE R•C.E 3ZI78 APPROVED BY : va REVIEWED BY PUBLIC WORKS DIRECTOR RAUL M. ROJAS R.C.E. 39880 EXP. 12-31-09 ASSISTANT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER STEPHEN WALKER T R 1 "91 _ITE f 1Vf rAl N . .. E, i a DATE Z 1 --S Q-18 DATE DATE 04-U-1` I EXP. 12-31-09 ENGINEER'S STATEMENT: I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE X V ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. QROFESS/ON \ cc No. C-051930 * Exp, 6/30/08 ' sT CIV1� �P 9 OFCAL�E���/ 1).aAg� e DERRILL G. WHITTEN, JR. R.C.E. C-0; H MARK: FOUND CHISEL " "ON TOP OF THE SOUTHERLY END OF THE SOUTHWEST CURB ALLEN ROAD AND ROSEDALE HIGHWAY INTERSEC ER CO RVEYOR'S FIELD BOOK 1170 AT PAGE 1 ELEVATION= 365.58' ( NAVD 1988 DATUM) U S. G.S (EXP. 6-30-08) DATE BENCH MARK SET.- TOP ET:TOP OF COWAF E MOUlM r IN CAWPHOM AT OR CEWTt'l NP- WlbtSECM9 OF f905IL1iH ' $TfEr AND A156Y COURT. ELEVM1oN : 359.28' C/A � I O W Q rAl N . .. E, i a DATE Z 1 --S Q-18 DATE DATE 04-U-1` I EXP. 12-31-09 ENGINEER'S STATEMENT: I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE X V ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. QROFESS/ON \ cc No. C-051930 * Exp, 6/30/08 ' sT CIV1� �P 9 OFCAL�E���/ 1).aAg� e DERRILL G. WHITTEN, JR. R.C.E. C-0; H MARK: FOUND CHISEL " "ON TOP OF THE SOUTHERLY END OF THE SOUTHWEST CURB ALLEN ROAD AND ROSEDALE HIGHWAY INTERSEC ER CO RVEYOR'S FIELD BOOK 1170 AT PAGE 1 ELEVATION= 365.58' ( NAVD 1988 DATUM) U S. G.S (EXP. 6-30-08) DATE BENCH MARK SET.- TOP ET:TOP OF COWAF E MOUlM r IN CAWPHOM AT OR CEWTt'l NP- WlbtSECM9 OF f905IL1iH ' $TfEr AND A156Y COURT. ELEVM1oN : 359.28' E'-4 z� W 00 :D64 040 M �� C) C5 CD Z J cn Z 0 u 1— H Q J US Liz ^^� � I O W Q N J I � W � '- _w co 0 LI U) W 110 Pm� P A ID Q "- m cn U) z 3 � CL. N 0 U) Li Z CU ti V) :2 -T- o o CD LLj M O Z U CD ~ W V) DESIGNER: a o 3 � DGW DATE: 1/28/08 0 __FF1 JEM SCALE: 1" = 30' COMP. NO: 1440100_STR z 1440100 SHEET OF 1 6 * f ��G\NEER JR• b, a� O o yd0 � _ O j O U xui 3�1 y w.r.no zov�' N W M QrnN (�I I= ^ 2z TTTT zo o N < _S 0 > � L11 ,-� LL" J z �' C] zMrF o Z 0 ami o Qo w0�� Z c U Vi N9" .. w pn/ ��y1 OCC v .W. Z L o J` 1_� N ca U- Z 3 E'-4 z� W 00 :D64 040 M �� C) C5 CD Z J cn Z 0 u 1— H Q J US Liz ^^� � I O W Q N J I � W � '- _w co 0 LI U) W 110 A ID Q "- m cn U) Q � CL. N U) Li Z CU ti :2 -T- o o CD M O Z U CD ~ W V) DESIGNER: JEM CHECKED BY: DGW DATE: 1/28/08 DRAFTER JEM SCALE: 1" = 30' COMP. NO: 1440100_STR JOB NO.: 1440100 SHEET OF 1 6 1- P_ / 1 ! D...i FLOWLINE CURVE TABLE LEGEND LEGEND (CONT) LEGEND (CONT) CONSTRUCTION NOTES CONSTRUCTION NOTES (CONT) CURVE DELTA RADIUS TANGENT LENGTH C.D.B. - CITY OF BAKERSFIELD - DIRECTION OF DRAINAGE - FLOWLINE PROFILE ® CONSTRUCT TYPE "B" P.C.C. CURB AND GUTTER PER C.O.B. STD. ST -i O INSTALL STANDARD STREET SIGN PER C.O.B. STD. NO. T-1 C1 90b4'15" 35.00' 35.04' 55.02' FF - FINISH FLOOR ELEVATION r0, - EXISTING POWER POLE --- - FLOWLINE PROFILE C2 90W540 30.00' 30.03' 47.16' FP - FINISH PAD ELEVATION EXISTING ® CONSTRUCT 4'-6" WIDE COMBINATION TYPE P.C.0 SIDEWALK PER C.O.B. STD. ND. ST -8 (METRO SIZE NQ7FD ON PLAN AS REQUIRED) C39076'18" 30.00' 30.05' 47.18' BCR -BEGIN CURVE RETURN QS - EXISTING SEWER MANHOLE ® CONSTRUCT MEDIAN CURS TYPE "M" (MODIFIED) PER C.O.B. STD. NO. ST -2 a INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. D-12 C4 7432'58" 84.00' 63.93' 109.30' ECR - END CURVE RETURN © - EXISTING CLEANOUT ® CONSTRUCT 12' WIDE CROSS GUTTER PERcm. STD. NO. ST -7 C5 227723" 35.00' 6.95' 13.72' PRC - POINT OF REVERSE CURVE�D CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO D-11 C6 3154'49" 200.00' 57.19' 111.40' P54.13- PAVEMENT ELEVATION ---(��)--- -EXISTING CONTOUR INSTALL TYPE "A" STORMDRAIN MANHOLE PER C.O.B.STD. N0. SW -2 ® SAWCUT/GRIND AND MATCH EXISTING A.C. PAVEMENT OR CURB/GUTTER & SIDEWALK �E C Y N C7 0576'20" 320.00' 15.20' 30.38' TC55.88 -TOP OF CURB ELEVATION © - CURVE INDEX (SEE FLOWLINE CURVE TABLE) INSTALL MANHOLE FRAME AND COVER PER C 0.6. STD. NO. SW -6 C8 31'44'41" 300.00' 85.77' 16.97 F50.62 - FLOWLINE ELEVATION BVC - BEGIN VERTICAL CURVE R CONSTRUCT 33.75' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. N0. ST -4 C9 89 4243" 30.00' 29.85' 46.97 O CONSTRUCT 20 WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. N0. ST -4 O DF50.45 - DEPRESSED FLOWLINE ELEVATION EVC - END VERTICAL CURVEOS CONSTRUCT 24' IMDE STANDARD RESIDENTIAL DRIVEWAY PER C 0.8. STD. N0. ST -4 N C10 90'35'37" 30.00' 30.30' 47.83' (OG55.80) - EXISTING GROUND ELEVATION FG50.98 - FINISH GRADE ELEVATION © CONSTRUCT CUL-DE-SACS PER C D.B. STD. NO. ST -15 (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION C5098 - CONCRETE ELEVATION STATIONING: OT CONS7RUCT 38' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST -4 (F55.99) - EXIS77NG FLOWLINE ELEVATION POVC - POINT ON VERTICAL CURVE ALL STATIONING IS BASED ON O CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. PLATE A88A OU REMOVE EXISTING CURB AND GUTTER GRAPHIC SCALE G.8 - GRADE BREAK BC - BEGIN CURVE CENTERLINE OF STREET UNLESS O CONSTRUCT 6' HIGH CONCRETE BLOCK WALL PER C.O.B. STD. NO. L-5 30 t5 30 351. - DISTANCE LEFT OF CENTERLINE OF ROAD EC - END CURVE NOTED OTHERWISE "An V REMOVE EX DRIVE APPROACH AND REPLACE WITH C&G PER CONST. NOTE "A" JO CONSTRUCT TYPE A STANDARD CATCH BASIN PER C.O.B. STI?. NO D-14 � IN FEET 35'R. - DISTANCE RIGHT OF CEN7ERLINE OF ROAD H.P - HIGH POINT (NOTE. DEPRESS ALL FLOWLINES 0.17, AS SHOWN ON PLANS) S ST D U CA T C. S - HORIZONTAL 1 inch = 30 ft~ PI - POINT OF INTERSECTION CL - CENTER UNE - �_ INSTALL 9,500 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV VERTICAL 1 inch = 3 ft~ VPI -VERTICAL POINT OF INTERSECTION 2+00.00E -DIRECTION OF STATION LABEL �K INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, PER CDS DWG NO. 1 ON SHEET 9 PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28 -FOOT POLE WITH A 6 -FOOT FL 2+00.00E - STATfON ALONG LENGTH OF FLOWLINE MAST ARM L� PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD PTH-02ACK4D PER SEC71ON 84-2 SSP 10-1.0 p INSTALL 5,800 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV OM INSTALL STOP SIGN PER CALTRANS SID. R1-1 PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28 -FOOT POLE WITH A 6 -FOOT MAST ARM I � NOTE: INSTALL STREET LIGHTS PER C.O.B. STD. N0. ST 22> ST -23& ST -24 I 10+41.94N 1&251 FUTURE RIGHT OF WAY i - _ -- - - - - EC I-1 N 00 I Z III ROSEDALE HIGHWAY SEE CALTRANS PLAN Scale: 1 " = 30' Horz. 1 " = 3' Vert. "R" VALUE = 52, TRAFFIC INDEX = 4.5 CONST 0.21' A.C./0.33' CL 1! A.B.11.00' NATIVE GROUND (NATIVE GROUND TO BE COMPACTED TO 957. MAX. DENSITY) EDENDALE COURT SEE SHEET 3 : i 366 ------ ---- - - - - -- - - - - ----- - - - - - -- -- - 1 s C: h � fp N t O a U _ 364 ------ ------------------�- � ---- - - - -- ------------- _�------ z"�o ALAZ fC `� Pow o � ' i ct v ; TOP OP F- '------------------------------- - ---- - -- - - - - 362 OF CURB PROFILE ; - - � �� _ -- _ j j 360 -- _- -- - ___-- - - -- - - - - -- -- - -- - -- - --=- - ---- - - ------ - --' -- -- - - ---- -- --- --- ---' ---- - - - - ----- - ' DESIGNED 358 - - -- - --- - - -- PAVEMENT PROFILE- ---- ----. - -EXISTING GROUND PROFILE - OVER DESIGNED AC CURB 356 11+00 12+00 13+00 366 364 362 360 358 356 ---------- 14+00 ---14+00 15+00 WEST PAVEMENT PROFILE i I i 44 N' N o, �c2 Z + �Z N 'C ao V v7 i �i i Z N N n I i �? �$ DESIGNED TOP EXISTING GROUND PROFILE - - -- --- --- ---OF CURB PROFILE - OVER DESIGNED -AC -CURB ----i--------------- -�------------------------------------ --- 360 DESIGNED ---- - - -._- - -- -- --- -- - PAVEMENT PROFu - - __- SEE MIRA SOL DRIVE 16+00 17+00 18+00 MIRA SOL DRIVE SEE SHEET 4 & 5 V . I 0 ------ ----sem ��qp---- --- ----•------------------- _ .- Z.J N _ __.____ __-____ __._ Cp -364 oRa m �c2 Z + �Z N 'C ao V v7 i �i � .fie - 00 so --- - -- - +- - - - - --362 i A V) 360 ------- - ----- -- - --- 358 - --- -- ------ -- SEE MIRA SOL DRIVE z - - - ---- -- -- -- - NORTH FLOWLINE PROFILE- -- ,- 356 19+00 EXISTING GROUND PROFILE - - - - - - - - - - - 1 55.02' OVER DESIGNED FLOWLINE CURB RETURN_- . o '- 4715 4718 50.00' VERTICAL CURVE CURB RETURN ; CURB RETURN CURB RETURN m m Z Q a0 Z _ O Ri -- -- - --- `-- -- ---- -* - -- --- --- ---- -- - N - --- ---- --- - --- -- -- -- ------ - -------- ---- N ---- --- ----- - - '� -- ----------- - - Q' N G� : Z� n p T� ZN Z O p Nrj N N Z �a N ZZPC O •Ln � ipW ai Z N so N N i O! , p� O{�, N N Zi �� opGS p �+ I m N os � ---...------- .�o'� o� h iei N . .t a' _ oti6 + m ... in .o as of od � �oi o � V "� ----- -- Off' --- ------------ ----------- --- --------------- - ----- -� --+ ------ -- - - - ODie - - O +ti (� �� .. �W w ��- i ' : 1 a0 • Jt , EXISTING GROUND PR m - 51 -•-_- � - - --- - - -------------- ---- -- ---- - ------------------- -� --- ----- --- ----- ---------- --- -- - -- ----- ----- ----- - OVER DESIGNED Ft -- .--------------- --- --- --- ------------ ---- --------_------------ ----- -------- ------ ------ - ---- ---- - ------------- --- --- - O FLOW : _ - 1X } -=--- - - - - - -- -_ a2sz - ---- _ - .SLI' 1:88 DESIGNED FLOWLINE ------ - a' 1.26% --...._ _-_-- ---- __- ___-- _ _--- ------- 7 - CURB _ _-_-_- __._-- _-- CURB RETURN TO_t3E_ REMOVED ___-- _ RB RETURN TO 8E REMOVED- _ - --- t ------ -- -- --- --- -- -- --- - - -- --- ---- -- - --- - --- - --- - ---- - -- - - --- - --�- --- - ---- --- --- - - - - --- - - - - --- -- - --- - - - - - - - ----- --- ---- -- ------ - - ---- --- --- - -- - --- ' - - - - - - - PROFILE -ALONG - - - ------ - --- -- ---- - --- - - CURB RETURN DESIGNED ' EXISTING EXISTING :FIAWUNE DESIGNED EXISTING FLOWUNE - - FLOWUNE PROFILE PROFILE REMOVE EX CdcG EXISTING FLOWUNE Fl_OWUNE PROFILE PROFILE EXISTING FI_OWUNE PROFILE ---------- -- - - ------------------------------------------------------ - f------------------------ -- --- - - ----------- -=--------PROFILE__--------- -----------_ ------------------- ------------ 11+00 - --__--- ------------------ - - - - -- - -- --- - - - --- -- -- - --- -- - -- - - - -- ----- -- --- - ---- - - -- - ALONG CURB RETURN - 11 +00 12+00 13+00 14+00 15+00 EAST FLOWLINE PROFILE 16+00 1 17+00 18+00 366 364 362 SEE C0R0 D m« V) z _0Z U% ALJ WW J N U a IY z W U W z w a z as � w D � r r a�No� n n �E U l5(oIJS . Arf Pi2-bVEO GLk i ILII N C P TVAJL' RI- S 571 D 2 DA p(IL t &W S 1 A w 9-.L,e 3 217 8 PA - LEGEND FLOWLINE CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 90b4'15' 35.00' 35.04' 55.02' C2 9OW 54" 30.00' 30.03' 47.16' C3 9OU6'18" 30.00' 1 30.05' 4ZI8' C4 74 32'58" 84.00' 63.93' 109.30' C5 227723" 35.00' 6.95' 13.72' C6 315449" 200.00' 57.19' 111.40' C7 0576'20" 320.00' 1 15.20' 30.38' C8 3154'41" 300.00' 85.77' 167.09' C9 89'4243 30.00' 29.85' 46.97' C10 903537" 30.00' 30.30' 47.83' �E U l5(oIJS . Arf Pi2-bVEO GLk i ILII N C P TVAJL' RI- S 571 D 2 DA p(IL t &W S 1 A w 9-.L,e 3 217 8 PA - LEGEND LEGEND (CONT) C.O.B. - CITY OF BAKERSFIELD - DIRECTION OF DRAINAGE FF - FINISH FLOOR ELEVATION qL - EXISTING POWER POLE FP -FINISH PAD ELEVATION BCR - BEGIN CURVE RETURN QS -EXISTING SEWER MANHOLE ECR - END CURVE RETURN © - EXISTING CLEANOUT PRC - POINT OF REVERSE CURVE P54.13- PAVEMENT ELEVATION -.._(281)-- - EXISTING CONTOUR TC55.88 - TOP OF CURB ELEVATION © - CURVE INDEX (SEE FLOWLINE CURVE TABLE) F50.62 - FLOWLINE ELEVATION BVC - BEGIN VERTICAL CURVE DF50.45 - DEPRESSED FLOWLINE ELEVATION EVC - END VERTICAL CURVE (01) - EXISTING GROUND ELEVATION FG50.98 - FINISH GRADE ELEVATION (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION C50.98 - CONCRETE ELEVA77ON �F55.99) - EXIS71NG FLOWLINE ELEVATION POVC - POINT ON VERTICAL CURVE .B - GRADE BREAK BC - BEGIN CURVE 51. - DISTANCE LEFT OF CENTERLINE OF ROAD EC - END CURVE 5'R. - DISTANCE RIGHT OF CENTERLINE OF ROAD H -P - HIGH POINT P - POINT OF INTERSECTION CL - CENTER UNE 1? - VER77CAL POINT OF INTERSECTION 2+00.00E - DIRECTION OF STA71ON LABEL Ji FL 2+00.00E - STATION ALONG LENGTH OF FLOWLINE 3 -e -"---w _w_ i 10+ 701OOE 181: LEGEND (CONT) - FLOWLINE PROFILE - FLOWLINE PROFILE EXIS77NG STATIONING: ALL STATIONING 1S BASED ON CENTERLINE OF STREET UNLESS NOTED OTHERWISE CONSTRUCTION NOTES O CONSTRUCT TYPE "B" 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.a8. STD. Na ST -8 QC INSTALL SUMP PERIMETER FENCE PER COB. STD. Na D-12 O CONSTRUCT OUTLET STRUCTURE PER C.O.B. S. Na D-11 O INSTALL TYPE "A" STORMDRAIN MANHOLE PER C.O.B. STD. NaSWI INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW -6 OF CONSTRUCT 20' NIDE STANDARD RESIDENTIAL DRIVEWAY PER C.0.8. STD. NO. ST -4 © CONSTRUCT CUL-DE-SACS PER C.O.B. S. NO. ST -15 OH CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. PLATE A88A Ol CONSTRUCT 6' HIGH CONCRETE BLOCK WALL PER c.a8. STD. ND. L-5 JO CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C Q.B. STD. NO. D-14 (NOTE: DEPRESS ALL FLOWUNES a17', AS SHOWN ON PLANS) O INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, PER CDS DWG NO. 1 ON SHEET 9 O PAINT 12" LIMIT LINE USING THERMOPLAS7IC PAINT PER CALTRANS STANDARD PTH-02ACK4D PER SEC71ON 84-2 SSP 10-1.0 0 INSTALL STOP SIGN PER CALTRANS STD. R1-1 R/Wtw_ _,_._.__ _ -- -- -----__ R._ .. w .,.."Rids _ . - t 11 t S 8-9 4: E , S ---moo S _ U -I - -T _-------- -- S --_.� _ _ . 0 S 5 10+40.00E 187? `� - -� - - - - - - E-- _ _ 593.67 1 0 S - --._._ . ECR, G8 U N M U CONSTRUCTION NOTES (CONT ON INSTALL STANDARD STREET SIGN PER C.O.B. STD. Na T-1 (METRO SIZE N07ED ON PLAN AS REQUIRED) OO CONSTRUCT MEDIAN CURS TYPE "M" (MODIFIED) PER C0.8. STD. NO. ST -2 © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. S. NO. ST -7 ® SAWCUT/GRIND AND MATCH EXISTING A.C. PAVEMENT OR CURB/GUTTER & SIDEWALK A EC Y N e ® CONSTRUCT 33 75' WIDE STANDARD RESIDEN77AL DRIVEWAY PER C.D.B. SID. N0. ST -4 O CONSTRUCT 24' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.Q.B. S. NO, ST -4 �T CONSTRUCT 38' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C Q.B. STD. NO. ST -4 OU REMOVE EXIS71NG CURB AND GUTTER V REMOVE EX DRIVE APPROACH AND REPLACE WITH C&G PER CONST. NOTE "A" INSTALL 9,500 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 O INSTALL 5,800 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 NOTE: INSTALL S7REET LIGHTS PER C.0.8. STD. NO ST -22, ST -23 & ST -24 3 to -w XG+66 �42PRC, GB "'--�` �� z n k - S F L% _ . - -; - - . �.�..�,�. + � NncAt Paiv>� �� '------------ 187? Cl FL 66.59E j - - - -- 2120 R/W - U + � J � SABLEWOOD DRIVE SEE SHEET 2EDENDALE COURT: Plan and Pro fit e Scale: 1 " = 30' Horz. 1 " = 3' Vert. "R" VALUE = 52, TRAFFIC INDEX = 4.5 CONST 0.21A.C.10.33' CL 11 A.B.11.00' NATIVE GROUND (NATIVE GROUND TO BE COMPACTED TO 95% MAX. DENSITY) 370 ----- ---- - -_ - -- - --- -- -- ---- - --- - _ HIGH PDlNT ELEV 36250 ; { - -- - --- - - ----- - -- ----- - - ----- -- -- - -- --- ---- - -- --- - - - --- ---- - - - +- -- - -- ---- - -- - -- - - - - = FL 16+6619 --- - --- -- - -- - - -- -- ---- - - -- - -- 70 - r� PAINT sra PW STA R 16+6819 , i r 368 ------------ ----------------------- - � AD. = -1.12 K 44.463 i ! i Vtr 31 42' -� ---- ---- -- -- --- -- - - --- --- - --------- -- ---- - --------- -- -- ---- - -- ---- - - ---- ----- --- 366 - - --- -- -- - --- -- - - --- - - - - CURB RETURN - - - - - -- - - -- - - - y - - - - -- - -- =- - -- --- -- - --- G GROUND PROFILE 66 ---- -- --- OVER DESIGN OWNE c ----------------------- --- - - --: ---- --- ----..-- . --- -- - ---- -- - ----N --- -- �� -- - - �V Of EwsnN No LE E)CISTING GROUND PROFILE N__ _----__-_-_ _ ___-i„ . - 364---------- - -- -- - ; ` --- - ------------ -- ---EX -�_ U - FL01ML1N - - - gr; mm --- - - -- In +IS - - ._364 + o --.. -- - - - -- - -- -- - - -- ---------- w � i ____ __.j__ __ -_ _,...__ _ ... 362 �__-----,�___ - - -� ---------------------------------------------- ----- ---- - - -------------- : 1EASTIN6 362 PROFILEALONE _ 360 --------------- . -DE- -------- __-------------------------- ; EXISTING FLIriYUNE PROFILE - ---- r- --- - ----- --- - ---- - -- -- - - -- --- -- - - -- - --- -- -- - - -- - EXISTING FLOWUNE PROFILE i ,-------- --------------,------------------.-.�-- 29.6 3' CUl SAC- - -------- -- - -_.- - -- --- --- ---------+- ---- -99.6 i ALONG CURB RETURN --- ----------- --- SOU1H FLO E 360 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 NORTH FLOWLINE PROFILE 370I#GH POINT ELEV 36150 ----------------- - : _ ri FgGH POINT STA FL 16+66.19 PW STA-FIL 16+66.19 PW ELEV = 36257 368 � - ---- -- ---- . ------ A.D.-_ -_-------_--_-____ _--- ----- ------ --- - ------------------- -------------------- 3 : 112 K 44.46 ---- - - - 68 -- ---- ---------- -- - --- ----- - --- --- - --- -- -- - --- - - - - ----- -- - -- ---- ----------------------- -- -- -- 366 3t 42 � - - - ---- -- ---- ----- --- -- - --- --- ---------------------- - - ---- ------------ ---- --- -- -- ' ---- ---- ---- ----- ------ - -- -- ----�- -- -- -- - -- ------ - --- ---- -- - -- - -- - - ----- - - - -- -- ----- r --- �,-CURBRN --- - - -- - - -- RETU--- ---- -- - _ ------ �-------�---- ---- - ------ ---- - i M�µ+�-------------__ - - - --- -- - ----- --�_ N N� -- -------- -------- ---------------_-------- 36 6COSTING GROUND PROFltEi ------XSTING GROUND PROFILE ST11 I D FLOWN a R 364 t w - - --- -- - -- - - - - - - - i �� - - - --- ---- �¢ �� - -- --- 364 362 ------------------------ ----- ------------- -- - --- - -- -- - --- ----- - - -- - - - --- - - - _- ----------y - - - - ----- - -- - -- - -- -- µ - -._ -- ---- - -- -" -' S11NG FLOWNE __ PROFILE ALONG 360 ------ - -- - -- - - - - - -- --- -DE- saC EXISTING FLONiLINE PROFILE - ---- - - -, -- - ------ ------ - - - - E)aSTING -- -- ---- ---- - ------ - - -- -T - - -- -- --- ------ `- - -- - - - -- --- -- - - - -------------- - - 29.63' - - - -- ---- _ -- -- 99.60' ALONG CURB RETURN ��VAJNE � - ALONG CURVE � ALONG CURVE_ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SOUTH FLOWLINE PROFILE -- - - -- ----- ---- -- - 362 i 360 17+00 GRAPHIC SCALE 30 0 15 30 ( W FEET ) HORIZONTAL 1 inch = 30 fh VERTICAL 1 inch = 3 fL } m N <06 Oui V 'Q C CL N Cb v� W(0 N O c ac Z < V ca CY < H N w ai Z H O ~ Z d W � a N+ 9C M $ W W J 0 m c J a 0 w W 0 w W M O n W MW M N N <06 Oui V 'Q CL N Cb W(0 N O c ac Z < V ca CY < H N ai Z H O ~ Z d W � a N+ 9C M $ W W J 0 m c W MW M N LEGEND LEGEND CONT C.Q.B. - CITY OF BAKERSFIEL0 FLOWLINE CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 90b4'15" 35.00' 35.04' 55.02' C2 90354" 30 00' 30.03' 47.16' C3 90*06'180 30.00' 30.05' 47.18' C4 743258* 84.00' 63.93' 109.30' C5 227723" 35.00' 6.95' 13.72' C6 315449" 200.00' 57.19' 111.40' C7 0576'20" 32000' 1 15.20' 30.36' C8 3154'41"300.00' 15+00 16+00 85.77' 167.09' C9 89 4243" 30.00' 29.85' 46.97' C10 90 3537" 30.00' 30.30' 47.83' LEGEND LEGEND CONT C.Q.B. - CITY OF BAKERSFIEL0 - DIRECTION OF DRAINAGE FF - FINISH FLOOR ELEVATION rCb - EXISTING POWER POLE FP -FINISH PAD ELEVATION � BCR - BEGIN CURVE RETURN � -EXISTING SEWER MANHOLE ECR - END CURVE RETURN © - EXISTING CLEANOUT PRC - POINT OF REVERSE CURVE -_._(281)- - EXISTING CONTOUR P54.13- PAVEMENT ELEVATION - -- -- - - - - ------------- TC55.88 - TOP OF CURB ELEVATION © - CURVE INDEX (SEE FLOWLINE CURVE TABLE) F50.62 - FLOWLINE ELEVATION BVC - BEGIN VERTICAL CURVE OF50.45 - DEPRESSED FLOWLINE ELEVA77ON EVC - END VERTICAL CURVE (OG55.80) - EXISTING GROUND ELEVA71ON FG50.98 - FINISH GRADE ELEVATION (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION C50.98 - CONCRETE ELEVA71ON (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 - POINT OF INTERSECTION CL - CENTER UNE VPI - VERTICAL POINT OF INTERSECTION 2+00.00E - DIRECTION OF STATION LABEL ECR. H -- Q 3 N II/i v N " C1 SABLEWOOD DRIVE SEE SHEET 2 FL 2+00.00E - STATION ALONG LENGTH OF FLOWLINE w x.77 L 10+8a 14E LEGEND (CONTI - FLOWLINE PROFILE - FLOWLINE PROFILE EXISTING STATIONING: ALL STATIONING IS BASED ON CENTERLINE OF STREET UNLESS NOTED OTHERWISE ILI- f'f :•'� CONSTRUCTION NOTES AO CONSTRUCT TYPE "B" P.C.C. CURB AND GUTTER PER C.O.B. SID. ST -1 © CONSTRUCT 4'-6" WIDE COMBINATION TYPE P.C.C. SIDEWALK PER C.O.B. STD. N0. ST © INSTALL SUMP PERIMETER FENCE PER C.O.B. SID. NO. D-12 O CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. N0. D-11 INSTALL TYPE "A" STORMORAIN MANHOLE PER C.D.B. STD. NO. SW -2 INSTALL MANHOLE FRAME AND COVER PER C O.B. STD. NO SW -6 OF 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 WHEELCHAIR RAMP PER CAL7RANS STD. PLATE A88A Ol CONSTRUCT 6' HIGH CONCRETE BLOCK WALL PER COB. STD. NO. L-5 JO CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.D.B. STD. NO. D-14 (NOTE DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) OK 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 CALTRANS STANDARD PTH-02ACK40 PER SECTION 84-2 SSP 10-1.4X OM INSTALL STOP SIGN PER CALTRANS SID. R1-1 -D--- _T - - i _ ^____ KiE:- - - 0 tO _ 366 - - --- -- -- -- ---- - -- - - --- - --- -- =- - ALONG CURVE -- - ---- ONG CUR .._. - --- --- - -- -- � Od t to 66 364 �, ---- w - -- -- - - - - ------------- -- - -- - - - �.,!R Cfma ca - � ^^ ODt01� ^�t7 �c5� ZDV Wl� i MR R 362"Lu "o�30 , - ; �I; --------- - -------- - TiO+f FV..�W X95 pm� �n q3 tw CS h -- ------ ----- W - 60 360 - ----- -- -- - - --' 15+00 16+00 041 �o -0. 67X 358 -_ - - - -- ( - -- -- --- - ---- N --- ----- --- --- ------ - -- - 11a71T :- -- ;- - --- - - -- 10.23' - -- ----` - -- - -- J56 C6 Cy ALONG WRW i ALONGcu ------- 10+00 m 11+00 0 tl-& 66 -- - -- - - -- --- - - -- -- -- 54. CURB RETURN N N 364 ---------- -- -- -- - - - ----- -- - -- -- _ - - -�4 ggmN tg 362 --- --- - ---- -- - - ---- --- -- --- - --- - =------- ------ 360 -- - ------ - --------- - --- ----- -- .. ---- ---- ; - --- ---- EX FLOYWUNE Poom - ------ ALONG CURB RETURN ... - - --- ---- -- - -_--- - --- 358 10+00 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 If A.B.11.00' NATIVE GROUND (NATIVE GROUND TO BE COMPACTED TO 957. MAX DENSITY) ------------------------------------- - - ------------ ---------- -- ---- - --- -------- i i i : , 12+00 13+00 14+00 NORTH FLOWLINE PROFILE { ` 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE CONSTRUCTION NOTES (CONT) INSTALL STANDARD STREET SIGN PER C.O.B. S. Na T=i _8 (METRO SIZE NOTED ON PLAN AS REQUIRED) ® CONSTRUCT MEDIAN CURB TYPE "M" (MODIFlED) PER C.O.B. SID. NO. ST -2 OP CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. NO. ST -7 ® SAWCUT/GRIND AND MATCH EXISTING A.C. PAVEMENT OR CURB/GUTTER & SIDEWALK A C Y N ® CONSTRUCT 33.75' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST -4 Z OS CONSTRUCT 24' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO ST -4 OT CONSTRUCT 38' WIDE STANDARD RESIDEN71AL DRIVEWAY PER C.O.B. STD. NO. ST -4 OU REMOVE EXISTING CURB AND GUTTER V REMOVE EX DRIVE APPROACH AND REPLACE WTH C&G PER CONST. NOTE "A" S D A --�-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 p INSTALL 5,800 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 NOTE INSTALL STREET LIGHTS PER c as STD. NO ST -22, ST -23 & ST -24 I1 1 1 1 I ' 1 _ 1 1 N 16+44.6. 26 251 V 5800 Ulltpy UGH r 1 e FFL I F 6+4& 2 W S -- >( 1 O I j F--- --- a - --- ------ _._� 16+45 93E - 1 +45t9.3E 2071 Z , - 1 N GRAPHIC SCALE 30 0 15 30 IN FEET ) HORIZONTAL 1 inch = 30 & VERTICAL 1 inch = 3 & I �PPRD ��' j"S!a 2 P?rTo Ni ' 68 -------- - �R - -------- � Od - - - - - +q --------------------- ---- --- to 66 Lj-j �m----------- ----- 2 ca - � Z - -- - - -- - , s -a 15+00 16+00 ' 68 -------- - �R - -------- --- Od - - - - - +q --------------------- ---- --- - ------ 66 r �m----------- W ca - � Z , s -a Wo C p � r � -- ------ ----- W - 60 LLi 358 15+00 16+00 3 2178 DRr1E 04 -2r -ft, RIPECORD DRP M � � M 0 Z N Z C Zoe- Qo L j 00x °D f- m ate( a O v N m W m Y � m 5" W o rf1 0 I 1 � Od r W ca s -a Wo C p � r � LLi t0 sm Z 041 �o z v N C6 Cy II -- > , m H 0 v z 0 I w Lu Q a CL W M $ W N v LLJ r 0 `d m C* I 1 � LEGEND LEGEND (CONT.) C.O.B. - CITY OF BAKERSFIELD FLOWLINE CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 90b4'15" 35.00' 35.04' 55.02' C2 90b354" 30.00' 30.03' 4Z I6' C3 90b6'18" 30.00' 30.05' 47.18' C4 74 3258" 84.00' 63.93' 109.30' C5 227723" 35.00' 6.95' 13.72' C6 3154'49" 200.00' 57.19' 111.40' C7 0576'20" 320.00' 15.20' 30.38' C8 3154'41" 300.00' 85.77' 167.09' C9 89 42'43" 30.00' 29.85' 46.97' C10 9035'37" 30.00' 30.30' 4283' LEGEND LEGEND (CONT.) C.O.B. - CITY OF BAKERSFIELD - DIRECTION OF DRAINAGE FF - FINISH FLOOR ELEVATION cQ, - EXISTING POWER POLE FP - FINISH PAD ELEVATION O EXISTING SEWER MANHOLE BCR - BEGIN CURVE RETURN - ECR - END CURVE RETURN © - EXISTING CLEANOUT PRC - POINT OF REVERSE CURVE --(281)_-_,_ - EXIS71NG CONTOUR P54.13- PAVEMENT ELEVATION N N TC55.88 - TOP OF CURB ELEVATION Q -CURVE INDEX (SEE FLOWLINE CURVE TABLE) F50.62 - FLOWLINE ELEVATION BVC - BEGIN VERTICAL CURVE DF50.45 - DEPRESSED FLOWLINE ELEVATION EVC - END VERTICAL CURVE (OG55.80) - EXISTING GROUND ELEVATION FG50.98 - FINISH GRADE ELEVATION (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION C50.98 - CONCRETE ELEVATION (F55.99) - EXISTING FLOWLINE ELEVATION POVC - POINT ON VERTICAL CURVE G.B - GRADE BREAK BC - BEGIN CURVE 351. - DISTANCE LEFT OF CENTERLINE OF ROAD EC - END CURVE 351R. - DISTANCE RIGHT OF CENTERLINE OF ROAD H.P - HIGH POINT PI - POINT OF INTERSECTION CL - CENTER UNE VPI - VER71CAL POINT OF INTERSECTION 2+00.00E - DIRECTION OF STATION LABEL 1100, 17 FL ' FL 10+19.12& 10+21.31& 2011 AE -IN 18IcrnAW CON-' ECR, G8 H - FLOWLINE PROFILE -- Q �u ON INSTALL STANDARD STREET SIGN PER C.O.B. STD. Na T-1 c, I 3 'n Zai y (METRO SIZE NOTED ON PLAN AS REQUIRED) N N 1 1 1�tQpI J CONSTRUCT MEDIAN CURB TYPE "M" (MODIFIED) PER C.O.B. STD. N0. ST -2 z� ogo INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. N0. D-12 1 I - --- - --- I�D O - SABLEWOOD DRIVE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. NO. ST -7 + ? SEE SHEET 2 12+00 FL 2+00.00E - STATION ALONG LENGTH OF FLOWLINE Lest 177 110+8814& '0+884 2206 V V 'RC FL 10+98 3 10+9837& EE; G8 LEGEND (CONT) CONSTRUCTION NOTES CONSTRUCTION NOTES (CONT) - FLOWLINE PROFILE OA CONSTRUCT TYPE "B" P.C.C. CURB AND GUTTER PER C.O.B. SID. ST -1 ON INSTALL STANDARD STREET SIGN PER C.O.B. STD. Na T-1 --- - FLOWLINE PROFILE EXISTING ® CONSTRUCT 4'-6" WIDE COMBINATION TYPE P.C.C. SIDEWALK PER C.0 B. STD. N0. ST -8 c (METRO SIZE NOTED ON PLAN AS REQUIRED) W O CONSTRUCT MEDIAN CURB TYPE "M" (MODIFIED) PER C.O.B. STD. N0. ST -2 z� © INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. N0. D-12 - - --- - --- 16+44:68& 26.251 O CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. Na D-11 ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. NO. ST -7 + ? 0 INSTALL TYPE "A" STORMDRAIN MANHOLE PER C.O.B. STD. NO. SW -2 12+00 SAWCUT/GRIND AND MATCH EXISTING A.C. PAVEMENT OR CURB/GUTTER &SIDEWALK -- -- "" - - -- ww v z A EC Y NG PROFILE INSTALL MANHOLE FRAME AND COVER PERSTD. NSW-6 C.O.B.C 0. LLT 33.75' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST -4 w OFCONSTRUCT CONSTRUCT 20' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. SID. Na ST -4 os N (-,jw 0 CONSTRUCT 24' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST -4 STATIONING: QCONSTRUCT CUL-DE-SACS PER C.O.B. SID. NO. ST -15 O CONSTRUCT 38' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST -4 = -- - - _ _ -a67x 0 16+45.93E t +4593& 20T? ZGB i �H CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. PLATE A88A - -- - - -- -- -' -- -- -- = -- -- -- - - - - --- -- --- -- --- ALL STA770NING IS BASED ON CENTERLINE OF STREET UNLESS © CONSTRUCT 6' HIGH CONCRETE BLOCK WALL PER C.O.B. SID. NO. L-5 OU REMOVE EXISTING CURB AND GUTTER NOTED OTHERWISE JO CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B.STD. N0. D-14 V REMOVE EX DRIVE APPROACH AND REPLACE WITH C&G PER CONST. N07E "A" !ALONG CURVE (NOTE: DEPRESS ALL FLOWLINES 0.17; AS SHOWN ON PLANS) _ S D 356 ----- -- -. -- INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, -INSTALL 9,500 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV (ZE"030P5 A-PPIZ61/E0 PER CDS DWG NO. 1 ON SHEET 9 10+00 PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28 -FOOT POLE WITH A 6 -FOOT © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS MAST ARM j V) STANDARD PTH-02ACK40 PER SECTION 84-2 SSP 10-1.4X <=> INSTALL 5,800 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV ® INSTALL STOP SIGN PER CALTRANS STD. R1-1 PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28 -FOOT POLE WI7H A 6 -FOOT 1 +5000& 201 N�/ ' ' - ul'D - -- cn - D -- p V in 11+50 207i F o B _ GO �, N V 1 V RIW (0 v + 36615.4s' MAST ARM E , ; -64 - `- Li NOTE: INSTALL STREET LIGHTS PER C.Q.B. STD. NO. ST -22, ST -23 & ST -24 ALONG CURVE kLONG CUR c W i 364 z� - --- ---- - - - - - --- - --- 16+44:68& 26.251 poz ----------- -- - -- ------------------------------- W V + ? 362 i + FCj 12+00 -- -- "" - - -- ww v z t�1 PROFILE }od LLT � m w Q } 89 os N (-,jw Ce- Lj 360 --- -- - ---- -- -- - - - - - -- - --- --- ------ = -- - - _ _ -a67x 0 16+45.93E t +4593& 20T? ZGB i 358 - -- - - -- -- -' -- -- -- = -- -- -- - - - - --- -- --- -- --- - - - - - ---- - -- - = -- - -- W 110.70' Z0 �---.�----- 10.23' C !ALONG CURVE $ ALONG CU 356 ----- -- -. -- i , (ZE"030P5 A-PPIZ61/E0 10+00 11+00 368 364 362 360 - 358 i CURB RETURN ---------------------------------------------------------------------- ----- tg m� --------------------------------- EX FLOWLINE PROFILE ALONG CURB RETURN- 10+00 ETURN10+00 11+00 D I � Plan and Pro fil e Scale: 1" = 30' Horz. 1" = 3' Vert. "R" VALUE = 52, TRAFFIC INDEX = 4.5 CONST 0.21' A.C.10.33' CL 1I A.B.11.00' NATIVE GROUND (NATIVE GROUND TO BE COMPACTED TO 957 MAX DENSITY) s L GRAPHIC SCALE 30 0 15 30 IN FEET ) HORIZONTAL 1 inch = 30 ft VERTICAL 1 inch = 3 ft I i MAST ARM E , ; -64 `- Li NOTE: INSTALL STREET LIGHTS PER C.Q.B. STD. NO. ST -22, ST -23 & ST -24 t -- c W i 58 , + Ld i , 16+44:68& 26.251 N ----------- -- - -- ------------------------------- W V + ? 4800 LWO LIGHT i + FCj 12+00 13+00 14+00 15+00 16+00 -- NORTH FLOWLINE PROFILE LLT t0 �m Z 04 N 16+45+•9 9 1 ``' s BG GB N - D - Le) a F D -- D M N TiP 0 16+45.93E t +4593& 20T? ZGB i m Lu _'.'_._-1 W `- --------R--r-------�------ Z0 �---.�----- -_�_- I Jam- C v Ff W $ W a , (ZE"030P5 A-PPIZ61/E0 I � j V) Cj 0 r'VEpTVMe 5 -bib� % 1 I i M- E , ; -64 `- Li t -- c W 58 - ---- --- - - - - -- + Ld i , -- --- - - -- - - - - - --- - ---- - -- - -- N ----------- -- - -- ------------------------------- , i ------- ---- - ----------- - - -- --- --- - -------- - -- - - - - -- --- -- ----------- ---- - - ---- - - -- - ----- - -- - - - -------- , CL 12+00 13+00 14+00 15+00 16+00 NORTH FLOWLINE PROFILE 12+00 SOUTH FLOWLINE PROFILE os - -+ --- - - -- - -- -- -- - - -------------------- ------------ - --- -- - -- M- - -- - vi - - -- - --- �, -64 `- Li 60 W 58 - ---- --- - - - - -- - 56 ------------------- Ln -------------Ln ---- -- - ----- t - -- -____ - ---- - ---- -- - ---- ------ ---- -- - - ----- -- `- - --- - - - -- -- - - '--�� 6 t 6 r , i w aj. i r , ___-_ __-_--______-_ _ __-- _______-._______-. ____ _ -;_ .__ 4 - _._---_______--_.__r 6 LW1 - -- ---- ---- - - -- --- - - --- ---- -------------- - - -- - .- --- -- _ -- - ---------�-- -- - -- -- -- Y- -- -- --- - -- --- - --- 2 F � E ----- L-Li -------------------- --------- ----------------------------- ---------------------- - ----- 60 j 15+00 16+00 358 IU- Z3-6 AA'Tg rsFAW-M5Z2W 64-2 -tp 0 m M- N aQ W CO) Ld J i m S CL CADU o N LLT t0 �m Z 04 C Z V N JN 0 m Lu 2 O W v Z0 J C Ja. Ff W $ W a In V) Cj 0 c' V� Z 0LLIit z > U � W CLU CS U W W {y� a W ? WW w w . M M Q M N O n N W CO) J i m S CL o N LLT t0 �m Z 04 C Z V N JN m Lu 2 O W v Z0 J C Ja. Ff W $ W a In V) c' REV 15 lop$ kppuVf-o LOA) A) EPTvNe r�R tltu P. S tt w 361 3& 36'e' (J-) 'j 36( W 35f 35 16+00 55102 nRfiL ZL 14M. 32-116 p" `o LEGEND C.O.B. - CITY OF BAKERSFIELD FF - FINISH FLOOR ELEVATION FP - FINISH PAD ELEVATION BCR - BEGIN CURVE 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 FLOWLINE ELEVATION (OG55.80) - EXIS71NG GROUND ELEVATION (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION (F55.99) - EXISTING FLOWLINE ELEVATION G.B - GRADE BREAK 35'L. - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R. - DISTANCE RIGHT OF CENTERLINE OF ROAD PI - POINT OF INTERSECTION ,VPI - VERTICAL POINT OF INTERSEC71ON 1 1 16+44.68E 26.251 ' 5,800 LUMEN Lv-1T i f LEGEND (COND LEGEND (CONIJ - DIREC77ON OF DRAINAGE - FLOWLINE PROFILE � - EXISTING POWER POLE -FLOWLINE PROFILE EXIS77NG Q - EXISTING SEWER MANHOLE - EXISTING CLEANOUT --(281) - EXISTING CONTOUR © - CURVE INDEX (SEE FLOWLINE CURVE TABLE) BVC - BEGIN VERTICAL CURVE EVC - END VERTICAL CURVE STATIONING: FG5a98 - FINISH GRADE ELEVA71ON C50.98 - CONCRETE ELEVA71ON ALL STATIONING IS BASED ON POVC -POINT ON VERTICAL CURVE CENTERLINE OF STREET UNLESS BG -BEGIN CURVE NOTED OTHERWISE 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 FLOWLINE X68.57' 1d .ACT No. 3825 M. BK. 27, PG. 5 0.98 ACRES w T-- �..i C) �1 -----x x --------------- ------- f-- - ----�� / y ,. �x 00, i �,/ CJ• ` D ALLEN ROAD N f12 3+3809E a 220P! a H ( F 1- 74 ECR BCR = AI TCII EXISTING a t/4d =361.87 a---- - - - - - 1/2d =361.83 a 107. 314A =361.78 ECR -361.74 I a C9 o Q28X 23 19.98E i� 727a a EC - -- - -22+90.97& 207. v I F 1.84 PI a neo S89'19'10"E i BCR 23+00 ( 6 .23' - ' - - - - - - 22+9Q9 2071- �- a FL 2t+96.TOE 21+96.69E , BCR L {' I 2, g���c nx �n'p- ���nn rnr tion 111 I EC -- - -- ! AE -NY 0 GRAPHIC SCALE 1 - STOP so o 15 so 23 9.9 20.24' . _-='=-------- ------------------------------------- - _ _-- -- �-- o-------- - - o - - o -C •- - - ---- _-N 88'42'23" E-__COU_NIY ---------- --- -A - ------- f �= t y i 1 CONSTRUCTION NOTES t. PI a ( IN FEET ) H a HORIZONTAL 1 inch = 30 ft. - ---_-- o I a VERTICAL 1 inch = 3 ft LUMEN U6NT 6' (11E)----- e = 3s��o 23 97E 50 oH- 1/4d X36338 F3 1.99 ECR I &q Aara 1/2d =M3.M AIA 94 E)ASmc a 314A =363139 a FCR = 36342 NOTE: 1. STREET IMPROVEMENTS WITHIN ALLEN ROAD RIGHT-OF-WAY TO BE CONSTRUCTED BY ENCROACHMENT PERMIT FROM KERN COUNTY ROADS DEPARTMENT. CONSTRUCTION NOTES (CONT) CONSTRUCT TYPE B" P.C.C. CURB AND GUTTER PER C.O.B. STD. ST -1 ON INSTALL STANDARD STREET SIGN PER C.O.B. STD. NO. T-1 CONSTRUCT 4'-6" NIDE COMBINATION TYPE P.C.C. SIDEWALK PER C.O.B. STD. NO. ST -8 {METRO SIZE NOTED ON PLAN AS REQUIRED) y ® CONSTRUCT MEDIAN CURB TYPE "M" (MODIFIED) PER C.D.B. STD. NO. ST -2 a�apA�' OC INSTALL SUMP PERIMETER FENCE PER C.0.8. STD. NO. 0-12 �D CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-1 i ® CONSTRUCT 12' WIDE GROSS GUTTER PER C.D.B. STD. N0. S7-7 / �Q SAWCUT/GRIND AND MATCH EXISTING A.C. PAVEMENT OR CURB/GUTTER & SIDEWALK Q INSTALL TYPE "A" STORMORAIN MANHOLE PER cm. STD. N0. SW -2 !RE BY E ER INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW -6 QF CONSTRUCT 20' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST -4 R CONSTRUCT 33.75' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST - CONSTRUCT 24' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.D.B. STD. N0. ST -4 MIRASOL DRIVEOH CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. PLATE A88A Q CONSTRUCT 3$' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. N0. ST -4 �l CONSTRUCT 6' HIGH CONCRETE BLOCK WALL PER C.O.B. SID. NO. L-5 © REMOVE EXISTING CURB AND GUTTER Pion and Profile OV REMOVE EX DRIVE APPROACH AND REPLACE WITH C&G PER CONST. NOTE "A" Scale: �" = 30' HDrz. CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.0.8. STD. NO. D-14 1 " = 3' Vert. (NOTE: DEPRESS ALL FLOWLINES 0.17; AS SHOWN ON PLANS) I „ „ OK INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, -p-INSTALL 9,500 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV R VALUE = 52, TRAFFIC INDEX = 4.5 PER GDS DWG N0. 1 ON SHEET 9 PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28 -FOOT POLE WITH A 6 -FOOT CONST 0.21' A.C.10.33' CL If A.B.11.00' NA71VE GROUND " MAST ARM (NATIVE GROUND TO BE COMPACTED TO 959 MAX. DENSITY) © PAINT 12 LIMIT UNE US/NG TNERMOPLAS7IG PAINT PER CALTRANS STANDARD PTH-02ACK40 PER SECTION 84-2 SSP 10-1.4X Q INSTALL 5,800 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV ® INSTALL STOP SIGN PER CALTRANS STD. R1-1 PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28 -FOOT POLE WITH A 6 -FOOT MAST ARM NOTE: INSTALL STREET LIGHTS PER C.O.B. STD. NO. ST -22, ST -23 & ST -24 368 FLOWLINE CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 90'04'15" 35.00' 35.04' 55.02' C2 90103'54" 30.00' 30.03' 47.16' C3 90b6'18" 30.00' 30.05' 47.18' C4 743258" 1 84.00' 63.93' 109.30' C5 227723" 35.00' 6.95' 13.72' C6 31 *54'49" 200.00' 57.19' 111.40' C7 0576'20" 320.00' 15.20' 30.38' C8 315441" 300.00' 85.77' 167.09' C9 89 4243" 1 30.00' 29.85' 46.97' CIO 90 3537" 1 30.00' 30.30' 47.83' REV 15 lop$ kppuVf-o LOA) A) EPTvNe r�R tltu P. S tt w 361 3& 36'e' (J-) 'j 36( W 35f 35 16+00 55102 nRfiL ZL 14M. 32-116 p" `o LEGEND C.O.B. - CITY OF BAKERSFIELD FF - FINISH FLOOR ELEVATION FP - FINISH PAD ELEVATION BCR - BEGIN CURVE 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 FLOWLINE ELEVATION (OG55.80) - EXIS71NG GROUND ELEVATION (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION (F55.99) - EXISTING FLOWLINE ELEVATION G.B - GRADE BREAK 35'L. - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R. - DISTANCE RIGHT OF CENTERLINE OF ROAD PI - POINT OF INTERSECTION ,VPI - VERTICAL POINT OF INTERSEC71ON 1 1 16+44.68E 26.251 ' 5,800 LUMEN Lv-1T i f LEGEND (COND LEGEND (CONIJ - DIREC77ON OF DRAINAGE - FLOWLINE PROFILE � - EXISTING POWER POLE -FLOWLINE PROFILE EXIS77NG Q - EXISTING SEWER MANHOLE - EXISTING CLEANOUT --(281) - EXISTING CONTOUR © - CURVE INDEX (SEE FLOWLINE CURVE TABLE) BVC - BEGIN VERTICAL CURVE EVC - END VERTICAL CURVE STATIONING: FG5a98 - FINISH GRADE ELEVA71ON C50.98 - CONCRETE ELEVA71ON ALL STATIONING IS BASED ON POVC -POINT ON VERTICAL CURVE CENTERLINE OF STREET UNLESS BG -BEGIN CURVE NOTED OTHERWISE 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 FLOWLINE X68.57' 1d .ACT No. 3825 M. BK. 27, PG. 5 0.98 ACRES w T-- �..i C) �1 -----x x --------------- ------- f-- - ----�� / y ,. �x 00, i �,/ CJ• ` D ALLEN ROAD N f12 3+3809E a 220P! a H ( F 1- 74 ECR BCR = AI TCII EXISTING a t/4d =361.87 a---- - - - - - 1/2d =361.83 a 107. 314A =361.78 ECR -361.74 I a C9 o Q28X 23 19.98E i� 727a a EC - -- - -22+90.97& 207. v I F 1.84 PI a neo S89'19'10"E i BCR 23+00 ( 6 .23' - ' - - - - - - 22+9Q9 2071- �- a FL 2t+96.TOE 21+96.69E , BCR L {' I 2, g���c nx �n'p- ���nn rnr tion 111 I EC -- - -- ! AE -NY 0 GRAPHIC SCALE 1 - STOP so o 15 so 23 9.9 20.24' . _-='=-------- ------------------------------------- - _ _-- -- �-- o-------- - - o - - o -C •- - - ---- _-N 88'42'23" E-__COU_NIY ---------- --- -A - ------- f �= t y i 1 CONSTRUCTION NOTES t. PI a ( IN FEET ) H a HORIZONTAL 1 inch = 30 ft. - ---_-- o I a VERTICAL 1 inch = 3 ft LUMEN U6NT 6' (11E)----- e = 3s��o 23 97E 50 oH- 1/4d X36338 F3 1.99 ECR I &q Aara 1/2d =M3.M AIA 94 E)ASmc a 314A =363139 a FCR = 36342 NOTE: 1. STREET IMPROVEMENTS WITHIN ALLEN ROAD RIGHT-OF-WAY TO BE CONSTRUCTED BY ENCROACHMENT PERMIT FROM KERN COUNTY ROADS DEPARTMENT. CONSTRUCTION NOTES (CONT) CONSTRUCT TYPE B" P.C.C. CURB AND GUTTER PER C.O.B. STD. ST -1 ON INSTALL STANDARD STREET SIGN PER C.O.B. STD. NO. T-1 CONSTRUCT 4'-6" NIDE COMBINATION TYPE P.C.C. SIDEWALK PER C.O.B. STD. NO. ST -8 {METRO SIZE NOTED ON PLAN AS REQUIRED) y ® CONSTRUCT MEDIAN CURB TYPE "M" (MODIFIED) PER C.D.B. STD. NO. ST -2 a�apA�' OC INSTALL SUMP PERIMETER FENCE PER C.0.8. STD. NO. 0-12 �D CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-1 i ® CONSTRUCT 12' WIDE GROSS GUTTER PER C.D.B. STD. N0. S7-7 / �Q SAWCUT/GRIND AND MATCH EXISTING A.C. PAVEMENT OR CURB/GUTTER & SIDEWALK Q INSTALL TYPE "A" STORMORAIN MANHOLE PER cm. STD. N0. SW -2 !RE BY E ER INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. NO. SW -6 QF CONSTRUCT 20' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST -4 R CONSTRUCT 33.75' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST - CONSTRUCT 24' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.D.B. STD. N0. ST -4 MIRASOL DRIVEOH CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. PLATE A88A Q CONSTRUCT 3$' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. N0. ST -4 �l CONSTRUCT 6' HIGH CONCRETE BLOCK WALL PER C.O.B. SID. NO. L-5 © REMOVE EXISTING CURB AND GUTTER Pion and Profile OV REMOVE EX DRIVE APPROACH AND REPLACE WITH C&G PER CONST. NOTE "A" Scale: �" = 30' HDrz. CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.0.8. STD. NO. D-14 1 " = 3' Vert. (NOTE: DEPRESS ALL FLOWLINES 0.17; AS SHOWN ON PLANS) I „ „ OK INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40_30, -p-INSTALL 9,500 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV R VALUE = 52, TRAFFIC INDEX = 4.5 PER GDS DWG N0. 1 ON SHEET 9 PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28 -FOOT POLE WITH A 6 -FOOT CONST 0.21' A.C.10.33' CL If A.B.11.00' NA71VE GROUND " MAST ARM (NATIVE GROUND TO BE COMPACTED TO 959 MAX. DENSITY) © PAINT 12 LIMIT UNE US/NG TNERMOPLAS7IG PAINT PER CALTRANS STANDARD PTH-02ACK40 PER SECTION 84-2 SSP 10-1.4X Q INSTALL 5,800 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV ® 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 -24 368 17+00 18+00 19+00 NORTH F 20+00 LOWLINE PROFILE 21+00 22+00 23+00 6 6� its ,N V •+� ^h !! ( iiNm 1 t 6 ( EXISTING FL WANE PROFILE - EISTING FLOWLINE PROFILE DESIGN ALONG CURVE j k i ALONG CURVE I FLOWLINE PROFILE 122.54' I ONG-EURR _ ALONG CURVE } f i k 17+00 18+00 19+00 20+00 SOUTH FLOWLINE PROFILE 21+00 22+00 23+00 366 364 362 360 358 356 368 366 364 362 360 358 D 0 N 0 0 z W W Z z W J Z r 0 z a J Q O }mm m Q 0 W N Z z� o� >z�n til m � � w U � U U Z Z r� �W a Lu W W C M N n ^ 00 t N Oui V L Q CLN LLI 9cm m <C0 V N < 1-: H N m z W p v Z W c W s CL 4 W a o W W G I I j } 1 � p ^op•� C� � � � �- 1� j N N � 1 � �u °+°'_ ^`" t9 + IN N + 2 N 4. j '--- --- ---�--- I------------------ ��-----------� "____----- 1 �ESIGNEO_.FLOVYIJNEPROFILE__ I EXISTING; ROMAINE PROFILE J EXISTING OESIdVED - •.---- -- -- -- _--------- ALONG CURVE PR - 178.24!OWLINE V EXISTING FLOWLINE --- PROFILE -- _ iALONG CURVE k -- ALONG CUR -i I i i I 17+00 18+00 19+00 NORTH F 20+00 LOWLINE PROFILE 21+00 22+00 23+00 6 6� its ,N V •+� ^h !! ( iiNm 1 t 6 ( EXISTING FL WANE PROFILE - EISTING FLOWLINE PROFILE DESIGN ALONG CURVE j k i ALONG CURVE I FLOWLINE PROFILE 122.54' I ONG-EURR _ ALONG CURVE } f i k 17+00 18+00 19+00 20+00 SOUTH FLOWLINE PROFILE 21+00 22+00 23+00 366 364 362 360 358 356 368 366 364 362 360 358 D 0 N 0 0 z W W Z z W J Z r 0 z a J Q O }mm m Q 0 W N Z z� o� >z�n til m � � w U � U U Z Z r� �W a Lu W W C M N n ^ 00 t N Oui V L Q CLN LLI 9cm m <C0 V N < 1-: H N m z W p v Z W c W s CL 4 W a o W W G 17+00 18+00 19+00 20+00 SOUTH FLOWLINE PROFILE 21+00 22+00 23+00 366 364 362 360 358 356 368 366 364 362 360 358 D 0 N 0 0 z W W Z z W J Z r 0 z a J Q O }mm m Q 0 W N Z z� o� >z�n til m � � w U � U U Z Z r� �W a Lu W W C M N n ^ 00 t N Oui V L Q CLN LLI 9cm m <C0 V N < 1-: H N m z W p v Z W c W s CL 4 W a o W W G t N Oui V L Q CLN LLI 9cm m <C0 V N < 1-: H N m z W p v Z W c W s CL 4 W a o W W G we ►1111 C.D.B. - CITY OF BAKERSFIELD FF -FINISH FLOOR ELEVATION 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 ELEVATION F5062 - FLOWUNE ELEVATION DF50.45 - DEPRESSED FLOWLINE ELEVATION (OG55.80) - EXISTING GROUND ELEVA71ON (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION (F55.99) - EXISTING FLOWLINE ELEVATION G.B - GRADE BREAK 351. - DISTANCE LEFT OF CENTERUNE OF ROAD 35'R. - DISTANCE RIGHT OF CENTERLINE OF ROAD PI - POINT OF INTERSECTION VPI - VER71CAL POINT OF INTERSECTION LEGEND(CONT - DIREC71ON OF DRAINAGE cQ-), - EXISTING POWER POLE QS - EXISTING SEWER MANHOLE © - EXISTING CLEANOUT (281)--- - EXISTING CONTOUR ct - CURVE INDEX (SEE FLOWLINE CURVE TABLE) BVC - BEGIN VERTICAL CURVE EVC - END VER71CAL CURVE FG50.98 - FINISH GRADE ELEVATION C50.98 - CONCRETE ELEVATION POVC - POINT ON VERTICAL CURVE BC - BEGIN CURVE EC - END CURVE H.P - HIGH POINT CL - CENTER UNE 2+00.00E - DIREC71ON OF STA71ON LABEL FL 2+00.00E - STATION ALONG LENGTH OF FLOWLINE R/W 60' 30' —c 30' 10' 20' 20' 10' 0.53' CROWN ABOVE * 021' TYPE BUILDING PAD 4,1 HIGHEST FLOWLINE ASPHALT CONCRETE 20% ANN. 20% AM. 20% GRADE UNE 0.40' CL it AGGREGATE BASE (AGG BASE TO BE COMPACTED TO 95X MAX DENSITY) 1.00' NATIVE (MOUND (NATIVE GROUND TO BE COMPACTED TO 95% MAX DENSITY) OL DRIVE TYPICAL STREET SE( SCALE: 1' = 10' TRAFFIC INDEX: 4.5 "R" VALUE: 52 LEGEND (CONT) CONSTRUCTION NOTES ---- - FLOWLINE PROFILE AO CONSTRUCT TYPE "B" --- - FLOWLINE PROFILE � F.C.C. CURB AND GUTTER PER COB. STD. ST -1 EXISTING ® CONSTRUCT 4'-6" WIDE COMBINATION TYPE P.C.C. SIDEWALK PER C.O.B. STD. N0. ST -8 �G INSTALL SUMP PERIMETER FENCE PER C.O.B. STD. NO. 0-12 © CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-11 OE INSTALL TYPE 'A" STORMDRAIN MANHOLE PER C.O.B. STD. NO. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.O.B. STD. N0. SW -6 O CONSTRUCT 20' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.0.6. STD. NO. ST -4 STATIONING: Q CONSTRUCT CUL-DE-SACS PER C.O.B. STD. NO. ST -15 ALL STATIONING IS BASED ON Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. PLATE A88A CENTERLINE OF STREET UNLESS NOTED .OTHERWISE Ul CONSTRUCT 6' HIGH CONCRETE BLOCK WALL PER C.O.B. STD. NO. L-5 0 CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. 0-14 (NOTE: DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) O OK INSTALL STORM DRAIN WATER TREATMENT UNIT, CDSMODEL PMSU40_30, m W Y PER CDS DWG NO 1 ON SHEET 9 W LO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CAL TRANS W < STANDARD PTH-02ACK4D PER SECTION 84-2 SSP 10-1.0 �... OM INSTALL STOP SIGN PER CALTRANS STD. R1-1 R/W BUILDING PAD 4'-6' WOE SIDEWALK PER C.O.B. STD. ST -8 �— (COMPACT UNDER SIDEWALK 6" MIN. TO 90X MAX DENSITY (TYP.)) EX TYPE 'B" P.C.C. CURB AND GUTTER PER C.O.B. STD. ST -1 (COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.)) s ASPHALT CONCRETE TO BE COMPACTED TO 92% OF THE MAX. THEORETICAL DENSITY AS DETERMINED BY ASTM D2041-030 TION AA FUTURE R/W CONSTRUCTION NOTES (CONT) Q INSTALL STANDARD STREET SIGN PER C.O.B. STD. Na T-1 (METRO SIZE NOTED ON PLAN AS REQUIRED) ® CONSTRUCT MEDIAN CURB TYPE 'M' (MODIFIED) PER C.0.8. STD. N0. ST -2 © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ND. ST -7 ® SAWCUT/GRIND AND MATCH EXISTING A. C. PAVEMENT OR CURB/GUTTER & SIDEWALK E Y ® CONSTRUCT 33.75' WIDE STANDARD RE90ENIIAL DRIVEWAY PER C O.B. STD. Na _4 ST OS CONSTRUCT 24' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.D.B. STD. NO. STI -4 OT CONSTRUCT 38' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. Na ST --4 © REMOVE EXISTING CURB AND GUTTER REM -AL 11`X DRlV'A, 114, AND REPLACE WITH -AL PER CONST. NOTE 'A' -cZ> INSTALL 9,500 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV PHOTOELECTRIC CELL AND MLL BE MOUNTED ON A 28 -FOOT POLE WTH A if MAST ARM O INSTALL 5,800 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV PHOTOELECTRIC CELL AND W►LL BE MOUNTED ON A 28 -FOOT POLE NTTH A 6 MAST ARM NOTE.• INSTALL STREET LIGHTS PER C.O.B. STD. NO. ST -22, ST -23 & ST -24 REVISIONS APPROVED: BLONE NEPTUNE` 7 R.C.E. 55102 (EXP. 6/30/14) ATE 3r�� 4MRIAN P. SHAW .2 R.C.E. 32178 (EXP. 12/31/14) DATE 60' R/W TRACT 18' BOUNDARY 42' 12' "'c 301FUTURE 10' 20' 20' 10' * 0.21' TYPE 'B' ASPHALT CONCRETE 20x 2.0% ANF 201 AAIN T T DOS71NG GROUND _/ � 4'-6" WIDE SIDEWALK PER C.D.B. STD. ST -8 VARIES (COMPACT UNDER SIDEWALK 6" MIM4 FUTURE STREET -GRADE UNE TO 90� MAX. DENSITY) IMPROVELENIS 040' CL tl AGGREGATE BASE (BY OTHERS) EX TYPE "B" P.C.C. CURB AND GUTTER PER C.O.B. STD. ST -1 77(AGG BASE TO BE COMPACTED(COMPACT UNDER CURB AND GUTTER I$MIN. TO 95%MEDIAN CURB TYPE "M' (MODIFT£D) TO 95% MAX DENSITY) ) PER C OB. STD. ST -2 .NATIVE GROUND HEIGHT OF CURB = AS REQUIRED (NATIVE GROUND TO BE COMPACTED (COMPACT UNDER CURB 6' MIN. TO 95% MAX. DENSITY) TO 90% MAX. DENSITY *ASPHALT CONCRETE TO BE COMPACTED THEORETICAL DENSITY AS DETERMINED B To OSTM D2041 03o MAX SABLEWOOD DRIVE TYPICAL STREET 'Wfflom n SCALE: r = 10' TRAFFIC INDEX: 4.5 R VALUE: 52 04-n-lr► rn N ad � O M � r W o z '' `4 Z O W U M p„ c ca N c ^ m _co Q o tD m a O N c m W Y > Z W m Q3 W z N ad 0 W s p„ N _co ui tD m a O c Z cd N < I.: �... J' C N> < = 2� 1 m 0 in v Z ca J M $ W cc M_ m ~ I C.O.B. - CITY OF BAKERSFIELD FF - FINISH FLOOR ELEVATION FP - FINISH PAD ELEVA71ON BCR - BEGIN CURVE RETURN ECR - END CURVE RETURN PRC - POINT OF REVERSE CURVE P54.13- PAVEMENT ELEVA71ON TC55.88 - TOP OF CURB ELEVA71ON F50.62 - FLOWLINE ELEVATION DF50.45 - DEPRESSED FLOWLINE ELEVA71ON (OG55.80) - EXISTING GROUND ELEVA71ON (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVA71ON (F55.99) - EXIS71NG FLOWLINE ELEVATION G.B - GRADE BREAK 351. - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R. - DISTANCE RIGHT OF CENTERLINE OF ROAD PI - POINT OF IN7ERSEC110N VPI - VER71CAL POINT OF INTERSECTION BUILDING PAD LEGEND (CONT) - DIRECTION OF DRAINAGE cD-> - EXISTING POWER POLE QS - EXISTING SEWER MANHOLE 0 - EXISTING CLEANOUT —(281)--- - EXIS71NG CONTOUR ct - CURVE INDEX (SEE FLOWLINE CURVE TABLE) BVC - BEGIN VERTICAL CURVE EVC - END VERTICAL CURVE FG50.98 - FINISH GRADE ELEVATION C50.98 - CONCRETE ELEVA77ON 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+00.00E - STA 71ON ALONG LENGTH OF FLOWLINE LEGEND (COUT - FLOWLINE PROFILE - FLOWLINE PROFILE EXISTING STATIONING: ALL STA TIONING IS BASED ON CENTERLINE OF STREET UNLESS NOTED .OTHERWISE CONSTRUCTION NOTES AO CONSTRUCT TYPE "B" 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 DO CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. NO. D-11 OE INSTALL TYPE "A" STORMDRAIN MANHOLE PER C.O.B. STD. NO. SW -2 INSTALL MANHOLE FRAME AND COVER PER C.D.B. STD. NO. SW -6 OF CONSTRUCT 20' WIDE STANDARD RESIDEN71AL DRIVEWAY PER C.O.B. STD. NO. ST -4 © CONSTRUCT CUL-DE-SACS PER C.Q.B. STD. NO. ST -15 OH CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. PLATE A88A © CONSTRUCT 6' HIGH CONCRETE BLOCK WALL PER C.O.B. STD. NO. L-5 JO CONSTRUCT TYPE "A" STANDARD CATCH BASIN PER C.O.B. STD. NO. D-14 (NOTE. DEPRESS ALL FLOWLINES 0.17', AS SHOWN ON PLANS) INSTALL STORM DRAIN WATER TREATMENT UNIT, CDS MODEL PMSU40-30, PER CDS DWG NO. 1 ON SHEET 9 LO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD PTH-02ACK4D PER SECTION 84-2 SSP 10-1.4X �M INSTALL STOP SIGN PER CALTRANS STD. R1-1 CONSTRUCTION NOTES (CONTI INSTALL STANDARD STREET SIGN PER C.O.B. STD. NO. T-1 (METRO SIZE N07ED ON PLAN AS REQUIRED) OO CONSTRUCT MEDIAN CURB TYPE "M" (MODIFIED) PER C.O.B. STD. NO. ST -2 © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. NO. ST -7 ® SAWCUT/GRIND AND MATCH EXISTING A.C. PAVEMENT OR CURB/GUTTER & SIDEWALK E Y ® CONSTRUCT 33.75' WIDE STANDARD RESIDEN71AL DRIVEWAY PER C.O.B. STD. NO. ST -4 OS CONSTRUCT 24' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST -4 CONSTRUCT 38' WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.O.B. STD. NO. ST -4 REMOVE EXIS77NG CURB AND GUTTER V REMOVE EX DRIVE APPROACH AND REPLACE WI7H C&G PER CONST. NOTE "A" N S RD U IN CA T C. .. TD. . S - -(ZZ>- 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 p INSTALL 5,800 LUMEN HIGH PRESSURE SODIUM VAPOR LIGHT W/ TYPE IV PHOTOELECTRIC CELL AND WILL BE MOUNTED ON A 28 -FOOT POLE W17H A 6 -FOOT MAST ARM NOTE. INSTALL STREET LIGHTS PER C.O.B. STD. NO. ST -22, ST -23 & ST -24 REVISIONS APPROVED: BLAfNE NEPTUNE R.C.E. 55102 (EXP. 6/30/14) k MARIAN P. SHAW R.C.E. 32178 (EXP. 12/31/14) FUTURE R/W 60' TRACT R/W R/W 18' BOUNDARY 42' 60' 12' "c 30' 30' -c 30' FUTURE 10' 1 20' 20' 10' 10' 20' 20' 10' * 0.21' TYPE "B" 0.53' CROWN ABOVE * 0.21' TYPE "B" ASPHALT CONCRETE 4.1HIGHEST FLOWLINE ASPHALT CONCRETE �_ BUILDING PAD 2.0% AdN. M�4X 4:r 2.0% MIN2. 20.'G M►N. 2 20 0% MIN. 2.OX MIN. � ~_ - f %MIN. _ •t •.,�,y.?r.. t.R.'`:"..CL� �...::ir::=n;i'r.. "-- GRADE LINE 0.40' CL II AGGREGATE BASE (AGG BASE TO BE COMPACTED TO 957. MAX. DENSITY) 1.00' NA77VE GROUND (NATIVE GROUND TO BE COMPACTED TO 95% MAX. DENSITY) 4'-6" WIDE SIDEWALK PER C.O.B. STD. ST -8 (COMPACT UNDER SIDEWALK 6" MIN. TO 90% MAX. DENSITY (TYR)) EX. TYPE "B" P.C.C. CURB AND GUTTER PER C.O.B. STD. ST -1 (COMPACT UNDER CURB AND GUTTER 6" MIN. TO 957. (TYP.)) * ASPHALT CONCRETE TO BE COMPACTED TO 92% OF THE MAX. THEORE71CAL DENSITY AS DETERMINED BY ASTM D2041 -03a TRAFFIC INDEX: 4.5 "R" VALUE: 52 1-,zq, TA —TE rn 0 M M O Z Op Z OL I Q J L d 00 W cG Q c v N ir W Y Q m d, �t( d J JQQ DATE 5� a 0 R/W 4'-6" WIDE SIDEWALK PER C.O.B. STD. ST -8 EXISTING GROUND (COMPACT UNDER SIDEWALK 6" MIN. VARIES FUTURE STREET GRADE LINE TO 90% MAX. DENSITY) IMPROVEMENTS 0.40' CL II AGGREGATE BASE (BY OTHERS) EX TYPE "8" P.C.C. CURB AND GUTTER PER C.O.B. SID. ST -1 (AGG BASE TO BE COMPACTED (COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95%) TO 95% MAX. DENSITY) MEDIAN CURB TYPE "M" (MODIFIED) PER C.O.B. STD. ST -2 1.00' NA71VE 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. TO 90% MAX. DENSITY) THEORETICAL DENSITY AS DETERMINED BY AS7M D2041 -03a SABLEWOOD DRIVE TYPICAL STREET SECTION BB SCALE: 1" = 10' TRAFFIC INDEX: 4.5 "R" VALUE: 52 Def-n-tfe f 6 CF1 1, m it T as W � a In s J •a z p r N 0 W m 04 Z V N w � J N Q w ZoW O v N ui J CCL J o� W 0 $ � w D m wy L as W d M=) �^ C3 T W � a s J •a p r N W m 04 Z V N J N ZoW O v Z ui J CCL J W 0 $ LuN D m L