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Home My WebLink About1.1-7337 Ph 1, 2 & 10 Record DrawingREVIEWED BY.• TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE, REl//EWED BY.• 0&1111:9411 roe PALADINO DRIVE ui IY PANORAMA. PRQJfC uz Or S/Tf �S N 18 17' T.29 S., R.29 E. T.29 S.. R.29 E. z 0 En F STATE HIGHWAY 178 t . .. ... .. . .... 19 20 T.29 S., R.29 E. T.29 S., R.29 E. VICINITY MAP NO SCALE 1 .0 S"/004 Fff/ 414� DATE STREET IMPROVEMENT PLANS TRACT NO. 6498 1=111111 PHASE 2 HEET No. INDEX OO TITLE SHEET 0 D AILS —GENERAL NOTES Cuz WAY OO POTO I AY OO KUMA WA OO PATAGONIA OO MOENGO WAY A A A A f A A m A 11111 Pill TU WAY & PASTO WAY P I LA? WAY — w4w®rlOYA CL- CENTERLINE DWY.- DRIVEWAY FL- FLOWLINE B.C.R.- BEGIN CURB RETURN E.C.R.- END CURB RETURN P.I.- POINT OF INTERSECTION E.C.- END CURVE B.C.- BEGIN CURVE P.I.V.C.- POINT OF INTERSECTION VERTICAL CURVE P.O.V.C.- POINT ON VERTICAL CURVE B.V.C.- BEGIN VERTICAL CURVE E.V.C.- END VERTICAL CURVE P.O.C.- POINT ON CURVE O3 SHEET INDEX NUMBER DIRECTION OF DRAINAGE CONCRETE MONUMENT + STREET NAME SIGN `��/ 1% AidFudlit All ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES STREETS COLLECTOR STREETS 0.40' A.C./0.40' A.B. (COLLECTOR STREETS) LOCAL STREETS 0.20' A.C./0.70' A.B. (LOCAL STREETS) 6" CURB AND GUTTER 6" THICK DRIVE APPROACH 4" THICK SIDEWALK CROSS GUTTER (6' WIDE) SURVEY MONUMENT ENCASEMENT STREET NAME SIGNS STREET NAME SIGNS (METRO) TRAFFIC SIGNS WHEEL CHAIR RAMPS STREET LIGHTS (9500 LUMEN) STREET LIGHTS (5800 LUMEN) STOP SIGNS SAWCUT UPOATeP IN D FRX MA P AND -QVA?*JTlTle:9w 0 L.F. 0 S.F. 10,506 L.F. 418s747 S.F. 21,996 L.F. 25,146 S.F. 1031,430 S.F. 0 EA. 49 EA. 34 EA. 1 EA. 0 EA. 26 EA. 3 EA. 42 EA. 1 EA. 0 L.F. QRpF E S S1 W K. V0 J <! <1 rn RCE 43130 ;u Exp. 3-31-08 yt �9T C110, FOF c KEY hMf SCALE 1 "=200 A ti �i s PAP JOB Na. - 05-197 MGM: 05-187STPW-Of DA TF 0510112007 DR4WN,BY ADICIJV CHEOMED 9 Y_ RKV SHEET OF 13 MEETS i A# 7 TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE ANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: PUBLIC "aVORKS DIRECTOR, CITY OF BAKERSFIELD RAUL M. R4VAS R.C.E. 39880 (EXP. 12/31 /07) i�t,�" X4�3/26/202 1 Al APPROVED Matthew D. 84160 DATE HUNSAKER • • j ku"'V�wt I 1 1 A••••VEb BY: Ma4reet89698 DATE CITY OF i SHEET No. INDEX Q TITLE SHEET - TRACT 6498 - PH 2 A C)A TITLE SHEET - TRACT 7337 - PH 11 2 & 10 (DR DETAILS -GENERAL. NOTES CU ZCO WAY Q POTOSI WAY KUMA WAY 6 PATA �ON AkA Y MOENGO WAY<2)R 1 � <j)". ASUNCION PLACE & MONTEVIDEO PLACE Q> LAVRAS WAY & LARTI PLACE QUITO PLACE & MENDOZA PLACE 1 LI M ACH E PLACE & PAYSAN OU WAY R MITU WAY & PASTO WAY A) R PILAR WAY I I I !� I _ > PAIADINO DRIVE PROJEC T PANORAMA , �R. s 1.29 S., 9.29 E. T.29 S., R.29 E. I I � I I I I I I I I � a� STATE HWWAY 178 19 120 T.29 S., R.29 F. i T.29 $., R.29 L. VC/N/TY MAP NO SCALE* DATE rly/d*m DATE LEGEND CL— CENTERLINE DWY.— DRIVEWAY FL-- FLOWLINE B.C.R.-- BEGIN CURB RETURN E.C.R.— END CURB RETURN P.I.— POINT OF INTERSECTION E.C.— END CURVE B.C.— BEGIN CURVE P.I.V.C.— POINT OF INTERSECTION VERTICAL CURVE P.O.V.C.— POINT ON VERTICAL CURVE B.V.C.— BEGIN VERTICAL CURVE E.V.C.— END VERTICAL CURVE P.O.C.— POINT ON CURVE 4O TRACT N0. 7337-4 O SHEET INDEX NUMBER - - ---► DIRECTION OF DRAINAGE � CONCRETE MONUMENT + STREET NAME SIGN Jim =kA I A L; FORMERLY TRACT 6498-PHASE 2. ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND , TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. HUNSAKER & ASSOCIATES ®o I R V I N E , I N C PLANNING ■ ENGINEERING ■ SURVEYING Three Hughes ■ Irvine, CA 92618 ■ PH: (949) 583.1010 ■ FX. (949) 583.0759 FOR REVISION A ONWARD PLA tjR ECOR DRAWING ar+ WOO WOO PATAGONIA WAY TRACT 7337 MA TERIALS LIST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES ST?4iEETS . TOTAL COLLECTOR STREETS 0 • 0.40' A.C./O.40' A.B. (COLLECTOR STREETS) 0 S.F. LOCAL STREETS 10,506 L.F. 0.20' A.C./O.70' A.B. (LOCAL STREETS) 418*747 S.F. 6 CURB AND GUTTER 21,996 L.F. 6" THICK DRIVE APPROACH 25046 S.F. 4" THICK SIDEWALK 103*430 S.F. CROSS GUTTER (6' WDE) 0 EA. SURVEY MONUMENT ENCASEMENT 49 EA. STREET NAME SIGNS 34 EA. STREET NAME SIGNS (METRO) 1 EA. TRAFFIC SIGNS 0 EA. WHEEL CHAIR RAMPS 26 EA. STREET LIGHTS 9500 LUMEN 3 EA. STREET LIGHTS 5800 LUMEN 42 EA. STOP SIGNS 1 EA. SAWCUT 0 L.F. Trn A /"%T 7nn7 1R Ar1df"%% /CR ACAITC% .. ..... .. . � i , ,, fwrl Ir.- � KO 0'z -.AV, 0/40, 'A ff ;"� -A po" ym, 1' Al KEY MAP CITY RECORDS NO. SCALE: 1=200 PLOTTED BY: Sophie Pham DATE: Apr. 21, 2021 02-.50.-18 PM FILE: F.-\0887\EngIneenng\SA_TTM 7337\Im.p_- Street\SHT 01 A.dwg "&.- Df-f,Y7 oMNo..- 61f-MMAP112-Of DATE.• Omf�'? *7 D ADM& l/rt�i�N/►BY.• ;..: C� A l li O / .r Y" SHEET I A OF 14 SHEET IN OF BAKERSFIELD STREET IMPROVEMENT NOTES 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STA ROS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STAND A SPECIFICATIONS, LATEST EDITION. 2. THE CONTRA C R SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-0 WAY AS DIRECTED BY THE CITY ENGINEER. 3. ANY TRENCHING TO BE ONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER Cl TANDARD DETAIL ST-22. 4. PRIOR TO THE START OF ANY P SE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE VE 24 HOURS NOTICE (661) 326-3049. 5. SEWER LATERAL LOCATIONS TO BE STAMP (S)INTO THE CURB FACE OVER EACH LATERAL. 6. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDE K, CROSS -GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR UN CUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 7. ALL CONCRETE SHALL BE COMPOSED OF CLASS B 5 SACK CEM MINIMUM CEMENT CONTENT OF 470 LBS./CU. YD., AND A MAXIMUM WATER/ ENT RATIO OF 0.50. 8. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOL ND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITy STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 9. STANDARDS LISTED ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. 10. THE CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 11. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE OF 11 . SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN -PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 12. RELATIVE COMPACTION OF NOT LESS THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 13. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 14. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 15. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 16. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY THE CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 17. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT ON TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 19. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 20. PINNACLE CIVIL ENGINEERING, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 22. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 23. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 24. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 25. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE S IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE TH XACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND ELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY REPONSIBL OR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EX TLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILI S AND PIPELINES. THE CONTRACTOR SHALL CALL U.S.A. (UNDERGROUND SERVIC LERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EX ATION. 26. IF THE CONTRACTOR IS IN DOUBT AS TO THE NING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCfA IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN OoREQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOZANEWER HIS BID PRICE FOR THE PROJECT. 27. SEE WATER, STORM -DRAIN, IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE AIS PROJECT. 28. NORMAL CONSTRUCTIO STAKING WILL BE SUPPLIED ONE TIME BY THE DEVELOPER. ALL R69TAKING WILL BE BACKCHARGED TO THE CONTRACTOR. 29. AN OPEN S T PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC W KS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEP D STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SE ITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK RFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. rMa11 wo-rou Lei a* t lmaLl, 1. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR-8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR-4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE M.ALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAT SIX (6) MO S. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPH CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA T 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUB D WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DESITY OF THE DE MIXTURE AS DETERMINED BY ASTM D-2041. THE ASPHALT CONCRETE MIX SHALL ET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECI TIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT TH ATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COST SSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT 1 TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE W. CUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVE REAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOW R, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUB -GRADE," OF THE ANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL TO EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. A. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD INTERSECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 10. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS B ORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER A OVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITA HE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHAL ONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUC IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON AL ONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED T UBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE DS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED A G THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL P-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE S L BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE E LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED OND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE E REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. ASPHALT CONCR SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM TH ETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN -PLACE LL DENSITY S BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 13. IF IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 CENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE ASPHALT CONCRETE REPRESENTED BY T HAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPERS EXPENSE. 14. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPERS EXPENSE. 15. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPERS EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. 16. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK." BASE MATERIAL IN LOCAL ROADS SHALL EITHER BE CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK." THE /�OZZOK�iYG ClIrY OF B.9KERSF/ELD Sr..4.11,0.o,4,?,0 OR.4{f9NGS SHALL g&4 COIJISI� X AXW7 OF THESE PLANS. KC01l6W4irT0R TO 09744/N LATEST ZA91170111 THEREOF CITY STD. N0. DESCfi'/101,70 V CITY S7D. NO. DESCF'/f'T/O/V ® ST-1 CUzfg AND GIVTTEiQ KTYPE ' f B" AND 'G', ® ST-17 ODE GROSS-6V7_TEfi' ❑ ST--2 COS &z/fr'C/xz ,91f1l1z_xx?l ❑ ST-AF i Z221,-9N 6aRgS ® ST--j S/DEI�Yxz1r ® ST-19 //.9ND/CA/' ® ST--� 1?z_s1DENCE O9RIlIz-xWol ❑ ST-20 RRIIIX 7Z S EET GATES ® ST-5 HORSE NU�IBEf' FOfi' CUrs'BS ❑ ST-21 /i'EFUS CONTA/NEfr' PAD ❑ ST-6' PAl/EMENT R47C- -S ® T-1 S EET SIGN, POST TYPE ❑ ST-7 Cfi'OSS-GI11TTEfr'S ® T-j &A/O/f COLLEC70zf 7RXNSIT/ON ❑ ST--B 26' /NCH PXI?7- C/f?CLE CUL 1 R- 7- ❑ D-10 S12 EZ-XXZA0' UNDZR- ,O 'A/N ❑ ST-9 STMZT7- SPEC/T/CATIONS ❑ D- D91fXIN.9GE BASIN ® ST-10 STRZT7- SECTIONS ® D-14f CATCh-BASIN, TYPE ' l " ® ST--/ox STf�EET SECTIONS 10-13 CATCh-BASIN, TYPE ' j " ❑ ST-11 STi4'EET CIFOSS SECTIONS ❑ SX-4f &XIVIIOLE, TYPE ' l " XTi1,0ROP CONNECT/ON ❑ ST-12 ALLEY CPOSS SECTION ❑ So1 5 IR- XW-S & COkfz-f TOR 41XNIIOLES & CLEAN0V7S ® --13 S7 - Se1z?PEY &0/i1lU1lENT ❑ ST--22 Ti ZN- orl' 9WA! c/LL AMP CO�WPACT/ON fi'EQUIf'ZWN- TS ® ST-1-if STifEET L/Gh'T, �XST .4W TYP ❑ T-3V 7R- XA TIC SIMW /NTEfr'CONNECT - WRIMC ® ST--15 CUL DE -SACS AND PULL BOXES ® ST--15 S7RZT7 - KNa6A'�LE -'�T/BEf�GLAS„9rSTi ZT7_ L/Gh�TS NOT ALL0AE-0 R/W C/L R/W 1 30' 1 30, 1 10' 10' & PUE/PED VARIES EASEMENT 1, TYP I -- SEE NOTE _ NOTE: �I I DETACHED SIDEWALK SHALL TRANSITION TO ABUT BACK OF CURB IN "KNUCKLES" AND "CUL-DE-SACS", SEE PLAN 20' 20' 10' & 10' VARIES PUE/PED I 6" TYPE "B" CURB & GUTTER EASEMENT 2, TYP W/ 4.5' WIDE SIDEWALK MIN 2�- GRADE LINE I L 0.20' A.C. PAVING OVER 0.70' AGG. BASE OVER 0.50' NAT. GROUND COMPACTED TO 95% MAX. DENSITY. SO' R/GHT--OF- WA Y COMPACT UNDER CURB, GUTTER AND SIDEWALK (DETACHED) (TYP.) 6" MIN. TO 90% MAX. DENSITY. * SEE C.O.B. STD. DWG. S-27 FOR SLOPE PARAMETERS Q?OF ESS/pN 4 K. V p� W � Q: RCE 43130 m * Exp. 3-31-08 �FOFIVI CA O w a � Q e 5 W ti c� 'd. w v O O Imo..IL 7 JOB&.• 05 f87 DWONO: 05- -PH2 DATE. 0.510112007 DV H1NBY ADK/Jt/ CHEMEDBY MKT/ SHEET 2 OF 13 SHEET 1,l-LY4r � 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST-1, ST-2, ST-3, ST-4, ST-6, ST-7, ST-9, ST-10, ST-11, ST-13, ST-14, ST-19, D-14, D-16, T-1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.45' AGGREGATE BASE (PER NOTE 16) OVER 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST-13. TO BE INSTALLED EXISTING 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. TSD. 1-1 INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' POST TOP PER DETAIL 4'6" ON SHEET 5. INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST-1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.&E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1 /4" BELOW PAVEMENT GRADE. 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION, 811. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST-22. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE. CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. 21. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATION A ION WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NO. 5F15C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 23. ANY WORK CONNECTING TO EXISTING PUBLIC FA CILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF=WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAPS IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 24. INSTALL RAISED BLUE MARKERS IN STREETS AT ALL FIRE HYDRANT LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS. 25. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 26. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 27. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 28. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 29. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY MAINTAINED. 30. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0' TO EACH SIDE OF APPROACH AND CROSS GUTTER. 31. MEDIAN HANDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. !10211111 �' 1 i .l i _. ■ 1II11I1i)��il11.�1�[iI1� I!.R19i►.1I191111kiI/IOki IIIaVIxTAk[ON lkI1)1�►`A 1. ASPHALT CONCRETE SHALL BE TYPE "A" (MODIFIED FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. I 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: .1�.»1,��il�.TeZelt�e1!.�I��.P►hI.1,�;�:/.1N�Y�111:t��'� B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02 "AGGREGATE." OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01. "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC, CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIP LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. A" HUNSAKER & ASSOCIATES 1 R V I N E t I N C PLANNING ■ ENGINEERING ■ SURVEYING Three Hughes m Irvine, CA 92618 ■ PH: (949) 583.1010 ■ FX: (949) 583.0759 FOR REVISION Q1 ONWARD YZ 10, 10' & PUE/PED VARIES EASEMENT 1' TYP. SEE NOTE NOTE: DETACHED SIDEWALK SHALL - TRANSITION TO ABUT BACK OF CURB IN "KNUCKLES" AND 'CUL-DE-SACS ; SEE PLAN 17. 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, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. AFOG SEAL COAT SHALL SECTION 42=2.02, BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASED MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK"E WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATMENT BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASED SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM TO 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 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE 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. 21. NOT USED. o4�oFEsK. so�,� RCE 43130 * Exp. 3-31-08 1Vt1. F CAL CA R 30' �0' � 20' 20' 10, VARIES PUE/PED 6' TYPE 'B' CURB & GUTTER EASEMENT 2' TYP. W/ 4.5' WIDE SIDEWALK .2% N11N. *2x MIN. • • GRADE 'LINE 0.20' A.C. PAYING,��Vr �.. COMPACT UNDER CURB, AGG. BASE OVER1.0 GUTTER AND SIDEWALK NAT. GROUND C(DETACHED) 959E MAX. DENSITY. (Np,) 6" MIN. TO 90X MAX. DENSITY. 60' MIGHT -•-Ole'-" WA Y FOR SLOPEgPARAME � ST-14.1 0 NO 5rAtZ �_.�.. &k=L L=4 SNEEr 22. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. PG&E GAS NOTES CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE s, EXISTING R' PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY NO LESS THAN 72 caf wk, .� COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE AT ANY TIME. .r � r y, AT NOT TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE Y> TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN' STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN r CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE.x 1r SOUTHERN CALIFORNIA GAS NOTEStyl .n ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTICAL SEPARATION FROM THE EXISTING 24' SOUTHERN CALIFORNIA GAS CO. TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 3% OR MORE THAN 7', OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION LINE. CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE PROPOSED E�, WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO GET A NEW `) OAl USA TICKET AT LEAST TWO (2) DAYS PRIOR TO ANY CONSTRUCTION., No. 841Exp. 9130 21 0 � Z4�3/26/2021 ASSOCIATES,AAPPROVED BY: Matthew D. Mohler, RCE 84160 ",(zj 61112,1 1 APPIRVED BY: M4preet S. Behl, RCE 89698 CITY OF i 7miia DATE f I CITY RECORDS NO. i i 1 r " m. 0-MY MGM: 05-l$TSf-PHZ QAhF, �f�T .i, IUMBY.- AO/(& MEIrCEDBY.• Af" SHEET IL -OF 14 SHEET PLOTTED BY: Sophie Phom DATE: Apr. 21, 2021 02:51:44 PM FILE: F:\0887\Eng1neering\SA_TTM 7337\Imp_Street\SHT 02.dwg /. /_441? 91 �- N UIU K <s�UMq sy V /q Y � s� f 2 Ll _ _ / 23 N �o h 25 CONSTRUCTION NOTES00 W W 10 CONSTRUCT 6 n CURB & GUTTER PER C. 0. B. STD. DWG ST 1 W/5 0' WIDE DETACHED TYPE + SIDEWALK PER STD. DWG. ST-3 (UNLESS OTHERWISE NOTED) 22 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. RSP A88A (TYP.). `'- b � 0 ADJUST ALL EXISTING MANHOLES, VA VE COVERS, ETC TO FINISHED GRADE PER CITY STANDARDS U 22 — — _ 21 `' _ 20 19- N 010 tvi m 0 0 O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. O.B. STD. DWG. ST-13 i °- -a- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD. DWG. ST-14 °' -}- INSTALL STREET NAME SIGN PER C. 0. B. STD. T-1 HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 5' - - - - PROPOSED RIGHT-OF-WAY 8" s PROPOSED SEWER - -EX. 8" s- - EXISTING SEWER o SEWER MANHOLE o SEWER CLEANOUT - -18" SD- - PROPOSED STORM -DRAIN —EX. 18" SD- EXISTING STORM -DRAIN ® STORM -DRAIN MANHOLE ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 10 17-- — — — _-- —_ _ ---- C4 CURVE NUMBER 16 5 — ----- --- — ----12 — 11 10 1 O R� C6 o Q) N° 00°PI how V V � k 417D5 .Lo I N 00.57' 8"W CO 0 rn rn U- INI Ao o �o o o C3 C4 257.31' 417D7 N 1�2) ,jtjv, IN V d'O h h� X N� ►� 27 i�� "�/ %*"� % ��: ti� h "��.h oo�. N ��N °�� CL 19.opoWY 28 �., h �o rn� o� h o�•• N�: N0� 29o°, hp cp°co C5 fz 11f02.7 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C 1 628.08 2006.70 316.43 17-55' 19" C2 640.20 2046.70 322.74 17-55' 19" C3 13.70 35.00 6.94 22'25'35" C4 197.70 84.00 202.06 134'51' 11 " C5 54.981 35.001 35.00 90-00000" CA CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C6 633.95 2026.70 319.58 17*55' 19" LINE TABLE LINE LENGTH q BEARING L1 40.19 N16'41'03"E k o 0 0 ,y �o o �, o .,, rn o .�, FL 11 f 16.6 v 31 32� °' �; 33 35 36� °' `` 37 10' 20' Q � 3 v v v v o o �co oa U g U Z PATAGON IA WAY —0 m N (SEE SHEET 6) 0 rn Lo co cli t x tLo 00 +0 o + !' 0 + + + t` r` t+- m J J WAYU_W UU °° " i0 50vc 765......................................................................................................................................... ............................................ 765 o on- : : : : : : : _ - - : : co 00 Oo oLo OMo�- O) d' cn d: O � co 0o O) 0� to th d' co d- O to N to P7 to d- Lo M to V) + r, U +� +� + + 0) 0) - ~mUm .0 � 7 ___! :-1 �Jo _!� 760:u............................. ......................... .. .: ........ ....L!...................e\1c.......j-- 760�� m W 197.70' ON CURVE 13.70! ON CURVE - - - - - - - - - - - - - - - - - - 755----------------------------------------------------------------------------------------------------------------------------.-------- --- - -- ------ ---�•- _ ----.:._._. 755 628.08' ON CURVE EXISTING GROUND AT C/L 1.446 0.66%750..................•--------.................--••---------- ---- .... l_-:_._.----... ........-------•...-•-•-• ...---....... .............---...------...---•--.-•-.... 750 31.32 ON CURVE : �� : 13.70' Ila 4% ON -CURVE 745---•------------_-:._:_----------------------------------------------- 1•...........---.......--.--...---...--.............--------------...........--•------.•...._._.................••...--- 745 o 740------------ N-------•---------------------------•--------------------------------------•--------------------------------------.----------•---------------.------------------------------- 740 735 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 735 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 WEST f Z OWUNE PROFILE 765 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 765 po' -O M 0 N M N N to co d. p d0- po d0- d0- . to + !�� 00 tN to I� +t� _ + N + � � - v W. 20 �W U-m w 760--------:--OD .:•..................................................................•---....................•••• ..•...._..._...._..................................................... 760 4.9 ' 755 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - --615.32'• ON -CURVE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - 24:89} . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ION -CURVE - - - - - - - - - - _ - - 755 ON CURVE --- EXISTING GROUND- AT C/L ____---- .44% 750........... ................................... ..... 1:2�% ............................. 750 31.51' ON CURVE 1.43% 745 .............. _...••---------•...............................--..........._...........................---•-----•-••.................................................._..----------- 745 LO.517 740......................................................................................................................................................................................... 740 735.................................................................................................•--.-•---....._..--------....................................................----•-••• 735 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 EAST FL OWLINE PROFILE QROF ESS/p� K. � RCE 43130 � *k Exp.3-31-08 yt kj9TF OF'C d p W ti _ w 0 o W JOB Na. 05->87 DW6N0.: 05-987ST-PH2 DATE. 05/09/2007 DRAWNBY ADK/✓V CHECKEDBY M!N SHEET 3 OF 13 SHEET z m c c HORIZONTAL: 1 "= 50' VERTICAL • 1" 5 9 (9 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. 0. B. STD. DWG. ST- 13 -<=)- INSTALL 9500 L bMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C C. B. STD. DWG ST- 14 + INSTALL STREET NAME SIGN PER C. 0.8. STD. T- I - - - - — PROPOSED RIGHT- OF- HA Y _8" s— PROPOSED SEWER - -EX. 8" s- - EXISTING SEWER 0 SEWER MANHOLE 0% r-A A If-r% ,, I ,-A A 1.-11 1'7' CONS TRUC270N NOTES CONSTRUCT 6" CURB & GU77ER PER C.O.B. STD. DWG. ST-1 W15.0' WIDE DETACHED TYPE SIDEWALK PER STD. DWG. ST-3 (UNLESS OTHERWISE NOTED) CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. RSP A88A (7YP.) ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC TO FINISHED GRADE PER CITY STANDARDS IIII PATAEEGONIASHEET 6) WAY (S JW do m JM U-I 0 765 ............ co -",;t ............................................................................................................... 0 CO r--) b --------------------------------- 765 0; 4 rr)l "t Lo 0; LO + to LO I%- LO 00' 0 C> M 760 ............. w ---------------------------------------------------------------------------------------------------------------- m .................................. u- W 0 ------------- m 760 31.42 702.01'- ON CURVE 011 CURVE 755 ------- ----- ----- ---------------- ------------------ ...................................................................................... EXISTING GROUND -AT C/L ....... . . . . . •.1. 0.51 . . . . . . . . . . 755 11,_38% 31.33 750 .......... ...... ON CURVE -------------------------- ..... ..................................................... ..................................................... 750 1.20- 745 ---------------------------------------------------- .... ........................................................................................... ...................... 745 740 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 740 735 ---------------------------------------------- -------------------- ----------------- ---------------------------- * ------------------------------------ 735 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 WEST FL 0 K INE PROFILE 765 ------------------------------------------------------- ------------- ----------- -------------------- -------- ------- C14 C) CD (0 LO to co ro LO LO rl- LO LO 00OU_j LJ WLJ LL- **_� m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m LL_ %,IIIIIIIIII� . . . . . . . . . . . . . 760 ------------- --------------------------------- 714.15' ON CURVE .....................................................................................................................-------31.42 .. 755 -.......... -- ------- --------- ------- - ------ .51 % URVE.... EXISTING GROUND AT C/L 1.38% 750 ....................................................... ............................................... ................................................................... -.31.50 ON CURVE -127% .......................... 745r_77 -------------------------- ............................................................................................................................................ 740 --------------------------------------------------------------------------------------- ------------------------------------- -------------------------------- 735 -------------------------------------------------------------------------------- ------------- ------- --------------- ---------- I ---------------------- 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 EAST f-LOWUNE PROFILE 755 WE 735 _?,rjFESS10 v K. 0 rn cr_ RICE 43130 ;0 *Exp. 3-31-08 9�. \F CIVIL F CA GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 702.01 2246.78 353.89 17-54'08" C2 714.151 2286.781 360.19 1 C/L CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C3 708.261 2266.781 357.041 1 0 o w LQ wO %O LQ , 10B Na. - 0.f_ A 97 DW6NO: Of- WS T-PH2 DATE.' 0510112007 D94WNBr- ADI(IJV CH, EMED B r- IWKV SHEET 4 OF 1.7 SHEETS O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C O. B. STD DWG. ST- IJ INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C O. B. STD. DWG ST- 14 + INSTALL STREET NAME SIGN PER C.O.B. STD. T- I PROPOSED RIGHT- OF- HA Y - - - PROPOSED SEWER 8" S- -EX. 8" s- - EXISTING SEWER o SEWER MANHOLE CD no w CD Ile) SEWER CLEANOUT 4 Ly N ro -18" SD- - PROPOSED STORY -DRAIN Tm V_ 0 +m 0 -EX. 18" SD- EXISTING STORM -DRAIN v- a STORM -DRAIN MANHOLE ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. CURVE NUMBER I � &J 4p ,00fho Air )15f4iL 0*4610901_Qows,od, q rvdo Meg c0/*�g 0 N o�wNo, STQ P0 m0�aff\t51 o�-,AG� II I II it i II I II PAINT 12" LIMIT LINE WITH THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. 8010-21C-19. GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 46.40 30.00 29.28 88-36*45" C2 46.40 30.00 29.28 88-36*45v C3 31.32 20.00 19-90 89-42042$ C4 31.51 20.00 20.10 9001 638n C5 31.33 20.00 19-91 89*44'34 C6 31.50 20.00 20.09 90* 1454 so C7 31.75 20.00 20.34 90*58'11 " C8 31.72 20.00 20.30 90*51'37" C9 30.06 20.00 18.69 86*06'41 $$ Clo 32.28 20.00 20.88 92*28'36" Cil 168.55 680.00 84.71 14' 12107" C12 183.04 720.00 92.02 14'33158" C13 7.09 30.00 3.56 13*32'10 W C14 188.02 42.00 --- 256*30'02 90 C15 38.46 35.00 21.43 62'57#52 nj C/L CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C16 1 215.571 700.001 108.651 17-38'41$ LINE TABLE LINE LENGTH BEARING Ll 20.00 S00*57'38"E 760) 755 750) .............. 46.40 ON CURVEI NSTRUC17ON NOTES CONSTRUCT 6" CURB & GUTTER PER C 0.8 STD. DWG. ST- I W15. 0' WIDE DETACHED TYPE SIDEWALK PER STD. DOG, ST-J (UNLESS OTHERWISE NOTED) CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. RSP A88A (TYP.). ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC TO FINISHED GRADE PER CITY STANDARDS ....................... n r-_ 04 L0 r-, 07) -4- 04 -c000 pe') 00, (p 'oo* C-4 co u*,) r*-, 0 . . . . . (0,00. C-4 C4 . . . 14. to co r- 00* . . . . . . . . C. - 14 to . . . r-' (o N er) rl_ 0; 66 cy) n n n r-, r-, r-, 0) ;t pe) Lo so>- 104- C) C) 0; r., V_ to 00 r,*- ul CN .4- + V_ r-- + T_ . 11 11 + 04 r. + n r�- . + pr) P- r�- r,- + 11 11 + + 11 r_ + m m _j cr_ m M M Lo __j m _j U_ U_ _j 0 0 _j 0 _j _j _j 0 u- u- 0 C) _5 _j c 0 _j 0 U-u- 0 U- U- m uj m u- u- U- wQ�_ m W m u-u,- m ll*�ow W Z8 - - - - - - - - - - - - - - - - - - - - 0 U-i . . . . . . . . . . . . . . . . . t;) z 0 m . . (D . . . . . . . . . C-) . . uj . ow. . . . . . . . . . . . . . . . . . . . . Zo .amp C.D m m m C) EXISTING GROUND AT C/L ......................................................... .................. 31.50 ........................ ON CURVE - ON - 31.75' 31.51 3 1 CURVE ON CURVE 1-0. .33' ^ON I, nm ri 1pvF AN ESS/pN K. Vo rn o:: RCE 43130 ;o Exp. 3-31-08 /* c I V 1\1 ti LOT »PREP c Lf Lf 19 HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' Lo n o CS Lq . . . . . . . . . . . . . . . . . . . . . . . c, mn Iq Lq . . . . . . . . . . . . . . . . . . . . . . . n to . . . Lo -.4- cb . . . . . . . . . . 760 U L6 cii "cq Lo 00 re) Lo re) o6 vj + + rcr + + + 00 m 00 u V- V_ Ir- c*4 v-- cr_ 0 w m U- m U- CL U- uj U- m m U- CL U- a- I . . . . . . . . . . F OLU . . . . . . . . . . . . . . . . . . . . nzm m . . . . . . . . . . . . . . . . . . - - - - - - - �r. - . . . . . . . . . . . . . . . . 755 32.28 72.57 - ON ------------------------------------------------------- ON - - - - - - - - - - - - - - - - - 750 - CURVE - ------- CURVE 745 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ON - - - - - - - 1-60.550 -ON -CURVE . . . . . . . . . . . . . . . . . . . . . . . . CURVE . . . . . . . . . . . . . . . . . . . . . . . . . . . 745 ------ I a-- - ? CURVE- 1.49 0.30% 0.30% 0.32% - 0.547* 10 ------ Oil, -.0-51 4o- . 5 0.28% -0-517o .�, �9 190/0 0.250 740) - - - - - - - - - - - - - 0.5-7-7o ------- ------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -0.33%0'1 PRoposz 0 CA Tol / -0.25. CAPRoposil-0 CAT0CATCHSASI��J� PROPOSED T011 SA vv,/,� PROPOSED CAT011 Q.9S 730) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 730 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 NORTH FL OWL/NE PROF/LE 760) -------------- 0) --- (m 0) 0) - n re) - - - - - - - - - 0) mr--o n o re) CNI - - - - - - - - - io "ram - - - - - - - . r-.. r-- w 00 to - - - - - - - - - - - - - - - - - - - - - - - - - - - - (o 00 r%. 0 - - - - - - - - - - - - - - - co 00 r_� clq - - - - - - - - - - - - - - - - - - - - - - - - - co - rl- r2l n co - - - - - - - - - - - - co 0) r- co tc) L0 - - - - - - - - - - - - - - - - - - - - - - - - - - - n n co - - - - - - - - - - - - - - - - -.4- fle) oco 0 c*4 to rr) - - - - - - - - - - - - - - - - - - - - (000 0)(0 - - - - - - - - 760 re) co O n +r C-4 r- 0 C14 n n 0) . Lc) 0) O)o. n owd + o) 0) n 4(_4 Lf) .4- C-i .44- n C-4 lot ui V_ r4i 144- O fWi Lfi wd- K) r4i 't f4i + I rr +r- + +r- + + r- + r- + r-. + r- + T_ m c*4 m m tc) - 0- m 00 w w .0 1 0 0 V_ T_ 0 0 - C14 0 m _j U- m U_ Li C) LL_ 0 U- LL_ 0 _j LL_ u- 0 -�,, LJ 0 _j m IL_ 0 LLJ _j ui _j m_ w (L 0- 755 - - - - - - - - - - - - - - - - - - - 0 - - - CL - w . . . z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w 0 - - - - - - - - - - - M - - - LA_ - - - - - - - - - - - - - - - - - - - - - - - - - - - U- - - - - - - - - - - U- - - - - - - U- - - - - - - - - 1*1_� M - - - - - - - - - - - - - - - - - - - 755 EXISTING GROUND AT C/L 39.12 114 80' 750) ---------------------------------------- ------------------------------- ----------- ------------------------------- - ------------ ------------------------ --- --- ON CURVE - ----- - - ON - CURVE ---------------------- 750 183.64' ON CURVE' 311 #72 ON CURVE 46.40 _&N_ -019- _ 745 ....... CURVE ........................... ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................. 745 0.25% 0.25% 033% 0.28% ------ 0.51% .2 ------ 0.50% 0.50% 30.06' 740) -------------------- ----- 0,57% ---- 0.50% .................... .................................................... ON. CURV ................................................................................ 740 0 -0.25 735 ....................... ................................................................................................................................................... ......... 735 730) ......................................................................................................................................................................................................... 730 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 0071,IZZAVArs 11 O LQ L O O w ,✓/09 No.. - of- f87 MGM: Of- WS T-PI-12 DATE. 0510112007 DRAWN 9r, ADff1.1V 0-1, EMED 9 r- AfAV SHEET 6 7. OF 1.7 E T � � I I m CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C3 1 184.511 84.001 164.34 1 125-51 #11 C4 13.70 35.00 6.94 22'25*35" C5 49.48 35.00 29.89 81-001`00- C6 89.79 1020.00 44.92 5'02%37* C7 86.27 980.00 43.16 602#3 * CS 216.32 2525-00 108.22 4'54t31* 221.99 2565.00 111.07 V57*32*, C110 31.72 20.00 20.30 9V51 l-37* Cil 30.06 20.00 18.69 86!06*41 * C12 31.75 20.00 20.34 90'5801 1 0 C13 32.28 20.00 20.88 92'28#36" C14 648.71 2525-00 326.15 14!43" 14" C15 196.17 2565.00 98.13 V22#55* C16 31.11 20.00 1,7-69 89'06*48* C17 31.11 20.00 19.69 89,06"4810 C18 197.32 2565.00 98.71 4!24#27" C19 31.11 20.00 19.69 Q9'06*48w C20 31.11 20.00 19.69 8TO604a" C21 1 107.001 2565-001 53.511 Z23#24 Q=0jQflaV..iV07ES HUNSAKER & ASSOCIATES 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. D. B.STD. DWG.Sr- IJ INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE N0769) RE C.O.B. STD. DWG. sr-14 CONSTRUCT 8'0 CURB & GV77EV PER C.O.B.S7D. DWG.Sr-1 W15.0* WIDE DETACHED TYPE I k V I N E I N C SIDEWALK PAR STD. DWG. Sr-6 (UNLESS OTHERWISE NOTED) AND DRIVEWAY PER + , STD. DWI ST-7 PLANNING ■ ENGINEERING ■ SURVEYING INSTALLSTREET mme SIGN PER C.D.B. sm r-i *�..,,�,,-,,,..,',,..,�".,,%�-,�%�-./%�,-,,.,"-"�,�.,�,,.,-'__,�,,,^�..,/%.-".,%-.,�--�^_,�-..-�,�.,�,-11'll�"..,,-,,%.-.�,.,..,,,.,�,,,..,.,�,,,%�-,.'*""-'-''..'�l-,�_%.-,%..,�.,_.,-�,,,�..... O CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS S7D, RSP A8M Three Hughes m Irvine, CA 92618 m PH: (949) 583.1010 ■ FX: (949) 583-0759 ........... %W "a mo --"No- PROPOSED RIGHr-OF-WAY FOR REVISIONA1 ONWARD Alowsr ALL EXISTING mmmu -s, vAL vf - coviERRY, ETCTO f 7NI-SHf -0 GRADE PER CITY STANDARDS06 a-L C4 -8" S- PROPOSED SEWER C*4 C4 -N, -EX. 8" S- - EX/STING SEWER z V V_ + CONST, 0.20* AC OVER 0.70' AB LOCAL STREET PAVEMENT SECTION PER GEOTECHNICALOA ENGINEER-'S RECOMMENDATION (TI=5.0. R-VALUE=20) SEWER MANHOLE 02:5 1� ce Ilk 0 SEWER CLEWOUr 88 > W + 0: /7\ -18" SD- - PROMSED SrORAI-ORNN `k, "-"* __N I- 9 V_ W 6 -EX. 18" SD- EXISTING STORM --DRAIN to "i "THE TEMPORARY BASIN C4 a STORM -DRAIN MANHOLE + + )z + WILL BE PRIVATELY )+ 84cn z 00 MAINTAINED 0- 0 ALL STATIONING IS BASED ON CENTERLINE DATA CONST. TEMP. BASIN JAmi UNLESS 07HERWSE NOTED. PER CITY STD D- 11 z + KUMA WA REQ'D VOL=5,351 CF CURVE NUMBER C4 rZ +8 0 (Sk DEPTH=1.5' MAX 00 + 137 @ 1 -1 -1 V_ I C/L CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C11 88.03 1000.00 44.04 5'02#370 C2 1039.99 2545.00 527-36. 23'24148" 138 1 F • � , rr �----.,,,,,,,,,,-��,�,��r,rr,ir.�i , r��w �!►�i ��rii�►�.��'■r■ r""s ■ w�rrr!►►,'r!r',�.rrM `4 1 1155 &At 0 EXISTING POWER POLES & LINES TO BE RELOCATED/REPLACED BY OTHERS. I 0 25 50 100 Es K. .01 41c 1 Al 50 LIP Fy 7 ce RICE 43130 M Exp. 3-31-08 * HORIZONTAL: 1 50' VERTICAL.: 1 to 59 CIVV N OF PIZ, + LLJ + 04 V V_ (:z 08 Al PHASE 2 IMPROVEMENTS + BUILT WITH TRACT 6498 V_ + V. V-• PHASE 1 _j d .\ 0 A 16 17 15 3 0 7-EX.S. �0% 2 25 0 0D A ".01 1;`1 10, F2 Od' 12 16 1 18 1 1 1 10! A KU A WAY 60 ICN lf%E 04 IN LAC M11 OTA-4 09 CC IDUA-CP SliEET 5) Ir- 1V 20 - � 120'-A F I _1 0%, CO LU 11 A Q" 11CION A, Z I :c__z U FM ELEV=735.55 " U) -4- (n ONTVIDO PLAC' <C) < A.D.=2.46 00 o -ruK=20.33 + (Sm %w 8) + m + mCL CONST. TEMP. STREET m V 509 vc 50 VC + 6MOAENo30 WA Y (3 Q rn c_j A BARRICADE WITH W31 (CA) & W ce W Uj lim 1 A0 m 0 Li __j LJ OM4-3 SIGNS PER MUTCD C), M 755 ............... ..... ......................................................... .......................................... ........ 755 765 .............................................. ........................ 8" LO 1W) cl� to to 00 V_ (n- to IN in 765 C4 T_ Lo .: Lo C4 V_ V V (0+��P% LO VA 9#3 4 * - ton + + + r- + + P_ + P.. + + co.CD'Ill < + N ++ C4 in 0 00 r-- V C4 C4 04 CIIS WV V V- z FL CL V Ge ce Ee G2 .................. .. ...... .. .. ce ce Eli 12 750 ........... .......... ......... ........ ....... ..... 750 760 ..................................................,. ............... U__1 ... 0 ..... ............. of ............. ........ 15� 760 Uj - Uj m 89.79 216.32' ON CURVE 139.38' ON CURVE 133.101' ON CURVE -led *------ a- --W ON CURIV. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING. GROUND. AT ....... ....... . . . . . . . . . . . ............. 120.00! ON CURVE 24.30 745 CA 32-.0a" ON 'CURVE . . . 745 755 ....... .......... 2 2-72.3W -011•CURVE . . . . . . . . . . . . . . . . . 755 ONRVE EXISTING. GROUND ------ /L 21.77 2.24% ON CURVE 0.62% . . ON CW# .... ............................. ....................�.740........... .... ...... ............. .A3t*72740 750 ...4.0.% ........ ...............A.lf .Sr.4......... 750 U m 12-1-54N f fj" -V 751. N AA w-a77 60 31.75 .140% 0.84 ON -CURVE ..... ................................................................... ..... ................ ... . . . . . . . . . . . . . . . . .................................................... v; 735 735 745 745 V A jr10 <ell 312612021 0. 83 4 16 0 m ON* ....... 0APPROVED BY:- Matthew D' Mohler, RCE 84160 DATE N m, ............... . CU 730. 730 740 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( . . . . . HUNSAKER & ASSOCIATES, IRVINE INC. 740 APPROVLD BY: Manpreet S. Behl, RC'E 89698 DATE CA� CITY OF BAKERSFIELD ...................... ..... 725 .................................................................. 725 735 735 1+00 2+00 3+00 4+00 5+00 6+00 6+00..... 8+00 ---------- il'9+00' ...... * 10+00 11+00 12+00 13+00 wE'ST FL OK/NE PROFILE WEST FL OK/NE PROF/LE 755 .................................................................. ---------------------- 755 765 .............................................................. ...... ...... ...... ............. 765 (0 N - V po " 0 4m g - C14 C14 CN 0.4 V_ V_ 00 - 0) 04 V C4 In 4m 0 q* - vi OS 0 V_ 00 r1l cl cl drz Al •W a 0 V C4. (d 0 - LLJ T C4 00 94 c/) ` * + ce. c1c o. a- Ge R - %_ 8 z ce: 8 ce 2 0- LLJ :z ........ .................... ............. .................... ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ........ t ................ 750 750 760 ................................. 0...0760 Uj m NO 101.89' 'ON CURVE 95.43' ON CURVE 221.992 ON -CURVE. '1107.000 ON CURVE EXISTING GROUND AT C/L 31.12 197.32 ON CURVE ......... .................... .... ............ ................ ............ . ....... ... .............................. 745. ............ ......... ........ j 5 755 ..... ....................... on curm 756 ON CURVE ------ 31.12 ON CU 49.48* ON CURVE go 196.17* ON CURVE oN so - CURVE .060- 11.19% EXISTING GROUND AT C/L .......... .............. ... ............... ON ... ..... ................................... ... .......... .... ..................740 cum740 750 . 750 or*% g 9N 3t.12 o ON CURVE A 14% .......... . ............................... ......... .... .... .............. 735 ..... ................................................................... 735 745 ..... ............. 3 5% 99- ?,2..;. 745 J.49% ........... &28 -ON-CURVE ....................................................... .................................. 730 730 740 ............................................................................... 740 CITY RECORDS NO. 725 .................................................. ...................................... 725 735 ------------------------ ...... ------- ------ .......... 735 1+00 2+00 3+00 4+00 5+00 6+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 EAST FL OK/NE• PROF/LE EAST FL OK/NE PROF/LE CD Vi Lj m �, w z o Lj 0- 1,4 V) 04 Lj (L LJ o < a- /4 $17 j0;WN0..- 61f- hf.7,97-012 DATE 0R4ffBr.' AJOI(IJY 611010 0 B r. - AfAV SHEET OF Mown r� 14 "ER PLOTTED BY: Tin Huynh DATE: May. 21, 2021 03:58:17 PM FILE: F:\0887\Eng1neering\SA_1TM 7337\lmp-Street\SHT 07.dwg coNSTRUC77ON NOTES 1a CONSTRUCT 6 " CURB & GUTTER PER C.O.B. STD. DWG ST- I W15. 0' WIDE DETACHED TYPE SIDEWALK PER STD. DWG. ST-3 (UNLESS OTHERWISE NOTED) 20 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. RSP A88A (TYP.). O3 ADJUST ALL EXISTING MANHOLES, VALVE COVERS. ETC TO FINISHED GRADE PER CITY STANDARDS 77 745 10' llmp�l MOENGO WAY (SEE SHEET 7) 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. O. B. STD DWG ST- 13 INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD DWG ST- 14 + INSTALL STREET NAME SIGN PER C. O. B. STD. T- I m CD rn - PROPOSED RIGHT- OF- HA Y + _8" S- PROPOSED SEWER IL - -EX. 8" s- - EXISTING SEWER o SEWER MANHOLE SEWER CLEANOUT - -18" SD- - PROPOSED STORM -DRAIN -EX. 18" SD- EXISTING STORM -DRAIN MOENGO WAY a STORM -DRAIN MANHOLE (SEE SHEET 7) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 78 CURVE NUMBER 96 w c� x 79 by 2 3 T 80 .)/9 3302"E o 2 I HORIZONTAL: 1"= 50' VERTICAL: 1 59 81 §-� 00 0 w 0 W 107 W 6 p 0 20 20* 10$ M fill 01. # ................ (PH AS E -2) . ................ rwl .......................... 770 ----------- --- QP SE 2) v- re) N r-� m 770 co h. a• co co pej co Lo ro re) "d, 14- + + + + 4�Lll 11 m Lq i _j 0:: M LL-L- M L_ LJ - L_ Q_ M. 0 OW 765--...................................................... m --------------- zm ----- ....... 765 760 ......................................................... ... ........................... 760 31.12 NO- 27.13 98.53 ON CURVE EXISTING GROUND AT C/L ON CURVE. ON CURVE 755 ......................................................... ... ........................... 755 7-` 1.93q) 750 ........ ....... 6 �7k - - - - - - - - - - - - - - - - - - - - 750 745 ......................................................................................... 745 740 ----------------------------------------------------------------------------------------- 740 1+00 2+00 3+00 4+00 5+00 6+00 NORTH FL OWLINE PROFILE 770 ------------ ........................................... V--n- -re) ----------- ................ 770 0) 40) 04 00 M ())V- 4- 0; oi om't n a .4- 1w)'t - rW) 0) -q-,* + + r- m lo- 0 Lo < 11 m Q 0 U- u- tL�_j m U- U- a- u- 0 - . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - m-- - - - - - - - - - - - - - OLLJ - - - - - - - - - - - - - 765 Ld. zo 765 760 ......................................................... ............................... 760 31.12 27.13 98.53 ON CURVE- ON CURVE- ON CURVE EXISTING GROUND AT C/L 755 ....................... ................................. ... ........................... 755 750 ----------- -1,51 0000 745 ............................................................ ............................. 745 740 ............................................................... I .......................... 740 1+00 2+00 3+00 4+00 5+00 6+00 SOUTH FLOKINE PROF/LE 0 .4- 00 0 GUTTER CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl -27.13 35.00 14.29 44!2455" C2 197.06 42.00 --- 268*49'50" C3 27.13 35.00 14.29 44!24'55" C4 40.92 480.00 20.47 4!53'Ouc!" C5 44.33 520.00 22.18 4!53$05" C6 38.46 35.00 21.43 62*57'52" C7 188.02 42.00 --- 256*30'0 " C8 1 7.091 30.00, 3.56 13-32"1010 C/L CURVE TABLE CURVE LENGTH RADIUS ITANGENT DELTA CA I--42.631 500.001 21.33 4.!53'0 C/L CURVE TABLE CURVE LENGTH RADIUS ITANGENT DELTA CA I--42.631 500.001 21.33 4.!53'0 97 � lG r fln m *�z ,cz! W�� • Im czi � �a P4 . CgJ (C95 0 im C:) 1-i U u t- C:) M q o:: ile) 14 Lo Q_ C6 u ul C:) I Ll + + r Lo lot LA_ L+L ql or 0 L 0 A 04 S84*26'07"E iWo czi O "Zi 165.00' C6 of In NJ C::4 �o C8 104 103 102 MOENGO 0) 1 1 r,.� I UENGO W 1p AY co (Sti SHEET 7) Pe) V_ C:) eo�rj F E S S1 Lo'r- A5)9 K. Vo (64 aj + + 04 co , Lo Lo 4tm m Zi Lo rn RCE 43130 zcn fn 0 Exp. 3-31-08 I V lk- 0 c A W HORIZONTAL: 1 "= 50$ VERTICAL: 1"= 5' . CgJ (C95 0 im C:) 1-i U u t- C:) M q o:: ile) 14 Lo Q_ C6 u ul C:) I Ll + + r Lo lot LA_ L+L ql or 0 L 0 A 04 S84*26'07"E iWo czi O "Zi 165.00' C6 of In NJ C::4 �o C8 104 103 102 MOENGO 0) 1 1 r,.� I UENGO W 1p AY co (Sti SHEET 7) Pe) V_ C:) eo�rj F E S S1 Lo'r- A5)9 K. Vo (64 aj + + 04 co , Lo Lo 4tm m Zi Lo rn RCE 43130 zcn fn 0 Exp. 3-31-08 I V lk- 0 c A W HORIZONTAL: 1 "= 50$ VERTICAL: 1"= 5' 0 L 0 A 04 S84*26'07"E iWo czi O "Zi 165.00' C6 of In NJ C::4 �o C8 104 103 102 MOENGO 0) 1 1 r,.� I UENGO W 1p AY co (Sti SHEET 7) Pe) V_ C:) eo�rj F E S S1 Lo'r- A5)9 K. Vo (64 aj + + 04 co , Lo Lo 4tm m Zi Lo rn RCE 43130 zcn fn 0 Exp. 3-31-08 I V lk- 0 c A W HORIZONTAL: 1 "= 50$ VERTICAL: 1"= 5' S84*26'07"E iWo czi O "Zi 165.00' C6 of In NJ C::4 �o C8 104 103 102 MOENGO 0) 1 1 r,.� I UENGO W 1p AY co (Sti SHEET 7) Pe) V_ C:) eo�rj F E S S1 Lo'r- A5)9 K. Vo (64 aj + + 04 co , Lo Lo 4tm m Zi Lo rn RCE 43130 zcn fn 0 Exp. 3-31-08 I V lk- 0 c A W HORIZONTAL: 1 "= 50$ VERTICAL: 1"= 5' 165.00' C6 of In NJ C::4 �o C8 104 103 102 MOENGO 0) 1 1 r,.� I UENGO W 1p AY co (Sti SHEET 7) Pe) V_ C:) eo�rj F E S S1 Lo'r- A5)9 K. Vo (64 aj + + 04 co , Lo Lo 4tm m Zi Lo rn RCE 43130 zcn fn 0 Exp. 3-31-08 I V lk- 0 c A W HORIZONTAL: 1 "= 50$ VERTICAL: 1"= 5' C:) eo�rj F E S S1 Lo'r- A5)9 K. Vo (64 aj + + 04 co , Lo Lo 4tm m Zi Lo rn RCE 43130 zcn fn 0 Exp. 3-31-08 I V lk- 0 c A W HORIZONTAL: 1 "= 50$ VERTICAL: 1"= 5' U- W u- M L_ uj UAW It in 765 - ----------- r- r-: .................................................................................... 0)"d- (p r�, C-4 (000 (7) C) Lo r- 0 fr) -* mcoo) C:) -C'4 m_ (.D r-, Lo to co (7) re) 06 r-, Lo qq- V_ oi Lci C6 u ,q- u) Lei lei co(D * 111�4 4 +r- + r- + + I"- +!'-- + C14 0 tr) 0 C) lo- 0 1 0 _j M _j L.LJ _j m �j _j _j 04 U- U- m U- uj LL_ U- U- LL- 0- LL_ qh: m . 760 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . •. . . •. •. . . . . •. . •. . . . . . . . . . . . . . . . o ui . . . . . . . . . . . . . . . . . . . . Zo 755 ---------- --- ----------------------- ------ ------ ---------- ------ -------- ----------------------- 31.12 40-.92 38.46' 111.56' EXISTING GROUND AT C/L ON CURVE ON CURVE ON CURVE- ON CURVE 750 ................................................................ ........ ....................... .-0.30% 1-0.43% -0-437, 745 ........................................................... ........ ....................... 740 ................................................................................................. 735 ------------------------------------------------------------------------------------------------- 1+00 2+00 3+00 4+00 5+00 6+00 NORTH FL OWLINE PROFILE 765 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C) r,-. 0) co -Rd -- r- - - co ro 00 C) ow m - - - Lc) to C4.4 CN m (00) - - - r\ U tri 0)(0, n 06 r- U')* d. n C14 L0 to 06 Lci 4---,44 + + + + + r-. + hh w IV- M. 04 0 n 14- m u u") it II i _j 0 m LA- 0 _j U- m _j LL_ LLI _j LL_'%� C-D LL. W _j Q, U- Li- U_ 760 ............... w 0 .................................................... w 0 ...... mma- 0.0 uj .................. uj. m Zo 755 ................................................................................................. 31.12 44.33 EXISTING- GROUND AT C/L 75.90. api 735 755 ON CURVE- ON CURVE- ON CURVE I 750 ............................................ C750 Lu ♦ • • iC • MGM: Of- 197STM DATE. , 0.510112007 D DRAWN.5.1.V, ADKIV ON 6 Cff, ED B r- w" SHEET 9 OF /S SHEET5 ICONSNUCRM NOTES 10 CONSTRUCT 6" CURB & GUTTER PER C 0.8. STD. DWG ST- I W15. 0' WIDE DETACHED TYPE SIDEWALK PER STD. DWG. ST-3 (UNLESS OTHERWISE NOTED) O CONSTRUCT WHEELCHAIR RAMP PER CALTRAINS STD. RSP A88A (TYP.) O3 ADJUST ALL EXISTING MANHOLESS, VALVE COVERS, ETC TO FINISHED GRADE PER CITY STANDARDS 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. 0.8. STD. DWG. ST- 13 -<=> INSTALL 9500 L bMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C 0 8 STD. DWG ST- 14 + INSTALL STREET NAME SIGN PER C. 0.8. STD. T- I - - - PROPOSED RIGHT- OF- HA Y _8" S- PROPOSED SEWER - -Ex. 8" s- - EXISTING SEWER o SEWER MANHOLE 0 SEWER CLEANOUT - -18" SD- - PROPOSED STORM -DRAIN I I��%Tl�iilll HORIZONTAL.- 1 50' VERTICAL: 1"= 5' 755 --------------------------------------------------------------------------------------------------------------------------------- co rl*_ to n it - 1-4- .d- tW) 0 00) C) M co cy) C) CO 0 1*-- 00 14- 0)0) 0) L0 N -q- to 00 OR 00 0 0 r_ 00 0 .44-*0 04 4 (6 14i 4 r4i - f4i "i ui C-4 ,*�C_4 04 r4i -4 4 C14 It ±44 Lh m 0 0 m JW C) > m w m U- U- m U- M U- .......... ........................... .. .............. . . ........................................ ......... 750 0. m Ow m m za 745 .......... ...................................... .. ........................ ......................................... ......... EXISTING GROUND AT C/L 49.48 28.97 ON CURVE _'�ION- MWE --------------- -------------------------------------- . . . . . . 740 bN MURVE7 ..... 7 ......................... ...... .. 50' 735 .......... . 0 --------------------- --- --------- -- -- --------------------------------- - -------------------------- %0 . ......... 050 0.28% 0.41% -0,892 -0.4370 - 70� ..................................... ........... ..... .......................................................... 730 PROPOSED - OA rOl / 33.86 ON CURVE Pif SrA = 41-92.80 PW iZEY = M. N A.D. = -0.69 K = 72.46 725 ................................................................................................................................. 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 NORTH FL 0 K INE PROFILE 755 --------------------------------------------------------------------------------------------------------------------------------- n C-4- CO0 -r- 't L0 0- 00 M (0 0) (:) 0 0) 0)(0 C) r�- CO (3) Yo 00 C dq 0) 00 Oq 60 _D c'! rl� dq 04 06 rti c,4 rn r-�: C-4 (-,j '--" C14 rWi CO n 0j pf.). cV 00 r- re) 'a) W) re) co ro 0) pe) re) 1w) v- pe) CNI re) + + + + + + + + + + -j LL_ fL LL_ L_0- 750 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11L - .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... Q cr_ US m .00 0 z 745 ............................................................................................................... ................. 50' V.C. EXISTING GROUND AT -C/L 92.74 ON CURVE. 740 .............................................................................. .................................... r-T-7 ....... ..................................................................................... ....... 735 ....... ... �'-0-83Z ----------- �0 - �60 0��,_ --0.30% -0.41% 0.350/- -0.80%---/ 0.51%"--/ ................ .. ............................. 82;81 ------------- 730 -PROPOSED - 0AT011 ............................. 1330 -------- 13.10 ON CURVE :ON CURVE ON CURVE- PW SrA 492.80 Pt? R" M. N 0 M M V.C..C. t 5-2 *o � 9ASIIV,. A.O. -1.27 N.J7 725 ...................................................................K............................................................. 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 SOUTH FL OKINE PROFILE I STATE ROUTE 178 R/W I GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA ci 49.48 35.00 29.89 81-00'00" C2 184.51 84.00 164.34 125'51'11" C3 13.70 35.00 6.94 22*25'35" C4 33.86 20.00 22.61 97'00'45" C5 28.97 20.00 17.69 82-59$15" C6 41.61 35.00 23.66 68*06943" C7 13.70 35.00 6.94 22`25- C8 165.62 84.00 126.83 112-57'54" C9 27.13 35.00 14.29 44'2455" C10 197.06 42.00 --- 268*49'50 " r%i 1 27-131 35.00 14.29 44'2455" LAV S WAY (SEt CIS sm" 2, 0, 6�,z 2o,iz`190 0- OZT/Z ",q- 0I j ,� 40T 1 m f N If 141 'Q OZ fQ .0, C�19.Op�`3 'i 142 LAVI � RAS WAY (stt THIS sil" lot 125 X ,J� HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' W NM (N N M 00 w WS to C4 (0 LO +(N LO + CD m r�- + 0 co 28 + m (6on 126 127 + co + + :... ni _j LL U- Z,4 -4, Ni9 A8-E - 00 L6 + 00 136 u- 135 + U- 0 C9 279.61' 04 1 00 oA of C) + CS I o 00 134 u- 0i (0 + 133 C-41 U- �, W�11 129 ,q\-k0fESS/0 ,C) K. Vo cl) ui rn ck: RCE 43130 m *\ Exp. 3-31-08 yt �9�. clvlL F CA ,\� pCCEELL i1 g 130 9*' owr '�4+42.95r 131 ARTI PLACAE 755 755 ------------------------------------------------------------------------- 755 ,q- cq ,t NmM00 cq 0 LO co " 00 LO " C4 0 r�_ CO 000 00 (n f-li Lfi rei rfi to* P6 LO 1,, 00 to 0) pe) -q- n LO nnpo LO po r- + + + + + M u- uj L- U_ L_ a- U- CD U- a- L_0 Q_ 750 750 ------------ ------- cio o Lu ..................... ... ........... --, ------------ 750 c)zm m CD 745 745 ............ ......................... 27-13 ON-CURVE'106.97? ON'CURVE ......... : ------- -- ---- 745 EXISTING GROUND AT C/L 33.86 ON CURVE 740 740 ............ ......... ------------------- --- ------ --- ----- ..... 740 1.7-1% 735 735 735 ............ ............. .. ........................................ L.894o 730 730 ------------------------------------------------------------------------- 730 725 725 ......................................................................... 725 1+00 2+00 3+00 4+00 5+00 WEST FL 0 K INE PROFILE 755 755 ------------------------------------------------------------------------- 755 C4 0 LO00 .4- 0)* 00 M LO to Lo r�, oi o6 cq M to W) cq to Lo in * to + + + r� UJ m _j w U- U- a_ U- 0- m 750 750 ............................................ ... ........... m ............ 750 27,13' 90.09 CRVE 745 745 .....................................ONU ...... ON CURVE ..... ................. 745 'EXISTING GROUND AT C/L 28.97 ON CURVE 740 740 ...................... ......... ..... . ........... 740 ---------------- %0 1.90 ? 735 735 --------------------- .......................................... 735 h.52 730 730 ...................... .................................................. 730 725 725 ......................................................................... 725 1+00 2+00 3+00 4+00 5+00 EAST FL 0KINE PROFILE o r. cm Lu OO L w 0 ✓OBNo: 05-197 DWGNO.- 051197ST-M DA TF 0510112007 DR4WN9Y,- AD)VJV Ch 'EMED 9 K YKV SHEET 9 OF /9 SHEET �m COWS7RU-C-MN MOMS 10 CONSTRUCT 6" CURB & GUTTER PER C 0 B. STD. DWG ST- I W15. 0' WIDE DETACHED TYPE SIDEWALK PER STD. DWG. ST-3 (UNLESS OTHERWISE NOTED) 2O CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. RSP A88A (TYP) O3 ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC TO FINISHED GRADE PER CITY STANDARDS NOTE: EXISTING POWER POLES & LINES TO BE RELOCATED/REPLACED BY OTHERS. rn CN 0 - o 0- to r-� 0 CD W oo 0 0 W m C'4 0 0 m w 00 CN a- 1_� CN 0- Pri u") to CD 0 r*__ + m + + + 04 + n o 0) U- po n 5 woff 160 161 + 162 T-1 163 164 Lio � C2 4 for- lo ,R C�N o+ , V_ C-4 C,4 / 'y�v 4 (DL_ 01 U- - ) -j i %_ �4 kip _8j) s -1 1 7� . EN _I_s6_3-_3_5_'2i7-E 0 - _I`209.25' /e3- u to C3 o6 + + v- 0 * .j _j L 158 U- 159"-%: C4 c*4 OJ r,: NON c5 C6 kz_4ko 00 0� + + -i 157 156 155 165 I 'Altaq 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C 0.8. STD. DWG. Sr- 13 _C:>_ INSTALL 9500 L UYSIV STREET LIGHT (UNLESS OTHERWISE NOTED) PER C. 0. B. STD. DWG. ST- 14 + INSTALL STREET NAME SIGN PER C. 0.8. STD. T- I PROPOSED RIGHT -OF -HAY 8" s- PROPOSED SEWER - --Ex. 8" s- - EXISTING SEWER 0 SEWER MANHOLE c o 0 SEWER CLEANOUT V_ Nw 0 04 M - -18" SD - - PROPOSED STORM-DRMN CN + + -EX. 18" SD- EXISTING STORM -DRAIN ® STORY -DRAIN MANHOLE ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. �tk CURVE NUMBER 175 sloa 176 k lzz� co kz� 2 _V FL 0+25 60 HORIZONTAL: 1"= 50' VERTICAL: 1 "= 5' 033,-- 1 3 ot, 60 2 9.0 kc STATE ROUTE 178 R/W 174 7 D 0 (L Lo r- U-) 00 C) foe) 0) c� 0 0) c) 0 Lf) + + + 04 + + o:: 14- 1w) _jlc_) wc� �ne LL-Im 'L, eL). L L i , uq4-" m V) n co pr) 0)00 - r- pr) 00 04 Oi r-, po to Im 7 to cy) "d- 00 o6 cq c-4 o6 o6 04 n CN f4e) 0 Cq pe) r4e) + + + r- + K) + + m po 0 w w Om LL U- _j M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 755 . . . . . Q . . . . . . . . . m 750 ................................................................... .. .................. 98.53' 27.13 9Z.98 -M.- 28.62 ON CURVE ON CURVE- ON CURVE ON CURVE -------------------------- EXISTING GROUND 16T. CA. 745 ......... ........................ .................. 740 .......... i ...... ;-0.20% -------------------------------------------------- -- ----------------- 0.3370 -26% 4 1% -0. -0.20ro �0 -.29 46% 735 ----------------------------------------------------------------------------------------- 730 ......................................................................................... 1+00 2+00 3+00 4+00 5+00 NOR TH FL OWLINE PROFILE 760 ----------------------------------------------------------------------------------------- to n CD Lo o r-- r.- to - Lo r_ ro co Lo cn co (D cn 40 4m + c6 in Lo "-OR cq ro cq n (n 0.) to - + to m CL . . . . . . . . . . . . . . . . . . . . . . . _j - - - - - - - - - - - - - LZ M. Li . . . . . . . . . . . . . . . . . 755 -------- a:- o ---------- L4- n LL m CD 750 ...................................................................... .................. 98.53 82104 ON CURVE ON CURVE- ON CURVE EXISTING GROUND. AT C/L 745 ---------------------------------------------------------------------- --------..-_------ 740 .......... L- -0.20% ....................................................................... 0. 3 3 5"ol 0.33% -0.18% 0 -0.28 34.23 735 --------------------------------------------------------------- ... N CURVE -- ----------- 730 ------------------------------------------------------------------------------------------ 1+00 2+00 3+00 4+00 5+00 SOUTH FL OWLINE PROFILE 750 735 730 755 750 745 735 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 197.06 42.00 --- 268*49'50" C2 27.13 35.00 14.29 44!24'55" C3 27.13 35.00 14.29 44!24'55" C4 92.98 340.00 46.78 15*40'10" C5 82.04 300.00 41.28 15,40"10". C7 27.13 35.00 14.29 44!2455" C8 197.06 42.00 --- 26849'50 " C9 27.13 35.00 14.29 &4!2455" clo 186.21 670.00 93.71 15055926" Cll I 166.52L 630.001 83-751 15*08'38" C/L CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C6 87.51 320.00 44.03 15-40"10" C12 1 216.661 650.001 109.35 19-05'54 " 19 Ass 04 NOTE: EXISTING POWER POLES & LINES TO BE RELOCATED/REPLACED BY OTHERS.,, pA,q VV yam') Y 181 10* 631 182 'N k RSI IT) 2 HORIZONTAL: 1"= 50' -- ! 'Z VERTICAL: 1"= 5' (STATE ROUTE 178 R/W 3 Cl 2 168 467 p/l Qa 0 a w C) :Z:s 7 :m CL C4 64 (3) 00 00 * 04 rr) + 00 L0 T_ c*4 0) + C) wi ll-� + o6 0 0 C-4 Lf) Lc) COW _j 0 + + + + + U- C.) T_ 04 L-0Im 10- L0 __j 0 _j _j z 11 mL_lLj LL-0 Im 010 OZA PLACAE 760 ----------------------------------------------------------------------------------------- 760 o 000 r.,� ("o) w- to to co r�_ 0 000) to fl�l r�- _01i t--i po_* c� % t c� rl: c� r: Lo U'> 10- " .14- n + r- + + r%- + r-- + jo 0 0 V7 U N 0 ei. m o:: w 755 .........0 .........U_.j- .Ma- ..L.j_ W..............LM..........................j 0 . .r M...w ............. 755 m 750 ................. ........................................................................ 750 94.61-9 27.13 9 . 176.21' ON -CURVE ON CURVE ON CURVE' EXISTING GROUND AT C/L 10.00 ON CURVE 745 .......................................................................... .............. 745 -0.307,0 -0.3070 Nblo -6 1 - . -0-327o- -0.30/wo - 740 .............................................................. 0.-30% .. ................ 740 PROPOSED CATCH- BASIN 29.21 OW CURVE 735 ......................................................................................... 735 730 ......................................................................................... 730 1+00 2+00 3+00 4+00 5+00 NORTH Fl-OKINE PROFILE 760 ----------------------------------------------------------------------------------------- 760 _C) co (0 r-, mm 00 r_� rr) po r- a cq O� Lo r-, N po 1.4 N rn 00 N 14- -.0- V_ + + + + _C) ilk ...j 0 _j 0: .:j W __j m 0 0 755 ......... LA_ . . . . . . . . . L.- 0_ u . . . . . . . . . . . . . . . . LL . . . . . . . . . . . . . . . . . . . . . . . . . . . m_ w .. . . . . . . . . . . . . . . 755 m .............. 102 ..... .... .............. 1.66.52'.ON. CURVE ............. .33.7 ........... 750 .46'. 10,27.1-3 7 750 ON CURVE ON CURVE- -ON CURVE EXISTING GROUND AT C/L 745 ----------------------------------------------------------------------------------------- 745 -0-28% -0-23% - i - -1 - - - 7o -0-29% -0.31 __2 �6-d 740 ......................................................................................... 740 735 ......................................................................................... 735 730 ......................................................................................... 730 1+00 2+00 3+00 4+00 5+00 SOUTH FL0WUNF,PR0F1LE ®� MWAA ME 171 172 179 180 to �a �o N 1 / 4.iv N Div '"�; Lo -8)) S- 51-68 lzli 170 169 ` Y O M 7 .5 LQ UO fi 10B No.. - 10B No.. - of- 18.7 DWONO0: f- 1817ST-PH2 DA TE. - 0510112007 DR4WNB,v- ADI(IJV 0HEMED B Y, YKV SHEET 10 OF 47 SHEET 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. 0.8. STD. DWG ST- 13 INSTALL 9500 L bMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C O. B. STD.DWG ST- 14 + INSTALL STREET T NAME SIGN PER C. 0. 8. STD. T- I - - - PROPOSED RIGHT-OF-WAY _8" S- PROPOSED SEWER CURVE NUMBER - -EX. 8" s- - EXISTING SEWER o SEWER MANHOLE CONSMUC770N NOTES 10 CONSTRUCT 6**" CURB & GUTTER PER C.O.8 STD. DWG. ST-1 W15.0" WIDE DETACHED TYPE SIDEWALK PER STD. DWG. ST-3 (UNLESS OTHERWISE NOTED) 20 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. RSP A88A (TYR). O3 ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC TO FINISHED GRADE PER CITY STANDARDS Ep-N 1911-1 190 183 09 NOTE: oom o4 m r1e) 0 EXISTING POWER POLES & LINES TO W 20, I 0* o- g 0+ ci BE RELOCATED/REPLACED BY OTHERS. cli PkA)� .1-0 6 C-) r- n 0 04 (N IN r_ 00 _jLj_ a- + K) +1 + to +l + Lo + T + T_ ulm z 11 0 L-0- 11w L- LL- 0 M 0 L" c LL-im 0 0 0 =�� HORIZONTAL: 1"= 50' L IMA OHA PL A OA E VERTICAL: 1"= 5' 765 --------------------------------------------------------------------------------------------------------- 765 00 m w to Lo n w po co co C:) rn r., 00 to a Lo n co do o64 o"I + r_: a + 4 14- (64 111 + * + C'� po + In '14- C; cn,4- + ('I --d- - DULf) L_ ........ 0 U- M 0- LA_ Li LA-M m LLJ Lo C-) 0 w 760 -------- ------------------------------------------------------------ ---------- ----------- 760 M 755 ........ ......... ............................................................ ......................... 755 98.38' 29.97 212.06' ON CURVE 29.91 ON ON CURVE ON CURVE_ CURVE EXISTING GROUND AT C/L 750 ........ ......... ............................................................ ......................... 750 745 ........ . -0-207oX - - - - - - - - - - - - - - -0-25% ............................................. ....................... . 745 -0.25% -0-25% •4Z! 77o 740 ......................................................................................................... 740 735 ......................................................................................................... 735 1+00 2+00 3+00 4+00 5+00 6+00 7+00 NORTH FL 0 WE INE PR Of -IL E 765 --------------------------------------------------------------------------------------------------------- 765 1 co Im Lo 04 Lo n po 01-4- 000 + r-, 44- I-- " r-- r- C-4 + r" C) + 0 + 170 + 0 Lo 0 + Lo w a- U- cj� a- _j U- W. ---------- M ----- ----------------- ------------------------------- _j U-L_ w _j0 M Ld -760 760 m 755 ........ .... ................................................................. ......................... 755 24.04 202.74' ON CURVE 33.43- ON CURVE- ON CURVE 750 ........ .... ...................................... EXISTING GROUND AT C/L- ...................... ......................... 750 745 ........ ... ............................................................ ......................... 745 Z'O.-21 -1 - -0-21% - I . - -0.25% 0.25% -0-427o 98.38 740 ON CURVE ....................................................................................................... . 740 735 ......................................................................................................... 735 1+00 2+00 3+00 4+00 5+00 6+00 7+00 SOU TH f Z OWLINE PROFILE GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C3 29.97 35.001 15.971 49-03"13" C4 196.75 42.00 --- 26F24'35" C5 24.04 35.00 12.52 39'21'22" C6 212.06 923.94 106.28 13-07'24" C7 202.74 804.42 101.73 14!24'57" C8 45.81 34.47 27.34 76*50'24" C9 175.71 84.00 145.06 119-51011$0 Clo 13.70 35.00 6.94 2Z25',35" Cil 267.99 1150.00 134.60 13'21'06" C12 258.671 1110.001 129.921 13`21'0d6�" 214 215 fn* Q8 35 or* S C9 Lcl) ILN 21 _2 213 C/L CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 207.40 890.00 104.17 13-21106*1 C2 263.33, 1130.00, 132.26, 13-21 *06 " 216 217 218 219 220 221. 222 223 221 wa �j �o � �o °� oo � +ao,- � �� y' woo � n' c14 c� U-) -8 Pp s 211 210 M N.- U2 k tri cz, c3i Qr; ;�34 207 1� 205 209 208 206 '4204 OFESS/ON *4 K. 0 RICE 43130 Exp. 3-31-08 HORIZONTAL: 1"= 50' Ix VERTICAL: 1"= 5' 111 cl lk- F m 0 00 w OFCAL - 0) w co 0 c� M u') + + co og 0- u_ i� > to •00 Pri C-4 U) 7+ cq +RYA co 224 r-, *6 C.) 225 co 2 N-1 �- _3 ss 4'21 113.7v co o x I P/L 2 2d 202 1 + + 4-1 14- T -.4.0 m + (00 M . + 41113) u_lQ_ U- ui C-) U- m U- C-) ui U- m NOTE: PA Yt9A N4: >U WA Y EXISTING POWER POLES & LINES TO I BE RELOCATED/REPLACED BY OTHERS. 65 ......................................................................................................................... 765 _c"m Mc 0 CX cq- 0 co n M a FIII, 00 co co (D 0.. . Lo "t csi Lci_ -I + r__" ui (D + 4 r- + C.I Lo + -0- r*- to --d- f**- m uj It m U- 60 ......................................................... .U- LL_ Ll- NIII JL) ----------------------------------------- --------------------- am LLJ 760 M 55 ....... ..................................................................... ...................... ......... ...... ----- 755 45.81 I i .267.99 ON CURVE 29.91 s ON CURVE -ON CURVE EXISTING GROUND AT C/L 50 .................................................. .................... .............................. ..................... 750 45 .............. ................................................................... .... ............... 745 '0.24% -0.507, 40 ......................................................................................................................... 740 35 .......................................................................................................................... 735 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 NOR TH f Z 0 K INE PROFILE 65 ------------------------------------------------------------------------------------------------------------------------- 765 co 0 co T' 0 m cp 7 0 co Lo 0 0 0 co to co r_. Lq 't po 000o + * r + 00.4- + Ot + 4 h - - o + 0i- r-- + n -10. W 14- M co _j m 0 r"- C-) 60 U-a.: .......... U- CL LL ............................... LL- -0 --1'- 1 -------------- ------------------- --------- LL.. M ------- LLJ 760 m 0 ui 755 ........... 91.8-2� .... ....... 117W ......................................... 258.67'.O.N. CURVE . ............. ..... 32.92� ............... 755 ON CURVE ON CURVE ON CURVE . .......... - ------ :--- - EXISTING GROUND AT C/L r50............................................. ------- ---------------------------------------------------- --------------------- 750 -1-06%- ------ r45...................... -0.31% ................. ............................................ .................... 745 ...... -0.26% '0.27% -1.02% 0.52% r40 ......................................................................................................................... 740 r35 ......................................................................................................................... 735 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 SOUTH f Z 0 K INE PROFILE a� o W Qt O O Lu JOB No- - Of- f97 DWGNO,- Of- 187STP112 DA TF 05100007 DRA WN 9 K ADffl.IV C/ /, EMED 9 r. mffv SHEET OF f, F SHEET now CONSMXWON N07ES 1{� CONSTRUCT 5 CUR8 & GUTTER PER C. a 8. STD. DWG. Sr-1 W15. 0 WIDE DETACHED TYPE A SIDEWALK PER STD- DWG- ST-46' (UNLESS OTHERWISE NOTED) AND DRIVEWAY PER STD. DING. ST-7 �Q CONSTRUCT WHEELCUNR RAMP PER CAI rRANS STD. RSP A884 (ij6.j ADJUST ALL EXISTING UMHOLES, VALVE COVERS, ETC To RNISRED 6R4Df PER CITY STANDARDS CONST. 0.20' AC OVER 0.70' AB LOCAL STREET PAVEMENT SECTION PER GEOTECHNICAL ENGINEER'S A)" RECOMMENDATION (TI=5.0, R-VALUE=20) co W 7 LJJ Q6 A CO (/) ) + '�00 < 22 i3 C V_ + _r + HORIZONTAL 1 50' -0 :2 ONST. 4" AB OVER 90z + CN *= 0 COMPACTED WIVE TEMP. C-4 CL VERTICAL' 1 5 CL 8 7 TURNAROUND PER Doc Lj_ C_i + )0 W 1 •8 8 V_ m + + + -1 8 + -0 CL -f)(.42' SA- C4 C3 C6 1 C7 12 248.47' 14 4 R=28 C2 R=2 C51 1C9 15 CONST. TEMP. STREET 20' 13 �, BARRICADE WITH WJI(CA) & OM4-3 SIGNS PER MUTCD 10 2 06 C8 (16 PA 10* c 0 41V I I 10 zo 4 co 441 A Q,Q f-4% C-4 C4 W'\ 765 .............. (PHASE. 10 •11) ................................ 765 f*_ rl_ V_ N 00 ;z 3 + + + + + + V_ - tw) cq ce d - G� Ee- Ee 760 ............................. . l ........ :z 760 00 756 .................... ..... ................ ......... 755 87.86 109;85 ON CURVE- ON CURVE ....................... ................ ..... ... 750.. 750 i.0 1.05% EXISTING GROUND AT C/L -1.0 X 1.0.9X ........... 13.Z -0! 745 .13.7 0 ON CURVE ............... 745 URVE C) LLI ..................... ......................... 740 740 Q W 735. ................... ...... ............................ 735 1+00 +00 3+00 4+00 WES FL O H INE PROFILE 765 . . . . . . . . . . . . . . . . . . . . . . ........................... 765 4m CD cr) f P.- C4.4 ON V mot' (6 to + + 04 V_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 760. 760 m 755 ........: ..... . 2 1..................0 a -45.8 .... . .. §11A ... 755 a_ -.ON CUME ON CURVE EXIST NG GRDUNi AT C/L :z Uj 750 ....................... ...... ........................... 750 1% % ......... ................................. 745.. 745 740 ......................................................... 740 735 ....................................................... - 735 4 1+00 2+00 3+00 +00 EAST FL OKINE' PROFILE' CURVE TABLE ,CURVE I LENGTH I RADIUS ITANGENT-1 DELTA c1- 1 319-251 1.370.001 160..35F- tX21106 755 745 735 756 750 745 740 735 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C2 13.70 1. 35.00 6.94 22.25*35* C3 175.711 84.001 145.06 119'510110 C4 13.70 35.00 6.94 2725t35" C5 45.81 35.00 26.86 75'00 too* C6 13.70 35.00 6.94 22-25935a C7 219.70 84.00 311.89 149'51 #1 is C8 13.70 6.94 22!2535* C9 64.14 .35.00 35.00 45.61 105!001000 C10 314.59 1350.00 158-01 1 S21 #06m C11 323-91 1390.00 162.69 13'21'06* CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. 0. 8. STD, DWG. Sr- Ily ?'(� �� S S/',% INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.0.8. STD. DWG. Sr- 14 '? � tiW K. + INSTALL STREET N"E- SIGN PER C. 0. 8. STD. r- I T PROPOSED RIGHT OF- HA Y A 0 25 50 100 m -8" s- PROPOSED "ER e 1 CURW NUMBER RCE 43130ER m!!!1 Ex. 8" s- - EXISTING "ER 50' * Exp.3-31-08 0 "ER MANHOLE- 01V11. ® "ER CLEANOUr Or CA NJ , E-Alo 0i A10" C7 %MOO ................................................ 765 T- C4 (PHASE 10) N - f'q 0•• k.N Of M 00 + + + 04 CNI N 00 0:: cc wo 12 G� 628 wo ......... ................... .................................... ....................................................................... .....7 ....... .... 100*85! ........ .................................... ..................... 323-920 -ON -CURVE ........................................ ...- OR C- UWE 755 EXISTING GROUND- AT C/L ......... ... .. .................................. .................................................. .................... ..... 750 -0-56X JL -0.49X -0.51X -0.36X-J ---:0.41X ............................................................................................. ............. ............. 745 13.70 ON CURVE -0.5ox ig.91 .............................................................................................................................. �ON - MM-- ........... 740 ......................2+0� ............�+oo ............................�,��............�+oo ........................... ........................... 735 1+00 4+00 7+00 8+00 g+09'--��.'� NORTH FL 0KINE PROF/LE Al .................................................................. W-00 .............................................................. .............. 765 + + + + 4- V_ 00 8 . .............. ............................................................ .......................................... ...................a...760 . .........64.14" ...... .................................................... .....................314.59*ON CURVE..... ........ ................... ...... 755 - ON CURVE EXISTING GROUND -AT C/L .............. ......................... L-Z ................................ .................................................. ..... ...... 750 150% -nix -0.52X 74 Y"� ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . -H U N-SAKE R - ASSOCIAT�S 7_1 745 I R V I N E I N c .1 0. PLANNING ENGINEERING SURVEYING No. 84 6 0-0.52% J12612021 Three Hughes a Irvine, CA 92618 m PH: (949) 583-1010 ■ FX: (949) 583.0759 Lxp. 9/30/21- & APPROVED BY: Matthew D. Mohler, RCE 84,160 DATE -FOP &WSION OWARA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HUNS4 -A . . . . . . . . . . 2.92P .. . . . . . . . A JI . . . . . 3 KER & ASSOCIATES, IRVINE INC. -to 740 '11' N CURVE PA Z4 APPROVED 9Y.- Manpreet 1. Behl, RCE 89698 DATE CITY OF BAKERSFIELD CITY RECORDS NO. ............................................................. 1+00 2+00 3+00 4+00 5+00 ""6+OU 7+00, 735 SOUTH FL OKINE PROFILE' w p t' � Q N V) Li Li m o Uj ♦ a. vi %4 Q �- LU W 0- � ; La a JOB Na. of- 18.7 MGM: 0jf_fd,7Sr_P112 DATE ,OR4WNBY.- ADWJV CREMED 8 Y. YKV SWEr 12R LOF 14 SWErs PLOTTED BY: Tin Huynh DATE: May. 21, 2021 03:59:16 PM FILE: F:\0887\Eng1neenng\SA_TTM 7337\1mp_Street\SHT 12.dwg T Cj=TRUC7nV NOM� 1C r CONSTRUCT 6" CURB do GUTTER PER C. 0.8. STD. DWG. ST-1 W15.0' WIDE DETACHED TYPE SIDEWALK PER STD. DWG. ST-,6 ('UNLESS OTHERWISE NOTED) AND DRIVEWAY PER STD. DWG. ST- 7 Al 2�� GONS774U�T WHEELChG4lR ��P� PER �Cr4L�_.Ti'�41US 'STD. RSP ABSA..: �Typ•)...:�: �.....��.. �...M..�'A�.�w..• �w..�.�_:.�...:�._�...,��,.��_,�....�.... ��.. �3 AL7i/UST ALL EXiSTING MANHOLES., VALVE C01/ERS, ETC TO R/NISHED GRADE PER CITY STANDARDS ,,. �""w.oa, ,.r'"wy,.�.r^'°�o� /.,.'^xqb,. �«.+ragy._ ,-...+»Hea ,.,. ✓»e.,»we�.:.wer...: CF, /".+w��✓,..mty ,i,n,.»r+�ay_ 1..,,..^.mc. ,,.....rqs,. r._.vr��m ,,,..w.a, .,,...»x��...wp.._ ,..,,..»yos. ✓'^'fie. ✓,.w.a,. �,ms<„, j,,."rnr...zap� ,..:..v.� ✓".'x.,. ✓„^'q�..r.»»KY�.„„„ .,_.... Oq CONST. 0.20' AC OVER 0.70' AB LOCAL STREET PAVEMENT SECTION PER GEOTECHNICAL ENGINEER'S Ai) RECOMMENDATION 71=5.0 R-VALUE=20 >- >- 0 25 50 100 v la w N50' + 0. � No �ao _ . ,Ct Q. 9� ME 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.0.8. STD. DWG. Sr- 15 -<DINSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERW/SE NOTED) PER C. D° 8. STD. DWG. ST 14 + INSTALL STREET' NAME SIGN PER C.0.8. STD, T--1 --- as - -*- PROPOSED RIGHT-OF-WAY $" s- PROPOSED SEWER Ex. 8" S - - EXISTING SEWER 0 SEWER At4NHOLE a SEWER CLEANOUT FAO aQ N - .Q h. .. :� .N .©.. .. - (o 0) � . .� ; . . O 2. . '�' '�' - Shpp tt3 � M N t!� tT� - Q� N N 00 ty •�-► p� t . to � p o0 ° - to � t j � h � • 00 • "`�'M M _ '�' `' N t� CV M N 1`` M � N � N t : h ♦ h •�'0 h + r, „�. �.,. r. �.,,� - + i`� n t t� Nj- I `� ��• d' i - N N 1 P �-- N I 1� - - ♦ + U cz ' M +") N II to t0 t0 h ap ap 11 25 • .. .. ...................... ......... .. .. c ZL .. - - - ...:. .. .. _ .. .. • • .. ... _ .. _ .. ... .. .. - - - '4b3N•C1 - - - 377' 1 ON CU .. _ . GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C 1 41.61 35.00 23.66 6T06*43* C2 13.70 35.00 6.94 22'25'35" C3 165.62 84.00 126.83 112'57'54" C4 13.70 35.00 6.94 2725'35" C5 34.23 20.00 23.04 98.04'06" C6 28.62 20.00 17.38 81'58'46" C7 29.21 20.00 17.90 8X40'07" C8 33.77 20.00 22.50 96'44'38a CURVE C9 C10 C11 C12 C13 C14 C15 C16 ^ 4 t? GUTTER FLOWLINE CURVE TABLE LENGTH RADIUS TANGENT DELTA 29.91 20.00 18.55 85'41'580 33.43 20.00 22.12 95-46'01" 29.91 20.00 18.55 8641'58" 32.92 20.00 21.56 9f 18'02" 32.92 20.00 21.56 94' 18'02" 29.91 20.00 1 &55 85'41'58a 100.99 480.00 50.68 12'03' 17" HORIZONTAL: 1 of ' 50 329.85 I 520.00 I 170.68 I 36.20'37" VERTICAL: 1 "= 5' A A A /1'f V&n•f An -NA nA •--. .t- .r C L CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C 17 317.16 500.00 164.12 36.20'37'# C20 221.78 3000.00 110.94 4' 14'08" ..................., ::-" -Ulm . . CD •� h• Lij + +ws h ram• h - m �. . . . . . . . . . . . . . . . . . . C44- too Sri•• ` st• d' Qgp+F ESS/pN W K. y►0y �F oc RCE 43130 M * Exp. 3-31-08 e�v� OF CAL z a LLJ U ............. I' : N� CM _ � 8 4h • 11A -f •i _ ON ON - UN - c,c�� • ' 34:z3' - - = ___�_- CURVE CURVE cu - �.. --_ .. ,�- ,... CURVE ON CURVECURVE:- 29.91' : •�__,____ ...... ..�------ - ... w... ..............• - - ----�• ... . ... - O........ ...:�..`.'......__..---=... .. .: .. .. N CURVE.. ..... .. . ..... .. . ..... ....�.......0.511 • o 0 ..... . 0.3 0.309& 0.5 t. i 7 0.3395 �.9. 0 . ... _..._....- • - _ _ .2595 .. .._.. �.. 9.91 • - �� - : : : : --0. 5� P POSEO C4ACH 84SIN ON EU : Pf,�O ON CU PROPOS£!� DATL'H a4SIN . • . .. ,;•,,,,... . . .. . . ... .... .. .. ........ .. . .... .. .. ......... •1.g4�• ... . .. ........ .. . . • .. 29.21' . ......... . .. . .... ... .. .. - - - - : - - ►. . ........ .. ...... _ ... . . .... PGiSEU C4TCfi� f. 9�S/N ... ... . .. ..:... ....: ... ... : N CURVE< 3l "• �b �',�+.'��+ � `V''',,.� .$ '' �' �``,"' .3'+ � �f � `fir w' 0.26 - : .; HUNSAKER &-ASSQ�CIAT]�S = • - RAVPOSED C4TCll QAS/N ' � r' �� ....-- L• % ... 28.62-........... .........♦.............. ................. ... ............--•-:-......:..... f`{. 1 _.R._V•..1.:.N. .E.:�......I:..N...C... ...... ..... . - PLANNING ■ . ENGINEERING ■ - SURVEYING - - � G • -14 Y a, Via. Three Hughes ■ Irvine, CA 92618 ■ PH: (949) 583.1010 • Fk. (949) 583-0759 - • FOR REVISION A ONWARD • 3® • • • . . - • • . . . . . • . • . . • • . . . . • • • . . . . . . . • . . . . • • . . . . . • - . . . • • • • . . ♦ . • • • . . • . • • . . . • • . . . . • • • . . • • • . . . . . . • . • • . . . � u..•/<,+•�'uu:.+^'m....r'' �ymm..+'r w::✓� Rexvva•" w,a.✓...�^' .,.. ^',o...:''�»w'✓� �4.a,.,a..�'r� '^�wzw✓�beax..:+'`.�w,r '�www''� • _ 760 755 750 735 0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 +a0 +00 11+00 12+00 13+00 14+ Oa NORTH FLOKINE PROFILE .. cphM ' Q�`•� to .cV © - Al . ....................................................................._•...............................................__...............- ...._. _..........._....... M h b' C . . . . . . . . . . Q. . . . . . . . . ",►'�M N y y c> h ap 00 N Ea h ��i . U _ ... ......"` d e h + •h - rn` _ trrty' - W�p# ' + ♦ -�+ ♦' - �hV .- �' +N Ai C1�Q�' 12 . '... ... - - -.. .............................. .................._.............. ......................... ... .........._......... ...._- - - - W W _ :.. ...:..... 148:99' • ON' CU .... . 76:27'.... .. ....:.... ..:..... .. _ ..... ... .... . .... .. ... _ ON CURVE 82.819 ON CURVE- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-.t..�+'• . ---' :�+ y : : • _ : _ : : ~� .'� �- - - _0.3 -� : ,..;�•-•-- --"""". �-�-� _ - - - - -. .�� . _ mow. .p: 3: - . �.........r•- _ 0.249 .0.30% l0.28�: • - - - P.A'£p'.4TCtl //.V ON CURVE- 229 .. .......................................•...........w • • Pi!-STA = 5'�i�7.95- • - N . F... 60> P{tEZE'Y = 74247 # p991 ..................................................... .............................................................. PPRO D .Matthew .Mohler ' RCE 84160 DATE a.,� .. �Y...... Q........................... _ ......... _ ............... . t3.70 - HUNSAKER & ASSOCIATES, IRVINE INC. wm" aRwVAtA•- ON CURVE PV 8" -w M. - 50 V.C. • - : : A.R ar 213 - - - - - - APPRO D BY. Monpleet S. Behl, RCE 89698 DATE : 2245.... ............... ......... .. ... ................ ........ ... .......: .......:....... :.. _ ....: ..... .: .. ..:. ......:. .. .... :...... ` .... ..:....CITY -OF BAKERSFIELfl...... .:...... .:... .... :. - - - CITY RECORDS NO.. . 1+00 2+00 3+ + + + a0 4 00 5 00 6 00 .7+00 8+00 9+00 10+ 1 2+ 13+00 14+00 SOUTH FLOKINE PROFILE PLOTTED BY: Tin Huynh DATE: May. 21, 2021 •R 755 750 745 735 755 745 a 730 04:01:03 PM FILE: F:\0887\Engineering\SI_TfM 7337\Imp_Street\SHT 13.dwg r • JOBNa: 05-18.7 OlYONO.: Or>B7Sr-PH2 DATE 0�01�7 OR4WNBY AD1(1W CHfCKEDBY.• M/Q/ SHEET 13R OF 14 SHEET