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Home My WebLink About1.1-6121 Ph 1 Record DrawingREVIEWED BY.- TRAFFIC Y: TRAFFIC ENGINEER, CITY OF BAK REVIEWED BY: 7 A�SI�FANT PUBLIC N APPROVED BY: DIRECTOR PUBLIC WORKS DIRECTOR, CIN OF BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 (EXP. 1 /31/05) DATE 29�Q3 d" DATE PHASE 1 BAKERSFIELD, CALIFORNIA NOTICE M cfl W G 1660ST01 IN ACCORDANCE WITH THE CONDITIONS OF THE STING TENTATIVE MAP, THE DRAWN BY: LGH: IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC SCALE: AS NOTED; WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE M th W PRIVATELY MAINTAINED, EXCEPT ANY APPURTENANCES WITHIN BRIMHALL ROAD. BENCHMARK USED: MATERIALS LIST ESTIMATED QUANTITIES, NOT CHISELED "0" IN TOP OF CURB ON EAST SIDE OF ALLEN ROAD AT THE TO BE USED FOR BIDDING PURPOSES NORTHWEST CORNER OF LOT 11 OF TRACT No. 5489 PHASE "A" PER THE W STREETS SEWER AND STORM --DRAIN PLANS FOR SAID TRACT No. 5489 PHASE "A". a $ N o PUBLIC STREETS 2,198 LF ELEVATION = 364.08 (U.S.G.S. DATUM) 0.40' A.C./O.40' A.B. (Brimhall & Jenkins) 104,800 SF PRIVATE STREETS �C�.� 3,010 LF 0.20' A.C. A.B. (Private Streets) 114,315 SF BENCHMARK SET: 4" TYPE "C" CURB & GUTTER CURB TER 5,145 LF 2285 CHISELED " 0 " IN TOP OF CURB AT TIE SOUTHEAST RETURN (CENTERED) T" MEDIAN SURVEY MONUMENT w/ENCASEMENT LF 15 EA AT THE INTERSECTION OF BRIMHALL ROD AND JENKINS ROAD. STREET SIGNS STREET LIGHTS (5800 LUMEN) 10 EA 9 EA ELEVATION = 357.01 (U.S.G.S. DATUM) CROSS GUTTERS (12' WIDE) CATCH BASIN(S) 1 EA 3 EA CHRISTY GRATE(S) 2 EA HANDICAP RAMP(S) 8 EA TRAFFIC SIGNS 5 EA 4" THICK SIDEWALK 42,327 SF T.29S.,R26E. 27 zs SHEET No. INDEX 11 1 ® TITLE SHEET BRIMHALL ROAD ® DETAILS --GENERAL NOTES TRACT 6121 Q BRIMHALL ROAD g 34 & 35 a 36+46 . TO 49+00 ® BRIMHALL ROAD 0 X z 49+00 TO 58+79 JENKINS . ROADMASTERPIECE sTocr<DALE HIGHWAY ESTATES DR!VE © Da VINCI DRIVE T.30S.,R26E. Q MICHAELANGELO DRIVE ® MONET PLACE VAN GOGH WAY O9 BRIMHALL ROAD, MINITY MAP "INTERIM" SIGNING AND STRIPING PLAN N0 SCALE _ _ 10 BRIMHALL ROAD "ULTIMATE" SIGNING AND STRIPING PLAN PARCEL 2 PARCEL MAP 8392 I (� P.M. BK. 37, PG. 1 89 B_j I — AVENUE I i. i d PARCEL s C _ I PARCEL MAP 10753 I ( ( P.M. BK. 52, PG. 114 i I I i llI+ I --� T ,I t PHASE m — — PHASE "2 1 all 0 - RECORD DRAIN6NG p pAvc !I 6Y3 FRED W, PORTER, RICE 334 _T - T - r I l I I I i I i I l r r r r r 55 EXP. DATE J J :2xao �Q fn Z J oawo Zoa zmwW Qc0 00_U ZO 0 U OLw_ Zr OZ� mw20 woo m w V) woo m O O 0 F Z O Z o Q waZWO Li www 0::w000 \NEER * b/ � Wuj WO o w� co a w 0 wOZiN- JZ� 4p� d O i ��iiliYta-W O0z 5>-OmX00 W 3 ? cnmvi� WZp wUo� °Ga k$ -_ W X I= pmwz 1 0321 wwow zzS tan'�Fol'rj� OC�NU ZOWC-m�OQjE a0xg Ow0 Z W 3: .0 0 0aYJw w �r-- Z aou_ w m¢w w�o wV}0=W i''ZU� i''JW1-U� Zi5wS in TOU?O acnmw ITRACT' No. 5007 I 4E \, M. BK. 47, PG. 23 / /45 /f FALL RIVER PLACE 44 / 45 I/ 45 i 47 1 48 1 49 1 50 GRATE #2 ROAD Imp I � LE STREET LIGHT U SHEET INDEX NUMBER KEY MAPa- DIRECTION OF DRAINAGE 0 CONCRETE MONUMENT SCALE: 1'-200' cam } CATCH—BASIN w/NUMBER + PROPOSED STREET NAME SIGN 0 cj) z Q J ,- (L W F- (n W a W Z ON � �p W It CL F� M Q H F-0 � Wcrm ~ F— JOB No.: M cfl W G 1660ST01 DATE: 4/09/03 DRAWN BY: LGH: W MCD; SCALE: AS NOTED; SHEET 1 OF 10 SHEETS: M th W W a $ N o W tt� > ce cj) z Q J ,- (L W F- (n W a W Z ON � �p W It CL F� M Q H F-0 � Wcrm ~ F— JOB No.: 02-1660 M. FILE: 1660ST01 DATE: 4/09/03 DRAWN BY: LGH: CHECKED BY: MCD; SCALE: AS NOTED; SHEET 1 OF 10 SHEETS: CITY OF BAKERSFIELD STREET IMPROVEMENT NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS ANO STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION. 2. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. _ 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661) 326-3049. 5. SEWER LATERAL LOCATIONS TO BE STAMPED (S)INTO THE CURB FACE OVER EACH LATERAL. 6. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS -GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 7. ALL CONCRETE SHALL BE COMPOSED OF TYPE 11 CEMENT, MINIMUM CEMENT CONTENT OF 560 LBS./CU. YD., AND A MAXIMUM OF WATER/CEMENT RATIO OF 0.50. 8. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, a FROM BACK. 9. STANDARDS LISTED ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFlELD SUBDIVISION STANDARDS" ANO 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 /,3 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 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (UP OF GUTTER TO UP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% 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 UP OF GUTTER TO UP OF GUTTER. . 13.ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW UNES (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 9076 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 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. 'a. 18.ASPH T RE E APPU D TO NEW ASPHALT CONCRETE AL JUVENATING AGENT SHALL B E PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF 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 UMITED TO NORMAL WORKING HOURS: THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABILITY ARISING FOR THE SOLE NEGUGENCE OF THE OWNER OR THE ENGINEER. 20.PORTER-ROBERTSON ENGINEERING AND SURVEYING Inc. SHALL NOT BE RESPONSIBLE OR UABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. 21.COMPACTION TESTS SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE 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 UABIUTY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 23.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM CITY OF BAKERSFIELD BUILDING 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 RESPONSIBIUTY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 25.THE LOCATIONS OF EXISTING UTIUTIES AND UNDERGROUND PIPEUNES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTIUTIES AND UNDERGROUND PIPEUNES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UMU71ES AND PIPEUNES. THE CONTRACTOR SHALL CALL U.S.A. (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 26.IF THE CONTRACTOR IS IN DOUBT AS THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO HUNG HTS BID PRICE FOR THE PROJECT. 27.SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 28.NORMAL CONSTRUCTION STAKING WILL BE SUPPUED ONE TIME BY THE DEVELOPER. ALL RESTAKING WILL BE BACKCHARGEO TO THE CONTRACTOR. 29.AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBUC WORKS DEPARTMENT 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 WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. TESTING OF ASPHALT CONCRETE PAVING »» ASPHALT CONC SHALL B AND SHA CONFORM TO THE RETE. ASPHALT CONCRETE £TYPE B LL PROVISION TNS T CONCRETE" OF THE STANDARD SPEC FICA110NS DTH S EC110N 39, ASPHAL I AN SPECIAL PROVISIONS. A GR A R C TE SH F M TO TH I ENTS FOR EE- G EG TE FO TYPE B" ASPHALT CON RE ALL CON OR E REQU REM F URTHS 4 ADIN CIFl IN CTIO -2. 0 3 INCH MAXI UM MEDIUM GR AS SPE ED SE N 39 a S, M G, 02, AGGREGATE F CI CATIONS. , 0 THE STANDARD SPE FI C Y I RE IRE ENTS WHEN DIRECTED BY 1H AGGREGATE ONFORMTNG TO AN OF THE GRAD NG E ENGINEER QU a fs - A TO FACE IN SEC110N 39 2.0 GA OF THE ST NDARD SPECIFICATIONS SHALL 8E USED SU AGGRE lE 2. , INTERSECTIONS TAP AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE NG ERS AND OTHER , , CONSTRUCTED. a » H I HALT FAR ASP ALT CONCRETE TYPE HAVE A B TUMtNOUS BINDER OF PAVING GRADE ASP B SHALL VI 1 I TH N A HA NFORM TO 4000 SCOS TY R N THERWISE D RECIED @Y E ENGI EER NDS LL CO G AOE U LESS 0 a E R U FOR S - PA G T" I SECTION 2- TH EQ IREMENTS SHOWN IN THE TABLE TEAM REFINED VIN ASPHAL N a » .02 GR S CIFlCAITONS. 1 ADE OF THE STANDARD SPE , TOR TO CT TH NTRACTOR ALL P VIE TO THE ENG EER PR COMMENCING WORK THE PRONE ECO SH RO D ON , THE FOLLOWING INF ORMATION: A. ASPHALT SOU CE• THE AGGREGATE AND R 1 » » AG RE TE OF B. T GGREGA CONFORM TO SEC110N 39-2.02 G A OCUM TALION THA A TES , v EN , ONS 1 ND E I ALENT 1H SPECIFICATI MATER AL SIEVE ANALYSIS AND SA QU E STANDARD RESULTS SHOULD N OT BE OLDER THAN SIX 6 MONTHS. THE 0TH ER TEST ESULTS - ECIFICA ONS 1 I TI 39 2.02 AGGREGATE OF 1HE STANDARD SP RE RED N SEC ON , QU R THAN N 1 SH N T E OLDE O E YEAR. OULD 0 B 367. THE C. AN ETE MIX DESIGN DETERMINED BY CALIFORNIA TEST ASPHALT CONCR B IN UDED FOR LABORATORY TEST RESULTS ON WHICH THE DESIGN IS 8ASE0 SHALL E T CR A O M UIREMEN OF REVIEW. THE ASPHAL CON ETE MIX SHALL LS EET THE RE Q GA T NDAR IF TH 11 - 02 AGGRE TE" OF THE S A D SPECIFICATIONS SEC ON 39 2. AT A S THE SA E AS WHEN SU MI A SHOWS TH •ME MATER( LS ARE UBSTANIIALLY B TIED DAT THE DESIGN WAS PREPARE, THE DESIGN MAY BE UP TO THREE (3) YEARS . THE ASPHALT BIN ALL BE U A 0 E- A F NT 4.5% TO F VE DER IN THE CONCRETE SH FOR ND N H L PEACE AND EIGHT -TEN TH 1 Y. THS PERCENT 5.8 @ABED ON EWE GHT OF THE DRY AGGREGATE ONL THE ASPHALT TED SO T I O I S CONCRETE SHALL BE COMPAC THA THE VOD RA110 OF THE COMPLETE X 1 BETWEEN SIX PE N RCENT 6 N EIGHT PEACE T 8 A D PAVING JOINTS SHAD. IPE LOCATIONS. MATCH STR IF THE FINI E SH D SURFA ASPHALT CONCRETE DOES NOT M T 1H URFAC CE OF THE EE E SPECIFIED S TOLERAN I CE T SHA T THIN TOLER CE BY ETHER• S, LL BE BROUGH WM AN 1 A. A UI BRASIVE GRINDING WITH EQ PMENT UTILIZING OIAMON ES WITH FOG AL 0 BLAD ( COAT ON THE AREAS WHICH HA BEEN GROUND , B. T REMOV REPLACEMEN OR AL AND , C. P F LACING AN OVERLAY 0 ASPHALT CONCRETE. THE ME WILL SELEC D BY THE THOD BE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPEN . IF USED, THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING A OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. IF ABRASIVE GRINDING 1S USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED AS NECESSARY TO EXTEND THE AREA GROUND IN EACH LATERAL DIRECTION SO THAT THE LATERRAL UMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO THE NEAREST LANE UNE OR PAVEMENT EDGE, AND IN EACH LONGITUDINAL DIRECTION SO THAT THE GRINDING BEGINS AND ENDS AT ONES NORMAL TO THE PAVEMENT CENTERLINE, WITHIN ANY GROUND AREA. ALL GROUND AREAS SHALL'BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS IN SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. WHERE THE COMPACTED THICKNESS IS 0.15 FOOT OR LESS, HALF WIDTH SURFACING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH DAYS WORK, THE DISTANCE BETWEEN THE ENDS OF ADJACENT SURFACED LANES SHALL NOT BE GREATER THAN CAN BE COMPLETED IN THE FOLLOWING DAY OF NORMAL SURFACING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE, HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE (REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS 1S MORE THAN 0.15 FOOT, THE CONTRACTOR SHALL SCHEDULE HIS PAVING OPERATIONS SUCH THAT EACH LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF A TRAVELED WAY EACH WORK SHIFT. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF THE LAYERS OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN TEN (10) FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE AND ALONG THE EXPOSED LONGITUDINAL EDGES BETWEEN ADJACENT LANES. HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORM FEATHERS TO FACIUTATE THE REMOVAL OF THE FEATHERS WHEN PAVING OPERATIONS RESUME. 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 EXISTING PAVEMENT SURFACES BEYOND THE UMITS OF CONSTRUCTION. A PRIME COAT WILL NOT BE REQUIRED ON SUBGRADE PRIOR TO PLACEMENT OF ASPHALT CONCRETE. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. AT ROAD CONNECTIONS AND PRIVATE DRIVES, SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, ADDITIONAL ASPHALT CONCRETE SURFACING MATERIAL SHALL BE PLACED AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE COMPACTION AFTER ROLLING SHALL BE NINETY-FIVE PERCENT (9516) OF THE DENSITY OBTAINED WITH THE CALIFORNIA KNEADING COMPACTOR PER CALIFORNIA TEST 304. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B. ABOVE SHALL BE USED. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS BELOW NINETY-FIVE PERCENT (95%), BUT ABOVE NINETY�TWO AND NINE -TENTHS PERCENT (92.911j. THE CONTRACTOR WILL 8E ADVISED THAT HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS, OR PROCEDURES, OR BOTH, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF THE TESTS RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS LESS THAN NINETY-THREE PERCENT (93X). THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED. 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE @ (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. 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 TN ACCORDANCE NTH 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: A. A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CAUFORNIA 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 EXTS•ITNG PAVEMENT SHALL BE SAW CUT. 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 PUBUC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. jai 5�y`ir. :. d1:',:. - %' r r ,, ci5 ;: .2.. ;v<; '.i ra . .::: t:: ,, rt :t: ::: 7" G :'° . r5 r. L.. t.. .. r: . ?::::: ;. kt^ �' 1 ' 1. l: 't.' `Y,: 4 a:P.. E (._ %:.: t a ct:'; ..4":"; `' 'Ras"�,...> j, < . /, y ,;. :tic. moi: 6ri_:. . q, Y. y:i Y ,tt . 2r. j: t}Yi - ...... ,9 p �J' Y' f- ±1.• j,;12: �^, rid::: �'. )i'1.' . ;.gFn: .(�c...n. . ;{. x, .:t. i tt, ;.: :z r; :�: :: }.i n e; y� h 4.`. y'J, n.. , a � >7-a:' S ma�yy' „�, - n w' i:� y' "k {,z. a•. 1£iY', Y'j:2 W,� S,d ,: .qa tl ' v: •. _ �' �,` ,h{' ails. ; , :.3 %ti ptftip,; '} "". i� t' `';` Orn. "s: %`)`>'ei)j.`t ''.�:`''f ,.: ,`:. '...:,. iso:.. ,�3r?' "'i:' 5`• „}''- :z . l"z •tn: •x. S •::r. .t5.i7 Y,), M y '.r ':l:" \ Vit. f<. { L :t; <' ;,z:. .<ytt .h :t,: :u ::il:, ,KS VN K.. :,,::: A, y ,,Nj�[�. jy� �y, .Y..a ^:Sr. �[ i> J. :_.f;' ilii t ')p'. to � }.:' a()9,. q y^i :a M %? m C 1'i''' v "�r'.. k:; . r 4 5 :.a 4 r< Y'•d�ii J S,'L i K'.: M. ..t . ir:'::.. } .ir'I ;:.J.;: 'Laza`: •. r:cri' ry ': �.f d'.'' .,. jx r,., -�. �• :�r I Ai 3 �T[47 ::t•". y .. `:h a' ks:. Jr :.rc •rtx, .;C .i,. ''rr SY ., r: :: .•..'<; :,,;.�... .. ,: it .. L :, fe ti S q,T.,; Tt ;. 't�'� � x o<h •e.,,,es.£mdaiii� 7 h r"= 1 ;, »:.- a, :,'S 'y�'. ;•; :': p.�iv '.nS :`� ?,/ - x „¢: <: >i' 'fx:' Sy.: .4;:i '. y^':.' :S :s.: :.. -..� _ .". <z g:;'1 f•` 4:" y f." '- :,> :7'. /:; :,, a< i` { 'c' '. .,�>.' ' ��4. '-, �: } 1 < �+ F yy 11 :.... Q� C/TY SID. NO. r �' Jk� T , i� W' �: 5 :! �, ,�.. .... - ,-, I . v ^.i.6 5. - t�b. :.0 u : , a , �- .- ,, q �s - w ': 1 5 :2 t by x :, . w' W s E , S -4f .° t 5. .' :t B {. I �,�N S-5 , :. , . E ® ST -6 R4kE41ENT PATCHES; 6 ST -/7 @ 5.>. .9 C • 1��s1t7r��r ❑ '!9 �: �: less s. ,,"9. r %� d .•�� r v,.., :„ �.:y� r [gY�;� C f..,. ® �,. gg �e 6' �}„ :�i^ ::. r „3I&Rf�< S7 ,i'E ,r SEC770NS rc a S' ;o 9. PAVING JOINTS SHALL MATCH STRIPE 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 HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE 1S 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 PUBUC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACIUTATE 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 PUBUC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 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 N011FIED 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 RELA71VE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 961:, 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 S. 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" SHALL BE USED. NISHED SURFA E OF THE 17. IF THE FI C ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, 1T 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 CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'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 UMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE UNE 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 CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE 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." .`t:' ;.y 9 Yj,! 7': r, `. i�F `t'� �I • � 2li ^t. A . �E', � .. :'SA:: yy •M y �" t N {, / 9 i• if.' '' yy, �yyj�yyy +r y a": ,Y' +fi ,\' Y' ::•`i�'r �1' t`, i;'�r, syf,, g . Rl � may. ..1� 9 FYI (,'':.. ,,•'.�'.,J Yy�< f �Ws7„N TfAirA :,s �Vi' - .J �'xyr: ,'tV . V F: l;'Y Ste" :VV w�+t z t •:\i F :'.ice.,.,. r ..�' .eta,` t r, <.: t:i ^: '::i �'. is% {y�yy p �' j + v , R ¢y. x . r• ,rt}t, T7^ � �5, 5,£.5 :t v �, y��}y�,�/W:�r,y� gd�• y:r;;.: ] �� ` ff:r ��f j� y ::1J., �'YxS,v s Sf 6yr � IMA' tY �` j J! �x:. •�:t ;t C �). cif `fi�i� < �:j;,> -s'i:. ;'rejefstl'�C�ek sr. :• ,a. Vii': II& . , •f t. n tz St},: r vF":,c _ •7t: , 1' ti4 ' It Y �.p ,Y M y:, Ii! 95p ,:'� t'l , a#' ,y' , y x: s.: t: J' "s • �¢ G4 :, Sy : p';'. .s•n . mrY,. i E. :C, i;F:� �:•� t �... °•:�ilt�"� ails' �� q �'�.:' �. ;" ,.: .. Imo` ��!�,.. ��: A�t� �. �. �f�r�� ';:`'�; PRIVATELY OWNED AND MAINTAINED CATCH BASINS ONLY THE FGYLOlHNC C/TY Gig BAKER.SF/£LO STANDARD OR.4ld�NCS SH•4LL BE CG3�VS✓DEREO .4 PARI �' lh�£SE PLAN, �CG6Vi7?ACTl.�P TO OBIA/N LATEST EO/TlGYV 1i�EREA�j "CHRISTY U36" CATCH -BASIN • - / SECTION A --A c G��EER <# b d• vNi � M Ih S �C � 3 � > U DRAlN,�GRA_TE �T„�IL SCALE: 1 "= 2' .^ W TEMPORARY DRAINAGE AND I �h�� W TURNAROUND EASEMENT TO THE CJTY OF BAKERSFJELD I Q TO BE DEDICATED BY SEPERATE INSTRUMENT. 217• i �� z O Cn Q. LOLL TOP-R/W JTTER I --- - -.. _ _ _ _ _ I GRADE TO DRAIN 70 SUMP �l I i G �. -r -.. 100 f �� V "': ate. /' �� I _ Y _ "Y` - I Y`- -� 1 I I - \ I �� ,.,� � tea. I - I I �. I I I I I BOTT • OM 3 5 5 .9 I �... SIDE - ............. St_OPE S 5.i O I �' - I 90 65 - �1.) >- I EL NGEL 0 APACITY•-8 50 •-'•� _ 062 C.F. I I I• RE D CAP - I Q AClTY 7 754 C.F. � DRI V E I I � t ti� I I t , I 1 � r - L_.. t __ I w �I _ _ _ I � r •s 9 GRADE 11 R 0 D AIN TO SUM I P - I I I , > 210 I O I I ^� Z - i I W F- O W Ur7 1 C1. C/TY SID. NO. OESCR1,01/O/V ® S-/ CURB ANO GUTTER �T)'RE :4 " B"ANO "C% ❑ S-2 COr11i &R_ C1XZ ,0,f1 £6Y•9Y ® S -,.I S1401_ .9LN ® S -4f Rzs-1,OENCE ,o,?12-w,w ® S-5 HOUSE NU41BER ,4roR CURBS ® ST -6 R4kE41ENT PATCHES; ® ST -/7 CROSS-a/TTERS 4 ❑ S-/8 26 /NCH PART CIRCLE CUL !/ERT ❑ S-25 STREET SREC11-X41/ONS ® 5-26 S7 ,i'E ,r SEC770NS ® S -26A S7h'EET SECTIONS ❑ S-27 STREET CROSS SECT/ONS ❑ S-28 ALLEY CROSS SECTION ® S-29 SUII'l�EY410N//rl1ENT ® S-3/ *'�SIREET L/GHT, illll,9ST .4,61 TIRE ® S-,�3 CUL DE -SACS ® S -34f STREET !(,NUC!(LE "CHRISTY U36" CATCH -BASIN • - / SECTION A --A c G��EER <# b d• vNi � M Ih S �C � 3 � > U DRAlN,�GRA_TE �T„�IL SCALE: 1 "= 2' .^ W TEMPORARY DRAINAGE AND I �h�� W TURNAROUND EASEMENT TO THE CJTY OF BAKERSFJELD I Q TO BE DEDICATED BY SEPERATE INSTRUMENT. 217• i �� z O Cn Q. LOLL TOP-R/W JTTER I --- - -.. _ _ _ _ _ I GRADE TO DRAIN 70 SUMP �l I i G �. -r -.. 100 f �� V "': ate. /' �� I _ Y _ "Y` - I Y`- -� 1 I I - \ I �� ,.,� � tea. I - I I �. I I I I I BOTT • OM 3 5 5 .9 I �... SIDE - ............. St_OPE S 5.i O I �' - I 90 65 - �1.) >- I EL NGEL 0 APACITY•-8 50 •-'•� _ 062 C.F. I I I• RE D CAP - I Q AClTY 7 754 C.F. � DRI V E I I � t ti� I I t , I 1 � r - L_.. t __ I w �I _ _ _ I � r •s 9 GRADE 11 R 0 D AIN TO SUM I P - I I I , > 210 I O I I ^� Z - i I W F- O W Ur7 1 C1. C/TY STD. NO. OE7srR/!�T/ON ® ST -/7 #fPZ- 0?0SS-GUTlZF' ® S-36 AVEO/.9N 6V,?,&S (',r? 'E ill; Ze-/ 4* ANO W-2% ® S -w> f/.9N0/CAP i WIRS ❑ S-42 /O/?1PATE STREET GATES ❑ S -4.y 1 Z1_ Z1SE CONTA/NEl� RAO ® S-40 STREET S/GN, POST TJRE ❑ S-37 054,101? COLLEC,ralf Th'ANS/T/ON ❑ S-/5 S/OEIXAL!( UNOEROR4 ❑ S-9 O/.4101IGE BAS/N ® S -/Z C.9TCh- B.4S/N, TYPE :4 " ❑ S-/•� CATCH -BASIN, Tl�'E :4-/" ❑ S-7 41ANHOLE, TYRE :4 " W1W OROR CONNECTION ® S-8 fif,44 ES & COkFR FO,f �11,4NHOLES & GYEANOUTS ® S1-22 TRENCH 940KRLL AND COd1RACTION REQUIRE31ENTS % 3 4 7eApFlc, STG,.tAL. )-ireecopikl c.•r "CHRISTY U36" CATCH -BASIN • - / SECTION A --A c G��EER <# b d• vNi � M Ih S �C � 3 � > U DRAlN,�GRA_TE �T„�IL SCALE: 1 "= 2' .^ W TEMPORARY DRAINAGE AND I �h�� W TURNAROUND EASEMENT TO THE CJTY OF BAKERSFJELD I Q TO BE DEDICATED BY SEPERATE INSTRUMENT. 217• i �� z O Cn Q. LOLL TOP-R/W JTTER I --- - -.. _ _ _ _ _ I GRADE TO DRAIN 70 SUMP �l I i G �. -r -.. 100 f �� V "': ate. /' �� I _ Y _ "Y` - I Y`- -� 1 I I - \ I �� ,.,� � tea. I - I I �. I I I I I BOTT • OM 3 5 5 .9 I �... SIDE - ............. St_OPE S 5.i O I �' - I 90 65 - �1.) >- I EL NGEL 0 APACITY•-8 50 •-'•� _ 062 C.F. I I I• RE D CAP - I Q AClTY 7 754 C.F. � DRI V E I I � t ti� I I t , I 1 � r - L_.. t __ I w �I _ _ _ I � r •s 9 GRADE 11 R 0 D AIN TO SUM I P - I I I , > 210 I O I I ^� Z - i I W F- O W Ur7 1 C1. I DWG NO•. 1660ST02; DATE: 4 09 03 tf� X Y a > MCD SCA LE. � V1_,&lrGLASS STREET LIGHTS NOT ALLO#EO w 00 ted' M O a. + M W V t �� J r 0 CG a o R=1 /2" 6" 1 1 /2," d � .- 0 % 1 1/a x 1 1 2" ANGLE IRON WITH `:. w t� � ANCHOR BOLTS ALL AROUND OPENING .-� - PARKING SURFACE rt :: •....: , c:, a forruuauruuatu •:::::uruuuuYsru•uq � *-,".:.' ., SLOPE VARIES CURS AND GUTTER :::::-- r! _ �.uuuuauu aur uaa `- . � c =•' `" y rur aau :■ar! FLOWLINE as\laatYYrY\\t•■Yfr• •• A 2" "' "CHRISTY U36 -HT GRATE" » DEPTH VARIES N. •S• (SEE PLAN) "CHRISTY U36" CATCH -BASIN • - / SECTION A --A c G��EER <# b d• vNi � M Ih S �C � 3 � > U DRAlN,�GRA_TE �T„�IL SCALE: 1 "= 2' .^ W TEMPORARY DRAINAGE AND I �h�� W TURNAROUND EASEMENT TO THE CJTY OF BAKERSFJELD I Q TO BE DEDICATED BY SEPERATE INSTRUMENT. 217• i �� z O Cn Q. LOLL TOP-R/W JTTER I --- - -.. _ _ _ _ _ I GRADE TO DRAIN 70 SUMP �l I i G �. -r -.. 100 f �� V "': ate. /' �� I _ Y _ "Y` - I Y`- -� 1 I I - \ I �� ,.,� � tea. I - I I �. I I I I I BOTT • OM 3 5 5 .9 I �... SIDE - ............. St_OPE S 5.i O I �' - I 90 65 - �1.) >- I EL NGEL 0 APACITY•-8 50 •-'•� _ 062 C.F. I I I• RE D CAP - I Q AClTY 7 754 C.F. � DRI V E I I � t ti� I I t , I 1 � r - L_.. t __ I w �I _ _ _ I � r •s 9 GRADE 11 R 0 D AIN TO SUM I P - I I I , > 210 I O I I ^� Z - i I W F- O W Ur7 1 C1. tD 0 02-1660 DWG NO•. 1660ST02; DATE: 4 09 03 tf� X Y CHE CKED BY MCD SCA LE. A S NOTED w 00 ted' M a. + M W V t �� r CG W 1-- d � + w t� � rt a forruuauruuatu •:::::uruuuuYsru•uq � !• -:i::i:::::J a■Yr■ :::::-- r! _ �.uuuuauu aur uaa uuuoor :::� _ ��autuau! t taY•t. ytlttataaY rur aau :■ar! as\laatYYrY\\t•■Yfr• •• tD 0 02-1660 DWG NO•. 1660ST02; DATE: 4 09 03 tf� X w 1"' � CHE CKED BY MCD SCA LE. A S NOTED w 00 ted' M M W V CG W 1-- d � t/1 O w t� � z � J W � T O t-�z Z Q J W = Q � N W � QC� J W �' � JOB No.. 02-1660 DWG NO•. 1660ST02; DATE: 4 09 03 DRA WN BY. LGH CHE CKED BY MCD SCA LE. A S NOTED SH EET 2 OF 10 SHEETS 1�(--TILT I-�' T� l • 1 k ' T Lar. CONSTRUCTION NOTES 39+16.11 O1 CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PERC.O.B. STD. DWG. S-1. WITH 4.5' WIDE O COMBINATION SIDEWALK PER C.O.B. STD. DWG. S-3. + �2 CONSTRUCT 6" TYPE "B" CURB & GUTTER PER C.O.B. STD. SIDEWALK PER C.O.B. STD. DWG. S-3. (UNLESS OTHERWISE WG. S-1. WITH 4.5' WIDE COMBINATION R/W & BC N OTED) O CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. c -36. GCONSTRUCT 4 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. -35. (CONTRACTOR SHALL COMPACT �5 6" CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF 1 CONSTRUCT CHRISTY EITHER SIDE TO 95% MAX. DENSITY) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. GRATE PER DETAIL ON SHEET 2 (ORA PROVED EQUAL) �6 CONSTRUCT 6" CONCRETE CURB PER DETAIL ON SHEET 2. 40+06.11 �7 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. 12. ® CONSTRUCT HANDICAP RAMP PER C.O.B. STD, DWG. S-41. 40+26.11 ® RELOCATE EXISTING SIGN AS SHOWN. 40+36.11 10 ADJUST TO GRADE MANHOLE LIDS, CLEANOUTS, VAULTS ETC. ' if, 1-- z UJ Z O (_n .W� W W ® PROPOSED PAVEMENT PER THESE PLANS 39+16.11 PROPOSED PAVEMENT PER BRIMHALL ROAD IMPROVEMENT PLANS, PREPARED BY L PORTER -ROBERTSON ENGINEERING. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S-29 + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. S-40. {=>- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) R/W & BC LT. --r---.-_._.. PROPOSED RIGHT-OF-WAY AND BACK OF CURB -I'S- - PROPOSED SEWER - - -PD- - - PROPOSED STORM DRAIN - -EX. EP- - EXISTING EDGE OF PAVEMENT - - -TS-,- TRAFFIC SIGNAL CONDUIT ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. SEE TAPER TABLE "A"J w' M }- cc NOTE: BRIMHALL ROAD IMPROVEMENTS TO BE CONSTRUCTED WITH PHASE ONE. Zf J_Z F C/L R rn VARIES «« PROPOSED 6' HIGH vai w 55' TO 70' BLOCK WALL VARIES VARIES 48 TO 64 6 TO 7 I '«� LANDSCAPE EASEMENT EX. E.P, VAR. �s Mi (WID7H VARIES) 11 t !s�sE a.6•�i jle MIN. SAWCUT TO NEAT. 6" TYPE "B" CURB & GUTTER VERTICAL FACE OR ,rj W/ 5.5' WIDE SIDEWALK AS DIRECTED BY CITY ENGINEER. COMPACT UNDER CURB, GRADE LINE GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% SEE PLAN VIEW FOR MAX. DENSITY. STRUCTURAL SECTION « SEE C.O.B. STD. DWG. S-27 FOR SLOPE PARAMETERS BRIMHALL ROAD a _-'__. w. •• a STATION OFFSET FROM Ck. CONSTRUCTION TO CURB & GUTTER FLOWLINE 39+16.11 64.00 LT. 39+26.11 63.84 LT. 39+36.11 63.37 LT. 39+46.11 62.59 LT. 39+56.111 61.50 LT. 39+66.11 60.25 LT. 39+76.11 59.00 LT. 39+86.11 57.75 LT. 39+96.11 56.50 LT. 40+06.11 55.41 LT. 40+16.11 54.62 LT. 40+26.11 54.16 LT. 40+36.11 54.00 LT. (/) W Lu 4 w i- wWw W > f= a: ��W w 0 M - N m v ,7 M CD M V' Z -F• N N Z N co + tyQ^/, �� 'I' (O M co Z + (� t0 cM0• M M CO 3 I + m w d v w + ± �� 00 00 Il II W I I �' + 7 8 9 10 IOW w 3 2 1 I 38 1I f f f i ami I I (/) A I B 10' 20' 20' 20' 10' 23 METRO /� I\..IQ.. 13- tt` ,j\ i i I I R1 "STOP" SIGN -'• I l i ii�5a,6 F� �S 8 TYP R/W 1 i i I I -10 10 EX. FIRE f PROPOSED 6" BLOCK WALL! ( I HYD. Ii it. ::::.:I .:::::::::.:. - - - - - - - - - - - -- - R/W f i LL i 9.5' WALL AND METRO" ��NEER ::::::... ::::.:::: I I L.S. EASEMENT � ..::: .:::.i. ,r. _ .:: � ..::: I 8 TYP ----= =EX 10" W=-=-= �::::::niri•:::....�_ :.:.: ::. - - - - - --- I PR VA �� PUBLIC =Q�,<<v� 1.;::... 6 ^ PUBLIC PRIVA E O `t ( i .. 82620 ..... ..................... . W/5.5' WIDE La- cD LL O WOMBINATION S GJ LL I :: ::::::::::::::: .......:.::.4v........:. ........ :....:....:::.:.:::.::. d d x :::::::::::::: rs••:•:::i ::•:.....:... � ........... :37.:::: v' LTJ ..i_ .. ....... .... .. ... ....... .:... . � e �:.:::::�; q...�:�•:::::: �'�:::::---I--- - ,-- p 321 co .:::::.�........1 0 9 -- - 1 to ; ham' N g�' �� - - - - - 0 - - - - -EX 18" S----- I.:: sr.`::::;:.: ? .:::::: =::� c, �,h� �,� �• SAWCUT LINE �� a F ��vQ`� PROPOSED SAWCUT LINE'Fe Q �o �`'� W v I . ::::::.:. ::::.:.::::�= lP=====____------------�--- -_---- �-------- -- �'�� "'�G �`'� h�' 0.5' SOUTH OF �' `` �e�� I ........................... -----------__------------------------------------- --------___�--------------------� M� try W .......................�� --- ---- -------------------------------____ ------ E. AD J I.......................rte--------- --- ------ ^� v NORTH P.) h� h°j J= -- ------------- •,� �.____-________________________________________________________Ms_-____--------------ms's ----- Q(n ...........------------------------------------------ GAS PIPELINE MARKER -t "METRO" =W I' r1/ iir Q EXISTING MEDIAN-------------------------------------------------------------------------------------- __ X EXISTING MEDIAN LLJ FRONTAGE ROAD m W II I ii I I W W I n I u1 I Q Q �; �� ; I ► 1 f 11. I II 1; I 4 i J CURVE TABLE CURVE LENGTH RADIUS ANGEN DELTA C1 47.12 1 30.00 30.00 190.00,000 C2 47.05 30.00 29.92 1 ag,5i,17" S SH T 9 FOR DIAN AND TRIPING D SIGN �04 ' D_ w N CA w D 70 m o a N In � Q O^0 . 0 36 . ¢ M 360...... +. .h M 1111 . . . . . . . . . . 0. . M .M .Z M. M o. m w a N' N ....... ' ........:.. :... m• rn 358: . . . : . . . .% M ' +0.20%' -0.00% +0.07 +0.02Ye -0.65% T _ -- :---- - +0.207 - : : +Q.07%o . . . . 80' V.C. TOP OF PA (iEmair pROFIL,E• • ' ' ' ' • ' ' (MEDIAN SOUTH S/DE) : : : , 356 ...:...:......:... ........................ ...... .................. N > csinXM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �01 �x fl rnQ o0 354:...:...:. +�+t +�> ....... ............ 37+00 38+00 39+00 40+00 Dniiviri/mu.L. MUAU CONSTRUCT 0.40' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.20' NAT. GRD. COMPACTED TO 95% MAX. DENSITY . . . . . . . . . . . . . . . . . . . . , . TOP OF PA IiEMENT : . . . . . . (MED/AN -NOR7%I . . . . . . . . . . +O.T7% . : --� +0.14% _...._:..� - •_- • X0.21% . 41+00 42+00 43+00 44+00 45+00 PROPOSED MEDIAN PROFILE M c0 ROF/LE IDE)•. ........ ...... +0_147* w, 0- 46+00 _ 46+00 47+00 VQ_' Wllo L .� Q In O + + �.................... +0.15% O.P4$' -- - -. +0:167& -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' ......... 360 . 358 x:...:...:356 . . . . . . ol. . . . . . . . :. :...:...:...:......:.. ... :-..:354 48+00 49+00 50+00 47.12' 47.12' M ao w ^ U M U rn f-cp 0) §.) r` a r- m � CV v- M ^ M ON CURVE _j ��ON CURVE U d' U > tC > si• � d' �!' N > d• W � W O m^ W 0 m W 0- w p cCi cD cfl W ca n (6 n- U h C 1 d- () coM opo '`� r- M M Q' M M M M tQ- ,` i EXISRNG GROUND PROFILE ►'� R 2 `�°• `� o 0 Ki cli OR 11 ac II II } }'' ATNORTHFLOWLIN£ z1n r,- Lo m,: W� m� wo6 c; 06 + + +00o Via+ m m � (n �M �M "� r� wM to �Lo '� 360........... �, r GI M Z o EX/STING GROUND PROFILE Q Q zd ... ..... . ..........A.T. C,ENTE,R�/N�" .. ... + i tr W w z _............. n -� :+ W a::cL ____ :=-------------.-_�--- ...... W 360 . . . . . _i -.--.--.- :---------_----------- --- - W ...... .... ......= --_ - �..:.. . +358: . . . _ W .-.-_ to �.. . . . . . . . . . . . J. . . . . . . . . . . . . . . . . . • +0.20% -o.2az :..... �4•�, +o.zo%.........:...:...: 358 . . . . . . . . . . . . . . . . . . +0:20% -0$s�' .20� +0:209:...:...:...:...:...:...:...:...............:.......................:..................... 356 ....:...:...........:.......:.......:+..................:...:...:...:...:...:...:...:...:...:...:...:... :...:...:.. : :...:...:...;...: 37+00 38+00 39+00 40+QO 41 +00 42+00 43+00 ...44+00...........45+00 ........................ .................... .:...:...:...:...:.. . :...:...:...:356 • NORTH FLOWLINE PROFILE 46+00 47+00 48+00 49+00 50+00 ,•. ,M.r .Nu.v.. mom.w,� x� �,>,�� ti .W.. ..,,., ,..��rs_.. m„ _.,m_,._. --- COce to .� i 660ST03 DATE: - 4/09/03 DRAWN BY: LGH 04 MCD SCALE: AS NOTED SHEET 3 OF 10 SHEETS pe) LAJ /1 co0 Q L1 ci. UJI uj w co 0 1 ' 1w • M . ■rruuv rr Rro�-^•,ruuu• rr rrr orr• M r( irrr'rrJi'r.:r N ::::: RRr: w U ... ..r.N ....« ...•.�: �rRrRrrrrR �.. ruogruru••r. :: .. or •ii .Grr-iiiu.0 i . .r Rrr.u:rrrrruur:or• •:i •• COce to DWG FILE: i 660ST03 DATE: - 4/09/03 DRAWN BY: LGH CHECKED BY: MCD SCALE: AS NOTED SHEET 3 OF 10 SHEETS pe) LAJ co Q L1 ci. w co ' 1w M M w U Ckf � 1 oN Lai JOB No.: 02-1660 DWG FILE: i 660ST03 DATE: - 4/09/03 DRAWN BY: LGH CHECKED BY: MCD SCALE: AS NOTED SHEET 3 OF 10 SHEETS ` PROPOSED PAVEMENT PER THESE PLANS - PHASE ONE ��- :�,rf PROPOSED PAVEMENT PER THESE PLANS - PHASE TWO (FUTURE) © C. PROPOSED PAVEMENT PER BRIMHALL ROAD IMPROVEMENT PLANS, PREPARED BY PORTER -ROBERTSON ENGINEERING. , C N N ER C.O.B. STD. DWG. S-29 111'1 I 7' 1s' -}- INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. S -40....___.....- -Q- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) EXISTING AC '�/ ` /-R/w & BC PROPOSED RIGHT-OF-WAY AND BACK OF CURB NATURAL GROUND GRADE LINE - -Ps- - PROPOSED SEWER SEE PLAN VIEW FOR STRUCTURAL SECTION - - -PD- - - PROPOSED STORM DRAIN --EX. EP- - EXISTING EDGE OF PAVEMENT - 1 --7s-- TRAFFIC SIGNAL CONDUIT ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. SEE TAPER TABLE "A"� J W J O O ~ O N Q �r M J� �w © n R/W .. ` ( PROPOSED 6' HIGH BLOCK WALL (FUTURE) VAR FUTURE VARIES «._ LANDSCAPE EASEMENT 6 TO 7�. I I (Wi07) --}=•.- #i 3 i. 1 I _ -�� 6� MqX _ 1 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK (FUTURE) COMPACT UNDER CURB, GUTTER .AND SIDEWALK MAX DENSITY. (FUTURE) • SEE C.O.B. STD. DWG, S-27 FOR SLOPE PARA#dETERS BRIMHALL ROAD D + Z 4 CURVE TABLE CURVELENGTH RADIUS ITANGENJ DELTA C1 1 47.12 1 30.00 1 30.00 1 90'00'00" C2 1 47,05 1 30.00 1 29.92 1 89-1 TAPER TABLE "A" STATION OFFSET FROM V_ CONSTRUCTION TO CURB & GUTTER FLOWLINE 39+16.11 CONSTRUCTION NOTES LT. 39+26.11 63:84 CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PER C O.B. STD. DWG. S-1. WITH 4.5' WIDE 63.371 COMBINATION SIDEWALK PER C.O.B. STD. DWG. S-3. 39+46.11 62,59 LT. CONSTRUCT 6" TYPE "B" CURB & GUTTER PER C.O.B. STD. DWG. SIDEWALK PER C.O.B. STD. DWG. S-3. (UNLESS- OTHERWISE N(TED) S-1. WITH 4.5' WIDE COMBINATION �3 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. S-36. LT. 39+76.11 59.00 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S 35. (CONTRACTOR SHALL COMPACT LT. 6 CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' CONSTRUCT CHRISTY GRATE E47HER SIRE TO 95X MAX. DENSITY) �! PER DETAIL ON SHEET 2 (OR APF ROVED EQUAL) LT. 40+16.11 CONSTRUCT 6" CONCRETE CURB PER DETAIL ON SHEET 2. LT. 40+26.11 ~�7 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. S-12. 40+36.11 54.00 $ CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. S-41. M O RELOCATE EXISTING SIGN AS SHOWN. 10 ADJUST TO GRADE MANHOLE LIDS, CLEANOUTS, VAULTS ETC. 0 Lo a �(= LtJ Ll LLJ �. i,,,i,,,firrirRtR,ttt■■aa,■ .iaR,■iii,RrRtait■ i. i,• w ■( .RtR. tr■'r .•tit■ Y G Z e:::: 1=tt■ti■# .F1Hlf ;; ■tiR■ rReq " 0 in 00 V .1tf,iit,�t.ir,. ii at■ Lj i�t, i■i„t LZL.I LLJ m N :: is t, ■, rtt,rrt■Rt :::::u iYturu;; u■or u�uiu. :: rra. tuu i :: UI M e^c Z ` PROPOSED PAVEMENT PER THESE PLANS - PHASE ONE ��- :�,rf PROPOSED PAVEMENT PER THESE PLANS - PHASE TWO (FUTURE) © C. PROPOSED PAVEMENT PER BRIMHALL ROAD IMPROVEMENT PLANS, PREPARED BY PORTER -ROBERTSON ENGINEERING. , C N N ER C.O.B. STD. DWG. S-29 111'1 I 7' 1s' -}- INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. S -40....___.....- -Q- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) EXISTING AC '�/ ` /-R/w & BC PROPOSED RIGHT-OF-WAY AND BACK OF CURB NATURAL GROUND GRADE LINE - -Ps- - PROPOSED SEWER SEE PLAN VIEW FOR STRUCTURAL SECTION - - -PD- - - PROPOSED STORM DRAIN --EX. EP- - EXISTING EDGE OF PAVEMENT - 1 --7s-- TRAFFIC SIGNAL CONDUIT ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. SEE TAPER TABLE "A"� J W J O O ~ O N Q �r M J� �w © n R/W .. ` ( PROPOSED 6' HIGH BLOCK WALL (FUTURE) VAR FUTURE VARIES «._ LANDSCAPE EASEMENT 6 TO 7�. I I (Wi07) --}=•.- #i 3 i. 1 I _ -�� 6� MqX _ 1 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK (FUTURE) COMPACT UNDER CURB, GUTTER .AND SIDEWALK MAX DENSITY. (FUTURE) • SEE C.O.B. STD. DWG, S-27 FOR SLOPE PARA#dETERS BRIMHALL ROAD D + Z 4 CURVE TABLE CURVELENGTH RADIUS ITANGENJ DELTA C1 1 47.12 1 30.00 1 30.00 1 90'00'00" C2 1 47,05 1 30.00 1 29.92 1 89-1 TAPER TABLE "A" STATION OFFSET FROM V_ CONSTRUCTION TO CURB & GUTTER FLOWLINE 39+16.11 64.00 LT. 39+26.11 63:84 LT. 39+36.11 63.371 LT. 39+46.11 62,59 LT. 39+56.11 61,50 LT. 39+66.11 60.25 LT. 39+76.11 59.00 LT. 39+86.11 57.75 LT. 39+96.11 56.50 LT. 40+06.11 55.41 LT. 40+16.11 54.62 LT. 40+26.11 54.16 LT. 40+36.11 54.00 LT. m ztL .2% '?AIN_ SAiMCV7 70 NEAT VERRCAL FACE OR AS DIRECTED BY CITY ENGINEER. " .. PROPOSED 6' HIGH BLOCK WALL LANDSCAPE EASEMENT (WIDTH VARIES) TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK COMPACT UNDER CURB, GRADE LINE GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% SEE PLAN VIEW FOR MAX. DENSITY. STRUCTURAL SECTION • SEE C.O.B. STD. DWG. S-27 FOR SLOPE PARAMETERS BRIMHALL ROAD ®_TYPICAL STREET SECTION \l NO SCALE W I? 3 y ,ti ' I + ~ v .r LzJ + et d CID l " i} 00 ` ri = ; i i m I IL j #I W I + i 8 9 10 Iw W w 3 2 1 I 38 Q CIC A I B �� : I I I I I I�-'✓0- 20' 2t3� 20' 10' tt t if '♦ METRO" I i i R1 "STOP" SIGN ""I -.- I'y$�6 �F� �s ;♦� ' s TYP R/W I I 1 10 EX, f"iRE :%>- --I ��-��. �$ � : � _ �D � I PROPOSED 6" BLOCK WALL! R W i LL i I I 9.5' WALL SEMENT rr "METR " NEER b / r r \. , \ \ ♦' \ / i I L.S. EA R W 0 G� t - - - 8 TYP 'E -X 1:3 1� _-_ ,' r. :^:' >� `\ t \ �' \•;, ,`,`\\`' �,, \\ - - - i �: R A PUBLIC ,� ,�� 00 O d \ aur I ._,_..-...IVA E ..._ -- ,._... "•T •!''' :.a \ i, \ ti \ \ ♦ , ti PUBi_IC PR . • \ it M \ �"ti JJ r .yF��. , ;; J -r �k� ''r) .r "/ r l � � ♦ ; . rte''- / ; A WIDE 3 ............ ................. of C� %i J 11 r,•J r r ,J1E r 1 �� fJ ': 'i;;�: '✓' moi; r ''r / •1- i `.I::HIE rr ...................................... . . ..... ...... .. .. - ----- HE ....................................... ...... . r % .' L j� J/ •.ice aas';n.. � - ,! zrcvsY%'�" ' . .' I � r' ' ' .LU.� f / i Y P ,Jr 5 / - ♦. it rf J: r ,t f t.' � r •J''_ F :f 1 i _ _ S 4x.11 t <= - 3 . / i _ ♦ r. .4r3 - � 'r - hri • , . r b - J •.^s. •• \ ( � i'r .Gly{• •C�' - '�+!' /f , J.� i�//i r r •' r ........... .. ... h 5� G h 1 00 � `� _ "� -4 •w=-»........�r�.;_ F'.. _� _ „r_ '',tr�"f `'.:. t..' . ; r- , - e y`� 5 Y�l �F .\ FQ�^ FUTURE MEDIAN ��e h h 0 EX 18" S___ - �I•.;;.fir �;:.::?*:::::::.::. F RE MEDIANhj�� i h^ \' {PHASE TWO) SAWCUT INE `` `� �� ee� PROPOSED SAWCUT LINE' e W P __. _._ �' .._ ��'� `'j FUTURE PHASE Two) `�' �, SAWCUT LINE �Q�� W w s t' i 3 �... ., PHASE ONE OF EX. �, J ........................��._,..___..._ _-__.,._._...._..�..._...._- Cb _., - .._ ....._ _-.... ... ..... ._ ,._ .... _. __ __ ... _ ,.... _. ,,. ,_ _.. __ _. _. w .._ _. _.. _.............__ ...... _ ...._ _... _. _. _ . � .....................�y,.- ........_ .. _...... . .......- ....._ . - - _ .Q�' NORTH E.P.) .........::: : r. _.. _...._ ...... :.:::.:.::.::::� _. „. __._..._........ _._ /!_ =.r,T.r.. METRO* _ NOTE. ONLY CONSTRUCT ONE LIFT OF A.C. PAVING 0.20 THE FI - -" -'' : -- _._-._.,._._._-._....-_._,.._.. r EXISTING MEDIAN ( ) E NAL ... _..._..,__._..................._....,.._._...,_. - :..:�.-_ .. L: •:: �.� :•:;::::•fit � rr � r LIFT (TO 0.40) SHALL BE CONSTRUCTED WITH THE REMAINDER EXISTING MEDIAN -(Wn °;; i?;._,.__._____-.._..,__._..._._..�_,.__.__.___' __ _.___ .. _•_._.._-,_.._. _ ui OF BRIMHALL ROAD DURING PHASE "2" CONSTRUCTION. FRONTAGE ROAD m I z u.. _.. .. ._,..,... _..__... ..,..._ if 1 i 1 E i ! ` if t;�I it w 3 !? }f I? i� ) f 4 W LLJ I :, Ij TRA No, 32.48 IM, BK. 22, 1-G. 60 if °? i ii i i if o- CL 7 '�40 1 -N- HORIZONTAL: 1 "= 50' VERTICAL: 1"= 2' .E;HIMHALL ROAD SEE SH ,L �� CONSTRUCT 0.40 A.C. PAVING OVER >; Z'2 �6 0.40' CRUSHED AGGREGATE BASE OVER 1:20' NAT. GRD. JA V. HOLLADA ' JR. DATE S q KER DATE MEDIAN AND PING DESIGN N � R.C.E. 60558 (EXP. 12/31 /04) COMPACTED TO 95% MAX. DENSITY � vj VW U) U _ Q < M 00)(__ U U ( M t0 m N r, � Q W. 0- � ONO • 0-6 06 O d a- W 0 to to 00 c 360....... III �� . !� M . . . . m . . . .. . . z . . . . . . . . . . . . .. g . . . . . . . . . . . . TOP DF PA I/EMENT PROF/LE `r er �n o (MAIN •NOR;rH S/DEJ . . . . . . . . . . . . . . . . . . .^ ^ �. _ . N N 360 v . �� SE DNE - �. + - +p.50_ X0.3_ - -_- -�'--- 121 ------------ -------- TDP OF PA I�MENT PRDfJ'LE PHA +0.1$90 (MEQ/AN Nf1R77y. SIOEJ. p� - +p.1490_ °' PHASE TWO FUTURE _ _ -- --_ =- +p.)590 - - : 358 79i ' +p.1'7% r----- -r �q +0.2090 +0.20!' -0.00% +p,07'b +0_0290 -_ -__ -__ 10.21904 10.14% _0'.q� pQ¢"b� Fp:16°! -•0.6590 _ _ ----- y-- --- +0.20% -- _ _> _ r--- +Q.0790 . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOP : OF PA VE Pfi7Ck7L . . . . 358 r (MED/AN SOUTH S1Dv' ,ter. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. TOP QF PA UE,MF"NT PRQRLsE, PHASE ONE Q 80 V.C. (MEDIAN SOUTH S/ 70 .. . . ...... . .... . . .. ... .. .. .. .. . ..: . . ... : . . 356 . . . ' . . : : : : : : : : : : : PHASE TWO - FUTURE : : : : : : : : : . . : . . . : : . . . : . . . : . . . : . . . : . . . : . . . . . . . . . . . } U N N xZ _ U 5fi . . .. . ... . . . . . . . . . . . M ....................... ... m to n 354 :. "o :.�N:..�00 :.. .................... :...: Q M Q N + OD pp Ntoc' N M. prj. .Ian) . . . . . . . . . . . . . . ..� . d. � . to M d to � + � Oj + W 37+00 38+00 39+00 40+00 41+00 42+ ►� M ' • • • - ` • • • • • .. ...... ...354 PROPOSED MEDIAN P 44+00 45+00 46+00 47+00 48+00 49+00 ,� PROFILE 50+00 2 w V 47.05' NOTE: FULL CURB AND GUTTER ON BRIMHALL ROAD TO BE CONSTRUCTED WITH PHASE ONE. �� pON CURVE _ VERTICAL CURVE 47.12' .z Vet Vh>cMD �_d0Z N>d^ Wper., 47.12' � o aro W m s i w 'm° m p. �,�, W o-� o ce, �y (0o ON CURVE m w o oN CURVE et o c� � M � r` >'- M � � m EX/SMG GROUND PROF/LE � � w w � � o � eget o cs� w o •- 00 11� n IIS } �M Zn I- to mr; W cr.O N A T NORTH FLOtNL/NE a r� W W + M M 10 ri m w o 00 '" ��.! I\ '� CIC M M M 360. cl ...... °i n I: a I• a. + m m EXIS/7NO GROUND PROFILE (n V) et ►� + M P rn M M . . ,.� C40i ' � ►� z . ..... .. . . .... A. T. C,EN7 RIINE .... . .. .. .. . .. .. . z 4 = + / -- + e► :. fah n °° _ , °° -- - i `` _ - _ : �- -- = _ 360 (lam,}s . M . . . . . . . . . . . "' (t% . �� - ...+ ..�...�. .rte. "r �.�"a"-�• � ..+. -- �,- ..�..._,. �_ _,.. �.- _.,. -� .� _tom �-...- a- _ -. _.. �.- _- -!� ', '' . -. � �. I r ""• �-� � •^^.a...�. 358 a _ 4 :.... _ _ .._ ._ _ _ _"� --... _ ^_ :... :...:...:...:... ' ...:...: - M : ' :.. w ..:...:...:... j �.- �-. er cn +o.zox .... ...:...: _ . 358 �, -0.2096 . . �'7,S` . . . . . . . . . . . . . . . . . . . : . +0:2090 : : _ : : : +0.21' : +o o9t .......................................... .. 356' ............................. :...:+o.2ox...:...... .:...:..::...... .:...:...:...:...:...:...:...... .. :...:...:...:...:...:...:...:...:...:...:......:...: 37+00 8+00 39+00 40+00 41 +00 42+00 ........43+00.......... '44+00...........45+00...........46.. •.........:...:...:...:...:...:...:...:...:...:...:.......... 356 NORTH FLOWLINE PROFILE +00 47+00 48+00 49+00 50+00 .rte w,>a� ,-, m��,:n.,w;.,ua,••.,. a �p 0 02-1660 M 0 Z 4/09/03 DRAWN 8Y: co Y s<r') r J W SHEETS IL Q N (A0 to cof60 r O � r nc • i co `at M Y M uiI 1 0 a Ll LLJ �. i,,,i,,,firrirRtR,ttt■■aa,■ .iaR,■iii,RrRtait■ i. i,• � ■( .RtR. tr■'r .•tit■ t■Yt• G Z e:::: 1=tt■ti■# .F1Hlf ;; ■tiR■ rReq 0 .1tf,iit,�t.ir,. ii at■ Lj i�t, i■i„t ■,.. m N :: is t, ■, rtt,rrt■Rt :::::u iYturu;; u■or u�uiu. :: rra. tuu i :: u■■a �p 0 02-1660 M 0 Z 4/09/03 DRAWN 8Y: O M W 1-- s<r') r J W SHEETS IL Q N IZ ' O � C- nc W co `at M M W a r.Y.i z G Z 0 m N W o � a a Cl) 02-1660 DWG FILE: 1660ST03R Z 4/09/03 DRAWN 8Y: Q T MCD J W SHEETS IL Crj= W O � C- nc JOB No.: 02-1660 DWG FILE: 1660ST03R DATE: 4/09/03 DRAWN 8Y: MCD CHECKED BY: MCD SCALE: AS NOTED SHEET 3R OF 10 SHEETS I� L VIZI-j I CON SM.Q-� ON NOTES 58.00 �1 CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PER C.O.B. STD. DWG. S-1. WITH 4.5' WIDE ir) COMBINATION SIDEWALK PER C.O.B. STD. DWG. S-3. LT. �2 CONSTRUCT SIDEWALK PER 6" TYPE "B" CURB & GUTTER PER C.O.B. STD. DWG. C.O.B. STD. DWG. S-3. (UNLESS OTHERWISE NO S-1. WITH 4.5' WIDE COMBINATION D) O3 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. S-33. 50.50 4 O CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S- 5. (CONTRACTOR SHALL COMPACT 50+91.63 6" CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER CONSTRUCT SIDE TO 95% MAX. DENSITY) 51+01.63 48.00 CHRISTY GRATE PER DETAIL ON SHEET 2 (OR APPR VED EQUAL) ® CONSTRUCT 6" CONCRETE CURB PER DETAIL ON SHEET 2. O CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. S-12. V O CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. S-41. ® RELOCATE EXISTING SIGN AS SHOWN. 10 ADJUST TO GRADE MANHOLE LIDS, CLEANOUTS, VAULTS ETC. 00 0 1. SEE TAPER �y a TABLE A toM PROPOSED PAVEMENT PER THESE PLANS 177.77717 PROPOSED PAVEMENT PER BRIMHALL ROAD IMPROVEMENT PLANS, PREPARED BY PORTER -ROBERTSON ENGINEERING. 4 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S-29 + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. S-40. -v- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) _4LR/W & sc PROPOSED RIGHT-OF-WAY AND BACK OF CURB zel - - -PS- -- PROPOSED SEWER - - -PD- - - PROPOSED STORM DRAIN SAWCUT TO NEAT VERTICAL FACE OR AS WRESTED BY CITY --EX. EP- - EXISTING EDGE OF PAVEMENT ENGINEER. - - Ts- - TRAFFIC SIGNAL CONDUIT ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. C *2% PROPOSED 6' HIGH BLOCK WALL 48' TO 64 --S To**ffi LANDSCAPE EASEMENT 10 MIN (WIDTH VARIES) 1.66X TO 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK --- COMPACT UNDER CURB;, GRADE LINE GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 9OX SEE PLAN VIEW FOR MAX. DENSITY. STRUCTURAL SECTION * SEE C.O.B. STD. DWG. S-27 FOR SLOPE PARAMETERS BRIMHALL ROAD epm ICAL STRIF TSE,, 93 :VIM5O SCALE of r R/W 55' SAWCUT UNE OR AS DIRECTED BY CITY ENGINEER. EX VARIES EP EX. PAVEMENT _ 2.09 to 2_49 1 12.2% MIN- 27. MIN. '.'yam ''t" `v�'.t'` ' +� ' �' : r'•'" ` :••:,• _ ,,•; 2''•. ;::. SEE PLAN VIEW FOR • EX. CURB & GUTTER STRUCTURALSECTION STA. 55+27 TO STA 58+79 VARIES 1' TO 12' I 16' 55' kI s :. A f_11 y STATION OFFSET FROM t CONSTRUCTION TO CURB & GUTTER FLOWLINE 50+i 1.63 58.00 LT. 50+21.63 57.72 LT. ir) Z LT. 50+41.63 1 55.50 LT. TANGENT 50+71.63 50.50 LT. 50+81.63 49.11 LT. 50+91.63 wLo LT 51+01.63 48.00 LT. + n. x V W oLCCL CC�1 00 0 �y a tM0 toM .:.::.:..::................ I]_ 2 • 0") ............. .:.::......Y..: :................. NIN: W V • Y\. Il ......... 04 ...■r _ ___ .Y .aaa■\.■««..a«««««.■ INN: .;.. Baa«.■ ..........« .......... , ; . 6666; .......... ,6666. •......... , �......... ,:6666 6666 6666 6666 N I N «6666 f - .I. Z w v 1W- 0 55' SAWCUT UNE OR AS DIRECTED BY CITY ENGINEER. EX VARIES EP EX. PAVEMENT _ 2.09 to 2_49 1 12.2% MIN- 27. MIN. '.'yam ''t" `v�'.t'` ' +� ' �' : r'•'" ` :••:,• _ ,,•; 2''•. ;::. SEE PLAN VIEW FOR • EX. CURB & GUTTER STRUCTURALSECTION STA. 55+27 TO STA 58+79 VARIES 1' TO 12' I 16' 55' kI s :. A f_11 y STATION OFFSET FROM t CONSTRUCTION TO CURB & GUTTER FLOWLINE 50+i 1.63 58.00 LT. 50+21.63 57.72 LT. 50+31.63 56.89 LT. 50+41.63 1 55.50 LT. TANGENT 50+71.63 50.50 LT. 50+81.63 49.11 LT. 50+91.63 48.28 LT 51+01.63 48.00 LT. NO SCALE EP 1 8' 9 -Ox R/W �OYy a� - 4. EX. GROUND 000 1Y 0 Q M M J J 3 co> rJ UCL J V C, dam, Lai 038 0 = Z 0 Z W III J ii Q 38 37 36 35 34 33 t I I ml �I 4 - II it a RAISE TO FINISHED PAVEMENT I II X t II GRADE (TYPICAL) - i II R/W PROPOSED BLOCK WALL EXISTING STREET R/W PER DOC. 202034030 O.R. 82621 R/W R/W m W oj�:)10-' ----------------------------------- ------ --- ---- FUTURE IMPROVEMENTS BY OTHERS PROPOSED EDGE OF NEW ------------EX 1 S----._._-.------ - ---l--�S� PAVEMENT Q M G1?�1�1G1�G?�1�11�� Gl�11T11 - - - - - - - w� �� 54 56 ---------------�_ __�'�='`"may.'_-_---t-- - ----F---- - - - - - / CV 0' 1i -- _ 60 661- Q �� Q e S� �h0 �jh� 64 (V o PROPO ED SAWCUT LINE s2 , �---�"'H�- F a �� <vQ�o� PROPOSED SAWCUT LINE �QQ F`��' S6 / _ AZ j �v,v X EDGE OF PAVEMENT TYP��' (0.5' INSIDE OF EX. E.P.) f/p �� ° ryh {0.5 INSIDE OF EX. E.P.} j 8" H S.C.G.- (0.5' M� �/. \ V1 ---------------- _---=moi -�'=/�=/�=tom-- F{��=r�-��`=F��f�=��'==moi'=�3=r-/��=r�f-�i=r��`=�/ ��f��7�-�`=��'=�i�i \\" -------=----- `/.:.\\ EXISTING MEDIAN 4" M S.C.G.- EXISTING MEDIAN \ \ \\ ----------------=-------- ----------------------------------=-------------- ------------------------------------------------------------------------------------------------------------------------------------------ \\ \\ GAS PIPELINE MARKER \tI -------------------------------------------------------------------------------- ��---------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------^----- -------------�-- _ - ----- -__ _ - ------------------,. \ II I ( -� I II I n n l l \\ �// t If ' II I �J Y l J 1 l 12 ( - it l {� � if V) � � � 1:� � J r � 1� l 1� � 17 l 1 .I I �� ( � I1 � I 1 J r�'7 J ii m I ii CD04 O co O M 1= 7RAC-1' 1\4o. 3 48 M. BK. 22, PG. 60 [BRIMHALL ROAD CONSTRUCT 0.40' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.20' NAT. GRD. COMPACTED TO 957. MAX. DENSITY SEE SHEET 9 FOR MEDIAN AND STRIPING DESIGN I, - to RECORD DRAWING gYt - W. PORTER, RCE 33448 EXP. HORIZONTAL: V= 50' VERTICAL: 1"= 2' DATE 362 ....... "' 6666.. 6666.. W w EX1ST/NG GROUND PROFILE -,,N . m M .. .. .. .. ..4'T NORTH •FLOWL/NE .... .. ... ..a1 .. ... .. .. . M N 362 � EX/S77NG GROUND PROF/�E + 6666 6666 6666.. . V1 Id `' A T CEN . .. . ........ . . . . .. .. . . .. . . .. . . . . .. :. .In : .: �..: .: .: .:o :666:6 �, ... ...:...: ........................... ......:. .:...:...: :666:6..:...:.. :...:666:6 : 6666.:• -- . .'j' ""' � ,...,.�c-,,;: 's -'-•y'.....'^°'-�.- - - - _6666_ _._. _. - =-. �.:. '1 f ,_„ ---- ,�.. - � _:..:..� f, 1._ ._.- _.s.. _6666.- .� _--• . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. ............. ........ :... ...... :...:...:...:... :.. :...:...:...:...:...:...:...:...:...;...:...:...:360 •+0.209 : : ........................: : : 358. ...:...........+0.20.....:... +4.209. :...:...:...:...:...:...:...:...:................ . .. . . . . .. ES./GN.FL O.I/N .PROf7�E. 49+00 50+00 51+ 52+00 53+00...........54+00 ....... ....55+00...........56+00...........57+00.....:...:.58+00................ ........... 0.........:...:...:...:...:...:...:...........:...3 59+QO 60+00 61 +QO 62+00 63+00 58 NORTH FLOWLINE PROFILE JOB No.: c� C14 tn ._ 1660ST04 DATE: 4/09/03 -0 LGH CHECKED 8Y: MCD SCALE: AS NOTED i SHEETS cfl o i n. x V W CC�1 00 0 a M .:.::.:..::................ M • 0") ............. .:.::......Y..: :................. NIN: W V • Y\. Il ......... Y. ...■r _ ___ .Y .aaa■\.■««..a«««««.■ INN: .;.. Baa«.■ ..........« .......... , ; . 6666; .......... ,6666. •......... , �......... ,:6666 6666 6666 6666 .. 6666 .......:...«. .. N «6666 f - JOB No.: c� DWG FILE: 1660ST04 DATE: 4/09/03 DRAWN BY: LGH CHECKED 8Y: MCD SCALE: AS NOTED SHEET 4 OF 10 SHEETS cfl o n. x W 00 M M W V v 1W- 0 CL to 3 0 N WLa > JOB No.: 02-1660 DWG FILE: 1660ST04 DATE: 4/09/03 DRAWN BY: LGH CHECKED 8Y: MCD SCALE: AS NOTED SHEET 4 OF 10 SHEETS I � L -4. 12t -L QQUSTBU_CTION ,NOTES O1 CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PERC.O.B. STD. DWG. S-1. WITH 4.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. S-3. �2 CONSTRUCT 6" TYPE "B" CURB & GUTTER PER C.O.B. STD. DING. S-1. WITH 4.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. S-3. (UNLESS OTHERWISE NOTED) O3 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. S-36. OCONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. -35. (CONTRACTOR SHALL COMPACT 6" CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY) SAWCUT TO NEAT �!r� \ 6" TYPE "B" CURB & GUTTER - -EX_ EP- - EXISTING EDGE OF PAVEMENT AS DIRECIED FACE CITr , `` ""� !i: w/ 5.5 MADE SIDEWALK O CONSTRUCT 6" CONCRETE CURB PER DETAIL ON SHEET 2. ENGINEER. COMPACT UNDER CURB, - - TS- - TRAFFIC SIGNAL CONDUIT GUTTER AND SIDEWALK O7 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. S-12. (TYP.) E MEN. To 907 ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. SEE PLAN VIEW FOR Max. DENSITY STRUCTURAL SECTION ® CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. S-41. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. •SEE C.O.B.PESTD. DWG. s-27 FOR SLOPE PARAMETERS O9 RELOCATE EXISTING SIGN AS SHOWN. JENKINS ROAD 1`11CAL STREET SEC 10 ADJUST TO GRADE MANHOLE LIDS, CLEANOUTS, VAULTS ETC. ® PROPOSED PAVEMENT PER THESE PLANS PROPOSED PAVEMENT PER BRIMHALL• ROAD IMPROVEMENT PLANS, PREPARED BY PORTER -ROBERTSON ENGINEERING. I 2 I r I I 2J I --srr. I I I` 2 3 r tl I I i 11 I I (:::::::::: II X I I 1 m II II .i X ( s .I oX -rl �-r �a. 00 ( M. BK. 3s, per. � I. "o:, S�dI ii m I EX R/W t �v EX CURB & GUTTER -AND SIDEWALK TYP. --- --------- ------------------------------------ ;.•.•. . ---------------------------------- ------------------------- k6 _ _ -------------------------------- b 3S �.•.::� • •w .Ns,.:. . ' 1 b�4 SS - - -- 9 9�SS� SS O��T -9csS, -- 9cS8�o9CSSS� - S ''`'`'..• -EX 8 S 0 -- ---- _ .::.:.em �, ,- �AsB - - - `sst -�irT•=t;;:+;: y-, �„-.•.c :1 < 11 15 12 S 13 14 !: A A FFUTURE IMPROVEMENTS SIGN z) IT" (WITH PHASE __________-__ I �, \�\ �L:;:;•��' af'��•.S3'Qk?:•i,�.�, METRO .. T , �r rrrrr rrrrmrrrrr� '-rrrrrrrrarrrar �[/5.5 WIDE I �/W (TO BE DEDICATED ON FINAL MAP) ��1 I f i , i : ; : • -OTYP R/W - - - _4MMI A110 L. R/ I if e II / I INSTALL POST TYPE DELINEATOR ��---------------------- \`�� 11 ii / I I ( f ® 50' ON .CENTER y- \ II II II 11 rl I F I I I I 11 1 1111 �� 11 I I I I \\ \\-<) 1 III 11 i f i j ' I I ( z j Ld 1 3s� 6 I I w � I II If 110 .dw ( I _I 38 _y I 11 II I I O I SUMP M ' 39 1 40 n II I I ( z M o QO W 00 CD a,OZ cfl� =< :c rno 1-o `-°`M° *� +1--* M N M M M m w 0 1 HORIZONTAL: 1"= 50' ENKINS ROADVERTICAL: 1"= 2' ' 'r'�=��+'"""''`''t►I,t`t CONSTRUCT 0.40' A.C. PAVING OVER ® V 0.40' CRUSHED AGGREGATE BASE OVER 1.20' NAT. GRD. COMPACTED TO 95% MAX. DENSITY IiJ O - CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S-29 Z 47.12 30.00 30.00 " INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. S-40. CA VARIES R/ -� INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) 45 TO 49 VARIES R/w & BC A7 wEST fz.m E coM 138 TO 37.4 WM PROPOSED RIGHT-OF-WAY AND BACK OF CURB O5 CONSTRUCT CHRISTY GRATE PER DETAIL ON SHEET 2 (OR AP ROVED EQUAL) >� OC VAR. 0.5' - - -Ps- - PROPOSED SEWER O =2--�_ - - -►'G- - - PROPOSED STORM DRAIN ... ... ....... % "ii • " �^ ��' ' � 0 O ILI 356 :...:...:...:...:...:...:. a ILI :356 W 10+00 11+00 12+00' 13+00 Uo + 04 IiJ O - CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S-29 Z 47.12 30.00 30.00 " INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. S-40. CA VARIES R/ -� INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) 45 TO 49 VARIES R/w & BC A7 wEST fz.m E coM 138 TO 37.4 WM PROPOSED RIGHT-OF-WAY AND BACK OF CURB �� ri + Z W >� OC VAR. 0.5' - - -Ps- - PROPOSED SEWER O =2--�_ - - -►'G- - - PROPOSED STORM DRAIN ... ... ....... % "ii • " �^ ��' ' ,�. PROPOSED 6' HIGH BLOCK WALT. LANDSCAPE EASEMENT (WIDTH VARIES) . PO�I,TE EAST FLOWLINE PROFILE 10' PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 20' 10' 10 20' 20• TYPE "M" MEDIAN CURB /--PER C.O.B. STD. S-36. LANDSCAPE AREA 6" TYPE "B" CURB AND GUTTER PER SEE PLAN VIEW FOR C.O.B. STD. S-1. (OVER STRUCTURAL SECTION 6" CL -2 A.B. COMPACTED 95X MAX. DENSITY) (80' WIDE (PRIVATE STREET) B010 -21C-19 I I t luxi I i i i I II II II II II II II �IIIfYII zllQfJIIJ iii !' w" 12' f oft1- 1 I II I tZC1 II 11 I X1135 F,p9 ( I I I Ii'v'tP9C 896 � ( I I I W -- I II O i 1Tlr,. rr + l i i i Q 11 11 "METRO" A II Z 11 11 I it O II 11 II 11 II III I II I II � r I II n II I IIII I If 1 39' f II 1) II 10 I I 11 ►1 i j SSg �Fq`S9 I II I Ilgc 8 I II a 1) n I II I II :i 65'I II 11 i� ii 58' I II I II 7. v m 1 III Ili 38 `0 U W w m ZW O O o U7 00 00 00 + + w CN cn (PRIVATE STREET) 10' LANDSCAPE AREA 5.0' WIDE SIDEWALK CURVE TABLE _ ON CURVE U� C01* 00 WI^ �O 47.12 30.00 30.00 " C2 31.42 10.00 -- " m tG w ^ M t1 ^ Ia-M W 00 47.05 30.00 29.92 6j'514 7" 360 :. :. A7 wEST fz.m E coM �'- WM �'1. ,-:___ ------ i ---I ---� :...:...:360 �� ri + Z W >� OC T � O m a .;..g629 ... ... ....... : � 0 o ILI 356 :...:...:...:...:...:...:. a ILI :356 W 10+00 11+00 12+00' 13+00 Uo + 04 r - < 0 47.12' 31.42' _ cd ON CURVE coo ow0O m wl.,: ON CURVE 0� "" " `" 362 . LO,.om. M. 8" .mom. .w�. M M . . 360 W) ..............� ..... ...... 36O ................ ......... ...... .................. .0 N EXISTJIVG GI?OlJND : Pf?OF/LE : : . . . .. . .: . . . •EXISTING GROUND PROFILE ' :360 360. 04 LW EAST FLOwuw A T CENTERLINE .: .. . 358 ::..:...:...:... ;_�__ �,.=�-.� --�` - �._ _ ..... -----------_--__-�--- ...:...:...:. :...:...: .�_ _ ; __ •---•--= ___ =- =--358 ---. - -___ - • r-- ............. . _ +0.24% +0.24% TURF FLOYI�LINE PROF/LE . .... .... ....... .. ....... . W.144% ......... . . ... .............. . ..... ...... .E�►'/S:71NG GROUND PROFILE.. ... . .....................................356 9B : FLOWLINF PRORLE AT EAST FLOINLINE 10+00 11+00 356................ ......................:...........................................................:356 354........:....... :...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:................354 9+00 10+00 11+00 12+00 13+00 14+00 15+00 EAST FLOWLINE PROFILE 10' PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 20' 10' 10 20' 20• TYPE "M" MEDIAN CURB /--PER C.O.B. STD. S-36. LANDSCAPE AREA 6" TYPE "B" CURB AND GUTTER PER SEE PLAN VIEW FOR C.O.B. STD. S-1. (OVER STRUCTURAL SECTION 6" CL -2 A.B. COMPACTED 95X MAX. DENSITY) (80' WIDE (PRIVATE STREET) B010 -21C-19 I I t luxi I i i i I II II II II II II II �IIIfYII zllQfJIIJ iii !' w" 12' f oft1- 1 I II I tZC1 II 11 I X1135 F,p9 ( I I I Ii'v'tP9C 896 � ( I I I W -- I II O i 1Tlr,. rr + l i i i Q 11 11 "METRO" A II Z 11 11 I it O II 11 II 11 II III I II I II � r I II n II I IIII I If 1 39' f II 1) II 10 I I 11 ►1 i j SSg �Fq`S9 I II I Ilgc 8 I II a 1) n I II I II :i 65'I II 11 i� ii 58' I II I II 7. v m 1 III Ili 38 `0 U W w m ZW O O o U7 00 00 00 + + w CN cn (PRIVATE STREET) 10' LANDSCAPE AREA 5.0' WIDE SIDEWALK CURVE TABLE CURVE I LENGTH RADIUS TANGENT DELTA C1 47.12 30.00 30.00 " C2 31.42 10.00 -- " C3 31.42 20.00 20.00 " C4 47.05 30.00 29.92 6j'514 7" 1 1 F, 7 N CO O w 3 co _> U I v Lu O•�d��sl0 * SSP 321 1 HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' MASTERPIECE ES ES DRIVE CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 47.12' 1 31.42' ON CURVE I ON CURVE U^ ,t�)d0. U� ULO 362 ..................... .......... . ,r, ..........362 0 DATE: 4/09/03 M LGH CHECKED BY: EXISTING GROUND • PROFILE : : : 360 :. :. A7 wEST fz.m E W �'- �'1. ,-:___ ------ i ---I ---� :...:...:360 �� 358" ....................: ...... ......:......I....: ..:. .........:358 T � 08 w ...:...:...:................... .;..g629 ... ... ....... : � DESIGN• FL0K-INE PROFILE = o.sr� ILI 356 :...:...:...:...:...:...:. a ILI :356 9+00 10+00 11+00 12+00' 13+00 Uo WEST FLOWLINE PROFILE uj < 0 47.12' 31.42' _ 362 ..................... ON CURVE coo ow0O m wl.,: ON CURVE 0� "" " `" 362 . LO,.om. M. 8" .mom. .w�. M M . . . W) LAJ 0) .........I..........:. ..... co.:...:. .:...: : : : : frrf■ .0 N • ■rr 360 : .. ... . . : . . . .. . .: . . . •EXISTING GROUND PROFILE ' :360 360. 04 LW EAST FLOwuw _.. _ - _ :. .: .. . 358: ...................... .358 ... r . r r _ C14 -cc -o gs;�.. : :. DES/ON FLOWLINE PROFILE 356 ............. .....................................356 9B : : : 9+00 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE Ly MEDIAN %.Z/.. , DETAILFNO SCALL 1 cc 02-1660 0-4 LO 0 DATE: 4/09/03 DRAWN BY: LGH CHECKED BY: Z a T W tE W �'- cr) �� Q w 0 T � 08 w W M cD � ILI i a ILI G � I x Uo uj < 0 W a: a:Z � ~ Fs fel• LAJ 0) .r.ftf rrffrfffrrrrrr.rffrrr ::.:::fff fffffrffr.., ffr w ■t �.• ■.•,trfrf frrf■ •. :::.� I.frtr■ftff • ■rr Ei ■.��.■frrrfrrrrff fffrr 04 LW ■"• ■fffffff :: ::::�•fffrfrffff �.rr■ �". LLj .. .:...;,.......�. n :ueff rfuuft � ... r . r r r, C14 -cc cc 02-1660 W 1660ST05 DATE: 4/09/03 DRAWN BY: LGH CHECKED BY: Z a T W J W �'- cr) Z Q w � �- w W �0. cD � T (0 (n a G � I x Uo � < 0 W a: a:Z � ~ Fs fel• z w LLj a 0 3 0 D N -> LW � � JOB No.: 02-1660 W 1660ST05 DATE: 4/09/03 DRAWN BY: LGH CHECKED BY: Z a T W J W �'- cr) Z Q w � �- w W �0. 0M T (0 (n a. G � I Uo � < 0 w a: a:Z � ~ z w JOB No.: 02-1660 DWG FILE: 1660ST05 DATE: 4/09/03 DRAWN BY: LGH CHECKED BY: MCD SCALE: AS NOTED SHEET 5 OF 10 SHEETS 0 .m...r I,I - r 1.7a -1 _ LD J r m Cr) CD0 0 m di n Lo c 0 Q7 3 ID L0 0 Ln 0 Lo UP U) _ w _ 0 U cn / Lo 0 CONSTRUCTION NOTES J Jl 660ST05A DATE: 6/16/03 Ja 1O CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER P R C.O.B. STD. DWG. S-1. WITH 4.5' WIDE O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. p S-29 3 z I C4 COMBINATION SIDEWALK PER C.O.B. STD. DWG. S-3. 89'51'17"LiILILAJ -�- INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. S-40. C� �'IJ VARIES R/`"«« PROPOSED s' HIGH 'WALL OCONSTRUCT 6" TYPE "B" CURB & GUTTER PER C.O.B. STD. OTHERWI DWG. S-1. WITH 4.5' WIDE COMBINATION E NOTED) _c=> INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) 45 TO 49'BLOCK VARIES 11' SIDEWALK PER C.O.B. STD. DWG. S-3. (UNLESS «s. LANDSCAPE EASEMENT QCONSTRUCT 3 "" PC.O.B. STD. DW TYPE MMEDIAN CURB PER . S--36. R/W & BC PROPOSED RIGHT-OF-WAY AND BACK OF CURB 38 TO 37.4!g EX. E.P. (. ' MI {WIDTH VARIES) OCONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. D G. S-35. (CONTRACTOR SHALL COMPACT ' — -Ps— — PROPOSED SEWER VAR. a.5' «2-- / 7 6" CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM F 1' EITHER SIDE TO 95% MAX. DENSITY) O5 CONSTRUCT CHRISTY GRATE PER DETAIL ON SHEET 2 (OR APPROVED EQUAL) - - -PD- - - PROPOSED STORM DRAIN SAWCUI. fi NEAT 6" TYPE "e" CURB & GUTTER / W/ 5.5' WIDE SIDEWALK O CONSTRUCT 6" CONCRETE CURB PER DETAIL ON SHEET _ -EX. EP- - EXISTING EDGE OF PAVEMENT VERTICAL FACE OR AS DIRECTED BYE {NBMiEEAr COMPACT UNDER CURB, — TS— — TRAFFIC SIGNAL CONDUIT cou Tr INSPECTOR GUTTER AND SIDEWALK O7 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. D S-12. SEE PLAN VIEW FOR (TYP.) s" MIN. To soy MAX. DENSITY. . ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STRUCTURAL SECTION Q «SEE C.O.B. STD. DWG. 5-27 O8 CONSTRUCT HANDICAP RAMP PER C.Q.B. STD. DWG. S-4 . ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. FOR SLOPE PARAMETERS O RELOCATE EXISTING SIGN AS SHOWN. Tvo JENKINS ROAD 10 ADJUST TO GRADE MANHOLE LIDS, CLEANOUTS, VAULTS TC. NO L ® PROPOSED PAVEMENT PER THESE PLANS PAVEMENT PER BRIMHALL ROAD IMPROVEMEN PLANS, PREPARED BY F7PROPOSED PORTER -ROBERTSON ENGINEERING. 11 SAWCUT AS DIRECTED BY KERN COUNTY ROADS DEPAR ENT 0 tko 23 1 22 t0 ,% I I II i a X1 tt�/ s m_ I II II II II <X I r L� Ar f �`J� J -ZLC)o I r, i r .r- /�. L7�, �i ��. II it - .�•::3 S II I O' �„� ' .._. ii^JiII �iII �ItiIIIIIi 1I ::os:�:?;:• LLI 0119 sT:;'4y�i1 �Ii1y tI o A&a m EX CURB & GUTTER M1R AND SIDEWALK TYP. 20 TEMPORARY PAVING CHA/W ------- 38 --------------------------------------- ----------------------EX 10" ------------ -------_=y ;:.: —EX 8" S �— — — —�-p — �� FQ EXISTING COUNTY R/W14 Sm X� _jI_ W =o = M0� I w m w J ON CURVE M N FUTURE IMPROVEMENTS s,,s%�I TY_QF KIT" SIGN E!L_ (WITH PHASE 2) -- CITY OF BAKERSFIELD __ ------- =7:7 ___ I. � -EXISTING CITY R/W PER i_ii' I PARCEL MAP 10763 (INSTALL POST TYPE DELINEATOR 0 CONSTRUCT 0.40' A.C. PAVING OVER � CRUSHED AGGREGATE BASE OVER 1.20' NAT. GRD. COMPACTED TO 95% MAX. DENSITY n rn r O Z o6 � M M M RECORD 50' ON CENTER �LI I HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' STRIPING NOTE: NO STRIPING NEEDED ALONG JENKINS ROAD WITH PHASE ONE CONSTRUCTION, EXISTING STRIPING TO REMAIN. 360 ................................... .......... I....................... 360 : : EXIS17NG GROUND . PROF%L£ A T CENTERL/NE _:�- --------__�- -- - : --=-- 358 358....................---� . ......... t. — +0.24% N_�_u7URE FLOW61VE PROF/LE +0.24x . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . ro A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .E�/STING GROUND PROF/LE. ES/GN FL OKINE PROF/LE A T EAST FLOWUNE 356:...:.......:...:...:...:...:...:.:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:356 ....................................................................... 354:...:...:...:...:...:...:...:...:.:...:...:...:...:...:...:...:...:.... ..........:...:...:...:...:354 9+00 10+00 11+00 12+00 13+00 14+00 15+00 EAST FLOWLINE PROFILE DRAWING PPASCt CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 47.12 30.00 30.00 90'00'00" C2 31.42 10.00 -- 1801 PATE r 660ST05A DATE: 6/16/03 DRAWN BY: LGH CHECKED BY: Y 00'00" C3 31.42 20.00 20.00 90'00'00" C4 47.05 30.00 29.92 89'51'17"LiILILAJ BY: FRED W. PORTER, RCE 33448 EXP. C14 ul)C14 040 08a: � M O O O t,p W c0 � cD a x W M M W � U n O \� W Y H O ce LLJ � W W � g Z O � W 2 3 0 oa o N N� W > >V m W W Z I.L. m 660ST05A DATE: 6/16/03 DRAWN BY: LGH CHECKED BY: Y SCALE: AS NOTED SHEET 5A OF 10 SHEETS 1 • t 1 .:................::::..... ......................... au... nuu�p ■■ :: ., i i a l .■ w ..,u ;.r■.. !uu■ — _ :..i:i:riii�iiiii. ..uuuuuo.uu.r.uu .•00 W � Z T Q W J W � F. Cf) ZaW � �W a. W � O T (f� 04irCL 0 G c L L r I � U o a W � � F 660ST05A DATE: 6/16/03 DRAWN BY: LGH CHECKED BY: MCD SCALE: AS NOTED SHEET 5A OF 10 SHEETS f� WCL — z z w JOB No.: 02-1660 DWG FILE: 1 TL 660ST05A DATE: 6/16/03 DRAWN BY: LGH CHECKED BY: MCD SCALE: AS NOTED SHEET 5A OF 10 SHEETS CONSTRUCTION O NOTES CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PER C.O.B. STD. DWG. S-1. WITH 4.5' WIDE RADIUS COMBINATION SIDEWALK PER C.O.B. STD. DWG. S-3. C1 31.42 O2 CONSTRUCT 6" TYPE "B" CURB & GUTTER PER C.O.B. STD. DWG. S-1. WITH 4.5' WIDE COMBINATION 35.00 SIDEWALK PER C.O.B. STD. DWG. S-3. (UNLESS OTHERWISE NOTE ) O3 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. S-36 13.70 ®CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-3 . (CONTRACTOR SHALL COMPACT 1 35.00 6" CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY) U5 CONSTRUCT CHRISTY GRATE PER DETAIL ON SHEET 2 (OR APPR VED EQUAL) ® CONSTRUCT 6" CONCRETE CURB PER DETAIL ON SHEET 2. �7 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. S-12 S CTI N O CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. S-41. COMPACTED TO 95% MAX. DENSITY 1 I I I I I i I I I T- -- W31 SIG -- -- ---�--TEMP. TURNAROUND -- FUTURE IMPROVEMEN EASEMENT TO BE =1===a\,9EflIGAWD=QN=FINAL=MAP6 CONSTRUCT TEMPORARY TURNAROUNDI I PER CITY OF BAKERSFIELD STANDARDS. I i I I SEE DETAIL 1 1 I 1 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S--29 + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. S-40. -L7- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) R/W & BC ..� _ _ PROPOSED RIGHT-OF-WAY AND BACK OF CURB - - -PS-- -- PROPOSED SEWER - - -PD- - - PROPOSED STORM DRAIN - -Ex. EP- - EXISTING EDGE OF PAVEMENT ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. SEE NOTE "B" INSTALL W31 SIGN WITH RED TYPE N MARKER CURVE TABLE CURVELENGTH AT END OF TEMP. TURNAROUND IF ADJACENT RADIUS TANGENT DELTA C1 31.42 20.00 20.00 " C2 54.98 35.00 35.00 " C3 197.70 84.00 202.06 1 '1 " C4 13.70 35.00 6.94 2 " C5 28.41 1 35.00 15.04 1 46* 120 C8 1 200.121 42.00 1 - 7 ' 1 I I I I I i I I I T- -- W31 SIG -- -- ---�--TEMP. TURNAROUND -- FUTURE IMPROVEMEN EASEMENT TO BE =1===a\,9EflIGAWD=QN=FINAL=MAP6 CONSTRUCT TEMPORARY TURNAROUNDI I PER CITY OF BAKERSFIELD STANDARDS. I i I I SEE DETAIL 1 1 I 1 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S--29 + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. S-40. -L7- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) R/W & BC ..� _ _ PROPOSED RIGHT-OF-WAY AND BACK OF CURB - - -PS-- -- PROPOSED SEWER - - -PD- - - PROPOSED STORM DRAIN - -Ex. EP- - EXISTING EDGE OF PAVEMENT ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. SEE NOTE "B" INSTALL W31 SIGN WITH RED TYPE N MARKER " PgivATE sThErr-T-swil AT END OF TEMP. TURNAROUND IF ADJACENT '1 C6 : • ':3 +9 ? 61 PHASE IS NOT CONSTRUCTED AT SAME TIME. LGH; a REMOVE AND SALVAGE SIGN WITH CONSTRUCTION gh •! ::: is ss� OF ADJACENT PHASE. 0 _j m 60' WIDE SIDEWALK 1 4" TYPE "C" ROLL TOP TV.EE PLAN VIEW FOR GRADING PLANE CURB AND GUTTER PER STRUCTURAL SECTION 0.3' BELOW FLOWLINE C.O.B. SID. S-1. ELEV.- CURB TO CURB COMPACT 6" MIN. (A 11 WIDE UNDER CURB, GUrn dt SIDEWALK AREAS /W\ Typic PgivATE sThErr-T-swil 1660ST06L 3 C6 : • ':3 +9 ? 61 m LGH; a C LLJ U W •! ::: is ss� . 0 _j rn TEMPORARY TURNAROUND DETAIL m 60' WIDE SIDEWALK 1 4" TYPE "C" ROLL TOP TV.EE PLAN VIEW FOR GRADING PLANE CURB AND GUTTER PER STRUCTURAL SECTION 0.3' BELOW FLOWLINE C.O.B. SID. S-1. ELEV.- CURB TO CURB COMPACT 6" MIN. (A 11 WIDE UNDER CURB, GUrn dt SIDEWALK AREAS 10' 201 20' 110' S o S S S C t[� g S g -201120' i -- CV + to t ( t 4 5 6 7 8 9 10 11 12 13 �1 t CL 1 t b cai cap cN 01 UNJ 10 �-I N-+ I--• - ---- ---t--- - 13+21 -- 14 --- I -t I- -----+6 - 1--c--- ---I- - o1r8_---19-10 -PS-- ---- -- --12-------- --- 15 -----_--- -- 17 ----- N --------- --PS- --- _- _---_-_ PD-- PD ----- ------------- -P� 1 7 � i -- -U r I R 11,1 0i L4J 0i $ TYP �R 1 NEER t I t,t`crIz- 000 UO t 8 1 O4 4- O J 20' 20' 10' cc i 4 i i M " UJ 3 10' 2 1 1 A i B 1 38 1 37 1 36 1 35 34 33 w a v X / It 5v - LO Z W ~ Nz mw mW W f ui nj c3 p- 0-m tJ D- a � O- = C3wCO wow W Um O M cn It EP EP IE W 4 ?s m 1' VARIES 1' N �N Q M Mll� + J C. PAVING `- 3 � V_w NA RD` 2, 2 2 ti NAT GRD (PRIVATE STREET) -N- GRADED SWALE GRADED SWALE Da VINCI DRIVE /W\ Typic PgivATE sThErr-T-swil 1660ST06L 00 SCALE m LGH; a CONSTRUCT 0.20' A.C. PAVING OVER LLJ U W a SHEET 6 OF 10 0 _j rn 2 a. W + W N cn mi 10' 201 20' 110' S o S S S C t[� g S g -201120' i -- CV + to t ( t 4 5 6 7 8 9 10 11 12 13 �1 t CL 1 t b cai cap cN 01 UNJ 10 �-I N-+ I--• - ---- ---t--- - 13+21 -- 14 --- I -t I- -----+6 - 1--c--- ---I- - o1r8_---19-10 -PS-- ---- -- --12-------- --- 15 -----_--- -- 17 ----- N --------- --PS- --- _- _---_-_ PD-- PD ----- ------------- -P� 1 7 � i -- -U r I R 11,1 0i L4J 0i $ TYP �R 1 NEER t I t,t`crIz- 000 UO t 8 1 O4 4- O J 20' 20' 10' cc i 4 i i M " UJ 3 10' 2 1 1 A i B 1 38 1 37 1 36 1 35 34 33 w a v X / It 5v - LO Z W ~ Nz mw mW W f ui nj c3 p- 0-m tJ D- a � O- = C3wCO wow W Um O M cn It EP EP IE W 4 ?s m 1' VARIES 1' N �N Q M Mll� + J C. PAVING `- 3 � V_w NA RD` 2, 2 2 ti NAT GRD (PRIVATE STREET) -N- GRADED SWALE GRADED SWALE Da VINCI DRIVE JOB No.: 40 O W 1660ST06L 6" TYP 6" TYP DRAWN BY: LGH; cta CONSTRUCT 0.20' A.C. PAVING OVER RECORD DRAWING PM45i �„ AS NOTED SHEET 6 OF 10 SHEETS: x w 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. M M HORIZONTAL: 1"= 50' W U TEMPORARY TURNAROUND S CTI N COMPACTED TO 95% MAX. DENSITY VERTICAL: 1"= 2' NO SCALE i tw- 5.4,96 0- 3 0 ON w 17 m 1 j � a NOTE "B": INSTALL TEMPORARY TURNAROUND WITH 2" A.C. PAVING OVER 6" NATURAL GROUND N�- ? Wig A -?ice 495 U m wt ►� CURVE U w r`n. I� M COMPACTED TO 90% RELATIVE DENSITY. z if w 6Y= FRED W. PORTER, RCE 33448 EXP. DATE M M U �__cz+ .......... ...........:.......................................:...:.........c V)Q.................. EXI517NG:GROUND PROF /CE....:...:.............................................°'.....ul)... + A T NORTH FLOWLINE 3fi0 ......... ...............................................:..��:..., �` ......� o..... ..... ... .:...:.. .:_' : _ _�_ ___-� _� ;.- :.----____ ---- - ________=-__ -�_--- -- -.:. :...:...:...:...: 360 358:... $... :.........................................I.........:......... :.......................................................................................... ........ ....................358 TEMPORARY TURNAROUND SLOPE ® 2% TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NATURAL GROUND +0.20% . . 356......... : .2.. ................................... : : : : ... . . . . .... . . .. . . .. .. . . . . . . . .. . . : ...............:....................................................................356 DE.S/GN FLOWLINE PROFILE 9+00 10+00• ... 11+00 12+00... • ... • ...13+00 14+00 15+00....... 16+00 17+00 18+00 ' •19+OD ....... 20+00...........21+00. - NORTH FLOWLINE PROFILE 31.42' 31.42' >•- ca .- N1!•) a LOW) U '* CUR LO U o r, U o CURVE h U m W) N r.0 MN m i m u`°ic�i m `° w co m c{i w LO U) co U) ad Coco LOUDjN7 m r; a w Q.^ 00 UMMMM. II II M. M. MM. UMM II II c�pMMM oM ac J U �,-'�-'ti : �s n v ilii EXIST/NG GROUND PROF/LE tsi rh : to N - -, I i `' �a �L`' : : : AT SOUTH FL'OKINE : : : : : : : : : + °° + a' : : _. - _... - -- 360......... :...:...:...:...:...:...:...:...:...:...:.. "' �" •- .. . . , zo ........................... _ - - - - •__.. _ ..._.--..... --.- ... --.- 7-,-7 - - - _.-.-.... - - -- �- '- _ ....T ....N1 .... .. - �- 360 �;y w . . . . . . . . . �. r...+ ..�. r. T . �� . ""'.....•• "'� r^ . ~• .� r • . . . 358.... ... ................................................. ........... ... .................................................................................. . .. ............................ .:358 TEMPORARY TURNAROUND ... ................................. f0.20� -+0.20%.SLOPE®27f:t0. NATURAL GROUND ........................ -0.20% ... .t 0.51% .. .... ........................................................... 35fi : :.. DESIGN FLOKINE PROFILE :. : +0.�5� X :. : : :. : :.. : : : : DES/GN FL• OKINE PROFILE . . . .:. .. . ..:...:.. .: .. .: ...: .. .: . . . -o.�s� . ..:. . . . .. ..:.. . . . . .: . . . . . . . . . . '• :...:...:...:...:...:...:...:........................356 9+00 10+00 11 +00 12+00 13+00 14+ 0 15+00 16+00 17+00 18+00 19+00 20+00 21+00 .SOUTH FLOWLINE PROFILE JOB No.: 40 O W 1660ST06L DATE: 4/09/03' DRAWN BY: LGH; cta a SCALE: AS NOTED SHEET 6 OF 10 SHEETS: x w M M W U i tw- 0- 3 0 o w L� � a JOB No.: 02-1660; DWG FILE: 1660ST06L DATE: 4/09/03' DRAWN BY: LGH; CHECKED BY: MCD; SCALE: AS NOTED SHEET 6 OF 10 SHEETS: ■ 1' N IE EP N n o 9 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S-29 + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. S-40. -<=> INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) RW & BC - /-1/! .._._ PROPOSED RIGHT-OF-WAY AND BACK OF CURB - -- -PS- - PROPOSED SEWER - - -PD- - - PROPOSED STORM DRAIN - -Ex. EP- - EXISTING EDGE OF PAVEMENT ALL STATIONING IS.BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. - ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. 24 25 SEE DETAIL I A 1' _ 27: MIN -495 MAX 2X -4" TYPE "C" ROLL TOP SEE PLAN VIEW FOR CURB AND GUTTER PER STRUCTURAL SECTION C.O.B. STO. S-1. 00 TABLE CONSTRUCTION U1 NOTES CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PER C.O.B. STD. DWG. S-1. WITH 4.5' WIDE N COMBINATION SIDEWALK PER C.O.B. STD. DWG. S-3. 0c cj W LLJ �2 CONSTRUCT 6" TYPE "B" CURB & GUTTER PER C.O.B. STD. DWG. S-1. WITH 4.5' WIDE COMBINATION co 00 SIDEWALK PER C.O.B. STD. DWG. S-3. 181.07 O CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. S-36. � 4 O CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. 6" (CONTRACTOR SHALL COMPACT �5 CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' CONSTRUCT ITHER SIDE TO 957. MAX. DENSITY) 29.93 CHRISTY GRATE PER DETAIL ON SHEET 2 (OR APPROVED EQUAL) O CONSTRUCT 6" CONCRETE CURB PER DETAIL ON SHEET 2. 94.31 O7 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. S-12. 4" �8 CONSTRUCT HANDICAP RAMP PER C.O.B. STD, DWG. S-41. 520.00 1' N IE EP N n o 9 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S-29 + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. S-40. -<=> INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) RW & BC - /-1/! .._._ PROPOSED RIGHT-OF-WAY AND BACK OF CURB - -- -PS- - PROPOSED SEWER - - -PD- - - PROPOSED STORM DRAIN - -Ex. EP- - EXISTING EDGE OF PAVEMENT ALL STATIONING IS.BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. - ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. 24 25 SEE DETAIL I A 1' _ 27: MIN -495 MAX 2X -4" TYPE "C" ROLL TOP SEE PLAN VIEW FOR CURB AND GUTTER PER STRUCTURAL SECTION C.O.B. STO. S-1. ' LANDSCAPE 1AREA 5.0 GRADING PLANE \ 0.3' BELOW FLOWLINE ELEV.- CURB TO CURB COMPACT 6" MIN. UNDER SIDEWALK AREAS GUTTI TYPICAL (60• WIDE) & _SEPIMN UI 09 4 U- N I _ CV M + 286 ' 1oa 20 20' x,10' 29 30 it INSTALL W31 SIGN WITH RED TYPE N MARKER AT END OF TEMP. TURNAROUND IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. -- WIDE SIDEWALK SEE TEMPORARY SUMP DETAIL ON SHEET 2 IN W V e� slc� -I- 00 00 0 �00 27 I � � 31 Go r a 32 a c*j - ® I !-- I - 0'1 0. 1 W31 SIGN r �" ... '`r - - c�+ cs+ �' .'""'► ." _ 14 1505 o - AAa . ( 14111 -{�$" ' _ _ _ ' �... N •• ...� I / ol 40 _. ____ __ _-.pS___- - 1 }12.30 o t1 FS.,,_ TEMP. TU AR LIND I -- -- 12 ..•�'" a a ""�► N FUTURE IMPROVEMEN ( 1 10 11 - EASEMENT TO BE I DEDICATED N_FIN L MAP Ott +. „�""o -Y I.. •.-�„ �,.`�."■.k- _ - a o! 1 EC 4 - - --�, -- - -- -1--�----- -- -- � a a -• --- t CONSTRUCT TEMPORARY TU14NAROUND 1 19 18 � � f i a a PER CITY OF BAKERSFIELO STANDARDS! M rn 17 a Q 0TYP t� I 20 co 0 01 Qj 16 1 I �N 21 1 I I m 23 22 15 1 N tC a 0 + ami �`' m v 0- O 2 rn w a N_2 O O N m t7 _ pp N �. + O n0 d U' •}- Z Iii VARIES 1 oeo�l 0) /--A.C. PAVING 2% M\VA• -GRADED SWALE 6" TYP 2`, , NAT GRD (PRIVATESTREET) GRADED SWALE 6" TYP MICHAELANGELO DRIVE CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY RECORD DRAWING OPN AS E 1 tff: FRED W. PORTER, RCE 33448 EXP. DATE 4LTEMPORARY TURNAROUND DETAIL NONO SCALE Al WUW 0 J to Li cn � II NOTE "B": INSTALL TEMPORARY TURNAROUND 29.93' 29.93' WITH 2" A.C. PAVING OVER 6" NATURAL GROUNDION CURVEI N CURVE COMPACTED TO 909E RELATIVE DENSITY.^ m ci W U to II 6 O 0:: 03"'- 03 /UY co Or m0 rnUrh U^ to LiU WM OOM �N N� 06 0 Wimp W� noi m0 cVW000 V�0 Q 06 le) co 000 M M r`� pO M co M N� ^ m 00 m 0000 362....... +"' + '`N coo 0) 00M ONi�M OMM d' + + 'I' O O II N J !' e%Y 0 r ♦ .1. U : : : : : EX/S)/NG GROUND PROFILE .: J .: .: .. .. �~- ... .. . .. ... . "7 . .. . .. W. .362 . .. .. . . + . . .... ......... AT NORM/ FLOWL/N£ .......................:...:... :...:...:. :.. 360....... �- ....... ... :...:..IJ.:...:... ' ... ' .. �;��o ° -°: 0311: -o.zoz :...:360 :+0.429& . . . . . . . . . . . . . . . . . -0.20%. . . . . . . . . . 358:...:.. �- +o.A2% : -0.2095 : ...:... +o.2oz :+0.20% ....:...: ...: .. ........ .... ...:. :...: ...:. .:...:...:...:.DESIGN FLOWUIVr PROF/LE :.. : .. . ... .... ...:. .. :... :. .: ..:... :.. :... :. .. :..DES/GN FLOINL/NE PROF/LE :...:... : ..: .................. 3rJ8 SLOPE 6 2.07E . . . . . . . . . . . . . . . . . . . . . . 35fi TO TEMPORARY SUMP 9+00 10+00 11+00 12+00 13+00 14+00........................................................... ..:...:...:...:...:...' 15+00 16+00 17+00 18+00 19+00 ••��•••'�•�••356 NORTH FLOWLINE PROFILE 20+00 d^ m0 WCm.9 m U00co a0)tf� Uer Uep WM O06 M ON 00 mt o�p to 6`i� 00i mU cVWn cpN to 0�0� co 00 M 0 t'7 t•j MM � r7 O M to d' � 00 m scq - wo 362 ..... . . . . o=y. ± N "' �- 0) ♦ UU 00i .d: rn� M Mt j N . . . . . . . . . '� + ao + t+n Gi to a+ Cj II co EX/S`n1VG GROUM PROF/LE : : la- ' .� _ . : . . . : . : . . . . . . . . . . ' . . . . r� . . . . . . . . w 362 . ....... .. ...... . . .... . .. .. .. ....... . : .. .. .. A...'O...U-rH ....NE i �' � J 0) . . . . . . . . . . : : : : . . . .: 360 ....:... :.. i� :...:.. ; .. . . ' : •' ' : • �- •�,� ..... . .. . .� • .�� ..� �.� .�- �. i..i L� .d.. i..• .i.V v �..� ..r \'-S ...r. . • . . . _^ . . . ._• . • • . . . ' • .�� w.r -... • • �� -p. �w .�. T• -- :.. +.0.43 50' -0.20 : :...:360 :Vr:RTICAL CURVE'. . . . . 095 . 358........ : +0.4s ..... . . +0.20 +0.20 . . . . . . . . . . . . . . . . . . . . . . . . 0.2595 L)t�S%G!V' �'LDWt/lVE pi'dF/LE' . . . . . . .. . . . . . `0.2595 ...........................................................:...:...:...:...'. :...;...;...:358 SLOPE m 2 0� . . . . . . . . 356:...:... TOTEMPORARY SUMP 9+00 .10+00 11+00 12+00 13+00...........14+00...........15+00...........16+0' ..........:...:...:...:...:...:...:...:...:...:...:...:......:...'356 SOUTH FLOWLINE PROFILE 6+00 17+00 18+00 19+00 20+00 10' 1 I 1 1 1 1 I 1 1 I 1 I 110' 00 TABLE W) C50 CURVE LENGTH N F- 0 0c cj W LLJ 188.61 }. W 95.44 co 00 C2 181.07 ce 91.62 1 � C3 59.52 520.00 29.80 uj C4 ' LANDSCAPE 1AREA 5.0 GRADING PLANE \ 0.3' BELOW FLOWLINE ELEV.- CURB TO CURB COMPACT 6" MIN. UNDER SIDEWALK AREAS GUTTI TYPICAL (60• WIDE) & _SEPIMN UI 09 4 U- N I _ CV M + 286 ' 1oa 20 20' x,10' 29 30 it INSTALL W31 SIGN WITH RED TYPE N MARKER AT END OF TEMP. TURNAROUND IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. -- WIDE SIDEWALK SEE TEMPORARY SUMP DETAIL ON SHEET 2 IN W V e� slc� -I- 00 00 0 �00 27 I � � 31 Go r a 32 a c*j - ® I !-- I - 0'1 0. 1 W31 SIGN r �" ... '`r - - c�+ cs+ �' .'""'► ." _ 14 1505 o - AAa . ( 14111 -{�$" ' _ _ _ ' �... N •• ...� I / ol 40 _. ____ __ _-.pS___- - 1 }12.30 o t1 FS.,,_ TEMP. TU AR LIND I -- -- 12 ..•�'" a a ""�► N FUTURE IMPROVEMEN ( 1 10 11 - EASEMENT TO BE I DEDICATED N_FIN L MAP Ott +. „�""o -Y I.. •.-�„ �,.`�."■.k- _ - a o! 1 EC 4 - - --�, -- - -- -1--�----- -- -- � a a -• --- t CONSTRUCT TEMPORARY TU14NAROUND 1 19 18 � � f i a a PER CITY OF BAKERSFIELO STANDARDS! M rn 17 a Q 0TYP t� I 20 co 0 01 Qj 16 1 I �N 21 1 I I m 23 22 15 1 N tC a 0 + ami �`' m v 0- O 2 rn w a N_2 O O N m t7 _ pp N �. + O n0 d U' •}- Z Iii VARIES 1 oeo�l 0) /--A.C. PAVING 2% M\VA• -GRADED SWALE 6" TYP 2`, , NAT GRD (PRIVATESTREET) GRADED SWALE 6" TYP MICHAELANGELO DRIVE CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY RECORD DRAWING OPN AS E 1 tff: FRED W. PORTER, RCE 33448 EXP. DATE 4LTEMPORARY TURNAROUND DETAIL NONO SCALE Al WUW 0 J to Li cn � II NOTE "B": INSTALL TEMPORARY TURNAROUND 29.93' 29.93' WITH 2" A.C. PAVING OVER 6" NATURAL GROUNDION CURVEI N CURVE COMPACTED TO 909E RELATIVE DENSITY.^ m ci W U to II 6 O 0:: 03"'- 03 /UY co Or m0 rnUrh U^ to LiU WM OOM �N N� 06 0 Wimp W� noi m0 cVW000 V�0 Q 06 le) co 000 M M r`� pO M co M N� ^ m 00 m 0000 362....... +"' + '`N coo 0) 00M ONi�M OMM d' + + 'I' O O II N J !' e%Y 0 r ♦ .1. U : : : : : EX/S)/NG GROUND PROFILE .: J .: .: .. .. �~- ... .. . .. ... . "7 . .. . .. W. .362 . .. .. . . + . . .... ......... AT NORM/ FLOWL/N£ .......................:...:... :...:...:. :.. 360....... �- ....... ... :...:..IJ.:...:... ' ... ' .. �;��o ° -°: 0311: -o.zoz :...:360 :+0.429& . . . . . . . . . . . . . . . . . -0.20%. . . . . . . . . . 358:...:.. �- +o.A2% : -0.2095 : ...:... +o.2oz :+0.20% ....:...: ...: .. ........ .... ...:. :...: ...:. .:...:...:...:.DESIGN FLOWUIVr PROF/LE :.. : .. . ... .... ...:. .. :... :. .: ..:... :.. :... :. .. :..DES/GN FLOINL/NE PROF/LE :...:... : ..: .................. 3rJ8 SLOPE 6 2.07E . . . . . . . . . . . . . . . . . . . . . . 35fi TO TEMPORARY SUMP 9+00 10+00 11+00 12+00 13+00 14+00........................................................... ..:...:...:...:...:...' 15+00 16+00 17+00 18+00 19+00 ••��•••'�•�••356 NORTH FLOWLINE PROFILE 20+00 d^ m0 WCm.9 m U00co a0)tf� Uer Uep WM O06 M ON 00 mt o�p to 6`i� 00i mU cVWn cpN to 0�0� co 00 M 0 t'7 t•j MM � r7 O M to d' � 00 m scq - wo 362 ..... . . . . o=y. ± N "' �- 0) ♦ UU 00i .d: rn� M Mt j N . . . . . . . . . '� + ao + t+n Gi to a+ Cj II co EX/S`n1VG GROUM PROF/LE : : la- ' .� _ . : . . . : . : . . . . . . . . . . ' . . . . r� . . . . . . . . w 362 . ....... .. ...... . . .... . .. .. .. ....... . : .. .. .. A...'O...U-rH ....NE i �' � J 0) . . . . . . . . . . : : : : . . . .: 360 ....:... :.. i� :...:.. ; .. . . ' : •' ' : • �- •�,� ..... . .. . .� • .�� ..� �.� .�- �. i..i L� .d.. i..• .i.V v �..� ..r \'-S ...r. . • . . . _^ . . . ._• . • • . . . ' • .�� w.r -... • • �� -p. �w .�. T• -- :.. +.0.43 50' -0.20 : :...:360 :Vr:RTICAL CURVE'. . . . . 095 . 358........ : +0.4s ..... . . +0.20 +0.20 . . . . . . . . . . . . . . . . . . . . . . . . 0.2595 L)t�S%G!V' �'LDWt/lVE pi'dF/LE' . . . . . . .. . . . . . `0.2595 ...........................................................:...:...:...:...'. :...;...;...:358 SLOPE m 2 0� . . . . . . . . 356:...:... TOTEMPORARY SUMP 9+00 .10+00 11+00 12+00 13+00...........14+00...........15+00...........16+0' ..........:...:...:...:...:...:...:...:...:...:...:...:......:...'356 SOUTH FLOWLINE PROFILE 6+00 17+00 18+00 19+00 20+00 10' 1 I 1 1 1 1 I 1 1 I 1 I 110' \tAEER * b co O IW M� �0 0O� p w6- Vc` dy j w -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' CURVE TABLE W) C50 CURVE LENGTH RADIUS TANGENT DELTA C1 188.61 500.00 95.44 ' C2 181.07 480.00. 91.62 1 '4 " C3 59.52 520.00 29.80 " C4 29.93 20.00 18.57 ' 7" C5 94.31 500.00 47.29 4" C6 98.08 520.00 49.19 p• 4" C7 90.53 480.00 45.40 " C8 31.42 20.00 20.00 " C9 28.41 35.00 1 15.04 g " C10 200.12 4200. -- " \tAEER * b co O IW M� �0 0O� p w6- Vc` dy j w -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' JOB No.: cfl DWG FILE: W) C50 DATE: 4/09/03; DRAWN BY: LGH; CHECKED BY: MCD SCALE: AS NOTED N i Ti i 08 y i W) Lai i 0 w co a _ 1 LAj W) •.. ...... .. ....... V) .r n;:. i:r �lu:u i�Yar• ------------ {:fit' \ .tft..Y{Y '•..f.f NN: u.uu..f.f.yrY. u{ou.r■ �• JOB No.: cfl DWG FILE: 1660ST07 DATE: 4/09/03; DRAWN BY: LGH; CHECKED BY: MCD SCALE: AS NOTED W) Lai co a W M W 09 r FW- O CL N 0 w > W JOB No.: 02-1660 DWG FILE: 1660ST07 DATE: 4/09/03; DRAWN BY: LGH; CHECKED BY: MCD SCALE: AS NOTED SHEET 7 OF 10 SHE 0 0 7 CONSTRUCTION 69 - NOTES CURVE LENGTH I m 0; CONSTRUCT 4" TYPE "C- (ROLL-TOP) CURB & GUTTER PER C.O.E. STD. DWG. S-1. WITH 4.5' WIDE w COMBINATION SIDEWALK PER C.O.B. STD. DWG. S-3. 364 ............. C2 06 V) ........ (n .............. CONSTRUCT 6" TYPE "B" CURB & GUTTER PER C.O.B. STD. DWG. S-1. WITH 4.5' WIDE COMBINATION 13.70 SIDEWALK PER C.O.B. STD. DWG. S-3. co C:). C4 O CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.S. STD. DWG- S-36. C5 31.42 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-3�1 (CONTRACTOR SHALL COMPACT .............................. 6" CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF l' EI ER SIDE TO 957. MAX. DENSITY) ULJ CONSTRUCT CHRISTY GRATE PER DETAIL ON SHEET 2 (OR APPROVED EQUAL) AT HESr FLOWLINE CONSTRUCT 6" CONCRETE CURB PER DETAIL ON SHEET 2. _7 .... ....... '360 O CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG- S-12. ..................... . NATURAL qRqUNQ CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. S-41. .............. ..... .. LAJ 358....:...:... L0 ............. 1-5.25% ......................................................... 358 ... ........................... 10+00 11+00 12+00 - - --- - - :...:...:.............. N LAI c%j .21i r. 4- >- ul 364 m 0; 10 Lo ............. 364 ......... ��Z ............. iu . . . . . . . . . . . . . . . . . . . . . . fill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O. . . . . . . . . . . . . . . . . . CL . . . . . . . . . . . . 0 19 17 28 O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S-29 + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. S-40. -<:::)- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) R/W & BC PROPOSED RIGHT-OF-WAY AND BACK OF CURB -PS- PROPOSED SEWER ---PD--- PROPOSED STORM DRAIN - -EX. EP- - EXISTING EDGE OF PAVEMENT ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANIOUTS, VALVE BOXES ETC. TO GRADE. 20' TEMP. SLOPE EASEMENT TO BE DEDICATED ON FINAL MAP --Ps b 20' -PS- - 4- - ------ + 11 tooi 12 TURF. IMPROVEMENTS C4 L/S AREA - - - - - - - - - 8 Typ INSTALL W-31 SIGN WITH RED TYPE N MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 29 R, (PRIVATE STREET) VA I GOGH WAY CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY RECORD DRAWING QNRSf, BY. FRED W. PORTER, RCE 33448 EXP. HORIZONTAL- 1"= 50' VERTICAL: 1"= 2' + co w w cn 34 33 1 60' WIDE SIDEWALK 4* TYPE *C* ROLL Top SEE PLAN VIEW FOR GRADING PLANE CURB AND GUTTER PER STRUCTURAL SECTION 0.3' BELOW FLOW17JNE C.O.B. STD. S-1. ELM- CURB TO CURB COMPACT 6" MIN. UNDER CURB, GUTTER (60" WDE) & SIDEWALK AREAS 0 fw\ TWICAL PRIVATE -27REIET-SEan 6 NO SCALE 13 of 201 1 A20' 10' � IIF 1 ' V' t lid e + 12 0 t - o vs DATE TRACT BOUNDARY (PRIVATE STREET) MONET PLACE CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GIRD. COMPACTED TO 95% MAX.- DENSITY 69 - & C) oco 00Lo CURVE LENGTH I m 0; w 9 0; M cq Mto DELTA Cl 29.93 w 18.57 85*45'07* 364 ............. C2 06 V) ........ (n .............. 364 35.00 901DO'00" CAD to + 0 - 13.70 35.00 6.94 .2225 co C:). C4 ................................ 84.00 202.061 0 W X LLJ C5 31.42 20.00 20.001 362:...:...: .............................. 362 + to 04 + m to flIVO.GROUND PROFILE ULJ ......................... AT wrsr noKINE, .. I ........... AT HESr FLOWLINE 360:...:... _7 .... ....... '360 .................... ........ \_SLOPE 0 2:1 TO' NATURAL GROUND . . . . . . . . . . . . ..................... . NATURAL qRqUNQ .............. ..... .. LAJ 358....:...:... L0 ............. 1-5.25% ......................................................... 358 ... ........................... 10+00 11+00 12+00 - - --- - - :...:...:.............. N 1 WEST FLOWLINE PROFILE .21i r. IN (URVE >- ul 364 m 0; 10 Lo ............. 364 ......... . ............. iu . . . . . . . . . . . . . . . . . . . . . . 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O. . . . . . . . . . . . . . . . . . CL . . . . . . . . . . . . . . � 362 .... + .:...:...:...:362 358 .............. .............. I ........... ...... +0-6 EklS777VG GROUND PROF/LE ........ ...... A-PeAsr-noww 360 . .......... .......... 360 . . ......... . 010% SLOPE 0 2:1 TO* 'NATURAL DEVON f40KIAC PROFILE............... . I ....................... .............. + GROUND .................. FL 0KINE-1 PROFILE - 358 ...... 356 9+00 '358 10+00 11+00 12+00 14+00 15+00 EAST FLOWLINE PROFILE RECORD DRAWING QNRSf, BY. FRED W. PORTER, RCE 33448 EXP. HORIZONTAL- 1"= 50' VERTICAL: 1"= 2' + co w w cn 34 33 1 60' WIDE SIDEWALK 4* TYPE *C* ROLL Top SEE PLAN VIEW FOR GRADING PLANE CURB AND GUTTER PER STRUCTURAL SECTION 0.3' BELOW FLOW17JNE C.O.B. STD. S-1. ELM- CURB TO CURB COMPACT 6" MIN. UNDER CURB, GUTTER (60" WDE) & SIDEWALK AREAS 0 fw\ TWICAL PRIVATE -27REIET-SEan 6 NO SCALE 13 of 201 1 A20' 10' � IIF 1 ' V' t lid e + 12 0 t - o vs DATE TRACT BOUNDARY (PRIVATE STREET) MONET PLACE CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GIRD. COMPACTED TO 95% MAX.- DENSITY 32 LZ -FT Z -FT �j x -See - - - - - US AREA N 15 16 20 0 UTURE IMPROVEMENTS 0! U US AKEA of 20 6' - TEMP. �E EASEMENT TO BE DEDICATED ON FINAL MAP CURVE TABLE Ix ul) 8 '-� CURVE LENGTH I RADIUS TANGEN DELTA Cl 29.93 20.00 18.57 85*45'07* 00 C2 54.98 35.00 35.00 901DO'00" CAD to C3 13.70 35.00 6.94 .2225 t 35 C4 197.70 1 84.00 202.061 0 W X LLJ C5 31.42 20.00 20.001 32 LZ -FT Z -FT �j x -See - - - - - US AREA N 15 16 20 0 UTURE IMPROVEMENTS 0! U US AKEA of 20 6' - TEMP. �E EASEMENT TO BE DEDICATED ON FINAL MAP 0) HORIZONTAL: 1"= 50' VERTICAL: 1"=. 2' ON CURVE Q Ix ul) 8 '-� 0 o:: C -4c-4 0 c4co C>04 r -t- w ................. I .......... m P�z w ww 00 w 0606 top m r x CAD to > .....+ + . . ...... .... A r cjsTapKINi� .... .. . .......... (o w * CL CL 0 to 0 W X LLJ + 0 cf- (L ....... 0 ui.=* EXISTING GROUND PROF/LE + to 04 + m to a_ 0) HORIZONTAL: 1"= 50' VERTICAL: 1"=. 2' WEST FLOWLINE PROFILE ON CURVE Q Ix ul) 8 '-� 0 o:: C -4c-4 0 c4co C>04 r -t- 0) ................. I .......... m P�z r- 362 M 066 006 006 toto QM a Lo w 0606 top 006 co r CAD to ....................... .... .....+ + . . ...... .... A r cjsTapKINi� .... .. . .......... w P 362 .................... ....... to ............ .................. + C3 .0w ................ (n ....... + EXISTING GROUND PROF/LE + to 04 + m to a_ ULJ ..... F- AT HESr FLOWLINE SLOPE 4i 2-1 TO .................... ........ .............................................. . . . . . . . . . . . . ..................... . NATURAL qRqUNQ Lij rt) LAJ 358.'. .................... L0 ............. 1-5.25% ......................................................... 360 ....... ... ........................... 358 - - - - - ...............:... - - --- - - :...:...:.............. N DESIGN -f 7- 0 K 11VE PROFILE - ........:360 ........................... 356 9+00 10+00 11+00 OPE 0 2:1 TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NATURAL. GROUND. +0.20% 358 .............. I ..... ............ I ........... ...... +0-6 6-- +0.20% . ... . . . ......... . .. ........ . . I ...... I .......... DEVON f40KIAC PROFILE............... . I ....................... .............. 356'. ........... ...... 356 9+00 10+00 11+00 12+00 13+00 14+00 15+00 WEST FLOWLINE PROFILE EAST FLOWLINE PROFILE 0 It w w 00 0 a. r.: w C-4 uj 0 r - 00 CD 362 .............................. ................. I .......... 4 ....................... Qo6 362 CF�o 8 Mo EXISTING GROUND PROFILE r CAD to ....................... .... .....+ + . . ...... .... A r cjsTapKINi� .... .. . .......... .. .. ........ ............ 360 ....... ........................ ....................................................... 0) .. ...... 360 ULJ ..... F- SLOPE 4i 2-1 TO . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NATURAL qRqUNQ Lij rt) LAJ 358.'. .................... 1-5.25% ......................................................... 358 +0.2096 DESIGN -f 7- 0 K 11VE PROFILE - 356' ........................... 356 9+00 10+00 11+00 12+00 13+00 14+00 15+00 EAST FLOWLINE PROFILE JOB No.: 02-1666 C-4 uj 0 DATE: CD DRAWN BY: LGH; C14 04 RAR SCALE: AS NOTED; CF�o SHEETSl r CAD to it 0 ULJ F- Lij rt) LAJ _j C4 LAJ ........... JOB No.: 02-1666 DWG FILE: 1660ST08:1 DATE: i/09/70 DRAWN BY: LGH; CHECKED BY: RAR SCALE: AS NOTED; SHEET 8 OF 10 SHEETSl GENERAL DELINEATION NOTES: TRAFFIC STRIPING, PAVEMENT LEGENDS, RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY, 1E �2 PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/ O3 ALL CONFLICTING MARKINGS SHALL BE REMOVED -BY WET SANDBLASTIN( ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRYED OFF A' ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ® ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE CALTRANS "MANUAL OF TRAFFIC CONTROL, 1990". O ALL TRAFFIC SIGNS SHALL 13E PER CALTRANS SIGN SPECIFICATIONS. TAPER "A" STATION OFFSET 38+48.27 5.00' RT 38+58.27 -4,67' RT 38+68.27 T 38+78.27 ' RT TANGENT 39+08.27 oW LT 39+18.27 59+41.28 39+28.27 7' 39+38.27 00t LT TAPER "F" STATION STATION OFFSET 59+01.28 4.00' RT 59+11.28 79' RT 59+21.28 3.17' RT 59+31.28 2.12' RT 59+41.28 ' RT 59+51.28 1 T 59+61.28 3.50' 11-12' 59+71.28 5,79' -LT LT 59+81.28 7. T 59+91.28 9,12, LT 60+01.28 10.17' T 60+11.28 10,79, LT 60+21.28 1 ' 32+96.24 I z(t) 'Z 1w 4 F- Q � z 10 _ m U Q W Q W min TAPER "B" STATION OFFSET 43+68.97 5,00' R 43+78.97 4,67' 1 43+88.97 7' RT 43+98.97 ' RT TANGENT 44+28.97 4.00* T 44+38.97 5.67' ILT 44+48.97 .67' 44+58.97 ' LT I TAPER "G" STATION OFFSET 59+01.28 2.00' RT 59+11.28 1.79' RT 59+21.28 1.17' RT 59+31.28 .12' R 59+41.28 1. T 59+51.28 1' LT 59+61.28 5.50' L 59+71.28 7.79' LT 59+81.28 7' LT 59+91.28 11-12' 60+01.28 .17' T 60+11,28 1 :7 ' 60+21.28 13. 0' LT L TAPER *C* STATION OFFSET 45+08.97 7,0W RT 45+18.97 7' RT 45+28.97 7' RT 45+38.97 4 ' gT TANGENT 45+68.97 32+06.24 45+78.97 ' LT 45+88.97 4,67, LT 45+98.97 5,00, LT TAPER "H" STATI STATION OFFSET 31+76.24 7.00' RT 31+86.24 4' R 31+96.24 6.37' RT 32+06.24 5 g' RT 32+16.24 50' RT 32+26.24 3.2W RT 32+36.24 NGENT T 32+46.24 T 32+56.24 0,50, LT 32+66.24 1,59, LT 32+76.24 ' T 32+86.24 4' LT 32+96.24 III _> v T ® ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. <7 STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. �8 STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 TA TA ER "D" STATI I OFFSET 51+79. 1 5.00-' RT 51+89.1 T 51+99.1 T 52+09. 1 2,00! RT 4 NGENT 52+39.v 4 T 52+49. ' LT 52+59. T 52+69. -7,00! LT 6 SUMP TAPER ER "I" OFFSET STATI I OFFSET 31+76.4 1 5.00' RT 31+86. 4 4.67' RT 31+96. 4 1 3 7' LT 32+06.4 .00' LT 2.00' RT Q �% ;,% NGENT 32+36.4 ' T 32+46.4 ' T 32+56. 4 ' If II 11 it 32+66. 4 7,00' 6 SUMP TAPER "E" STATION -- OFFSET 54+82.05 T 54+92.05 ' 55+02.05 ' RT 55+12.05 T TANGENT 55+42.05 0' LT 55+52.05 g ' 55+62.05 7' LT 55+72.05 .00' LT 7 PROPOSED WELL SITE - - .rt -A- --- STRIPING LEGEND 2oA AND A20 -C. NUMBER IN 0INDICATES DETAIL NO., ON STANDARD PLANS. ® INSTALL "BIKE LANE" AND BIKE LANE ARROW PER CITY OF BAKERSFIELD STANDARDS W-] 12' WIDE X -WALK PER CALTRANS STANDARDS []S "STOP" MARKING PER CALTRANS STANDARDS .�" TYPE TZ ARROW PER CALTRANS STANDARDS (SEE PLAN FOR DIRECTION) 0 SIGN LEGEND N INSTALL ROAD SIDE SIGN AS INDICATED ❑ EXISTING SIGN TO REMAIN ® REMOVE EXISTING SIGN Q EXISTING SIGN TO BE RELOCATED SIGN LOCATION 23 M • -__ ----------- ------------ ----------- --------_- -_ �__- ___---- --------ra___-ar---------- -- ----- _ -__ ___-- __/,Y�7�•- SEE TAPER TABLI" ---« - _ -- - RP 30 "3 I- 3 32 :ter. "-' `.� .� �'r i e ae a'4m. a� a a"ir s - - - anis moi. - - - - - s �.�.� a �. _� �r '� 3 °' M �'❑$ 3 _ 04 - SEE TAPER TABLE "H" -_----__�____ N - ^-----------------r----------------�------- - -----" t _____________________ -------------------------------ifl-----------__ /�� t1 1! 1 I t I I I It tt I I I I I I / t t tl 1111 I t I I 11 II i1 1► I t i ; i t l It I NOT A PART OF THIS PROJECT (SHOWN FOR REFERENCE ONLY) I I II t t 1 I t I 10 N nQ a. 3 2 1 - - --V2+02-97 42+16.97 -- - to 9 ---- .= 9 `.�...__��..BA ..,.�..�S9G.�...�_..._._._ ��_..._._ r.�.,.�.._ _. N R11 K 39 40 1. 44 46 47 W 0 L '04 (a wo 37 ;1 50+-7.81 m �- WR11 K m 7 iV i. _-T_72 L LLJ R10 42+1$.97 a 01. ^ - 50 ---'-7- � �?.. >7 SEE T PER TABLE "A" 41+66.31 ' RP 1 RAD. FSEE TAPER TABLE "B" SEE TAPER TABLE "C" 47+50.94 47+64.97 ®RIO 49+77.15 50+29.81 �,. NI J O W. RP 1 RAD. R11 EC 60 RAD. RP 2 RAD. RP 1 RAD. ' W RP 2 RAD. --------------------------- -_-_--_-_-_---_-_--_----_---_--_=--__-_-_-__-- --- _ rW^ _ - _ --___ ^---^---_ __- _-___-- t FRONTAGE ROAD --------------- -----------______--__-__- II !t.'-----------------�___-------_---_-.--------------------------------------------_--------------r----------------------------------------_-____-------_-____-_-_______-__-_------------__--___------------------------------------------_--_-_-_--_-_-----_-_---________--____-_----_--__-_-_------_--_-_-_-_---_-_--_---------- _--_--_ -------_----------------IIn lfill I i II _ fill it till _ I f }11Q III ��- I fill 1 11 11 I fill II I � IfEET 1f If Il II I I) OTwUR S' I it (n H 11ALL FU rRIPINd IS SH6WN St SH 0� Z t0 Q 37 36 35 34 33 o c 38 til u- Z I I I 7p' WIC i 9 61' it J t II 1 f <^ �� I l /1-7111111111 A 111111110 Io vi Mim < J/ ap 50+IT8f 50+27.81 '- 9 '- - -- - PROPOSED EDGE OF PAVEMENTcoin I 1. 52 54 5 + -------�._-�. ; N y58' _, _ - - _ - _ _-=Mir�r--- ----. _-_-__-=._:.r-- m _� ^ - -•---- ----F- - - -1 +- -------F-----I-- ---F-- - -I-- - - - 59 .-� 60 61 62 62+9 .01 63 50 "tom - r W � R10 49+7?.15 50+29.81 SEE TAPER TABLE "D" 7 385' TRANSITION _ Z RP 2 RAD. RP 1' RAD. REMOVE ALL.. EXISTING STRIPING WITHIN THESE LIMITS FRONTAGE ROAD GASLr� MARKER41 -----------_----------------------_---------------------------------------------------------.------------------------------------------------------------------------------------__------------------------------------------- fit _T--��__�_ti�--_------------------------------------------------------ /.,;---__ - - - -_----------- ------ -� i I- I� ��;� ;�► I I I I I I i I 11 I it I it fill Y I II m IIN. ERIM. MEDIAN AND STRIPING D S16N it II II I I II II II 11 ; 4 1 11 I► -N- HORIZONTAL: 1"= 50' R8 1=1 I--�- B 1660ST09 DATE: b ;d Q DRAWN BY: 4D I CHECKED BY: a J 6+46 t J -t -e- W7 W 7 0 0 36+98.27 N7 � W RP 1' RAD. m m w < Ld 2 Ld r' - -- Q �% ;,% FRONTAGE ROAD fl II ;; It i i+ * �G�t1EER b / If II 11 it Qom - tl CID ;; ; 1 III _> v If ii;l °f-�* V 0- y W W �� 93� 37 ;1 50+-7.81 m �- WR11 K m 7 iV i. _-T_72 L LLJ R10 42+1$.97 a 01. ^ - 50 ---'-7- � �?.. >7 SEE T PER TABLE "A" 41+66.31 ' RP 1 RAD. FSEE TAPER TABLE "B" SEE TAPER TABLE "C" 47+50.94 47+64.97 ®RIO 49+77.15 50+29.81 �,. NI J O W. RP 1 RAD. R11 EC 60 RAD. RP 2 RAD. RP 1 RAD. ' W RP 2 RAD. --------------------------- -_-_--_-_-_---_-_--_----_---_--_=--__-_-_-__-- --- _ rW^ _ - _ --___ ^---^---_ __- _-___-- t FRONTAGE ROAD --------------- -----------______--__-__- II !t.'-----------------�___-------_---_-.--------------------------------------------_--------------r----------------------------------------_-____-------_-____-_-_______-__-_------------__--___------------------------------------------_--_-_-_--_-_-----_-_---________--____-_----_--__-_-_------_--_-_-_-_---_-_--_---------- _--_--_ -------_----------------IIn lfill I i II _ fill it till _ I f }11Q III ��- I fill 1 11 11 I fill II I � IfEET 1f If Il II I I) OTwUR S' I it (n H 11ALL FU rRIPINd IS SH6WN St SH 0� Z t0 Q 37 36 35 34 33 o c 38 til u- Z I I I 7p' WIC i 9 61' it J t II 1 f <^ �� I l /1-7111111111 A 111111110 Io vi Mim < J/ ap 50+IT8f 50+27.81 '- 9 '- - -- - PROPOSED EDGE OF PAVEMENTcoin I 1. 52 54 5 + -------�._-�. ; N y58' _, _ - - _ - _ _-=Mir�r--- ----. _-_-__-=._:.r-- m _� ^ - -•---- ----F- - - -1 +- -------F-----I-- ---F-- - -I-- - - - 59 .-� 60 61 62 62+9 .01 63 50 "tom - r W � R10 49+7?.15 50+29.81 SEE TAPER TABLE "D" 7 385' TRANSITION _ Z RP 2 RAD. RP 1' RAD. REMOVE ALL.. EXISTING STRIPING WITHIN THESE LIMITS FRONTAGE ROAD GASLr� MARKER41 -----------_----------------------_---------------------------------------------------------.------------------------------------------------------------------------------------__------------------------------------------- fit _T--��__�_ti�--_------------------------------------------------------ /.,;---__ - - - -_----------- ------ -� i I- I� ��;� ;�► I I I I I I i I 11 I it I it fill Y I II m IIN. ERIM. MEDIAN AND STRIPING D S16N it II II I I II II II 11 ; 4 1 11 I► -N- HORIZONTAL: 1"= 50' OB No.: FD to FILE: 1660ST09 DATE: 4/09 03' DRAWN BY: LGH CHECKED BY: MCD SCALE: AS NOTED SHEET 9 OF 10 SHEETS; 'M � o x W M W H Q $ O N W OB No.: FD 02-1660WG FILE: 1660ST09 DATE: 4/09 03' DRAWN BY: LGH CHECKED BY: MCD SCALE: AS NOTED SHEET 9 OF 10 SHEETS; r c 0 r✓ CU I � L c - f L10 m 0 0 cu r~ v v d' cu 0i cu C0 I cp '9 rr cn I- io W Q, z a 0 f Lo Lo I i GENERAL. DELINEATION NOTES: TRAFFIC STRIPING, PAVEMENT LEGENDS, RECESSED MARKERS SH PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED . �2 PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 0 ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDE ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRYER ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLA! ® ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHIM CALTRANS 'MANUAL OF TRAFFIC CONTROL, 1990". LL TRAFFIC SIGNS , SHAH B PER CALTRANS SiGN SPECIFICATI{ APER "A" APER 'B" TAPER "C" TAPER "F" ST ON OFFSET 38+4W7 gT 38+58. jr67' RT 38+68.2 3.6r RT 38+7&27,&v,& ' .RT T G£ 1.3s LT ` 39+0 _ 7 4%& LT 39 .275.67kLT 5.5V LT 28.27 6. 7' 9+38 27 7,00' TAPER "F" STATION I OFFSET 59+01.28 4.W RT 59+11.28 ' RT 59+21.28al' RT 1 59+31.2859+41.2859+51.28 5.5V RT . 59+41.28 1.3s LT ` 59+51.28 3.21' LT 59+61.2859+71.28 5.5V LT 59+71.28 LT 59+81.28 7' LT 59+91.28 9.12' LT 60+01,28 10.17' LT 60+11.28 10,79' 60+21.28 11,06 LT TAPER "G" STATION OFFSET 59+01.28 T 59+11.28 1.7W RT 59+21.28 1.17' RT 59+31.28 5.5V RT . 59+41.28 1.3s LT ` 59+51.28 3.21' LT 59+61.28 5.5V LT 59+71.28 7,79' LT 59+81.28 9. T 59+91.28 11.1 ' LT 60+01.28 :17' LT 60+11.28 1 7 ' T so+21,z8 T TAPER "H" STATION OFFSET 31+76.24 LOW RT 31+86.24 ' RT 31+96.24 ' RT 32+06.24 5.5V RT . 32+16.24 4.5W RT 32+26.24 3.25' RT 32+36.24 52+59.81 1 32+46.24 52+69.81 1 32+56.24 0.50, LT 32+66.24 1.59'LT 32+76.24 T 32+86.24 ' LT 32+96.243,00, LT L BE 4 8 ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. Y, 1992. (D STRIPING STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT :R TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. >WAJAGC)' ® STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE SUNG. THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD FF AND SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. NG. ©g . ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS . BE PER STANDARD SPECIFICATION 8010-21C-19 TAPER "D" STATION OFFSET 51+ i 79 8 R 51+89.81 4.6r RT 51+99.81 3.67' RT 52+09.81 ' RT TANGENT 52+39.81 1 4,00' LT 52+49.81 1 5.87' LT 52+59.81 1 6.67' LT 52+69.81 1 7.00' LT II TAPER "I" I TAPER "E" STATION OFFSET 5A•+82.05 7.W RT 54+92.05 6.67' RT 55+02.OS I 5.67 RT +1205 4.00 RT TANGENT 55+42.05 .00' LT 55+52.05 3.67' LT 55+62.05 4.67' LT 55+72.05 5,OW LT V. HOLLADAY JR. 60558 (EXP. 12/31 /04) STRIPING LEGEND 9 AND A20 -C. NUMBER IN O INDICATES DETAIL NO. ON STANDARD PLANS. SiGN LEGEND 0 INSTALL ROAD SIDE SIGN AS INDICATED ❑ EXISTING SIGN TO REMAIN ;sJI INSTALL "BIKE LANE„ AND BIKE LANE ARROW PER CITY OF BAKERSFIELD a REMOVE EXISTING SIGN � STANDARDS i Q Q EXISTING SIGN TO BE RELOCATED 0 <k1 12' WIDE X -WALK PER CALTRANS STANDARDS -a- SIGN LOCATION "STOP" MARKING PER CALTRANS STANDARDS l•ij z fi .� OW ER =STANDARDS AN FOR DIRECTION) ;' Z W TYPE M: ARROW PER CAA •-t EXISTING` 9- FUTURE 9 ..._._._._._..-.._._.....,.__ M .,___. ....___.. _. CHANN E FUTiIR£I 9 732 TAPER TABLE- "1" _ .__ _ ,.. ..._._._.. .,_...___ ._,._._ . __..._._ .....__.... .._..._. ___.,..... . •. __.._. ._____ ._. E IZ 30 3....._..__.,.......,.. -m,�-.:..,...�,�-,,.��,�.,.�.,xw,.:�,:.>.x...,.,.:�,:....<�.>..a,:,,�:>u�,:.>.,,.:...;�.,>-:».,»�..n,m:.,,:.,.,.x,.>�,h:.v.,<,,..<,.-.w.7:.,.�_�•,�:.-.>�..«:P,>..,:.•.F�:>::,�,u. _ , ec;>3a?'aai,>t :etQste$.r„c..s.s•. k;:> •,.;,x�:.,=' 3 3aY .max..«.�_. 4 RI 5ATE TE STEVE WALKER DATE I� -A\ I� Is 1\ A, w w of fi I 7 SMP PROPOSED z f i WELL SI TE Z (iI ------il-- - ---- I oma_ am F EXISTING 9 " ------ g.�_...,:t>:" SEE TAPER TABLE H _ _,._ . -.. ...� ._ a ?z �_._,.,a,..,._„.m._.. .._ •�, EXISTING EXISTING ; :> REMOVE EXISTING CHANNEL{ZERS REMOVE EXISTING CHANNELIZ£RS /L------------------------------ ------------------ __ / �-----------------i ----- -- ---- r- _ - _______------------------------ ------------- / - `-- ilii It t1 1111 I I i i / 1 1 II 11 1 I 11 I I it I I I I I it it 11 11 # EXISTING (SHOWN FOR REFERENCE ONLY) I t it t t 1 +=-r, I i II i, i i I I If I ' n 10 3 K INSTALL CHANNELIZERS---'--j n co 25 MAX. O.C. (TYP.) l 1 A 10'i W rol 41 :►' cp STING I ly RS L --- �,-----n- J ,---} 6+46.11 # \ - _ - W ZO ;i1 5 7 ..._.: IW 77 M -REMO REMOVE W 4;: FRONTAGE ROAD it 0 <i itt 00Q r; zt # i a M M -s i i t 1 cw O�C�Vi f� X- 4C/ W 0.��,�ls �03?1 37 - - - - - - - - - - �. .. , _ a .::... - ;n °ao 47+ 97 �0+2�:$1 - i n --- ---- --- / ----- -- - i-- -- • Lod 48+01.83 FUT1iRE 9 �- 5& .81 L.. ,�--- /�-----,]f �- /i ---- --r��---- �-----rte- r�r- ir- % - 47+ RAD. tE s m m ;t RP RAD. R10-EIL- I --- ��- -- r - ------39\� -- -� ----'----��---------'y--------'�----- ------�\-- - 47 49+7?.15 49 ' _ 46 R11 V (n W fig. �' - W -._..-rp----rf7----may-- -- i � � i ------ 50 - ---�7--r�----� ---- /---- /�---- /y-----n-----�--- r/� ----� -- 47+50.94 47+84.97 + 1. 49+77.15 O Big - rt -F („IRT h nH _ ,.. p� �H ..w - .., .....,..:.t.-.x�_ .,...:::,......>:..>. .,<TA>P�p ��p /� _! Lij +.�4 Y ++ew,>.�r� . ..�,,,.,,.,..:...w. '-'�rl!k~:.s.,..��..<.:>w::...:»..,:eae,,:.,>,..-�.ro._., ,an.Y �,. � }, REMOVE REMOVE = im _ REMOVE _...._..._._.._._...,....,..._....._._........_.-..,._,_._.,.._...,_,....,__._.__.__,_,___w.__._.._._.,-.._._....________.._. FRONTAGE ROAD � i R1 irZT ALL FUTUR STRIPING IS SHOWN iii t " i " it 3 SHE11-=T at Y ii . ti3 i%ri #' I , J W m zRECORD DRAWING T "IC 1 0 Q � 35 33 37 3 34 €„ I ti I It 70' 38 7t 9' i I tl 61' ii ii 4 it It t 7i' z`-r'S i ii , ; t Lz if ti 1 11 II t# i BY: FRED W. PORTER, RCE 33448 EXP. DATE it \ �._....._..,._... _........---..._._ __..___.._.,._., ___,...,..,_-__.._..,_ _ .` ^ y/ -1--------------=c=====-____________------------ � ^t _ ap O u� ^ FUTURE 9 �. PROPOSED ERG£ OF PAVEMENT \� (DM U.ECGO--R P RELRAD.. '" °� _-__-_--_.__-A--...-__-__.� _ _-._-�------__ __ - -- ,� � �3�` °`_4 27.0 ~ 49t77.12V + 1 ------- ----------------- -------------- - C - ------ r ,..�-..-------_ -- - - - (' 1'-._ - .� {. 5� - 5{`� ..- - - - - ---t-- - - - N 58 - 5� 60 .._ ._ .. _ - _ _ 62 - _. I 62+92.01 W+ri7.15 50+2 .S1 385' TRANSITION Z W RP 2 RAD. RP 1 RAD. SEE TAPER TABLE *Cr -- (REMOVE ALL EXISTING STRIPING VNTtI1N 'MESE LIMITS) J ,. 0 Lj .G w FRONTAGE ROAD I- y i f r .y t 1 7 1 4; it # - • 1 1 BRIMHALL ROAD Nt t Y i` t ' ' fi i 1 Ln i HORIZONTAL: 1 "= 50' Z z � Q T 0� W cL Z ZQ Ww z � O NSW Cc 0. wa � wa:a: cc � cj) m J08 No.: � O C14 11.0;i ■ M � 4/09/03 t1r) CD LGH Y MCD SCALE: AS NOTED SHEET 9R OF 10 SHEETS It W X: c civ o V a x W 1�_ 0 i M C, LLA 1w) M w n.0 xu •uu ¢ Tu■■ ne . is ■... ..... W � � C*4 UJ rvg •u■p■ru« ur s) `�::uuu furor!■. u■■ fur ::Irl.■■ nr.■• ■.,■Dort ...... �..r.... ■ru■ «■■■. «.... 40 LLj ■rr■■u ue■u■■ueu"s■■!u■ .. Z z � Q T 0� W cL Z ZQ Ww z � O NSW Cc 0. wa � wa:a: cc � cj) m J08 No.: � O DWG FILE: 1660ST09R M � 4/09/03 DRAWN BY: LGH CHECKED BY: MCD SCALE: AS NOTED SHEET 9R OF 10 SHEETS W � civ o a x W M M W W Z rn W a W � t3. W 3 Z o N a La a Z z � Q T 0� W cL Z ZQ Ww z � O NSW Cc 0. wa � wa:a: cc � cj) m J08 No.: 02-1660 DWG FILE: 1660ST09R DATE: 4/09/03 DRAWN BY: LGH CHECKED BY: MCD SCALE: AS NOTED SHEET 9R OF 10 SHEETS ITA GENERAL DELINEATION NOTES: "A" STATION 1� TRAFFIC STRIPING, PAVEMENT LEGENDS, RECESSED MARKERS SHALL BE© CALTRANS 5 00' R ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 4.67' RT STANDARD PLANS AND SPECIFICATIONS DATED JULY, 19 2. 38+78.27 OPER PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER O STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT 39+18.27 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/ GC). TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. O ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING ® STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE 9,12' LT ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRYED OFF AND 10.17' LT THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD 10.79' LT ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. LT SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. ® ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE FER O ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION CALTRANS "MANUAL OF TRAFFIC CONTROL, 1990". 8010-21C-19 O5 ALL TRAFFIC SIGNS SHALL BE PER CALTRANS SIGN SPECIFICATIONS. 30 I (( SNEER TAPER "A" STATION OFFSET 38+48.27 5 00' R 38+58.27 4.67' RT 38+68.27 .67' R 38+78.27 .00' RT TANGENT 39+08.27 .00' LT 39+18.27 .67' T 39+28.27 ,67' LT 39+38.27 7.00' LT TAPER "F" STATION OFFSET 59+01.28 4.00' RT 59+11.28 3.79' RT 59+21.28 .17' RT 59+31.28 2.12. 59+41.28 . -RT. 0.67' RT 59+51.28 1.21' LT 59+61.28 3.50' LT 59+71.28 5.79' LT 59+61.28 7.67' LT 59+91.28 9,12' LT 60+01.28 10.17' LT 60+11.28 10.79' LT 60+21.7-8--t-11.001 LT 5 Y �z 17 Q= Q0 LTJ J I m = Q Q W LAJ �w TAPER "B" STATION OFFSET 43+68.97 -5,00' RT 43+78.97 4.67' RT 43+88.97 3.67' RT 43+98.97 00' RT TANGENT 44+28.97 00' LT 44+38.97 5. 7' LT 44+48.97 6.67' LT 44+58.97 7.00' LT TAPER "G" STATION OFFSET 59+01.28 Z00' RT 59+11.28 1.79' RT 59+21.28 .17' RT 59+31.28 0.12' RT 59+41.28 UNIT 59+51.28 3.21' LT 59+61,28 5.50' LT 59+71.28 7.79' LT 59+81.28 9.67' LT 59+91.28 11.12' LT 60+01.28 12.17' LT 60+11.28 12.79' LT 60+21.28 13.00' LT TAPER "C" STATION STATION I OFFSET 45+08.97 7.00' RT 45+18.97 --6.67' 6.37' RT R 45+28.97 5.67' RT 45+38.97 4.00' RT TANGENT 2.00' RT 45+68.97 2.00' T 45+78.97 32+66.24 T 45+88.97 4.67' LT 45+98,97 5.00' LT TAPER "H" STATION OFFSET 31+76.24 7,00' RT 31+86.24 6.84' RT 31+96.24 6.37' RT 32+06.24 5, T 32+16.24 4.50' RT 32+26.24 3.25' RT 32+36.24 2.00' RT 32+46.24 0.75' RT 32+56.24 0.50' LT 32+66.24 1.59' LT 32+76.242.38' T 32+86.24 ,84' LT 32+96.24 3.00' L TA ER "D" O OFFSET .1 ' RT .1 4. 7' RT .1 ,67' RT .1 I 2 00' RT T NGENT.1 32+36. 4. 0'.1 32+46.4 7' T . 1 6.67' LT .1 7.00' LT TA ER '"1" STATIO OFFSET 31+76. 4 5.00' RT 31+86. 4 4.67' RT 31+96. 4 3.67' RT 32+06.4 2.00' RT T NGENT 32+36. 4 4.00' LT 32+46.4 5,67' LT 32+56.4 .67' LT 32+66. 4 7.00' LT SUMP TAPER "E" STATION OFFSET 54+82.05 7.00' RT 54+92.05 6.67' RT 55+02.05 5.67' RT 55+12.05 4,00' RT TANGENT 55+42.05 .00' 55+52.05 7' L + 4.67' LT I 5.00' LT - - - - -nr- ---IT _/4,_ 7 PROPOSED WELL SI TE .11 STRIPING LEGEND 2oA AND A20 -C. NUMBER INO INDICATES DETAIL NO. ON STANDARD PLANS. © INSTALL "BIKE LANE" AND BIKE LANE ARROW PER CITY OF BAKERSFIELD STANDARDS SIGN LEGEND INSTALL ROAD SIDE SIGN AS INDICATED ❑ EXISTING SIGN TO REMAIN e REMOVE EXISTING SIGN Q EXISTING SIGN TO BE RELOCATED ® 12' WIDE X -WALK PER CALTRANS STANDARDS -a- SIGN LOCATION I i ii ❑S "STOP" MARKING PER CALTRANS STANDARDS I i ii I II 23 I i ri .� TYPE T7 ARROW PER CALTRANS STANDARDS (SEE PLAN FOR DIRECTION) III L wo tG 91 e\ '7 j c , I r j ¢ I ommon. I II Iu III JOB No.: 02-1660 DWG FILE: 1660ST10 Q Lel J t1� --- CHECKED BY: MCD ru SHEET'; 10 OF 10 SHEETS J 0 27 AD. / ------------------------------------------- cc 71 0 uj U) ---------------- 9 ..Y■..■1 ..■■../ ■Y■■Y . ■■..Y■Y■ 39 ■..■■Y.I 9 0 N i --„---------------- YY■■Y.■.Y■Y.Y■..■.I �1..■ - .■...�IYt �. ...,� ■■■..■„ �� .� .■■■•� ■■■■■� SEE TAP■ER TABL��I" ..�■� .iY�l 35+89 30 I (( SNEER CIL 32 � RP 2 QC° iii om' II I I � � � O dp � u v> a ►� I I 1 W'r M I > V U I I 11 rl 1 II I ►i. � do- odd x '� 0 33 34 0 �� SEE TAPER TABLE "H" C co • N LAJ M _Z _-� -_`�_-_ --------------- -------- .■. .■...■■■.■ I W r _____ __ --------------- - ---------------�\\ i• ::.■.... ,.........:..... .. ..... i � .. milli. �Li)� ............. ........................... .. i i i i nil II11 i i i I i � i l i I I II II 1 1 If i i I I I I I j I I II 11 11 I I I i i 1 1 II i I cx I I I I I i ii I i I I NOT APART OF THIS PROJECT (SHOWN FOR REFERENCE ONLY) I I if I I II it 1 II I I II { a. I it W 3 0 W_ O w 0- cl g 10 N 3 2 38 (n A Q B w conn s' _ = 10'� zo' 20' 20' 10' 0- CL � 10 10 i 0' L wo 37 9 iv 50+1381 5. O+ 1 m� 57.99 57.83 N .95�� ■■■■■AI ■■•■■.� �� .� �� ..�. �� .1. ■■.■.1 ..� �•� ■r■■� Y■.■•� �� rww� �.� ..� ■■r■r�l .�.� �■. .� .I..� �.� �� ...� �� .. .�.. �.� .�59.09 � I LIL .11 a 58.03 3 iv ��9. N-RP�RZ.21 RIO 59.42 N ■ �.� .�� E Q i�iiiD■■r■� - $ +0 -- - ^ 46 47 59.14 49+77.15 R11 49 K m _j 7 57.93 iv i• -- - 58.00 AC 57.72 57.70 58.03 58.13 �+- r � 58,gg 59.02 AC'17 + 59.42 n 50 J --+ '- 11.1 >7 \- SEE TA ER TABLE A AC 58.66 AC AC AC' 47+50.94 +01.6 49+77.15 z 40 AC AC AC AC AC SEE TAPER TABLE "C" RP 1 RA 47+64.97 59.48 R` p �T RAD. R10 59.63 59.92 50+29.81 J 59.26 EC 60 RAD. 59.62 �- RP 1' RAO. I L J R11 - 559,71 = m -----------------------------------------------------------------------------------------------------------------------------------------------------------------------_-------------___----_____----------___------------------------------------ I L.LJ \�`---------------- W FRONTAGE ROAD II Ii ----------------------------- --------------------------------------------------------------------------------------------------------------------- cn II II � - - - - - -------------- ------------------------------- ----- ----------------- - - - - ii ii If I�� I I u if IIII I ii iiiii I i ii � ii II n ii i' I I I I I I 11 ii it II I � ( I + II Q it ( I I II .�,,,,,► II r � It II iii ' I I I I Ir If I { I I � i?' �� I ii ii iii I I I I I ( i it ii Y iii I U w Z RECORD DRAWING a t��sE .:. ,...,.:��.:.., m 37 36 35 34 33 a m z / 70'Fit is, I 1�rlj� I II BY: FRED W. PORTER, RCE 33446 EXP. DATE I W 1 . io AL 39 Cji3 B `'' 9 3 in F 1.��■ �� 1■�� Y�� ccoo � X'°_to -9�9x 9 SEE TAPER TAB„GL.&AD• \:J 1_XC A -------------------- _ ____ 4 +77.1 K � �3.9�" 59.12 AC QAC 6'�ii� � �0.'3� 55+27.01 -- _ N r, 57 iv 5$ "� - - '? 62 1` cn _ 50 - +- 513 - --+- _ 5-14-- ^ ---t-- - 5 - --+--- - 60 - LAJ 49+77.15 R10 59.63 59.5 50+29.81 59.84 N RP 2 RAD. AC 60.32 o N z AC RP 1' RAD. AC SEE TAPER TABLE "D" „ „ 4 SEE TAPER TABLE "F" 59.62 59 9 59 71 AC SEE TAPER TABLE E RP 1 RAD. --1 O AC I AC AC 9.20 LT ^ '�" �.Y. c1`1 9 ------------- -----, cn FRONTAGE ROAD GAS LIN MARKER -----'.---------------------'------______^_-------=_---_--_---------_-_----=--___----__^_____^---__^____-_-________--_ _---------------^----------_ _-__-------__--------------- \\\\ \\ "-------..----------------------------------------------------------------------------------------------------------------- ----- NOTE: EXPANSION ALONG SOUTH SIDE (COUNTY OF KERN) SHALL BE DONE WHEN DEEMED NEC \� \A Y BY THE CITY OF BAKEI`lFIEtD i I , II i THIS DESIGN SUBJECT TO CHANGE WIZEN AN APPROVED SITE PLAN FOR THE PROPOSED - --, COMMERCIAL SITE IS D NE (NOT A PART OF THIS PROJECT). I II it I I IuYz iii I I ( III ( I I BRIMHALL ROADm U.L IMAT M DIAN AND STRIPING D IGN V10 W la 63 tG 91 e\ '7 j c , I r j ¢ I ommon. JOB No.: 02-1660 DWG FILE: 1660ST10 Q Lel J t1� --- CHECKED BY: MCD W Z SHEET'; 10 OF 10 SHEETS J 0 27 AD. 37 9 iv 50+1381 5. O+ 1 m� 57.99 57.83 N .95�� ■■■■■AI ■■•■■.� �� .� �� ..�. �� .1. ■■.■.1 ..� �•� ■r■■� Y■.■•� �� rww� �.� ..� ■■r■r�l .�.� �■. .� .I..� �.� �� ...� �� .. .�.. �.� .�59.09 � I LIL .11 a 58.03 3 iv ��9. N-RP�RZ.21 RIO 59.42 N ■ �.� .�� E Q i�iiiD■■r■� - $ +0 -- - ^ 46 47 59.14 49+77.15 R11 49 K m _j 7 57.93 iv i• -- - 58.00 AC 57.72 57.70 58.03 58.13 �+- r � 58,gg 59.02 AC'17 + 59.42 n 50 J --+ '- 11.1 >7 \- SEE TA ER TABLE A AC 58.66 AC AC AC' 47+50.94 +01.6 49+77.15 z 40 AC AC AC AC AC SEE TAPER TABLE "C" RP 1 RA 47+64.97 59.48 R` p �T RAD. R10 59.63 59.92 50+29.81 J 59.26 EC 60 RAD. 59.62 �- RP 1' RAO. I L J R11 - 559,71 = m -----------------------------------------------------------------------------------------------------------------------------------------------------------------------_-------------___----_____----------___------------------------------------ I L.LJ \�`---------------- W FRONTAGE ROAD II Ii ----------------------------- --------------------------------------------------------------------------------------------------------------------- cn II II � - - - - - -------------- ------------------------------- ----- ----------------- - - - - ii ii If I�� I I u if IIII I ii iiiii I i ii � ii II n ii i' I I I I I I 11 ii it II I � ( I + II Q it ( I I II .�,,,,,► II r � It II iii ' I I I I Ir If I { I I � i?' �� I ii ii iii I I I I I ( i it ii Y iii I U w Z RECORD DRAWING a t��sE .:. ,...,.:��.:.., m 37 36 35 34 33 a m z / 70'Fit is, I 1�rlj� I II BY: FRED W. PORTER, RCE 33446 EXP. DATE I W 1 . io AL 39 Cji3 B `'' 9 3 in F 1.��■ �� 1■�� Y�� ccoo � X'°_to -9�9x 9 SEE TAPER TAB„GL.&AD• \:J 1_XC A -------------------- _ ____ 4 +77.1 K � �3.9�" 59.12 AC QAC 6'�ii� � �0.'3� 55+27.01 -- _ N r, 57 iv 5$ "� - - '? 62 1` cn _ 50 - +- 513 - --+- _ 5-14-- ^ ---t-- - 5 - --+--- - 60 - LAJ 49+77.15 R10 59.63 59.5 50+29.81 59.84 N RP 2 RAD. AC 60.32 o N z AC RP 1' RAD. AC SEE TAPER TABLE "D" „ „ 4 SEE TAPER TABLE "F" 59.62 59 9 59 71 AC SEE TAPER TABLE E RP 1 RAD. --1 O AC I AC AC 9.20 LT ^ '�" �.Y. c1`1 9 ------------- -----, cn FRONTAGE ROAD GAS LIN MARKER -----'.---------------------'------______^_-------=_---_--_---------_-_----=--___----__^_____^---__^____-_-________--_ _---------------^----------_ _-__-------__--------------- \\\\ \\ "-------..----------------------------------------------------------------------------------------------------------------- ----- NOTE: EXPANSION ALONG SOUTH SIDE (COUNTY OF KERN) SHALL BE DONE WHEN DEEMED NEC \� \A Y BY THE CITY OF BAKEI`lFIEtD i I , II i THIS DESIGN SUBJECT TO CHANGE WIZEN AN APPROVED SITE PLAN FOR THE PROPOSED - --, COMMERCIAL SITE IS D NE (NOT A PART OF THIS PROJECT). I II it I I IuYz iii I I ( III ( I I BRIMHALL ROADm U.L IMAT M DIAN AND STRIPING D IGN V10 W la 63 tG Q e\ '7 j c , I r j ¢ JOB No.: 02-1660 DWG FILE: 1660ST10 Q Lel J t1� --- CHECKED BY: MCD W Z SHEET'; 10 OF 10 SHEETS J 0 27 AD. I Ld V m w cc Li 0 uj U) ��_-- All cfl Q FRONTAGE ROAD ROAD II �/ i --„---------------- it rl I (( SNEER CIL r l n ii ii QC° iii om' II I I � � � O dp � u v> a ►� I I 1 W'r M I > V U I I 11 rl 1 II I ►i. � do- odd x '� 0 U •r Lv 0 �� 3b 37 9 iv 50+1381 5. O+ 1 m� 57.99 57.83 N .95�� ■■■■■AI ■■•■■.� �� .� �� ..�. �� .1. ■■.■.1 ..� �•� ■r■■� Y■.■•� �� rww� �.� ..� ■■r■r�l .�.� �■. .� .I..� �.� �� ...� �� .. .�.. �.� .�59.09 � I LIL .11 a 58.03 3 iv ��9. N-RP�RZ.21 RIO 59.42 N ■ �.� .�� E Q i�iiiD■■r■� - $ +0 -- - ^ 46 47 59.14 49+77.15 R11 49 K m _j 7 57.93 iv i• -- - 58.00 AC 57.72 57.70 58.03 58.13 �+- r � 58,gg 59.02 AC'17 + 59.42 n 50 J --+ '- 11.1 >7 \- SEE TA ER TABLE A AC 58.66 AC AC AC' 47+50.94 +01.6 49+77.15 z 40 AC AC AC AC AC SEE TAPER TABLE "C" RP 1 RA 47+64.97 59.48 R` p �T RAD. R10 59.63 59.92 50+29.81 J 59.26 EC 60 RAD. 59.62 �- RP 1' RAO. I L J R11 - 559,71 = m -----------------------------------------------------------------------------------------------------------------------------------------------------------------------_-------------___----_____----------___------------------------------------ I L.LJ \�`---------------- W FRONTAGE ROAD II Ii ----------------------------- --------------------------------------------------------------------------------------------------------------------- cn II II � - - - - - -------------- ------------------------------- ----- ----------------- - - - - ii ii If I�� I I u if IIII I ii iiiii I i ii � ii II n ii i' I I I I I I 11 ii it II I � ( I + II Q it ( I I II .�,,,,,► II r � It II iii ' I I I I Ir If I { I I � i?' �� I ii ii iii I I I I I ( i it ii Y iii I U w Z RECORD DRAWING a t��sE .:. ,...,.:��.:.., m 37 36 35 34 33 a m z / 70'Fit is, I 1�rlj� I II BY: FRED W. PORTER, RCE 33446 EXP. DATE I W 1 . io AL 39 Cji3 B `'' 9 3 in F 1.��■ �� 1■�� Y�� ccoo � X'°_to -9�9x 9 SEE TAPER TAB„GL.&AD• \:J 1_XC A -------------------- _ ____ 4 +77.1 K � �3.9�" 59.12 AC QAC 6'�ii� � �0.'3� 55+27.01 -- _ N r, 57 iv 5$ "� - - '? 62 1` cn _ 50 - +- 513 - --+- _ 5-14-- ^ ---t-- - 5 - --+--- - 60 - LAJ 49+77.15 R10 59.63 59.5 50+29.81 59.84 N RP 2 RAD. AC 60.32 o N z AC RP 1' RAD. AC SEE TAPER TABLE "D" „ „ 4 SEE TAPER TABLE "F" 59.62 59 9 59 71 AC SEE TAPER TABLE E RP 1 RAD. --1 O AC I AC AC 9.20 LT ^ '�" �.Y. c1`1 9 ------------- -----, cn FRONTAGE ROAD GAS LIN MARKER -----'.---------------------'------______^_-------=_---_--_---------_-_----=--___----__^_____^---__^____-_-________--_ _---------------^----------_ _-__-------__--------------- \\\\ \\ "-------..----------------------------------------------------------------------------------------------------------------- ----- NOTE: EXPANSION ALONG SOUTH SIDE (COUNTY OF KERN) SHALL BE DONE WHEN DEEMED NEC \� \A Y BY THE CITY OF BAKEI`lFIEtD i I , II i THIS DESIGN SUBJECT TO CHANGE WIZEN AN APPROVED SITE PLAN FOR THE PROPOSED - --, COMMERCIAL SITE IS D NE (NOT A PART OF THIS PROJECT). I II it I I IuYz iii I I ( III ( I I BRIMHALL ROADm U.L IMAT M DIAN AND STRIPING D IGN V10 W la 63 s I i i i II II I HORIZONTAL: 1"= 50' tG e\ '7 j c , I r j ¢ JOB No.: 02-1660 DWG FILE: 1660ST10 0 DRAWN BY: LGH CHECKED BY: MCD SCALE: AS NOTED, SHEET'; 10 OF 10 SHEETS cc cl w cc 0 1 cfl Q i CIL Y a: w x 0 0 co LAJ M ..... ........■..• .■. .■...■■■.■ ...•. ■■■•. W ::.■.... ,.........:..... .. ..... ..... ■..... ; .. milli. .. ............. ........................... .. s I i i i II II I HORIZONTAL: 1"= 50' tG e\ '7 j c , I r j ¢ JOB No.: 02-1660 DWG FILE: 1660ST10 0 DRAWN BY: LGH CHECKED BY: MCD SCALE: AS NOTED, SHEET'; 10 OF 10 SHEETS cfl Q CIL x W co M W W cx O a. cn 3 0 w cl s I i i i II II I HORIZONTAL: 1"= 50' e\ '7 j c , I r j ¢ JOB No.: 02-1660 DWG FILE: 1660ST10 DATE: 4/14/ 03 DRAWN BY: LGH CHECKED BY: MCD SCALE: AS NOTED, SHEET'; 10 OF 10 SHEETS