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HomeMy WebLinkAbout1.1-6802 Ph 1-2REVIEWED BY: `7/11 'o I lq TRAFFIC ENGINEER, CITY 'OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: r PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 0`7 �1z�1 4 - F DATE BENCHMARK USED: TOP OF BRASS CAP IN LAMPHOLE AT THE INTERSECTION OF IDLEROCK AVENUE AND JEWELSTONE STREET PER TRACT 5944 -5 ELEVATION= 343.80 (U.S.G.S. DATUM) BENCHMARK SET: TOP OF BRASS CAP IN LAMPHOLE AT THE INTERSECTION OF IRONROCK AVENUE AND AKERS ROAD. ELEVATION— 347.80 (U.S.G.S. DATUM) VICINITY MAP NO SCALE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA FWA Aw- DIAL TOLL FREE 1- 804-227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG PHASES 1 AN D 2 lCEmFS CALIFORNIA N orb 'o P H kSE Z STIZE�' (MWoYe1�NTS S �N+kU- N oMMMT-'6� C.oNST2VcX-VD UNTIL STog.,M,,N\ -D?,A1t� POND ULTjN�RT'E SUMS �KE C0NSTRVCTF,-D kN TR.MAC-T, 64-10. MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN Cl) TITLE SHEET CHECK AND INSPECTION FEE CALCULATIONS. DETAILS—GENERAL NOTES NOT TO BE USED FOR BIDDING PURPOSES. AKERS ROAD COLLECTOR STREET 19146 LF 0.30' A.C. /0.40' A.B. (AKERS ROAD) 339750 SF LOCAL STREETS 39312 LF 0.20' A.C. /0.60' A.B. 969025 SF 6" CURB AND GUTTER 59718 LF 6" THICK DRIVE APPROACH 79821 SF 4" THICK SIDEWALK 279647 SF SURVEY MONUMENT ENCASEMENT 11 EA METRO 'STREET NAME SIGNS 6 EA TRAFFIC CONTROL SIGNS 4 EA WHEEL CHAIR RAMPS 7 EA STREET LIGHTS_ (5800 LUMEN) 7 EA STREET LIGHTS (9500 LUMEN) 3 EA SAWCUT 1284 LF TYPE "A" CATCH -BASIN 5 EA STRIPING 832 LF TRAFFIC SIGNAL INTERCONNECT 19050 LF #5 PULL BOXES 4 EA LEGEND r N C0 CL- CENTERLINE -zwzzo v= w- ao �z -co, - ZVainv a. z z U) DWY- DRIVEWAY U— pwE--WWOWLL 8-mU) QUW 55-?oo fU FL- FLO WLI N E r BCR- BEGIN CURB RETURN s SHEET ECR- END CURB RETURN = P _jCt< C6 U > AW= =Z<aMp z PI- POINT OF INTERSECTION �W vp ' � �Z = >p- j EC- END CURVE QwO�Ww =WOE �F'OWUJCD_j M W pWz >maoQm BC- BEGIN CURVE a E PIVC- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE Qa��ui (L WwUOwz m>.cn a 0 i BVC- BEGIN VERTICAL CURVE o a Q EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE _... PCC- POINT OF COMPOUND CURVATURE Zwa 4J00 W w Z POC- POINT ON CURVE < I.. _J GB- GRADE BREAK HP- HIGH POINT SHEET No. INDEX Cl) TITLE SHEET Cl> DETAILS—GENERAL NOTES M AKERS ROAD 40 RONROCK AVENUE (1) SIERRA MADRE AVENUE CD DIORITE COURT CD GABBRO COURT CD KERS ROAD =oU ZWWfi 0:C 0W WWZ: - Ji!)=MZ_m w =OW <W�(w IUL SIGNING — STRIPING PLAN G EN D XQ SHEET INDEX NUMBER W DIRECTION OF DRAINAGE O CONCRETE MONUMENT O EXISTING CONCRETE MONUMENT + EXISTING STREET NAME SIGN -p- 5800 LUMEN STREET LIGHT -a 9500 LUMEN STREET LIGHT � CB #12 CATCH BASIN w /NUMBER -�- 0— 0w O�pa z J ~ - PROPOSED STREET NAME SIGN NOTE: SIGN NUMBERS ARE FEDERAL CODE UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES W Z OF U)w rvw \ IW �I TRACT 5944 -5 �0 _I r 4 _ r I- - -�Z I -- Jew 12 11 10 9 8 7 6 5 4 3 2 (ni jw it — — — -� (n 'n� 24 23 22 21 20 19 18 17 16 15 14 )) IDLEROCK � 5 AVE 1111111111110 411111111P T_ T�_ ce #3 25 26 27 28 29 30 31 32 33 34 TRACT 6410 - }- — 46 45 44 43 42 41 40 39 38 37 CB #, COAL ROCK � — s — COURT -' n 47 48 49 50 51 52 53 54 55 56 PHASE 1 PHASE 2 11 10 9 8 7 6 5 4 3 DIAMOND ROCK 7 COURT COURT 12 13 14 15 16 17 18 19 20 21 TRACT 6410 _ ROLLING ROCK AVENUE 7 __T T_ KEY MAP - "- SCALE: 1' =200' U WU- U- LL r�a.00 w0co W O W S m p J `../ WW w CWZW~ fl�mW�WLJJ<W z .�.� r ° M �t- 'O�_�ULz0- ww00 M Ci Ln wT<CZF_ Of c»MWz��miiQ �0 ooJ RED RIVER C.� ._ o =oU ZWWfi 0:C 0W WWZ: - Ji!)=MZ_m w =OW <W�(w IUL z_ i N Ot-- t- ������� ZI- Up0LL W � M I l gQwnzz�oW� SL) > e-- U Q°"� =Ow� =WZ W a) x <wo_L.�oz> -W - m cow6°wUu�v mzo zZ0°-aOzzO�W 0 LL 0— 0w O�pa z J ~ - 0 Z Z N WW>- >o zm w pwQO��WF -va� w m U) m= O gzz ut-= c- W iu- �zpzc,p�am W W 0 N M °O�Q�wWZa¢ p z cnJ0z> Z � C) W OC z�O�pLu<i=00 `�Wt-4d, =_0za0 -. / � Z -� � N — _ F —� T �a'Wa.cn� -�OzQ p�za =QWC.�<trY Li W � M r- CLZ0- - - W >pvy LJLJ =- !cz:r r N C0 -zwzzo v= w- ao �z -co, - ZVainv a. z z U) O Q0 � U— pwE--WWOWLL 8-mU) QUW 55-?oo fU 0 r t!)W rZ-0oza0 Z O W - W M= m Q t- s SHEET = P _jCt< C6 U > AW= =Z<aMp z �W vp ' � �Z = >p- j 00 QwO�Ww =WOE �F'OWUJCD_j M W pWz >maoQm a E mapU�Vt7 =zz°Cm >F- Qa��ui (L WwUOwz m>.cn a 0 i o a Q uj W U) W a O w z _... OF 8 SHEETS Zwa 4J00 W w Z < I.. _J �-' ZxQ,Q`pw 0wwoWpl -V)�->- W 0-7 x U) o f zwcj w < LLJ Uf _J < }..Qa 0 W�LL_W m zz > -00ww= D w � V) < w w o W .ZF- mh Q � `, LU w � z Z --� p Q..�`Uw<00<LU LLJ 0 vas � ° w =. Z a- < > M Lu � '_ (n C� a_ 0 ;. m z �-- z �°oZ�m w� °a.W = z W w 0 � > W o�>1ao� W W ►- w �w - Wwa� -w cr_ °pw,Jm 0 LL w (ii° _j__J Z I-- LL J Q LY_ W LL a o i C/o) O�L� WZO 0 LL a =oI- VEER -Z (1) U) cQ.�wwa°F z -- Q O O ° U J '? . ? m a CL w z o v' •• >' e �wp i- N -- .� W. a <W-rjE�a � w 8- Z QQ�QQO�pi Z to o� 000p' Z a= �- tY Q ul z O F-- o i�3 49 � C✓ �, � a- W 5; 1.- �- cr jz V5z W Waa- 0 QWp n ��� v1 W W�,oww w w mwo CN F_20 W Z OF U)w rvw \ IW �I TRACT 5944 -5 �0 _I r 4 _ r I- - -�Z I -- Jew 12 11 10 9 8 7 6 5 4 3 2 (ni jw it — — — -� (n 'n� 24 23 22 21 20 19 18 17 16 15 14 )) IDLEROCK � 5 AVE 1111111111110 411111111P T_ T�_ ce #3 25 26 27 28 29 30 31 32 33 34 TRACT 6410 - }- — 46 45 44 43 42 41 40 39 38 37 CB #, COAL ROCK � — s — COURT -' n 47 48 49 50 51 52 53 54 55 56 PHASE 1 PHASE 2 11 10 9 8 7 6 5 4 3 DIAMOND ROCK 7 COURT COURT 12 13 14 15 16 17 18 19 20 21 TRACT 6410 _ ROLLING ROCK AVENUE 7 __T T_ KEY MAP - "- SCALE: 1' =200' PARK 817 i TEMPORARY SUMP LOCA110N z o J z � Q W Q 2 2 cn 0 � w � N 1�- C:) W � � U �r RED RIVER I T COURT 0--1 I l � TRACT 6152-5 _ IE$.RA MADRE AVENUE PARK 817 i TEMPORARY SUMP LOCA110N z o J z � Q W Q 2 2 cn 0 � w � N 1�- C:) W � � U �r I I T 0--1 Z o U) �- N W OC — _ F —� T I I U) DATE 5/05/2014 N PA JOB No. 12 -2711 s SHEET 00 a E i C.O.B. RECORDS No* OF 8 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T =1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1- 800 -227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11 • IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS 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 FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL REMTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. � Of mol &I ul: (" PTA =1*1' Ti.: Q 12 (" LN I a lie] [ 1 *9 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST-22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. 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. 5. 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 (LIP OF GUTTER TO LIP 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 LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. $• ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS. /CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. 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. 14. 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, 6" FROM BACK. 15. SEE WATER, STORM- DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. COB ASPHALT CONCRETE PAVING NOTES 1 • ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS 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 AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92- 1.02(6), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT 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 CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING 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 IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT . THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE 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 NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE 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 LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE "A ", "B" AND "C ") ❑ ST -17 WIDE CROSS - GUTTER ❑ ST -2 COMMERCIAL DRIVEWAY ❑ ST -18 MEDIAN CURBS (TYPE "M " , "M -1" AND "M -2" ® ST -3 SIDEWALK ® ST -19 HANDICAP RAMPS ST -4 RESIDENCE DRIVEWAY ❑ ST -20 PRIVATE STREET GATES ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 REFUSE CONTAINER PAD ® ST -6 PAVEMENT PATCHES ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ ST -7 CROSS- GUTTERS ❑ D -10 SIDEWALK UNDERDRAIN Fl ST -8 26 INCH PART CIRCLE CULVERT D -11 DRAINAGE BASIN ® ST -9 STREET SPECIFICATIONS ® D -14 CATCH - BASIN, TYPE "A" ST -10 STREET SECTIONS ❑ D -15 CATCH - BASIN, TYPE "A -1" ❑ ST -1 OA STREET SECTIONS D -16 GUTTER DEPRESSIONS ® ST -11 STREET CROSS SECTIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ❑ ST -12 ALLEY CROSS SECTION ® SW-5 FRAMES & COVER FOR MANHOLES & CLEAN OU TS ® ST -13 SURVEY MONUMENT ® T -1 STREET SIGN, POST TYPE ST -14 "STREET LIGHT, MAST ARM TYPE ❑ T -3 MAJOR COLLECTOR TRANSITION ® ST -15 CUL -DE -SACS T -12 MINIMUM ACCESS DESIGN ❑ ST -16 STREET KNUCKLE T -34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES "FIBERGLASS STREET LIGHTS NOT ALLOWED Y CALTRANS STANDARD PLANS � • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION 0 A88A & B CURB RAMP DETAILS W Z J H � O � D o c-4j c31 14.5' 4.5 No TYP. TYP. 1 BOTTOM WIDTH --- - 7' TYP. TYPICAL DRIVEWAY DIMENSIONS N.T.S. Vii' 11►ADl€�/ �V�1R�G�T /�YAt �AG�C �B-1 ALIT PANEZ 14 WE COLOR ASSpVA MS PIN FUNCTION WIRE COLOR 7B-1 HIRE COLOR MODEM HARNESS INTERCONNECT CABLE A AUDI AV IMylTE T81 -3 ME B AI D AV &A f 181 -4 &AGE c AGM OUT RED 0-5 OtAff E AiM OUT am TB) -6 G MV 78-1 18-1 T8-1 0 0 1B -1 TB-2 0 0 18 -2 TB -3 (Comm IN 78-3 (Comm In) T8-4 (Comm ln) 7B -4 (Comm In) T8-5 (Comm Out) TB -5 (Comm Out) TB -6 (Comm Okit) 78 -6 (Comm Obit) AvTERSMCDON AVIERSEC7XW LOCH TIM A LOCA TIM B NTERCANNECT DETAIL N75 B FA 5ipm) 2 "(5Ammm) CONDUIT A UDS SHALL READ AVA WC 9 0 V& B TOT' VIEW 2 (50mim) CONDUIT KNOCKOUT FOR 4'(1010mm) NUL 17DUCT 12'(3, m) JN(75mm) KNOCKOUT AR MULTI - CONDUIT STEM ExTE�r W 0 4 (NOT A6011IRED FOR NO.5 PILLBOX) aLw r,RUShr ROCK SUMP, SEE 3"(75mm) MIN. CONDUITS WALL BE S7D PLAN ES -8 SEC17 N B- -B CAPPED IN PULL BOXES SECnAN A ArAiALDSDrnaNAL . :� • .� •• s. NO.5 PULLBOX NTH EX7DV90YV `• ` 'w , ,:�. • � •• ,":' ; •• , ; � -. '46 (NO.6 PULLBOX NTH EXTENSION SIMILAR) ! •. • . • �• . • N • • . • • Multi 77-DUCT �. ,�•.; •:.:..; W V,�tEs R =4 MI . TRAMC 36WAL INTERCONNECT SHALL BE INSTALLED (f.2m7. ALONG ALL ARiF� & CO LECAWSMETS OR AS DIRECTED V TES R=4 (1.2m) MIN. AS PART OF THE STANDARD STREET IAIPRrOWDWENT. AVIS900V OF INTERCONNECT ONWIT ALONG ARTERIAL OR COLLEC701R SHEEP TO PILLBOX STREETS MAY BE ALLOMED *IERE ACCEPTABLE AL7DWATF MEANS OF coMUNICA nAN Is PROVIDED FOR IN THE aTY NIS TRAt77C COMMUNICA naN MASTER PLAN. NOTE.• TO BE USED aw Y WHEN NUL TI -DUCT CANDUI T IS REQUIRED ON ALL 96 NAL CONDUIT IS ALLOWED TO BE PLACED COMMUNICA nAN BA6K&WE ROUTES WO NV ON THE AT GUT ER LIP LINE, IN ALL OTHER aT Y TRAMC COMMUNICA 776W MASTER PLAN, PULL BOXES CASES, CONWIT IS TO BE LOCA TED ARE TO BE N0. 6. UNDER SIDEWALK AREA. T -34 DVIG ALL 07HEl4 RGIIES DATE 09 /99 INSTALL 2" 50mm SCHEDULE 40 CONDUIT UNDER SIDEWALK HI TH STANDARD DRAWN PULL BOXES AT 400' 12fkri MAXIMUM INTERVAL PULL BOXES R. Sta�,ck TRAFFIC SIGNAL SMALL BE NO. 5 HI EXTF MAMP AND KNOrCKOUTS CaQ11T �� 5HALL BE BROtJIhIT INTO PULL BOXES PARALLEL TO NNE INTERCONNECT- N EC T- Baca Deeter MZING SURFAI,E rZ ONT AL THE TOTAL ANGULAR BEND WIRING AND PULL BOXES �'�'� Nape OE' GOi101U1T LL BOXES SMALL NOT DMD 180 DEGREES A PULL ROPE CONFOYWM TO SECTION CITY OF BAKEF0=E LD 86 -2. 5c 'INSTALLATION' OF THE STANDARD s°Ea u naN C T-34 SJHALL BE INCLUDED IN ALL INTERCONNECT COMUI T FAR INSTALLA nOW OF FUTURE CONDlIC70RS crrf masm PuBUC WORKS DEPARTMENT WLL � LL 0 U, �OCZ LI.I com =z�Wa o LLJ Ir CL z0 ~�-L_zoz F - zt�w =O m� �- 0 J c~i) Up � wcrz co MZ00 2Lu w_ zWw�u� _ U co cYQ� =Zz0 uj = wc`� =Wz o��.�a Za�o Qwo�LL �ozmW u�wcrw,ULZ�mzp z z 0� np_zp°�p� LULU >-wpv�ic=raw owzwmwF-u,o Q L_ 91--Fa2w80gw ,LU LL -z--w u�F-- n03:<Z [ ozp C a zooCtn��z> z�0WpwQt -00 <[ = ) 0 W F- Q LU !-- CJ) Z Cl CL CL a- b Lu CL vu) pa0OW oo U=o'wt=ZuZ �z?m �ZZZt, waC °w�UVG1a�� criWD -'VUZC]p =zaww = Z..�0WOiiwM =H-- Q E = -iw u °m 0cnw = =v >Jo~ ZC :l :r uZ,�m ��W �Qp = >D�OCn� w 0 W w 2 W z W f�L_z >cn° -°Qv, 0> W�- U,OU,- QWoWzJ?o ><m d- 0 0 N V) N 0 E 0 a E V z 0 .� Cv) M L0 CD z E � r L.l..,i 0 W cu c� > U to co v� 0 C3 X Q ad U) U- U) z cc cu w 100 N W � M 0 z uo 0 z M W W r o(0 0 N 0 w Z w = ca Z w S 3; w w w 0 Q a o a. �.�NEER AIO� 00 W ; M > U v � � N J Z D Q J Q ~ � p z W U W W Q � O � w CL C:) O - co z w � Q z 0 W 0 w DATE 6/06/2014 PA JOB N0. 12 -2711 I SHEET OF 8 SHFFTS CONSTRUCIION NOTES m CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1. m CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. (CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ALONG AKERS ROAD m CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". m CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0. D -14 5Q CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE DETAIL ON SHEET t Ffl SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT &PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. -o- INSTALL TRAFFIC SIGN PER CITY STANDARDS. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. FL FLOWLINE STATION INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL D) - > PROVISION SECTION 86 -6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE H OLOLPH AN E LVU I SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 2) INSTALL 9, 500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL -a- PROVISION SECTION 86 -6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE H OLOLPH AN E LVU I SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. � EXISTING UTILITY POLE LDSC ST 0 SEWER MANHOLE PL RW © SEWER CLEAN OU T Q STORM DRAIN MANHOLE 6' HIGH 3' 45' BLOCK FL -- - -- --- RIGHT -OF -WAY WALL 11' 34' ----- - - - - -- SEWER 8 = STORM DRAIN LS AREA * SEE C.O.B. STD. DWG. 4-1 ST -11 FOR SLOPE EXISTING EDGE OF PAVEMENT PARAMETERS S EXISTING SEWER MAIN n�,wv � *2%--4, INSPECTIONZWORK NOTICE: NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FOR ANY WORK WITHIN EXISTING DEDICATED CITY RIGHT -OF -WAY. Z Q 22 L L. m � � r � so' m ' H � U Q 2 � NOTE "A ": CONSTRUCTION OF THIS PORTION OF SIDEWALK TO BE DEFERRED UNTIL PHASE 2 CONSTRUCTION, TO AVOID REMOVAL OF SIDEWALK WITH EXTENSION OF FUTURE UTILITIES, I.E. WATER, POWER, ETC. Z am �? o 00. M O ..J ° V W + N o an I � + • Z - Z 3 TEMPORARY I CJ1 I SUMP .� I � SEE NOTE "A" IT: tc) V/ w 16 +94.01 17 18 18 +50.01 19 7 "all w �r I FUTURE IMPROVEMENTS (BY OTHERS) PER TRACT 6410 PH 1 -2 W I I STREET IMPROVEMENT PLANS t!1 Q Z = p rilli "was N 57 N 6" TYPE "B" CURB & GUTTER W/ 5.5 WIDE SIDEWALK COMPACT UNDER CURB, GRADE LINE GUTTER AND SIDEWALK SEE PLAN VIEW FOR STRUCTURAL SECTION (TYP.) 6" MIN. TO 90% MAX. DENSITY. CURVE TABLE CURVE LENGTH RADIUS ITANGENTI DELTA Cl 47.83 Lli 30.71 91.20'27" C2 47.31 Of 0:� W 30.19 11010 C3 III _ � N � W } �m �D p U W +0 °z + 0 0 42.87 'o'' o C6 � o°', W 0 44.24'55" C7 25.99 480.00 13.00 Z Q 22 L L. m � � r � so' m ' H � U Q 2 � NOTE "A ": CONSTRUCTION OF THIS PORTION OF SIDEWALK TO BE DEFERRED UNTIL PHASE 2 CONSTRUCTION, TO AVOID REMOVAL OF SIDEWALK WITH EXTENSION OF FUTURE UTILITIES, I.E. WATER, POWER, ETC. Z am �? o 00. M O ..J ° V W + N o an I � + • Z - Z 3 TEMPORARY I CJ1 I SUMP .� I � SEE NOTE "A" IT: tc) V/ w 16 +94.01 17 18 18 +50.01 19 7 "all w �r I FUTURE IMPROVEMENTS (BY OTHERS) PER TRACT 6410 PH 1 -2 W I I STREET IMPROVEMENT PLANS t!1 Q Z = p rilli "was N 57 N 6" TYPE "B" CURB & GUTTER W/ 5.5 WIDE SIDEWALK COMPACT UNDER CURB, GRADE LINE GUTTER AND SIDEWALK SEE PLAN VIEW FOR STRUCTURAL SECTION (TYP.) 6" MIN. TO 90% MAX. DENSITY. CURVE TABLE CURVE LENGTH RADIUS ITANGENTI DELTA Cl 47.83 30.00 30.71 91.20'27" C2 47.31 30.00 30.19 90'21'23" C3 46.94 30.00 29.81 89.38'37" C4 47.12 30.00 30.00 90'00'00" C5 197.06 42.00 42.87 268.49'50" C6 27.13 35.00 14.29 44.24'55" C7 25.99 480.00 13.00 03.06109" C8 27.07 500.00 13.54 03'06'09" C9 28.16 520.00 14.08 03.06'09" C10 24.92 520.00 12.46 02.44146" C11 23.96 500.00 11.98 02'4446" C12 23.01 480.00 11.51 02.44' 46" FUTURE IMPROVEMENTS BY OTHERS PER TRACT 6410 PH 1 -2 ST STREET IMPROVEMENT PLANS ST LDSC CL RW PL 45' EXISTING R W 39 { FUTURE 6' HIGH FL { BLOCK WALL { 34 11' { { m 8 { NAT. GRD. LS AREA { J NOTE: CURB AND GUTTER ONLY IS EXISTING. 90' RIGHT -OF -WAY NOT TO SCALE CO b bi Ln LLJ < < LjJ Of Ld L Ld ry c cy. w w Z r MW N N N N ^ � �Q (� Ld + M M M W W V) N N N - I - - 11 1 1011120'11'- 20' 10 10' 20' 0120 II II II I II I II II I { I �; • I ii PROPOSED BLOCK WALL II {I I {I II 2 (SEE WALL PLANS,TYP) {{ 635CT I{ {{ W U Z m F CO M W W cn n M 41 � c+p N '1: U � N 13 1 ±� I N 635CW TSI ALI ^ ­4 1 23� +18.18 /-PROPOSED EP DITYP i i W LO S r S M �r Yw� U O:DLJJ OWN maw - w 20 500.35'06 "W 21 21 +62.02 22 23 " I 24 24 +83.79 25 26 27 27 +86.42 28 PROPOSED EP w M w �" to to �- EX. CURB & GUTTER I �- EX. CURB & GUTTER __ -- -- - ---- -- -- -- -- -- -- -- - -- -- -- -- �� // - 635V4 NOTE. TRACT 6410 PROPOSES THE I 1 TRAFFIC SIGNAL INTERCONNECT I I I ALONG THE EAST OF AKERS ROAD. I I ( 1 1 li II (TO BE CONNECTED, OR EXTENDED) I I I 1 I CL r UT U R r I 11 I I TRAC-f 6152-5 U RARK SITE l it w 0 11 ILL. 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CURB & GUTTER I �- EX. CURB & GUTTER __ -- -- - ---- -- -- -- -- -- -- -- - -- -- -- -- �� // - 635V4 NOTE. TRACT 6410 PROPOSES THE I 1 TRAFFIC SIGNAL INTERCONNECT I I I ALONG THE EAST OF AKERS ROAD. I I ( 1 1 li II (TO BE CONNECTED, OR EXTENDED) I I I 1 I CL r UT U R r I 11 I I TRAC-f 6152-5 U RARK SITE l it w 0 11 ILL. I I, I I 01 0 I III � 0 � <C w F_ V) :D - z z M 0 LLI .JI CONSTRUCT 0.30' MIN. A.C. PAVING OVER `y > 0.409 MIN. CRUSHED AGGREGATE BASE OVER 1.00 MIN. NAT. GIRD. Of COMPACTED TO 95% MAX. DENSITY Lv z 11=6.0 R =41 - I � HORIZONTAL: 1 "= 40' VERTICAL. 1`2f 47.83' ON CURVE 47.31' ON CURVE 46.94' ON CURVE 47.31' ON CURVE 100' VERTICAL CURVE 47.12' ON CURVE 47.12' ON CURVE 47.51' ON F I I i i_i�l I- F CUR VE Od- wto wto Mco wv)w00 w 0 V� a,VV 000 m �r7 wr7 w00 �% NM V� Vt� VIA V� tt�M V V�Vd: V� > » >M VC0 V V VOA V� C.) CD m� Wd- (n Wd- md-`� mm W1,nm� WV mco NCO Wp, m� WCp m� WCtj m0 W00 M ��'? 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G jXAlEER �c o k � tip 4 M wr W V O ��S 7 � N ZD J z w w Q W Q � � CN � � C:) Q W F- � U ° . - _r . w� +: N : - - .. .................... .... .. ..�'.................. ....................... .................... ............................... ...... ................ ............................... ............... : It . . . . . . . . . . . . . . . . . . . . . . . . . . . . L0 EX/STIN -G GROUND PR0RZ E . . . . O 348 . � - A T FL OWL /NE � � _ � ..._._ --- .-- � --a ` • � V' 40"� ewwwwwoo • • . . . • • • . . . . o o • _• ._� __ '��/ --- � .459► o ..... o o ........... o o .......... o • • • • • • • • • • • • y. "' J_ ���. 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G jXAlEER �c o k � tip 4 M wr W V O ��S 7 � N ZD J z w w Q W Q � � CN � � C:) Q W F- � U ° . - _r . w� +: N : - - .. .................... .... .. ..�'.................. ....................... .................... ............................... ...... ................ ............................... ............... : It . . . . . . . . . . . . . . . . . . . . . . . . . . . . L0 EX/STIN -G GROUND PR0RZ E . . . . O 348 . � - A T FL OWL /NE � � _ � ..._._ --- .-- � --a ` • � V' 40"� ewwwwwoo • • . . . • • • . . . . o o • _• ._� __ '��/ --- � .459► o ..... o o ........... o o .......... o • • • • • • • • • • • • y. "' J_ ���. O • Z . � , . -: :-- : -. : -. _ . -- . -- . . - : : : : : : : : : : : : : : : : : :' . . - 4.4 - - : : : : - : ��G�!I/ fLOiK/NE PRf�ILE � . . .__.._ . - > E�&wII flOiK/NE PRf�1�TLE . 346\. .. .. ..... • • - • • . • • • • • • • . • - • • . • • • • • . • . • • • • • • . • . . • . • • • • • . . . . • . . • • • . • . . . . . . . . • . . . • . . . . . • . . . . . . • . • . . . . . . . . • . . • . • • . • . . . . . . . . . • . . • • . . . • . • • . r - • • . • - • - - • • - - • • . . • • - • . • . - . • • • • r • • • . . - • • . • - . - • - • 346 DATE � 9° PA JOB No. 6RME 0 2-1 70 lV 41URAl AUND - --� = - • :{-0.30 -t-0:5 •5190 !�V 00fIN PRW .,,.0.20% �z 344 0 ..................... .... -Q 2s..... ... .... - - ES�'IIFI.OMU.A -pR +� ........ ............................... ............................... ............................... ........... ............................... ............................344 Q- 17+00 1 19+00 221+00 E 28 +00 WEST FLOWLINE PROFILE ',-A0 ri_ - 6/05/2014 12 -2711 OF 8 SHEETS � N ZD J z w w Q W Q � � CN � � C:) Q W F- � U ° . - _r . w� +: N : - - .. .................... .... .. ..�'.................. ....................... .................... ............................... ...... ................ ............................... ............... : It . . . . . . . . . . . . . . . . . . . . . . . . . . . . L0 EX/STIN -G GROUND PR0RZ E . . . . O 348 . � - A T FL OWL /NE � � _ � ..._._ --- .-- � --a ` • � V' 40"� ewwwwwoo • • . . . • • • . . . . o o • _• ._� __ '��/ --- � .459► o ..... o o ........... o o .......... o • • • • • • • • • • • • y. "' J_ ���. O • Z . � , . -: :-- : -. : -. _ . -- . -- . . - : : : : : : : : : : : : : : : : : :' . . - 4.4 - - : : : : - : ��G�!I/ fLOiK/NE PRf�ILE � . . .__.._ . - > E�&wII flOiK/NE PRf�1�TLE . 346\. .. .. ..... • • - • • . • • • • • • • . • - • • . • • • • • . • . • • • • • • . • . . • . • • • • • . . . . • . . • • • . • . . . . . . . . • . . . • . . . . . • . . . . . . • . • . . . . . . . . • . . • . • • . • . . . . . . . . . • . . • • . . . • . • • . r - • • . • - • - - • • - - • • . . • • - • . • . - . • • • • r • • • . . - • • . • - . - • - • 346 DATE � 9° PA JOB No. 6RME 0 2-1 70 lV 41URAl AUND - --� = - • :{-0.30 -t-0:5 •5190 !�V 00fIN PRW .,,.0.20% �z 344 0 ..................... .... -Q 2s..... ... .... - - ES�'IIFI.OMU.A -pR +� ........ ............................... ............................... ............................... ........... ............................... ............................344 Q- 17+00 1 19+00 221+00 E 28 +00 WEST FLOWLINE PROFILE ',-A0 ri_ - 6/05/2014 12 -2711 OF 8 SHEETS CONSTRUCTION NOTES ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. FL FLOWLINE STATION rEX Q CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. (CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ALONG AKERS ROAD) INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL 3m CONSTRUCT WHEELCHAIR "A ". -O- PROVISION SECTION - 86 6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE 30.19 RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE SEE NOTE HOLOLPHANE LVUI SERIES LEO TEK GCI SERIES CREE XSP SERIES OR EQUIVALENT AS ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 C4' APPROVED BY CITY ENGINEER. 30.00 F5_1 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE DETAIL ON SHEET 2 ) II INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPEC! AL F-6-1 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR - PROVISION SECTION 86 -6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE 35.00 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 44'24'55" HOLOLPHAN E LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS [7 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING 03'06'09" APPROVED BY CITY ENGINEER. 27.07 500.00 PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 28.16 U CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. IL EXISTING UTILITY POLE 24.92 12 INSTALL STREET NAME SIGN PER CITY STANDARDS. Q SEWER MANHOLE 23.96 -�- INSTALL TRAFFIC SIGN PER CITY STANDARDS. Q SEWER CLEANOUT 23.01 j RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. Q STORM DRAIN MANHOLE ADJUST ALL EXISTING MANHOLES, CLEAN OU TS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. -- -- - --- RIGHT-OF-WAY 00 TO FINISHED GRADE PER CITY STANDARDS. U W ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ----- - - - - -- SEWER W ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. _ = STORM DRAIN AN w w 0 Lu cn >- � °acC¢D N F- F_ EXISTING EDGE OF PAVEMENT L0 S EXISTING SEWER MAIN (�W w z o� ~w ry �w w� Ito z I u! 0 1 ow (9 � I IM m I II 0 + Lu 10 +30.0�D o /o 11 12 12+87.86 13 N89 °04'52 "W o 0 04 + v) / - -- -A= -- _ � o 4.50 - �/ Tyl EX SIGN 9 z 0 cn z d M O 0 °r-° w co N -H r I. M N �01 R/W C/L 30' =N TS 20' 10' 2' TYP. _ ..F. -...mow EXISTING PAVEMENT FOR SEWER LATERAL CONSTRUCTION. SEE ALTERNATIVE NOTES 1 & 2 BELOW. 60' RIGHT -OF -WAY NOTE "A ": CONTRACTOR SHALL CUT AND REMOVE EXISTING CURB FACE FOR CONSTRUCTION OF NEW DRIVEWAYS (TYPICAL FOR 12 LOTS ALONG IRONROCK AVENUE) fF��C7 sq/f %�-7b i F") I 21 P GS, --L -- ELEC -� - -- -gLE -- - -- I - ELEC- 14 15 EXISTING IMPROVEMENTS 7 635C 5 SEE NOTE "A" ABOVE 7 O 0 to �i 00 00 d- M O 16 to to 0 0 -� - - -- -ELECT -- - -- N.T.S. R/W VARIES z A v� * SEE C.O.B. STD. DWG. ST--11 FOR SLOPE PARAMETERS CONSTRUCT 4.5' WIDE SIDEWALK CURVE TABLE CURVE LENGTH RADIUS rEX SIGN C1 30.00 30.71 91'20'27" C2 I I�6 30.00 30.19 �' 2 SEE NOTE "B" BELOW 30.00 29.81 89'38'37" C4' 47.12 30.00 � 90'00'00" II 197.06 42.00 42.87 268'49050" C6 27.13 35.00 z 44'24'55" C7 25.99 480.40 13.00 03'06'09" C8 27.07 500.00 13.54 03'06'09" C9 28.16 520.00 14.08 IL C10 24.92 12 12.46 02'44'46" 11 23.96 `n 10 a 11.98 02'4446" C12 23.01 j 480.00 11.51 mII ............................... C�cnw oz Zp LEW 0 0 00 I II U W co m � W a of 04 w w 0 Lu cn >- � °acC¢D N F- F_ :...:.. L0 co (�W ° .:...:...:...:...:...:...:...:. .:...:...:...: �N ..:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:. ____:- W Of 348 ................. . ...................... - �-- � NOTE "B ": CONTRACTOR SHALL CONSTRUCT COMBINATION SIDEWALK < W -- 0. 20%)...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...... ALONG SLATESTONE STREET TO IDLEROCK AVENUE (EAST SIDE ONLY) .................................................. .y ..(+ .:...:...:...:...:...:...:346 344 ........... ...:...:...:...:... ................................................................................................................................................... �...�...:...:...:...�...�... 9 z 0 cn z d M O 0 °r-° w co N -H r I. M N �01 R/W C/L 30' =N TS 20' 10' 2' TYP. _ ..F. -...mow EXISTING PAVEMENT FOR SEWER LATERAL CONSTRUCTION. SEE ALTERNATIVE NOTES 1 & 2 BELOW. 60' RIGHT -OF -WAY NOTE "A ": CONTRACTOR SHALL CUT AND REMOVE EXISTING CURB FACE FOR CONSTRUCTION OF NEW DRIVEWAYS (TYPICAL FOR 12 LOTS ALONG IRONROCK AVENUE) fF��C7 sq/f %�-7b i F") I 21 P GS, --L -- ELEC -� - -- -gLE -- - -- I - ELEC- 14 15 EXISTING IMPROVEMENTS 7 635C 5 SEE NOTE "A" ABOVE 7 O 0 to �i 00 00 d- M O 16 to to 0 0 -� - - -- -ELECT -- - -- N.T.S. R/W VARIES z A v� * SEE C.O.B. STD. DWG. ST--11 FOR SLOPE PARAMETERS CONSTRUCT 4.5' WIDE SIDEWALK CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 47.83 30.00 30.71 91'20'27" C2 47.31 30.00 30.19 90'21123" C3 46.94 30.00 29.81 89'38'37" C4' 47.12 30.00 30.00 90'00'00" C5 197.06 42.00 42.87 268'49050" C6 27.13 35.00 14.29 44'24'55" C7 25.99 480.40 13.00 03'06'09" C8 27.07 500.00 13.54 03'06'09" C9 28.16 520.00 14.08 03'06'09" C10 24.92 520.00 12.46 02'44'46" C11 23.96 500.00 11.98 02'4446" C12 23.01 j 480.00 11.51 02'44'46" ALTERNATIVE 1: REMOVE 0.20' A.C. PAVING AND REPLACE WITH 12' WIDE x 630' LONG AND RAISE MANHOLES TO GRADE. ALTERNATIVE 2: SAWCUT AND REMOVE EXISTING PAVEMENT FOR SEWER LATERAL BORE RECEIVING PITS AND PATCH PAVEMENT PER C.O.B. STD. DWG. ST -6. PAY PAVEMENT DEGRADATION FEE 0 TIME OF SEWER LATERAL PERMIT. J I� 3�1 - L =ELEC_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - vi yl i EXISTING WATER (PROTECT IN PLACE) 5 4 PHASE 1 IRONROCK AVENUE M 0 00 2 0 WM to Z �� 0 0 Op 00 M �J ~ot=- r=- -�zo -z 0 Imo, ZM Q a ZM Q co co .HeF � .` W Z 'z wZQ =wccro0 " W tof 4.50 TYP INSPECTIONZWORK NOTICE: NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS. BEEN OBTAINED. CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FOR ANY WORK WITHIN EXISTING DEDICATED CITY RIGHT -OF -WAY. L L I Jl! 0 Llim N M chow < LLJ�c�n w w V) II II it II II II II � II �I +1 �I �I �I II j II � II � EXISTING SOUTH FLOWLINE PROFILE -N- HORIZONTAL: 1 "= 40' VERTICAL: 1"=2' U WM to Z �� Z oco Op Utp 00 r L O �J ~ot=- r=- -�zo -z NM �..� M cy) ZM Q a ZM Q co co .HeF � .` W Z 'z wZQ =wccro0 " W tof LC W C� < F- �y p p �s 0Lu� U. 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(+0,207o). �...:...:...:...:...:...:...:.. .................................................. .y ..(+ .:...:...:...:...:...:...:346 344 ........... ...:...:...:...:... ................................................................................................................................................... �...�...:...:...:...�...�... 10 +00 ... .:...:...:...:...... .:...:...:...:...... 11 +00 12 +00 .:...:...:...:...... .:...:...:...:...... .:...:...:...:...... .:...:...:...:...... 13 +00 14 +00 15 +00 16 +00 .:...:... 17 +00 ......... 00 EXISTING SOUTH FLOWLINE PROFILE -N- HORIZONTAL: 1 "= 40' VERTICAL: 1"=2' U w W� oaU0 wow Z° Z wQW WmwrwnwWQ�w 0 r L O �J ~ot=- r=- -�zo -z �..� M cy) w =¢z~Zww°° Wu�.�wZCf) a O L0 U, o �Oz tA)U zwwn%UO¢�C�� W � .` W Z 'z wZQ =wccro0 " W o F > `_ N w=0W Z F-- Cj ~ c,) O LL. co W C� < F- �y p p �s 0Lu� U. 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Q2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. (CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ALONG AKERS ROAD) ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". F-4-1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0. D -14 ❑5 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE DETAIL ON SHEET 2) F-6-1 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 7Q CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT &PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -�- INSTALL STREET NAME SIGN PER CITY STANDARDS. -�- INSTALL TRAFFIC SIGN PER CITY STANDARDS. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. _ q _8" W _ I I I I 1 Lj d' Z F. 0ww Lj LjLJ v) z JAW II 1 cn ki jzj u) 635C rq 9� MN NC ao a NC o) a .ji U O 0. co ap N + o 0 r U. U. C/L R W FL FLOWLINE STATION 30' 30' INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.0.6. SPECIAL CARIES -O- PROVISION SECTION 86 -6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE _ �o' 20' 20' �o' HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 2' TYP. I 2' Tom. INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL �- PROVISION SECTION 86 -6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. GRADE LINE SEE PLAN VIEW FOR O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. STRUCTURAL SECTIONS CO-3 EXISTING UTILITY POLE O SEWER MANHOLE GO' RIGHT -OF -WAY O SEWER CLEANOUT TYPICAL LOCAL STREET SECTION N.T.S. OO STORM DRAIN MANHOLE - - - RIGHT -OF -WAY ---- - - - - -- SEWER _ = STORM DRAIN 'h EXISTING EDGE OF PAVEMENT - -S- - EXISTING SEWER MAIN CONSTRUCT 0.20' MIN. A.C. PAVING OVER 0.60' MIN. CRUSHED AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R =22 0 vARIs X P�• 1 `L' * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS `-- 6" TYPE "B" CURB & GUTTER W/ 4.59 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. V)ow ryQw Q�� w w (f) � 50' VERTICAL CURVE (NTS) 47.12' ON CURVE a Z2 �0w0 �UCm.9 >O�i Nina» �mONi >� WO mC^i W� t'CU� U� �- a� t7p�C0 m� ai���aa d'�� W� M� ��d' M� pmt' Wd�' M 350 . N .................. �r ......... ......... ... o N eF O M � d� M M . .^ � . . � � .. +�3 Mtn �A . � . M. � M. M . pr). . 35O N � .co . �' ri �. EX /S� /NG GROUND PROFILE � � . J IJ 11 M °Qrn + � � . � � M . + o . .°'M. .o .00M �__. -:---. .--.---- _---- .-- .-- .--- . - -.-_ _ .� AT FLpGYL /NE. .,�. p�a��M.�� .ij. .�. + . ^. �+ U. 348: .:.. � .' �..:...:`` .:. `L :...:...:...:...:...:...:...:...:...:...:...:. ..:...:...:...:...:...:...:.... � . + 348 in. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 .................................. ... :... . . :...:...:...:...:...:.. :... .......� .: � � � � � � � � � � � � � � � � � '$o 346 : . . :.. . : . : . . : . . .:... : . .. �.. . � . . . � . . . . . . . .. . . . .. . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . : . . . :.. . : . ..: . . .:. . .: .'X� �.. . :346 snow 0.9 -0.25 .6276 ......................................... ............................................... ................. 7 ...... .................. ....... . - D1Et96N fZON1IN£ PRtl1�1YE 344 :.... .:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:. ......:...:...:...:...:...:...: ...:...:...:...:...:...:...:344 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 o � NORTH FLOWLINE PROFILE 50' VERTICAL CURVE (NTS) 47.12' ON CURVE a Z a. � 000 Qom V01h0NaUU (SUN U� UI� V00 UN 11 X �O N2 a NCO p�UC9 �C� 001 » *mm >� WO mC) W� (00 V- C?O . 0� m�'� �a�- c�v'�� OM co �d� mod' pad' W� N� Q co �� M MM��A d- .M ..�..M. o ............350 J M 00 350 ...N�...F ............� . + �M ........................................................ ............................... �.. J II I� ��p�j ��. . A1: . .�M. � M �M ��M M tf) �' z EXISTING GROUND PROFILE v � 'n � �' } ta 348* .. .. ..�...:...: .:.. :...:...:...:...:...:...:...:...:...:...:...:...:...:...: ...:...:...:...:...:...:...:... .�." :.. :...: .. .. ...:...:...:...:..... ... ...:...: �. . 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5� 346:.......:.. .:.. :...:...:...:...:...:...:...:...:...:... :...:...:...:...:...:...:...:.. � X�a :346 - 0.259a -0,25X .:...:.:...:...: .. .: ..:...:...:...:..:.... ..:...:...:..• ....................... ....................... ....................- O.2Q %..... ..................' ........:}' 0.62.......................... ..... . "6 iV fZONL/N£ P1P�7LE 344.' ...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:. ......:...:...:...:...:...:...: ...:...:...:...:...:...:...:344 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 SOUTH FLOWLINE PROFILE // 15'1 s- CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 47.83 30.00 30.71 91'20'27" C2 47.31 30.00 30.19 90'21'23" C3 46.94 30.00 29.81 89'38'37" C4 47.12 30.00 30.00 90'00'00" C5 197.06 42.00 42.87 268'49950" C6 27.13 35.00 14.29 44'24'55" C7 25.99 480.00 13.00 03'06'09" C8 _ 27.07 500.00 13.54 03`06109" C9 28.16 520.00 14.08 03'06'09" C10 24.92 520.00 12.46 02'4446" C11 23.96 500.00 11.98 02'44'46" C12 23.01 480.00 11.51 02'44' 46" - N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' NEER y a ,n - a O p w Z Q J H Z W W H W W H ■ wIULL paV0 w00 CIO z O a. z W p W nmwv uuWQ�� -W z LO r- O LL1 = Z F- 0 o�� -�°zaz <ZC-) e� M c� O L0 w - 'zwWOO w��WZcn?F- O 0 �0z co C6 ZLuL�.10CVO¢pow a z `c r L- LuWX-�Jq WZm wX0L.Li1' z�- F < �"' W? o '_ N 0 UF°v��O�O�t=- Q �., cn a o - L'CQ�nZZU0w� O w cn > V C0 V ¢Zz°=o�E =�=�z t� -.� z ,° ¢-0 - w?°Zw w N X ¢ � U¢m0 v)WcYr wV�z° WCL ZUm N 4`- L- LL =L> 1! cnWwWz �n=ens V) 0uji> >OVZ < (Z � � N OW omO wu._z ZWam W W . ; CU M C3 0'Q� aCZn zp 9 wOz "V Z N O C6 CL �- � O z° ¢ =o W Z W c'� oawzw a- Zf -wc�¢ W w u- ° p° N u. � < �z LJ cn)v z� O W oQ,ujv u 0-mn¢wnLu0 ¢vWauo 0 N r- cnW� wzo�W=Z0Ww �.■. JWW cl�`=CE- �° Z_�w=_=Z °p p SCjv- wW w LL 0 W O w W W m W g C 0 ¢F- °Wwcn -'!-p W a2z�wm!;° n >0 g W�- nOn - WQ¢WWw -'o >m W 0OwZaCcn>-cn 6i 0 ui u- U) 0 W= Z (7 0 J m w w U 2 U) _W > W � o LL w < LL Q M NEER y a ,n - a O p w Z Q J H Z W W H W W H 1 t qr� W Q 2 • (0 U a w z w Q w 0 Q a w U' DATE 6/05/2014 N PA JOB No. 12 -2711 cn SHEET E Q E r N 01 8 SHEETS LO 0 0 0 Z 0 W V w � N 1 t qr� W Q 2 • (0 U a w z w Q w 0 Q a w U' DATE 6/05/2014 N PA JOB No. 12 -2711 cn SHEET E Q E r N 01 8 SHEETS CONSTRUCTION NOTES m, CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. FL FLOWLINE STATION ITANGENTI 1z CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 47.83 INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. G -1 S 4 AND C.O.B. SPECIAL N (CONSTRUCT 5.5 ) WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ALONG AKERS ROAD) ..�.. PROVISION SECTION 86 -6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. ( ) MODELS INCLUDE Q CONSTRUCT WHEELCHAIR RAMP PER CALTR AN S REVISED STANDARD PLAN A88A CASE "A ". ± H OLOLP H AN E LVU I SERIES, LEO TEK GCI SERIES, CR EE XSP SERIES OR EQUIVALENT AS Q CONSTRUCT TYPE A CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 47.12 APPROVED BY CITY ENGINEER. 30.00 F5_1 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. SEE DETAIL ON SHEET 2 197.06 INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL Ffl SAWCU T TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCU T AND/OR -C--} PROVISION SECTION 86 -6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE 14.29 44'24'55" C7 H OLOLPH AN E LVU I SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS 13.00 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. C8 APPROVED BY CITY ENGINEER. 500.00 Q CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING C9 28.16 520.00 14.08 PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 520.00 U CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. `� EXISTING UTILITY POLE 500.00 11.98 INSTALL STREET NAME SIGN PER CITY STANDARDS. OS SEWER MANHOLE 480.00 -v- INSTALL TRAFFIC SIGN PER CITY STANDARDS. O SEWER CLEANOUT RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. O STORM DRAIN MANHOLE ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. - - - -- RIGHT -OF -WAY TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ----- - - - - -- SEWER ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. _ = STORM DRAIN EXISTING EDGE OF PAVEMENT r-Wr r% Tr A I/-% car -iAitn k A A r k i - 46 m� ; 00 U jr L �6 1 u a� z cn M N 00 N v� U 0. O co 00 co ' r + N O + r O LL. J LL. V cow M 0) 0 C0 + • Ott) O + O .ji 45 I 44 43 42 41 I i VARIES C/L i 30 ! 20 20 # 10 Mir, L !3� OR ,r • s. �; s; dm W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) ,!. MAX. DENSITY. M M COO t0 M to 40 39 38 F5-]TYP- Y v� 10 +00.00 - �± � 12- � 13 N89 °03'31 "W `O 14 0 1 � N �o cX 47 O a 00 � + • O CO �. N O U. U w 0� tl 00 0000 O • + M LOO OU. Q TYP ! 4.5o r , 5 i TYP I 48 49 51 52 �O 0� tV to cn co 1* + 0 ± N %- PHASE 1 n TIM 00 00 + GRADE LINE SEE PLAN VIEW FOR STRUCTURAL SECTIONS 60' RIGHT -OF -WAY * 0 Z CO W .0. V O (j W I� O CO O 00 Ft CO t+0 N " t+0 37 +4Z to I 4.50 wk U m, O)I r r- d- N.T. 1& 2 KF i i '" - - 15 16 11 �- - - - -17 --- �--- aTYP ---\ I I I 5 1 5 1 55 1 n M M M ITANGENTI VOM . 47.83 ttj 0j N O 47.31 30.00 30.19 90.21'23" O ± N M r- C4 47.12 30.00 30.00 90'00'00" C5 197.06 44 43 42 41 I i VARIES C/L i 30 ! 20 20 # 10 Mir, L !3� OR ,r • s. �; s; dm W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) ,!. MAX. DENSITY. M M COO t0 M to 40 39 38 F5-]TYP- Y v� 10 +00.00 - �± � 12- � 13 N89 °03'31 "W `O 14 0 1 � N �o cX 47 O a 00 � + • O CO �. N O U. U w 0� tl 00 0000 O • + M LOO OU. Q TYP ! 4.5o r , 5 i TYP I 48 49 51 52 �O 0� tV to cn co 1* + 0 ± N %- PHASE 1 n TIM 00 00 + GRADE LINE SEE PLAN VIEW FOR STRUCTURAL SECTIONS 60' RIGHT -OF -WAY * 0 Z CO W .0. V O (j W I� O CO O 00 Ft CO t+0 N " t+0 37 +4Z to I 4.50 wk U m, O)I r r- d- N.T. 1& 2 KF i i '" - - 15 16 11 �- - - - -17 --- �--- aTYP ---\ I I I 5 1 5 1 55 1 n n n Tom, ITANGENTI VOM . 47.83 ®r 0 � M O 47.31 30.00 30.19 90.21'23" O c0 „ %-, r- CONSTRUCT 0.20' MIN. A.C. PAVING OVER 0.60' MIN. CRUSHED AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 959 MAX. DENSITY 11=4.5 R =22 I i Z 56 .Z �w M V p .r- .j 0 V O 00 00 M � co N to r� . +Z V_ 3 57 V m N d- + 0 V ARSES . * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS rr'sv Q � Ow �w wW Y w Q N 0 47.31' ON CURVE II _ �� t�iv� ��� x� wN Z � � W ��; m W �- C6 ''') ° to �j 00 m *� 0 350 ...N .............. .. °' .... ....... ..................... .... ............................... �, ..°'.. .�� ��, ...................... .............................�� ...........,.,, ........ M .350 • tt .�.� . +M,'�d.. - - - III . + + V . . . . . . . . . . . . . . . . . . Q . . . . T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 Ru . . . . . . . . . . . . . . . . . . . . . . . Z o N . U. LL. 348.... ................ ..... .............. ..................... ............................... . ..... ............................... ...--- ........... +.. 348 - - EXISTING GROUND PROFILE _ . . . . . . . . . . . . . . . . . . . • • • . • . . • . r . . . . • • • • . . . • . • • • . . . . . . . . • . . r • • . . • . . . • • . ':' T - ----- • . . . • . • . . - • . . • - • • • f tea._ -Y� ��1 -T ."�'T _�� • • • • • - . . • • • • • • • • - • • • • • . . • . • • • • • • • • • . • • r • • • . `• 0% 259 • • • • . . . • - - • • • . • • • • • . • • • . • • - • • • �_ . • -T • - - �VV/ -0.26 346.... ...............- ........ .................... ............................... - . ..346 . . . . . . . . . . . . . . . . . . . . . . . . . . � f�4 01,40 : . -0.20X � 1 • . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . - . • - DES6W RO#fINE PRA�TIE . . . . . . . . . . . . . . . . . . . . .... .................................................... ............................... ................... ............................... .... .. +0.20...... ..... .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344:........:...:.. . .....:...:... :... ..... ..... :... :. .:........:........ :... .....:... ..... :... .....:...:.. .. ....... ............ ..... ............................... 344 . . ...................... 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 Z N O RTH FLOWLINE PROFILE p O 46.94' ON CURVE a. CL It = Q V m II v= m d- O V � � W C� t� Vim' Vr- Mp O 00 .ujO mLO Wto N �! Z td 00 tt� M M n 00 00 a 350 ... r : co .., co V Jill tt d; x, *-- ..j............co*.. ro.*......................................................................................... ............................... J...........N ........ ..350 O 0 CO MO. J - fe) OW �- .I.t_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p. . . . . . . . . . . . . . . . . . . u. � J •N Z to 348 . . .:. . .: � . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . .. 348 . EXIST_NC GROUND PROF /LF . . `- - ---- -� ATFLOyL /N1 . .... ................... T- -._._- ...... _ T . ............................... . • . . . . . . . . . . . . . . . "-� _.-- -- _" - --.- --__ . . . . _._ -.,�.- ---- -'�_ _...- -� 346'. ..... _ . ... .... ............. ...... .............. .. .......... .............................. 346 . . . . . . . . . . . . . . . . • . . . . . . . . . . - . . . : . . . : . . . : . . . : - . . : . . : • - - • • • • • • • • • • • • . • - • - • • r • -0,20X • • • • • - . . . . . . . . O 0V RO#fINE f?�Ol JYE - . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q* 74* . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . 344:...:...:. ..:...:...:...:...:...:...:...: ..:...:...:...:...:. ..:...:...:...:...:...:...:...: ......... ............................... 344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE CURVE TABLE CURVE LENGTH RADIUS ITANGENTI DELTA C1 47.83 ®r 0 30.71 91.20'27" C2 47.31 30.00 30.19 90.21'23" C3 46.94 30.00 29.81 89'38'37" C4 47.12 30.00 30.00 90'00'00" C5 197.06 42.00 42.87 268.49'50" Q � Ow �w wW Y w Q N 0 47.31' ON CURVE II _ �� t�iv� ��� x� wN Z � � W ��; m W �- C6 ''') ° to �j 00 m *� 0 350 ...N .............. .. °' .... ....... ..................... .... ............................... �, ..°'.. .�� ��, ...................... .............................�� ...........,.,, ........ M .350 • tt .�.� . +M,'�d.. - - - III . + + V . . . . . . . . . . . . . . . . . . Q . . . . T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 Ru . . . . . . . . . . . . . . . . . . . . . . . Z o N . U. LL. 348.... ................ ..... .............. ..................... ............................... . ..... ............................... ...--- ........... +.. 348 - - EXISTING GROUND PROFILE _ . . . . . . . . . . . . . . . . . . . • • • . • . . • . r . . . . • • • • . . . • . • • • . . . . . . . . • . . r • • . . • . . . • • . ':' T - ----- • . . . • . • . . - • . . • - • • • f tea._ -Y� ��1 -T ."�'T _�� • • • • • - . . • • • • • • • • - • • • • • . . • . • • • • • • • • • . • • r • • • . `• 0% 259 • • • • . . . • - - • • • . • • • • • . • • • . • • - • • • �_ . • -T • - - �VV/ -0.26 346.... ...............- ........ .................... ............................... - . ..346 . . . . . . . . . . . . . . . . . . . . . . . . . . � f�4 01,40 : . -0.20X � 1 • . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . - . • - DES6W RO#fINE PRA�TIE . . . . . . . . . . . . . . . . . . . . .... .................................................... ............................... ................... ............................... .... .. +0.20...... ..... .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344:........:...:.. . .....:...:... :... ..... ..... :... :. .:........:........ :... .....:... ..... :... .....:...:.. .. ....... ............ ..... ............................... 344 . . ...................... 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 Z N O RTH FLOWLINE PROFILE p O 46.94' ON CURVE a. CL It = Q V m II v= m d- O V � � W C� t� Vim' Vr- Mp O 00 .ujO mLO Wto N �! Z td 00 tt� M M n 00 00 a 350 ... r : co .., co V Jill tt d; x, *-- ..j............co*.. ro.*......................................................................................... ............................... J...........N ........ ..350 O 0 CO MO. J - fe) OW �- .I.t_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p. . . . . . . . . . . . . . . . . . . u. � J •N Z to 348 . . .:. . .: � . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . .. 348 . EXIST_NC GROUND PROF /LF . . `- - ---- -� ATFLOyL /N1 . .... ................... T- -._._- ...... _ T . ............................... . • . . . . . . . . . . . . . . . "-� _.-- -- _" - --.- --__ . . . . _._ -.,�.- ---- -'�_ _...- -� 346'. ..... _ . ... .... ............. ...... .............. .. .......... .............................. 346 . . . . . . . . . . . . . . . . • . . . . . . . . . . - . . . : . . . : . . . : . . . : - . . : . . : • - - • • • • • • • • • • • • . • - • - • • r • -0,20X • • • • • - . . . . . . . . O 0V RO#fINE f?�Ol JYE - . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q* 74* . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . 344:...:...:. ..:...:...:...:...:...:...:...: ..:...:...:...:...:. ..:...:...:...:...:...:...:...: ......... ............................... 344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE CURVE TABLE CURVE LENGTH RADIUS ITANGENTI DELTA C1 47.83 30.00 30.71 91.20'27" C2 47.31 30.00 30.19 90.21'23" C3 46.94 30.00 29.81 89'38'37" C4 47.12 30.00 30.00 90'00'00" C5 197.06 42.00 42.87 268.49'50" C6 27.13 35.00 14.29 44'24'55" C7 25.99 480.00 13.00 03'06'09" C8 27.07 500.00 13.54 03'06'09" C9 28.16 520.00 14.08 03'06'09" C10 24.92 520.00 12.46 02.4446" C11 23.96 500.00 11.98 02'44'46" C12 23.01 480.00 11.51 02044146" LLB J7 HORIZONTAL: 1 "= 40' VERTICAL: 1"=2' WU Li- U- LL L E80 w00 ij M z_ z ul a Wg (1)im ��o cwi�z�~= --'r -u Z0 W =QZ� �cn =wZ a Boa °o J =cf c: ww w mz w =0� =w;��. cj) ZU0f3: 0uili- U 0Q� uzZ S - 3: ° W = W_ C�Za~ 1z~' f-❑ Z fY�S� o�.W g: O zz�o wz�mzo t?�00cano0 -5 ,... _ Qwz50uz�rna cn - w U-rzz wc��Pm 00 Lu zwpw watt - O� Q Z CO p U W F- � W f-- dr Z z� z w= O w 4 Q a UJ z0 L U >O m C -) 0ui_ -ZWQ ®� I-Zw QU mkt- ZcncnU z ZZW�UV�u- - WuZ = VU� Q c/)W�Q<Z < Z t1= O WW W � � 4 a M w :� _ U > c o Z <t Q O t❑ ZO =UcnW= wW LL QOM . >QOz� LLJ LLJ 0 uj pWwcn..�� =-❑ w < au_z�u)mgu� >�w�-- Sn(Z-9 cn- mm LL J LLJ ` 0 > m LLJ Uj Z � cwr> >- � CT �F_oa.�° w< L0 0 0 V) N N V` E O E U Z C) M M C) W z W Cq to aD 0 U) od Q U) LL U) c!) Q � m N W N M OZ5 Z N O ti N Z M W W N N � � O O r O N L w a Q W U- W wz w= 0 CL W W � � LL W � � O w 9 < �,,`IkEER * bi tq 4 M uj M 1 U Cop P S �15�93?l �c � N ZD <C Z � Q Z � ~ W W � w <C O U � N � O � - co D W F- W � t� Q Z 0 W DATE 6/05/2014 PA JOB No. 12 -2711 SHEET OF 8 SHEETS CONSTRUCTION NOTES 0 0 LENGTH co TANGENT CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. FL FLOWLINE STATION 30.00 (2 CONSTRUCT 4.5" WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. (CONSTRUCT 5.5s' WIDE COMBINATION TYPE SIDEWALK PER 12 INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. SPECIAL � STD. DWG. ST-3. ALONG AKERS ROAD) 1_47.31' PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE m CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE $'As$. 0 0 00 00 HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS Rl CONSTRUCT TYPE 'A" CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 cq 0 # APPROVED BY CITY ENGINEER. 197.06 m CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. (SEE DETAIL ON SHEET 2) U. U. INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. SPECIAL © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR 0 PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE ............... ................................................................. TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. to 0 ....................... n ......... 348 H-OLOLPHANE LVUI SERIES LEO TEK GCI SERIES CREE XSP SERIES OR EQUIVALENT A (z 27.07 500.00 + + *0 0 APPROVED BY CITY ENGINEER. C9 ❑ CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING . 03*06'09" Clo ti. LL. .. . PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. ......-..Or, O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. c-ob EXISTING UTILITY POLE 346 INSTALL STREET *NAME SIGN PER CITY STANDARDS. Os SEWER MANHOLE ......... INSTALL TRAFFIC SIGN PER CITY STANDARDS. -0,20X SEWER CLEAN OUT RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. d STORM DRAIN MANHOLE "6w ROKINE .............. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. RIGHT-OF-WAY TO FINISHED GRADE PER CITY STANDARDS. . . . . "won "NNW um 00 517o ftm ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ----------- :...:...:...:........................................................................ SEWER ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. .*344 STORM DRAIN EXISTING EDGE OF PAVEMENT -S- EXISTING SEWER MAIN 0. CSI co tor*... CO Cl 00 Lk- u. `� 11 m < \ % � I � 635DA 10+00.00 12 1 13 0 m mu 00 w 00 + vi 00 + 0 r ti 10 00 9 00 0 0 LENGTH co TANGENT TI=4.5 R=22 00 ON CURVE- 30.00 cX 91 *20"27" 12 0 0� � z W 1_47.31' 0) K) zM 04 N 29.81 0 0 00 00 C4 N N a: 0) 0 1** 30.00 cq 0 # cy) 0) 197.06 co N Co LO CO 42.87 U. U. im 00 n ± 06 co c................ + 0 N 0. ............... ................................................................. M to 0 ....................... n ......... 348 03*06'09" co 27.07 500.00 + + *0 0 03*06'09" C9 + 520.00 . 03*06'09" Clo ti. LL. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o o FV, TINO GROUND PROF /LE A-T FL OkOk ....... ........ ................... 346:... ......-..Or, 23.96 8 11.98 7 346 .... ........... 02-44"46"1 ......... -0,20X o .............................................................. "6w ROKINE .............. o o ................................. ........ o ............. o cr. cq to 0. 0 00 CO 0) lr� P41" + II OR C:) c)) K) N 00 tc) + M+ 0 U.) 0 V� .j 0 j I U. T- U. F-5-1 TYP _j 14-501 TYP _1 13 14 15 16 00 00' 00 00 LO co 0 V- 00 00 6 135CZ oF 17 co cm 0 co 5 14 R)f_ - VARIES 00 LO r 4 I 3 C/L 30" 30 10, 20 20 10 2" TYP. 2" TYP. c *27 41N. GRADE LINE SEE PLAN MEW FOR STRUCTURAL SECTIONS co co O co 60' RIGHT-OF-WAY m 00 to 00 n c* 14- + r*-4% + TEMPORARY (0 SUMP 100 2 1� N.T.S. X II 14.50 I I ii Q TYP rYP I I II N IA I N, II II II 17 ii II MTYP - Q ii i 1 1 , , �) I I I I ii II 14 N A Ii m ii to ii 18 19 20 - 21 - 22 0� a0 00 00 00 cb 0) 0 0 co 00 co 0 m + + + + + re) Lf) co co r V050 V- r r L0 PHASE 2 CONSTRUCT 0.20' MIN. A.C. PAVING OVER 0.60' MIN. CRUSHED AGGREGATE BASE OVER 1.00" MIN. NAT. GRD. COMPACTED TO 959 MAX. DENSITY 0 04 RA VARIE SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS ---6" TYPE "B"t CURB & GUTTER W/ 4.5t WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. 90 45 45* _34! 34 ol 00 Q� 0,1, Ww V a: w V) LJ L.Ij 'le LLJ < ('j) 0 0 LENGTH RADIUS TANGENT TI=4.5 R=22 Cl ON CURVE- 30.00 cX 91 *20"27" 12 0 0� � z W 1_47.31' 0) K) zM 04 N 29.81 0 0 00 00 C4 N N a: 0) 0 1** 30.00 cq 0 # cy) 0) 197.06 co N Co LO CO 42.87 U. U. im 00 n 0 06 co c................ + 0 44*24"55" 0. ............... ................................................................. cr. cq to 0. 0 00 CO 0) lr� P41" + II OR C:) c)) K) N 00 tc) + M+ 0 U.) 0 V� .j 0 j I U. T- U. F-5-1 TYP _j 14-501 TYP _1 13 14 15 16 00 00' 00 00 LO co 0 V- 00 00 6 135CZ oF 17 co cm 0 co 5 14 R)f_ - VARIES 00 LO r 4 I 3 C/L 30" 30 10, 20 20 10 2" TYP. 2" TYP. c *27 41N. GRADE LINE SEE PLAN MEW FOR STRUCTURAL SECTIONS co co O co 60' RIGHT-OF-WAY m 00 to 00 n c* 14- + r*-4% + TEMPORARY (0 SUMP 100 2 1� N.T.S. X II 14.50 I I ii Q TYP rYP I I II N IA I N, II II II 17 ii II MTYP - Q ii i 1 1 , , �) I I I I ii II 14 N A Ii m ii to ii 18 19 20 - 21 - 22 0� a0 00 00 00 cb 0) 0 0 co 00 co 0 m + + + + + re) Lf) co co r V050 V- r r L0 PHASE 2 CONSTRUCT 0.20' MIN. A.C. PAVING OVER 0.60' MIN. CRUSHED AGGREGATE BASE OVER 1.00" MIN. NAT. GRD. COMPACTED TO 959 MAX. DENSITY 0 04 RA VARIE SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS ---6" TYPE "B"t CURB & GUTTER W/ 4.5t WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. 90 45 45* _34! 34 ol 00 Q� 0,1, Ww V a: w V) LJ L.Ij 'le LLJ < ('j) SOUTH FLOWLINE PROFILE iii; ni ni� ni ni' n�� ni, iii nil ni nil ui ni nil ni, ui� iii CURVE TABLE 0 0 LENGTH RADIUS TANGENT TI=4.5 R=22 Cl ON CURVE- 30.00 0. 91 *20"27" C2 47.31 30.00 30.19 1_47.31' C3 zM 30.00 29.81 0. 'R w C4 47.12 a: 0) 0 1** 30.00 cq 0 # C5 197.06 co N Co LO CO 42.87 268*49"50" im 00 n 348 06 co c................ + 14.29 44*24"55" 'co + (0 ....................... n to ............... ................................................................. 480.00 to 0 ....................... n ......... 348 03*06'09" co 27.07 500.00 + + *0 0 03*06'09" C9 + 520.00 . 03*06'09" Clo ti. LL. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o o FV, TINO GROUND PROF /LE A-T FL OkOk ....... ........ ................... 346:... ......-..Or, 23.96 25 . 11.98 ............................................................................................................ 346 .... ........... 02-44"46"1 ......... -0,20X o .............................................................. "6w ROKINE .............. o o ................................. ........ o ............. o . . . . "won "NNW um 00 517o ftm 344: ...... :...:...:...:........................................................................ .*344 ..................................................................................................................................................... o ....... 342:...:.. � ............... '342 1- Z 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 0 w a NORTH FLOWLINE PROFILE 47.83' ON CURVE-, CL - 11 (n 0 m 11 m 0 co 0 0 OR I it LO 0 LO m W 348. Nd' CO C4 ��� co LO M.. + .............. co %� ...... ........................................... �.:o S4 to o o o o .................................................................... .......... o 0 ..348 + + '0 0 . . .tom. . . o . U. . . . ROf hZE .. . . . . . . . . . . . . . . . . . . . . .. ZXISTINO GROUND R AT fiOWL Xf ..... ... . ... . . ... ..... . . . . .. .V� . . . . . . . . . . .. 346:...:...:.. 2 -� . :...:...:...:. ..:...:...:...:...:...:...:...:*346 .. . ....... o ............................. . . . . . . . . . . . . . . . . . . . . . . . . . -0,20X . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DE26N ROKINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . * 344* ..... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . o..o ............................... 0 *344 . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... 342 ' ......... * ............... o ................................................................................................... o ............................................................................................o o o ........................................................ o ....................... o .......................... 342 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE iii; ni ni� ni ni' n�� ni, iii nil ni nil ui ni nil ni, ui� iii CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 47.83 30.00 30.71 91 *20"27" C2 47.31 30.00 30.19 90'21'23" C3 46.94 30.00 29.81 89*38'37" C4 47.12 30.00 30.00 90"00'00" C5 197.06 42.00 42.87 268*49"50" C6 27.13 35.00 14.29 44*24"55" C7 25.99 480.00 13.00 03*06'09" C8 27.07 500.00 13.54 03*06'09" C9 28.16 520.00 14.08 03*06'09" Clo 24.92 520.00 12.46 02"44'46" Cil 23.96 500.00 11.98 02"44'46" 23.01 480.00 1 11.51 02-44"46"1 HORIZONTAL 1"=40' VERTICAL.- 1"-p".29 LL W LL ui 0 wow a F_ 0- LLJ z W206 w2ml- ui z ui LLJ < p Lu (1) ui 0 W Zi LL ZO a- i 0- Z 0 I-- OZ Lwu 'Lu = 0 < Z m Ir cl) :c w cz') . > cl) w u- I.- r 0 z li wl '6 cs Rog < w5ow 3: -j w m M z m w =owaCW�U�u¢.. Z,,�Fa-:U o~C ¢_ 0 L L QLu F_ 0 Lu =1 OZ Z 0w 0 (D < W z c 0 00r__ F=- z z &0 w < C'i ui c . �' a u - L) in o w w ?0OOv 3: g6q00_ C/)Z dw Y)Tmw Lu Lu >- > 0 w w a R Lzu P co 0 Uj Z< LOLJ (F- - C6 �a: = J) � OZ Z U < in g uj U.j LL z w m 0 0 < w _j ,,, �- z ww * z w w < 000 < UJ uj CO 0 w (6 a. U) 1) z 0 Ga- zowww ww 0z< 0 w z w 0 CL (W8 .) 0 0 cz/) 0' X: Z-5 Lzu z< w(, <z LL I­ K w Uzom�CL cr)w LQ <UWZ�O Lj Lu ow LL (s) z < L i J Lu Cwl c n 0 clf W 0 z --ji 0 Lu < C6 w 0 = w > 0 0 W W M D 0 0 z a -r J�L''W 3: z < 0 r o`L'��wL" =wOm Lu wz > w =1 0 C>Q- C 1) z 5 (=g (Z-9 czl) 'Lu M T S WZ d � 2 FM- LLJ Ui '0') w LE < w >- = 22 = 0 m w z I= ­ F- 0 Q_ F- 0 0 W < 2 L0 0 O z C) C,e) C,e) 00 L0 C/� (.0 o m C) wz�� 40- Uj Cie) > u C-0 0 U) x C45 < U- U) 0 U) 9 -clue < Ix cn N LU UJI M 06 z (1) C) 0 C/) C%4 Z.0-0 cy) w cl) . C'q co (0 C) C) N 0 r) D C Wz w Z z w w 2 LLJ (1) w > w LL 0 < o < %%EER 00 k 0- GO 4_L LAJ > Q ��'�1s�a3a � SAP LA-. 3; ft-ft 0, w � N ZD J z Z � W W W Q N C) 00 W � � U F� ry O C� m W Z 0 > w DATE 6/05/2014 PA JOB No. 12-2711 SHEET E 0 E / .- .. OF 8 SHEETS ROADSIDE SIGN &PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, &RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING, ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 40 ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. 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. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 22 ARELOCATED FROM 27+33 INSTALL 2 OM4 -3 W31 (CA) — r**� 0 �-w W ryw Qo (3: i� �UW LNLj V) o 20' PAVEMENT DELINEATION LEGEND Q INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A2013, AND A20D. NUMBER IN 0 INDICATES DETAIL N4. ON STANDARD PLAN. REMOVE ALL EXISTING PAVEMENT MARKINGS AND /OR TRAFFIC STRIPING IN 0 CONFLICT WITH NEW CONSTRUCTION (TYPICAL). NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SIGN LEGEND EXISTING SIGN TO REMAIN. Lj INSTALL NEW 1 POST SIGN. Q RELOCATE EXISTING BARRICADE. SIGN LOCATION NOTE "A ": CONSTRUCTION OF THIS PORTION OF SIDEWALK TO BE DEFERRED UNTIL PHASE 2 CONSTRUCTION, TO AVOID REMOVAL OF SIDEWALK WITH EXTENSION OF FUTURE UTILITIES, I.E. WATER, POWER, ETC. 57 IITEMPORARY i SUMP w to w w 1 17 18 18 +50.01 19 ' w FUTURE IMPROVEMENTS (BY OTHERS) PER TRACT 6410 PH 1 -2 W V) ST BEET IMPROVEMENT PLANS Q Z m 0 w CL �Q z SEE NOTE "A" N wow F"_�w oov) 0 (NN) Lij W N SIGN CODES OM4 -3 N RED DIAMOND OBJECT MARKER SNS N STREET NAME SIGN SNS –METRO N METRO STREET NAME SIGN R1 -1 N STOP SIGN WITH STOP BAR R11 -2 N ROAD CLOSED W31(CA) N END W31 A(CA) N ROAD ENDS 500 FT NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. lNSPECTl0NLwoor\'r,< NOTICE: NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FOR ANY WORK WITHIN EXISTING DEDICATED CITY RIGHT –OF –WAY. 36 W31 AC CA i 35 w Lo Q :2Zw Q > uj (_ maw w w 13 1 ORELOCATE TO 16 +93 w U W U_ � � 0 ■ wcLZ wawa Z C� (1) co LLJ z CL 0- Z�- w � Z w 0 w Z � `t O Lo CID C� � cn w �` m J �_ o Z cn to U ZW WO 0w / 11 . -•�. O r LLzJ0 wx � M_ Qw� � X°�WX2 L—.9? ZI- Utip �— ° N W cu cf3 - �a� °zzv0w� > r. O ¢ate =ow =WZ oa�_QI=F- F- = -- ._ Q o LL m 0 a? 69000-%gzo Z W U) 0 � 0 O -•50a. �' ~ ww>-j0 � + Z cu _5755Xc�n� vi =QOow 22 z22 .� �, N w��Z?WOoom W � M oes p ZLI�VJoZ> Lu Qwt= •Qw��ova�. rI � � � N C6 CA. ZQ UQ< Z % M W W owzw=O >w aOz0- �u o Uo °moo r- N (D Q =Uwe -ZLuZ u.z9mshzzzv (D C) �. 0L cw w Ow o>>cUCUwinmo Q r (, tAW� =ZQUZ©� j CIL, =�- O cl) J Z = U W = ¢ W ° :j= �wow�w =�� 0 ~oWwcl) D) w LULL >cnmQcn uw)�'C�mom�w ¢W�WwJZ� >m wwoowZ¢e�cn>-_ wE=-- aw10aw <2 Y W H UAW 0ZW ZWN ryQw — w V) 1 I 11 I � If 11 f I I II I I I l i I RA rT 5944-5 II II I –1 II II I I - - EXISTING I BARRICADE EX. CURB 8c GUTTER 21 23 +18.18 PROPOSED EP �- s--- w e� w 5 20 S00'35'06 "W 21 21+62.02 22 23 24 25 26 24 +83.79 27 27+86.42/o 7 +86.42 28 EX. STRIPING PROPOSED EP w �. Mw EX. CURB & GUTTER Lo M EX. CURB & GUTTER � I NOTE: TRACT 6410 PROPOSES THE 1� TRAFFIC SIGNAL INTERCONNECT ALONG THE EAST OF AKERS ROAD. I TO BE CONNECTED OR EXTENDED I I I i t Q.1 �— r UT U R r I I I I I , r. 5 r 5 is U PARK SlTr I II W II ol � 07 Z o iIV Qw Z Q W 1 SIGNING AND STRIPING PLAN w � 7p, 1 AND 2 AKE RS ROAD HORIZONTAL: 1 " =40' L0 0 0 0 w Q 0 oC � LV �- w L CL C� m W W 2 w ° w i- w LL w -� `., o LL a o a ytkEER III o s � O W � N Q J z a � Q Z z � � w w U) LLJ Q Q 0 � z � N U) � O , — 00 W � O � Q U) � � w � � Q Z 0 cn > �- w N i-- �' DATE 6/05/2014 PA JOB No. 12 -2711 N / SHEET E v 0 E r N / °- C OF 8 SHEETS