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1.1-6802 Ph 1 Record Drawing
w REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 Iq 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) McKEE ROAD CENTERLINE DWY— KATIE ELDER FL— FLOWLINE AN A GREENROCK AV C NOT TO BE USED FOR BIDDING PURPOSES. END CURB RETURN CEANROCK AV MAILROCK AV COGBURN LF 0.30' A.C./0.40' A.B. (AKERS ROAD) 33,750 C U LOCAL STREETS 3,312 N IRON I ROCK AV 0 ANT 96,025 SF LONEROCK AV z 5,718 LF 6" THICK DRIVE APPROACH 0 SF 4" THICK SIDEWALK a �' SIERRA MADRE a EA IDLEROCK AV a o AVENUE it W J N a O WHEEL CHAIR RAMPS Z EA STREET LIGHTS (5800 LUMEN) J EA STREET LIGHTS (9500 LUMEN) Zr EA SAWCUT N LF c 5 EA STRIPING m LF TRAFFIC SIGNAL INTERCONNECT 1,050 Y a #5 PULL BOXES 4 PROJECT w w SITE TAFT HIGHWAY VICINITY MAP NO SCALE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Mf ��♦• ,�• DIAL TOLL FREE 1.800.227-2600 AT LEAST TWO DAYS BEFORE YOU DIG PHASES 1 AND 2 BAKERSFIELD, CALIFORNIA N Pits 2 'ST?,Ee:-r MVR6VE1A�WS SOIL - NOI_ T�E C.oNSTewc_TE b UNTIL STp ILM AN -D V LTi 1MftjS� 5 UM -P CONST2UCT�F-D tN TIR A -CT (o4 -W. . MATERIALS LIST CENTERLINE DWY— ESTIMATED QUANTITIES FOR PLAN FL— FLOWLINE CHECK AND INSPECTION FEE CALCULATIONS. BEGIN CURB RETURN NOT TO BE USED FOR BIDDING PURPOSES. END CURB RETURN COLLECTOR STREET 1,146 LF 0.30' A.C./0.40' A.B. (AKERS ROAD) 33,750 SF LOCAL STREETS 3,312 LF 0.20' A.C./0.60' A.B. 96,025 SF 6" CURB AND GUTTER 5,718 LF 6" THICK DRIVE APPROACH 7,821 SF 4" THICK SIDEWALK 27,647 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) Zr EA SAWCUT 1284 LF TYPE "A" CATCH—BASIN 5 EA STRIPING 832 LF TRAFFIC SIGNAL INTERCONNECT 1,050 LF #5 PULL BOXES 4 EA IxeTimill CL— CENTERLINE DWY— DRIVEWAY FL— FLOWLINE BCR— BEGIN CURB RETURN ECR— END CURB RETURN PI— POINT OF INTERSECTION EC— END CURVE BC— BEGIN CURVE PIVC— POINT OF INTERSECTION VERTICAL CURVE POVC— POINT ON VERTICAL CURVE BVC— BEGIN VERTICAL CURVE EVC— END VERTICAL CURVE PRC— POINT OF REVERSE CURVATURE PCC— POINT OF COMPOUND CURVATURE POC— POINT ON CURVE GB— GRADE BREAK HP— HIGH POINT SHEET No. INDEX CO TITLE SHEET (D DETAILS—GENERAL NOTES OO AKERS ROAD ® IRONROCK AVENUE M SIERRA MADRE AVENUE © DIORITE COURT O GABBRO COURT ® AKERS ROAD SIGNING — STRIPING PLAN LEGEND QX SHEET INDEX NUMBER DIRECTION OF DRAINAGE OO CONCRETE MONUMENT 0 EXISTING CONCRETE MONUMENT + EXISTING STREET NAME SIGN -a 5800 LUMEN STREET LIGHT _(q. 9500 LUMEN STREET LIGHT ,B, CB#12 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN NOTE: SIGN NUMBERS ARE FEDERAL CODE UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES w Z o� W w Of I TRACT 5944-5 I l0 11 1 1 1 rim �---�w 0 — — J I- - SNI w IDLEROCK f AVENUE moi_ X w I I " 1 1 25 26 27 28 29 30 31 32 33 34 TRACT 6410-I- - 1 ( 46 45 44 43 42 41 40 39 38 37 CB COAL ROCK _ - 6 COURT " _ _ CB I I 47 48 49 50 51 52 53 54 55 56 I PHASE 1 - PHASE 2 I 1 I 11 10 9 8 7 6 5 4 3 DIAMOND CK \ I ,� _ 7 COURT " I I 1 I 12 13 14 15 16 17 18 19 20 21 �I--(�— —'1--7-- T —1 I I I I I I I I I I { TRACT 6410 I { I I ROLLING ROCK AVENUE KEY MAP -"- SCALE: 1'=200' U paUO wOcn m J ZO(pW WZW W � m= Z F w Q F p wJ►a w=¢zF zwwm.0¢ mmxwZ�>�cn WSOWSWcgU zHU~��OtLLi.�� �Q W1=30zZUt� nom' fqW OW LLC/JUQZU � W Zvjm O CZ-7��Ocai�-�o00a- ww>-jOV Zxf-vv'>Oow pwQw��ul uj2 OUr Q��pzwo�Om W LL—Z—� In~J p Zp�tnJ�Z> ZwgwaT<p00 Q S U p U Zpw�aawLLaOza !4= Z— M l— Z y to U Z W W O W— > U �W ,=ZQwW pfA p�a>-Owagwx Lu C7cnlyQQ0 Z 0 S 6��ZW 2 a w ;EzQox>p!0 �0w WwQp6Zw�=mwQO==Zp�q mcp1—0Z w�LLOjwaU–Fwm- wEwUo Owz�cn>-co xa V) W LLJ 0 WO x m Z Z OU-Zm 0JOZ W¢ I- c Z Q O W Om0W0~U)I- M N U - W Z~ m Q Q= O wovJ� Z_I-MI— of W QLLI Jcnz�OwJ W O U m a 0 0 a W --L-I L,Ew3::0Zcnm W���j O O N H Q O-WLLpH 0 0 J Ix 0 U M !nn zI-Ld< LLJmO V ! FmN�1-01- n U_ W W J O Q 5 U z (J / W -<200 -j �y W mZ SZOa U W I - m o Z Z W Q J -J L,J Oz�a0�2am Z w}Lli ou z01---t:rs U0IY al=�wowzwo (LW>.U�Z21-- 0 �_JZ00V)00 W%-OWW7w0W I--1--) F-mUO-OOUIY RED RIVER COURT I f � TRACT 6152-5 F_ I II II I I SIERRA MADRE - _ AVENUE PARK SITE TEMPORARY SUMP LOCATION I I � I I I I { I I -- L - -{- — — N U _ -- z O co co O u') CO W z �6 W M Q > v� O U) N X ca LL U) V Q Z Y cu Q 2 00 N coLu W N 7(0 oZj Z (L) O C!) N WZ (j)M W 'r.- (%4 N O O O 0 N L co N ZD J z Z 0 W W W Q O o— n N � O 00 W �- � U U) Z 0 U) LU O � a \ W 0) z W w = J m Z Z w w w w � of LL. a o a co N ZD J z Z 0 W W W Q O o— n N � O 00 W �- � U U) I DATE I I I PA JOB No. C SHEET N 6/05/2014 12-2711 E 0 CL C.O.B. RECORDS No. < OF 8 SHEETS Z 0 U) LU w I DATE I I I PA JOB No. C SHEET N 6/05/2014 12-2711 E 0 CL 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 RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. K • 4 m1 W 112 k 0 1 I ' -e i l Wl 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. 8• 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(8), "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 967., 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 ❑ 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 -10A 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 & CLEANOUTS ® 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 CALTRANS STANDARD PLANS 1• THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® A88A & B CURB RAMP DETAILS Li z Q O o 0i C-30 14.5 4.5 TYR TYP. 16' BOTTOM WIDTH 7' TYP. TYPICAL DRIVEWAY DIMENSIONS N.T.S. TB -1 O O T8-1 18-2 0 0 78-2 78-3 (Comm in) T8-3 (Comm in) T8-4 (Comm In) T8-4 (Comm /n) TB -5 (Comm Out) 7B-5 (Comm out) TB -6 (Comm Out) >s-6 (Comm Out) NAWSECDON LOCAW A WERCONNECT DETAIL N7S �5anm) CLWDU/T TOP NEW N7E85i'C7KN LOCA 71ON B UDS WALL READ 7RAPIC 96WAL' N� C8° &W& IV1fR+QAWT/IfRIAK BLOW 78-1 12') 3'(75mm) KNOCKQUT m WUT PAW f f IX ON) 0 0 OR MULn-cawDurT srs7EM NNPf COLOR A59MMIS CaEAN ORUSH P/N 11INCLION HIRE COLOR 78-1 WRE COLOR 0770N B -B CAPPED /N POLL BOXES XC716YV A -A FOR A6000VAL .MODEM HARNESS /N7ERCUNNECT CABLE A AMNO N W17E IBI -3 N VE B AUDIO N BUO1C 781-4 BLACK C ALM OUT RED 0-5 BLAO1( E ALM WT GREW IB1-6 GREW 18-1 IB -1 TB -1 O O T8-1 18-2 0 0 78-2 78-3 (Comm in) T8-3 (Comm in) T8-4 (Comm In) T8-4 (Comm /n) TB -5 (Comm Out) 7B-5 (Comm out) TB -6 (Comm Out) >s-6 (Comm Out) NAWSECDON LOCAW A WERCONNECT DETAIL N7S �5anm) CLWDU/T TOP NEW N7E85i'C7KN LOCA 71ON B UDS WALL READ 7RAPIC 96WAL' N� 2'( CONDUIT 12') 3'(75mm) KNOCKQUT m KAUCKOUT FOR 4'( Wnm NUL IIDUCT IX ON) 0 0 OR MULn-cawDurT srs7EM (NOT REQUIRED FOR N0.5 PULLBOX) CaEAN ORUSH E ROCK SUMP, SEE 3'(75mm) M/N. CONDUITS WALL BE STD PLAN ES -8 0770N B -B CAPPED /N POLL BOXES XC716YV A -A FOR A6000VAL W h DETAILS `' N0.5 PULIBOX NI7H WD06V ' ::s .- • •''� ! : " •: (NO.6 PULLBOX NTH IXIEN96W SIMILAR) MUL7I--DUCT NIS•. ! + •`{ •::;` ' A VA/t/ES IRAFRC S96NAL IN7E MNECT SHALL BE INSTALLED (f.2m� V ES R=4(L2m) MIN. ALONG ALL ARTERIAL & COUICTORSMEEIS OR AS DIRECTED AS PART OF 7HE STANDARD STREET IMPROVEMENT. OMISSION OF LNTERMWECT CONDUIT ALONG ARTERIAL OR COLLECTOR SHEEP 70 PULLBOX = S7REffTs MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF COVMUN/CAnay /S PRONDED FOR IN THE aTY NIS 7RAMC COMMUNICARON MASTER PLAN NOTE: 70 BE USED ONLY WHEN MUL 77 -DUCT CONDUIT /S REQUIRED ON ALL 96NAL CONDUIT IS ALLOWED 70 BE PLACED COMMUN/CAZIOV BACKBONE ROUTES SHOWN ON THE AT GUTTER LIP LINE. N ALL OTHER CYTY 7RAFRC CAMMUN/CA77ON MASTER PLAM PULL BOXES CASL:� CONDUIT /S 7O BE LXA7ED ARE 70 BE NO. 6. UNDER SIDEWALK AREA. w T-34.DWG ALL OTHER Rou7ES STANDARD DME oe/sa INSTALL Z' SOmm SCHEDULE 40 CLYVDU/T UNDfR SIDEWALK ININ ��+ PULL BO AT (12On) MAXIMUM INTERVAL PULL BOXES w TRAFFIC SIGNAL R. ,WALL RENO. 5 WI IX 57OVSAND KNOCKOUTS CONDUIT SPALL BE BROWNT INTO PULL BOXES PARALLEL 70 THE F_ INTERCONNECT- CStarbuck K0 atm EX/SANG SURFACE HO?IZANTALLI THE TOTAL ANGULAR BOW o WIRING AND PULL BOXES None OF CONDUIT PULL BO SHALL NOT EXCEED 180 APPRDYM a o DEGREES A PULL RAPE CONFORMING TO TC77ON CITY OF BAKEMWgD 86-2050 7NSTALLALION' OF THE STANDARD SPEaRCAnOV CALFOFA T-34 SHALL BE INCLUDED /N ALL NIERCONNECT CONDUIT FAR NSTALLAnAN OF fu7uRE CONDUCTORS a,,, EmGmm PURIC wamS DEPARTMENT z J � O - cr UA 0A o o 2- LL UO Saw2U O] J z "-0%6 w=Z W F Wm=Z�¢moo a¢z0�zwwO0 mcoXLLJ i>°FD0¢ �LLO��OZ�cnajV UO � 55 wxOw=wv�U�tL ZI-UCO2wEa! 9 Q W O m Z z U 0 w w�cnW o z ar X: ¢Iz I.- F o z �oz} ww90mm0wwwNz ww>->pUZxUm owz¢w m -a,0 �n w aPF02wo0Om fl0-a� W MOWF-, � wwzo¢ O Z a g .w w 6 z> ¢it w�QW��a�Or 6aZai=-0>ou¢i� U 2 O W H Z W Q O O �Z=m.azZzp w w OwLL W i= of it z U U Z w Lu p to S � F :a w LLJ � ¢¢ o, pZ0wxwDDzxiW z=- oo O3d ¢wz� 2UwOwwompD >:-w W Z - ow uim-CD=)0z Qw_jwXYDW UZo>1- ww0owz�cai>rs T, w N C3 D L0 0 0 3 U F_ i i 4) E 0 L CL E r CV U T_z o M ♦♦^^ CD VJ O W z L- r �- w M Q>�� N m X 06 U) 0 w w Z Y Q W N co Otet LU N (y)(.0W z � o �oN W z ch W rr �--� C%4 Q0 o(0 0 004 r CL u) N J < Z < � Q w 0 z U) W U :2 W n W <� w � ago z F-- (.0 J WOf LIJ � Q Z U) w 0 a W 0 rY � w LL� z 0 w w = a J m (� Z w � g w w F_ o: o Q LL a o n u) N J < Z < � Q w 0 z U) W U :2 W n W <� w � ago z F-- (.0 J WOf LIJ � Q Z U) z 0 W DATE 6/05/2014 PA JOB No. 12-2711 SHEET 2 OF 8 SHEETS INSTALL STREET NAME SIGN PER CITY STANDARDS. CO SEWER MANHOLE LDSC STPL RW -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. 0 SEWER CLEANOUT 3' RELOCATE ALL UTILITY POLES -COORDINATE WITH UTILITY OWNER. OD STORM DRAIN MANHOLE 6BLOCK' HIGH 45' FL ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. - - RIGHT-OF-WAY 11' 34' TO FINISHED GRADE PER CITY STANDARDS. WALL ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ----------- SEWER 81 ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. _ _ _ _ _ = STORM DRAIN LS AREA * SEE C.O.B. STD. DWG. 4-1 ST -11 FOR SLOPE EXISTING EDGE OF PAVEMENT 2�Nk PARAMETERS -S- - EXISTING SEWER MAIN 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. LoN or CONSTRUCTION NOTES 147.83' ON CUR 11 Q N4 W 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. FL FLOWLINE STATION 30.71 91'20'27" 02 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. CO 90'21'23" z 46.94 30.00 (CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ALONG AKERS ROAD) 89'38'37" INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL mr- Q3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". -c> PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR MODELS INCLUDE EQUIVALENT AS 268'49'50" ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 14.29 APPROVED BY CITY ENGINEER. C7 25.99 E51 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE DETAIL ON SHEET 2) C8 INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL M © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR -O' PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE 03'06'09" U TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 12.46 HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS 23.96 �7 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT &PULL BOXES AT 400' MAX SPACING C12 APPROVED BY CITY ENGINEER. 480.00 11.51 2 PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. cob EXISTING UTILITY POLE W INSTALL STREET NAME SIGN PER CITY STANDARDS. CO SEWER MANHOLE LDSC STPL RW -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. 0 SEWER CLEANOUT 3' RELOCATE ALL UTILITY POLES -COORDINATE WITH UTILITY OWNER. OD STORM DRAIN MANHOLE 6BLOCK' HIGH 45' FL ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. - - RIGHT-OF-WAY 11' 34' TO FINISHED GRADE PER CITY STANDARDS. WALL ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ----------- SEWER 81 ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. _ _ _ _ _ = STORM DRAIN LS AREA * SEE C.O.B. STD. DWG. 4-1 ST -11 FOR SLOPE EXISTING EDGE OF PAVEMENT 2�Nk PARAMETERS -S- - EXISTING SEWER MAIN 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. LoN or CURVE TABLE 147.83' ON CUR 11 Q N4 W } ttom Cl 47.83 30.00 30.71 91'20'27" 0 o n Oi CO 90'21'23" z 46.94 30.00 29.81 89'38'37" C4 47.12 mr- m 90'00'00" C5 z UQ 22 268'49'50" m } � 35.00 14.29 0 C7 25.99 480.00 13.00 03'06'09" C8 27.07 M 13.54 03'06'09" C9 H 520.00 14.08 03'06'09" U 24.92 520.00 12.46 Q C11 23.96 500.00 11.98 0024446- C12 23.01 480.00 11.51 2 INSPECTION WORK 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. 0w w �Ww Qoc=i> �UW W N I I I 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. W z m W O a. O J O cD O U W O 0) `G O + O N 00* '1 I i 0) I w i 3 TEMPORARY rn (n SUMP I 'I`�l Q _ --SEE -OTE "A" 7 �L 57 w U m N N IMPROVEMENTS BY OTHERS PER TRACT 6410 PH 1-2 ST STREET IMPROVEMENT PLANS ST LDSC CL RW PL 45' 3' J CVICTAIO D MA -1 FUTURE CURVE TABLE 147.83' ON CUR 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" C10 24.92 520.00 12.46 o0 C) C11 23.96 500.00 11.98 0024446- C12 23.01 480.00 11.51 W FUTURE 16' HIGH BLOCK WALL r 34' 11' m 8' NAT. GRD. LS AREA Q 4' y C -- ----------------- -------------------- - `-----------=TJ -- .-.----_-.--------.-.--- 90' RIGHT-OF-WAY (0 147.83' ON CUR Z W LO Of � ~ W 100' VERTICAL CURVE 47.121 ' ON CURVE 1 OfZ= Q w W _ I� LLJ O / Q W :3Ld ofD= 00v)w 0= 0 UI- met r7 m z <Ldw U LLJ 6 rn Q: O D:IM UO U I` of Q bi N 06 ++ > /W cn of LLJ LLJ LLJ rn N N S- O) +M 36 d' M N 35 I N 60'1 W m W m� ui to tp et N a0 W -* d m N ;; 60� 10-120-11 20' 10 N M 06 z 10' 2CD' 20' ii 1 ''z_^^ V Z W ro ti C N ci U W ii 1 ii 1 2 o0 C) PROPOSED BLOCK WALL (SEE WALL PLANS,TYP) m 0 `\I CL 0)M M ^ M 00� M 00 1� W W TSI U W 13 - --------------------------- --------------- 'lam ---------------� 1 PAq►06 t-1r4I s "i _� ------------- PHASE i CO-) Crib ( 4 � _ 1 - 3 TYP ------------------- ------ ----- --- ----------------------------- -- -'-----------------=- M N �• S S S M --4 f/ ±18_18 /-PROPOSED EP 16+94.01 17 18 18+50.01 119 20 S00-35'06"VV 21 ' PROPOSED EP 21+62.02�+ ----------------_--- ------� ----------------- ----, FUTURE IMPROVEMENTS (BY OTHERS) WI PER TRACT 6410 PH 1-2 STREET IMPROVEMENT PLANS Q' Z 2O 22 NOTE: CURB AND GUTTER ONLY IS EXISTING. S S 26 u 1 �I� N 03 TYP 27 Q U LaO LU z�vwaiW wZ'�-L� c2wT2wT'>"0p0 F"OFl=LLZ-Z 0EDm�0 �Ox�Oz�coC62 UO W x O W= Wcn W V i l¢L zCO 0LL�x Qoza=U¢�Z� �F -10 wpQZ-(¢00 2wz6TTwzUmzo -,a -�.2o wL,,L>L Zic=i�m OW ZW�d'w F•-fg0 Q'x Oz wopom W IL F Z - � (A ~ J o0�¢�wWZo¢ O Z D fA J p Z o Z�OwoW¢I-Op ¢ W 1-�W xUpUw ,600 -w6z< Ow aw Rw w O Z 2 U O Z Z UIx-Zw~Q(Wj¢LDw 'yz mazzzU U-oWh-ww0W11 �W2=zQWzo� 2 L.- Uwj -�W W O S ~ <:'u > J F Z O= UW=J¢ W 3:ZZ"5;0 pinr >¢wz- owpofffiwwxwom mwH- a w o w W U Z O j m = 2 of x 0 R w z M I -t -o a.�-Uow¢m ,YWH 147.83' ON CUR Z U LLJ O 100' VERTICAL CURVE 47.121 ' ON CURVE 1 OfZ= 47.51' ON CURVE U) O / Q W LLJ O 0= 0 UI- met D: m 0 O Wd' Ld Q Lu 6 rn Q: O D:IM UO U II Ir II 11 Im II I - II C/) II II I II I I > /W cn \\ ---- \\ rn W I -S1 --------- S- ri I c-0 I 7 I EX. CURB & GUTTER I M EX. CURB & GUTTER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ � - - - - - - - - - _- _- ----------------------------------- ----- \\ /�/ -- -- -- -- -- -- -- -- -- -- -- I -- -- ---� \\\ 4 -- --- ------------ - r- -------- _ NOTE: TRACT 6410 PROPOSES THE --,/I \\ TRAFFIC SIGNAL INTERCONNECT ALONG THE EAST OF AKERS ROAD. I I II ( II I I FUTURE (TO BE CONNECTED, OR EXTENDED) I I 1 11 11 I I I �1 U PARKS17r I I II w �' II I I TRACT 13 � �2-•� 01=) PHASES 1 AND 2 I I ►I I o � HLd I zAKE RS ROAD �0z �1U Q w CONSTRUCT 0.30' MIN. A.C. PAVING OVER > 0.40' MIN. CRUSHED AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. Of Q COMPACTED TO 95% MAX. DENSITY Lli T1=6.0 R=41 F75 HORIZONTAL: 1"=40' VERTICAL: 1"=2' U 147.83' ON CUR Z w O 100' VERTICAL CURVE 47.121 ' ON CURVE 1 M 47.51' ON CURVE �) �/ J rn o c a o W zE7 O 0= 0 UI- met D: m 0 O Wd' M Q Lu 6 rn Q: O D:IM UO U > U m --Do U� VSD rn TD X O) +M d• �M M d' M U) z m tD d' W m W m� ui to tp et N a0 W -* d m N m W N M 06 z N O ''z_^^ V Z W ro ti C N ci U W F- w CLU, o0 C) 0 m 0 `\I CL 0)M M ^ M 401" 147.83' ON CUR 47.31' ON CURVE w 46.94' ON CURVE 47.31' ON CURVE�1 100' VERTICAL CURVE 47.121 ' ON CURVE 1 47.12' ON CURVE 47.51' ON CURVE O rn NM '�� w � 0: 0) Oto Uri mst Wd' 0= 0 UI- met D: m 0 O Wd' % MtO torn 0 0= 0 Of 00 Q: N U � U�U� Ud' >00 U U 0 00 a» >M rn Q: O D:IM UO U D: M U D: O U0) U� VSD O) +M d• �M M d' M d- etd m etd' Utir7 m tD d' W m W m� ui to tp et N a0 W -* d m W ^ O m W O m O W 00 it z O w w = CLU, �M J m r7 r7 NSM �M �m Nt) `} 0)M M ^ M 00� M 00 1� W W W W cl W N v- W m to M + n^ M rM rM j M LL a o a u) N ZO J z � a W W Q (/) < 75; Q � > m O o- W CLN Y :5 � Q W �- w V �Q rn 147.83' ON CUR 47.31' ON CURVE 46.94' ON CURVE 47.31' ON CURVE�1 100' VERTICAL CURVE 47.121 ' ON CURVE 1 47.12' ON CURVE 47.51' ON CURVE O rn NM '�� w � 0: 0) Oto Uri mst Wd' 0= 0 UI- met D: m 0 O Wd' % MtO torn fid- Ur- 0= 0 Of 00 Q: N U � U�U� Ud' >00 U U 0 00 a» >M rn Q: O D:IM UO U D: M U D: O U0) U� VSD O) +M d• �M M d' M d- etd m etd' Utir7 m tD d' W m W m� ui to tp et N a0 W -* d m W ^ O m W O m O W 00 �M ,d M r7 r7 NSM �M �m Nt) `} 0)M M ^ M 00� M 00 1� W w O J U LLL� N v- tV r. M m to M + n^ M rM rM j M 350... .................. � co wa. ± + + Nr7M + + + wzaN N N N........ N.......................................M 350 ................. ...... 0) : : 04 ....... ..N . ...... .. ....... ....... ................. ...... 348 :EX/ST/iVGGROUNO PROF/LE �- --��LO . . . . . . . . . . . . AT FLODYL/NE �� _ -- - -- ------ ---- -= _'...: :...:.. :...:...:...:.. :...:.. :. :..�.�._ ....... �_��.---.- ......... _��_ :...:...:348 (-0.450- 3 - - - - - - - - - -:-- _ - -- - - - - _-__----. .: .: .: �ES . --0.409;.: _ : : .. .... SlG1al .10)VNE MLWIE................. : : `� Z > r- 346< .................... N-5 i1/ R011i/NE PRG'�7LE Lu :` ....... ...... ...: .:.:.:...:.: .............................................................................................................:346 .................. DATE 6/05/2014 . GWADE 0 ZITt7 :...:...:...:... :... :... :...:...:.........: Q CN PA JOB No. 12-2711 NAIURALGWaY/ND : : _.._ -._ .. ........................................ +0.30% _....... ........................................•....................... .� SHEET 344: : +'0.20% av ROMthl' PRWE 43) 17+00 Es�pv R-00LINE 18+00 .......................................................... 19+00 20+00 21+00 22+00 23+00 24+00 25+00 .......... 26+00 27+00 :344 28+00 WEST FLOWLINE PROFILE JO e)- (. >- N OF 8 SHEETS CONSTRUCTION NOTES W W < z N m1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. FL FLOWLINE STATION Lu 02 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 'rf INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL 47.31 (CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ALONG AKERS ROAD) -c> PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". 29.81 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 30.00 APPROVED BY CITY ENGINEER. C5 m5 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE DETAIL ON SHEET 2) 42.87 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 14.29 PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE 25.99 480.00 F HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS 27.07 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 13.54 APPROVED BY CITY ENGINEER. C9 mCONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING 14.08 03'06'09" C10 24.92 PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. `-OL) EXISTING UTILITY POLE 9 + INSTALL STREET NAME SIGN PER CITY STANDARDS. OO SEWER MANHOLE -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. 0 SEWER CLEANOUT M O RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. OO STORM DRAIN MANHOLE M O ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. - - RIGHT-OF-WAY ad TO FINISHED GRADE PER CITY STANDARDS. CM06O ± ALL ----------- PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. M SEWER ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. _ _ _ _ _ = STORM DRAIN w (6 w EXISTING EDGE OF PAVEMENT - -S- - EXISTING SEWER MAIN +-H \\ I Ic \ I \ I I \ I I \ I 10+30.0 S S � 11 / /o / �o R/W C/L 30' T 30' EXISTING IMPROVEMENTS -�� 10' 20' 20' 10' 2' TYP. SAWCUT 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) W Z 0� ~ W � W or_� t W F- V) I I II II I I I I I I I I I I I I I I r R.A II II E3 IW I � I I r� GS, II I 1 IJ�i t, I II I I I II II I � I I I I I I I I I I II II I I I I I I I I I I I I - ELEC- _� _ _=EL��C- -\\ EL C =-_-=L = -ELEC_ _ _ _ _ELLE _ _ =-L-= ELEC == i-=-= =ELECT_- _ --- \�- �D - - ° - o I -r7 / + U) _ x 4.50 - - EX SIGN TYP 1 I\6 II 2 SEE NOTE "B" BELOW I i a 12 >- I oll M I i i I mil v ri � U W W < z N ---------------IMT --- ui to O W + O Lu IMPROVEMENTS W ry 'rf 11 12 12+87,86/-13 N89'04'52"W �_ 14 ---------------IMT --- --_ ------- ------ EXISTING IMPROVEMENTS 30.00 'rf -- _Vyt 47.31 vi -w 30.19 2 C3 46.94 EX SIGN 29.81 89'38'37" C4 ESEE NOTE "A" ABOVE 30.00 30.00 90'00'00" C5 197.06 42.00 42.87 268'49'50" C6 27.13 35.00 14.29 F C7 25.99 480.00 F 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 1 10 a 02'44'46" 9 23.01 a � 8 02'44'46" 7 6 M O Z M O M O 0 . . . . . . . . . . M O M O 000 m tM ad W 10+00 CM06O ± It�N 19+00 M MH M CO w (6 w +-H +-H v N v N �- I-- NOTE "B": CONTRACTOR SHALL CONSTRUCT COMBINATION SIDEWALK JM ALONG SLATESTONE STREET TO IDLEROCK AVENUE (EAST SIDE ONLY) 15 16 R/W * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS CONSTRUCT 4.5' WIDE SIDEWALK 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 ® TIME OF SEWER LATERAL PERMIT. S S S 17 --_--___ _-- -- F T EXISTING WATER (PROTECT IN PLACE) 5 1 4 PHASE 1 IRONROCK AVENUE V K CURVE TABLE O 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 42.87 268'49'50" 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 02'44'46" C11 23.96 1 500.00 11.98 02'44'46" C12 23.01 480.00-T-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 ® TIME OF SEWER LATERAL PERMIT. S S S 17 --_--___ _-- -- F T EXISTING WATER (PROTECT IN PLACE) 5 1 4 PHASE 1 IRONROCK AVENUE V K INSPECTION WORK 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. 18 3ETYP- 1 0000 N 00 W O O O co m J nzLLW wwww cwa �„J z O v)m=z�w�=o w0 LLZaz m co 0 O r- co U) O n n co M w= O==wcnx F W is () Q � z1-w1-z0��p� U�� =pWco > U �- INSPECTION WORK 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. 18 3ETYP- 1 0000 N 00 W EXISTING SOUTH FLOWLINE PROFILE -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' U W M to F 0 co mU5 co m J nzLLW wwww cwa �„J z O v)m=z�w�=o w0 LLZaz m co 0 O Lo �m�wzw>m�Q�/� co U) O N M a P7 Q v M w= O==wcnx F W is () Q � z1-w1-z0��p� U�� =pWco > U �- 2 U)i m O- � + O z Z -4 00 W w�-wwUN=N� owQwN�wF cno Q w 00 "'�x00��ooW Z�m m W � M oZ$ W Z N O L- O 350................... .....................................*..............44)................................................................................................... Z � CN W oa6aIx-w0Upw0 ......................350 6=oow►x--zw<ow LL~K%�:L-20w0 ���// LL z > zoo c6 16 aaCn=JW W� O ................... . . . . ................................... . . . . . . . . . . N ............ . . M.................................................................................................. . . . . . . . . . . . . . . . . . . . ...................... . . . . . . . . . . . . . . . 348 :...:...:...:...... ....:.......:...:...:...:...:...:...:. :...:...:...: ..:...:...:.......:.............:.................:...:.......:.......:...:............:.......:........:...:...:...:........348 Qw-jW w4L) 0- >I- :... :. ..:.. .:... :. .................. .. _ _ _ _ _ _ _ -.-- ---. ---: --. --.. (•I-0.20%).. :.. .:. ..: ...:...:...:.. �(+0.20%) .:...:. ..:... _ ... .. ..:.. .: .. _ .. .: ... _ ..:... - EVS17NG RLI K/N£ PRL£ 346'.... ....... . . . . ...........(+............................................................................................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :346 . . . . . 344....................................................................................................................................................................................................:344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 EXISTING SOUTH FLOWLINE PROFILE -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' U N Lu 1 u - o a U 0 wm m O � 1 J nzLLW wwww cwa �„J z O v)m=z�w�=o w0 LLZaz M M w=aZ�z�wzo O Lo �m�wzw>m�Q�/� co U) O mw �OzJcnC6 Up �JCAx�Z_m W Z L- W �2-- ww��QzmwU �u¢ 0t- F- >- !t-- N w= O==wcnx F W is () Q � z1-w1-z0��p� U�� =pWco > U �- 2 U)i m O- � viwOwW�iUmzp p z to ti LL i 6 0 p o o a g Y c Zcu W w�-wwUN=N� owQwN�wF cno Q w 00 "'�x00��ooW Z�m N W ' (o W LU w►_oz cni=m 0 o¢ w W z o a z@ cAJ2z> � M oZ$ W Z N O L- O Of ZpwWwLLWOzQ Z � CN W oa6aIx-w0Upw0 N co 6=oow►x--zw<ow LL~K%�:L-20w0 ���// LL z > zoo O O N r aiwsQ¢Uwz�o p� 6 r o u- ww� W aaCn=JW W� O Wry� �O W Z Q Q 0 zp - _Utnw a' F 3:<z8=>9-OLLF U o�0�ww=Wom o W w m J F wz>cnmQcn M co zo Qw-jW w4L) 0- >I- W wUOwz��}(/) t L0 0 0 3 v N u) N ZD z J z O 0 I � w a � a LL w w w w U = � w m � z Lu LL Ww 0) a SW LL o a u) N ZD z J z O CLa W z wZ LLJ 2 U)i Lu Q Q > '17 O 0. U O� O 75; �Z 0 Wry� - � U U) z O D w DATE 6/05/2014 N PA JOB No. 12-2711 i SHEET E 0 Q E xv OF 8 SHEETS 4.501 TYP 27 28 N N N c00 O ± I 29 to N cV N r-• 10 CONSTRUCTION NOTES VIEW FOR NZ Z dm 10 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. FL FLOWLINE STATION m W �2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. Lfi + INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL a oo W LTJ (CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ALONG AKERS ROAD) _p.. PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE 05 TYI m CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". L0 OD HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS to to ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0. D-14 N APPROVED BY CITY ENGINEER. + rj O + Lo Lo m5 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE DETAIL ON SHEET 2) I INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL < V) W © 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 co �5 -4- TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. O+ HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS CD ± N N N 24.92 APPROVED BY CITY ENGINEER. 12.46 02'44'46" Q7 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING 500.00 11.98 02'44'46" 4v 25 23.01 PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. `� EXISTING UTILITY POLE 21 + INSTALL STREET NAME SIGN PER CITY STANDARDS. OO SEWER MANHOLE Lt_ -�- INSTALL TRAFFIC SIGN PER CITY STANDARDS. © SEWER CLEANOUT RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. OD STORM DRAIN MANHOLE N ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. - - RIGHT-OF-WAY 0 TO FINISHED GRADE PER CITY STANDARDS. N + to 4 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 - - I- - - EXISTING EDGE OF PAVEMENT - - --�-- - �- i/ - -S- - EXISTING SEWER MAIN 4.501 TYP 27 28 N N N c00 O ± I 29 to N cV N r-• 10 W 'q- VIEW FOR NZ Z dm m 60' RIGHT-OF-WAY Z 0 �- � 0) 0 m W 04 nr Lfi + F- W a oo W LTJ O 0 M 05 TYI V)W= Ld Ixof tT n L0 OD � + to to to N ^ o0 N + + rj O + Lo Lo + + I N < V) W + O � + O co N 00i co �5 -4- J W O+ W 0) O CD ± N N N 24.92 520.00 12.46 02'44'46" W LL. 23.96 1 500.00 11.98 02'44'46" 4v 25 23.01 480.00 11.51 24 23 w 22 21 20 Lt_ W a Z a N N N 00 co 0 N N + to 4 p' M 0 (n411 - - I- - - o - - --�-- - �- i/ 0 0) +v- li Ii � -j 0 -------------------------- i/// 635C ® 10+00.00 11 12 N89'03'31 "W 13 4.501 TYP 27 28 N N N c00 O ± I 29 to N cV N r-• 10 SEE PLAN VIEW FOR NZ Z dm m 60' RIGHT-OF-WAY N N m W 04 nr Lfi + 06 + N.1 U O 0 M 05 TYI co V�toNN er O 00 � + to to to N ^ o0 N + m , + Lo Lo + + I N to G- J 19 18 17 L.IJ 16 '3 �5 -4- 4.54C� TY C91 63�5CU I I 14.08 I ' C10 24.92 520.00 12.46 02'44'46" C11 23.96 1 500.00 11.98 02'44'46" 4v 25 23.01 480.00 11.51 26 w N w IIII Lt_ W a Z a N N N 00 co 0 N N + to 4 p' M 0 . f. 10 + + o 0 0) +v- li Ii � -j 0 O a 4.501 TYP 27 28 N N N c00 O ± I 29 to N cV N r-• 10 CA 30' 130' 10' 20' 20' 10' 2' TYP. I 2' TYP. GRADE LINE- SEE PLAN VIEW FOR NZ Z dm m 60' RIGHT-OF-WAY N N m W 04 nr Lfi + 06 + N.1 U O +NC4 M co co V�toNN er O 00 � + to to to N ^ o0 N + .- -j + Lo Lo + + + N to G- J 19 18 17 L.IJ 16 '3 �5 -4- 4.54C� TY C91 63�5CU I I 14.08 I ' C10 24.92 520.00 CA 30' 130' 10' 20' 20' 10' 2' TYP. I 2' TYP. GRADE LINE- SEE PLAN VIEW FOR 32 Z STRUCTURAL SECTIONS m 60' RIGHT-OF-WAY N N TYPICAL LOCAL STREET SECTIC nr Lfi + 06 + N.1 Uo d U U °D LLI Ila m M d' v- M 't er O 00 � + M M O M M ^ O 197.06 to + + c+o r J W J W u- v- J lJi. +M W u- 15 14 13 L.IJ - �5 -4- 4.54C� TY C91 15+69.52 17+15.5 4-,�---15+42.44-------,-»-------- - ----- s�----- 1 & 2 ------ �i 587.5 20 W- --+ 17 14 15 0======$ 4 _______---------- ii 30 31 32 Z 00 m N N N mw Ua O N m Lfi + 06 + + Uo d + II M M Or- w 0 1 30.00 to 90'00'00" +� 197.06 42.00 C4 N C6 �m PHASE 1 14.29 44'24'55" +M W 480.00 + 03'06'09" C8 L.IJ 500.00 13.54 03'06'09" C91 SIERRA MADRE AVENUE 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 TI=4.5 R=22 33 1 34 ri O G� I co Z. * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE -T PARAMETERS 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. i0' 45' II 34' S - S - S 00 50' VERTICAL CURVE (NTS) 47.12' ON CURVE a _ _ zm m000 MOO im NCpra» -*mm�0 WO mm W7 coU� UN a t0 00 W .- m 4 . 44 O �O � 4 W !f to _ in t0 d m co W t0 350.c'.47..................�to ttoo.�..................................................................................... oM C3"n4to� •�d.�OM dM-N�j. . . . . . . . . . . . . . . . . . �1+�1 . .MM. AMM. . . . . . . W�. .350 : + M : : : : co +M : : : : : : : : : : : : : EX/ST/NG GROUND PROF/LE : : : : : of J -J ``� °Q°' + 0; • ccs : : : '� +O �'� J d- �+ + ^ +' 0) :+ .�+ __ =- ATFLpWLINE: +: Vaa�j�� 'nto +- to + r- �+ .O o..........................�..00:a nto .,- ..................r, R ------ .. W LJi V- : :-- --. li. N�OU : �- � W : W W 348: ............................................................................................ .. ... ................................ .................... .... ........ ..348 .................: ............................................................................................ .. ... 'o 346:. :.. :... :..:...:..................:...:...:...:...:...........:...:... .. .................:...: .. ..... ......346 -0.2590 -0.25% - � .62� ........................................................................-Q.2O%...... ................... ........... +0................................. DEY6W fZOKINE PRl 71E� 344:.....................................................:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:.......:...:.......:...:...:...:...:...:...:...:...:........344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 NORTH FLOWLINE PROFILE 50' VERTICAL CURVE (NTS) 47.12' ON CURVE a II 0- p C-) CK) 11 mm VO MON Q.UU 110 04 V� V1� C>00 UN IIMM irO N= a mm OU0 >0) ool- >> etmO) > WO mt! W- W0 V- 00 a. tri m W m met O a O d' 4 W tri U) tri co * m co W N� Q coM tM000 OM m,*,* r- C4,* OM cow �M 0M OO)M r 350_ ..0-4 ............CO :o CR M....:...:...:...:...:...:...:.......:...:...:...:...................:...:...:...:...:.. o.. � LJ r.��- .,�¢M. t�rn� ..�M...:...:...:...:..;°... ^o _ 350 + z v to + + . + . + + EX/ST/NG GROUND PROF/LE + . as t�M tin t+ry, 0 + J - : __ - ATFLpWL/NE. SOW _j . W .� �r -(may. :_. .--.-- :--.������_--- -- -- - •----- ---- �•-� Q -W --- ----�- LL -W U- 348:.. ... ....: ............................................................................................ .7' ... ....: .. .. ..................... ... ........ ." 348 .. . .. . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346........:.. :.. :...:...:. =:...:...:...:............................................................. .. .. . ......................... ..... X1.......:346 5% .........................................................................- : .+0.62 :. : :.. :. : .: : DE.SOV If ZONJNE PROl�7LE 344........................................................:...:...:...:...:...:...:...: :...:...:...:...:...:...:.. :...:...:...:...:...:...:...:...:...:...:...:........344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE 'y--- I I I 35 CURVE LENGTH 00 m W m 47.83 30.00 30.71 a"'). II o v) L..1 LL. 30.19 90.21'23" d LLI 30.00 + n + Or- w 0 1 30.00 30.00 90'00'00" +� 197.06 42.00 42.87 268'49'50" C6 27.13 35.00 14.29 44'24'55" C7 W 480.00 1 13.00 03'06'09" C8 L.IJ 500.00 13.54 03'06'09" C91 Ln S - S - S 00 50' VERTICAL CURVE (NTS) 47.12' ON CURVE a _ _ zm m000 MOO im NCpra» -*mm�0 WO mm W7 coU� UN a t0 00 W .- m 4 . 44 O �O � 4 W !f to _ in t0 d m co W t0 350.c'.47..................�to ttoo.�..................................................................................... oM C3"n4to� •�d.�OM dM-N�j. . . . . . . . . . . . . . . . . . �1+�1 . .MM. AMM. . . . . . . W�. .350 : + M : : : : co +M : : : : : : : : : : : : : EX/ST/NG GROUND PROF/LE : : : : : of J -J ``� °Q°' + 0; • ccs : : : '� +O �'� J d- �+ + ^ +' 0) :+ .�+ __ =- ATFLpWLINE: +: Vaa�j�� 'nto +- to + r- �+ .O o..........................�..00:a nto .,- ..................r, R ------ .. W LJi V- : :-- --. li. N�OU : �- � W : W W 348: ............................................................................................ .. ... ................................ .................... .... ........ ..348 .................: ............................................................................................ .. ... 'o 346:. :.. :... :..:...:..................:...:...:...:...:...........:...:... .. .................:...: .. ..... ......346 -0.2590 -0.25% - � .62� ........................................................................-Q.2O%...... ................... ........... +0................................. DEY6W fZOKINE PRl 71E� 344:.....................................................:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:.......:...:.......:...:...:...:...:...:...:...:...:........344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 NORTH FLOWLINE PROFILE 50' VERTICAL CURVE (NTS) 47.12' ON CURVE a II 0- p C-) CK) 11 mm VO MON Q.UU 110 04 V� V1� C>00 UN IIMM irO N= a mm OU0 >0) ool- >> etmO) > WO mt! W- W0 V- 00 a. tri m W m met O a O d' 4 W tri U) tri co * m co W N� Q coM tM000 OM m,*,* r- C4,* OM cow �M 0M OO)M r 350_ ..0-4 ............CO :o CR M....:...:...:...:...:...:...:.......:...:...:...:...................:...:...:...:...:.. o.. � LJ r.��- .,�¢M. t�rn� ..�M...:...:...:...:..;°... ^o _ 350 + z v to + + . + . + + EX/ST/NG GROUND PROF/LE + . as t�M tin t+ry, 0 + J - : __ - ATFLpWL/NE. SOW _j . W .� �r -(may. :_. .--.-- :--.������_--- -- -- - •----- ---- �•-� Q -W --- ----�- LL -W U- 348:.. ... ....: ............................................................................................ .7' ... ....: .. .. ..................... ... ........ ." 348 .. . .. . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346........:.. :.. :...:...:. =:...:...:...:............................................................. .. .. . ......................... ..... X1.......:346 5% .........................................................................- : .+0.62 :. : :.. :. : .: : DE.SOV If ZONJNE PROl�7LE 344........................................................:...:...:...:...:...:...:...: :...:...:...:...:...:...:.. :...:...:...:...:...:...:...:...:...:...:...:........344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE 'y--- I I I v o_ paV0 W. m oJ Z O W W Z uW W mozVp,z&W06 W.1FwZronw-wp H O� E 8 6- m 0- V Mw��Qzcf)w3:LL cw9m0,0 ZOOw>i �a000w��wC7 o z mowm ¢ rz rx- F LO L, w�Oz>-w rAW Y WU -UQZU zz�aaz,m o 2z3902gw=w W W >-jOVZF-xrn W6 0 o Q ow,- W W p p Z22;Jp6> aw�awFrva�a Z Q W W W LL Q' O Z Q OaZ'OL W japco0 Q=OUWmzwQ0� U F Z W Q U w U LLz m azzz- How > U O�W LL F w zap p z p U rn w �[L' Lu Lu zF-x>p Jpw w O 3 > ¢ wJz - Nwo- Wnm o}w�orn055 WWrnZ mwOJ W z-190jm wwoowz�'vai>-� �F-oaF-00z¢2 z 2 CC O -N- v I UZI HORIZONTAL: 1 "=4&r- VERTICAL: 1"=2' 11 w 40 1 U _ Z o M � t.A O W z :_ W •� M Q > U Uo �-�� co) CL) X U) ) (' a) LL �iZ �c QmN LLI W N M 06 Z 4) o Z Wcn �' Lu �- ('4 m 00 O 0 cV L 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 1 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 1 13.00 03'06'09" C8 27.07 500.00 13.54 03'06'09" C91 8.16 520.00 14.08 03'06'09" C10 24.92 520.00 12.46 02'44'46" C11 23.96 1 500.00 11.98 02'44'46" C12 23.01 480.00 11.51 02'44'46" v o_ paV0 W. m oJ Z O W W Z uW W mozVp,z&W06 W.1FwZronw-wp H O� E 8 6- m 0- V Mw��Qzcf)w3:LL cw9m0,0 ZOOw>i �a000w��wC7 o z mowm ¢ rz rx- F LO L, w�Oz>-w rAW Y WU -UQZU zz�aaz,m o 2z3902gw=w W W >-jOVZF-xrn W6 0 o Q ow,- W W p p Z22;Jp6> aw�awFrva�a Z Q W W W LL Q' O Z Q OaZ'OL W japco0 Q=OUWmzwQ0� U F Z W Q U w U LLz m azzz- How > U O�W LL F w zap p z p U rn w �[L' Lu Lu zF-x>p Jpw w O 3 > ¢ wJz - Nwo- Wnm o}w�orn055 WWrnZ mwOJ W z-190jm wwoowz�'vai>-� �F-oaF-00z¢2 z 2 CC O -N- v I UZI HORIZONTAL: 1 "=4&r- VERTICAL: 1"=2' 11 w 40 1 U _ Z o M � t.A O W z :_ W •� M Q > U Uo �-�� co) CL) X U) ) (' a) LL �iZ �c QmN LLI W N M 06 Z 4) o Z Wcn �' Lu �- ('4 m 00 O 0 cV L 0 3 .D N ui O N Q 0 w � a LL Wit z w w = a m zz wwF- w 2 w N w o Lt_ a a 0 3 .D N DATE 6/05/2014 N PA JOB IN 0. 12-2711 c SHEET E > k o a E n I) - OF 8 SHEETS z O N w DATE 6/05/2014 N PA JOB IN 0. 12-2711 c SHEET E > k o a E n I) - OF 8 SHEETS CONSTRUCTION NOTES I C/L ❑1 CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1. FL R W FLOWLINE STATION 30' 30' m2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL VARIES (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 ?7 10' 20'20' 10' �3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS �'q+ ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 APPROVED BY CITY ENGINEER. 2' TYP. I 2' TYP. �_ *2l *2_%.r 5Q CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE DETAIL ON SHEET 2) 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 PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. APPROVED HOLOLPHA B LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVBY CITY ENGINEER. 7Q CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT &PULL BOXES AT 400' MAX SPACING GRADE LINE SEE PLAN MEW FOR PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. STRUCTURAL SECTIONS OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. COD EXISTING UTILITY POLE 6O' RIGHT-OF-WAY + INSTALL STREET NAME SIGN PER CITY STANDARDS. OO SEWER MANHOLE INSTALL TRAFFIC SIGN PER CITY STANDARDS. © SEWER CLEANOUT TYPICAL LOCAL STREET SECTION n+ N.T.S. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. OO 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 c- r-%/ I nTiA In C' f- IA/rn \/AIAI � vi U IL CID W M O h L000 + N O� r M ►7 M _M M O O+of N Lei 06 cy) co00 co0 46 � � 45 44 � 43 � 42 41 40 I I I I I I -- --i -- - -�- --- - -�- C- - - - - - - SG-- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - 635CY - i - I - --a - ---6 - I-- - +- 10+00.00 11 12 13 N89°03'31 "W I 51 52 M M to ii LENGTH - - - - - - - - - - - - - - - - - - - - - - - - - - - - ii 47.31' ON CURVE Cl CL N M __________________ � 1 18 47.31 30.00 4�____- EMTYP �� �� I o 30.00 29.81 8938'37" ii I o 30.00 30.00 90'00'00" �c� M U* I 0amW04 I 1* TYP 4.50- - - - - 14.29 ... � m OD ...:. 9o, TYP m � W c6350.. C9 28.16 520.00 14.08 03'06'09" u 45' o; M rn � Try :...:...:...: :...:... : Mn ... rn C9 11.98 .350N C12 11 i i 3 ' ................ 11.51 02'44'46" 0 53 54 55 U 00 56 °° W 57 I �� � M M M U M 0 X47 M + + O UW + 0 0 + U m I L0 00Ld U 48 49 50 cV + IIZ40 r- 0 w P. - o a w .... .......................................................... Z A to � 348 M M 0 (00) EXISTING GROUND PROFILE CO........... cep N N No t ON + N OD / '+ + J LL. ILL. O v- M O too ..__ ... ... .. . '- = J -o.... 0-i -' U 346:.. ............:...:...:...:........ O ................ a .. :...:...: :...:... :...:...:...:...:...: ....... :...: :: .01 .. >,�..... 346 I 51 52 M M to ii LENGTH - - - - - - - - - - - - - - - - - - - - - - - - - - - - ii 47.31' ON CURVE Cl CL N M __________________ � 1 18 Z U m m W U a0 n Uw M O 00 * GOD �, v to co 0 39 38 37 t 3 36 u n n n n Q5 TYPI 4.50 I n G * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. ' 34' 11" IIIA IIII II I III 1 & 2 4 to ii LENGTH - - - - - - - - - - - - - - - - - - - - - - - - - - - - ii 47.31' ON CURVE Cl CL 14 15 1617 __________________ � 1 18 47.31 30.00 4�____- EMTYP �� �� I o 30.00 29.81 8938'37" ii I o 30.00 30.00 90'00'00" �c� M U* I 0amW04 I 1* ®" + Oo 35.00 14.29 ... . m OD ...:. 9o, rnLo ` .II....... m n W c6350.. C9 28.16 520.00 14.08 03'06'09" u 45' o; M rn � Try :...:...:...: :...:... : Mn ... rn C9 11.98 .350N C12 11 i i 3 ' ................ 11.51 02'44'46" 0 53 54 55 U 00 56 °° W 57 I �� � M M M U M 0 M + + O UW + 0 0 + U m Q 0 L0 00Ld Ld C4 +M cV + r- 0 P. - PHASE PHASE 1 "` yw uluml I L UUUK I 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 TI=4.5 R=22 U CURVE LENGTH RADIUS TANGENT 47.31' ON CURVE Cl CL 30.00 30.71 91'20'27" C2 47.31 30.00 30.19 90'21'23" C3 46.94 30.00 29.81 8938'37" C4 47.12 30.00 30.00 90'00'00" �c� M U* I 0amW04 I 1* C6 n N 35.00 14.29 ... . m OD ...:. .. .� rnLo ` .II....... m n W c6350.. C9 28.16 520.00 14.08 03'06'09" cV o; M rn � Try :...:...:...: :...:... : Mn ... .M........M , d 500.00 11.98 .350N C12 0). ................ 11.51 02'44'46" 0 4. ...._..................._..........._..................................._.............................................00 U 00 a � cV ow Z 0 .. . 348:.. :...:.. `` r- ..... .... .......................................................... +. 348 EXISTING GROUND PROFILE CO........... ........ / ..__ ... ... .. . '- = J -o.... __._ -' 346:.. ............:...:...:...:........ ................ .. :...:...: :...:... :...:...:...:...:...: ....... :...: :: .01 .. >,�..... 346 -0.209; DE,SYGy. .. . .. PIPGI.... .. .. ......... .......... ................ ... .. .... .. . .. .... .. . : -0.20% .... .... ....... . 344:...:.. :...:...:...:........................................................................................................................................................344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 U o NORTH FLOWLINE PROFILE a a , 46.94 ON CURVE ui= Q F m0 a 0)v0 00 W �n *r trrn m, w1. w r) N0! O Z Lu W Coco LO Mtn 00 oD�M uMjio �� ori 350 ... 06'0 ............ .. orR ................................ U p 11 � M n 350 +M 4n + �rnM + U -ice ........... . . . . . . . . 0). M OW + n D 348:.. :..:.... . ..................................................... .- ............ ........ .:348 EXISTING GROUND PROF/LE : : _ ATF[OdYLINE. : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . -:- --.--.�------- - - -� --�� _ -_ _T - : .. : -0.25% ' 346 :...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...: '346 :...:...................:...:...:...:...:...:...:. -0.20% ;...:....... :. LIEV6W aOKIN£ PRfflL :.......:...:...:...:...:...: +0.21 % ... ._..... ... 747..... 344*.... .............................................. ............. 344 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE i 0 z J -N E ui lcxr HORIZONTAL: 1"=40' VERTICAL: 1"=2' U paLL V0 wOm Z0aaiW WZWF cw„mwcnwwaF..o W �HOpI-�:0a wi¢zf-zww20 I I X W ZO>m�l-- c" If jcicnU Os Uo zw��Jz�wzQ W sOW=WtAU�LL ZF-UH��OIWi� 4 <1!9 WS�LLOcoWU ��v0w o0 1.- X: o z 0a�¢�Z 6o}mW U zz�,WaUVoj8oZQa3 ww} jOVZsw p w Z w y� W� m 0 ovis¢o pc9~zZ`� ►-spzwoAmoom o¢ p zp�v,�gz> z�oWpWa►-oo ¢W F=EW SUpU� Ow � Qwozsc.�ozz� UI= -0W ~z<Lu< w u Z W w Z O WU_ Q U U Z �0 Z w U 0 w g s=, c�7cz»w=�zaQO~p Z p 2 V W= u W 0wr 2w' O W W= w 0 m w¢pu-Z�ccnm! � CL]MCO (woo D co C.9 Uam Z ¢ W U a > F W W UOwZ }co F --moa. O -0a <2 x w I NO .r m �r L0 0 3 a N U 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 8938'37" C4 47.12 30.00 30.00 90'00'00" C5 197.06 42.00 42.87 26849'50" C6 27.13 35.00 14.29 44'24'55" C7 25.99 480.00 13.00 03'06'09" C8 1 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 02'44'46" C12 23.01 480.00 11.51 02'44'46" i 0 z J -N E ui lcxr HORIZONTAL: 1"=40' VERTICAL: 1"=2' U paLL V0 wOm Z0aaiW WZWF cw„mwcnwwaF..o W �HOpI-�:0a wi¢zf-zww20 I I X W ZO>m�l-- c" If jcicnU Os Uo zw��Jz�wzQ W sOW=WtAU�LL ZF-UH��OIWi� 4 <1!9 WS�LLOcoWU ��v0w o0 1.- X: o z 0a�¢�Z 6o}mW U zz�,WaUVoj8oZQa3 ww} jOVZsw p w Z w y� W� m 0 ovis¢o pc9~zZ`� ►-spzwoAmoom o¢ p zp�v,�gz> z�oWpWa►-oo ¢W F=EW SUpU� Ow � Qwozsc.�ozz� UI= -0W ~z<Lu< w u Z W w Z O WU_ Q U U Z �0 Z w U 0 w g s=, c�7cz»w=�zaQO~p Z p 2 V W= u W 0wr 2w' O W W= w 0 m w¢pu-Z�ccnm! � CL]MCO (woo D co C.9 Uam Z ¢ W U a > F W W UOwZ }co F --moa. O -0a <2 x w I NO .r m �r L0 0 3 a N U z w C) M 0 o W z E-7 W M o Q W 75- m > U �(0 U Lu w N a� X 0 U) 4=- v/ 0 (n Z_ Q 2 m N W N M 0zS z N o � W N co _ 04 CO WZ 0 a w a O co 0 O `v T ��G\NEER 4c Oo & �,� dy w 0 �d�1S/9321 * SSP u) N ZD J z F - Z W W W u) W Q 00. ()� I CL N � O - 00 W f - w V CK Q ryIIIII W w 0 a o w W w m p a Lu w ? = Jm 0 WWW W � LL 0 a w a ��G\NEER 4c Oo & �,� dy w 0 �d�1S/9321 * SSP u) N ZD J z F - Z W W W u) W Q 00. ()� I CL N � O - 00 W f - w V CK Q ryIIIII W Z 0 w DATE 6!05/2014 N 11 NA JUB No. 12-2711 U) SHEET Ili E 0 a E F, 6 c"I OF 8 SHEETS CONSTRUCTION NOTES 00 rn rn m1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. FL FLOWLINE STATION X�. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. c00 INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL M (CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ALONG AKERS ROAD) -a PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE Q3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". U n U to HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0. D-14 N APPROVED BY CITY ENGINEER. 0606 5Q CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE DETAIL ON SHEET 2) 04 INSTALL 9,500 LUMEN STREET LIGHT PER C.Q.B. STD. DWG. ST -14 AND C.Q.B. SPECIAL © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR / -so-PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE O TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ..� HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS � � 27.07 APPROVED BY CITY ENGINEER. + 07 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING a : : : -. PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 12.46 OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. `�� EXISTING UTILITY POLE 11.98 -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. OO SEWER MANHOLE 11.51 -II- INSTALL TRAFFIC SIGN PER CITY STANDARDS. © SEWER CLEANOUT RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. OO STORM DRAIN MANHOLE -0.20x 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 ...............................................................................................................................................:344 o EXISTING EDGE OF PAVEMENT LL a - -S- - EXISTING SEWER MAIN i CL 0000 W Lo � �00 00 C6 + "i O p �O W L, � I 0000 0o O 0) ui c6O O ± N 10 9 8 7 I I I I 10+00.00 11 12 1 &U-' 13 ------------------------------------------------- 00 rn rn rn R=22 47.31' ON CURVE I X�. + 00 c00 M M 12 30.00 30.19 90'21'23" z0 46.94 U n U to 10+00.00 11 12 1 &U-' 13 ------------------------------------------------- Iv w N M U ,n a W ago . OR O 04 00 to ♦ + _j o ,' ) O U- O T- Y�_ 14.50 - - - - TYP 130 14 15 0)adco O � r I iV 00 00 0 CURVE I� R=22 47.31' ON CURVE I X�. + 30.00 c r r 12 30.00 30.19 90'21'23" z0 46.94 U n U to 29.81 Nd C4 CSI N . 0606 C5 N ..... 04 04 M oM M348.. 35.00 O O ... ..� ............................................................. ..... ............................... )......... .348 � � 27.07 U + O + a : Iv w N M U ,n a W ago . OR O 04 00 to ♦ + _j o ,' ) O U- O T- Y�_ 14.50 - - - - TYP 130 14 15 0)adco O � r I iV 00 00 0 CURVE LENGTH R=22 47.31' ON CURVE DELTA N + 30.00 M r r 0 110 VA- RIES 00 O M M 4 3 30' 10' 20' 2' TYP. GRADE C/L 30' 20' 10' 2' TYP. *27. 2 ° Mme_ SEE PLAN VIEW FOR STRUCTURAL SECTIONS 60' RIGHT-OF-WAY 00 to rn 00 rn � O ^ TEMPORARY co I / co SUMP S ii I 2 IG i FE SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. ® I x x x ii I 50 35CZ - - - i - - - - �5 TYPTyp - - A - i N 11 I N_89' 3'31 "W 14 � _15 + 16 _ � 17 --- -------------------------ps------------ ----------------- N a3 TYP i i I ococ r n I c I I I I I I I" I o n " I 17 18 19 1 20 21 1 22 0) 0) m 0) 0) ii o: 00 c0 tM O n m Q n to to 0 to Of W C4 r` %J" U) PHASE 2 w Y W GABBRO COURT Q (n 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 z J a 0 -N- 940 cr � 0 cr HORIZONTAL: 1"=40' VERTICAL: 1"=2' U paLL VO woo wZWF cWi�mwowwaF o 2�►s-O���Za wi¢Z~ZWwioz �<nFwo' z >mo¢ H O 0 ZV w_ o S m Z m �o�w=0wU230 ZO-=wo�0LL- 23 w F- O w 10 o I-- �o1T 0 aZooQ�9Zwzd- z -s�LL�oaZmWoWnYWo z z�o0 W�a QW > w>Z-O v Z = oo 6 '~aWZowfwZ 0 OQFZWFm LLWo3a�:wWzoJ p Zpgw20> 0: 00� 0=U8 of avawt-ozpa zOwu,LLJ ai O d z a H w> p o 0 U=Ow�ZaUaOw U-pj!LZMt-UwOwmLL N W==Z Q Lou w a o p���0u-�E W= Q JOwUOCL o= C64- 4 g U> 0 C9tnws�zaa0Lou z p vow LL J0 D w w s w p m w< LL °Qai Lu Mw0Wz�ZCD pam aW-.�WO�Q_ F- W W � • • � o W Z U) } fn m L0 0 0 3 N N U z o M � Lr) U m z O W �� W� M Q w _� 0 Nm Q ad U) 0 LL v J Z -Y QmN ,max W a) M NW Z N O 0. f rl) 04 � � N W Z oM W T. - C%4 N O w O 0 0 `v L W� aTI=4.5 CURVE LENGTH R=22 47.31' ON CURVE DELTA Cl 47.83 30.00 30.71 91'20'27" C2 47.31 30.00 30.19 90'21'23" Ir0 voz= v 46.94 U n U to 29.81 Nd C4 47.12 0_ 00 W CCN MOS . m W� C5 N ..... 42.00 ...... M oM M348.. 35.00 14.29 44-24'55- ... ..� ............................................................. ..... ............................... )......... .348 03'06'09" �.+ 27.07 500.00 + C + : : : : -. C10 EX/STING GROUND PROFILE / 12.46 02'44'46" C11 23.96 500.00 11.98 02'44'46" 346:... ...:..-0:25.:..... 480.00 11.51 r 0.Z6x . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ - J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :346 Z w -0.20x _ .. _ .. _ .. :. .. .: .. UE96W fZ0#f1NE P LE _ _ .: :. .: . F- w ._ ._ 344:...:.. 0 :...:...:...:...:...:.. ...............................................................................................................................................:344 o a LL a :...:..o ......................................................................................................................................................................... 342:......a :......................... . :342 z 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 0- NORTH FLOWLINE PROFILE .s3' ON CURVE (n0: cr0 v UCm9 M� 0_1 MWS m� Wit 348:..+�-.. �� O(6 LOODr-M *; M M :...: -NI ....................................................................................................................................... I M' ........ ..348 rn. + + O O + r .tJ: -. -�--J.:---.--.-.,-` EX/STIN�GROUNOPROF�LE : --------- j 346:...:...:.... -0.. :..... r0.26x............. - - - - - - --- - - - - - -------------. ................................................................................_ ----- _ ___ _____ __.--- --J �......................... :346 ...........................................................................DESyI�IlfZOIK�NE,PIPJ.. -0.20x .............................................. ....................... .. : -o.sox _ 344: ... :........ :...:.......:........... :. ... :...:...:...........................................:...:...:.......................................:...:...:...:...:...:...:...:344 . . . . . . . . . . . . . . . . . . . . . . . . ................................................................................................................................................................................. . 342:...: . .......:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...........:...:.............................................................................................342 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE z J a 0 -N- 940 cr � 0 cr HORIZONTAL: 1"=40' VERTICAL: 1"=2' U paLL VO woo wZWF cWi�mwowwaF o 2�►s-O���Za wi¢Z~ZWwioz �<nFwo' z >mo¢ H O 0 ZV w_ o S m Z m �o�w=0wU230 ZO-=wo�0LL- 23 w F- O w 10 o I-- �o1T 0 aZooQ�9Zwzd- z -s�LL�oaZmWoWnYWo z z�o0 W�a QW > w>Z-O v Z = oo 6 '~aWZowfwZ 0 OQFZWFm LLWo3a�:wWzoJ p Zpgw20> 0: 00� 0=U8 of avawt-ozpa zOwu,LLJ ai O d z a H w> p o 0 U=Ow�ZaUaOw U-pj!LZMt-UwOwmLL N W==Z Q Lou w a o p���0u-�E W= Q JOwUOCL o= C64- 4 g U> 0 C9tnws�zaa0Lou z p vow LL J0 D w w s w p m w< LL °Qai Lu Mw0Wz�ZCD pam aW-.�WO�Q_ F- W W � • • � o W Z U) } fn m L0 0 0 3 N N U z o M � Lr) U m z O W �� W� M Q w _� 0 Nm Q ad U) 0 LL v J Z -Y QmN ,max W a) M NW Z N O 0. f rl) 04 � � N W Z oM W T. - C%4 N O w O 0 0 `v L W� 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" C10 24.92 520.00 12.46 02'44'46" C11 23.96 500.00 11.98 02'44'46" C12 1 23.01 480.00 11.51 02'44'46" z J a 0 -N- 940 cr � 0 cr HORIZONTAL: 1"=40' VERTICAL: 1"=2' U paLL VO woo wZWF cWi�mwowwaF o 2�►s-O���Za wi¢Z~ZWwioz �<nFwo' z >mo¢ H O 0 ZV w_ o S m Z m �o�w=0wU230 ZO-=wo�0LL- 23 w F- O w 10 o I-- �o1T 0 aZooQ�9Zwzd- z -s�LL�oaZmWoWnYWo z z�o0 W�a QW > w>Z-O v Z = oo 6 '~aWZowfwZ 0 OQFZWFm LLWo3a�:wWzoJ p Zpgw20> 0: 00� 0=U8 of avawt-ozpa zOwu,LLJ ai O d z a H w> p o 0 U=Ow�ZaUaOw U-pj!LZMt-UwOwmLL N W==Z Q Lou w a o p���0u-�E W= Q JOwUOCL o= C64- 4 g U> 0 C9tnws�zaa0Lou z p vow LL J0 D w w s w p m w< LL °Qai Lu Mw0Wz�ZCD pam aW-.�WO�Q_ F- W W � • • � o W Z U) } fn m L0 0 0 3 N N U z o M � Lr) U m z O W �� W� M Q w _� 0 Nm Q ad U) 0 LL v J Z -Y QmN ,max W a) M NW Z N O 0. f rl) 04 � � N W Z oM W T. - C%4 N O w O 0 0 `v L W� N ZD Z I < Z 0 Q � W a D Q O 0 -17 0 0 0. a � m � N m Z> C) W LL U) CD W � w V � w z w = m Z w w W F- w w cr_ 0 LL Q o a LL a ��G\NEER 24aoQ� � J w pdy a: P u) N ZD Z < Z 0 Q � W W D Q O Lu -17 0 0 0. � m � N m Z> C) < °0 Q0 CD W � w V � Q U) DATE 6/05/2014 N PA JOB No. 12-2711 1_ SHEET E a a E 7 N OF 8 SHEETS Z 0 L w o: DATE 6/05/2014 N PA JOB No. 12-2711 1_ SHEET E a a E 7 N 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. 4. 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. PAVEMENT DELINEATION LEGEND (x) INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A2013, AND A20D. NUMBER IN(::>INDICATES DETAIL NO. ON STANDARD PLAN. REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN 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 F] EXISTING SIGN TO REMAIN. Lj INSTALL NEW 1 POST SIGN. A RELOCATE EXISTING BARRICADE. --v— SIGN LOCATION NOTE "A": CONSTRUCTION OF THIS PORTION OF SIDEWALK TO BE DEFERRED UNTIL PHASE 2 CONSTRUCTION, TO AVOID Cfl REMOVAL OF SIDEWALK WITH EXTENSION OF FUTURE UTILITIES, 0 I.E. WATER, POWER, ETC. WLd I- W cr- ry Ld W Ld m ov) oZ)ov) <C) Es c) Lj Ld Ld U) U) SIGN CODES OM4-3 — RED DIAMOND OBJECT MARKER SNS — STREET NAME SIGN SNS—METRO — METRO STREET NAME SIGN Rl—1 — STOP SIGN WITH STOP BAR R11-2 — ROAD CLOSED W31 (CA) — END W31 AICA) — ROAD ENDS 500 FT NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. INSPECTION WORK NOME: 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. 22 1 1 1 11 I 57 1 1 36 Ld S TEMPORARY I ) 6V SUMP 11 60' RELOCATED I < ol 20' 20' < FROM 27+33 10' --20' 20 10' Rl—1 Rl—1 INSTALL L M NSTALL (2)OM4-3 LL v W 1 (C ) L W31 A(CA) W31 (CA) SEE NOTE "A" [A . ........... 32% 1 -,ol_ -T� 'to I I I j je<�> 39 1 T I 8 18+50.01 19— r EX CURB & GUTTER - - - - - - - - - - - --------------- ------------------------------------------ - - r FUTURE IMPROVEMENTS (BY OTHERS) LLJ NOTE: TRACT 6410 PROPOSES THE PER TRACT 6410 PH 1-2 01 z TRAFFIC SIGNAL INTERCONNECT STREET IMPROVEMENT PLANS < ALONG THE EAST OF AKERS ROAD. m 0 (TO BE CONNECTED OR EXTENDED) CLI F= FUTURE I II 1. 0 PARK SITE Lu 01 Z 0 :310 NmEftw- mim-follsiall-im -3 �k 35 f"y ry ry SIGNING AND STRIPING PLAN bi T7) PHASES 1 AND 2 AKERS ROAD LL u - M10 wOtn Z ,L;;� lz- 8 Y= z mog 0 Lu oj po lwy- E s g:kj:3 29 Z uj z 1- 0 Z.- 0 0, LL L. 'u 2 ci L C6 w zzgwT2,z68:zH g03:sw2o--,om w I > Z> LLI U) w w < a- w'z- w cl, I W Lu z Z< Fz- iwil 2 w ZZ2 La, LLJ 01- ow ul w LL LL 0- m cl) 0, LoL. 2, 0 ,ow=,= < o w >- LL � --ji 0 T o o w I c6 (uj Ly w 0 (-9 co u oo� 0 Z T ox: .3, Ll X LLj o Nw"-H>wm�12- C*, >7 La Z — . d !;i :UD) mol-5000EW M LLJ 0 0 Z Z -j �* co < X -1 LLI Lu 0 1.- LLI Lu 2 3 w 2 0L) > -3 MY Tir-TolLuzD UWF- 0DW Ld Z LLI 0 > ry Ljj Lli V) 13 1 i i 1 ii II II I 26 10 11 11 1 1K Ul b944 -b 11 11 1 0 z ARELOCATE Rl-1 11 < TO 16+93 F] z 0 < \�\ \1 ----------------- 0 Q Z EXISTING -- - - - - - - - - 32 EX. CURB & GUTTER 4 BARRICADE 4z ,LPROPOSED I oop 7 1h z 25 —26— 2 -7-- 27+86.42 28 -A— X. STRIPING W LJJ w C) EX. CURB & GUTTER < Z %___________________–__— --- - - - - - - - - - - - - - - - - - - - -- L - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - �� > z 0 11 1 r z TRA( --T 6152-5 0 U) II i C) W 00 D < > LLJ 0 �-z� W U HORIZONTAL: 1"=40' < ry- x w � Qw OD U) 0 z 3:1 Lu < Ao 1 3� 0 w LL W w w (9 Z w (w) 3 cr L.�J 0) z i! 0 Z 1 2 III-) L<L w 019 co 3: 42 L>U 26 10 11 11 1 1K Ul b944 -b 11 11 1 0 z ARELOCATE Rl-1 11 < TO 16+93 F] z 0 < \�\ \1 ----------------- 0 Q Z EXISTING -- - - - - - - - - 32 EX. CURB & GUTTER 4 BARRICADE 4z ,LPROPOSED I oop 7 1h z 25 —26— 2 -7-- 27+86.42 28 -A— X. STRIPING W LJJ w C) EX. CURB & GUTTER < Z %___________________–__— --- - - - - - - - - - - - - - - - - - - - -- L - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - �� > z 0 11 1 r z TRA( --T 6152-5 0 U) II i C) W 00 D < > LLJ 0 �-z� W U HORIZONTAL: 1"=40' < ry- x w � Qw OD U) 0 z 3:1 U) z 0 a. .0 0 cr 0 0 LLJ Ld C14 U) z 0 LLJ UL V) DATE 6/05/2014 ,,4 PA JOB No. 12-2711 SHEET E P CL E -�f F, (14 OF 8 SHEETS