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HomeMy WebLinkAbout6.1-1667 Record DrawingBAKERSFIELD, CALIFORNIA REVIEWED BY: TRAFFIC ENGINEER, CIN OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: _:' ?W/C/ PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE RAUL M. ROJAS R.C.E. 39880 BENCHMARK USED: -TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 (CITY DATUM) BASIS OF BEARINGS: THE BEARING OF N 00°57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. VICINITY MAP NO SCALE NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK - IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. COLLECTOR STREET MING AVENUE 0.30' A.C./0.40' A.B. Q w 0 6" CURB AND GUTTER 682 2 w 0 TYPE "M" MEDIAN CURB w w o� TRAFFIC CONTROL SIGNS 6 z SAWCUT Q � WHITE LANE 1987 L.F. TEMPORARY TURNAROUND 2" A.C. 4,611 z LED STREET LIGHTS 1 EA. 5' WIDE CONCRETE SIDEWALK 1,710 w 10' WIDE CONCRETE MULTI -USE TRAIL 3,530 cAMP(Js PARK m P R O J E C T 1 DRIVE LEGEND uj W BOLTHpUsE SITE Z DR/VE— RIVESOUTHERN o SOUTHERNPACIFIC N � FN tV co T RAILROAD 0 BCR- BEGIN CURB RETURN C) 0 ECR- END CURB RETURN Of Pl- POINT OF INTERSECTION w EC- END CURVE -N- BC- BEGIN CURVE 0 PANAMA LANE O POVC- POINT ON VERTICAL CURVE VICINITY MAP NO SCALE NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK - IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. COLLECTOR STREET 430 L.F. 0.30' A.C./0.40' A.B. 21,610 S.F. 6" CURB AND GUTTER 682 L.F. TYPE "M" MEDIAN CURB 736 L.F. TRAFFIC CONTROL SIGNS 6 EA. SAWCUT 137 L.F. STRIPING 1987 L.F. TEMPORARY TURNAROUND 2" A.C. 4,611 S.F. LED STREET LIGHTS 1 EA. 5' WIDE CONCRETE SIDEWALK 1,710 S.F. 10' WIDE CONCRETE MULTI -USE TRAIL 3,530 S.F. BARRICADE 1 EA. LEGEND uj W N M CL- CENTERLINE Z c) DWY- DRIVEWAY 0 Z W N � FN tV co T FL- FLOWLINE BCR- BEGIN CURB RETURN C) 0 ECR- END CURB RETURN O Pl- 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 N- THIS SHEET EP- EDGE OF PAVEMENT ESMT- EASEMENT Mom SHEET No. INDEX 01 TITLE SHEET O GENERAL NOTES & DETAILS OO PLAN & PROFILE ® STRIPING & SIGNAGE PLAN MEDIAN PLAN NOTE: SIGN NUMBERS ARE FEDERAL CODE UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA �o, C,�O4ND SERVZC� _�� DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG S -,/z-1.5 DATE LEGEND TEMPORARY QX SHEET INDEX NUMBER TURNAROUND DIRECTION OF DRAINAGE O EXISTING MONUMENT pO CONCRETE MONUMENT •O- LED STREET LIGHT it _� TEMPORARY SUMP FUTURE Imo' S1Dr j\1 r1rNL p U LL W ESUO worn m � ZO -W wZLLF w w w m w w Q F w ��M,o'sX�ZaZ w2QZl-ZR'Z"26 w U S w Z 0> m U Q Oz�cn�jU lzwwQ3t9E wffi_ S� Z m W S O w= W m U§ LL Z F U m p O t p— = Q!;� S z W U m w ¢of0�_!L zzma2 2 22'6'. � w W>_>02mum, XCLLr-1 pTMEWWEl-m0 Q�� p Z w � U 2 w Et—Z—W UI'-! D O ?1 Q� W W Z p Q p Zp=tn-2Z> Q�Ov � Lu 10- Q w LL Z p"_ O OR Z w 2 O W O Q t=WpZ=UOZZO USUWt_ZL1.I QOW I-Zw Z< L) to W Z w F- W O W U > U w W�= Z Q U Z 0 �_ cn = Z F Q WZd0woo> Q C7fn W S�ZQQOp Zp U_tnw OLL LLL �ZF'2>pJ Q Q Z p 2�- R w w wn 9 0Z W QpOZ�tnmQD >>=w�--cnC9cn— m W 00 Z�? ZO <--- Qw�,wU1a>I-- ww0OwZ Cn>- cp Li Wu- o W Ld 0 O w m Z Z Qa 0W0W0F-NF-� o U_ O Q j www Z J U • Z0_Wcn0LL_ Lj >-QZD?-WF—W= Z< a LLI 0 0 W o z, m O � Q W W� W Z J a LJ W O U Q O O Q ~_ ofzZWO U=F- LLJ �YZ>m(WC9V� ;•-- wmmZ5 Q w 0�> 3:O o LL- W LL- f- W 1� OpJxo Um f ZF-wQWcnOWWO C,r) O � L� Z CK W F - p mcno�0�L_Lj0 r/n� Q0 Lu ��OF-ZUcn V! W�QUppOUJ �y WmZ >ZV) CL O W N LL_ 0U F- W OZ)-aW=�Qm Z 0E - W Q<�QaoF-ZV) Z0F---��OOUof <P—w6wZOWo U UZO CL _j>JQO W Z F- �W zL(n Lj Mowo W; =)OLu=MQfOWW F-mUOF-000Of Z -- O M iii Q 0 co �r ♦� m Z 5 W Z O N w F_ o w w a > j r _Q N v X tr LL �/ JJ Z m N uj W N M Z c) 0 Z W N � FN tV co T W C) 0 O 0 vi 1 CD I 0 F I 1 0 1 1 3 1 51321 IT I CAMPUS PARK DRIVE �a 0 Q F -- V) Q z W m -N- KEY MAP SCALE: 1'=200' V) i rl0 rl N 3 I 0 0 rl w N LL iii Q 0 a Wm w Z m Z m w LL w w a w F_ o w w a 0 vi 1 CD I 0 F I 1 0 1 1 3 1 51321 IT I CAMPUS PARK DRIVE �a 0 Q F -- V) Q z W m -N- KEY MAP SCALE: 1'=200' V) i rl0 rl N 3 I 0 0 rl Q DATE 02/04/2014 PA JOB No. 13-275OG W SHEET O i a 1 i L0 r-04 I COB RECORDS No. OF 4 SHEETS O LZ w Q DATE 02/04/2014 PA JOB No. 13-275OG W SHEET O i a 1 i L0 r-04 I COB RECORDS No. OF 4 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 MAY 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. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTIES WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 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. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 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. COB STREET IMPROVEMENT NOTES 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(B), "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. ® ST -1 CURB AND GUTTER (TYPE -A-,"B" AND "C") ❑ ST -17 ❑ ST -2 COMMERCIAL DRIVEWAY ►-Om_p0-��0� ST -18 ® ST -3 SIDEWALK Q W c? z�WFZQ000� n ZU WW > U.- to cra000w yw20 w ❑ ST -19 ❑ ST -4 RESIDENCE DRIVEWAY U) x W ww>j0VZS,w owQw��wF-cno VJ R3 m aF-=ozwozpom W ❑ ST -20 ❑ ST -5 HOUSE NUMBER FOR CURBS Z n M W UJ� p�z�=owUa -wZ a F w> o m m r v=UOW�QwZQpW i-zw c„u, tiZ CO O ❑ ST -21 ® ST -6 PAVEMENT PATCHES C7[nw=�zQQOo ?�za~o=>o�ptnF ® ST -22 ❑ ST -7 CROSS -GUTTERS mw00z_j?pam W W UO WZ fnYco ❑ D-10 ❑ ST -8 26 INCH PART CIRCLE CULVERT ® D-11 ® ST -9 STREET SPECIFICATIONS ❑ D-14 ® ST -10 STREET SECTIONS ❑ D-15 ❑ ST -10A STREET SECTIONS ❑ D-16 ® ST -11 STREET CROSS SECTIONS ❑ SW -4 El ST-12ALLEY CROSS SECTION ❑ ® ST -13 SURVEY MONUMENT ❑ T-1 T-1 ® ST -14 "STREET LIGHT, MAST ARM TYPE ® T-3 ❑ ST -15 CUL-DE-SACS ® T-12 ❑ ST -16 STREET KNUCKLE ❑ T-34 "FIBERGLASS STREET LIGHTS NOT ALLOWED DESCRIPTION WIDE CROSS -GUTTER MEDIAN CURBS (TYPE "M","M-1" AND "M-2") (PROPOSED STD. 6/2/99) HANDICAP RAMPS PRIVATE STREET GATES REFUSE CONTAINER PAD TRENCH BACKFILL AND COMPACTION REQUIREMENTS SIDEWALK UNDERDRAIN DRAINAGE BASIN CATCH -BASIN, TYPE -A- CATCH-BASIN, TYPE "A-1" GUTTER DEPRESSIONS MANHOLE, TYPE "A" WITH DROP CONNECTION FRAMES & COVER FOR MANHOLES & CLEANOUTS STREET SIGN, POST TYPE MAJOR COLLECTOR TRANSITION MINIMUM ACCESS DESIGN TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES 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 ® RSP A88A&B DESCRIPTION CURB RAMP DETAILS DATE U � w F- � a LL. a LL W w W C) a oavo worn 1 wwNwco a- z wzW Z cn00 W ZFwa►-� FLLZaZ M M a-<zUFzMwZp ir24 zo-Z)>im VJ O ►-Om_p0-��0� W Z L r O �Ws=-�Qzcznw3: N Q W c? z�WFZQ000� n ZU WW > U.- to cra000w yw20 w a Z a~ U Z~ F g N N - m ,6 w'w26i gz8 z In LL. p9�,0a Crn 92�L-. U) x W ww>j0VZS,w owQw��wF-cno VJ R3 m aF-=ozwozpom W oo�Q�003:< wwzo¢ 0 LLI 06 wv Z � O zWowo=v�� aWt 0Ei n/ (? ate' LL C%4 a Z p w W (") a O z Q Z n M W UJ� p�z�=owUa -wZ a F w> o m m r v=UOW�QwZQpW i-zw c„u, tiZ CO O W'SWZOWU a�v�wi>¢UwU)�0 O r rqw�=ZQUZO� ZQ C7[nw=�zQQOo ?�za~o=>o�ptnF nm�mw W VSJ�m Ow a W 0 m w� z V>- 0 Z mw00z_j?pam W W UO WZ fnYco ��oa.=__00w<m ��G\�1EER b/ co C' M � LAJ ; > U 0 o w o, a �d U o NY vi a � w F- � a LL. a LL W w W C) a m z m ~ W LL o Lii Q 0 m w w a ��G\�1EER b/ co C' M � LAJ ; > U 0 o w o, a �d U o NY vi a g DATE 02/04/2014 PA JOB No. 13-275OG ui SHEET w 0 LL i c� 0 L r- 2N OF 4 SHEETS z 0 Lu it g DATE 02/04/2014 PA JOB No. 13-275OG ui SHEET w 0 LL i c� 0 L r- 2N OF 4 SHEETS CONSTRUCTION NOTES & LEGEND 50' r O o r to ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. -ELI m J z�tanW wZw� RIGHT-OF-WAY - - ❑2 CONSTRUCT TYPE "M" MEDIAN CURB PER PROPOSED C.O.B. -O- INSTALL DECORATIVE LED STREET LIGHT SIMILAR C.O.B. STD. MIN 63.68' MAX. 75' STD. DWG. ST -2 (DATED 6/2/1999). SEE SHEET 4 FOR MEDIAN EX. DWG. ST -14 AS APPROVED BY CITY ENGINEER (SEE STREET LIGHTING PLAN). X GROUND PLAN. (+ CONSTRUCT SURVEY MONUMENT ENCASEMENT 3❑ CONSTRUCT 5' WIDE STANDARD TYPE CONCRETE SIDEWALK PER FL VARIES 38.68' TO 50.00' PER C.O.B. STD. DWG. ST -13. 25' 10' WIDE C.O.B. STD. DWG. ST -3. FL FLOWLINE STATIONING ® SAWCUT 2' OFF EXISTING EDGE OF PAVEMENT TO NEAT, EX. EXISTING Z CLEAN, VERTICAL FACE OR AS DIRECTED BY THE CITY LT/RT LEFT/RIGHT MULTI -USE TRAIL ENGINEER. H PROPOSED MEDIAN CURB �v-m Z p m p= U H O EX W EXISTING WATER MAIN ❑5 REMOVE EXISTING GRAVEL. LLI LL n� u¢i V-) =8W�ZWao VKmM<0 OHE EXISTING OVERHEAD UTILITY LINE © RAISE UTILITY BOX TO GRADE, COORDINATE WITH UTILITY T EXISTING AT&T UNDERGROUND LINE _ OWNER. t�=mHQU>�10 � EXISTING WHARF HYDRANT MCONSTRUCT TEMPORARY TURN AROUND PER DETAIL e 3 O EXISTING SURVEY MONUMENT - PROTECT IN PLACE ® INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG. co-, EXISTING UTILITY POLE -PROTECT IN PLACE NO. L-13, COORDINATE LOCATION WITH LANDSCAPE PLANS. _ _ S- - EXISTING SEWER MAIN z ST RW o I M a w 1 rL z_ 19' = 10' 5' 10' LANDSCAPE LANDSCAPE 4' 2' 410 EX GROUND��� fi, a ;a'�� *27 47 5' WIDE SIDEWALK rn?-A��a GRADE LINE - 6" TYPE "B" CURB & NOTE : GUTTER. COMPACT UNDER ..-- ' ��..�� CURB &GUTTER 6" MIN. TO 5101WALK Si�A SE DEFERRED 90% MAX. DENSITY (TYP.) QIVELO�'�1ENT OF AQ�'�ACEAtT P�,RCF�. A C N SEE PLAN VIEW FOR-/ `--COMPACT UNDER CURB STRUCTURAL SECTIONS *SEE C.O.B. STD. DWG. ST -11 AND GUTTER (TYP.) 6" MIN. FOR SLOPE PARAMETERS TO MAX. DENSITY. ❑g RELOCATE STUBS BEHIND CURB AS REQUIRED BY UTILITY 0 EXISTING UTILITY BOX, TYP. (SIZE VARIES) Q Q o ¢ v z COMPANY AND CITY ENGINEER. SEE UTILITY COMPANY PLANS. 0 EXISTING SEWER MANHOLE � --s Lo 0; i= 06 r J rri II-- m N 50' r O o r to c w0cn 0 w -ELI m J z�tanW wZw� r. N r z 00 m Jit0i2l LLZa ST RW a ri MIN 63.68' MAX. 75' �v=i=wZN>m EX. w X GROUND LWi�<-zWWZ 21�'F r�rNORr11�- cWOFo=_MWitLL z10o0L0 2�Mgk r1 0 z FL VARIES 38.68' TO 50.00' 10' 25' 10' WIDE 2'1 27' 1' I 2'1= FUTURE BLOCK WALL LANDSCAPE CONCRETE S25 ono ww�"'�2u)LU Z >o -z -NOTE: SEE SHEET 4 FOR S Q m 21-W g Z z MULTI -USE TRAIL �x o0 ooF=Z¢ Ex.'z-E H PROPOSED MEDIAN CURB �v-m Z p m p= U H O o M\N ZpwWwLLoW6z DESIGN. o z a� w> o LLI LL n� u¢i V-) =8W�ZWao VKmM<0 97 w a�cWnQaOwcn� lq w W= z¢ W W p _ J UoCL t�=mHQU>�10 SEE PLAN VIEW FOR-/ `--COMPACT UNDER CURB STRUCTURAL SECTIONS *SEE C.O.B. STD. DWG. ST -11 AND GUTTER (TYP.) 6" MIN. FOR SLOPE PARAMETERS TO MAX. DENSITY. ❑g RELOCATE STUBS BEHIND CURB AS REQUIRED BY UTILITY 0 EXISTING UTILITY BOX, TYP. (SIZE VARIES) Q Q o ¢ v z COMPANY AND CITY ENGINEER. SEE UTILITY COMPANY PLANS. 0 EXISTING SEWER MANHOLE � --s Lo 0; i= 06 r J rri II-- m N " r- r" 00-j LO r r 0) r- x z 10 CONSTRUCT 10 WIDE, GAS EXISTING GAS MAIN + 4 > + _ + _ > + _ W W o = W o CO ❑ 4 THICK CONCRETE MULTI -USE TRAIL. W -J BUENA VISTA ROAD p = �' W x W LL 0roo 00 r-0 RESID JNIT �L No � � ><U -Z " r... r 0 r 0 r 0 0= (EXISTING)'p W h- � w =!w o 11 INSTALL (2) 4 SCH 40 PVC CONDUITS FOR LANDSCAPE AND FO EXISTING FIBER OPTIC LINE a ui v- r MID-SECTION LINE O 0 w ¢ p o z > m a IRRIGATION PURPOSES (36 DEEP). S PROPOSED SEWER - - a°o -� v to¢ I r i I m W o W z 3W Za r-��,�- CENTERLINE OF 12' WIDE Z o0 0_ o `� , W W o 0 W zTSI EXISTING TRAFFIC SIGNAL INTERCONNECT LINE r- STREET RIGHT-OF-WAY ao , x =u)w=o PG&E POLE LINE ESMT PER BK. 5652, PG. 2001 O+ m m DEDICATION PER DOC. to Lq �. F- i- p a E- v p � ¢ x ,. OHE o+ 00 + No. 00011402t)�o83 , O.R. + f W I co ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT _ - - ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN 0 OHE -j TEMPORARY TURNAROUND EASEMENT TO SES NOTE -� �� VIEW AND PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS GRADE TO THE CITY OF BAKERSFIELD PER DOC. No. ABOVE 3 `o 9 OTHERWISE NOTED. ALL PROFILE SLOPES ARE BASED ON FLOWLINE LENGTHS. DRAIN (TYP) - _ - _ - - - - - E� - - - - ao021�}p2t?!a�°2-_ O.R. I - - SEE LANDSCAPE PLAN & UTILITY COMPOSITE FOR MEDIAN LANDSCAPING ------ =-- - ' _ _ r - - - - - - - - - - CONDUIT. - -- - --- -- - - -6 --- -- --- 354 0 -- - - - - - -- -- ��� ���� �•o - 10_00'_ TEMPORARY _ �_- -- , TURNAROUND s 99.30' -I TEMPORARY SUMP I - - VOLUME REQUIRED.35 AC FT I_ o I I VOLUME PROVIDED=0.35 AC -FT I oI oISUMP HW=352.6 0 I o jI rn SUMP BOTTOM=351.1 2:1 SIDE SLOPES j I \ II 1 I 354 5- 97.33' - I I{ i - 97.33' - - - sR _ 110.00' c - - TEMPORARY DRAINAGE EASEMENT TO THE CITY OF BAKERSFIELD PER DOC. No. _00OZ14O ZO (P01, O.R. TEMPORARY SUMP DETAIL N.T.S. TEMPORARY TURNAROUND EASEMENT TO THE CITY OF BAKERSFIELD PER DOC. No. _ QQRZ LA- Z ?( -CL O.R. F----------------- ------ GRADE TO -----GRADETO 6" AC DIKE - DRAIN (TYP) CONSTRUCT TYPE 3 BARRICADE _ �- WITH (2) OM4-3 W31(CA) o% 5 R=20.0'P R=40.0' L=8.9' � INSTALL 20'X50' 4" THICK GRAVEL L=156.3'I AT END OF TURNAROUND I tS zW 9C O Z p f N z �c�� o0o0co s 0-Q S s o o % X68 U) R=20.0' W RIP RAP SWALE' -� �, \ L=7.3' `� 9 > N m - TEMPORARY i �� SUMP + - _ - 6" AC DIKE - - L=7.1' n -----'-------------------- w-= r� TEMPORARY TURNAROUND DETAIL .,.i N.T.S. 5132 w I `� I 1110' L/S AREA 1 4 -EX-EP PER BUENA VISTA RD. EXISTING RIGHT-OF-WAY PER I 2 STREET IMPROVEMENT PLANS DOC. No. 0212123767, O.R. n L r -I '- I S 89'20 57 E 173 N 175+08.10 170+78.7 171 172 � 174 I 175 0 0 0 S --o-'s S S -{ s O O O o J > I C/) T - J } I W I X U I 0 0 0 0 0 -�- $ (� SEE TAPER TABLE 1 EX. SEWER MAIN o 5 o O O o o {� 4 �w W I♦ o 0 0 0 0 2 W T - 10' L/S -'`� - - r- � o 0 0 0 1--- ---- _ O cO T I ( cn W j I - - TEMPORARY - t W1 - IEX SUMP B SEE DETAIL 0 QM m I' Cf) STREET RIGHT-OF-WAY Q - - - (OZ O cr o � DEDICATION PER DOC. O o � ui o0 ate- � Loa No. 00toZt4tZZok85, O.R. Lo F L- L r Q r Q U _ Z M rnLO Wco W Z 5 Eo W M <C > U�-0(0 CO) a) X L;-- LL W 0 Z Y Q W mN LLI OZ5 W N M W Z NO �z`n'` N W N M w N � o� 0 0 `V CL L U r O o r to c w0cn 0 w -ELI m J z�tanW wZw� r. N r LLI WmW2WW¢F-<j 00 m Jit0i2l LLZa RT U� w0 10.31' �v=i=wZN>m EX. W LL zaxc� X GROUND LWi�<-zWWZ 21�'F r�rNORr11�- cWOFo=_MWitLL z10o0L0 2�Mgk ga000WuXW EX. 1.69' GROUND rrr- ¢oarx--~¢�� ~x aoozLum W a LL LL, w FUTURE BLOCK WALL z z o WW a Z z mo z 0 (BY OTHERS) S25 ono ww�"'�2u)LU Z >o -z o S Q m 21-W g Z z (EXISTING) �x o0 ooF=Z¢ Ex.'z-E wwZo p Z p� Cn J O Z Ww �v-m Z p m p= U H O UJT- ZpwWwLLoW6z u -v- o z a� w> o LLI LL n� u¢i V-) =8W�ZWao VKmM<0 z w O W w a�cWnQaOwcn� lq w W= z¢ W W p J UoCL t�=mHQU>�10 " r- r" 00-j LO r r 0) r- x z 10 CONSTRUCT 10 WIDE, GAS EXISTING GAS MAIN + 4 > + _ + _ > + _ W W o = W o CO ❑ 4 THICK CONCRETE MULTI -USE TRAIL. W -J BUENA VISTA ROAD p = �' W x W LL 0roo 00 r-0 RESID JNIT �L No � � ><U -Z " r... r 0 r 0 r 0 0= (EXISTING)'p W h- � w =!w o 11 INSTALL (2) 4 SCH 40 PVC CONDUITS FOR LANDSCAPE AND FO EXISTING FIBER OPTIC LINE a ui v- r MID-SECTION LINE O 0 w ¢ p o z > m a IRRIGATION PURPOSES (36 DEEP). S PROPOSED SEWER - - a°o -� v to¢ I r i I m W o W z 3W Za r-��,�- CENTERLINE OF 12' WIDE Z o0 0_ o `� , W W o 0 W zTSI EXISTING TRAFFIC SIGNAL INTERCONNECT LINE r- STREET RIGHT-OF-WAY ao , x =u)w=o PG&E POLE LINE ESMT PER BK. 5652, PG. 2001 O+ m m DEDICATION PER DOC. to Lq �. F- i- p a E- v p � ¢ x ,. OHE o+ 00 + No. 00011402t)�o83 , O.R. + f W I co ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT _ - - ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN 0 OHE -j TEMPORARY TURNAROUND EASEMENT TO SES NOTE -� �� VIEW AND PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS GRADE TO THE CITY OF BAKERSFIELD PER DOC. No. ABOVE 3 `o 9 OTHERWISE NOTED. ALL PROFILE SLOPES ARE BASED ON FLOWLINE LENGTHS. DRAIN (TYP) - _ - _ - - - - - E� - - - - ao021�}p2t?!a�°2-_ O.R. I - - SEE LANDSCAPE PLAN & UTILITY COMPOSITE FOR MEDIAN LANDSCAPING ------ =-- - ' _ _ r - - - - - - - - - - CONDUIT. - -- - --- -- - - -6 --- -- --- 354 0 -- - - - - - -- -- ��� ���� �•o - 10_00'_ TEMPORARY _ �_- -- , TURNAROUND s 99.30' -I TEMPORARY SUMP I - - VOLUME REQUIRED.35 AC FT I_ o I I VOLUME PROVIDED=0.35 AC -FT I oI oISUMP HW=352.6 0 I o jI rn SUMP BOTTOM=351.1 2:1 SIDE SLOPES j I \ II 1 I 354 5- 97.33' - I I{ i - 97.33' - - - sR _ 110.00' c - - TEMPORARY DRAINAGE EASEMENT TO THE CITY OF BAKERSFIELD PER DOC. No. _00OZ14O ZO (P01, O.R. TEMPORARY SUMP DETAIL N.T.S. TEMPORARY TURNAROUND EASEMENT TO THE CITY OF BAKERSFIELD PER DOC. No. _ QQRZ LA- Z ?( -CL O.R. F----------------- ------ GRADE TO -----GRADETO 6" AC DIKE - DRAIN (TYP) CONSTRUCT TYPE 3 BARRICADE _ �- WITH (2) OM4-3 W31(CA) o% 5 R=20.0'P R=40.0' L=8.9' � INSTALL 20'X50' 4" THICK GRAVEL L=156.3'I AT END OF TURNAROUND I tS zW 9C O Z p f N z �c�� o0o0co s 0-Q S s o o % X68 U) R=20.0' W RIP RAP SWALE' -� �, \ L=7.3' `� 9 > N m - TEMPORARY i �� SUMP + - _ - 6" AC DIKE - - L=7.1' n -----'-------------------- w-= r� TEMPORARY TURNAROUND DETAIL .,.i N.T.S. 5132 w I `� I 1110' L/S AREA 1 4 -EX-EP PER BUENA VISTA RD. EXISTING RIGHT-OF-WAY PER I 2 STREET IMPROVEMENT PLANS DOC. No. 0212123767, O.R. n L r -I '- I S 89'20 57 E 173 N 175+08.10 170+78.7 171 172 � 174 I 175 0 0 0 S --o-'s S S -{ s O O O o J > I C/) T - J } I W I X U I 0 0 0 0 0 -�- $ (� SEE TAPER TABLE 1 EX. SEWER MAIN o 5 o O O o o {� 4 �w W I♦ o 0 0 0 0 2 W T - 10' L/S -'`� - - r- � o 0 0 0 1--- ---- _ O cO T I ( cn W j I - - TEMPORARY - t W1 - IEX SUMP B SEE DETAIL 0 QM m I' Cf) STREET RIGHT-OF-WAY Q - - - (OZ O cr o � DEDICATION PER DOC. O o � ui o0 ate- � Loa No. 00toZt4tZZok85, O.R. Lo F L- L r Q r Q U _ Z M rnLO Wco W Z 5 Eo W M <C > U�-0(0 CO) a) X L;-- LL W 0 Z Y Q W mN LLI OZ5 W N M W Z NO �z`n'` N W N M w N � o� 0 0 `V CL L -"� r✓ r JFK FUTURE OFFSET FROM CL TO CURB r O o r to 12.00' w H r. N r i- 00 t� RT �/ / 10.31' RT a c6 ori RT + �M ¢ m p ¢ m M � � �tDEv��+LK N = N 1.69' RT 172+12.74 W a LL LL, w m C rm m RT r + �'� Z w o Q�i`A1�.' SI T �. + U (EXISTING) w �v-m UJT- m u -v- w LLI LL IV -low V-) W> a -"� r✓ r JFK FUTURE OFFSET FROM CL TO CURB r O o r to 12.00' co to H r. N r i- 00 t� RT �/ / 10.31' RT TEMPORARY DRAINAGE EASEMENT TO r r�J INI r]r� I R D c6 ori RT + �M ¢ m r N" ¢ m M � � �tDEv��+LK N = BUENA VISTA ROAD 1.69' RT 172+12.74 0.74' RT THE CITY OF BAKERSFIELD PER DOC. r S1 r r + �-0 RT r + �'� z f• + `-cv o Q�i`A1�.' SI T �. + U (EXISTING) No. poo 214o2ota LO.R. - -- �v-m UJT- m u -v- w �- Q :m -N - < > TAPER TABLE 1 STATION OFFSET FROM CL TO CURB 171+37.74 12.00' RT 171+45.24 11.81' RT 171+52.74 11.26' RT 171+60.24 10.31' RT 171+67.74 9.00' RT TANGENT 171+97.74 3.00' RT 172+05.24 1.69' RT 172+12.74 0.74' RT 172+20.24 0.19' RT 172+27.74 0.00' RT TAPER TABLE 2 STATION OFFSET FROM CL TO FL 171+37.74 38.00' RT 171+45.24 38.19' RT 171+52.74 38.75' RT 171+60.24 39.69' RT 171+67.74 41.00' RT TANGENT 171+97.74 47.00' RT 172+05.24 48.31' RT 172+12.74 49.25' RT 172+20.24 49.81' RT 172+27.74 50.00' RT L Vi 3' 3" MAX. GRAVEL 6' SWALE DETAIL N SEE TAPER TABLE 2 CAMPUS PARK HORIZONTAL: 1"=40' -40, DRIVE, VERTICAL: 1"=2' CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED CLASS II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY OECORD DRAWING 11 �cn O p fl N II fl to TI=6.0 R=50.0 11 a M wo 00 co Jf- r toQ r rQ CO _OQ � UZ n o W Lo of f- ul 001- V) M F-- LO " v) LO 00 c rrI�j n 00-1 M LO -j M mJ n Jx n �Oo�to O 1 - OU °'v-�"� °° I- 00 BY; FRED W. PORTER, Ft CE 33448EXP +m EX/STING GROUND PROF/LE M ,°n0 00 LO ALONG NORTH FL0OfINE rn 356------------------- .....356 FX/STING GROUND 'PROF/LE r �. --.-- - .....----- � ....,........... ,AT CENTERLINE _ 354: :...:...:. = :. :...:...:. = = . .: = = +0.20...:...:. = +0.20%a +0:20 +0.20 DESIGN FLOWUNE PROE/LE • NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN _ FIELD,. PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER ........................... IF THERE ARE ANY DISCREPANCIES. 352:...:.......: ..................:...:.............: =...... -:352 170+00 171+00 172+00 173+00 174+00 NORTH FLOWLINE PROFILE SEE TAPER TABLE 2 IIS LO 11mx0 C oof r Loc�W O II DW 0z r- M d- C? W •- tn n r rl prj r a- MF- LO r - CO n nW, n N Wr- M M NATURAL Or M r Om r O m O U GROUND u Lo _ M?� Z �O Q 00 Z m W `ice r h r- 0 + m 00 o + + EXISTING GROUND PROFILE N ALONG SOUTH FL0HfINE 356..... .- ._ ._...................................... ...................�..... .356 - - EXIST/NG GROUND PROFILE -AT CENTER[/NE• - ._ . . . . . . 354 :...:...:...:...:...:...+...:........ ...................................... : :354 .0.25%. +0.25 0 NOTE. VERIFY EXISTING LOCATION AND ELEVATION IN D'fS/GN fZOH2/NE PROf/LE CONSTRUCTION AN NOTIFY ENGINEER FIELD, PRIOR TO CONSTRU D . . . . . . . . . . . . . . . . . . . . . . . : . . . ... . . . . . . . . . . . . . . . . . . . . . ... . ... . .. IF. THERE ARE ANY DISCREPANCIES. 352:...:.......: - :.......:...:352 170+00 171+00 172+00 173+00 174+00 SOUTH FLOWLINE PROFILE DATE 02/04/2014 PA JOB No. 13-275OG z Lu SHEET 0 0 OF 4 SHEETS z 0 U) W w DATE 02/04/2014 PA JOB No. 13-275OG z Lu SHEET 0 0 OF 4 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. TEMPORARY TURN AROUND-,, RE -INSTALL BARRICADE WITH (2) OM4-3 W31(CA) 0 FROM STA. 174+10 r'I I I I I I�I III TEMPORARY SUMP I III ,I IIS 0-semffololll* OM1 -3 - YELLOW DIAMOND OBJECT MARKER OM2 -2V - TYPE II VERTICAL OBJECT MARKER OM4-3 - RED DIAMOND OBJECT MARKER R2-1 - SPEED LIMIT R4-7 - DIVIDED ROAD R7-9 - NO PARKING BIKELANE R26(CA) - NO PARKING ANYTIME R81 (CA) - BIKE LANE W9-1 - RIGHT LANE ENDS W4-2 - MERGE W31 (CA) - END W31 A(CA) - ROAD ENDS 500 FEET TYPE Q(CA) - CALIFORNIA WARNING SIGN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. i 170+78.70 i 1� \\ PAVEMENT DELINEATION LEGEND SIGN LEGEND (N Y ti EXISTING SIGN TO REMAIN. 0 Q INSTALL NEW 1 POST SIGN. 11.26' AND A20D. NUMBER IN Q INDICATES DETAIL NO. ON STANDARD PLAN. INSTALL NEW 2 POST SIGN. ©W ® INSTALL NEW SIGN ON EXISTING OR LL INSTALL 12" WHITE LIMIT LINE AS SHOWN. CONSTRUCTED STREET LIGHT/TRAFFIC � o SIGNAGE AND STRIPING PLAN EX. "BOLTHOUSE" AD RELOCATE BARRICADE ATO TEMP. TURNAROUND SIMILAR W31 A "ROAD ENDS -N- SCALE: 1"=40' _CV (`1100 Y. CI ITTCO SIDEWALK DETAIL ry a w me pcv i -� #-- i KvQ 1 tD 141111 Ab7ACEAT IMPROVEMENTS NIS OF ADJACENT PAFZCEj. CONSTRUCT STANt5ARD TYPE SIDEWALK J& ALL OF TAPER PES, .C.O.B. STS, t)WG• 'ST -3 9N OUTSIDE LANE PAVEMENT DELINEATION LEGEND SIGN LEGEND I I RT EXISTING SIGN TO REMAIN. 0 Q INSTALL NEW 1 POST SIGN. 11.26' AND A20D. NUMBER IN Q INDICATES DETAIL NO. ON STANDARD PLAN. INSTALL NEW 2 POST SIGN. ©W ® INSTALL NEW SIGN ON EXISTING OR LL INSTALL 12" WHITE LIMIT LINE AS SHOWN. CONSTRUCTED STREET LIGHT/TRAFFIC RQ 171+97.74 SIGNAL POLE STANDARD. RT 0 RELOCATE EXISTING SIGN. ®A TE y. REMOVE EXISTING SIGN DY l� (SALVAGE TO CONTRACTOR). DQ ® REMOVE EXISTING SIGN 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. (SALVAGE TO OWNER). ->T SIGN. SIGNS SHALL BE LOCATED PER C.O.B. STD. DWG. T-1 BUENA VISTA INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. OR AS DIRECTED BY CITY ROAD I II I I I I 1 I I r I I 1 I I I I I I I I , I ►r INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. ENGINEER I I _CV (`1100 Y. CI ITTCO SIDEWALK DETAIL ry a w me pcv i -� #-- i KvQ 1 tD 141111 Ab7ACEAT IMPROVEMENTS NIS OF ADJACENT PAFZCEj. CONSTRUCT STANt5ARD TYPE SIDEWALK J& ALL OF TAPER PES, .C.O.B. STS, t)WG• 'ST -3 9N OUTSIDE LANE PAVEMENT DELINEATION LEGEND p a � o wow I I RT w m p J � w F 0 INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, W m = ZW _ } o 11.26' AND A20D. NUMBER IN Q INDICATES DETAIL NO. ON STANDARD PLAN. a Q Z 0z z o ©W INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. w x a z 2 0 w m � o K o o J = LL INSTALL 12" WHITE LIMIT LINE AS SHOWN. zww, Q mz W = o W = W RQ 171+97.74 TEMPORARY RT CONFLICT WITH NEW CONSTRUCTION (TYPICAL).cn o 0 NY PAINT MEDIAN NOSES YELLOW Q o o W Q a o a a w_ DY INSTALL 12" YELLOW DIAGONALS AS SHOWN (50' MAX O.C.) a�o�o 6oz� w 02 v0 ¢ Z DQ INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) zz6wW2,6M Z o o 0 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. ��-, �WZN 1,--2i � x Q p �_ z z INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. wILI_ uuj)500 a o � a 3:Q W w Z o 2�owow¢F-o INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. Q a a Z o F -j m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. Z0z==oWoz 0 w z w x w > p to SATTA 171+58.10(9.00' LT) ATPA 172+93.10(12.00' LT) i j Qwozx,Zwzz NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL �_ Z W � F 0 ca o VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. "Z w ~ w w o w 55 SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE q- W 0QZ;-8w W o 2 SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. z_ Z w o o ` f TC ELEV= 355.18 TRAFFIC SIGNAL LOOPS NOTES: cQ=uiF¢ww�� Z _ W = Q 00 M �zI-x>g Ix L <0 > Q O CD z w O CONTRACTOR SHALL INSTALL NEW TYPE "C" DETECTOR LOOP PER CITY ENGINEER. p;r o o W rn J o wapwz>NaoQ AG ELEV= 355.00 DETECTOR LOOPS SHALL BE INSTALLED PER CAL TRANS STANDARD PLANS, 'o > �w„ -, g q w U - CURRENT EDITION. a jr o' W 0 a O2 EXISTING DETECTOR LOOP, PROTECT IN PLACE. ==��=o4awz F- p a F- 0 p W Q O3 CONTRACTOR SHALL INSTALL NEW TYPE "D" DETECTOR LOOP PER CITY ENGINEER. 175 -�CD DETECTOR LOOPS SHALL BE INSTALLED PER CAL TRANS STANDARD PLANS, CURRENT EDITION. 174 175 _CV (`1100 Y. CI ITTCO SIDEWALK DETAIL ry a w me pcv i -� #-- i KvQ 1 tD 141111 Ab7ACEAT IMPROVEMENTS NIS OF ADJACENT PAFZCEj. CONSTRUCT STANt5ARD TYPE SIDEWALK J& ALL OF TAPER PES, .C.O.B. STS, t)WG• 'ST -3 9N OUTSIDE LANE STA 174+21.21 0 00' LT) o STA 170+78.65(10.69' RT) STA 171+37.74(12.00' RT) STA 172+27.74(0.00' LT) Bc 6' RAD EC 9.84' RAD BGN TAPER SEE TAPER TABLE 1 END TAPER TC ELEV= 356.83 Lo TC ELEV= 355.23 TC ELEV= 355.38 TC ELEV= 355.97 AC ELEV= 354.40 AC ELEV= 354.55 O { AC ELEV= 356.00 AC ELEV= 355.14 I � TEMPORARY SUMP - - U) - - - - - - - - I MEDIAN PLAN I I! -N- I I CAMPUS PARK DRIVE SCALE: 1"=30' BUENA VISTA ROAD NOT T© SCALE" CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 9.84' 30.92' -- 180'00'00" C2 6.00' 18.85' -- 180'00'00" TAPER TABLE 1 STATION OFFSET FROM CL TO CURB 171+37.74 I I RT 171+45.24 11.81' RT I � ' I. 1 I ' I 11.26' RT 171+60.241 10.31' ---- ,,--j 171+67.74 9.00' RT TANGENT L a 0 171+97.74 TEMPORARY RT 172+05.24 1.69' RT TURN AROUND - - - _ - _ - _ - - - - - 0.19' RT 172+27.74 0.00' RT STA 174+21.21(12.00' LT) STA 170+78.75(9.00' LT) ! SATTA 171+58.10(9.00' LT) ATPA 172+93.10(12.00' LT) i j EC 9.84' RAD TC ELEV= 356.1008 ` f TC ELEV= 355.18 TC ELEV= 355.34 PROPOSED MEDIAN TC ELEV= 355.83 00 M AC ELEV= 355.35 AC ELEV= 354.35 AC ELEV= 354.51 AG ELEV= 355.00 170+78.7 171 172 S 89"20'57" E 173 �`' ® 175 -�CD 174 175 �- STA 174+21.21 0 00' LT) o STA 170+78.65(10.69' RT) STA 171+37.74(12.00' RT) STA 172+27.74(0.00' LT) Bc 6' RAD EC 9.84' RAD BGN TAPER SEE TAPER TABLE 1 END TAPER TC ELEV= 356.83 Lo TC ELEV= 355.23 TC ELEV= 355.38 TC ELEV= 355.97 AC ELEV= 354.40 AC ELEV= 354.55 O { AC ELEV= 356.00 AC ELEV= 355.14 I � TEMPORARY SUMP - - U) - - - - - - - - I MEDIAN PLAN I I! -N- I I CAMPUS PARK DRIVE SCALE: 1"=30' BUENA VISTA ROAD NOT T© SCALE" CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 9.84' 30.92' -- 180'00'00" C2 6.00' 18.85' -- 180'00'00" TAPER TABLE 1 STATION OFFSET FROM CL TO CURB 171+37.74 12.00' RT 171+45.24 11.81' RT 171+52.74 11.26' RT 171+60.241 10.31' RT 171+67.74 9.00' RT TANGENT L a 0 171+97.74 3.00' RT 172+05.24 1.69' RT 172+12.74 0.74' RT 172+20.24 0.19' RT 172+27.74 0.00' RT U z o m ul `�^/� VJ O W z �-- W 402- vN Q > U T- �� No X od LL U) 0 0) z Y QW m N 06 W M z N O Qf CID cn c•, W z `r) W _ � �--� N co C) co 0 0 `V T L �W z Q C� z z W Q J \W ��nn / V o z 0. U) G U) W W U) a s= 0 N 0 3 0 U I 0 0 r` N i co 3 i I 0 0 L0 N 1-1 z O ui 0 ti WIL a.m Q N LL W w W CD 00 W W LLa 0 L a 0 a �W z Q C� z z W Q J \W ��nn / V o z 0. U) G U) W W U) a s= 0 N 0 3 0 U I 0 0 r` N i co 3 i I 0 0 L0 N 1-1 Q DATE 02/04/2014 PA JOB No. 13-275OG Ld SHEET w 0 Of 7 0 0 rl 4N OF 4 SHEETS ltj, If I N z O W Q DATE 02/04/2014 PA JOB No. 13-275OG Ld SHEET w 0 Of 7 0 0 rl 4N OF 4 SHEETS ltj, If I N