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HomeMy WebLinkAbout6.1-1660 Ph 2 Rec DrawREVIEWED BY: Elk [VIP] VISTA RIDGE DRIVE TO WHITE LANE PHASE 2 TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: Ll 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 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. p MING AVENUE DRIVEWAY Q FLOWLINE BCR- 0 ECR- END CURB RETURN PI- w D EC- w 0 W 0 BEGIN CURVE Q w POVC- POINT ON VERTICAL CURVE z BEGIN VERTICAL CURVE EVC– m WHITE LANE POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK z HIGH POINT �-- w R -2 ZONING PARK CAMPUs m /� P R O J E C T i �LTHO SITE .S, DRIVE SE 0 SOUTHERN PACIFIC RAILROAD 0 i, m PHASE 4 !�I L. w > PHASE 4 m -N- PHASE 2 0 1 PANAMA LANE 0 VICINITY MAP NO SCALE LEGEND BAKERSFIELD, CALIFORNIA R-2 ZONING 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 �-- THIS SHEET EP- EDGE OF PAVEMENT MATERIALS LIST PHASE 2 ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. ARTERIAL STREET 741 L.F. 0.45' A.C. /0.55' A.B. 16,311 S.F. 6" CURB AND GUTTER 593 L.F. TYPE "M" MEDIAN CURB 885 L.F. TRAFFIC CONTROL SIGNS 5 EA. SAWCUT 1,669 L.F. STRIPING 4,772 L.F. RELOCATE 1A TRAFFIC SIGNAL POLE 1 EA. TYPE 3 BARRICADE 1 EA. 0.75' THICK GRAVEL 2,315 S.F. GRIND & OVERLAY 0.2' 1,906 S.F. LED STREET LIGHTS 1 EA. NOTE: CONSTRUCTION OF MULTI -USE TRAIL SHALL BE DEFERRED UNTIL DEVELOPMENT OF ADJACENT PARCELS. PHASE 4 PHASE 2 CAMPUS PARK DRIVE MATCH LINE SEE RIGHT J ' PHASE 4 PHASE 2 LLl 1C) 11 /\ 0 E0 R -2 ZONING ,0 L_, s 00 PHASE 2 t i w PHASE 1 U� cn I° a I° m la V) 'S !Q Iz w I TRACT 5186 M.B. 39, PG. 78 PHASE 2 PHASE 1 pl@ +OPEN TRAIL I ROAD TEMP SUMP SHEET No. INDEX LOT 4 OF LOT LINE a, I ! TRACT 6187 ADJUSTMENT No. 12 -0133 �i M.B. 50, PG. 192 CD TITLE SHEET h TEMP SUMP �2 GENERAL NOTES & DETAILS VISTA RIDGE lI DRIVE 03 BUENA VISTA ROAD PLAN & PROFILE PHASES 1 & 2 �� 1 '�' �� 1 - - -_ Ii --_ - -- STATION 23 +21 TO 36 +05 -- �- ® BUENA VISTA ROAD PLAN & PROFILE EXISTING IWROVEMENM PHASE 4 STATION 36 +05 TO 49 +00 ! Iw Q5 BUENA VISTA ROAD PLAN & PROFILE COMMERCIAL "I PHASES 3&4 STATION 49 +00 TO END IMPROVEMENTS 49 © BUENA VISTA ROAD STRIPING & SIGNAGE PLAN PHASES 1 & 2 ' PHASE 2 INTERIM STRIPING PLAN I P.M. 8956 P.M. BK. 38, PG, 77 O BUENA VISTA ROAD STRIPING & SIGNAGE PLAN BOLTHOUSE _! DRIVE PHASES 3 & 4 RECORD DRAWING SHIN% 2 ON �H ' � f� _ f� o I> l3 �� _ COMMERCIAL ! D R�z RED W. PO ER$ RCE '33+448 EXP. I) I m � 1 IZE-✓I slaJS QPMZoi p Fat P4 Q SE Z ONIL4 c 5RF_ V Ik/. POP-7-f- 2 DATE KcE X33448 MARIeki P s DA TE SOUTHERN PACIFIC RAILROAD SOUTHEAST CORNER SEC. 13, T. 30 S., R. 26 E, BEGIN CL STATION 10 +00 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1 MIX tv DIAL TOLL FREE 1- 800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG TRACT 5135 -B STOCKDALE M.B. 38, PG. 148\\ yyGH SCHOOL PRASE 3 WHITE LANE -PHA 3 NORTHEAST CORNER SEC. 13, T. 30 S., R. 26 E., END CL li STATION 62 +79.83 TEMP SUMP- 1 0 COMMERCIAL O SITE � I- w I I V) TEMP SUMP -1 0 s PHASE 3 PHASE 4 TEMP SUMP ll LLI to 11 U� CL1 0 O LLI 1- 0 Li w co 7 LLU�_� 0 to P,I i' I !1 �5 ° Q 0 w F- Q z Li m PM 4099 P.M. BK. 18, PG 120 MUSTANG WAY 11_ PHASE 3 PHASE 4 TRACT 4861 M.B. 37, PG. 124 SOLTIERRA PLACE TRACT 5135 -B M.B. 38, PG. 148 rm U w LL L- LL waUO worn wpwr mom 9 U rL w w° w< LL_ LL! to m = z F- LLj LLI �t- Ox��iQa U�- zOz cr) LL Oz- �inu�U Z° W �UOQnt�w w x x a N= z m wTUw¢ W u)C -) T z L.) L,E0OOH 00 OwU(nuw)c7 w Z. 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Oaw 0 0 _j _j ° ° w m zf• - wQwc�wwo ® cn - m(n�iE zo oF- wOOi =zuw U w Y J < O. z �om?°�5zma LL a.~U_0U w L1J 0z> - Q <L, Jm LLB < - c-) U) tnZ w��QQ z0► -®OU CD Q�3FiLowz °o 0O(nU® Ww�atz^, Q�wwcwn W °M(nwL °jr> y>-owmmwow F- �U °HOOU� -N- KEY MAP SCALE: 1' =200' MATCH LINE SEE LEFT U Z o M d1 � W z �° O N W 'Fa Ch Q > L) E- 0 PV) c N VJ Z cu Q R m uj N W N O Z co N W z NM W v1_ N C) co O 0 N L �A !� oRF LEGEND w d SHEET INDEX NUMBER a N DIRECTION OF DRAINAGE "' p.� d � EXISTING MONUMENT 00 ~ w cr m W w !' U CONCRETE MONUMENT ate. co ILLUSION -a LED STREET LIGHT 0 I• WAY Lo .I R -2 ZONING i TRACT 5186 'i M.B. 39, PG. 80 i, PHASE 4 !�I L. PHASE 4 PHASE 2 PHASE 2 -N- KEY MAP SCALE: 1' =200' MATCH LINE SEE LEFT U Z o M d1 � W z �° O N W 'Fa Ch Q > L) E- 0 PV) c N VJ Z cu Q R m uj N W N O Z co N W z NM W v1_ N C) co O 0 N L �A v w d a N a LL w N p.� d � w w 0 LLI u 00 ~ w cr m W w a o ate. NEER � b, w Q 3 >0 _ 0 o� U U 8- O- d' �v o�d44'S�1938 w c Z Q J w z o Q = uj O� o W W \ ~ W U) > U) O > -- W t Z W .�,. —�(D IIIIIii—� w W VJ N 0 z w m DATE 02/13/2013 PA JOB No. 122642 SHEET a t� N N OF 7 SHEETS v d N W co 0 N DATE 02/13/2013 PA JOB No. 122642 SHEET a t� N N OF 7 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, 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 CAI_ 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 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT, THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B, ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING, ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN, C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17, IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE, ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS, A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE, THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER, 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2,4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY, 20, THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0,02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE n A n , r, B n „ AND C " ® ST -2 COMMERCIAL DRIVEWAY ® ST -3 SIDEWALK ❑ ST -4 RESIDENCE DRIVEWAY ❑ ST -5 HOUSE NUMBER FOR CURBS ® ST -6 PAVEMENT PATCHES ❑ ST -7 CROSS- GUTTERS ❑ ST -8 26 INCH PART CIRCLE CULVERT ® ST -9 STREET SPECIFICATIONS ® ST -10 STREET SECTIONS ❑ ST -10A STREET SECTIONS ® ST -11 STREET CROSS SECTIONS ❑ ST -12 ALLEY CROSS SECTION ® ST -13 SURVEY MONUMENT ® ST -14 "STREET LIGHT, MAST ARM TYPE ❑ ST -15 CUL -DE -SACS ❑ ST -16 STREET KNUCKLE "FIBERGLASS STREET LIGHTS NOT ALLOWED CITY STD. NO. DESCRIPTION ❑ ST -17 WIDE CROSS- GUTTER ® ST -2 MEDIAN CURBS (TYPE "M ", "M -1" AND "M -2 ") (PROPOSED STD. 6/2/99) ❑ ST -19 HANDICAP RAMPS ❑ ST -20 PRIVATE STREET GATES ❑ ST -21 REFUSE CONTAINER PAD ® ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ D -10 SIDEWALK UNDERDRAIN ❑ D -11 DRAINAGE BASIN ❑ D -14 CATCH - BASIN, TYPE "A" ❑ D -15 CATCH- BASIN, TYPE "A -1" ❑ D -16 GUTTER DEPRESSIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® T -1 STREET SIGN, POST TYPE ® T -4 MAJOR ARTERIAL TRANSITION ® T -8 ONE -WAY MEDIAN OPENING ® T -34 TRAFFIC SIGNAL INTERCONNECT - WIRING - a 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 ® A88A &B DESCRIPTION CURB RAMP DETAILS RECORD DRAWING 'PK k sF 'L ON Lvt -'- l BY, FRED W. PORTER, RCE 33448 E P DATE C2P MODEM INTERAOVN£CT/IERUTNAL OL06K 18-1 KOl/T FOR 4 100mm) MUL 77DUCT INPUT PANEL 14 ULTI- CONDO T SYSTEM 0 WIRE COLOR ASYGNYMEN75 CLEAN CRU PIN FUNCTION WIRE COL OR TB -1 WIRE COL OR STD PLAN ES -8 MODEM HARNESS INTERCONNECT CABLE A AUDIO IN HINT£ T9l -3 N IITr B AUDIO IN BLACK T81-4 BLACK C AUDIO CUT RED T61 -5 BLACK E AUDIO OUT GREEN 781-6 GREEN 7B -1 78 -1 TB -1 O W LL o TB -1 T8 -2 0 O TB -2 78-3 (Comm /n) - a z� T9-3 (Comm /n) 78-4 (Comm In) -6- -:3- 49-4 (Comm /n) 78-5 (Comm Out) T8-5 pmm Out) 78-6 (Comm Out) F- TB -6 (Comm Out) J INTERSEC7701V INTERSECTION LOCATION A W LOCATION B Q INTERCONNECT DETAIL O NIS TOP V /EW ?5mm) 2 (50mm) CONDUIT LIDS SHALL READ "TRAFFIC SIGNAL' U LU LL U_ woo fL O li CO p z U� w w O LL cwnmwcnwW7d -gip �wHO�Ht�i.zaZ W S L~ Z W w 0 Lu OAwZO >mOQ �OLL��OZwU~i>criU z,.uwtrUOQpCDtY W Q'2 -�(fj2�Zm ��- U ~NOOwpH �Q S zz L,� Ln 0Z ZC�Zw �z n zO �� �o LLV 3�o O F °zQ Z �aSs"6ZO O=r=�w W W }>0VZSIn(r p;�zdw��w�'cno v;��oZw000m 00 3:zd�W °wZO� 0oo ZQ lY�IY °2 UpU2' wF- ¢w�UnZpa oOZ� =°W8a< r d OZ a F w p p Z 0 = U W S Z w Z O LL zw�FUUnu�cwj z w wzzOW- �'uJ 7 =�UUZ�0 Q J °= M =ir z o= 6: W= 0 9 w �Z~= >°JOUL; QQa0ir Z- w¢ °� Z ?0°J -�Qv7i O }co ~o=ozw U z i=Uo�=0Xwz:D rF- pMHU°tYQ� 2' 0 CON KOl/T FOR 4 100mm) MUL 77DUCT 3 "(75mm) KNOCK ULTI- CONDO T SYSTEM 0 REQUIRED FOR NO..5 PULLBOX) CLEAN CRU ROCK 01 m) M /N. CONDUITS SHALL BE STD PLAN ES -8 SE077ON B -B CAPPED IN PULL BOXES SECTION A -A FOR ADDITIONAL DETAILS : • .. •j •. f •r •: N05 PULLBOX WITH EXTENSION (N0.6 PULLBOX WITH EXTENSION SIMILAR) 0 w IMULTI -DUCT N k =4 m) TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED (1'2m) ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED AS PART OF THE STANDARD STREET /MPRO6MENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR STREETS MAY BE ALLOWED WHERE ACCEPTABLE AL 7ERNA IF MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY TRAFFIC COMMUN /CA 170M MASTER PLAN. MULTI -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICATION BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUNICATION MASTER PLAN, PULL BOXES ARE TO BE NO 6. ALL OTHER ROUTES INSTALL 2 (50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK W4TH PULL BOXES AT 400' 120m MAXIMUM INTERVAL. PULL BOXES SHALL BE NO. 5 WIT EX NSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EX/ST7NC SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 DEGREES A PULL ROPE CONFORMING TO SEC77ON 86 -205C WSTALLAT /ON" OF THE STANDARD SPECIFICATION SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLATION OF FUTURE CONDUCTORS. WEST MING SPECIFIC PLAN WILL INCORPORATE A 10' MULTI- PURPOSE mn n TT FUTURE MULTI -USE TRAIL EXHIBIT 4 -7 ARTERIAL SECTION (BUENA VISTA ROAD) EAST SIDE I 61 I 61 - �IDEWAL'Yy EX[STl[36i G01`IDtTI 1 EASTUR -OW R= 4(1.2m) MIN SWEEP TO PULLBOX NOTE TO BE USED ONL Y WHEN CONDUIT IS ALLOWED TO BE PLACED AT GUTTER LIP LINE IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA, T- 34. D WG M N 0 77 c� 4 m N 3 z, U Z_ M L0 c� ca W z LC:) f- 57- O 04 QW M C'? > C) U °C 0 �, - W o� m (n Z la, m LLI 06 W (1) M �+ Z N O Of � W N LLB w M ~ O CO O 0 N r L NEER * bi N 4 M w 3 > U ui 0 38 � 5�P w w z a cn JJ � Lij Q w 0 M 2 W w <�w O j�p E z aZwJ Lli Z c� �- (.D iL 0 Q 0 w a W LL it \ a z� Z w F- W J W Q O LL a o n NEER * bi N 4 M w 3 > U ui 0 38 � 5�P w w z a cn JJ � Lij Q w 0 M 2 W w <�w O j�p E z aZwJ Lli Z c� �- (.D N DATE 02/13/2013 PA JOB No. 12 -2642 SHEET L L 2 Q L i N Qo N OF 7 SHEETS 76 �o z 0 w N DATE 02/13/2013 PA JOB No. 12 -2642 SHEET L L 2 Q L i N Qo N OF 7 SHEETS 76 �o �' 56.0' `kS 46.0' 39.6 H W = 352.3 ° BOTTOM =350.8 co� V REQ =2100 CF N " V PROV =2192 CF A 20 8.7' 2� 9 11,5 �• 4 4.7' 9 3 20'- 20' 18G w � Sc� SAWCUT &REMOVE DETAIL A 22 L.F,f OF EX. CURB & GUTTER SCALE:' 1 " =30' CONSTRUCTION NOTES & LEGEND 80.0' OR EXISTING SIGN SIDEWALK ESMT & PUE PER DOC. No. t4l5_P�Ql _L&, O.R. �-- PAVING v �I to LIMITS CD 0 17 N U E EX, R/W PER DOC, - 90� No. 0207058433, O.R. UH Z mW;g JWO w oo a° c a6 az 14 .MH ri z X rn5w NmU + I- r� Q N SEE DETAIL "A" THIS SHEET EX. R/W PER DOC.- No. 020758433, O.R. RECORD CURVE I FL CL FLOWLINE STATION CENTERLINE STATIONING 0HE - -� -- - -EO - -- EXISTING EXISTING OVERHEAD UTILITY LINE UNDERGROUND BRIGHTHOUSE FIBER OPTIC LINE 63.8' 30.00' I I- OR 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EX W EXISTING WATER LINE 0 I Po `z1 EXISTING UTILITY POLE N 0 CONDUIT STUBS a Id- ,0 a- x Z Q EXISTING UTILITY BOX, TYP. (SIZE VARIES) {.1 I rn Os EXISTING SEWER MANHOLE V+ �_j J X 6� RELOCATE EXISTING UTILITY POLE. CONTRACTOR SHALL COORDINATE O EXISTING STORM DRAIN MANHOLE PB O EXISTING TELECOMMUNICATIONS MANHOLE ❑ HW = 352.8 dW U w 0 z= U Q G i xo w cn a x LL Z w z m a z z 1 BOTTOM = 351,3 °' o r7 rn3 EXISTING WATER OR WHARF HYDRANT 9 -j o >w o w Lim w� d ° °rn V REQ =8690 CF o wpm~ 15 C.O.B. CITY OF BAKERSFIELD -- TEMP DRAINAGE o V PROV =8765 CF N - - RIGHT -OF -WAY 17 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A &B 2 S co m 2 0 W ° a v ° a ESMT PER DOC. N CASE "F" & "CM ". 18 CONSTRUCT 6" THICK GRAVEL AT SUMP AS SHOWN. EX. EXISTING OMITTED No, I A111CA19 17, O,R, 20 CONSTRUCT TEMPORARY SUMP AS SHOWN. EXISTING SEWER MAIN CONSTRUCT TYPE M -1 TACK -ON AND DOWEL MEDIAN CURB PER SIDEWALK ESMT & PUE PER DOC. No. t4l5_P�Ql _L&, O.R. �-- PAVING v �I to LIMITS CD 0 17 N U E EX, R/W PER DOC, - 90� No. 0207058433, O.R. UH Z mW;g JWO w oo a° c a6 az 14 .MH ri z X rn5w NmU + I- r� Q N SEE DETAIL "A" THIS SHEET EX. R/W PER DOC.- No. 020758433, O.R. RECORD LT LEFT - - -SD- - - EXISTING STORM DRAIN MAIN RT RIGHT PAVING - "/- - - - EXISTING EDGE OF PAVEMENT LIMITS 16.4' O CONSTRUCT SURVEY MONUMENT ENCASEMENT 353.0 T EXISTING AT &T UNDERGROUND LINE PER C.O.B. STD. DWG. ST -13. 12.8' 3g� 19.3' 18 FG -E- EXISTING PG &E UNDERGROUND ELECTRICAL LINE + INSTALL STREET NAME SIGN PER CITY STANDARDS. 16.7' 19' 17 GAS -- EXISTING PG &E GAS MAIN � INSTALL LED STREET LIGHT PER C.O.B. STD. DWG. ST -14 18 ts' �s� TSI - - --- EXISTING TRAFFIC SIGNAL INTERCONNECT (REFER TO STREET LIGHTING PLAN). �' C3 �r C4 0 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. OM° I° ENCASEMENTS ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN 17 ��s$ N v / �4 VIEW AND PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS CONSTRUCT TYPE "M" MEDIAN CURB PER PROPOSED C.O.B. STD. OTHERWISE NOTED. ALL PROFILE SLOPES ARE BASED ON FLOWLINE LENGTHS. DWG. ST -2 (DATED 6/2/1999) AND REPLACE A.C. PAVING TO %/- - - - - - - _ � � SEE LANDSCAPE PLAN & UTILITY COMPOSITE FOR MEDIAN LANDSCAPING CURB. qCONDUIT. ❑3 REMOVE EXISTING A.C. DIKE. c DETAIL B ® SAWCUT TO NEAT CLEAN VERTICAL FACE AND REMOVE EXISTING PROPOSED HOFFMANN HOSPICE FACILITY EX. EP PER C.O.B. STREET WIDENING PLANS REVISED 9/16/2012 EX. PG &E TOWER TO REMAIN - PROTECT IN PLACE pip J 0 O o6 rn + N SCALE: 1"=30' 0) 00 + J 04 U U W H J 0 0 + cO N PHASE 1 SEE DETAIL NOTE: CONSTRUCTION OF MULTI -USE TRAIL SHALL BE DEFERRED UNTIL DEVELOPMENT OF ADJACENT PARCELS. THIS SHEET CURVE J W W © as U 001-0 Z INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG. NO. W 30.00' I I- E 62.83' J ® COw=� 0 I Po 0 W N 0 CONDUIT STUBS a Id- ,0 a- x Z Q Q 0m �' {.1 I rn g? >- o' V+ �_j J X 6� RELOCATE EXISTING UTILITY POLE. CONTRACTOR SHALL COORDINATE X� Lij WITH UTILITY OWNER. N, wz ❑ z dW U w 0 z= U Q G i xo w cn a x LL Z w z m a z z 1 00 o0 ° M cn uwi z r7 rn3 m x mr o 9 -j o >w o w Lim w� d �=c���ww� -- - -m 0- - CD>- -1 +J wpm~ 15 N � L, w W = W 16 LT LEFT - - -SD- - - EXISTING STORM DRAIN MAIN RT RIGHT PAVING - "/- - - - EXISTING EDGE OF PAVEMENT LIMITS 16.4' O CONSTRUCT SURVEY MONUMENT ENCASEMENT 353.0 T EXISTING AT &T UNDERGROUND LINE PER C.O.B. STD. DWG. ST -13. 12.8' 3g� 19.3' 18 FG -E- EXISTING PG &E UNDERGROUND ELECTRICAL LINE + INSTALL STREET NAME SIGN PER CITY STANDARDS. 16.7' 19' 17 GAS -- EXISTING PG &E GAS MAIN � INSTALL LED STREET LIGHT PER C.O.B. STD. DWG. ST -14 18 ts' �s� TSI - - --- EXISTING TRAFFIC SIGNAL INTERCONNECT (REFER TO STREET LIGHTING PLAN). �' C3 �r C4 0 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. OM° I° ENCASEMENTS ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN 17 ��s$ N v / �4 VIEW AND PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS CONSTRUCT TYPE "M" MEDIAN CURB PER PROPOSED C.O.B. STD. OTHERWISE NOTED. ALL PROFILE SLOPES ARE BASED ON FLOWLINE LENGTHS. DWG. ST -2 (DATED 6/2/1999) AND REPLACE A.C. PAVING TO %/- - - - - - - _ � � SEE LANDSCAPE PLAN & UTILITY COMPOSITE FOR MEDIAN LANDSCAPING CURB. qCONDUIT. ❑3 REMOVE EXISTING A.C. DIKE. c DETAIL B ® SAWCUT TO NEAT CLEAN VERTICAL FACE AND REMOVE EXISTING PROPOSED HOFFMANN HOSPICE FACILITY EX. EP PER C.O.B. STREET WIDENING PLANS REVISED 9/16/2012 EX. PG &E TOWER TO REMAIN - PROTECT IN PLACE pip J 0 O o6 rn + N SCALE: 1"=30' 0) 00 + J 04 U U W H J 0 0 + cO N PHASE 1 SEE DETAIL NOTE: CONSTRUCTION OF MULTI -USE TRAIL SHALL BE DEFERRED UNTIL DEVELOPMENT OF ADJACENT PARCELS. THIS SHEET CURVE J W W © as o 001-0 Z INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG. NO. o6 >_ 30.00' I cn E 62.83' I ® COw=� w _ _ M 2 I Po 0 W N 0 CONDUIT STUBS a I ,0 a- x ¢ o 3 0 Q Q 0m �' {.1 I o x Eo g? >- o' I �_j J X 6� RELOCATE EXISTING UTILITY POLE. CONTRACTOR SHALL COORDINATE X� Lij WITH UTILITY OWNER. PQ wz WZ0 z dW z w 0 z= U Q G i xo w cn CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH PER C.O.B. STD. LL Z w z m a z z 1 .J W a O �- Ln } 2m 4m Z 4� m + I, aN m D F__ (n D a z 0 U N X rl w SEE BAY TAPER DATA No. 1 _ CURVE J W W © as D 001-0 Z INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG. NO. o6 >_ 30.00' L -13, COORDINATE LOCATION WITH LANDSCAPE PLANS. cn 40.00' 62.83' Timm 000 Z ® COw=� w _ _ M 2 + a Po 0 z C4 N 0 CONDUIT STUBS N of =O,Z„ o a F a K � u 28 +57.43 E0 ¢ o 3 0 Q Q CL {.1 A.C. THE EXACT LOCATION OF SAWCUT AND /OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING FROM CAMPUS PARK DRIVE TO MUSTANG WAY PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. (REFER TO UTILITY COMPOSITE PLAN BY OTHERS) a Q 1- J O OI 4 m 2 PHASE 2 n + U M EX. R/W PER DOC, No. 0207058433, O.R. EX. EP PER C.O.B. STREET WIDENING PLANS REVISED 9/16/2012 CURVE m © SWEEP TRAFFIC SIGNAL INTERCONNECT BEHIND CURB AND MOVE BOX BEHIND CURB. D �7 INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG. NO. F-- 30.00' L -13, COORDINATE LOCATION WITH LANDSCAPE PLANS. cn 40.00' 62.83' Z�W� °oQDc ® RELOCATE EXISTING UTILITY BOX OR RAISE TO GRADE AND INSTALL w _ _ M 2 EX. (2) 2" ❑9 Po 0 z C4 CITY ENGINEER. SEE UTILITY COMPANY PLANS. 0 CONDUIT STUBS 0x of =O,Z„ o a F a K � u 28 +57.43 E0 ¢ o 3 0 EX. PG &E TOWER TO Q °� N REMAIN - PROTECT IN Q cv PLACE z �=�o0- 0LzU \ \ 1 x Cn W (n x W EX. R/W PER DOC, No. 0207058433, O.R. EX. EP PER C.O.B. STREET WIDENING PLANS REVISED 9/16/2012 EX. PG &E TOWER TO REMAIN - PROTECT IN PLACE - - - - - - - T - - - a&' rT r rats.. � - _ UTILITY � O - - END SAWCUT -� d- irn +IE--- - - --1- --3 4 T T -- T - - - -- T -T =Pe T- T T _= T T T T BEGIN 1 T21 DoT -� PB g I T rr-�1 - -- - oo- - �n i - -in - �, - - 00 - - GA - - - G - - - GAS - - - -GAS I - - -- GAS - - -GAS - 4 - - - �A - - - ---:'4_G AS - - - - -GAS - - -� 4 G S -�n0 - -- �r- GAS I -- - C W JU m 00 �V) 2 °w r- _ ul +Q rM 2 U) M 0 z 0 v X w J UX WQ - - - - -- + - -- - --1 O 0 I TEMP DRAINAGE ESMT °z� PER DOC. No, Xm 0207058435, O.R. Y N W w I Lrj =Q Imo Q I ° +JCL I 0 >- 46' -- � W ;° Imo ° 10 V) I0o i IXw I +a-0 zCD zl w a: M w Q Zo � 118 - IGO ;. M - 7 23 -- - - - - -- - - -- - -- - - - - -- _ L25 26 _ - - - - - -- -$ 28 32 x x x n n n n a. , -------- - - - - -- �______ ________________ __________ -J� -- - - - -� �_______- _____ -- --------- - - - - -- 2 33 - I 27� -11.7 - -- -------- - - - - -- ------------ - - - - -- _ EX. MEDIAN EX. 42" BV SEWER 29 +16.18 3 EX A.C. DIKE 4 END SAWCUT 15 CURB I TRUNK LINE 3.21 RT SEE BAY TAPER_ 32 +67.68 c� I MATCH DATA No. 2 EX, MEDIAN 31 +47,68 m rQ I _ EXISTING CURB 13.00 LT _ _ _ SEE BAY TAPER BEGIN 21 __11.00 RT DATA No. 3 - - EX, IMPROVEMENTS, TYP - - - - - - - - - - - -- -------- -------- EX_V�L---- - - - - -- - - - - - -- _w - -� X W 7-�j - - - - FY W-== - - - - -- - �� - - - - - E ------ - - - - -- E�V1L -MATCH EXISTING, =.Y _________ -__ FX EX. IMPROVEMENTS, TYP -W G>l II III I II C III I II II I II VISTA RIDGE OPEN TRAIL BUENA VISTA ROAD DRIVE ROAD PHASES 1 & 2 BAY TAPER DATA No. 1 DRAWING PNAs� 2 oNLy %Gt/e BY- W. PORTER, ER, #SCE 33 448 EXP. DATE CURVE TABLE CURVE 7 U ° a U 6 w O u w wH. © SWEEP TRAFFIC SIGNAL INTERCONNECT BEHIND CURB AND MOVE BOX BEHIND CURB. w o - w ° LL �7 INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG. NO. <nm =z�w c a ~ ° Z Z °c 30.00' L -13, COORDINATE LOCATION WITH LANDSCAPE PLANS. Of� W Z o> m u 40.00' 62.83' Z�W� °oQDc ® RELOCATE EXISTING UTILITY BOX OR RAISE TO GRADE AND INSTALL w _ _ M 2 31.42' TRAFFIC RATED BOX AND LID AS REQUIRED BY UTILITY COMPANY AND w = 0 m I W v a C4 CITY ENGINEER. SEE UTILITY COMPANY PLANS. U)�xE:a V(nui 20.00' RELOCATE STUBS BEHIND CURB AS REQUIRED BY UTILITY COMPANY of =O,Z„ o a F a K � u 28 +57.43 AND CITY ENGINEER. SEE UTILITY COMPANY PLANS. ¢ o 3 0 10 CONSTRUCT 0.75' OF GRAVEL OVER UNCOMPACTED NATIVE GROUND. z z a a z Woo 6 Z a c CONSTRUCT FINISHED GRAVEL SURFACE 0.20' ABOVE THE TOP OF W w } > 0 2 ° _ u Lu ADJACENT FINISHED PAVING SURFACE FOR FARM ROAD INGRESS AND �=�o0- 0LzU EGRESS PURPOSES. �F °ZWOOc o o Q w o z 11 RELOCATE EXISTING UTILITY POLE. CONTRACTOR SHALL COORDINATE Z o _ o c Lij WITH UTILITY OWNER. Z o W W w LL a 12 RELOCATE EXISTING 1A POLE TO LOCATION SHOWN. 5aza�w� >va Q L o °°Z dW z w 0 z= U Q G 13 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH PER C.O.B. STD. LL Z w z m a z z DWG. ST -2. ° M cn uwi z 14 AT &T SHALL RELOCATE SHALLOW AT &T CONDUIT TO ADEQUATE DEPTH 9 -j o >w o w FROM STATION 42 +50 TO 60 +00 PER AT &T PLANS AND AS DIRECTED �=c���ww� BY C.O.B. ENGINEER. c�mw =�zQ� Z o = _6 w = °o 15 GRIND A.C. 0.2' AND OVERLAY TURN POCKET TO ENSURE POSITIVE CROSS SLOPE � L, w W = W 16 CONTRACTOR SHALL RELOCATE SHALLOW 16" WATER MAIN TO ADEQUATE DEPTH, > } ° uj ° z N w l COORDINATE WITH CITY OF BAKERSFIELD WATER RESOURCES DEPT. Om� c�° Q o Lu w o 17 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A &B 2 S co m 2 0 W ° a v ° a CASE "F" & "CM ". 18 CONSTRUCT 6" THICK GRAVEL AT SUMP AS SHOWN. LL 19 OMITTED a 20 CONSTRUCT TEMPORARY SUMP AS SHOWN. 21 CONSTRUCT TYPE M -1 TACK -ON AND DOWEL MEDIAN CURB PER PROPOSED C.O.B. STD. DWG. ST -2 (DATED 6/2/1999). EX. PG &E TOWER TO REMAIN - PROTECT IN PLACE - - - - - - - T - - - a&' rT r rats.. � - _ UTILITY � O - - END SAWCUT -� d- irn +IE--- - - --1- --3 4 T T -- T - - - -- T -T =Pe T- T T _= T T T T BEGIN 1 T21 DoT -� PB g I T rr-�1 - -- - oo- - �n i - -in - �, - - 00 - - GA - - - G - - - GAS - - - -GAS I - - -- GAS - - -GAS - 4 - - - �A - - - ---:'4_G AS - - - - -GAS - - -� 4 G S -�n0 - -- �r- GAS I -- - C W JU m 00 �V) 2 °w r- _ ul +Q rM 2 U) M 0 z 0 v X w J UX WQ - - - - -- + - -- - --1 O 0 I TEMP DRAINAGE ESMT °z� PER DOC. No, Xm 0207058435, O.R. Y N W w I Lrj =Q Imo Q I ° +JCL I 0 >- 46' -- � W ;° Imo ° 10 V) I0o i IXw I +a-0 zCD zl w a: M w Q Zo � 118 - IGO ;. M - 7 23 -- - - - - -- - - -- - -- - - - - -- _ L25 26 _ - - - - - -- -$ 28 32 x x x n n n n a. , -------- - - - - -- �______ ________________ __________ -J� -- - - - -� �_______- _____ -- --------- - - - - -- 2 33 - I 27� -11.7 - -- -------- - - - - -- ------------ - - - - -- _ EX. MEDIAN EX. 42" BV SEWER 29 +16.18 3 EX A.C. DIKE 4 END SAWCUT 15 CURB I TRUNK LINE 3.21 RT SEE BAY TAPER_ 32 +67.68 c� I MATCH DATA No. 2 EX, MEDIAN 31 +47,68 m rQ I _ EXISTING CURB 13.00 LT _ _ _ SEE BAY TAPER BEGIN 21 __11.00 RT DATA No. 3 - - EX, IMPROVEMENTS, TYP - - - - - - - - - - - -- -------- -------- EX_V�L---- - - - - -- - - - - - -- _w - -� X W 7-�j - - - - FY W-== - - - - -- - �� - - - - - E ------ - - - - -- E�V1L -MATCH EXISTING, =.Y _________ -__ FX EX. IMPROVEMENTS, TYP -W G>l II III I II C III I II II I II VISTA RIDGE OPEN TRAIL BUENA VISTA ROAD DRIVE ROAD PHASES 1 & 2 BAY TAPER DATA No. 1 DRAWING PNAs� 2 oNLy %Gt/e BY- W. PORTER, ER, #SCE 33 448 EXP. DATE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30.00' 47.12' 30.00' 90'00'00" C2 40.00' 62.83' 40.00' 90'00'00" C3 20.00' 31.42' 20.00' 90'00'00" C4 20.00' 31.42' 20.00' 90'00'00" STATION 23 +21 TO 36 +05 CONSTRUCT 0.45' A.C. PAVING OVER 0.55' CRUSHED AGGREGATE BASE OVER 1.50' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =9 R =58 (PER C.O.B. WIDENING PLAN) HORIZONTAL: 1 " =50' VERTICAL: 1"=2' STATION OFFSET CL TO FROM FL 27 +74.93 59.00' LT 27 +82.43 58.83' LT 27 +89.93 58.31' LT 27 +97.43 57.45' LT 28 +04.93 56.25' LT 28 +34.89 51.06' LT 28 +42.41 49.50' LT 28 +49.92 49.28' LT 28 +57.43 48.89' LT 28 +64.93 48.86' IT 3 +7.6 I Z= 35 1 34 2' RAD. EX. TRAFFIC W - - - -- 0) m SIGNAL BOX m UW w z AND ]A POLE Q 0 E.X. MEDIAN CURB 34 +69.34 m 12 11300'LLT o _ cal - - -EXLLI -- - -_ - -- mw -- �� w_ �I a a ;w wLL �LL 0 ° L0 o� m° LL w Z � Om Qw odc w m >U) Z) Q � _ = NOTE: PAVE ENTIRE II 0-10- INTERSECTION OF BUENA VISTA ROAD AND CAMPUS PARK BAY TAPER DATA Nei. 2 BAY TAPER DATA No. 3 DRIVE WITH PHASE 2 CONSTRUCTION. STATION OFFSET CL TO FROM FL 29 +16.18 1' R 29 +23.68 88' RT 29 +31.17 .19' RT 29 +38.65 1.11' RT 29 +46.12 0.33' LT 29 +76.01 6.88' LT 29 +83.49 8.32' LT 29 +90.97 ' IT 29 +98.46 10.10' LT 30 +05.95 10,42' LT STATION OFFSET CL TO FROM FL 31+47.68 Z T 31+57.68 10.68' RT 31+67.68 9.76' RT 31 +77.68 818' RT 31+87.68 6.00' RT 32 +27.68 4.00' T 32 +37.68 6.18' LT 32 +47.68 0� T 32 +57.68 8' T 32 +67.68 00' T 46.87' 46.80' ON CURVE I ON CURVE Q 47.12' 62.83' 31,42' 31,42' ON CURVE I- a'm X!O) w00 1- �>- r- 90' ON CURVE ON CURVE' ON CURVE' BAY TAPER J m ui UjLO m w Q o ? '' rnw t m .� N a N a v a � o H �• �� co 0 m L ULO 0U0 1-k o 1� � O U U',M U OUz M m z Z� C1• .. L) m `N�: w m � w ,* m w h J a 0 -1 LLJ ¢ e} Z M z z 4 F o= o? o I- 3 L0 m M �- j LO F- L0 V) ul I- L0 O� In (O � 0 N J Lo N i_nl (_n N m j V lz J w 0 r7 r') J J M ►'7 M J Mi O M 00 z `� M 00 X X X X � ' > O) >- o6 >- 0 U) W W W N w W Z 0 0�` 0, O O m Q Q 0 i O < � Q� o a cs o 0 o t m t mill, er r-= Lr Z` "`' � _� H � °,�' m z rn Z N EXIST /NG C. 0.9. EDGE OF PA kFMENT PROF /LE ' Z �+ Q � Q a � 0 0 Z� z V) M r i z ^ m w = 0 .37.5 #EST OF CENTERLINE TO STAT/0N co rn w rn 0) a� + + a 42*50.00 � m= . . . . . . . . . . . . .ry . . . . . . . . . . . . . . . . . .� . . . . I . . N . . . . . , . . . . . .[�1 . , .N it W W M ~ + + M 356'. ... . . . . . . . ry , N E.IISTING; GROUND ;PROF/Lr" A T. N N (lj � . . . . . . . . . . . . . . . . . . . . ; . . . . . . . 2 =.:.. :356 48' WEST OF CENTERLINE Q Q DEvov fZONL/NE PRCI�/LE - : FROM STA' 23f21..00 TO : : : : : : : :� �a : : : - : : , - - - : -- :------- J----- J- --,- : -� �� : : : : ..... ... ... 26 : :t25.0D ........ ... ... .. ... ....................... .............TT y.- �.-. .- .............. ............ i..... . . . . _____---------- �------ --- -. - --- - . - ----� . + .20� �-- �-- ._�`___: - -: -- ,------- �_ -.-� : : : • ' ..: ±� w�. 354 354' : LX• .F�OWLJNE. $O,UTF1 . : : : ___.- T- :- --. -.- -;- - - _ : : : : : : : - .- : - -. . . _ - �-- - - �EX /STI,VG GROUND PROF /LE NOTE: VERIFY EXISTING LOCATION AND Z - - r - I 0.20% p _: +0.20% : I _ - - - -- - + ��• 8�'`O _ g9% - - :FROM ELEVATION IN FIELD, PRIOR TO J L - - T � f �9' TO 54' WEST. OF CQNSTRUCTION; AND NOTIFY' �NGINEFR IF = _ _ -: - EX/STWG GROUND. PROF /LE AT . . CENTERL /h�E Ft?Orbt STA. TF�ERE ARE Af�IY DISCREPANCIES. I U (_ 27f7 t10 TO 36f00 00 F- • S ''�' S9' WEST• OF CENTERL /NE' S , l3, X FROM ST, , 26fOQ 00 TO' Q W ;352 352'. ...:.......:...:.. ...:...........:............:... ....:........... .....:...:...:.. :...:.,.:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:. ..:...:...:...:...:...:........ • 2J� A5.. oa w 22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 NOTE; VERIFY EXISTING LOCATION AND ELEVATION IN WEST FLOWLINE PROFILE FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES, o M N O U, a 0 Q m > Q z w M N N i U Z co LD W z L� - N W Q > U 0 �, °' Cn am (n ? c�a QF m CN Lu oLS W N M Z o N W Z Lu 0 M N O O 0 N L r Wo Z Z� 0 w JM 0. Lu > z O 3: + ° 0� 0 CN W Q t Z N \ Lu LL \� Lij W w m dW z V ~ m W z w w H w y Q l W W Lu LL a o a ��G�NEER * bi \' V) 4 M w 3 > U 0� U w Wo Z Z� 0 JM 0. Lu > z O 3: + Lu :>: 0� 0 CN W Q I- Z >�WO 0 > Lij W N H W H cn Q N DATE 02/13/2013 PA JOB No. 12 -2642 SHEET E N N OF 7 SHEETS z 0 > w N DATE 02/13/2013 PA JOB No. 12 -2642 SHEET E N N OF 7 SHEETS EX. PAVEMENT TO REMAIN MATCH EX. EPA EX. R/W CURB & GUTTER 18't ® TO FACILITATE DWY. CONSTRUCTION - 00 + J 00 -24'1 EX. PAVEMENT TO REMAIN EX. PAVEMENT- MATCH EX. EP TO REMAIN 10' EX. PAVEMENT MATCH EX. TO BE REMOVED AND PAVEMENT REPLACED WITH 0.20' EX, R/ W_ A.C. OVER 0.40' CL. - 2 A.B. OVER 1.00' � NAT. GROUND COMPACTED TO 95% MAX. DENSITY CURB &GUTTER EX. PAVEMENT TO BE REMOVED DRIVEWAY DETAIL "A" SCALE: I 1"=20' 24'±--- ----{ EX. PAVEMENT TO REMAIN -MATCH EX. PAVEMENT 10' EX. PAVEMENT F- w>_ J0jr TO BE REMOVED AND '` - „ WQ _z J 2 A.B. OVER 1.00' 0 NAT. GROUND EXISTING O Z 0 MAX. DENSITY (Z (p�0 I- EXISTING Z -m 0 EXISTING WATER OR WHARF HYDRANT w RIGHT -OF -WAY N W (� V) CAMPUS PARK Lo m Q 0 EXISTING TQa z - DRIVE M - -46'- AT &T UNDERGROUND LINE a -E- --- I PG &E UNDERGROUND ELECTRICAL LINE I EXISTING PG &E GAS MAIN 4 Li z m�Q � z�l U, Z 0 { < 0 5; < o ss /1 o a CURB. 14 03 REMOVE EXISTING A.C. DIKE. wQ Z 0 15 0 -J 24'±--- ----{ EX. PAVEMENT TO REMAIN -MATCH EX. PAVEMENT EX. PAVEMENT TO BE REMOVED DRIVEWAY DETAIL "B" SCALE: I 1"=20' w 10' EX. PAVEMENT FLOWLINE TO BE REMOVED AND '` - - REPLACED WITH 0.20' A.C. OVER 0.40' CL, _z J 2 A.B. OVER 1.00' 0 NAT. GROUND EXISTING COMPACTED TO 95% 0 MAX. DENSITY EX. PAVEMENT TO BE REMOVED DRIVEWAY DETAIL "B" SCALE: I 1"=20' w FL FLOWLINE STATION CL CENTERLINE STATIONING _z J EXISTING SURVEY MONUMENT - PROTECT IN PLACE. z EXISTING UTILITY POLE 0 EXISTING SEWER MANHOLE I- EXISTING STORM DRAIN MANHOLE 0 EXISTING WATER OR WHARF HYDRANT w RIGHT -OF -WAY - - V) EXISTING SEWER MAIN 0 EXISTING STORM DRAIN MAIN z - EXISTING EDGE OF PAVEMENT m D AT &T UNDERGROUND LINE a -E- --- I PG &E UNDERGROUND ELECTRICAL LINE GAS EXISTING PG &E GAS MAIN ❑oc x U, TRAFFIC SIGNAL INTERCONNECT 0 WD X ap � o D /1 m J CURB. 14 03 REMOVE EXISTING A.C. DIKE. Z 0 15 0 v w m SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. F- W > Q ° Z >- °° Q cn DWG. ST -2. D U N LL QX�-, W 0 a.> _ w W " o w Z m u xx�?Mxo�wrz� _ W ~ ~ a ~ Q N BY C.O.B. ENGINEER. Q GRIND A.C. 0.2' AND OVERLAY TURN POCKET TO ENSURE POSITIVE CROSS CD CONTRACTOR SHALL RELOCATE SHALLOW 16" WATER MAIN TO ADEQUATE DEPTH, COORDINATE WITH CITY OF BAKERSFIELD WATER RESOURCES DEPT. x w X x I w w � J W d' O f- co m c0 Z ri0 Om M EX, R/W PER DOC. No. 0207058433, O,R, EX. EP PER C.O.B. STREET WIDENING PLANS REVISED 9/16/2012 u x E:m Q� �Q Z X CD w cn SEE BAY TAPER DATA No. 1 F- it J W O 1 ul} Z m 00 W r'�Z (V W M CONSTRUCTION NOTES & LEGEND FL FLOWLINE STATION CL CENTERLINE STATIONING (D OR C) EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 26.66' EXISTING UTILITY POLE OO EXISTING SEWER MANHOLE OD EXISTING STORM DRAIN MANHOLE 0 EXISTING WATER OR WHARF HYDRANT Lj ° � RIGHT -OF -WAY - - - - -s - - EXISTING SEWER MAIN - - -so- - - EXISTING STORM DRAIN MAIN z - EXISTING EDGE OF PAVEMENT �Q EXISTING AT &T UNDERGROUND LINE T -E- --- EXISTING PG &E UNDERGROUND ELECTRICAL LINE GAS EXISTING PG &E GAS MAIN L� - J TSI EXISTING TRAFFIC SIGNAL INTERCONNECT ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW AND PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE SLOPES ARE BASED ON FLOWLINE LENGTHS SEE LANDSCAPE PLAN & UTILITY COMPOSITE FOR MEDIAN LANDSCAPING CONDUIT. NOTE: CONSTRUCTION OF MULTI -USE TRAIL SHALL BE DEFERRED UNTIL DEVELOPMENT OF ADJACENT PARCELS. 0 �z EXISTING SIGN RADIUS LENGTH EXISTING OVERHEAD UTILITY LINE DELTA bj w FO - - -- EXISTING UNDERGROUND BRIGHTHOUSE FIBER OPTIC LINE 26.66' -EX EXISTING WATER LINE 2.00' W 0O �_ EXISTING UTILITY BOX, TYP. (SIZE VARIES) 61.50' © 0 56.50' COX 0 Lj ° � 55.41' F- m a O Z w LT LL x 54.16' aQ0 RIGHT 0o Q �Q 10 �m Z w�c m� + w W�n- -(a- INSTALL LED STREET LIGHT PER C.O.B. STD. DWG. ST -14 L� - J W Z ° o >o I / ED WD 12 X CONSTRUCT TYPE "M" MEDIAN CURB PER PROPOSED C.O.B. STD. 13 D /1 OR -t- EXISTING SIGN RADIUS LENGTH EXISTING OVERHEAD UTILITY LINE DELTA OHE FO - - -- EXISTING UNDERGROUND BRIGHTHOUSE FIBER OPTIC LINE 26.66' -EX EXISTING WATER LINE 2.00' W 0.86' EXISTING UTILITY BOX, TYP. (SIZE VARIES) 61.50' © EXISTING TELECOMMUNICATIONS MANHOLE 56.50' C.O.B. CITY OF BAKERSFIELD 55.41' EX. EXISTING 54.62' LT LEFT 54.16' RT RIGHT ❑ O CONSTRUCT SURVEY MONUMENT ENCASEMENT 10 C93 :,2.9og9°a W w W = m = PER C.O.B. STD. DWG. ST -13. W + INSTALL STREET NAME SIGN PER CITY STANDARDS. -(a- INSTALL LED STREET LIGHT PER C.O.B. STD. DWG. ST -14 11 W Z ° o >o (REFER TO STREET LIGHTING PLAN). ED CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 12 �2 CONSTRUCT TYPE "M" MEDIAN CURB PER PROPOSED C.O.B. STD. 13 ��, Q = Z W ~ z m °- W m�I_ DWG. ST -2 (DATED 6/2/1999) AND REPLACE A.C. PAVING TO a 9° Q i.- U W o z o CURB. 14 03 REMOVE EXISTING A.C. DIKE. ® SAWCUT TO NEAT, CLEAN VERTICAL FACE AND REMOVE EXISTING 15 Q m W= Z a Q o 0 A.C. THE EXACT LOCATION OF SAWCUT AND /OR TAPER GRIND w �j Z� 2> W g W 00 3-- W =° o SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 16 CL Q J 0 O 06 020 to PHASE 4 r; <ISTINC-i + PG_A,r SUBST -A rI01\1 'N EX. UTILITY POLES TO REMAIN (4 TOTAL) SEE DRIVEWAY I PROTECT IN PLACE DETAIL "A" THIS SHEET i a CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 60.00' 50.17' 26.66' 47'5440" C2 2.00' 1.62' 0.86' 46'23'16" Wm E - E - X. HIGH VOLTAGE BOX SEE DRIVEWAY DETAIL "B" THIS SHEET OFFSET CL TO W w EX. ELECTRICAL 64.00' PANEL w Li w > EX. CELL Q < BOXES 63.38' W � O a Z ° Z W o o >� z EX. PG &E -gym L'i Q VAULT E - X. HIGH VOLTAGE BOX SEE DRIVEWAY DETAIL "B" THIS SHEET 17 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A &B CASE "F" & "CM ". 18 CONSTRUCT 6" THICK GRAVEL AT SUMP AS SHOWN. t9 OMITTED 20 CONSTRUCT TEMPORARY SUMP AS SHOWN. 21 CONSTRUCT TYPE M -1 TACK -ON AND DOWEL MEDIAN CURB PER PROPOSED C.O.B. STD. DWG. ST -2 (DATED 6/2/1999). EX. EP PER C, 0. B. STREET WIDENING PLANS REVISED 9/16/2012 EX. R/W PER DOC, No. 0207058433, O.R. ,,--EX. 34" PG &E GAS PIPELINE rFF - _ = - _ 51306- J I I w - I �- - - -EX. TRAFFIC 12 / - I I $ 51305- 14 I I I - _ 5 14 # SIGNAL BOX 1 5 EX. 1 -1 / 2" - -513 AND 1 A POLE cfl CONDUIT STUBS Q9 - - -- - TOTAL)ll - - - - - -- - -- _ _ - -- - -� - - - -- -_ �- -y- - _ -_- _ -- -- -_ -� -� PB T -Z -�T T T ^I -_� PB _� -� - -�_ -- T=-- __ - =T = -- - � =T- -_ - - -- - _ - - - - -T T -_ - -= - T - - -- -�- �� T T T 1 a.- 4 40 +41.93 - -- _ -- r -�/r� min -moo - _ _ ul X GAS 4 I - GAS - - GAS - �- - GAS - - - - -GAS 9.62' LT -GAS -- -GAS - - - - - -- GAS - - - - GAS - - - GAS -� -`� - -GAS - `n - - GA ; - - - EX. b JOCAL� - 4 - GAS - -W -� 37 GAS MAIN 4 - ���_ 3� �s. S -- - � - -I - - + S -38 - - - -G - _ S1 _'41 _ - _ 42 _ = I _ - -_ � -� -- -- -- -� _- _-- - =6�SS -_ - - -__ - -_- -- S -`� - - - - - -- -- _- -_ -5 -- - - -_ -_ - -_ -_ -s - - -- - - __ � 9 JAW RAID S _ �4 EX OCAL GAS MAIN 5 I �� � 4& - S 48+39.8 4 + I- 39 3 2 _ ------- �------------ - - -- ---------------- - - - - -- -- T - - -- -- - - - - -- - - - -�, - -- 40 +41.90 - - -- ---------------- - - - - -- - i p - -- --- - - - - -- -- - -- - - - - - - -- - - - -- -- - - - - - -- - - C1 3 - ------- - - - - -- - - -�- ---- - - - - -- --------------------------- - -� -`� ---------- - - - - -- - -- _ �. + EX. 2" CONDUIT EX. 42 BV SEWER EX. MEDIAN­ '� EX. MEDIAN - j 7.62 LT EX. MEDIAN / m TRUNK LINE Q V,J (p STUB 3$ +07.68 EX. IMPROVEMENTS, TYP CURB � F- � CURB SEE BAY TAPER-- C2 401+3 .64 CURB I d`� T m T T -W M w 9.00 RT � -� � 7 73 LT m � w w _ - - - - - - - - MATCH EXISTING DATA No. 2 12.16 RT 39 +87.87 _ - -- --- - - - - -- ------- - - - - -- _ _ - -- - - - -_ -- - - _- _� - - -- �- - - -� - _�-- - - - - -- -- - - -� - ��� - E -s --------- - - - -- - - - -- - - -- --- - - - - -- -MATCH EXISTING - - - - -- - � - - - - -_ \�-- - E W - _ J (n' X-1A/ - - - X�IV - - -- - - X-W - -�� - - -11; 51 RT - - - -- - �-E �V - - - \E X W - T - -- EX W - _ - - EY_ 1h - - - - -- E)L - - - - - - W � - - - W -- T\,\ U w EX. IMPROVEMENTS. TYP-- I! Q V) 04 gt w'w ILLUSION MIRAGE SOLTIERRA 0 U) WAY DRIVE PLACE NOTE: PAVE ENTIRE INTERSECTION OF BUENA VISTA Q_Ia_ ROAD AND CAMPUS PARK BAY TAPER DATA No-1 BAY TAPER DATA No. 2 DRIVE WITH PHASE 2 BUENA VISTA ROAD CONSTRUCTION. STATION 36 +05 TO 49 +00 CONSTRUCT 0.45' A.C. PAVING OVER 0.55' CRUSHED AGGREGATE BASE OVER 1.50' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =9 R =58 (PER C.O.B. WIDENING PLAN) HORIZONTAL: 1"=50' VERTICAL: 1"=2' STATION OFFSET CL TO r5 U CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL 64.00' W LL LL o o m Z W o ° < BOXES AT 400' MAX SPACING FROM CAMPUS PARK DRIVE TO 63.84' cn m = CO W W Q Is o 2 Z j 2 r MUSTANG WAY PER C.O.B. STD. T -34 (SEE SHEET 2). 63.38' W � O a Z ° Z W o o INTERMEDIATE PULL BOXES NOT SHOWN. (REFER TO UTILITY 62.59' W Z CD LL 0 COMPOSITE PLAN BY OTHERS) 61.50' M Z m SWEEP TRAFFIC SIGNAL INTERCONNECT BEHIND CURB AND MOVE BOX 56.50' W= ow = W LL H EX, mw x LL� H BEHIND CURB. 55.41' �QW,ZZ 39 +07.68 54.62' boa= °r-= =z INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG. NO. 54.16' ¢woo 3 o Q m L -13, COORDINATE LOCATION WITH LANDSCAPE PLANS. 54.00' Z Z? a a z 8 m Z° RELOCATE EXISTING UTILITY BOX OR RAISE TO GRADE AND INSTALL C93 :,2.9og9°a W w W = m = TRAFFIC RATED BOX AND LID AS REQUIRED BY UTILITY COMPANY AND W r o Z ° _ � o 0 � w Z Z ° CITY ENGINEER. SEE UTILITY COMPANY PLANS. Q W.i Q -w -D� RELOCATE STUBS BEHIND CURB AS REQUIRED BY UTILITY COMPANY U W Z ° o >o AND CITY ENGINEER. SEE UTILITY COMPANY PLANS. Q F W x U p U� Q a CONSTRUCT 0.75 OF GRAVEL OVER UNCOMPACTED NATIVE GROUND. m Q o Z = m o o Z o CONSTRUCT FINISHED GRAVEL SURFACE 0.20' ABOVE THE TOP OF 0 ��, Q = Z W ~ z m °- W m�I_ ADJACENT FINISHED PAVING SURFACE FOR FARM ROAD INGRESS AND a 9° Q i.- U W o z o EGRESS PURPOSES. w U) m == Z Q W W° RELOCATE EXISTING UTILITY POLE. CONTRACTOR SHALL COORDINATE O x} O LL W= Q a ° _ " ° w ° ~ o WITH UTILITY OWNER. W Q m W= Z a Q o 0 RELOCATE EXISTING 1A POLE TO LOCATION SHOWN. w �j Z� 2> W g W 00 3-- W =° o CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH PER C.O.B. STD. W > Q ° Z >- °° Q cn DWG. ST -2. or�0c��'ZZ m w° W Z J? O Q m AT &T SHALL RELOCATE SHALLOW AT &T CONDUIT TO ADEQUATE DEPTH LL QX�-, W 0 a.> _ w W " o w Z m u xx�?Mxo�wrz� FROM STATION 42 +50 TO 60 +00 PER AT &T PLANS AND AS DIRECTED n ~ ~ a ~ Q BY C.O.B. ENGINEER. GRIND A.C. 0.2' AND OVERLAY TURN POCKET TO ENSURE POSITIVE CROSS SLOPE CONTRACTOR SHALL RELOCATE SHALLOW 16" WATER MAIN TO ADEQUATE DEPTH, COORDINATE WITH CITY OF BAKERSFIELD WATER RESOURCES DEPT. 17 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A &B CASE "F" & "CM ". 18 CONSTRUCT 6" THICK GRAVEL AT SUMP AS SHOWN. t9 OMITTED 20 CONSTRUCT TEMPORARY SUMP AS SHOWN. 21 CONSTRUCT TYPE M -1 TACK -ON AND DOWEL MEDIAN CURB PER PROPOSED C.O.B. STD. DWG. ST -2 (DATED 6/2/1999). EX. EP PER C, 0. B. STREET WIDENING PLANS REVISED 9/16/2012 EX. R/W PER DOC, No. 0207058433, O.R. ,,--EX. 34" PG &E GAS PIPELINE rFF - _ = - _ 51306- J I I w - I �- - - -EX. TRAFFIC 12 / - I I $ 51305- 14 I I I - _ 5 14 # SIGNAL BOX 1 5 EX. 1 -1 / 2" - -513 AND 1 A POLE cfl CONDUIT STUBS Q9 - - -- - TOTAL)ll - - - - - -- - -- _ _ - -- - -� - - - -- -_ �- -y- - _ -_- _ -- -- -_ -� -� PB T -Z -�T T T ^I -_� PB _� -� - -�_ -- T=-- __ - =T = -- - � =T- -_ - - -- - _ - - - - -T T -_ - -= - T - - -- -�- �� T T T 1 a.- 4 40 +41.93 - -- _ -- r -�/r� min -moo - _ _ ul X GAS 4 I - GAS - - GAS - �- - GAS - - - - -GAS 9.62' LT -GAS -- -GAS - - - - - -- GAS - - - - GAS - - - GAS -� -`� - -GAS - `n - - GA ; - - - EX. b JOCAL� - 4 - GAS - -W -� 37 GAS MAIN 4 - ���_ 3� �s. S -- - � - -I - - + S -38 - - - -G - _ S1 _'41 _ - _ 42 _ = I _ - -_ � -� -- -- -- -� _- _-- - =6�SS -_ - - -__ - -_- -- S -`� - - - - - -- -- _- -_ -5 -- - - -_ -_ - -_ -_ -s - - -- - - __ � 9 JAW RAID S _ �4 EX OCAL GAS MAIN 5 I �� � 4& - S 48+39.8 4 + I- 39 3 2 _ ------- �------------ - - -- ---------------- - - - - -- -- T - - -- -- - - - - -- - - - -�, - -- 40 +41.90 - - -- ---------------- - - - - -- - i p - -- --- - - - - -- -- - -- - - - - - - -- - - - -- -- - - - - - -- - - C1 3 - ------- - - - - -- - - -�- ---- - - - - -- --------------------------- - -� -`� ---------- - - - - -- - -- _ �. + EX. 2" CONDUIT EX. 42 BV SEWER EX. MEDIAN­ '� EX. MEDIAN - j 7.62 LT EX. MEDIAN / m TRUNK LINE Q V,J (p STUB 3$ +07.68 EX. IMPROVEMENTS, TYP CURB � F- � CURB SEE BAY TAPER-- C2 401+3 .64 CURB I d`� T m T T -W M w 9.00 RT � -� � 7 73 LT m � w w _ - - - - - - - - MATCH EXISTING DATA No. 2 12.16 RT 39 +87.87 _ - -- --- - - - - -- ------- - - - - -- _ _ - -- - - - -_ -- - - _- _� - - -- �- - - -� - _�-- - - - - -- -- - - -� - ��� - E -s --------- - - - -- - - - -- - - -- --- - - - - -- -MATCH EXISTING - - - - -- - � - - - - -_ \�-- - E W - _ J (n' X-1A/ - - - X�IV - - -- - - X-W - -�� - - -11; 51 RT - - - -- - �-E �V - - - \E X W - T - -- EX W - _ - - EY_ 1h - - - - -- E)L - - - - - - W � - - - W -- T\,\ U w EX. IMPROVEMENTS. TYP-- I! Q V) 04 gt w'w ILLUSION MIRAGE SOLTIERRA 0 U) WAY DRIVE PLACE NOTE: PAVE ENTIRE INTERSECTION OF BUENA VISTA Q_Ia_ ROAD AND CAMPUS PARK BAY TAPER DATA No-1 BAY TAPER DATA No. 2 DRIVE WITH PHASE 2 BUENA VISTA ROAD CONSTRUCTION. STATION 36 +05 TO 49 +00 CONSTRUCT 0.45' A.C. PAVING OVER 0.55' CRUSHED AGGREGATE BASE OVER 1.50' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =9 R =58 (PER C.O.B. WIDENING PLAN) HORIZONTAL: 1"=50' VERTICAL: 1"=2' STATION OFFSET CL TO FROM FL 38 +07.68 64.00' LT 38 +17.68 63.84' LT 38 +27.68 63.38' LT 38 +37.68 62.59' LT 38 +47.68 61.50' LT 38 +87.68 56.50' LT 38 +97.68 55.41' LT 39 +07.68 54.62' LT 39 +17.68 54.16' LT 39 +27.68 54.00' LT STATION OFFSET CL TO FROM FL 38 +07.68 ' R 38 +17.68 8,68' RT 38 +27.68 7,76' RT 38 +37.68 6.18' RT 38 +47.68 4.00' RT 38 +87.68 6.00' L T 38 +97.68 8.18' LT 39 +07.68 9,76' LT 39 +17.68 10.68' LT 39 +27.68 11 00' LT 46.80 120' BAY TAPER ON CURVE - -- -- -- - -YI 0n N -Jc)cr L)� JWIO JWq QO M4Ow W ¢� a 0 i , co M 0 0M 00Zn� F-, V) J Z 4ZO = 0 Q0 ul O' 0- Im < X X W 0_ OZO m 0Zp m 00 W . W (n co Z too +FU- a + m + W EX /STING GROUND PROF /LE AT •ca¢ • 0p • rn EXISTING GROUND •PROFILE 1` . . . . . . . . 48'• WEST OF•CENTERL/NE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . nm FROM 64' TO 4B' kPF5T OF ' + FROM SFA, 42f5768 TO' 358. . . . . W EX /STING • GROUND PROFILE •AT . : . . . . . . ... . . . . . . . . . . . . . . . . . . . . . ... . ... . . . 37f 886,6 TD 42f57. 68. . . . . . . . . . . . . . . . . . . . . ... . ... . ... . . . . . . . . . ... . . . . . . . . ... . ... : . 35 . 55*65.20 zW. 64' WEST Of- CENTRL /NE --------- �`�� -� .� - - - - -- r -/�- - r - - J w. FROM STA.. 36f 00 00 TO . � � �� - - - : - --- - - - - - - :E 37f08.68 : : : .. : : .�J . . . . . . . . . . . . . . . . . . . . ._. - : __ -- -� -- , -.--- - - - - -. . . . . . - -- : _ T.- Umay ui Q w. ` - - - -f -- -- -- +0120% Z I-'^ 356: ... Mw. ... ... ... -- _---- ........................ - -- -- ----- - - - - -- - - � . . . 356 uj ' - - - - - _ - - - - - - - . GES✓ 0V FO K/ NE P R6R L£ Lu OtY6W FLOWL /NE PRORLE _ _ - � - +0.20% . . . . . . . . . . . . . f . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . : +0.36 . • .EX/S17NC C.O.B. • EDCE OF-PA DEMENT • � � � EX/S71N6 C PB EDGE OF PAi�EMENT - � Q PROS /LE ®�3 5 WEST OF C�iVTEJRLJNE ED _ - - - : +0.2Q% PROF /LE c� �7.5f 11�EST Of CENTERL /NE TO • FROV STATOV 42f50.00 TO. STATION +0.41 % STA:T/0N 42f50.00 : 35 4� 354:..-4........ ........................ 60 +00 ........................................................ ............................... . ... 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN WEST FLOWLINE PROFILE FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. U Z ° co co 0) U-) co W z t- 4O 1- F- Lu 0 M Q > U 0� c/) m (n z Q Lu m OZ5 w ai o Z ` or �0N W Lu T'_ V C° CD 0 `" CL L \NEER ♦c b, O�OQ't� acl � N4. n J W 3 > U 0 0 W V� d o- dam, 0 w X11 W 0 vv�' Z O Z Q+ Q J J � �0 T g Oho w0+ + 0 (0 W ~' M > u) LLJ Z O] -0 CL Q 0 Z W W F- -::) (D U) W �LLJ W Q co W E V J / L..L 0 rr; M N O TT 3 a 0 c a w m cn N CTI N 3 / z 0 W Ln rte. W a Q N CL LL F- W m O z U ` m 0 W w W w N w LI LL a o n \NEER ♦c b, O�OQ't� acl � N4. n J W 3 > U 0 0 W V� d o- dam, 0 w X11 W 0 vv�' Z O Z Q+ Q J J � �0 T g Oho w0+ + 0 (0 W ~' M > u) LLJ Z O] -0 CL Q 0 Z W W F- -::) (D U) W �LLJ W Q co W E V J / L..L 0 rr; M N O TT 3 a 0 c a w m cn N CTI N 3 / cn N DATE 02/13/2013 N PA JOB No. 12 -2642 SHEET Q E i N V hi ° OF 7 SHEETS (0 t I- 11110 � 0 z 0 Ln W cn N DATE 02/13/2013 N PA JOB No. 12 -2642 SHEET Q E i N V hi ° OF 7 SHEETS (0 t I- 11110 � 0 _ 70.0' _60.0' - - ; 1 53.6° - - HW = 358.0 o BOTTOM =356.7 V REQ =3320 CF V PROV =3343 CF 20 A / 441,r 4 O' 60.0' X� 50.0' TEMP DRAINAGE ESMT PER DOC. No, O.R. o 0 co `D o I t-' o� 0 �o wz ° n r 5t 17 Cl °r° o a to U / � o C2 J, qC - DETAIL B SCALE: I"=30' 17 w z° STATION OFFSET CL TO FROM FL 57 +90.46 C3 '0 57 +97.97 63.16' LT 58 +05.47 62,78' LT 58 +12.99 o� LT d w01 LT 'i 56.04' LT o 3 o cs8� 58 +65.64 54.25' LT CO Ix o fl. C:) x d LT r- �o w Lu N M W W oaaa� °ooNo N cn U=UwxZwzdOw LL ~?m��ZCncncwj �O auwi >¢U O O _ 70.0' _60.0' - - ; 1 53.6° - - HW = 358.0 o BOTTOM =356.7 V REQ =3320 CF V PROV =3343 CF 20 A / 441,r 4 O' 60.0' X� 50.0' TEMP DRAINAGE ESMT PER DOC. No, O.R. o 0 co `D o I t-' o� 0 �o wz ° n r 5t 17 Cl °r° o a to U / � o C2 J, qC - DETAIL B SCALE: I"=30' 17 w z° STATION OFFSET CL TO FROM FL 57 +90.46 63.20' LT 57 +97.97 63.16' LT 58 +05.47 62,78' LT 58 +12.99 62.05' LT 58 +20.51 60.99' LT 58 +50.60 56.04' LT 58 +58.12 54.97' LT 58 +65.64 54.25' LT 58 +73.15 53.87' LT 58 +80.65 53.83' LT 43.8' I HW = 358.6 BOTTOM =357.5 V REQ =2853 CIF Ln V PROV =2873 CF Ln I 20 �o 0 0 o 10 DETAIL C STATION OFFSET FROM CL TO FL 60 +96.30 65.00 LT 61+03.80 64.83 LT 61+11,30 64.31' LT 61+18.80 63.45' LT 61+26.30 62.25' LT 61+56.30 56.75' LT 61+63.80 55.55' LT 61 +71.30 54.69 LT 61+78.80 54.17' LT 61+86.30 54.00 LT SCALE: 1"=30' U � O o� w to O x o Li z STATION OFFSET FROM CL TO FL 53 +37.44 7.00 RT 53 +44.94 6.84' RT 53 +52.44 6.38' RT 53 +59.94 5.59' RT 53 +67.44 4.50' RT 53 +97.44 0.50 LT 54 +04.94 1.59' LT 54 +12.44 2,38' LT 54 +19.94 2.84 LT 54 +27.44 3.00' LT CONSTRUCTION NOTES &LEGEND OR EXISTING slcN FL FLOWLINE STATION © SWEEP TRAFFIC SIGNAL INTERCONNECT BEHIND CURB AND MOVE BOX CL CENTERLINE STATIONING OHE EXISTING OVERHEAD UTILITY LINE BEHIND CURB. OR �� EXISTING SURVEY MONUMENT - PROTECT IN PLACE. FO EXISTING UNDERGROUND BRIGHTHOUSE FIBER OPTIC LINE m7 INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG. NO. L -13, COORDINATE LOCATION WITH LANDSCAPE PLANS. EXISTING UTILITY POLE EX W EXISTING WATER LINE Os EXISTING SEWER MANHOLE CI EXISTING UTILITY BOX, TYP. (SIZE VARIES) ® RELOCATE EXISTING UTILITY BOX OR RAISE TO GRADE AND INSTALL TRAFFIC RATED BOX AND LID AS REQUIRED BY UTILITY COMPANY AND OD EXISTING STORM DRAIN MANHOLE CITY ENGINEER. SEE UTILITY COMPANY PLANS. EXISTING WATER OR WHARF HYDRANT PB EXISTING TELECOMMUNICATIONS MANHOLE RELOCATE STUBS BEHIND CURB AS REQUIRED BY UTILITY COMPANY - - RIGHT -OF -WAY C.0.6. CITY OF BAKERSFIELD AND CITY ENGINEER. SEE UTILITY COMPANY PLANS. - - -s - - - EXISTING SEWER MAIN EX. EXISTING 10 CONSTRUCT 0.75' OF GRAVEL OVER UNCOMPACTED NATIVE GROUND. CONSTRUCT FINISHED GRAVEL SURFACE 0.20' ABOVE THE TOP OF - - -SO- -- - EXISTING STORM DRAIN MAIN LT LEFT ADJACENT FINISHED PAVING SURFACE FOR FARM ROAD INGRESS AND EXISTING EDGE OF PAVEMENT RT RIGHT EGRESS PURPOSES. T EXISTING AT &T UNDERGROUND LINE •; CONSTRUCT SURVEY MONUMENT ENCASEMENT ail RELOCATE EXISTING UTILITY POLE. CONTRACTOR SHALL COORDINATE -E- EXISTING PG &E UNDERGROUND ELECTRICAL LINE PER C.O.B. STD. DWG. ST -13. WITH UTILITY OWNER. GAS EXISTING PG &E GAS MAIN + INSTALL STREET NAME SIGN PER CITY STANDARDS. 12 RELOCATE EXISTING 1A POLE TO LOCATION SHOWN. 13 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH PER C.O.B. STD. TSI EXISTING TRAFFIC SIGNAL INTERCONNECT -<a- INSTALL LED STREET LIGHT PER C.O.B. STD. DWG. ST -14 DWG. ST -2. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT (REFER TO STREET LIGHTING PLAN). 14 AT &T SHALL RELOCATE SHALLOW AT &T CONDUIT TO ADEQUATE DEPTH ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN FROM STATION 42 +50 TO 60 +00 PER AT &T PLANS AND AS DIRECTED VIEW AND PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. BY C.O.B. ENGINEER. OTHERWISE NOTED. ALL PROFILE SLOPES ARE BASED ON FLOWLINE LENGTHS. ❑2 CONSTRUCT TYPE "M" MEDIAN CURB PER PROPOSED C.O.B. STD. 15 GRIND A.C. 0.2' AND OVERLAY TURN POCKET TO ENSURE POSITIVE CROSS SLOPE SEE LANDSCAPE PLAN & UTILITY COMPOSITE FOR MEDIAN LANDSCAPING DWG. ST -2 (DATED 6/2/1999) AND REPLACE A.C. PAVING TO 16 CONTRACTOR SHALL RELOCATE SHALLOW 16" WATER MAIN TO ADEQUATE DEPTH, CONDUIT. CURB. COORDINATE WITH CITY OF BAKERSFIELD WATER RESOURCES DEPT. NOTE: REMOVE EXISTING A.C. DIKE. 17 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CONSTRUCTION OF MULTI -USE TRAIL SHALL BE ® SAWCUT TO NEAT, CLEAN VERTICAL FACE AND REMOVE EXISTING CASE "A ". DEFERRED UNTIL DEVELOPMENT OF ADJACENT PARCELS. A.C. THE EXACT LOCATION OF SAWCUT AND /OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 18 CONSTRUCT 6" THICK GRAVEL AT SUMP AS SHOWN. ❑CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL 19 RECONSTRUCT WHEEL CHAIR RAMP PER CALTRANS STANDARD PLAN A88A. BAY TAPER DATA No. 4 BAY TAPER DATA No. 5 BOXES AT 400' MAX SPACING FROM CAMPUS PARK DRIVE TO 20 CONSTRUCT TEMPORARY SUMP AS SHOWN. OFFSET FROM STATION OFFSET FROM MUSTANG WAY PER C.O.B. STD. T -34 (SEE SHEET 2). STATION CL TO FL CL TO FL INTERMEDIATE PULL BOXES NOT SHOWN. (REFER TO UTILITY 21 CONSTRUCT TYPE M -1 TACK -ON AND DOWEL MEDIAN CURB PER 58 +07.22 0.50' RT 58 +89.83 11.00 RT COMPOSITE PLAN BY OTHERS) PROPOSED C.O.B. STD. DWG. ST -2 (DATED 6/2/1999). 58 +14.72 0.28 RT 58 +99.83 10.68 RT SEE BAY TAPER 58 +22.22 0,34 LT 59 +09.83 9,76' RT DATA No. 1 _SEE BAY TAPER 58 +29.72 1.40 LT 59 +19.83 8.18' RT Q 0 v -1W Uw v �wr 58 +37.22 2.88 LT 59 +29.83 6.00 RT m � W a ma W 0- DATA N w 0: V) 58 +67.22 9,40 LT 59 +69.83 4.00' LT -� J ci 0 N 00 J CL m iZ 58 +74.72 11,10 LT 59 +79.83 6.18 LT o ° �`>>- �- vi} °p c� , , 0 CV 00 04 Q n Q O cD Q Z 58 +82.22 12.16 LT 59 +89.83 7.76 LT N 0 2 m 00 m o 2 m } �. 58 +89.72 12,78' LT 59 +99.83 8.68 LT � 06 w 0) z rri o `n 0 z 2 m (n 0 58 +97.22 13,00' LT 60 +09.83 9.00' LT ,� ? 0-0 2 00 ? z cZ C.O.B. WATER �� o w a- pp 00 3 0 00 rn Co u) W o. WELL SITE rn m '`? Z z LLJ+Z _ ro 0 EX EP PER C 0 B P HAS E 4 n m ''e) 0 t° of 0 0o SEE DETAIL "B" r- mo o o W 0° WHITE w + THIS SHEET �' oo Q `° ± ~ Z `j + X O + + + EX. FENCE to W m� LANE Q �, w z � PHASE 3 Ex. R/W PER DOC. X �_ = I EX. R/W PER DOC, No. 0211065464 " of [No. 0211065464 0 R EX BLDG EX. R/W PER DOC. X SEE DETAIL A - - - - - O R - Q No. 0211065464, W I STREET WIDENING vWi � �. - - - - SEE DETAIL C r - - - - - - a � I EX. 34" PG &E GAS PIPELINE PLANS REVISED EX. R/W PER DOC. Q THIS SHEET x _;as LID <o O.R. pw I No. 0207058433 O,R. = I - THIS SHEET I EX. CABLE 9/16/2012 ' 0_ -EX. 34" PG &E GAS PIPELINE a`,E ❑9 w� - - - I / I I 16 UTILITY BOX I 1 1 8 5 OHE klE- - -- - - - 51302- - _ _ - bH EX. WATER 1 14 - EX W - - EX W - Box _ 1 A716 - - = - 1 51303 I j -- - - --- ��G G S I- -GAS - - o II TS! T T T , PB T T T 16 T TT T T I PB No44 R I 12 8 14 SEE BA - - - -- X - - -- -- - - -� - -- - -- - - - - - - - -- T - T1 DA E W � - -- - - - -- �, _ - -- - -- -- � - - -- =tom_ -- -,�- - -_- - - _- �;=---- L---- � -� -J -- � T LO 6 GAS - I GAS - - -� GAS - - - - - -- - - - - - -�,' - EX- 6�SOCAL GAS MAIN -� - - L - n - J - - - - - - - - - - 4 EX. TRAFFIC 4 - �IGNAL B� GAS 48 r�i 4 GAS GAS - - rn� -,�_ SAS = , GAS GAS GAS - GAS - ©� to 4 51' RAD CD - $ 15 4 T IGAS - -- 0 - _ _ - + S, __ - - -_I - =- F - -S -- - - -_ _ - - -- - __�4- - - - -- - _ -- _ - _ 56 -- - - r & Z- - - - -5 - 2 - - - 2 AD. R 5 �3 T� F - = S • _ - - - D SAWCUT F-i - - - -- ----- - - - - -- Lt:l - - - - -- EX. 42" BV SEWER - -- - ------- - - - - -T - - - -I - - - - - - - END S 83 61 x EX. MEDIAN/ 56 +59.70 56 +59.64 SEE BAY TAPER 9100 SLT2 Z p Ld TRUNK LINE w CURB I I 3.19 RT 2 DATA No. 5 BEGIN 21 13.00 LT T I - 1pLj T T T T T T T T T T T 8.21 RT T T T T T TT T - _ +_ ----- - - - - -- ------- - - - - -- - E E - - - - - E - - - - E - - - - E - - - - E - - - - E - - - - - E - - - - - E - - - - E - - -- - -- -- - - - - -- - - - - -- - - - - - - - -- II V) I EX. IMPROVEMENTS, TYP - - -- \ - „� _ - EX W - - - - - EX V�� - EX W - -- - - II SEE DETAIL "D" I� THIS SHEET MUSTANG EX. IMPROVEMENTS, TYP. Q(p Xlil SOLTIERRA HW = 357.9 WAY CONSTRUCT FULL PLACE BOTTOM =356.4 c; ° � V REQ =1682 CF 55 +29.70 55+75,20 .R' I T DEPTH PAVEMENT 7 28 a " "i`r� V PROV =1697 C CF I U 46.5' ccwznnm Ld =Z wZoa� z OC7p w Ln 3 36,5' � Co C O �wQ'FOL OO� niU ao Zww w Q' 2 ?� J Vj 2 Z m w=oT,mLLI = W Z ` N �0 3 30.5 zd�wF `n ° °o °- zz w� �aOOOwUnW i U c0 0 m °Qz� O uSSL5 OOWjm'0Oa O Vl Y Z'w < o How2w o W m N a 0-y w W go ¢3m°ZO� oz> �Q�( W Z 4a)-O �- m ,,nn Cq 30.5' �- TEMP DRAINAGE ESMT PER DOC. No, O.R. PAVING LIMITS WITH PHASE 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30.00' 46.58' 29.46' 88'57'30" C2 30.00' 47.61' 30.49' 90'55'15" C3 30.00' 46.58' 29.46' 88'57'30" C4 30.00' 47.12' 30.00' 90'00'00" -z HORIZONTAL: 1"=50' PHASES 3 & 4 VERTICAL: 1"=2' STATION 49 +00 TO END IMPROVEMENTS CONSTRUCT 0.45' A.C. PAVING OVER 0.55' CRUSHED AGGREGATE BASE OVER 1.50' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =9 R =58 (PER C.O.B. WIDENING PLAN) SECTION EX. MEDIAN CURB 7 -2 -53 - -- - - - -- - -- - - 54 - ----- - - - - -- -- - - Z- 53 +37.44 7.00 RT __ SEE BAY TAPER 4 MATCH DATA No. 3 EXISTING DETAIL D 7.00 LT MATCH 55 +59.8 EXISTING 7.OT 55 +59.8 3.00 LT SCALE: 1 " =40' T I I Gi D C/) I 2.14' RAD. 56 O 0 9c2 �L 55 +75.20 3.00 LT U o"o ,� °aU0 wOu� U Z O ccwznnm Ld =Z wZoa� z OC7p M Ls7 w O>�� �Z � Co C O �wQ'FOL OO� niU r Zww w Q' 2 ?� J Vj 2 Z m w=oT,mLLI = W Z ` N n(El: C7F- l-�-0� �F W cv M zd�wF `n ° °o °- zz w� �aOOOwUnW i U c0 0 m °Qz� O uSSL5 OOWjm'0Oa O Vl Y Z'w < o How2w o -z HORIZONTAL: 1"=50' PHASES 3 & 4 VERTICAL: 1"=2' STATION 49 +00 TO END IMPROVEMENTS CONSTRUCT 0.45' A.C. PAVING OVER 0.55' CRUSHED AGGREGATE BASE OVER 1.50' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =9 R =58 (PER C.O.B. WIDENING PLAN) SECTION EX. MEDIAN CURB 7 -2 -53 - -- - - - -- - -- - - 54 - ----- - - - - -- -- - - Z- 53 +37.44 7.00 RT __ SEE BAY TAPER 4 MATCH DATA No. 3 EXISTING DETAIL D 7.00 LT MATCH 55 +59.8 EXISTING 7.OT 55 +59.8 3.00 LT SCALE: 1 " =40' T I I Gi D C/) I 2.14' RAD. 56 O 0 9c2 �L 55 +75.20 3.00 LT U o"o ,� °aU0 wOu� U Z O ccwznnm Ld =Z wZoa� z OC7p M Ls7 w O>�� �Z � Co C O �wQ'FOL OO� niU r Zww w Q' 2 ?� J Vj 2 Z m w=oT,mLLI = W Z ` N U o"o ,� °aU0 wOu� U Z O ccwznnm Ld =Z wZoa� z OC7p M Ls7 w O>�� �Z � Co C O �wQ'FOL OO� niU r Zww w Q' 2 ?� J Vj 2 Z m w=oT,mLLI = W Z ` N n(El: C7F- l-�-0� �F W cv M zd�wF `n ° °o °- zz w� �aOOOwUnW i U c0 0 m °Qz� O uSSL5 OOWjm'0Oa O Vl Y Z'w < o How2w o W m N a 0-y w W go ¢3m°ZO� oz> �Q�( W Z 4a)-O �- m ,,nn Cq z O w w w LL O z Q Lu N M W W oaaa� °ooNo N cn U=UwxZwzdOw LL ~?m��ZCncncwj CD auwi >¢U O O EL, F O cn w Z Q U Z° U W Q�°wo0a��~ a w" W W O Z°2U(nw2 cr w LL w w 3::z< >❑ �(n Q " Z Lu W <°°Ww�W °m L 0}w�CD xw -? M w O W z p a m am V- ,wU a >F- ==gym =o�aw�ZD FI- ❑al -U°m¢� LL E W I� `rte 46.58' 47.61' 90' BAY TAPER 46.58' 4712' 90' BAY TAPER 46.41' N' Uj ONE C R 0 CURVE' URVE ! IF 0�I N R ON CUR -- - - -- - ON CURVE Q+ Q st 0-0) xlv- 0: PO 0: 1­ XLO I-W -M 0: 0: t` d:rn 0:W) 0:'n Ha:M JwUf2 00 0'-c0 Q c0 U; U' N U- U c0 -1 W 0) U W N U 0) U 00 U J Lu � 00 U 0- v) 0- t` Q �' c6 moo W 06 m 06 W o6 Q_ o6 m o- Oj w p6 m od W Qi a. Oj O Q m W Oi W O) LO CONSTRUCT WITH PHASE 3, REMOVE WITH PHASE 4 JIM JIM �`� 17 J M M ~ �`> J ~ M M J M ~ �`> dU: } Z �.I LO DETAIL A �m om omXm. Lu Go c0 o a- �z -�- 0 z z ,' � o M z ''a Z W SCALE: f 1 " =30' a co 00 00 + m to W ° EX /ST /NG GROUND PROF /LF + m + W~ N +; , l o FROM 65' TO 54' WEST OF co o g cWn U-) + + ao + CENTERL /NE FROM STA. _ . ....... .............. ............................... ............ .. ..............................L .... ... ....LO................. ...........LO ... ... ...v�j.59.... 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AND ELEVATION IN FIELD, PRIOR - - DES16W FLONUNE PROFWE E N /MPRO�EMEiVTS -. . : . . . 48' WEST: QF.CENTERL /NE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . . . . . . .56 70.65 T0.59�7.5 ;a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TO .CONMUCTION AND NOTIFY • FROM STA. 42f57.66 TO ENGINEER IF THERE ARE ANY : , : , : : . : : : 56f69.74 : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : DISCREPANCIES. .... ................................. .........................I..... .................... I.............................. ......,.....................356 49 +00 50 +00 51+00 52 +00 53 +00 54 +00 55 +00 56 +00 57 +00 58 +00 59 +00 60 +00 61+00 62 +00 WEST FLOWLINE PROFILE �,�,\NEER 4c b 4. M w ; _> U L o- dam, �v /038 co Lu V, Z z ZW < ED J 0. W O I- 0 O WW O w O W �. > LLi CD O-> F cn W Q -�(� OD p cn W 0� 046 W Q cv-.) 1 cf) LLJ �- Cn U:) VJ / _ E 0-0 N O 3 a 0 Q z w I N � d Z 0 cy N � 3 W DATE 02/13/2013 i PA JOB No. 12-2642 SHEET clljQ E OF 7 SHEETS 'a F- 0 N LLJ w m \�, w w c� m U m W W co w w W W o a LL a o a �,�,\NEER 4c b 4. M w ; _> U L o- dam, �v /038 co Lu V, Z z ZW < ED J 0. W O I- 0 O WW O w O W �. > LLi CD O-> F cn W Q -�(� OD p cn W 0� 046 W Q cv-.) 1 cf) LLJ �- Cn U:) VJ / _ E 0-0 N O 3 a 0 Q z w I N � d Z 0 cy N � 3 W DATE 02/13/2013 i PA JOB No. 12-2642 SHEET clljQ E OF 7 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 CAUFORNIA 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 CAUFORNIA 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. SIGN CODES OM1 -3 - YELLOW DIAMOND OBJECT MARKER OM2 -2V - TYPE II VERTICAL OBJECT MARKER OM4 -3 - RED DIAMOND OBJECT MARKER SNS - STREET NAME SIGN SNS -METRO - METRO STREET NAME SIGN R1 -1 - STOP SIGN R2 -1 - SPEED LIMIT R3 -5(R) - RIGHT TURN ONLY R4 -7 - DIVIDED ROAD R5 -1 - DO NOT ENTER R6 -1(R) - ONE WAY (RIGHT) R7 -9 - NO PARKING BIKE LANE R11 -2 - ROAD CLOSED R26(CA) - NO PARKING ANYTIME R81(CA) - BIKE LANE R81A(CA) - BEGIN S4 -3 - SCHOOL W1 -6 (R) - ONE - DIRECTIONAL LARGE ARROW SIGN (RIGHT) W1 -6 (L) - ONE - DIRECTIONAL LARGE ARROW SIGN (LEFT) W1 -7 - TWO - DIRECTIONAL LARGE ARROW SIGN W3 -1 - STOP AHEAD W3 -3 - SIGNAL AHEAD W9 -1 - RIGHT LANE ENDS W4 -2 - MERGE W31 (CA) - END S1 -1 - CROSSING W16 -9p - AHEAD TYPE Q(CA) - CALIFORNIA WARNING SIGN -POST TYPE L -1(CA) - CALIFORNIA WARNING SIGN -POST TYPE N(CA) - CALIFORNIA WARNING SIGN - DIAMOND NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. SIGN LEGEND ❑ EXISTING SIGN TO REMAIN. Q INSTALL NEW 1 POST SIGN. INSTALL NEW 2 POST SIGN. INSTALL NEW SIGN ON EXISTING STREET LIGHT /TRAFFIC SIGNAL POLE STANDARD. 0 RELOCATE EXISTING SIGN. REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). REMOVE EXISTING SIGN (SALVAGE TO OWNER). SIGN. SIGNS SHALL BE LOCATED PER C.O.B. STD. DWG. T -1 OR AS DIRECTED BY CITY ENGINEER UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG BUENA VISTA ROAD SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. REVISIONS ,APPROVED PHASE 2 ONLY: FRED W. PORTER t� DATE RCE 33448 IVAAA, J7 -� MARIAN P. SHAW DATE RCE 32178 "PHASES 1 & 2" CONSTRUCT TYPE CONSTRUCT TYPE 3 BARRICADE WITH 3 BARRICADE WITH PHASE 1 CONSTRUCT TYPE "FARMS" W31 (CA) (2) OM4 -3 2 OM4 -3 W31 (CA) 3 BARRICADE WITH PHASE 2 Q �N\ CAM DRIVE ARK NO PUBLIC (2) W31(CA) (p I \ " � I � "BOLTHOUSE AD" "NO PUBLIC �� PARKING "PROPOSED HOFFMANN HOSPICE FACILITY" 51 -1 SNS -METRO � �- LrLJ PARKING" W16 -9 00 CURB AND GUTTER 0 1 R7 -9 R26 CA �� O QNI Q (TYP.) / Q "F.O. WARNING" R7 -9 R7 -g R7 -9 0- IO- R STA. 28 +65 D f� W4 -2 �� N TO 41+75 �--- 0 � � t° R26(CA) R STA. 31+30 ;� R R81 CA OJ TO 42 +58 - _ _ -c! _._ ( -- - - - - -- _ _ _ - - - -- - - - W 1( ) STA. 23 +45 S1 -1 R6 -1(R) R5 -1 I - - - - - - - - t c� ( ) 12 m z �' RS -1 <_s- NS-METRO MEDIAN (TYP.) -- - - - -- NY _ MEDIAN (TYP.) 0 R W16 -9 - - -�3 -- --- - - -!-� - -- - -24 TO 28 +65 ❑ 0 ---------- ----- - - - - -- -- ------ ---------- - - - - -- - - - - - -- -- -_ -- ___ -_ __ W - - - - - -- 25-- - - - - -- - -- 26 ❑ _ _ - -- - 2-1 -- - ___ - - -- - 2$ - - - - --2-9--,-- 30--- - - - - -- 31 -- -.32 - - \ -- - - -_ _� _ - -- _ _ . - - 35 w N W L - - -- - - ------------- - - - - -- 4 -- ________________________ _ _____---------------- - - - - -- 27 c= _ =__==-- ----------- = _-------------- - - - - -- - ---------- - - - - -- - - - - -- - - - -- - -- _� _ - - -1 -- - 33 - -\ Q - - -- - -- - R4 -7 3 W 2 _ _ R4 -7 i� OM1 -3 R6 -1(R) R6 -1 IR T ' _ - - - - - - I R 0 ZQWO �EX. STRIPING, TYP. STA. 31 +50 R 1 1 T _ ❑ Q - - - - - - - - - - - - Q (TO NOSE) TO CW R STA. 31 +50 N 12 U) L� ______�\ �- _______ -_� --- - - - - -- -- _________= __________ -_____ TO CW I F_w EX. IMPROVEMENTS _ -- - Li VISTA RIDGE OPEN TRAIL DRIVE ROAD w W -.r cn V) D►?A1A�I Q a HORIZONTAL: 1"=50' a- ED W. PORTER, RCE 33448 EXR DATE EP ST ST RW I CL 1 55' -70' 1 FL 11' TURN LANE I (WHERE OCCURS)I 2' TYP. 2 \M � X --► 1.5 % -3.5% 48'-65' VARIES 32.5' -42' 0 w ( Qce0 cn , VARIES I I UI 6" TYPE "B" CURB & -" GUTTER. COMPACT UNDER ROUGH CURB & GUTTER 6" MIN, TO GRADE LINE 90% MAX. DENSITY (TYP.) SEE PLAN VIEW FOR SEE C.O.B. STD. DWG. ST -11 STRUCTURAL SECTIONS FOR SLOPE PARAMETERS VARI 0 �w wpm a of <wo I I I V ' s�-7T NOTE: SEE PLAN VIEW FOR EXISTING & PROPOSED MEDIAN CURB LOCATIONS ARTERIAL — 110' RIGHT —OF —WAY NOTE; SEE SHEET 2 FOR FUTURE MULTI -USE TRAIL SECTION PER WEST MING SPECIFIC PLAN, CAMPUS PARK DRIVE CONSTRUCT TYPE 3 BARRICADE WITH (2)W 1(C) N 17 INSTALL 3 FLEXIBLE BASE CHANNELIZERS REMOVE WITH PHASE 4 —MID- SECTION LINE PROPOSED EP CURB AND GUTTER WITH PHASE 2 (TYP.) "PHASE 2 INTERIM STRIPING" STA. 28 +65 TO 41 +75 R STA. 31 +30 TO 42 +58 -a EX. EP PER C.O.B. STREET WIDENING PLANS REVISED 9/16/2012 oN - - - -- -- - - - 1 _ -_. __ 1 - o — — - - - -- 41 - - - -- - - 42 __---- - - - - -- 43------- -- ----- - - - -44 37 -8 - - - - - - - _ _T -1 - - - -- - -- ------ - -- -- - - -- - -- ----- - - - - -- -- ---- - - - - -- - - 3----- - - - - -- - - - -- - - - - - -- - ----- - - - - -- 9 c---------- - - - - -- --- - - - - -- - --------- �_T -------- - - - - -- - 12 N MEDIAN (TYP.) EX. AC DIKE \,--EX. STRIPING, TYP. - - - -- 71 EX. IMPROVEMENTS (TYP.) ILLUSION MIRAGE WAY DRIVE HORIZONTAL: 1"=50' ,U) J l i° az 0o z m iig:;� ,u)t .Z. Q� aL Y � >t U Z o M a) u') W z O N I— w M Q > U U O U) c!) a� c/) Z m Q W ..r Ozs Z 4) o fr 0�N Lu w M =_ N C) 0 O N L 0 Q U w ° a U o a PAVEMENT DELINEATION LEGEND Z Q (/) w W C m W 2 W W © INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, U) W = Z o AND A20D. NUMBER IN Q INDICATES DETAIL NO. ON STANDARD PLAN. U) L K o Z _ © INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. Z o W U o W _ 2r � ° W=o=Iw" ELI INSTALL 12" WHITE LIMIT LINE AS SHOWN. W � N o Ic N N o a REMOVE ALL EXISTING PAVEMENT MARKINGS AND /OR TRAFFIC STRIPING IN o e o � x F= c ® CONFLICT WITH NEW CONSTRUCTION (TYPICAL). a�Q_F x o L 6 3 NY PAINT MEDIAN NOSES YELLOW �T WWZ z z z CH INSTALL 12" WHITE CHEVRONS AS SHOWN (50' MAX O.C.) c�Z5 �ov,9 o z o o F L DY INSTALL 12" YELLOW DIAGONALS AS SHOWN (50' MAX O.C.) o z W LEI INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) z o g w ` Z�°� ° 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. =� Z g w W W 'c INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. a p mw- = W C V= U W H Z L �r INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. U- lz w w F � m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. z a Lc J O O O Q mo=w =�Z Z p x L z0-x >o_ w �wo��W� �W >m w¢o °Z >C, NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL o' m o VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. M W o z J < y v o w Z SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE _ 7- co m = o PP55-PUc SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. REVISIONS ,APPROVED PHASE 2 ONLY: FRED W. PORTER t� DATE RCE 33448 IVAAA, J7 -� MARIAN P. SHAW DATE RCE 32178 "PHASES 1 & 2" CONSTRUCT TYPE CONSTRUCT TYPE 3 BARRICADE WITH 3 BARRICADE WITH PHASE 1 CONSTRUCT TYPE "FARMS" W31 (CA) (2) OM4 -3 2 OM4 -3 W31 (CA) 3 BARRICADE WITH PHASE 2 Q �N\ CAM DRIVE ARK NO PUBLIC (2) W31(CA) (p I \ " � I � "BOLTHOUSE AD" "NO PUBLIC �� PARKING "PROPOSED HOFFMANN HOSPICE FACILITY" 51 -1 SNS -METRO � �- LrLJ PARKING" W16 -9 00 CURB AND GUTTER 0 1 R7 -9 R26 CA �� O QNI Q (TYP.) / Q "F.O. WARNING" R7 -9 R7 -g R7 -9 0- IO- R STA. 28 +65 D f� W4 -2 �� N TO 41+75 �--- 0 � � t° R26(CA) R STA. 31+30 ;� R R81 CA OJ TO 42 +58 - _ _ -c! _._ ( -- - - - - -- _ _ _ - - - -- - - - W 1( ) STA. 23 +45 S1 -1 R6 -1(R) R5 -1 I - - - - - - - - t c� ( ) 12 m z �' RS -1 <_s- NS-METRO MEDIAN (TYP.) -- - - - -- NY _ MEDIAN (TYP.) 0 R W16 -9 - - -�3 -- --- - - -!-� - -- - -24 TO 28 +65 ❑ 0 ---------- ----- - - - - -- -- ------ ---------- - - - - -- - - - - - -- -- -_ -- ___ -_ __ W - - - - - -- 25-- - - - - -- - -- 26 ❑ _ _ - -- - 2-1 -- - ___ - - -- - 2$ - - - - --2-9--,-- 30--- - - - - -- 31 -- -.32 - - \ -- - - -_ _� _ - -- _ _ . - - 35 w N W L - - -- - - ------------- - - - - -- 4 -- ________________________ _ _____---------------- - - - - -- 27 c= _ =__==-- ----------- = _-------------- - - - - -- - ---------- - - - - -- - - - - -- - - - -- - -- _� _ - - -1 -- - 33 - -\ Q - - -- - -- - R4 -7 3 W 2 _ _ R4 -7 i� OM1 -3 R6 -1(R) R6 -1 IR T ' _ - - - - - - I R 0 ZQWO �EX. STRIPING, TYP. STA. 31 +50 R 1 1 T _ ❑ Q - - - - - - - - - - - - Q (TO NOSE) TO CW R STA. 31 +50 N 12 U) L� ______�\ �- _______ -_� --- - - - - -- -- _________= __________ -_____ TO CW I F_w EX. IMPROVEMENTS _ -- - Li VISTA RIDGE OPEN TRAIL DRIVE ROAD w W -.r cn V) D►?A1A�I Q a HORIZONTAL: 1"=50' a- ED W. PORTER, RCE 33448 EXR DATE EP ST ST RW I CL 1 55' -70' 1 FL 11' TURN LANE I (WHERE OCCURS)I 2' TYP. 2 \M � X --► 1.5 % -3.5% 48'-65' VARIES 32.5' -42' 0 w ( Qce0 cn , VARIES I I UI 6" TYPE "B" CURB & -" GUTTER. COMPACT UNDER ROUGH CURB & GUTTER 6" MIN, TO GRADE LINE 90% MAX. DENSITY (TYP.) SEE PLAN VIEW FOR SEE C.O.B. STD. DWG. ST -11 STRUCTURAL SECTIONS FOR SLOPE PARAMETERS VARI 0 �w wpm a of <wo I I I V ' s�-7T NOTE: SEE PLAN VIEW FOR EXISTING & PROPOSED MEDIAN CURB LOCATIONS ARTERIAL — 110' RIGHT —OF —WAY NOTE; SEE SHEET 2 FOR FUTURE MULTI -USE TRAIL SECTION PER WEST MING SPECIFIC PLAN, CAMPUS PARK DRIVE CONSTRUCT TYPE 3 BARRICADE WITH (2)W 1(C) N 17 INSTALL 3 FLEXIBLE BASE CHANNELIZERS REMOVE WITH PHASE 4 —MID- SECTION LINE PROPOSED EP CURB AND GUTTER WITH PHASE 2 (TYP.) "PHASE 2 INTERIM STRIPING" STA. 28 +65 TO 41 +75 R STA. 31 +30 TO 42 +58 -a EX. EP PER C.O.B. STREET WIDENING PLANS REVISED 9/16/2012 oN - - - -- -- - - - 1 _ -_. __ 1 - o — — - - - -- 41 - - - -- - - 42 __---- - - - - -- 43------- -- ----- - - - -44 37 -8 - - - - - - - _ _T -1 - - - -- - -- ------ - -- -- - - -- - -- ----- - - - - -- -- ---- - - - - -- - - 3----- - - - - -- - - - -- - - - - - -- - ----- - - - - -- 9 c---------- - - - - -- --- - - - - -- - --------- �_T -------- - - - - -- - 12 N MEDIAN (TYP.) EX. AC DIKE \,--EX. STRIPING, TYP. - - - -- 71 EX. IMPROVEMENTS (TYP.) ILLUSION MIRAGE WAY DRIVE HORIZONTAL: 1"=50' ,U) J l i° az 0o z m iig:;� ,u)t .Z. Q� aL Y � >t U Z o M a) u') W z O N I— w M Q > U U O U) c!) a� c/) Z m Q W ..r Ozs Z 4) o fr 0�N Lu w M =_ N C) 0 O N L \NEER * bi oao��� w M > U a 0, LAJ 3a W z z < jz Q J Q W � C) 0. zQ W 0�:(Dj COQ w<F_z �..wC� Cn \\ — .(/) 0C � oej Q. Q 0 Z LL J �Wrn Z V — 4 a — — N e CD U) 0 0 N 0 w w C. 0 Q Q z w m N Q) N i 3 0 w z a_M �a a N N 1 ° LLJ N N a U5 wo F_ Qm W- W d z v 0 w W >m > W co w W 0 \NEER * bi oao��� w M > U a 0, LAJ 3a W z z < jz Q J Q W � C) 0. zQ W 0�:(Dj COQ w<F_z �..wC� Cn \\ — .(/) 0C � oej Q. Q 0 Z LL J �Wrn Z V — 4 a — — N e CD U) 0 0 N 0 w w C. 0 Q Q z w m N Q) N i 3 IT DATE 05/28/2013 PA JOB No. 12 -2642 SHEET E 0 Q ;_ N N OF 7 SHEETS 0 z a_M �a N N 1 LLJ N N U5 wo w Qm IT DATE 05/28/2013 PA JOB No. 12 -2642 SHEET E 0 Q ;_ N N OF 7 SHEETS N I "I CAMPUS PARK uJ Ld DRIVE <1< 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. LINE � R ® STA. 36 +00 „ R26(CA) R26(CA) TO 41 +75 NO PUBLIC SIGN CODES PAVEMENT DELINEATION LEGEND Q o OM1 -3 - YELLOW DIAMOND OBJECT MARKER OM2 -2V - TYPE II VERTICAL OBJECT MARKER OM4 -3 - RED DIAMOND OBJECT MARKER SNS - STREET NAME SIGN SNS -METRO - METRO STREET NAME SIGN R1 -1 - STOP SIGN R2 -1 - SPEED LIMIT R3 -5(R) - RIGHT TURN ONLY R4 -7 - DIVIDED ROAD R5 -1 - DO NOT ENTER R6 -1(R) - ONE WAY (RIGHT) R7 -9 - NO PARKING BIKE LANE R11 -2 - ROAD CLOSED R26(CA) - NO PARKING ANYTIME R81 (CA) - BIKE LANE R81 A(CA) - BEGIN S4 -3 - SCHOOL W1 -6 (R) - ONE - DIRECTIONAL LARGE ARROW SIGN (RIGHT) W1 -6 (L) - ONE - DIRECTIONAL LARGE ARROW SIGN (LEFT) W1 -7 - TWO - DIRECTIONAL LARGE ARROW SIGN W3 -1 - STOP AHEAD W3 -3 - SIGNAL AHEAD W9 -1 - RIGHT LANE ENDS W4 -2 - MERGE W31 (CA) - END S1 -1 - CROSSING W16 -9p - AHEAD TYPE Q(CA) - CALIFORNIA WARNING SIGN -POST TYPE L -1(CA) - CALIFORNIA WARNING SIGN -POST TYPE N(CA) - CALIFORNIA WARNING SIGN - DIAMOND NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. SNS -METRO SIGN LEGEND EXISTING SIGN TO REMAIN. Q INSTALL NEW 1 POST SIGN. INSTALL NEW 2 POST SIGN. INSTALL NEW SIGN ON EXISTING ■ STREET LIGHT /TRAFFIC SIGNAL POLE STANDARD. 0 RELOCATE EXISTING SIGN. REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). REMOVE EXISTING SIGN (SALVAGE TO OWNER). SIGN. SIGNS SHALL BE LOCATED PER C.O.B. STD. DWG. T -1 OR AS DIRECTED BY CITY ENGINEER UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I: ��2AQ69 .f� CPOUND SERVI`� DIAL TOLL FREE 1- 600 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG BUENA VISTA ROAD CURB AND GUTTER "PHASE 4' "GAS MARKER" EX. GAS MARKER SIGNS �p PARKING R7 -9 (TYP.) SNS -METRO �� NO PUBLIC R7 -9 "NPARKING " R7 -9 � _ ■ � ��_�� -� R7 -9 R7 -g � �\ PARKING" R7 -9 W I 38 Q a Q W -- -- - � c° � � � R TOA53 +37 5 SNS -METRO � Z� N 39 D TYPE -Q CA W9 -1 39 I m (W EX. PER PHASE 2 INTERIM RS -1 - R6-1(R) - -- - -- _ _ - _.. - ___ a - - N— — — — — — — — — — — — — — — — — _. IIN iv tjR 7§$ r ° 378 _---------- - - - - -- . - -_ -- -__NY 41 42 - -- { - - - -43 - - - - - - - - -- 44 - - -- -- - - -- ----- �6 - - -- -- ------- - - - - -- _ - -- - -47 - - - - -- { -- 4B - __- 49. 50 _ --------------------- - - - - - -- ------ - - - - -- _W 3 , ---------------- - - - - -- - -- -- - - - -- 9 ---------------------- - -- ----------------- ---------------------- ---------------- J R4 -7 --- -- -- R5 -1 J = I OM1 -3 N \� R6-1(R) TYPE Q CA MEDIAN (TYP.) 1 R ❑ I U 0 MEDIAN (TYP.) ( ) LEX. STRIPING, TYP. ❑ _ - - - - - _ - - F- ❑ 0 _ -- _____ _- _____________________________ --- - - - - -_ - -- -- a \-EX, IMPROVEMENTS (TYP.) ILLUSION MIRAGE SOLTIERRA WAY DRIVE PLACE INSTALL WITH PHASE 3 (3) TYPE L -1(CA) REMOVE WITH P HAS E 4 PHASE 4 EX. EP PER C.O.B. INSTALL WITH PHASE 3 STREET WIDENING PLANS TYPE N(CA) REVISED 9/16/2012 REMOVE WITH DUACC A INSTALL FLEXIBLE BASE CHANNELIZERS r -- AT 25' O.C. AS SHOWN (REMOVE WITH PHASE 4) 14- "I to to (W W + ( Q toI Q = 2 PROPOSED EP WITH PHASE 3 W1- 7 OM1 -3 PAVEMENT DELINEATION LEGEND Q o 0 LL o° W C/ � ° ° XO AND A20D. NUMBER IN Q INDICATES DETAIL N0. ON STANDARD PLAN. aW z o a U W � W Z LL W w W m w 0¢- W m F o LL o n © INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. W Z o > m E INSTALL 12" WHITE LIMIT LINE AS SHOWN. ~ ° � ° c n g W � W = x 3: :j ;� ° :in2irL_a ® CONFLICT WITH NEW CONSTRUCTION (TYPICAL). z Q o, Z Z° o u NY PAINT MEDIAN NOSES YELLOW LL O O O w a ola=F=r CH INSTALL 12" WHITE CHEVRONS AS SHOWN (50' MAX O.C.) Z._��vxZ°Z� ¢ ° " 3 " ¢ °` DY INSTALL 12" YELLOW DIAGONALS AS SHOWN (50' MAX O.C.) Zzoaazz03 Z ° ° W = QINSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) pW V ui _ "o ;1 � Z 2 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. w��ozwooC °- w W o N a w 3 INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. ¢ w a W o > U o- d%, Z o w w w o W° d a E F �r INSTALL TYPE A WHITE ARROW CENTERED IN LANE AS SHOWN. ° o W'° °o - ¢ W U Z= Z W¢ C - F in INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. LL � � z " z ? m a " z w 1 3 W s OW W U W o O j¢ H- U S E NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL (a W Z _j o W o LL x VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. co _ H W ° w zo SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE Z = z) ¢ OxUfnW= SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. a o W O Lu L.0 � > ¢ w U a W W UOW Z¢f!3 xx?�x0�w EX. GAS MARKER SIGNS �p PARKING R7 -9 (TYP.) SNS -METRO �� NO PUBLIC R7 -9 "NPARKING " R7 -9 � _ ■ � ��_�� -� R7 -9 R7 -g � �\ PARKING" R7 -9 W I 38 Q a Q W -- -- - � c° � � � R TOA53 +37 5 SNS -METRO � Z� N 39 D TYPE -Q CA W9 -1 39 I m (W EX. PER PHASE 2 INTERIM RS -1 - R6-1(R) - -- - -- _ _ - _.. - ___ a - - N— — — — — — — — — — — — — — — — — _. IIN iv tjR 7§$ r ° 378 _---------- - - - - -- . - -_ -- -__NY 41 42 - -- { - - - -43 - - - - - - - - -- 44 - - -- -- - - -- ----- �6 - - -- -- ------- - - - - -- _ - -- - -47 - - - - -- { -- 4B - __- 49. 50 _ --------------------- - - - - - -- ------ - - - - -- _W 3 , ---------------- - - - - -- - -- -- - - - -- 9 ---------------------- - -- ----------------- ---------------------- ---------------- J R4 -7 --- -- -- R5 -1 J = I OM1 -3 N \� R6-1(R) TYPE Q CA MEDIAN (TYP.) 1 R ❑ I U 0 MEDIAN (TYP.) ( ) LEX. STRIPING, TYP. ❑ _ - - - - - _ - - F- ❑ 0 _ -- _____ _- _____________________________ --- - - - - -_ - -- -- a \-EX, IMPROVEMENTS (TYP.) ILLUSION MIRAGE SOLTIERRA WAY DRIVE PLACE INSTALL WITH PHASE 3 (3) TYPE L -1(CA) REMOVE WITH P HAS E 4 PHASE 4 EX. EP PER C.O.B. INSTALL WITH PHASE 3 STREET WIDENING PLANS TYPE N(CA) REVISED 9/16/2012 REMOVE WITH DUACC A INSTALL FLEXIBLE BASE CHANNELIZERS r -- AT 25' O.C. AS SHOWN (REMOVE WITH PHASE 4) 14- "I to to (W W + ( Q toI Q = 2 PROPOSED EP WITH PHASE 3 W1- 7 OM1 -3 "PHASES 3 & 4" INSTALL FLEXIBLE BASE CHANNELIZERS AT 50' O.C. AS SHOWN, (TYP.) CONSTRUCT TYPE 3 BARRICADE WITH (2) OM4 -3 W31 (CA) "BOLTHOUSE AD" �1 \ R2� 6(CA) 8 I _ 56 NY 56 +18. PHASE 3 R STA. 41 +75 0 LL ' n- CURB AND ^ O TO 53 +37 1 W31 (CA) R7-9 "GAS w Z R7 -9 R7 -9 GUTTER (TYP.) R7 -9 W � MARKER" I m 3: a �I 9 ■ W > (Un � - LL O a a o m ��G�NEER � b/ N a w 3 M > U o- d%, U _ -.7A. - ..7iZ -' - - �- � --- �/�- - -- —� - - -� — - -� �— - - -- - -- - - -- -- -- - -49l_-- _ -_ _ _ ... .TAI_ _4L - -- -- N_ w 1 3 _ 0 50 _ 51 W -- - -- - - - - - -- ------- - - - - -- - - -- -- 5� 53 - - - -- --- - -____ _-- _--- _- _____ -_ - -- �- - 4-- - - - - -- - -- -- N - - -- - -D - -- __ z-__ -------- - ----- ___- - - - - -- "PHASES 3 & 4" INSTALL FLEXIBLE BASE CHANNELIZERS AT 50' O.C. AS SHOWN, (TYP.) CONSTRUCT TYPE 3 BARRICADE WITH (2) OM4 -3 W31 (CA) "BOLTHOUSE AD" �1 \ R2� 6(CA) 8 I _ 56 NY 56 +18. PHASE 3 HORIZONTAL: 1"=50' INSTALL FLEXIBLE BASE CHANNELIZERS AT 50' O.C. AS SHOWN, (TYP.) "GAS" R STA. 53 +37 3� 3 TO 62 +00 N MEDIAN (TYP.) _ _____ - -__ 59 -- _� - C.O.B. WATER WELL SITE R26(CA) WHITE LANE R26(CA) R81 (CA) R81 A(CA) I ■ � I R81(CA) _ I ___L_..._ . R4 -7 ! OM1 -3 f R2 -1 J In ,.55 .. / 9 ------- - - - - -- - -- -- N - ----- --------- - - - - - -- z r n 6D f, 61 - - -- EX. STRIPING, TYP. MEDIAN (TYP.) ' OM1 -3 OM1 -3 d STA. 55 +60 REMOVED BY 2 I S1 -1 U ' EX. STRIPING, TYP. 0 TO 62 +00 PAVEMENT DEMO R6 -� - _ _ i 1� �f / EX. IMPROVEMENTS (TYP.) MUSTANG WAY HORIZONTAL: 1"=50' i/ II li W z LL �o oL0 W i xF 00 �o W o� m Q� �m a� r N 3 F- Q N cc 3 U U Z o M rn cfl W z E� O N W 76 M Q > 0- U 0 N C7 Q m LL W N M _Z m o co N W Lu �M w N W C) 0 0 `V L 1a w ¢ 0 CONSTRUCT TYPE 3 BARRICADE WITH W (2) OM4 -3 O W31 (CA) a w Z R7 -9 'a z w HORIZONTAL: 1"=50' INSTALL FLEXIBLE BASE CHANNELIZERS AT 50' O.C. AS SHOWN, (TYP.) "GAS" R STA. 53 +37 3� 3 TO 62 +00 N MEDIAN (TYP.) _ _____ - -__ 59 -- _� - C.O.B. WATER WELL SITE R26(CA) WHITE LANE R26(CA) R81 (CA) R81 A(CA) I ■ � I R81(CA) _ I ___L_..._ . R4 -7 ! OM1 -3 f R2 -1 J In ,.55 .. / 9 ------- - - - - -- - -- -- N - ----- --------- - - - - - -- z r n 6D f, 61 - - -- EX. STRIPING, TYP. MEDIAN (TYP.) ' OM1 -3 OM1 -3 d STA. 55 +60 REMOVED BY 2 I S1 -1 U ' EX. STRIPING, TYP. 0 TO 62 +00 PAVEMENT DEMO R6 -� - _ _ i 1� �f / EX. IMPROVEMENTS (TYP.) MUSTANG WAY HORIZONTAL: 1"=50' i/ II li W z LL �o oL0 W i xF 00 �o W o� m Q� �m a� r N 3 F- Q N cc 3 U U Z o M rn cfl W z E� O N W 76 M Q > 0- U 0 N C7 Q m LL W N M _Z m o co N W Lu �M w N W C) 0 0 `V L 1a w ¢ 0 of) w z J J Q � wJ 2 Z � � W w5 0� � a Zl LLJ > U) 0 > U) 0� 06 a z °� Lu wZ �moCL w U) a Z W LL O 1 \\ a w Z U z w m 3: W W U (Un � L j W LL O a a o a ��G�NEER � b/ N a w 3 M > U o- d%, U of) w z J J Q � wJ 2 Z � � W w5 0� � a Zl LLJ > U) 0 > U) 0� 06 a z °� Lu wZ �moCL w U) DATE 02/13/2013 N PA JOB No. 12 -2642 SHEET 0 a E i' cc N OF 7 SHEETS Z O N W DATE 02/13/2013 N PA JOB No. 12 -2642 SHEET 0 a E i' cc N OF 7 SHEETS