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HomeMy WebLinkAbout5.1-12173SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'A). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 8 (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MOD IFIED) ASPONS FOLT R CON3/4' MAXIMUM, SHALL ONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE SPEASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERNSE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAMNG ASPHALTS; IN SECTION 92-1.02, "GRADES, OF THE STANDARD SPECIFICATIONS. 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 ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE 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 PROMSIONS. 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 NTH 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 DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 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 DGSTING EDGE OF PAVEMENTT, 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. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBUC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE UMITS OF CONSTRUCTION. PAMNG SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD .CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA, DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING STANDARDS AS ADOPTED BY C.O.B. SHALL BE CONSIDERED PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -2 STANDARD MEDIAN CURBS TYPE "M" (PROPOSED) ST -5 STANDARD COMBINATION SIDEWALK (PROPOSED) ST -6 STANDARD PAVEMENT PATCHES ST -9 STANDARD STREET SPECIFICATIONS ST -13 STANDARD SURVEY MONUMENTS ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -17 STANDARD WIDE CROSS GUTTERS ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS T-1 STANDARD STREEET SIGN POST STYLE A88A CALTRANS, 2015 EDITION HANDICAP RAMPS 3. PAVEMENT: PAMNG FOR ASHE ROAD SHALL BE: 0.45' ASPHALT CONCRETE OVER 1.35' AGGREGATE BASE OVER 0.70' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. NOTE: MATCHING PAVEMENT WITH PREVIOUSLY APPROVED STREET CONSTRUCTION PLAN (RECORD DRAWING) FOR TRACT 6166, PHASES 1 THRU 3 DATED SEPTEMBER 12, 2003. PAMNG FOR PANAMA LANE SHALL BE: 0.45' ASPHALT CONCRETE OVER 0.45' AGGREGATE BASE OVER 1.60' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. NOTE: MATCHING PAVEMENT WITH PREVIOUSLY APPROVED STREET CONSTRUCTION PLAN (RECORD DRAWING) FOR TRACT 6475, UNITS 1 THRU 5 DATED SEPTEMBER 9, 2005. 4, INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED OO EXISTING 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -O- INSTAL STANDARD STREET LIGHTS 5800 LUMEN PER C.O.B. STD. ST -14. L E � INSTALL STREET LIGHTS, 9500 LUMEN PER C.O.B. STD, ST -14. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.5' SIDEWALK AS NOTED ON PLANS. B. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET UGHTS AT P.G.& E SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. T1. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444, HE LENGTH OF PAVEMENT ALONG 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL B WHICH CAN BE SURFACED DURING BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. SHALL BE PLACED ALONG THE BE LOCATED WITHIN SIDEWALK 6" FROM BACK. BE HAND RAKED AND COMPACTED KRAFT PAPER, OR OTHER 13. REMOVAL OF THE CONFORMS WHEN THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEMCE 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 ABOVE SHALL BE USED. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT 1WINN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES B. REMOVAL AND REPLACEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. 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 UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE(CAB)CONFORMING TO SECTION 200-2.2 OF THE GREEN BOOK BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FIE GADATION 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 THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. PAMNG CONTRACTOR SHALL GRADE THE PAMNG 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 THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE,THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABUSHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE 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. 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 LO" SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 909 OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET 114E IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBOIMDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 95% COMPACTION AT LEAST 1 FOOT UNDER AND ON EACH SIDE OF CROSS GUTTERS & COMMERCIAL DRIVE APPROACHES. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN HEREIN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. PRIOR TO PAMNG THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDEONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS, SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAMNG MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT COLOR AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY RECREATION & PARKS DEPARTMENT. STAMP A "C" ON THE TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. NTH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. MAXIMUM SLOPE RATION FROM RACK OF SIDEWALK TO FACE OF WALL OF STRUCTURE SHALL BE 4.1; EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. E MOUNTED ON POSTS WITH HAWKINS M2G SERIES ROADSIDE SIGNS INSTALLED PER STD_ T-19 SHALL FOR ME 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHEDMISCELLANEOUSBASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL HE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 85% OF .THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CIN TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 0-1557. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 17. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049. 18. DUST CONTROL: CONTRACTOR SHALL .OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 19. IF THE PROJECT IS SUBJECT TO THE PROMS0NS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES A "NOTICE OF INTENT" NOI TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO ( ). ( ) DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION 006-1 1 MUS ORDER N0. 2009 -009 -DWG AS AMENDED BY ORDER 2010 -0014 -DWG AD ORDER 2072-0006-DWq MUST BE FILED WITH STATE WATER RESOURCES. CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 51`15C384709 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 20. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITNG DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHT SPECIFICATIONS. 21. ANY WORK CONNECTION TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBUC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. 22. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 23. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING. AS PER THE CITY ENGINEER. 24. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY RECREATION & PARKS DEPARTMENT. 25. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FOOT UNDER AND EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE APPROACHES. STORM DRAIN NOTES: 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERMSION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFUCT WITH ANY UTILITIES. IN THE EVENT ACONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE AUGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION, IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTIUNES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE QTY ENGINEER. ALL EXISTING PAMNG AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD STANDARD DRANNG ST -6, EXCEPT AS NOTED ON PLANS. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBUC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-11, 0-14, D-16, D-18 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ST -6, ST -22 BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' (U.S.G.S. DATUM) PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP BASIS OF BEARINGS: THE BEARING OF N 00.48'56" E SHOWN FOR THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 22, T. 30 S., R. 27 E. ON TRACT NO. 6475 - UNIT 5 FILED IN MAP BOOK 55 AT PAGE 87 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. OWNER/DEVELOPER ENGINEER PANAMA & ASHE LLC, McINTOSH & ASSOCIATES P.O. BOX 22590 2001 WHEELAN COURT BAKERSFIELD, CA 93390 BAKERSFIELD, CA 93309 CONTACT PERSON: CHRIS HAYDEN CONTACT: ROGER A. McINTOSH PHONE: (661) 487-0180 PHONE: (661) 834-4814 APN: 499-573-01 LEGAL DESCRIPTION: LOT 22 OF TRACT NO. 6475 -UNIT 5, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED MAY 31, 2006 IN BOOK 55, PAGES 87, 88 AND 89 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. NOTES: NOT ALL UNDERGROUND UTIUTIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE SOURCES. INDEX OF SHEETS SHEET TITLE 1 COVER SHEET 2 ASHE ROAD STA. 10+00.00 CL. -STA. 18+60.62 C.L. 3 PANAMA LANE STA. 10+00.00 CL -STA. 18+46.31 C.L. 4 STRIPING 5. CROSS SECTIONS AND DETAILS EASEMENT LEGEND: OCITY OF BAKERSFIELD STREET RIGHT-OF-WAY DEDICATION PER TRACT No. 6475 UNIT 1, M. BK. 54, PG. 42 OCITY OF BAKERSFIELD STREET RIGHT-OF-WAY DEDICATION PER DOC. No. 0199037002 O.R.. O10' WIDE PUBLIC UTILITY EASEMENT PER TRACT No. 6475 - UNIT 5, M. BK. 55, PG. 87 O10' WIDE BUSCH INDUSTRIAL PRODUCTS PIPEUNE EASEMENT PER BK. 5628, PG. 1496 O.R. O30' WIDE CITY OF BAKERSFIELD SEWER EASEMENT PER BK. 4306, PG. 300 O.R. O30' WIDE COUNTY OF KERN PUBLIC ROAD BY ORDER OF THE BOARD OF SUPERVISORS IN VOL 5, PG. 579 OF MINUTES OCITY OF BAKERSFIELD PUBLIC ROAD EASEMENT PER BK. 5998, PG. 2098 & BK. 6027, PG. 399 BOTH O.R. O9' WIDE PUBLIC UTIUTY EASEMENT PER BK. 6642, PG. 317 O.R. 9 10' RADIUS NONBUILDABLE AREA PER RESTRICTIVE COVENANT PER .DOC. No. 0206134654 O.R. A ADDITIONAL RIGHT-OF-WAY DEDICATED PER DOC. N0. 219001632, O.R. gOFLOWAGE AND DRAINAGE DEDICATED PER DOC. NO. 219007543, O.R. STORM DRAIN NOTES (CONTA CONSTRUCTION PLANS FOR REVISED P.C.D. NO. 151111=0133 P.M. 12173 6200 PANAMA LANE BAKERSFIELD, CA 93313 3. REINFORCED CONCRETE PIPE WITH PVC UNING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: L.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C'. RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 P9 FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE NTH THE FOLLOWING PARAGRAPHS. PIPE SHALL. BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN NTH A CONTAINED 0 -RING GASKET. PVC UNER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' OF THE PIPE. ALL WORK FOR AND IN CONNECTION V41H THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY NTH .ALL APPUCABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.8. PHYSICAL PROPERTIES OF LINER. ALLOPLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 7TF t5 (25'C t3 ). PROPERTY INITIAL_ (PAR LC) TENSILE STRENGTH (20MPSI MIN) 2100 SIIAMIN. ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 f5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE tt5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM UNER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - BO' F(21' - 27- C) INCLUSIVE. ALL PLASTIC UNER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY. AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, NTOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF UNER_* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C t3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.6) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. AREA KEY MAP 1" = 200' 2 DENOTES SHEET NUMBER VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTiL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBUC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS SHALL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE TO THE CITY ENGINEER. rj6a(� /-Z¢(-/? APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE MONUMENT LEGEND: AQ ED. 2" I.P. W/HUB & TAG LS 4383 PER TRACT No. 6475 UNIT 3, M. BK. 54, PG. 47 © FD. 2" I.P. W/HUB & TAG LS 4383 PER PER TRACT No. 6475 -UNIT 1, M. BK. 54, PG. 42 © FOUND 6" CONC. MON. W/B.C. MKD. LS LS 7573 IN L.H. PER TRACT No. 6166 - PHASE 1, M. BK. 49, PG. 197 FD. CONIC. MON. IN L.H. W/B.C. MKD. LS 4383 PER TRACT No. 6475 -UNIT 1, M. BK. 54, PG. 42 FD. C.O.B. CONC. MON, IN LH. MKD. REPL. 4-11-97 FOR S.W. COR. SEC. 22, 30/27 PER R/S BK. 23, PG. 56 FOUND C.O.B. CONC. MON. IN L.H. MKD. 4-16-97 PER CITY SURVEYOR FIELD BOOK 140 PGS. 54-62 © ED. CONC. MON. IN L.H. W/B.C. MKD. LS 4383 PER TRACT No. 6475 -UNIT 5, M. BK. 55, PG. 87 FD. 2" I.P. W/HUB & TAG LS 4383 PER TRACT No. 6475 UNIT 4, M. BK. 55, PG. 85 Q CONIC. MON. W/ BRASS CAP MARKED L.S. 7573 IN ENCASEMENT PER TR. 6166, PHASE 1, M.B. 49, PG. 198 REVIEWED: z4z-- �- 2/Y//1? TRAFFIC ENGINEERING DATE REVIEWED: `�+ - �s Ulu_ Z-4-7% ,%,hB ASSISTANT PUBLIC WORKS DIRECTOR DATE STUART PATTESON, RCE 44898 REVIEWED: 2--�-s-lam^ 2I kI !,, PUBLIC WORKS DIRECTOR DATE NICOLAS FIDLER, RCE 61069 LIJI VF MAiGRIF1LJ ITEM FOR ONSITE: c N .a _ 1,��t�tfia�11'� r r t� � r- cr/ �11m A.C. PAVING TONS 319 85 404 2. CLASS II AGO. BASE CUYD 438 39 �� Tm 3. SUBGRADE PREPARATION CUYD 227 60 287 4. �i LF 68 161 129 5. 6 CURB ONLY. LF 305 324 629 6. CONCRETE PAVING SQFT 4124 3536 7660 7. CROSS GUTTER SQFT 722 722 8. SIDEWALK SQFT 1043 2005 3048 9. HANDICAP RAMPS EA VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTiL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBUC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS SHALL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE TO THE CITY ENGINEER. rj6a(� /-Z¢(-/? APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE MONUMENT LEGEND: AQ ED. 2" I.P. W/HUB & TAG LS 4383 PER TRACT No. 6475 UNIT 3, M. BK. 54, PG. 47 © FD. 2" I.P. W/HUB & TAG LS 4383 PER PER TRACT No. 6475 -UNIT 1, M. BK. 54, PG. 42 © FOUND 6" CONC. MON. W/B.C. MKD. LS LS 7573 IN L.H. PER TRACT No. 6166 - PHASE 1, M. BK. 49, PG. 197 FD. CONIC. MON. IN L.H. W/B.C. MKD. LS 4383 PER TRACT No. 6475 -UNIT 1, M. BK. 54, PG. 42 FD. C.O.B. CONC. MON, IN LH. MKD. REPL. 4-11-97 FOR S.W. COR. SEC. 22, 30/27 PER R/S BK. 23, PG. 56 FOUND C.O.B. CONC. MON. IN L.H. MKD. 4-16-97 PER CITY SURVEYOR FIELD BOOK 140 PGS. 54-62 © ED. CONC. MON. IN L.H. W/B.C. MKD. LS 4383 PER TRACT No. 6475 -UNIT 5, M. BK. 55, PG. 87 FD. 2" I.P. W/HUB & TAG LS 4383 PER TRACT No. 6475 UNIT 4, M. BK. 55, PG. 85 Q CONIC. MON. W/ BRASS CAP MARKED L.S. 7573 IN ENCASEMENT PER TR. 6166, PHASE 1, M.B. 49, PG. 198 REVIEWED: z4z-- �- 2/Y//1? TRAFFIC ENGINEERING DATE REVIEWED: `�+ - �s Ulu_ Z-4-7% ,%,hB ASSISTANT PUBLIC WORKS DIRECTOR DATE STUART PATTESON, RCE 44898 REVIEWED: 2--�-s-lam^ 2I kI !,, PUBLIC WORKS DIRECTOR DATE NICOLAS FIDLER, RCE 61069 LIJI VF MAiGRIF1LJ ITEM FOR ONSITE: UNIT ASHE ROAD PANAMA LANE p 1. A.C. PAVING TONS 319 85 404 VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTiL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBUC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS SHALL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE TO THE CITY ENGINEER. rj6a(� /-Z¢(-/? APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE MONUMENT LEGEND: AQ ED. 2" I.P. W/HUB & TAG LS 4383 PER TRACT No. 6475 UNIT 3, M. BK. 54, PG. 47 © FD. 2" I.P. W/HUB & TAG LS 4383 PER PER TRACT No. 6475 -UNIT 1, M. BK. 54, PG. 42 © FOUND 6" CONC. MON. W/B.C. MKD. LS LS 7573 IN L.H. PER TRACT No. 6166 - PHASE 1, M. BK. 49, PG. 197 FD. CONIC. MON. IN L.H. W/B.C. MKD. LS 4383 PER TRACT No. 6475 -UNIT 1, M. BK. 54, PG. 42 FD. C.O.B. CONC. MON, IN LH. MKD. REPL. 4-11-97 FOR S.W. COR. SEC. 22, 30/27 PER R/S BK. 23, PG. 56 FOUND C.O.B. CONC. MON. IN L.H. MKD. 4-16-97 PER CITY SURVEYOR FIELD BOOK 140 PGS. 54-62 © ED. CONC. MON. IN L.H. W/B.C. MKD. LS 4383 PER TRACT No. 6475 -UNIT 5, M. BK. 55, PG. 87 FD. 2" I.P. W/HUB & TAG LS 4383 PER TRACT No. 6475 UNIT 4, M. BK. 55, PG. 85 Q CONIC. MON. W/ BRASS CAP MARKED L.S. 7573 IN ENCASEMENT PER TR. 6166, PHASE 1, M.B. 49, PG. 198 REVIEWED: z4z-- �- 2/Y//1? TRAFFIC ENGINEERING DATE REVIEWED: `�+ - �s Ulu_ Z-4-7% ,%,hB ASSISTANT PUBLIC WORKS DIRECTOR DATE STUART PATTESON, RCE 44898 REVIEWED: 2--�-s-lam^ 2I kI !,, PUBLIC WORKS DIRECTOR DATE NICOLAS FIDLER, RCE 61069 e Know whaPs below. Call before you dig. U LIJI VF MAiGRIF1LJ ITEM FOR ONSITE: UNIT ASHE ROAD PANAMA LANE TOTAL 1. A.C. PAVING TONS 319 85 404 2. CLASS II AGO. BASE CUYD 438 39 477 3. SUBGRADE PREPARATION CUYD 227 60 287 4. CURB AND GUTTER LF 68 161 129 5. 6 CURB ONLY. LF 305 324 629 6. CONCRETE PAVING SQFT 4124 3536 7660 7. CROSS GUTTER SQFT 722 722 8. SIDEWALK SQFT 1043 2005 3048 9. HANDICAP RAMPS EA 4 1 4 8 10. MEDIAN CURB LF 495 495 11. SAWCUT LF 1525 529 2054 12. PAVEMENT REMOVAL SQFT 3644 1357 5001 13. STRIPING DETAIL 38 LF 400 178 576 14. STRIPING DETAIL 39 LF 100 178 278 15. 24 STORM DRAIN LINE LF 197 - 197 i6. STORM DRAIN MANHOLE EA 2 - 17. STORM DRAIN POINT OF CONNECTION EA 2 - 2 18. STREET CL LENGTH ARTERIAL LF 842 817 1659 e Know whaPs below. Call before you dig. U n i I r III i 'I; '' �I 'l`^-_ r �- -s'T- ice- c - -ri^ _.-�jT---�ilz- - _ _ _'�"�'• _�_--z _. - i _'- -- �. om ^o J¢a ci-= ji u.Hi vQ o U W U I R M U 0 1- OMi O w`2 U OOi �t I I > o ua+ < ^µ. (E) MEDIAN a �? 1 �°' < I z n o CURB TO N zzx" ��w' Q+ I a 1 REMAIN II TODIANC �L REMAIN I I ASHE ROAD =_� �� I ,Z o -� p 'I 5 (E) MEDIAN CURB mmg m • m v N ___ __ 1 1 E I C k� -I_ 1-7 _ _-�L11+i W _ _ _ 12+00 L2 13+00 I _ _ _ I L3 15+00 I _ _- I I' Y ,y591 10� I 1 ' VIII -----s- ----- - & - - C� �- - - --S -- - - - I � mg �_ it 4 �` 1-� ��'I�PT DA7ATN0�2 -i� J O4�- .._..._.) I _ . _ .. _ - .1r rI _ 2 _ ___A.P.AWC_T LINE A.P.SACUT LINE TA. 13+0903, C.L 50.24RT ------ aa (_SEE TAPER(N) FLOWLINE F . 7C.L RLA.P. SAWCUT NE (N) F.L. 4 STA 14+13.73, C.L. 53.75RT_ Soo A 7 1 (E) R/W � I -r�__ z I-' `- I I I I .rsy.rF�•L J. _. .__ - __ .."' - - __ f A TRUCK RCU 'r _`.�. �. 3 I � :�.. �x'� x _- .: s - - __ x • Ld Jw ----------- tiii cio r�' 1- ! 1= rl' - I SEE GRADING PLAN FOR N N l 1 w N rn m w m I I I c o 4 W 4 m m m �� SEE GRADING PLAN FOR I 7 + mm 1- m ONSITE IMPROVEMENT I 4 4 .r ! 6 4 zo ++ +w z m m m m ,n m 1;an ao USS ONSITE IMPROVEMENT) mx CIE QI-a(�J 4owy-4, a0�Mm1 jj ix UlZW UItilUNvnva e6 Mm m U¢w .8PANAMA LANE OI Of Zmm hM ISM inn rM ��R MM QWOF-O,M �m �e.t0 SEE SHEET 3 m �m rna CURVE TABLE LINE TABLE LINE BEARING LENGTH L1 N00'48'56"E 85.51' L2 N00'48'56"E 261.70' L3 N00'48'56"E 220.00' L4 N00'48'56"E 265.00' L5 N00'48'S6"E 28.41' CURVE TABLE LINE TABLE LINE BEARING I LENGTH U5 N00'48'56"E 90.00' L7 N00'46'56"E 99.88' 1-8 N00'48'56'E 23.94' L9 N05'57'40"E 51.54' LID N06'03'01'E 51.96' CURVE TABLE NO. LENGTH I RADIUS TANGENT DELTA Qi 7.43' 2.50' 29.40' 170'16'41" 0 6.29' 2.00' - 180'9'31" ( 31.13' 20.00' 19.72' 89.11'04" ® 31.28' 20.00' 19.87' 891 5� 31.52' 20.00' 20.11' 90'18'02" © 31.43' 20.00' 20.02' 90'03'09" (E) TV CABLE BOX o� g++ gwae m� o¢o(>"+ azm z++ O N_NWM_M_ +� } 16 +j M_� MW C< OQU CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. ® CONSTRUCT MODIFIED V -GUTTER PER STREET SECTION. 56.98RT. Ld1MM NEW TG TOP OF GRATE BACK OF WALK 0 X OVER -EXCAVATION / z4Q m¢w UFU (.J STANDARD DETAIL ST -1. REMOVE E MEDIAN CURB, ( ) ti V O tiff REPLACE GREEN LANDSCAPE WITH LIKE -KIND HAR SCAP . D E V FI- EP TC F(J la. ZHr ¢Ulm zl¢-I¢-U�tJ z m Li <m Wm� Wa.�fU�mm 0 REMOVE (E) SIGNAGE/TRAFFIC SIGN. ® (E) 2" IRON PIPE MONUMENT TO BE REPLACED WITH CONCRETE 19 (E) CURB &GUTTER AND �3 ----__-_-� PROPERTY UNE / RIGHT-OF-WAY I ® ASHE ROAD I, M FL CL FLOWLINE G.B. GRADE BREAK CENTERLINE FINISH GRADE (STREET IMPROVEMENT) ® SAWCUT (E) E.P. 2' BACK ON MEDIAN CURB, 1' BACK MONUMENT -SEE LEGEND SCHEDULE NAIL AND TAG MARKED LS. 4383 AFTER CONSTRUCTION. (STA. 10+00.00 C.L. TO STA. 18+60.62 C.L.) ------------------ SAW CUT ON SHEET 1 ON GUTTER PAN OR AS DIRECTED BY ENGINEER. © SCALE: 1" = 30' HORIZONTAL 356 ME MATCH EXISTING SCO SEWER CLEANDUT A 1-------- 1" = 3' VERTICAL REMOVED (E) CURB & GUTTER, MEANDERING AND/OR I; aiDNRISE CREST I 1 'SIR T > ----- f r r�0.'JB `l J m in O -- -7. ¢ D_ "' '-�6 •arc__ F O , w o Q ff=Z Z GJ IZ UUI ? 0� M r� d• O /%'- _ ` i -l -.D _ W(1' -dam .�. - N 00. M I ,F NW VUgU J � ZU3 i N A V N I W b U ¢ M VZ U K V S Z (j m U 7 h vZ O U +m + m + 0 1° ¢ ai UO `K fw W OT O M I Z m gTOF�o �v¢m c 8 m m W N SEE TAPER z WN WUN I C�'NZ z z m o� per+ z+ w+ ym 1. 16+00 x_ 8 _--r m 00 �_ DA;AN0.3 4-7 1 C zo a 2 16 7+-__ 03 vl- --�_ a-. >LS... Wm� I z a- Icm w, 3.f77C 4 - 1'r 8. _1-4 ___ 1 JL J-VJ4 6Q3_z___ - 3 ,�� 18+00 00-4867E 17F _K4 x� 4'�- .. � }� 2 A.P.-SAWCUT LINE - - �__ STA. 16+07.42, C.L 11.03RT. 4 -�8.5 ---Nb0'48'S6' - -3 RN T5Ss3" T `� (E) MEDIAN CURB .____ _____ ___I________._.__q P-SAWCUT LINE 1 �� 0 0 �� o ��®D TO REMAIN L . _._ ___i_ _ _._ INE .. ___.__ __.__ g STA. 16+07.74, C.L. 45.89H L 1 f.. - - -^-__ - "- "----- C.L 57.51RT� 3 1 i I m 117.2' 5'j 8 SWR C I _- _� � ..F a<_. �.r" 1`%� /r �'.t 0 SP GR FDUIRO ,�';,I - ,- .�, ,r.-- " ozm ONSITE IMPROVEMENT m'v� 10' TO'.I ---- -- -------------------------_ I CONNECT (N) 1'4' GRAN TO m�� TVM ONSITE+ DR6.6 zM w m 1; STA. 17+18.30, C.L.L 66.62RT. e m I ¢ 1 � -"03O mOmM vl I Z� II jg O m N -.. I a .. G as roro� II r 11 I It MM"�IM v: N �v 3I Nm m W m z ¢ <���> I w IA m o m z� Nm� �,a\� B 151tv1 owwww d _ZZZZ � �\ _Ij jj OF-Jj U' .7!I •Jj wL Uti Z1W Uti JOV. CiLL �,\K Uw V - em onmz'm ,.Niro rcop'oo N O¢mI coo. ir ,Oo ` 1 m- . k 368 M ----�� -- -r- - I a 366{- 1_Mrc �J 1• w,n Y y 364 - w- +---------- ----- - --- z ¢ 2y ZWj OK > I J o¢I-41 w o41 OFw o .yw wm rn I z 4 z m rn Fv Jmo(o m xw w w V (Ti US w o Gi ¢ z+ m 4 z z 6 Qm V M J m m x ,ri ro - 362ON M - - aM- -mow+ I -- m m oo� To�� ¢ ___ ----- �.._--- --_ a(�il__I_---' l ��- �N ¢m ! zw�vtAPPROXIMATE FINISH€0 zmzm�++ I•+ m+ ¢ Uz+ZNV o+ Fo` o ¢ - GRAD.U�. ®CENTERUI�E z z w �_o _ _ Z 360 - -- _ _ L (E) CURB GUTTER 5- _ S=-0 T ___ _ --- wm w wm m wo m AIJUST TOP )� MANOHOLE ADJUST TOP OF M(� ON HOLE ___ tS=0.51%�-a3 mS N I �- --- - - m - - TbFINISH GRAdE _- _-_ _ TO FlNI GRADE -'--_-_-�__ 1 _!-_-._-' _r_- 1 2S7a__I ___-+ TO REMAIN �. ! S-'-0.44% 0.62% 358 - _-ox -- 1 RRDPOSED EAST - _ _ - - _�-___-____ =_051 - 1 _ --r- FLOWLINE t5--0 47% I S-2.96% - _ ____ I _ � j PRO�OSED EAST � � E CUR & GUTTER � � -+---- 356 ----- - l -- --- -- - -� + - - O �- - -t---------- 11111 - -- -I.--.--- �- --- --t01WJN�-- � --_-� 'I i --_ �NDiWALf�T6B I I t I . CCUTTER I 354 10+00 11+00 12+00 13+00 14+00 15+00 16+00 1 j STREET CONSTRUCTION NOTES 360 360 352------- LEGEND 52 E--------'-�- �- LEGEND AND ABBREVAATIONS (E) TV CABLE BOX `-'-_..---- _."-- 54.23RT. 10+99.94 54.31RT. G (E) EXISTING TP TOP OF PAVEMENT 16 PROPOSED 6" CURB ONLY Oj CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. ® CONSTRUCT MODIFIED V -GUTTER PER STREET SECTION. 56.98RT. (N) 8 /W NEW TG TOP OF GRATE BACK OF WALK 0 X OVER -EXCAVATION / ® PROPOSED 6" CURB & GUTTER/ ROLL CURB -SEE PLAN 2 O STANDARD DETAIL ST -1. REMOVE E MEDIAN CURB, ( ) PORTION OF MEANDERING REPLACE GREEN LANDSCAPE WITH LIKE -KIND HAR SCAP . D E 356 EP TC EDGE OF PAVEMENT FF FINISH FLOOR TOP OF CURB FC FINISH CONCRETE - - - - - - - CENTERLINE OF STREET 0 REMOVE (E) SIGNAGE/TRAFFIC SIGN. ® (E) 2" IRON PIPE MONUMENT TO BE REPLACED WITH CONCRETE 19 (E) CURB &GUTTER AND SIDEWALK TO REMAIN. ----__-_-� PROPERTY UNE / RIGHT-OF-WAY I ® REMOVE AND REPLACE (E) CURB RETURN AND ADA RAMP. FL CL FLOWLINE G.B. GRADE BREAK CENTERLINE FINISH GRADE PROPOSED GRADE BREAK ® SAWCUT (E) E.P. 2' BACK ON MEDIAN CURB, 1' BACK MONUMENT -SEE LEGEND SCHEDULE NAIL AND TAG MARKED LS. 4383 AFTER CONSTRUCTION. FG ELEV/EL ELEVATION FP FINISH PAVEMENT ------------------ SAW CUT ON SHEET 1 ON GUTTER PAN OR AS DIRECTED BY ENGINEER. © PANAMA LANE PAVEMENT: PAN0.45' 356 ME MATCH EXISTING SCO SEWER CLEANDUT A 1-------- O REMOVED (E) CURB & GUTTER, MEANDERING AND/OR A.C. OVER 0.45' AGG. BASE OVER 1.60' COMPACTED L.S. LANDSCAPING AREA SWR SEWER ex PROPOSED FIRE WATER LINE 8/18/2005 REGULAR SIDEWALK. ® O.G. TO 95% RELATIVE DENSITY. �- RELOCATED (E) STREET UGHT SEE SEP. PLANS. DWR DOMESTIC WATER W PROPOSED DOMESTIC WATER LINE 6 O CONSTRUCT (N) TYPE "M" MEDIAN CURB PER C.O.B. ' CONCRETE PAVEMENT: 14" DRAIN -- FC FINISH CONCRETE FWR FIRE WATER �neo� PROPOSED STORM DRAIN LINE STANDARD DETAIL ST -2 (PROPOSED). f 0.50' CL. 3. CONIC., OVER 0.50' AGG. BASE OVER 1.50' COMPACT 354 SD XFL STORM DRAIN (E) FLOWLINE S/W SIDEWALK $ PROPOSED SEWER LINE O7 CONSTRUCT P C.D.B.- COMBINATION SIDEWALK PERO.G. zgaow TO 95% RELATIVE DENSITY. O XTP (E) TOP OF PAVEMENT INV. .INVERT u___--_--_ ET ON SHEET 5. STANDARD DETAIL. ®9 EXPAND SIDEWALK TO MAINTAIN CLEARANCE FOR UTILITY POLE. XFC R/W RIGHT-OF-WAY (E) FlNSIHED CONIC. PROJECT BOUNDARY ® ENT:ST- ASHE ROAD PAVEMENT: _N XEP W/W WALKWAY------------------------_ (E) EDGE OF PAVEMENT O.G. ORIGINAL GROUND - - ---- - -.-- --- (E) CURD AND GUTTER 0.45' A.C. OVER 1.35' AGG. BASE OVER 0.70' COMPACTED ® (E) OVERHEAD UTILITY LINE AND VAULTS TO BE RELOCATED 3552 M.H. MANHOLE TE TRASH ENCLOSURE -- p------ (E) STORM DRAIN LINE O.G. TO 95% RELATIVE DENSITY, W BY OTHERS. ADJUST TOP OF U1ILITY VAULTS TO FINSIHED XG (E) GROUND XFC TOP OF CURHED PAD s (E) SEWER LINE O9 (E) UTILTIY POLE TO BE RELOCATED BY OTHERS. I_ GRADE IF NEEDED. 31 RELOCATE TRAFFIC SPEED LIMIT SIGN ON STREET LIGHT 1 Fl PROPOSED GRADE ELEV. -- -- -- °' - (E) DOMESTIC WATER LINE 10 CONSTRUCT ADA RAMP PER CALTRANS LATEST REVISED STD. "A" "1" i I CA TO NEW LOCATION WITH OWN POST PER G.O.B. STANDARD. 350 �p6561 1�J0 Et EXIST. GRADE ELEV. - -- c- (E) GAS UNE UTI PLAN A88A CASE -SEE DETAIL ON SHEET 5. 1I _ 0.15%-- 0.315X DIRECTION AND PERCENT OF SLOPE _-___- (E) JOINT UTILITY LINE it OFFSITE BOUNDARY OF A.C. PAVEMENT. CONSTRUCT 6" CURB PER DETAIL 2 ON SHEET 5. FOR DRAINAGE O (E) SURVEY MONUMENT AS DESCRIBED E. (E) ELECTRICAL LINE RELOCATE (E) TRAFFIC SIGN. ® NOT. USED. 348 �- (E) TRAFFIC SIGN -Fc-- (E) FIBER OPTIC UNE ® INTERSECTION TO BE SIGNALIZED -SEE SEPARATE TRAFFIC ® (N) STORM DRAIN MH r (E) TELEPHONE LINE 13 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. SIGNAL PLANS. RI -1 (N) STOP SIGN -SEE ONSITE SEE ALSO STANDARD NOTE NO. 25 ON SHEET 1. ® MONUMENT SIGN -SEE ARCHITECTURAL PLANS. 346 GRADING PLAN. -- - - or (E) OVERHEAD LINE 14 (E) STREET LIGHT TO BE RELOCATED BY OTHERS (E) SEWER MANHOLE - - - - - - - - - (E) EDGE OF PAVEMENT OC (E) SEWER CLEAN. OUT ,_..-..._...�__�.-_�-�_ /FT RARRFR WiRF FFNCF 15 (E) TRAFFIC SIGN TO REMAIN. TAPER DATA N0. 1 TAPER DATA NO. 2 TAPER DATA NO. 3 L) (E) TV CABLE BOX `-'-_..---- _."-- 54.23RT. 10+99.94 54.31RT. G EXISTING WATER VALVE --- u- (E) JOINT UTILITY TRENCH 16 REMOVE (E) LANDSCAPE 55.45RT. 11+19.94 EXISTING FIRE HYDRANT ------_----- OVEREX UNE 56.98RT. ADA ENTRANCE SIGN -SEE ONSITE GRADING PLAN, ® PROPOSED GRATE INLET PIPE SIZE 64.01RT. PORTION OF MEANDERING SIDEWALK TO BE REMOVED AND Oj SEE EASEMENT LEGEND SCHEDULE 8"S SW'R=SEWER DW=DOMESTIC WATER ie REPLACED AS NECESSARY. 65.23RT. ON SHEET 1 DRN=DRAIN FW=FIRE WATER G=GAS 19 (E) CURB &GUTTER AND SIDEWALK TO REMAIN. ® ITEM OF WORK - SEE SCHEDULE I ® REMOVE AND REPLACE (E) CURB RETURN AND ADA RAMP. QA MONUMENT -SEE LEGEND SCHEDULE SECTION DESIGNATION' ON SHEET 1 SECTION LETTER 21 NOT USED. ® ARCO WESTERN ENERGY "KCY" A 1-------- 18X-22 (PLUGGED) RE -ABANDONED ® (N) STORM DRAIN SYSTEM -SEE ONSITE UTILITY PLAN. 8/18/2005 SHEET WHERE SECTION IS SHOWN ® (E) STREET LIGHT TO REMAIN. �- RELOCATED (E) STREET UGHT NSITE CE STATION GE OFFSET 10+94.94 54.23RT. 10+99.94 54.31RT. 11+04.94 54.54RT. 11+09.94 54.92RT. 11+14.94 55.45RT. 11+19.94 56.14RT. 11+24.94 56.98RT. 11+54.94 62.48RT. 11+59.94 63.32RT. 11+64.94 64.01RT. 11+69.94 64.54RT. 11+74.94 64.92RT, 11+79.94 65.15RT. 11+84.94 65.23RT. CL STATION fT OFFSET 12+94.34 12.96RT. 12+99.34 12.88RL 13+04.34 12.62RT. 13+09.34 12.201 13+14.34 11.62RT. 13+19.34 10.86RT. 13+24.34 9.94RT. 13+54.34 3.89RT. 13+59.34 296RT. 13+64.34 2.21 RT. 13+69.34 1.62RT. 13+74.34 1.20RT. 13+79.34 0.95RT_ 13+84.34 0.86RT. � STATION CL OFFSET 17+51.69 3.00RT. 17+56.69 2.94RT. 17+61.69 2.73RT. 17+66.69 2.38RT 17+71.69 IAORT. 17+76.69 t27RT. 17+81.69 O5ORT. 18+11.69 4.50LT. 18+16.69 5.25LT, 18+21.69 5.88LT. 18+26.69 6.36LT. 18+31.69 6.711-7. 18+36.69 6.92LT. 18+41.69 7.00LT. 344 342 340 - I ADJU,IST TOP OF ! MAN OLE TO ONSITE RAIN ONSITE CHRIS BOX INLET FlNI H GRADE E _- } .. _MANN i I I I _ _ INV. N) V� i 24 DRAIN) NSITE ' 14" DRAIN -- I I --- Imo_ 9- SEWER 1; f I m`1' zgaow z O 13 'bm Ui+Mlm N ZNW _N -¢' o- n y w -� ^ W ^-c1-w o �wJ jzu�d� o I_ INSTALL 41.63ILF SE' ONSITE i I OF 24 RGJ- CP UTI TY PLAN 1I _ 0.15%-- ' TY --1- ' 358 3501 - - INV. (N)I 24" DRAIN 356 348 I I I i 354 z -- T ---i i g I 352 344- +> 350 342 N z - NSTALL 155.63 LF OF 24" GJ -RCP 9 Lim 348 II I 346 338 - I - - -- - --- 17+00 18+00 344 342 340 ou AA_ SECTION "AA" y SCALE: 1"=30' HORIZONTAL Know what's below. 1"=3' VERTICAL Call before you dig. C -- 368 I 366 364 362 - 360 I --AI 358 _ 356 354 II ------ �I 352 350 I 348 I 3-- --I 346 I w 344 a I v 342 340 I I - - - -1 338 19+00 368 366 364 362 360 358 356 354 ASHE ROAD SEE SHEET 2 -CH wm oo z0¢¢ m ---------------- I s SEE GRADING PLAN FOR ? n 1\ ONSITE IMPROVEMENT 1 `h ------------- I 8 � l- -_ I 7 I � I q Ii m d W NN 1 C b 115 n� nm um w in m owii'^>-- V L__________n ��t �SONSTEDMPRdVEMENOR W N �i 9X JJIIIoV '�LL itiw S ADING ULAN FOR I F n cow 1 ,p VLL IUti 1 __ a -- mm � � �m /-mm �� 1 �� ++ -ONSITE IMPR V�EMENT rc SCJ i wG � `I¢ -m MN /\ Z� +�++ S OOf N _____ J i_ d�V w mm l -I-- + 1 't 2 :ISS ic. ++ I oti cd <¢ < i 1\ 1 o Fn �c�al �.q J ad CLEC P1Ns. z�,�x -_ mm mm w w.n I -' Mo�; �'¢'E- m ssa,' aadm L5,-, YF 360.3 A -- 1 0 --- - ---------------� mvltn 14 '''CN\ PO..- oo� ¢¢ v '�%$ \\ � - V++ i `ti 1 7 1 z 1 Z -Z -m mrnN s ' z"zx > ,..... _" www mRte$ N __ W F1- _ VI 1 -a -(E) R/W _ i_ I1 a _. - __ -__"'t / �CtY 'o t U z s (E) MEDIAN CURB 7mE, PANAMA LANE KERN 0IL PIPE!AUE --------------------------------------------------------- PANAMA LANE (STREET IMPROVEMENT) (STA. 10+00.00C.L. TO STA. 18+46.31 C.L.) SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL J®� EXISTING FIRE HYDRANT - 8 s�= 12� ADA ENTRANCE SIGN -SEE ONSITE GRADING PLAN, _ SEE TAPER; --ATA ------- - PROPOSED GRATE INLETl- PIPE SIZE J PORTION OF MEANDERING SIDEWALK TO BE REMOVED AND ce --------------------- -- ---------- KERN 01 PIPE'JhE' L4 REPLACED AS NECESSARY. 104.69' ON SHEET 1 DRN=DRAIN FW=FIRE WATER 19 (E) CURB & GUTTER AND SIDEWALK TO REMAIN. ® ITEM OF WORK - SEE SCHEDULE G=GAS ® REMOVE AND REPLACE (E) CURB RETURN AND ADA RAMP. QA MONUMENT -SEE LEGEND SCHEDULE SECTION DESIGNATION: ® fj ------------ -----------77+00 J J SECTION LETTER o JJ > 16+00 RO UGG F ® B.C. STA. 17+20.03. STA. 18+16.71, C -L. 44.82LT. F I w --N IERSECTION ' 18+46,31, C.L. I °' 10+00 11+00 12+00 13+00 STREET CONSTRUCTION NOTES: 14+00 15+00 LEGEND AND ABBREVIATIONS O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. ®REPLACE GREEN LANDSCAPE WITH LIKE -KIND HARDSCAPE. (E) EXISTING TP TOP OF PAVEMENT PROPOSED 6" CURB ONLY STANDARD DETAIL ST -1. (N) NEW TO TOP OF GRATE PROPOSED 6" CURB d GUTTER/ O REMOVE (E) MEDIAN CURB. ® (E) 2" IRON PIPE MONUMENT TO BE REPLACED WTH CONCRETE m I B/W BACK OF WALK 0/X OVER -EXCAVATION ROLL CURB -SEE PLAN NAIL AND TAG MARKED L.S. 4383 AFTER CONSTRUCTION. bl EP EDGE OF PAVEMENT FF FINISH FLOOR - - - - - - - CENTERUNE OF STREET O REMOVE (E) SIGNAGE/TRAFFIC SIGN. TC TOP OF CURB FC FINISH CONCRETE -_____--__ PROPERTY UNE / RIGHT-OF-WAY O SAWCUT (E) E.P. 2' BACK ON MEDIAN CURB, i' BACK ® PANAMA LANE PAVEMENT: FL FLOWUNE G.B. GRADE BREAK ________________________ 4 TTS 0.45' A.C. OVER 0.45' AGG. BASE OVER 1.60' COMPACTED PROPOSED GRADE BREAK ON GU R PAN OR AS DIRECTED BY ENGINEER - CL CENTERLINE FG FINISH GRADE O.G. TO 95% RELATIVE DENSITY. ELEV/EL ELEVATION FP FINISH PAVEMENT ----------------'--'--- SAW CUT O REMOVED (E) CURB &GUTTER, MEANDERING AND/OR ME MATCH EXISTING SCO SEWER CLEANOUT REGULAR SIDEWALK. ® CONCRETE PAVEMENT: ONSITE L& LANDSCAPING AREA PROPOSED FIRE WATER LINE 0.50 CL 3 CONC., OVER 0.50' AGG. BASE OVER 1.50' COMPACT IMPRovFMENi_ SWR SEWER © CONSTRUCT N) TYPE "M° MEDIAN CURB PER C.O.B. -- - -- SEE SEP. PLANS. w PROPOSED DOMESTIC WATER LINE O.G. TO 957 RELATIVE DENSITY. DWR DOMESTIC WATER STANDARD DETAIL ST -2 (PROPOSED). FC FINISH CONCRETE FWR FIRE WATER + PROPOSED STORM DRAIN LINE CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. ® EXPAND SIDEWALK TO MAINTAIN CLEARANCE FOR UTILITY POLE. SO STORM DRAIN S/W SIDEWALK s PROPOSED SEWER LINEO STANDARD DETAIL ST -5 ON SHEET 5. XFL (E) FLOWUNE INV. INVERT ® (E) OVERHEAD UTILITY LINE AND VAULTS TO BE RELOCATED XTP (E) TOP OF PAVEMENT R/W RIGHT-OF-WAY ------ PROJECT BOUNDARY ® ASHE ROAD PAVEMENT: BY OTHERS. ADJUST TOP OF UTILITY VAULTS TO FINSIHED XFC (E) BNSIHED CONC. W/W WALKWAY ------------------------__0.45' A.C. OVER 1.35' AGG. BASE OVER 0.70' COMPACTED GRADE IF NEEDED. XEP (E) EDGE OF PAVEMENT O.G. ORIGINAL GROUND - -_ - ----------_---_ (E) CURB AND GUTTER O.G. TO 95% RELATIVE DENSITY. M.H. MANHOLE TE TRASH ENCLOSURE (E) STORM DRAIN ____ ___ c UNE 31 RELOCATE (E) TRAFFIC SPEED LIMIT SIGN ON STREET LIGHT XG (E) GROUND TOC TOP OF CURB 9O (E) UTILTIY POLE TO BE RELOCATED BY OTHERS. TO NEW LOCATION WITH OWN POST PER C.O.B. STANDARD. XFP (E) FINISHED PAD s (E) SEWER LINE CONSTRUCT ADA RAMP PER CALTRANS LATEST REVISED STD. CONSTRUCT 6" CURB PER DETAIL 2 ON SHEET 5. Ip6561 a PROPOSED GRADE ELEV. - -- -"'- - (E) DOMESTIC WATER LINE 10 106 30 Fl. EXIST. GRADE ELEV. ---- - c PLAN A88A CASE "A" -SEE DETAIL "7" ON SHEET 5. DIRECTION AND PERCENT OF SLOPE - (E) GAS UNE 11 OFTSITE BOUNDARY OF A.C. PAVEMENT. ® NOT USED. FOR DRAINAGE -- --- (E) JOINT UTIUIY LINE ® INTERSECTION TO BE SIGNALIZED - SEE SEPARATE TRAFFIC © (E) SURVEY MONUMENT AS DESCRIBED - - (E) ELECTRICAL LINE1© RELOCATE (E) TRAFFIC SIGN. SIGNAL PLANS. �-- (E) TRAFFIC SIGN---------ro- -- (E) FIBER OPTIC UNE 13 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. ® MONUMENT SIGN -SEE ARCHITECTURAL PLANS. 0 (N) STORM DRAIN MH (E) TELEPHONE LINE SEE ALSO STANDARD NOTE NO. 25 ON SHEET 1. RI -I (N) STOP SIGN -SEE ONSITE -� GRADING PLAN. -------- (E) OVERHEAD UNE 14 (E) STREET LIGHT TO BE RELOCATED BY OTHERS. © (E) SEWER MANHOLE _ _ _ _ _ _ _ _ _ _ O (E) SEWER CLEAN OUT (E) EDGE OF PAVEMENT15 (E) TRAFFIC SIGN TO REMAIN. U (E) TV CABLE BOX-''---0____°--""-�---�--" (E) BARBED WIRE FENCE 0 EXISTING WATER VALVE ---- - - - (E) JOINT UTILITY TRENCH 16 REMOVE (E) LANDSCAPE EXISTING FIRE HYDRANT ------------ OVEREX UNE 12� ADA ENTRANCE SIGN -SEE ONSITE GRADING PLAN, ® PROPOSED GRATE INLETl- PIPE SIZE 18 PORTION OF MEANDERING SIDEWALK TO BE REMOVED AND Oj , 8"S- UTILITY SWR=SEWER DW=DOMESTIC WATER L4 REPLACED AS NECESSARY. 104.69' ON SHEET 1 DRN=DRAIN FW=FIRE WATER 19 (E) CURB & GUTTER AND SIDEWALK TO REMAIN. ® ITEM OF WORK - SEE SCHEDULE G=GAS ® REMOVE AND REPLACE (E) CURB RETURN AND ADA RAMP. QA MONUMENT -SEE LEGEND SCHEDULE SECTION DESIGNATION: ® NOT USED. 02'37'00" ON SHEET 1 SECTION LETTER o !' NeS� . 4E) ® RO UGG A ® (N) STORM .DRAIN SYSTEM -SEE ONSITE UITUTY PLAN. 18X-22 (P D)ERGY RE -ABA RE -ABANDONED ------- 12' NIDE CROSS GUTTER ® (E) STREET LIGHT TO REMAIN. -e- RELOCATED (E) STREET LIGHT \ I KLq m M ULL W w t� w ��----- San W o c �q m rn�tLn MATE FINISHED F e ¢m J mmN Ewe GR DOXI® ENTE ¢ zzUN i� --- ._--- --- - N --- --- -------- --- ___--- - ---------- -- - ------ URB &DUTIES S=-022% -0'208 _______, _.tS=_020 S=-0.248 AM- ___-___ N TH FLOWLIN \,-PROPOSED =_ (E) CURD &GUTTER NORTH FL WUNEPROPOSED in - ��,� E) CURB &GUTTER _ m!h.� TO REMAIN ND SIDEWALK TO REMAIN V Mw a jJ 10+00 11+00 12+00 13+00 STREET CONSTRUCTION NOTES: 14+00 15+00 LEGEND AND ABBREVIATIONS O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. ®REPLACE GREEN LANDSCAPE WITH LIKE -KIND HARDSCAPE. (E) EXISTING TP TOP OF PAVEMENT PROPOSED 6" CURB ONLY STANDARD DETAIL ST -1. (N) NEW TO TOP OF GRATE PROPOSED 6" CURB d GUTTER/ O REMOVE (E) MEDIAN CURB. ® (E) 2" IRON PIPE MONUMENT TO BE REPLACED WTH CONCRETE m I B/W BACK OF WALK 0/X OVER -EXCAVATION ROLL CURB -SEE PLAN NAIL AND TAG MARKED L.S. 4383 AFTER CONSTRUCTION. bl EP EDGE OF PAVEMENT FF FINISH FLOOR - - - - - - - CENTERUNE OF STREET O REMOVE (E) SIGNAGE/TRAFFIC SIGN. TC TOP OF CURB FC FINISH CONCRETE -_____--__ PROPERTY UNE / RIGHT-OF-WAY O SAWCUT (E) E.P. 2' BACK ON MEDIAN CURB, i' BACK ® PANAMA LANE PAVEMENT: FL FLOWUNE G.B. GRADE BREAK ________________________ 4 TTS 0.45' A.C. OVER 0.45' AGG. BASE OVER 1.60' COMPACTED PROPOSED GRADE BREAK ON GU R PAN OR AS DIRECTED BY ENGINEER - CL CENTERLINE FG FINISH GRADE O.G. TO 95% RELATIVE DENSITY. ELEV/EL ELEVATION FP FINISH PAVEMENT ----------------'--'--- SAW CUT O REMOVED (E) CURB &GUTTER, MEANDERING AND/OR ME MATCH EXISTING SCO SEWER CLEANOUT REGULAR SIDEWALK. ® CONCRETE PAVEMENT: ONSITE L& LANDSCAPING AREA PROPOSED FIRE WATER LINE 0.50 CL 3 CONC., OVER 0.50' AGG. BASE OVER 1.50' COMPACT IMPRovFMENi_ SWR SEWER © CONSTRUCT N) TYPE "M° MEDIAN CURB PER C.O.B. -- - -- SEE SEP. PLANS. w PROPOSED DOMESTIC WATER LINE O.G. TO 957 RELATIVE DENSITY. DWR DOMESTIC WATER STANDARD DETAIL ST -2 (PROPOSED). FC FINISH CONCRETE FWR FIRE WATER + PROPOSED STORM DRAIN LINE CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. ® EXPAND SIDEWALK TO MAINTAIN CLEARANCE FOR UTILITY POLE. SO STORM DRAIN S/W SIDEWALK s PROPOSED SEWER LINEO STANDARD DETAIL ST -5 ON SHEET 5. XFL (E) FLOWUNE INV. INVERT ® (E) OVERHEAD UTILITY LINE AND VAULTS TO BE RELOCATED XTP (E) TOP OF PAVEMENT R/W RIGHT-OF-WAY ------ PROJECT BOUNDARY ® ASHE ROAD PAVEMENT: BY OTHERS. ADJUST TOP OF UTILITY VAULTS TO FINSIHED XFC (E) BNSIHED CONC. W/W WALKWAY ------------------------__0.45' A.C. OVER 1.35' AGG. BASE OVER 0.70' COMPACTED GRADE IF NEEDED. XEP (E) EDGE OF PAVEMENT O.G. ORIGINAL GROUND - -_ - ----------_---_ (E) CURB AND GUTTER O.G. TO 95% RELATIVE DENSITY. M.H. MANHOLE TE TRASH ENCLOSURE (E) STORM DRAIN ____ ___ c UNE 31 RELOCATE (E) TRAFFIC SPEED LIMIT SIGN ON STREET LIGHT XG (E) GROUND TOC TOP OF CURB 9O (E) UTILTIY POLE TO BE RELOCATED BY OTHERS. TO NEW LOCATION WITH OWN POST PER C.O.B. STANDARD. XFP (E) FINISHED PAD s (E) SEWER LINE CONSTRUCT ADA RAMP PER CALTRANS LATEST REVISED STD. CONSTRUCT 6" CURB PER DETAIL 2 ON SHEET 5. Ip6561 a PROPOSED GRADE ELEV. - -- -"'- - (E) DOMESTIC WATER LINE 10 106 30 Fl. EXIST. GRADE ELEV. ---- - c PLAN A88A CASE "A" -SEE DETAIL "7" ON SHEET 5. DIRECTION AND PERCENT OF SLOPE - (E) GAS UNE 11 OFTSITE BOUNDARY OF A.C. PAVEMENT. ® NOT USED. FOR DRAINAGE -- --- (E) JOINT UTIUIY LINE ® INTERSECTION TO BE SIGNALIZED - SEE SEPARATE TRAFFIC © (E) SURVEY MONUMENT AS DESCRIBED - - (E) ELECTRICAL LINE1© RELOCATE (E) TRAFFIC SIGN. SIGNAL PLANS. �-- (E) TRAFFIC SIGN---------ro- -- (E) FIBER OPTIC UNE 13 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. ® MONUMENT SIGN -SEE ARCHITECTURAL PLANS. 0 (N) STORM DRAIN MH (E) TELEPHONE LINE SEE ALSO STANDARD NOTE NO. 25 ON SHEET 1. RI -I (N) STOP SIGN -SEE ONSITE -� GRADING PLAN. -------- (E) OVERHEAD UNE 14 (E) STREET LIGHT TO BE RELOCATED BY OTHERS. © (E) SEWER MANHOLE _ _ _ _ _ _ _ _ _ _ O (E) SEWER CLEAN OUT (E) EDGE OF PAVEMENT15 (E) TRAFFIC SIGN TO REMAIN. U (E) TV CABLE BOX-''---0____°--""-�---�--" (E) BARBED WIRE FENCE 0 EXISTING WATER VALVE ---- - - - (E) JOINT UTILITY TRENCH 16 REMOVE (E) LANDSCAPE ® CONSTRUCT MODIFIED V -GUTTER PER STREET SECTION. LINE TABLE EXISTING FIRE HYDRANT ------------ OVEREX UNE 12� ADA ENTRANCE SIGN -SEE ONSITE GRADING PLAN, ® PROPOSED GRATE INLETl- PIPE SIZE 18 PORTION OF MEANDERING SIDEWALK TO BE REMOVED AND Oj SEE EASEMENT LEGEND SCHEDULE 8"S- UTILITY SWR=SEWER DW=DOMESTIC WATER L4 REPLACED AS NECESSARY. 104.69' ON SHEET 1 DRN=DRAIN FW=FIRE WATER 19 (E) CURB & GUTTER AND SIDEWALK TO REMAIN. ® ITEM OF WORK - SEE SCHEDULE G=GAS ® REMOVE AND REPLACE (E) CURB RETURN AND ADA RAMP. QA MONUMENT -SEE LEGEND SCHEDULE SECTION DESIGNATION: ® NOT USED. 02'37'00" ON SHEET 1 SECTION LETTER o !' NeS� . 4E) ® RO UGG A ® (N) STORM .DRAIN SYSTEM -SEE ONSITE UITUTY PLAN. 18X-22 (P D)ERGY RE -ABA RE -ABANDONED ------- 8/18/2005 SHEET WHERE SECTION IS SHOWN ® (E) STREET LIGHT TO REMAIN. -e- RELOCATED (E) STREET LIGHT ® CONSTRUCT MODIFIED V -GUTTER PER STREET SECTION. LINE TABLE LINE BEARING LENGTH L1 S8753'11"E 70.15' L2 S87'55'03"E 71.82' L3 S87'5S59"E 75.73 L4 S87'5S59"E 104.69' LS 587'53'11'E 104.69' L6 SE17-53.59"E 9222' L7 S86"27'51"E 18.74' CURVE TABLE NO. LENGTH RADIUS TANGENT DELTA @1 31.73' 20.00' 20.32' 90'54'03" (2) 30.68' 20.00' 1928' 8753'11" (1) 31.53' 20.00' 20.11' 9018'53" ® 28.74' 20.00' 17.49' 82'20'43' QS 91.34' 2000.00° 4&68' 02'37'00" 16+00 17+00 R/W VARIES CE PANAMA LANE/ 7d-55' PROJECT BOUNDARY 1 PAVEMENT REMAIN A SECTION "A" 3 NO SCALE TAPER DATA N0. 1 IE STATION CL OFFSET 13+83.83 65.43LT. 13+88.83 65.34LT. 13+93.83 65.07LT. 13+98.83 64.62LT. 14+03.83 64.00LT. 14+08.83 63.19LT. 14+13.83 62.21LT. 14+43.83 55.76LT, 14+48.83 54J8LT. 14+53.83 5197LT. 14+58.83 51351-1 14+63.83 52.90LT, 14+68.83 52.63LT. 14+73.83 52.54LT, TAPER DATA NO. 2 CE STATION CE OFFSET 17+26.11 58.41LT. 17+31.11 58,34LT. 17+36.11 58.12LT. 17+41.11 57J5LT. 17+46.11 57.23LT. 17+51.11 56.57LT. 17+56.11 55.76LT. 17+86.11 50.47LT. '. 17+91.11 49.66LT. 17+96.11 49.00LT. 18+01.11 48.48LT. 18+06.11 48.i7LT. 18+11.11 47.1 LT. 18+16.11 47.82LT. 18+00 wojx 368 366 364 362 360 358 356 354 19+00 SEE ONSITE OFFSITE STREET IMPROVEMENT IMPROVEMENT PLAN 72.23' I (E) R/W VARIES m 1 O 1 o VARIES 2' 1' L S 111'-f0' 2'_j 1 w z Ia 2 -OS fix. ^: I _ _- o !' NeS� . 4E) PAVEMENTI (N) MODIFIED V -GUTTER -J `49 (E) C/G AND MEANDERING S/W TO BE REMOVED AND REPLACED B SECTION "B" 3 NO SCALE 96 Know whars below. CaII before you dig. , I -- I — ==--.— ---- --------- -- - —------------------_ _ S2 S2 BEGIN REMOVAL (E) DETAIL 12 STA, 15+28.94, C.L. 20.66LT. (E) MEDIAN CURB m v s E II�CJO REMAIN SSI t>�....��• _�_ _ — _ 15 v t2+Tn ----------- R_ — _ _�� _ _ _ 3- +00 _ �; / _ _ S7 14+00 15+90-_ --_. x 3 R4 710m] Z��_ R-1� St TYP. �(N) DETAIL 38BEGIN REMOVAL (E) DETAIL 39�0f ROUE �/'- ""- - SPEED LIMIT 50 BE - _ _ - _ _ s _ _ _ _ - GIN N DETAIL C.L._ _ _ N END (N) DETAIL 38 / <a STA it+01.93, C.L 49.00RT. 1 STA. 13+84.4D, CL. 1287RT. _ STA. 15_+29.96, CJ_10.41RT. 6 BEpN N DETAIL 39 END N OETAIL'39 % BEGIN REMOVAL (E) DETAIL 127, t'�'' STA. 11+84.94, C.L. 48.23RT. S7 o STA. 12+84.73, C.L 48.23RL (E) DETAIL 12 -7 2 goo (E) TRAFFIC SIGNAL BEGIN N DETAIL 38 `� END N DETAIL 38 STA. 15+30.35, C.L. 22.42RT, WITH STREET UGHT $S STA 11+84.94. CL. 53.23RT. (N) DETAIL 39 STA. 12+84.73, C.L 53.23RT. SB S1 o� END REMOVAL DETAIL 39 11 -- _--__.._ 26= --STA. 13+09.05, C.L 49.14RL dd - NOT A TRUCK ROUT (N)DETAIL38 Fytiy ^ NOPRRKING w e -� ar a tltucK ebu1E — — SRI 50 - : __ R26(CA) _. i NO TRFSSPASSINGPUMPING R2 CA l 1 ' SSI 1 1 - - - -- N ' "_�---- ------------ ----- o -- w $ � � ~ �)wl S6 TYP. JQ BEpN N DETAIL 12 g� � zy STA. ifi+05.50, GL 21D4LT. M �z H BEGIN N) DETAIL 38 ++ A.P.- N DETAIL 12 \474\p\\ ` STA 16+05,50, g,L, g,pgLT (N) DETAIL DETAIL 12 STA. 77+55.52, C.L 21.04LT ETA�C\\\\>?.\\\ D N) DETAIL 38 ) N END N DETAIL 38 C ° ° 16+00 N) DETAIL 38A 17+00 Sia. 17+51.50. GL 7.29LT. I -"- o -- -" ONE WA ONE - N _1 SSI -� - — - N - — - I - �—. 78+g9��------- _ _ _ Vii-- 19+00 0 — _ W00'48'S6 E - — - —. - 3 /PEGIN (N) DETAIL 38 r S7 TYP. 'v S7 STA. 16+05.50, C.L. 6.95LT. ++ ♦\\4\\\`cam\\`h\\`A\\`h` _ _ _ m _ _ _ - _ ®.- . a _ j� END REMOVAL (E) DETAIL 12 O (E) DETAIL 12 J STA 16+05.47, C.L. 21.05RT w S6 S4 s 15 19 Y0 PARKING--- -- - S9 ------ 4 cs --- ----- B w > T--- i - _ — -- $HUCAW r � RBI ♦ 1 - z (E) R/W- R81(CA)/ B _. m- ♦\ z (� (E) R/W AND __._______c. ____ ____ i 80(1 - - - - - - - - - - - - - � '' A � I i PROSECT BOUNDARY � ♦ � � I a i r r II ,� PROJEC NDARY 59 12 \ r SSI i. +�+ ---------------------- A i A 3 z A o i 1I/ o SEE GRADING PLAN FOR 1 1 1 SEE GRADING PLAN FOR n 17 SEE GRADING PLAN FOR 1 x j ONSITE IMPROVEMENT 1 i ! ! ' ONSITE IMPROVEMENT ! �`, Y, ONSITE IMPROVEMENT h PANAMA LANE ASHE ROAD SEE BELOW (STRIPING PLAN) ��-�-- ASHE ROAD (STA. 10+00.00, C.L. TO STA. 18+60,62, C.L.) SCALE: 1" = 30' HORIZONTAL SEE ABOVE ---------------- i 1 f r\ E ; "HAKERSFIELD" ! <h}-- - _ }ice E) 'BAKERSTELD" r ♦ 51 51 1 / �� '� - i (E) R/N HOME(S) SIGN ♦ - i 1 ` Rt - nom. - _- --- --- _ A � (E) TRAFFIC SIGNAL -T _ - .:_.-_.._ ._ _ . .._ - STATE FARM. ♦ 1 1 `• -- /'-�— - - (N) FLOWLINE S1 r" a I W STREET LIGHTS it - - _ SPORTS _ _ _ / --- �-5 Q (N) FLONIINE (N) DETAIL 38 - _ -- (E) R/W t5 rr NO PARKING/ _- - - ENO REMOVAL (E DETAIL ET. r z x I k26 NO PARK IG NUA(# I _ STA 18+16.08, fiL 4 4 LT. ate'- E DETAIL 39 - —�- aa (N) CONC. GUTTER LIP G95G G3,1-1 R26J811 �; I TYR '�, (N) DETAIL 39 -'. `.------ 56- (N) DETAIL 38 S2 — S6 TIP. ^g Si BECIN .REMOVAL EDETAIL 278 - - - - - _, STA. 13+92.16, C.L 49.44LT. 2 Z88 I "v o e (N) CONG GUTTER LIP -.- F $ $$ ,� ^ S2 BEGIN N DETAIL773-MB S2 - N) DETAIL 39 �' - xr v o I END N DETAIL 38 END REMOVAL E DETAIL 278 !' _ END N DETAIL 38 I m og _ STA. 13+13.45, C.L 54.89LT. '-' BEGIN (N) DETAIL TA 17+25.90, C.L. 46.4717. 1 - STA. 13±87.08, C.L. 53.36L7. STA. 14+73.82, C.L.47.72LT. BEGIN N DETAIL 39 _ STA. i6+21.37, C.L. 4&513LT. S1 I S6 TYP, END N DETAIL 39 BE O END N DETAIL 39. '® ? o d¢ STA 13+73.36, C.L. 5O89LT' STA. 13+DETAI C.L. 49.36LL GIN REMOVAL E DETAIL 278 - S2 J / STA 15+45.59, C.L 48:43LL STA BEGIN N DETAIL 3� ( DET 12 STA 17+25.8 C,L 42.441LT, 11+00 12+00 13+00 PROJECT 16+21,28, C.L 58L7-- 1 / E) -' i ---- ----------- 14+00 (E) MEDIAN / AIL 1 — -- ---------------- ------ i-------- ----- 16+00 W3 3 589'04'51"E 720.03' __ __—__—__—__17+. 00 589'04'SYE 73.13 -1/ (E) TRAFFIC SIGNAL -- --- - - --- - -- - -- - W/ STREET LIGHTS PANAMA LANE R=2000.00' L=91.34' (STRIPING PLAN) (STA. 10+00.00, C.L. TO STA. 18+16.11, C.L.) SCALE: 1" = 30' LEGEND AND ABBREVIATIONS STREET CONSTRUCTION NOTES: REPLACE GREEN LANDSCAPE WITH UKE-KIND HARDSCAPE. STRIPING LEGEND: CONSTRUCT TYPE "B" CURB .& GUTTER PER C.O.B. ® (E) 2- IRON PIPE MONUMENT TO BE REPLACED WITH CONCRETE ����������������� (E) STRIPING TO BE REMOVED. (E) EXISTING TG TOP OF GRATE PROPOSED 6' CURB ONLY O STANDARD DETAIL ST -t. (N) NEW TG TOP OF GRATE PROPOSED fi" CURB N CUTLER/ 2 REMOVE (E) MEDIAN CURB. NAIL AND TAG MARKED L.S. 4383 AFTER CONSTRUCTION. p. CAL—TRANS TYPE IV ARROW B/W BACK OF WALK 0/X OVER -EXCAVATION ROLL CURB -SEE PLAN O LEFT OR RIGHT AS APPLICABLE EP EDGE OF PAVEMENT FF FINISH FLOOR — - - — - CENTERUNE OF STREET PANAMA LANE PAVEMENT: TC TOP OF CURB FC FINISH CONCRETE ----__—__— PROPERTY LINE / RIGHT-OF-WAY O REMOVE (E) SIGNAGE/TRAFFIC SIGN. D.45' A.C. OVER 0.45' AGG. BASE OVER 1.60' COMPACTED CAL -TRANS TYPE ul ARROW FL FLOWLINE C.B. GRADE BREAK PROPOSED GRADE BREAK ® SAWCUT (E) E.P. 2' BACK ON MEDIAN CURB, t' BACK O.G. TO 95% RELATIVE DENSITY. BIKE LANE & ARROW CL CENTERLINE FG FINISH GRADE ON GU R PAN OR AS DIRECTED BY ENGINEER. CONCRETE PAVEMENT: ELEV/EL ELEVATION FP FINISH PAVEMENT ------------------------ SAW CUT O REMOVED (E) CURB & GUTTER, MEANDERING AND/OR ® 0.50' CL 3 CONC., OVER 0.50' AGG, BASE OVER 1.50' COMPACTED (E) _PAVEMENT MARKINGS ME MATCH EXISTING SCO .SEWER CLEANOUT PROPOSED FIRE WATER LINE REGULAR SIDEWALK. U.S. LANDSCAPING AREA SWR SEWER O.G. TO 95% RELATIVE DENSITY. E SEE SEP. PLANS. DWR DOMSEWESTIC WATER PROPOSED DOMESTIC WATER LINE © CONSTRUCT (N) TYPE "M" MEDIAN CURB PER C.O.B. g EXPAND SIDEWALK TO MAINTAIN CLEARANCE FOR UTILITY POLE () EXISTING FC FINISH CONCRETE FWR FIRE WATER PROPOSED STORM DRAIN UNE STANDARD DETAIL ST -2 (PROPOSED). ® (N) NEW SO STORM DRAIN SIDEWALK S 7 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. (E) OVERHEAD UTIUTY UNE AND VAULTS TO BE RELOCATED - /w OBC BEGIN CURVE XFL (E FLOWUNE INV .INVERT PROPOSED SEWER LINE STANDARD DETAIL ST -5 ON SHEET S. BY OTHERS. ADJUST TOP OF UTILITY VAULTS TO FINSIHED XTP E TOP OF PAVEMENT R/W RIGHT-OF-WAY ----------- PROJECT BOUNDARY GRADE IF NEEDED. EC END. CURVE XFC E FINSIHED CONC. W/W WALKWAY O ASHE ROAD PAVEMENT: XEPP E EDGE OF PAVEMENT O.G. ORIGINAL GROUND =----------=========== (E) CURB AND LITTER 0.45' A.C. OVER 1.35' AGG. BASE OVER 0.70' COMPACTED 31 RELOCATE (E) TRAFFIC SPEED LIMIT SIGN ON STREET LIGHT NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS M.H. MANHOLE TE TRASH ENCLOSURE O.G. TO 95% RELATIVE DENSITY. TO NEW LOCATION WITH OWN POST PER C.O.B. STANDARD. XG (E) GROUND TOG TOP OF CURB (E) STORM DRNN LINE ALL PERMANENT PAVEMENT MARKINGS TO BE XFP (E) FINISHED PAD (E) SEWER LINE Q (E) UTILTIY POLE TO BE RELOCATED BY OTHERS. CONSTRUCT 6" CURB PER DETAIL 2 ON SHEET 5. THERMOPLASTIC PAINT PER CALTRANS STANDARD �p¢L PROPOSED GRADE ELEV. (E) DOMESTIC WATER LINE t0 CONSTRUCT ADA RAMP PER CALTRANS LATEST REVISED STD. ® NOT USED. SPECIFICATION ON SECTION 84, LATEST EDITION. EXISTEXIST. GRADE EDEV. (E) GAS LINE PLAN A88A CASE 'A" - SEE DETAIL "i" ON SHEET 5. . GR AND PERCENT OF SLOPE 4 INTERSECTION TO BE SIGNALIZED - SEE SEPARATE TRAFFIC ALL STRIPING TO BE WATERBOURNE PAINT. FOR DRAINAGE (E) JOINT UTILITY LINE 11 .OFFSITE BOUNDARY OF A.C. PAVEMENT. ® SIGNAL PLANS. STRIPING NOTES: O (E) SURVEY MONUMENT AS DESCRIBED (E) ELECTRICAL UNE1© RELOCATE (E) TRAFFIC SIGN. ® MONUMENT SIGN -SEE ARCHITECTURAL PLANS. �-- (E) TRAFFIC SIGN—FO— (E) FIBER OPTIC LINE- S7 NEW PAVEMENT MARKINGS - SEE. LEGEND ®. (N) STORM DRAIN MH 1 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. ---r-------- (E) TELEPHONE UNE SEE ALSO STANDARD NOTE N0. 25 ON SHEET 1. R7-1 (N) STOP SIGN -SEE ONSITE S2 (E) STRIPING TO REMAIN. -i GRADING PLAN. (E) OVERHEAD LINE ® (E) STREET LIGHT TO BE RELOCATED BY OTHERS. (E) SEWER MANHOLE (E) EDGE OF PAVEMENT S3 PAINT MEDIAN NOSE WITH STANDARD TRAFFIC YELLOW. (E) SEWER CLEAN OUT ° o ° 15 (E) TRAFFIC SIGN TO REMAIN. © (E) N CABLE BOX � (E) BARBED WIRE FENCE S4 PAINT 12" LIMIT/CROSSWALK LINES USING EXISTING WATER VALVE a (E) JOINT UTILITY TRENCH 18 REMOVE (E) LANDSCAPE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 64, 2010 EDITION. EXISTING FIRE HYDRANT ------------ OVEREX LINE 1 ADA ENTRANCE SIGN -SEE ONSITE GRADING PLAN, SS REMOVE (E) PAVEMENT MARKINGS. • ® PROPOSED GRATE INLET PIPE 18 REEPPLACED AS NECESTION OF SARYNG �DEWALK TO BE REMOVED AND 41 S6 (E) PAVEMENT MARKINGS TO REMAIN. O SEE EASEMENT LEGEND SCHEDULE SWR=SEWER DW=DOMESTIC WATER ON SHEET 1 DRN=DRAIN FW=FlRE WATER 19 (E) CURB & GUTTER AND SIDEWALK TO REMAIN. 5 (N) MEDIAN CURB -SEE SHEETS 2 AND 3. ® TEM OF WORK - SEE SCHEDULE G --GAS ® REMOVE AND REPLACE (E) CURB RETURN AND ADA RAMP. Know wharS below. A❑ MONUMENT -SEE LEGEND SCHEDULE SECTION DESIGNATION: 98 EXTEND (E) STRIPING AS NECESSARY TO LIMIT LINE. ON SHEET 1 SECTION LETfF.R 21 NOT USED. Cali before you dig. ARCO WESTERN ENERGY "KCY A SSI FURNISH AND INSTALL NEW TRAFFIC SIGN 18X-22 (PLUGGED) RE -ABANDONED ,------- ® (N) STORM DRAIN SYSTEM -SEE ONSITE UFlLItt PLAN. PER C.O.B. STANDARD. -a REL'OCA8/2005 D (E) STREET UGHT SHEET WHERE SECTION IS. SHOWN 2 ® (E) STREET LIGHT TO REMAIN. CALTRANS STANDARD SPEC FICAT10NPAINT RED CURB USING SON SECT10NPAINT E84, 5.1-12173 ® CONSTRUCT MODIFIED V -GUTTER PER STREET SECTION. 2010 EDITION. CITY RECORDS NO: all I (E) PAVEMENT SEE OFFSITE STREET IMPROVEMENT PLAN BOUNDARY/ (E) R/W ONSITE IMPROVEMENT VARIES (N) MODIFIED V—GUTTER C/G AND RING O BE REMOVED W AND REPLACED A SECTION "A" rj NO SCALE PROJECT OFFSITE STREET I SEE ONSITE BOUNDARY/ IMPROVEMENT PLAN I IMPROVEMENT (Fl R 1W Dldi9il�IS[L71 (E) B SECTION "B" cj NO SCALE SEE OFFSITE STREET IMPROVEMENT PLAN . ONSITE IMPROVEMENT w w 2' > VARIES! VARIES r1_1 I L/S I L/S (N) PAVEMENT—/ i (N) MODIFIED V -GUTTER - PORTION OF (E) —J IU REMAIN C/G TO BE REMOVED C SECTION "C" 5 NO SCALE PROJECT BOUNDARY- . fL ASHE ROAD VARIES (E) R/W VARIES ±57.6'-60' 110.4'-117.6' I 1 VARIES A I� 1 = I (E) PAVEMENT 3 (E} PAVEMENT TO REMAIN ran TO REMAIN (E) PAVEMENT TO REMAIN i t PORTION OF (E)— MEDIAN TO DE REMOVED ¢ ASHE ROAD VAR. PORTION OF (E) MEDIAN TO BE REMOVED D SECTION "D" rj NO SCALE VARIES (E) PAVEMENT TO REMAIN PORTION OF E) MEDIAN TO R MAIN E SECTION "E" �j NO SCALE SEE ONSITE IMPROVEMENT SEE ONSITE IMPROVEMENT me Mme ). sa'eeq wdmm a MmAMt,a dxtz w Abrwpv .as, A49t r iir —__ r r i �d6axi d ibs gas Y 6 } � , n I�.�,�'yyby fi0' SiYnrY * Yala r r nm C MYmm Mar � 48'mia "Y45'm d bddmM ma eMrn'a daMi by w ply fnrirea. W VmidO 35'm amb"manMxw stab mam dbds6seb MN wr mawo'dw MstrN Dasa b rrAa V101*4 e a aeMe�+b memcrean amnaMa ro w asaarre atCmt aw ryeffiubns mMls Ymb NAlrpvy Y Amsa MM Mnd Avaa6y Ma8y tl8eHWl ar r6w vpmMaer marmmymya.mr,au,w i dd"mnmld trw b gsd mdmaeulba ma b 396[ aemw.m 6y detly s e6bmi d by A6'.6'0•l�roodpM d6p'bda4 daiqude 4 Gyasb lm d"dY and mmm m M b a w s:mm.a `d�iama wean.emwe (eex aaml mbM ad93 D(m�g. Cmndvdd mMa.im�aWnns ws piv sToat Z1aYef sea wpry FyMa. 4 Jidm bmf da n wrn mm Ve dbp'ena/AM m M <murb madwl s ra Pos Mm 15 AVd a&r)dg a.7rsa twat aef am/sa+dd b.dmlNUK xy rbmpt a9 a.am" d paevdeaaww ddb. nadd"mM agd am d�dd m:m.amm ,tl maE'ms MarAg aa>amnmuWmhadmddkdM d Ek, ddMa savrnr.c dd mM won mAa. mad m'mr< xreaM QEy�PR/b aMvddd Albpo%mn1 a6p dYda; mGilrmp d Mit ro+Mms h Mr reaimatr d M:36aW a.9adEvb"as s �» dedba,�aM � � b rm�aemt dd Dt BaWd wMAbmtW ®WxlKn/, Me LNy Gµa✓. M.rertb meMdabnaA d3pMWypb as fuvtr da eN adb9jdeamda xgnenmt m emMm M d�br ablmiMa ro w spmf s�saesaeb mMm dMa"Rezrek "l9kid dW dab�dibmrNre Nbe ds m a ti bt! ad Nrb adeb ad onl6e ,ml d o6Q-sa wf kaBm mAm dmh adwmdrnderm swr �ae)xr ro w gAma dMtaycegam. rt bbdiar Ma dmxhah hM [d6 mmda.� ad M rtmde Nim Wmd bm M W PmYsa. ti Jra-0MS' M daW yyNamlb ayerityM t%j fegrsc u Ae d6.d aanmlbr dd aagy amamaa rsvamiats kryM4 CASE A 1.67' TO 2.35" QO QO CENTER TO CENTER SPACING 0 0 0 RAISED TRUNCATED DOME PATTERN (IN—LINE) N LD -II 0.5 o TOP OASE 11 6 RAISED TRUNCATED DOME DETECTABLE WARNING SURFACE GUTTER FLOWUNE TOP OF RAMP --,4'-2' MIN ROUNDED-�j 11�11 r 7.59 MAX 1.59 MAX _ SECTION A—A (1) CURB RAMP - DETAIL "1" 5 CALTRANS 2010 REVISED STANDARD PLAN RSP A88A. SCALE: NONE EXPANSION JOINT AT SIDEWALKS. CONCRETE WALK, 6" WHERE OCCURS. �; N______ _.______ a CL.2 AGG.8ASE CLASS '3' CONCRETE (5 1/2 I SACKS CEMENT PER YARD} EXPANSION JOINTS EA. 30 WEAKENED PLANE JTS. EA. 15' POUR ON 12' SUBGRADE COMPACTED O.G. TO COMPACTED TO 90% RELATIVE 95% RELATIVE DENSITY DENSITY. r21 6" CONCRETE CURB 5 SCALE: NONE 16 Know. what's below. Call before you dig.