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HomeMy WebLinkAbout5.1-12173 Record DrawingSP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). 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 STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 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 SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS C BY E ENGINEER, T INDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHA BE PG OTHERWISE DIRECTED iH ESPHAL 6 ( D) LL 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -RM -REFINED PAVING 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 CAUFORNIA 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 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 'MTI 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 B7 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 EXISTING EDGE OF PAVEMENT. 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 PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE UNITS OF CONSTRUCTION. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATONS 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 B7 THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CDNDUCTEO 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 R P -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND TED COMPO TRANSVERSED 0 G TO FORM TEMPORARY CONFORMSTHE LANES ARE OPENED TO PUBLIC TRAFFIC, KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BEE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. APROPERLY CAUBRATED 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 ABOVE SHALL BE USED. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING PATH EQUIPMENT UTILIZING DIAMOND BLADES B. REMOVAL AND REPLACEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY THE METHOD VALE 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 50 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 42-202, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SFAL 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 FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE GREENBOOK 941CH ALLOWS UP TO 50% OF THE VOLUME T0 BE RECLAIMED LAIMED 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. 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 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 FOO ABOVE OR BELOW THE GRADE ESTABLISHED BY T 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. 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 CDNCRETE 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 CUNFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIDNS RESUME. ASPHALT CONCRETE SHALL BE CDMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM 0-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 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. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 962, 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 THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEINER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE QTY 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 PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS 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 PAVING. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIDNAL 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. WITH 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 BACK 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. 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: PAVING 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. PAVING 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 Do 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 INSTALL STANDARD STREET LIGHTS, 5800 LUMEN PER C.O.B. STD. ST -14- a 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 8. 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 LIGHTS 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. 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN 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 RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 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 CRUSHED MISCELLANEOUS BASE (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 BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% 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 CITY 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 PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A -NOTICE OF INTENT" (NOT) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED PATH CONSTRUCTION ACTIVITY(SOURCE ORDER NO. 2009 -009 -DING AS AMENDED BY ORDER 2010 -0014 -DWG AD ORDER 2012 -0006 -DWG) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE NTH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN ( MPL NCE (SWING) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WOOD) NUMBER 51`15C384709HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 20. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WHIR TMST 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 PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. 22. INSTALL BLUE MARKERS K S 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 SUPERVISION 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 CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFECT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION DF 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 CDNTRACTOR 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 UTIUTIES SHALL BE DAYUGHTED 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 CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING 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 PUBLIC 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 -GF -WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. COMPACTION TESTS SHALL BE THE RESPONSIBUTY 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, D-14, D-16, 0-18 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 MA MEMO OEM 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 UTILITIES 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 PIPELINE 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 UTILITY EASEMENT PER BK. 6642, PG. 317 O.R. O10' RADIUS NONBUILDABLE AREA PER RESTRICTIVE COVENANT PER DOC. No. 0206134684 O.R. OADDITIONAL RIGHT-OF-WAY DEDICATED PER DOC. NO. 219001632, O.R. OFLOWAGE AND DRAINAGE DEDICATED PER DOC. NO. 219007543, O.R. OFFSITE STREET & STORM DRAIN CONSTRUCTION PLANS FOR REVISED P.C.D. NO. 15-0133 P.M. 12173 6200 PANAMA LANE BAKERSFIELD, CA 93313 04-11-,ZA STORM DRAIN NOTES (CONT.): AREA KEY MAP n 1" = 200' II11 O DENOTES SHEET NUMBER 3. REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS I.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 ANNA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE 'NTH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER OJRED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 36V OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.8. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F f5 (2TC f3 ). PROPERTY INITIAL (PAR. 1.0 TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DURDMETER, TYPE 0 1 -SEG 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE f1.5 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 LINER 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 DF 70' - 80' F(21' - 27' C) INCLUSIVE. ALL PLASTIC LINER 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, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.- AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLDWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F f5 (25` C f3 ). 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.B) 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. VICINITY MAP NMS 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 PUBLIC 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. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVIEWED: �z - Ar�- 2/Y1/g' TRAFFIC ENGINEERING DATE REVIEWED: ASSISTANT PUBLIC WORKS DIRECTOR DATE STUART PATTESON, RCE 44898 IR! REVIEWED: "baa°.-• �.,I "� € PUBLIC WORKS DIRECTOR DATE NICOLAS FIDLER RCE 61069 MONUMENT LEGEND: A� FD. 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 p� FD. CONC. 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 L.H. 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 © FD. CONC. MON. IN L.H. W/B.C. MKD. ITS 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 CONC. MON. W/ BRASS CAP MARKED L.S. 7573 IN ENCASEMENT PER TR. 6166, PHASE 1, M.B. 49, PG. 198 I ITT Ar \1 /, Trl'91 I I r r � t ASHE ROAD PANAMA LANE TOTAL 1. A.C. PAVING TONS 319 85 404 2. CLASS 11 AGO. BASE CUYD 438 39 477 3. SUBGRADE PREPARATION CUYD 227 60 287 4. CURB AND GUTTER LF 68 161 129 5. C CURB ONLY LF 305 �C 629 6. CONCRETE PAVING SQFT 4124 3536 7660 7. CROSS GUTTER SQFT - ANAM 722 8. SIDEWALK SQFT 1043 2005 3048 9. HANDICAP RAMPS EA 1 4 4 8 10. MEDIAN CURB LF 495 • 495 11. SAWCUT LF 1525 529 2054 VICINITY MAP NMS 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 PUBLIC 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. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVIEWED: �z - Ar�- 2/Y1/g' TRAFFIC ENGINEERING DATE REVIEWED: ASSISTANT PUBLIC WORKS DIRECTOR DATE STUART PATTESON, RCE 44898 IR! REVIEWED: "baa°.-• �.,I "� € PUBLIC WORKS DIRECTOR DATE NICOLAS FIDLER RCE 61069 MONUMENT LEGEND: A� FD. 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 p� FD. CONC. 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 L.H. 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 © FD. CONC. MON. IN L.H. W/B.C. MKD. ITS 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 CONC. MON. W/ BRASS CAP MARKED L.S. 7573 IN ENCASEMENT PER TR. 6166, PHASE 1, M.B. 49, PG. 198 I ITT Ar \1 /, Trl'91 I I 15 Know whaYs below. 0811 before you dig. M 5J n Q Vyj > Y.f � U S 6W1 VI mn1LI\THIN ITEM FOR ONSITE: UNIT ASHE ROAD PANAMA LANE TOTAL 1. A.C. PAVING TONS 319 85 404 2. CLASS 11 AGO. BASE CUYD 438 39 477 3. SUBGRADE PREPARATION CUYD 227 60 287 4. CURB AND GUTTER LF 68 161 129 5. C 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 1 4 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 400 178 578 14. STRIPING DETAIL 39 LF 100 178 278 15. 24 STORM DRAIN LINE LF 197 - 197 16. STORM DRAIN MANHOLE EA 2 - 2 17. STORM DRAIN POINT OF CONNECTION EA 2 - 2 18. STREET CL LENGTH ARTERIkL LF 842 817 1659 15 Know whaYs below. 0811 before you dig. M 5J n Q Vyj > Y.f � U S �UN I��)° TRRRECREST U , `' _ '- it --.__ _ --z m�'_�.,_y,.._��_�_ .o .. N w� o dm^ ¢' -- -A'j moi, 5 m -- �_ -' ni -w J r-_ -... -� - -' Wzw _' _Uti✓tea J� m,ri ¢V o ' wr T n -. -o- 67- I ¢ :.�.._�� o P. :l'- - .2 'U Q 2 - Z CJ Vi W 6i tM ,n U I '- O K m J -Q Z _'- K __ d' U I J (r K M ¢ K O O_ E3 .: w =U OOm 39 Q r7 W �-, gU J j ON Oj z _ E�� 3 II vO-Q ZJ �d� U HOr>W 00 O IM\'U 11 R' 2U� U mU ZJ Z mU--iZUv F U ! Q =� W U M O � O _ W I� W O -� O N 3m w'ti'Iro �N sci N I,w °oU ¢ Mn J¢z m mcj ¢ ti rn Jam o �z z (E) MEDIA + z + m+ I + o e m w ¢ Z._ ,tl m w+ M Zm O Z- Og tn�v w> O Z + 3+ M a<t�O Q CJ4 mmd 4F. gm w ¢ n ¢ + x - 1 om + CURB TO N"zzcxi^ > '� > aK o z m va>� z mi I ASHE ROAD = W N RIEMAIN O- O 3 W z '(E) MEDIAN CURB mm� vl d y m m„ - �0 4 F �m�'- z 6 N N z Q DATA N0. 3 ern owo< Q W z Qz 4 mM SEE TAPER Us _ ,n 2 16 r d � ¢ I- z z _11+00 5 C LAT __ _ '^__ �-m I--� N z y �+ I2 1 _ 12 FDD _ TO REMAIN-13+�00%/{4+00 6 I L3 + 4-7 1 C 16+OOks3 _ g I _ _ __ yam__ __ ----------- Ll �_'- } E D ". 1 i 9952 ^ - - - - - I `335 03 - - '� �L5... _� - - 61 x � n 7+00�" 68 L4 v"�,' b � _ s 19+00 = re N00'4656"E J {-^5 . __. __ -. ; -` __ _ - ___ _ _ _ ___ __ - ____ 7t_____ ___ _ _ 1 1 - „ z j 4 1 I; -_- 4 - - __ `' ______-_- - -p __- ; - .. __._. _ 1� "__ E TAP. R--' - -= -- -___ - - ,._; - - __ �±___ ` I _- _ �_ �_" R4-7 ,Pj,�P�__. - - • - __------'�^ 5 5 I 4 mk 1n DATA NOE2 x� i'� 8 K _. 2 } ., �, 2.. AR-SAWCUT LINE __.. --_r-I - ---_ 18.5' _ __ ___ _ E MEDIAN CURS _ I ! STA. 16+07.42, C.L 11.03RT. NOb'48'S6' 34'DRN TSS �3' �"' (E) A.P. SAWCUTLINE_.____ _.___-__.___..._-___._____.__�.___,___.__-._ ____-_ .. 1 4' i as D 0 il�D n��p TO REMAIN _ A.P.-SAWCUT LINE__ _ _ ___ m A.P.-SAWCUT LINE _A.P. --_._____ ,____._____. _._._ t. '_.SEE TAPER___ -_- (N) FLOWLWE_ _.__ m____. ___._ _ 1 _. .___ _ ____._ _ _- _ ______.___ � __.__. . _____ _ _ _ __ STA 13+09.03, CL 50.24RT. - - _ STA_ 13+60.71,, C.L, 5489RT. STA:, -15+22.74, CL 57.51RL 6 STA. 16+07.74, C.L. 45.89RT. 1 m t1Z2 DATA N0. 1 4 _ --_ - _ _ I �J .-'--- -- ... i ---L-- -'- 1-'"---'--- '+ih ,,,• 4 ..<. A 14.0 `°� Va 5 A ::E0 A.P.-SAWCUT LINE �- 5'-j 4 yz __._--- z oo _ 1 ;'': '' I i ,�• _,. .. ,. � �. - ��-'- _„._. _ ��- =... ___ _ _ (_) I.74+13J3, C_L 53.75RL __. 5 1 I _ y ? 1 (E) RAW- _ �y -.___. _._-- - _._- I a'� �1 _ �M• - re �� U -"SWR U oo i i I I 7 I --_ __ ___. _b� ,. .-�. �- __- _____ - __ __ (E) R/W _ - - w; B "- _e � p - ___.__ -._ - - _-_ _✓__ __.___ ____-__ o a; I 1 ..._ - -_-t-- , -__. __ - /.� .. _ NtlTAiRUCKRW ^_N 1 - `1'. __ - 1. �i.� Jf(�3 -=�... B -I ,A rB _ (E) R/W +--� �- - y., �T - .__ = - < -Y.2 �-_ _.__ N -'- _-_ ___ _;`. _ ___� - __- -T?- ___ _.�¢E GR•DI G - cr.__ __- -' - No,.♦ o- r-;z:-..r--"ao .9. :ry \ SE A N•�.._`-- F-4 I ,; , -... �" ` b , ♦ r 1-1 PLAN FOR' '..x:. .............'_,,..._,_..,.._-_ - _� .. U v ! '_- .. sr _ - - -_: -- {^ A NSI - .. \� V "' 0 r R r, I I IMPROVEMENT zi M RI -1'i B aI ------ T - . 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SEE GRADING PLAN FOR 'La. - ( ) r (5 w z 3,n m o m o m¢U v z mm m� ONSITE IMPROVEMENT < "� < ,m'r v Iro moz ONSITE IMPROVEMENT __-_.�- m J <v ¢ v m m U o� J m N:®�, ice¢ ^' !� n -all O II � ZMMMM < m e. ,U\¢mrn ZQQ U Jmm n,nlU� ¢CJ ri UM tiW ti^ vz ¢m p, r� UtA xor.i CJa: e.. ~ �~--UYJn--W rn----- --- - QwWWW Z II m I I W O » , p a o I-1- z IQ- w O - U' Uf ^ o o M m O 1- n w w PANAMA LANE =mQ�a�� aim wv� NN Mm ^� 3� c,;p Mm �_�� o m 5®6 m ���JJ W >¢H M M I- M F-�: y> ¢W m ZM 1wc; H O B K O M O <d' tl-V C' d' Z m O Z 00 O >\1-m ^N m n Vi n H\O SEE SHEET erns mm mm m O o� mo 3 0 Uo �omz uc, �m o zw QO KWv 00 ON^N +J MJ W'y� MJ I`M` MJ W�FaI VY O¢�Q OO mm TILL OO UJ mU�Uli v2Z2Z ; N I- .- !- W J .- .- w J ^ 2' ^ m w ++ _zoZ tr d d m,nm mw ++ ++ z¢ �-r omw o�� o,¢-ci oho z<� opo zl¢-�ti,¢o z"o�,Q--«¢- mF"Ce ,n,^n ,n,n om o�im z°8 n"a �oeoi oo N <. ma3m ,nm am,n m.w tai ow <m. ci U: z<W.L ,i w`i coo min zm z� m�'� Wd mo6,J omad,6 of mm 1 LINE TABLE LINE BEARING LENGTH L1 N00'48'56"E 85.51' L2 NO0'48'56'E 261.70' L3 NOO'48'56'E 220.00' L4 N00'48'56"E 265.00' L5 N00'48'56"E 28.41' LINE TABLE LINE BEARING LENGTH L6 N00'48'56"E 90.00' L7 N00'48'56'E 99.88' LB N00'48'56"E 23.94' L9 N05"5740"E 51.64' LIO N06'03'01"E 51.96' CURVE TABLE N0. LENGTH RADIUS TANGENT DELTA 01 7.43' 2.50' 29.40' 170'1641" Q 6.29' 2.00' - 180'9'31" 3a) 31.13' 20.00' 19.72' 89'11'04" ® 31.28' 20.00' 19.87' 89'36'52" ( 31.52' 20.00' 20.11' 90'18'02" © 31.43' 20.00' 20.02' 90'03'09" ROAD IMPROVEMENT) (STA. 10 C.L.-TOO THORIZONTAL C L) MO m'a��¢~Q�¢~¢ Ro''�M w� m fUm mf wmZmn mm M�(STREET ^OO^+ "tU~n WU zo¢ >/ASHE - SCALE: 1" = 3' VERTICAL REMOVE (E) LANDSCAPE 11+14.94 EXISTING WATER VALVE 13+19.34 56.14RT. , 4° � 368 -- -- -- - - M - - 10+99.94 54.31 RT. r -- - - - - - - - -.--- REMOVE (E) LANDSCAPE 11+14.94 EXISTING WATER VALVE 13+19.34 56.14RT. i1+19.94 1+24.94 � EXISTING FIRE HYDRANT ---------'-- OVEREX LINE 11+59.94 ADA ENTRANCE SIGN -SEE ONSITE GRADING PLAN, ® PROPOSED GRATE INLETPIPE SIZE 64.54RT. PORTION OF MEANDERING SIDEWALK i0 BE REMOVED AND O SEE EASEMENT LEGEND SCHEDULE 366 - - - --x REPLACED AS NECESSARY. ON SHEET DRN=DRAIN FW -FIRE WATER 19 (E) CURB & GUTTER AND SIDEWALK TO REMAIN. ® ITEM OF WORK - SEE SCHEDULE G=GAS W ® REMOVE AND REPLACE (E) CURB RETURN AND ADA RAMP. QA MONUMENT -SEE LEGEND SCHEDULE SECTION DESIGNATION ON SHEET 1 J 21 NOT USED. i ARCO WESTERN ENERGY "KCY" 18X-22 (PLUGGED) RE -ABANDONED _______ A 2 ® (N) STORM DRAIN SYSTEM -SEE ONSITE UTILITY PLAN. 8/18/2005 SHEET WHERE SECTION IS SHOWN (E) STREET LIGHT TO REMAIN. -a- m¢O ON m 1 m W I N N 1 Z m _ _ n __ _ _ _ _ -- - -- - - -- m -- - 364 ¢ a Z N a W m m o U x w w W w W w y w i__ d' Z +! Z m m Z O O ! >mU N QOO.'2-J -, �_. ^O W W > Z > Z Z O ¢ J } _ } 362 z ____ ---- -- z�z1--- ----- -----j- -I ----� + -aM - ��ww __ _ >Q��o_.: m oo�� J w _ -- - ^ -- ¢ IY Kn UUwO N: W `7 S O ¢ h A N m ,D m H m 1 �2'�`1N N ___ -CENTERUNE �N I____._ _ I ¢,n wwsm -"., m4 m M. o z.� APPROXIMATE I 0 i T 36O _ _ _, - _ _ _ - TO FIN I I m@3 mc�i vl m i wm wN wmm w{oi�y ` .. � - _-_ :. li _ _ _ - (E) CURB GUTTER ! 1 - _ _ , i I i - T�JF FINISH GRATE A JUST TOP OF , E D ! I', 70 REMAIN ! - - - - - - _.. - __ _____._.._ ._.._____ __---__.--____'__---_. ' ';S- 0.62% S 0,25%_i.- -- -- -- - - r- - - - -- -- - -- r - - - 3.516 -_.__ I ' , i � I I PROPOSED EAST I i fS- 057% ! ! FLOWLINE =-2.96% -.-- - itS=-0477 - z S 0.51;% r S '- ..'. _ ..__t_. _---i_- I''_ . -_._ -PROPOSED EAST ._ __ ___ _ (E) CURB & GUTTER 356 - __- __ ____--_, --__-: AND CURB GU SIDEWALK TO AMAINtOWDN� AND S DFWAlKT6REA�A N I J + - I --; - - - - 354 "---- - .----- ---_ --- _ _ -- -----� __ _ _� _- -- __ -- ---- -- --- - -- --- --- I_ - =- - -�--- I-----' -- � � _ _ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 LEGEND AND ABBREVIATIONSSTREET CONSTRUCTION NOTES: 360- - -- --- -360 352 - - -�= -~- ----- (E) EXISTING PROPOSED fi" CURB ONLY Oj CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. ® CONSTRUCT MODIFIED V -GUTTER PER STREET SECTION. ADJU T TOP OF TP TOP OF PAVEMENT (N) NEW TO TOP OF GRATE PROPOSED 6" CURB &GUTTER/ O ® 358----- -._ -__4--._ .____ _ ---___ _ B/W BACK OF WALK 0/X OVER -EXCAVATION STANDARD DETAIL ST -1. E 2" IRON PIPE MONUMENT TO BE REPLACED WITH CONCRETE FINISH GRADE ONSITE MANHpLE IN BOX INLET 1358 ROLL CURB -SEE PAN 2 REMOVE (E) MEDIAN CURB. REPLACE GREEN LANDSCAPE WITH LIKE -KIND HARDSCAPE. � 350 EP EDGE OF PAVEMENT FF FINISH FLOOR - - - TC TOP OF CURB F_ FLOWLNE G.B. FINISH CONCRETE ---------- PROPOSED GRADE BREAK OF -WAY SAWCUT (E) E.P. 2' BACK ON MEDIAN CURB, 1' BACKNAIL TAG INV (N)'24" DRAIN CI_ CENTER INE FG FINISH GRADE ® ONMGUTTER OVE ) PAN ORASDIRECTED BY ENGINEER. PANAMADLANE PAVEMDNLS. 4383 AFTER CONSTRUCTION. - - --- - - ---- -- 346 --- ---- PROPERTY OF STREET REMOVED E CURB &GUTTER MEANDERING AND/OR 0.45' A.C. OVER 0.45' AGO. BASE OVER 1.60' COMPACTED 356' --'356 ~- --- _--- `------- -_------------ ELEV/EL ELEVATION FP FINISH PAVEMENT - - - ME MATSEE SEP.XISTING SCO SEWER CLEANOUT P ANS. DWR DOMESTIC WATER w PROPOSED DOMESTIC WATER LINE 6 CONCRETE PAVEMENT: PROPOSED FIRE WATER UNE O / ___ .___.-___ g - FC O STANDARDTDNAIL Si -2 PROPOSED M" MEDIAN URB PER C.O.B. __ r ,354 3461 --- "--------_- 1---_--_____- L.S. LANDSCAPING AREA gWR SEWER REGULAR SIDEWALK. " O.G. TO 95% RELATIVE DENSITY. FC FINISH CONCRETE FWR FIRE WATER �u��0� PROPOSED STORM GRAIN LINE �� (PROPOSED). ® ------ `� 0.50' O 3 CONC., OVER 0.50' AGO. BASE OVER 1.50' COMPACT 354 -- I} J F STORM DRAIN / CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.0.6. ,F z -,'+ I(_ i S W SIDEWALK 5 PROPOSED SEWER LINE O.G. TO 95% RELATIVE DENSITY. , z1 - XFL (E) FLOWUNE INV. INVERT STANDARD DETAIL ST -5 ON SHEET 5. - XTP (E) TOP OF PAVEMENT R/W RIGHT-OF-WAY ---- -- PROJECT BOUNDARY ® EXPAND SIDEWALK i0 MAINTAIN CLEARANCE FOR UTILITY POLE. ! o XFC (E) FlNSIHED GONG. W/W WALKWAY ® ASHE ROAD PAVEMENT: _ _ _-_ E CURB AND GUTTER E OVERHEAD UTILITY LINE AND VAULTS TO BE RELOCATED - - ________ 344 -__._ �.`-. o _--_---' ______ - __-. _. (j 0.45' A.C. OVER 1.35' AGG. BASE OVER 0.70' COMPACTED O 352 ------ ---- ------- '352 n XEP (E) EDGE OF PAVEMENT O.G. ORIGINAL GROUND - ® ¢m r� _ BY OTHERS. ADJUST TOP OF UTILITY VAULTS i0 FlNSIHED m ^ I M.H. MANHOLE TE TRASH ENCLOSURE E STORM DRAIN LINE O.G. TO 95% RELATIVE DENSITY. O +w XG (E) GROUND TOC TOP OF CURB (E) SEWER LINE O (E) UTILITY POLE i0 BE RELOCATED BY OTHERS. GRADE IF NEEDED. nJ XFP (E) FINISHED PAD --- '-- - RELOCATE TO NEW LO CATION WITH SOWED POST PER C.O.B.TREET TIGHTARD. -.._.. 1 INV. E INV. (N)- 342 1 5 1 fL PROPOSED GRADE ELEV. O O 31 O ._ __._._ NSIT� _----L350 �. - --- - - _-- E DOMESTIC WATER LINE O CONSTRUCT ADA RAMP PER DETAIL " LATEST REVISED STD. 350 - 244 DRAIN - _ 19% -..�--� CONSTRUCT 6' CURB PER DETAIL 2 ON SHEET 5. 24" DRAIN - - - 340 - t - - >s LF OF 24 IiGJ-RCP ® 1 0.315% --_ (E) ELECTRICAL LINE E 11 OFFSITEBBOUNDARY OE ASCE PAVEMENTi" ON SHEET 5. ® N07 USED. 3� _-___.__ _i1-STt___ _-,_-- k :, 346---- i----- 1 4.30 F EXIST. GRADE ELEV. (E) GAS LINE DIRECTION AND PERCENT OF SLOPE ALL FOR DRAINAGE (E) SURVEY MONUMENT AS DESCRIBED g RELOCATE (E) TRAFFIC SIGN. I g SE -- < ,a ER ® (N) STORM DRAIN MH _- __ E TELEPHONE UNE 13 SEOE ALSO STANDANSTRUCT 12' IRD NOTEDE NO.CUTTER ONESHE R CO.B. STD. ST -17. SIGNAL PLANS. �, •, W z x (E) TRAFFIC SIGN F:- (E) FIBER OPTIC UNE ® INTERSECTION i0 BE SIGNALIZED -SEE SEPARATE TRAFFIC N ,-- N -- S -- �� 3 338 -- R1-7 (N) STOP SIGN -SEE ONSITE O O (E) STREET LIGHT TO BE RELOCATED BY OTHERS. ® MONUMENT SIGN -SEE ARCHITECTURAL PLANS. O Nz _,_ oQ �o_oN > iM - - 17+00 -i-- -- 18111---. ---.-- �- GRADING PLAN. --- �:'�- -- (E) OVERHEAD LINE 346 -- -^ �- - 346 +00 'T (E) SEWER MANHOLE - __ _ - -- (E) EDGE OF PAVEMENT z w 1- m lip m ! rn m (E) SEWER CLEAN OUT ��� p cr.,rc 1S (E) TRAFFIC SIGN TO REMAIN. TAPER DATA N0. 1 TAPER DATA NO. 2 TAPER DATA NO. 3 i �� "^' off i ._ CE STATION (E) N CABLE BOX - 1.-1 -,"..--- ...._ _...._ - 10+99.94 54.31 RT. 11+04.94 ---:, -' -------- (E) JOINT UTILITY TRENCH 16 REMOVE (E) LANDSCAPE 11+14.94 EXISTING WATER VALVE 13+19.34 56.14RT. i1+19.94 1+24.94 � EXISTING FIRE HYDRANT ---------'-- OVEREX LINE 11+59.94 ADA ENTRANCE SIGN -SEE ONSITE GRADING PLAN, ® PROPOSED GRATE INLETPIPE SIZE 64.54RT. PORTION OF MEANDERING SIDEWALK i0 BE REMOVED AND O SEE EASEMENT LEGEND SCHEDULE 8"S- UTIUTY SWR=SEWER DW=DOMESTIC WATER 18 REPLACED AS NECESSARY. ON SHEET 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 ON SHEET 1 SECTION LETTER 21 NOT USED. ® ARCO WESTERN ENERGY "KCY" 18X-22 (PLUGGED) RE -ABANDONED _______ A 2 ® (N) STORM DRAIN SYSTEM -SEE ONSITE UTILITY PLAN. 8/18/2005 SHEET WHERE SECTION IS SHOWN (E) STREET LIGHT TO REMAIN. -a- RELOCATED (E) STREET TIGHT CE STATION Ck OFFSET 10+94.94 54.23RT. 10+99.94 54.31 RT. 11+04.94 54.54RT. 11+09,94 54.92Ri. 11+14.94 55.45Ri. 13+19.34 56.14RT. i1+19.94 1+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 6C92RT. 11+79.94 65.15RT. 11+84.94 65.23RT. CL STATION f OFFSET 12+94.34 1296RL 12+99.34 12.88RL 13+04.34 12.62RT. 13+09.34 12.2ORT. 13+14.34 11.62RT. 13+19.34 10.86RL 13+24.34 9.94RL 13+54.34 3.89RT. 13+59.34 2.96RT. 13+64.34 2.21RT. 13+69.34 1.62Ri. 13+74.34 1.2ORL 13+79.34 0.95RT. 13+84.34 0.86RT. C_ STATION CL OFFSET 17+51.69 3.00RT. 17+56.69 2.94RT. 17+61.69 2.73RT. 17+66.69 238RT. 17+71.69 1.9ORT. 17+76.69 1.27RT. 17+81.69 0.5ORT. 18+11.69 4.5OLT. 18+16.69 5.251_1 18+21.69 5.88LT. 18+26.69 6.36LT. 18+31.69 6.71LT, 18+36.69 6.92LT. _.18+41.69 7.00LT. w 344 -- - w w - - -� Iw -344 Gn F9 Z z 342 z 342 � �, ) INSTALL 41.631LF SEE ONSITE\ , OF 24" RGJ-RCP UTILITY PLAN 340' ®o.is7 340 „y AA SECTION "AA" _ 06-�� r 2 SCALE: 1"=30' HORIZONTAL Know what's below. 1'=3' VERTICAL Call before you dig. -- - 1 366 - - - 364 ------ 362 ----- =, 360 ---- 358 i -__ 356 ----- 354 352 ----- - 350 - 348 1 3-- 346 c�m m a� ! M 344 w> w z Z w 342 --- 340 338 19+00 ASHE ROAD SEE SHEET 2 368 366 364 362 360 358 356 oz o0 �� 00 w m T o N F- ++ z II II N \ n II > II ,n j°M1 f _______________ _J , N ULL_ (� I1 (Oi 1 a �❑ Z O\i.I w,J : !hW 10W I 11 c[ 1sCj} f '-cO JJ li __-____-_w JJ I SEE GRADING P S y. O I I t I - W i I d ow o W SEE GRADING LAN FOR yy 4 BEE GRADING PLAN FOR ��� o 15°' LAN FOR N Y pw - ONSITE IMPROVEMENT �l �w �-' m '� al" o� a ONB�TE IMPROVEMENT �o �,W o4 oLL - s� _ _ '`� �� i it v. ,os ow`} .� 58.5 •' m�/w�ori �.ri cd w.0 � m� to ��-ONSITk IMPRQViEMENT <� _ P cx r�l�++..OUvi< �...i c� I��w z J i - a Inh o M� ¢I X <d - mw rm nj�T O¢++� ++ orn -`++��� wrm %I 1"gI_+.+I o��'n' d ''rri tn� w+� zm+°+° m mm.�o���n ,n,n '? it ++ ++ oh NK �.....� MM i ' •OOW M¢] j �� a0'[O UW V�c9 < d ce w m ¢ 4 �� 14 ._ 1 �� hh - e mo r:vm A 7 1 �����_-___ sza 2 g7. o JS 1�', z rncmoiw <6oiN r NN NN Ci x � 1 } __ `7 35H gLIPI 1 o f2 =- � - '. _ - '- ,�"�__ __ -hl __ ___ _-__ __ _- _____ "sa o w �mm il�,ln d.;'i z 777 i A _ - <n 5 7 -r �'""'-L2 R� _ �C(ERRRq of----- �_�,17' __..- -�` 1 �4_-may-- - -- -- -- - -- c' _ >r SEE NOPE G ---"- - -Y. __r_ �_______ ____r___ h ______________________ o --------DATA ND. 1 P J .. A f 'l w _.-_ _ _ ° . SEE TAPER ;>� �7r._ r 3 _ __________________________ _ __ _ ___ - - --.. - _- ------- N---------- ,' 5 8 - 4 m en1; fi DATA NO2 �'. E '1I - --- - --- ----- 11------------------- ------ ---------------- (E) MEDIAN CURD ed ee Ld I � z ______LLT w _ o rn 6 11+00 �' jam- �- 11-=- z - ,/ ` AP-SAWCUT LINE 14+00 w i- v� 1/ / ¢ a a 72+00 c �' 13+00 _� m- 16+00 JJ�G/ Jw / 0 2 m o N �-- STA. 18+1611, O.L 44.82LT. � � -�- T ✓+ 589'04'51"E / 15� _ �_} 'h_ 17+00 F w 589'G451*E 73.13' / F '--'-- �---- U o v N'° a,r+i 720.03' wM ���- ._ rno 18+0 -_ Pp I rL-->lr__" .J ,ri oi_ _ _ z J �' , - -_ --o _.._.._._.. -0, ¢ m � -� x _.- B.C. �i nn�L�-�j w ¢ v --.-...-. GUo U 2-.- -----,.;I ,.- �Q STA 17+2003, C. of STA. 18+11.37, CL F- 3 1 Y of 1_ __ - .... .. ______ __ - ._. __ ---------------------------------------------- ___________________ _ -1� g �� old - - N O LL � NN_ I N I - -- M�-- O N v INTERSECTION-- ---- w t PANAMA LANE STA. 18+46.31, C.L. m11 (STREET IMPROVEMENT) (STA. 10+00.00 C.L. TO STA. 18+46.31 C.L.) o� SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL 354 10+00 11+00 !!11'11111 13+00 STREET CONSTRUCTION NOTES: 14+00 15+00 LEGEND AND ABBREVIATIONS ------------ OVEREX UNE ! O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. 12' WIDE CROSS GUTTER (E) (N) ! ® PROPOSED 6" CURB ONLY PROPOSED 6" CURB & GUTTER/ O STANDARD DETAIL ST -1. REMOVE (E) MEDIAN CURB. ( ! PROPOSED GRATE INLET 1 {I BACK OF WALK 0/X OVER -EXCAVATION REPLACED AS NECESSARY. ROLL CURB -SEE PLAN SEE EASEMENT LEGEND SCHEDULE SWR=SEWER DW=DOMESTIC WATER 19 NAIL AND TAG MARKED LS. 4383 AFTER CONSTRUCTION. 31 EP EDGE OF PAVEMENT FF FINISH FLOOR ------- CENTERLINE OF STREET O REMOVE (E) SIGNAGE/TRAFFIC SIGN. ITEM OF WORK -SEE SCHEDULE PANAMA LANE PAVEMENT: TC FL TOP OF CURB FC FINISH CONCRETE FLOWUNE G.B. GRADE BREAK A ❑ PROPERTY LINE / RIGHT-OF-WAY (u40i SAWCUT (E) E.P. 2' BACK ON MEDIAN CURB, I' BACK NOT USED. 0.45' A.C. OVER 0.45' AGG. BASE OVER 1.60' COMPACTED I ---------- CL CENTERUNE FG FINISH GRADE PROPOSED GRADE BREAK ARCO WESTERN ENERGY'KCY" ON GUTTER PAN OR AS DIRECTED BY ENGINEER. ® O.G. TO 95% RELATIVE DENSITY. I EL ELEVATION FP FINISH PAVEMENT ---------------StTE SAW CUT 7� v REMOVED (E) CURB &GUTTER, MEANDERING AND/OR ® CONCRETE ME ME MATCH EXISTING SCO SEWER CLEANOUT r. PROPOSED FIRE WATER LINE REGULAR SIDEWALK. "M" 3PAVEMENT., 0.50' AGG. BASE OVER 1.50' COMPACT IMPROVEMENT ENr LS. LANDSCAPING AREA SWR SEWER WATER LINE g O CONSTRUCT (N) TYPE MEDIAN CURB PER C.O.B. -- - ----- SEE SEP. PLANS. DWR DOMESTIC WATER w PROPOSED DOMESTIC STANDARD DETAIL ST -2 (PROPOSED). ( ) O.G. TO 95% RELATIVE DENSITY. FC FINISH CONCRETE FYlFt FIRE WATER PROPOSED STORM DRAIN LINE O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. ©9 EXPAND SIDEWALK TO MAINTAIN CLEARANCE FOR UTILITY POLE. SO (E) BOWLINE INV. INVERT -' a PROPOSED SEWER LINE STANDARD DETAIL ST -5 ON SHEET 5. �g (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 FlNSIHED ! O ¢ o - -- - CURD AND GUTTER 1 1 0.45' A.C. OVER 1.35' AGG. BASE OVER 0.70' COMPACTED •- N Z� I---- - XEP M � - d O.G. TO 95% RELATIVE DENSITY. .�..�� F��mR� APE ROXIMATE Fl (SHED E CEN E GRD 7E UN �J -T- x MANHOLE TE TRASH ENCLOSURE a 17-' I � O O O rn o +1 w Og j w TO NEW LOCATION WITH OWN POST PER C.O.B. STANDARD. I� (E) GROUND TOC TOP OF CURB XFP (E) FINISHED PAD "__"" =- _ - w _ mca In ------ I I ------"_ CONSTRUCT ADA RAMP PER CALTRANS LATEST REVISED STD. o� ! ww y --- m N -- -- ---- _ w PLAN A88A CASE "A" - SEE DETAIL "1" ON SHEET 5. -�- �i----I 7---- i" 06�L EXIST. GRADE ELEV. (E) GAS LINE 11 :__ _tc -(-�- 0.375% DIRECTION AND PERCENT OF SLOPE --______.__.__ _--____-- (E) JOINT UTILITY UNE ® INTERSECTION TO BE SIGNALIZED - SEE SEPARATE TRAFFIC FOR DRAINAGE `?J -- - _- -- (E) ELECTRICAL LINE1© RELOCATE (E) TRAFFIC SIGN. - - - --. ----' {�(---�--- ---- (E) SURVEY MONUMENT AS DESCRIBED 0.22% MONUMENT SIGN -SEE ARCHITECTURAL PLANS. - - (E) TRAFFIC SIGN (E) FIBER OPTIC LINE 13 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 1 I I _ _- i I - - - !----1- I ! R1-1 (N) STOP SIGN -SEE ONSTE �- GRADING PLAN. (E) - � E RB & GUT SIDEWALK -TOS. __ -�-- 5--0.22% - _-- - -'- Sr -r -0.20% L-__.__ 1© _tS==020%__ -_ S --R247 -' (E) SEWER CLEAN OUT °"- ` --_-' (E) BARBED WIRE FENCE PROPOSED NORTH FL WLINE I ! I REMOVE (E) LANDSCAPE PROPOSED N Pri FLOWLIN - ---- (E) JOINT UTILITY TRENCH 1 z� �-�O - I j 1 1 I ( (E) CURB &GUTTER !SIDEWALK j I TO REMAIN INTER I AND TO REMAIN_ MW 354 10+00 11+00 !!11'11111 13+00 STREET CONSTRUCTION NOTES: 14+00 15+00 LEGEND AND ABBREVIATIONS ------------ OVEREX UNE 1� O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. © REPLACE GREEN LANDSCAPE 'NTH LIKE -KIND HARDSCAPE. (E) (N) EXISTING TP TOP OF PAVEMENT NEW TO TDP OF GRATE ® PROPOSED 6" CURB ONLY PROPOSED 6" CURB & GUTTER/ O STANDARD DETAIL ST -1. REMOVE (E) MEDIAN CURB. ®(E) <C 2" IRON PIPE MONUMENT TO BE REPLACED WITH CONCRETE m I PROPOSED GRATE INLET B/W BACK OF WALK 0/X OVER -EXCAVATION REPLACED AS NECESSARY. ROLL CURB -SEE PLAN SEE EASEMENT LEGEND SCHEDULE SWR=SEWER DW=DOMESTIC WATER 19 NAIL AND TAG MARKED LS. 4383 AFTER CONSTRUCTION. 31 EP EDGE OF PAVEMENT FF FINISH FLOOR ------- CENTERLINE OF STREET O REMOVE (E) SIGNAGE/TRAFFIC SIGN. ITEM OF WORK -SEE SCHEDULE PANAMA LANE PAVEMENT: TC FL TOP OF CURB FC FINISH CONCRETE FLOWUNE G.B. GRADE BREAK A ❑ PROPERTY LINE / RIGHT-OF-WAY ® SAWCUT (E) E.P. 2' BACK ON MEDIAN CURB, I' BACK NOT USED. 0.45' A.C. OVER 0.45' AGG. BASE OVER 1.60' COMPACTED I ---------- CL CENTERUNE FG FINISH GRADE PROPOSED GRADE BREAK ARCO WESTERN ENERGY'KCY" ON GUTTER PAN OR AS DIRECTED BY ENGINEER. ® O.G. TO 95% RELATIVE DENSITY. I EL ELEVATION FP FINISH PAVEMENT ---------------StTE SAW CUT 7� v REMOVED (E) CURB &GUTTER, MEANDERING AND/OR ® CONCRETE ME ME MATCH EXISTING SCO SEWER CLEANOUT r. PROPOSED FIRE WATER LINE REGULAR SIDEWALK. "M" 3PAVEMENT., 0.50' AGG. BASE OVER 1.50' COMPACT IMPROVEMENT ENr LS. LANDSCAPING AREA SWR SEWER WATER LINE g O CONSTRUCT (N) TYPE MEDIAN CURB PER C.O.B. -- - ----- SEE SEP. PLANS. DWR DOMESTIC WATER w PROPOSED DOMESTIC STANDARD DETAIL ST -2 (PROPOSED). ( ) O.G. TO 95% RELATIVE DENSITY. FC FINISH CONCRETE FYlFt FIRE WATER PROPOSED STORM DRAIN LINE O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. ©9 EXPAND SIDEWALK TO MAINTAIN CLEARANCE FOR UTILITY POLE. SO (E) BOWLINE INV. INVERT -' a PROPOSED SEWER LINE STANDARD DETAIL ST -5 ON SHEET 5. �g (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 FlNSIHED XFC (E) FlNSIHED CONC, W/W WALKWAY(E) - -- - CURD AND GUTTER 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 - O.G. TO 95% RELATIVE DENSITY. 31 O RELOCATE (E) TRAFFIC SPEED LIMIT SIGN ON STREET LIGHT M.H. MANHOLE TE TRASH ENCLOSURE --- ---- ---- (E) STORM DRAIN LINE Og (E) UTIL11Y POLE TO BE RELOCATED BY OTHERS. TO NEW LOCATION WITH OWN POST PER C.O.B. STANDARD. XC (E) GROUND TOC TOP OF CURB XFP (E) FINISHED PAD "__"" =- _ - -- (E) SEWER LINE CONSTRUCT ADA RAMP PER CALTRANS LATEST REVISED STD. ® CONSTRUCT 6" CURB PER DETAIL 2 ON SHEET 5. ��,�,� 567 FL PROPOSED GRADE ELEV. -- -- ---- (E) DOMESTIC WATER LINE 10 PLAN A88A CASE "A" - SEE DETAIL "1" ON SHEET 5. ® NOT USED. i" 06�L EXIST. GRADE ELEV. (E) GAS LINE 11 OFFSITE BOUNDARY OF A.C. PAVEMENT. 0.375% DIRECTION AND PERCENT OF SLOPE --______.__.__ _--____-- (E) JOINT UTILITY UNE ® INTERSECTION TO BE SIGNALIZED - SEE SEPARATE TRAFFIC FOR DRAINAGE `?J -- - _- -- (E) ELECTRICAL LINE1© RELOCATE (E) TRAFFIC SIGN. SIGNAL PLANS. (E) SURVEY MONUMENT AS DESCRIBED ® MONUMENT SIGN -SEE ARCHITECTURAL PLANS. - - (E) TRAFFIC SIGN (E) FIBER OPTIC LINE 13 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. ® (N) STORM DRAIN MH _ _- -_ (E) TELEPHONE UNE SEE ALSO STANDARD NOTE NO. 25 ON SHEET 1. R1-1 (N) STOP SIGN -SEE ONSTE �- GRADING PLAN. --- �-'�---- (E) OVERHEAD UNE 14 E STREET LIGHT TO BE RELOCATED BY OTHERS. (E) (E) SEWER MANHOLE(E) ---- - "-- - _- _-- EDGE OF PAVEMENT 1© (E) TRAFFIC SIGN TO REMAIN. -' (E) SEWER CLEAN OUT °"- ` --_-' (E) BARBED WIRE FENCE c) (E) TV CABLE BOX 16 REMOVE (E) LANDSCAPE - ---- (E) JOINT UTILITY TRENCH A EXISTING WATER VALVE ------------ OVEREX UNE 1� ADA ENTRANCE SIGN -SEE ONSITE GRADING PLAN, 1> 1\ EXISTING FIRE HYDRANT L2 S87 5503"E 71.82' ® S87'53'59"E �- PIPE SIZE 18 PORTON OF MEANDERING SIDEWALK TO BE REMOVED AND 104.69' PROPOSED GRATE INLET a"s- unuTv 104.69' REPLACED AS NECESSARY. Oj SEE EASEMENT LEGEND SCHEDULE SWR=SEWER DW=DOMESTIC WATER 19 (E) CURB &GUTTER AND SIDEWALK TO REMAIN. 82'20'43" ON SHEET i DRN=DRAIN FW=FIRE WATER 2000.00' 45.68' ® ITEM OF WORK -SEE SCHEDULE G= GAS ®0 REMOVE AND REPLACE (E) CURB RETURN AND ADA RAMP. A ❑ MONUMENT -SEE LEGEND SCHEDULE SECTION DESIGNATION: 21 NOT USED. ON SHEET 1 SECTION LETTER ® ARCO WESTERN ENERGY'KCY" A ® (N) STORM DRAIN SYSTEM -SEE ONSITE UITUTY PLAN. 18X-22 (PLUGGED) RE -ABANDONED -_ 2 8/18/2005 SHEET WHERE SECTION IS SHOWN ® (E) STREET LIGHT TO REMAIN. aRELOCATED (E) STREET LIGHT ® CONSTRUCT MODIFIED V -GUTTER PER STREET SECTION. LINE TABLE UNE BEARING LENGTH L1 S87°53'11"E 70.15' L2 S87 5503"E 71.82' L3 S87'53'59"E 75.73 L4 S8753'59"E 104.69' L5 SBT53'11"E 104.69' L6 58753'59"E 92.22' L7 S86 -27'51"E 18.74' CURVE TABLE NO. LENGTH RADIUS TANGENT DELTA 13+93.83 31.73' 20.00' 20.32' 90'54'03" Q2 30.68' 20.00' 19.28' 87.53'11" 0 31.53' 20.00' 20.11 90.18'53" ® 28.74' 20.00' 17.49' 82'20'43" 05 91.34' 2000.00' 45.68' 02-37'00- 16+00 17+00 R/W VARIES CE PANAMA LANE/ "_st PROJECT BOUNDARY j (EO R) PAVEMENT ! EMAIN VARIES A SECTION W NO SCALE TAPER DATA N0. 1 CE STATION (� 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 54.78LT. 14+53.83 53.97LT. 14+58.83 53.35-7. 14+63.83 52.9011 14+68.83 52.63LT. 14+73.83 52.54LT. TAPER DATA NO. 2 CL STATION CE OFFSET 17+26.11 58.41 LT. 17+31.11 58.34LT. 17+36.11 58.12LT. 17+41.11 57.75LT. 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 48.11 LT. 18+11.11 47.89LT. 18+16.11 47.82LT. 18+00 o F26 368 366 364 362 360 358 356 J 354 19+00 SEE ONSITE OF19TE STREET IMPROVEMENT IMPROVEMENT PLAN 72.23' (E) R/W I \VARIES 1 < 1 I¢ z i 6' 1 VARIES 2' 1' lir IW L S fit' -f0' N 2'J i o z � a ? M 41 9- MAX �I 2az o NPs (E) PAVEMENTI 77 (N) MODIFIED V -GUTTER✓ 'E9'-� (E) C/G AND MEANDERING S/W TO BE REMOVED AND REPLACED B SECTION "B" 3 NO SCALE Vp,OFESS/.7F,r s Know whars below. r - Cali before you dig. s- OG -r7-.2.0 S9 5 ____—____..______-1--__—_--__._ > T -__- r r gat` _ I -I _�-- - - — - - _ — ---- _ x 4 S2 i ^N J S2 2 01-1 ` S6 TYP. --F iwl BEGIN (N DETAIL 12 00 BEGIN REMOVAL E DETAIL 12 �y STA. 16+05.50, C.L 21.04LT. w ¢z 0j STA. 15+28.94, C.L 20.66LT. BEGIN N) DETAIL 38 ++ A.P.-(N) DETAIL 12 0o d I "I STA. 16+05.50, C.L 9.OgLL (N) DETAIL 12 STA. 17+55.52, C.L. 21.04LT. ww ti E %� - 38 13+00 — l� (E)- MEDS {X)RB� l� 16+00 \�\ VAVizi i\VA`ee�VA DE\4$\AV`AAS22?.A2eAAA'e�2A�Y>.AAA��eAA`'�iiAA`F`eTeYAAe4clV'IRVAV!>rt�AA\i+IAAV — _ _ �- - -- S7 14+00 EMAIN _ _ }_99 S9 4-7 C p END 117+51.50, 7..029LT. l_ n 3 R4 7�ON1 3 _ _ n 17+00 w L C16+ TAI N .�• ON WAY S9 DETAIL - - — -I _ 19+00 - - - _ - R2 1 S1 TYP. (N) DETAIL 38 3 / w < 15 BEgN REMOVAL E DETAIL 39 �� -- N07 A SUN CK RQ+IE '/'� SPEm LMT 5N BEGIN N DETAIL 38 M3EGIN -- — �ia I .' ,_ a END NDETAIL 38 10.41R . (N) DETAIL 36 S7 TVP. ®e- $7® _ _ STA. 71+01.93, C.L.C49.ONT. iv 1 STA. 13+84.40, C.L. 1287RT. STA 15+29.96,C L 7 STA. 16+05.50, GL 6.95LT. ++ BEGIN N DETAIL 39 m - m -� - - -' _ -END N DETAIL 39 s\\�\\�\\����\\�'\ ciU BEGIN fiEMOVAL E DETAIL 12 1 6 1 II STA. 11+84.94, C.L. 48.23Ri. S1 o STA. 12+84.73, C.L.48.23RT (E) DETAIL 12 S2 END REMOVAL (E) DETAIL iZ S2 (E) DETAIL 12 0 o E TRAFFIC SIGNAL m STA. 15+30.35, C.L 2242RT. o () BEGIN N DETAIL 38 o z F oo END N DETAIL 38 STA. 18+05.47, C.L. 21.OSRT. g S WITH STREET LIGHT - STA. 71+84.94, GL 53.23RT. NOT A IRJCK ROU, DETAIL -(NY DE AIL 38- ND PRRKING� 1�ND REMOVAL () DETAIL 3T. 8 SB Si S4 B 25 19 S9 S6 52 I 3 ��� _.. Sta as as ate. sig. sem. 15- OP MING____ -31 _ �_ ®. IND IREASSiNG/DUhIPING R2�A - - SoEFNO 12 R26 CC (E) R/W- RBl( --- W AND- A PROJECT BOUNDARY PROEC /NDARY 3 _e- __ R1 1; ----------------------------------- ------------ SEE - ___------ _____ ____ SEE GRADING PLAN FOR+ SEE GRADING PLAN FOR ri r SEE GRADING PLAN FOR nT 1 ONSITE IMPROVEMENT 1 T T f I 1 i t � ONSITE IMPROVEMENT ONSITE IMPROVEMENT 1 11 I li PANAMA LANE ASHE ROAD SEE BELOW (STRIPING PLAN) ASHE ROAD (STA. 10+00.00, C.L. TO STA. 18+60.62, C.L.) SEE ABOVE SCALE: 1" = 30' HORIZONTAL i '---------------- — — __ — — — — — _ — __ _ ,..., \H I "3AJCERSRELf <Y7Ili Mh=86V.4Cr "�S I I I 1 i i i I I I 1 III I I 1 - __ 1 _ A _ - - - - - p7 ( - i _ --------- Y A ' M 1 3 11 F) "BAKFRSnFLo" S1 S1 (E) R/W HOVE(S) SIGN 11 - -- __ R1-1 N FLOWUNE _ 3 (E) TRAFFIC SIGNAL —� N A -_ --_ _ _ - -. STA TF �pRId `� 1 1 EN —� -� N _ (E) R/W 15 S°dU11 _�. D REMOVAL (E) DETAIL Z7B r W/ STREET LIGHTS '- -- 1 (N) FLOWUNE -- S1 r 1 _ _ (N DETAIL 38 - -- " 1 _ .__ _ --_ -- - - STA. 78+18.21 08, zm I � ) R26 NO PARKI lG NWGE -1 NU PARdIPIG/ _. a< I (N) CNC. GUTTER LIP �a tici 1 S2 36 S6 TVP.(N) DETAIL 39 S1 BEGIN REMOVAL E DETAIL 278 R25�8�1 - U-3 SIGIHAL LIGHT -:>•_ r z o — STA. 13+92.16, C.L.49.44LT. 2 - o z I g b (N) CNC. GUTTER UP F= M gg o ^ S2 BEGIN N DETAIL 38 SZ N) DETAIL 39 < t U o o I ENO N DETAIL 38 END REMOVAL E71)"" AI276' END N DETAIL 38 I M og STA. 13+13.45, C.L. 54.89LT.®BEGIN N DETAIL 1- - C.Le53.36LT. STA. 14+73.82 C.L 47.72LL -- STA 17+25.90, C.L 46.47LT. STA. 16+21.37, C.L 48.58LT. I BEGIN N DETAIL 39 4 BEGIN N DETAIL 39 TVP. STA. 13+13.36, C.L 50.89LT. END N DETAIL 39 '® z dd STA 13+8699 C.L.4936LT BEGIN REMOVAL E DETAIL 278 S2 END N DETAIL 39 Si _ STA. 77+25.83, C.L. 42.41LT. ,i _ STA. 15+45.59, C.L. 46.43LT STA 16+21.28, CL 4458LL (E) DETAIL 12J i 11+00 12+00 PROJECT BOSINDA�{� L_ 13+00 �/� 14+00 (E) MEDIAN -- _ -_— S89'04'51"E _ _-- _ _- _ 15+00 3 +oo`L (E) TRAFFIC SINAL _— --_ _ W/ STREET LINTS � �� 17 PANAMA LANE F L-02'37'00 T=45.6837; R=2000.00 L=91.34' (STRIPING PLAN) (STA. 10+00. 0, 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) STRIPING TO BE REMOVED. (E) EXISTING TP TOP OF PAVEMENT PROPOSED C CURB ONLY O STANDARD DETAIL ST -i. ® (E) 2" URN PIPE MONUMENT TO BE REPLACED WITH CONCRETE (N) NEW TG TOP OF GRATE PROPOSED 6" CURB & GUTTER/NAIL AND TAG MARKED LS. 4383 AFTER CONSTRUCTION. � CAL -TRANS TYPE IV ARROW B/W BACK OF WALK 0/X OVER -EXCAVATION ROLL CURB -SEE PLAN 2O REMOVE (E) MEDIAN CURB. LEFT OR RIGHT AS APPLICABLE EP EDGE OF PAVEMENT FF FINISH FLOOR - - CENTERLINE OF STREETPANAMA LANE PAVEMENT: TC TOP OF CURB FC FINISH CONCRETE -------___ PROPERTY LINE / RIGHT-OF-WAY OO REMOVE (E) SIGNAGE/TRAFFIC SIN. 0.45' A.C. OVER 0.45 AGG. BASE OVER 1.60' COMPACTED CAL -TRANS TYPE VI ARROW FL FLOWLINE G.B. GRADE BREAK SAWCUT E) E.P. 2' BACK ON MEDIAN CURB, 1' BACK O.G. TO 95% RELATIVE DENSITY. PROPOSED GRADE BREAK ® 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 M MATCH EXISTING SGO SEWER CLEANOUT PROPOSED FIRE WATER LINE 5 REGULAR SIDEWALK. O.G. TO 95% RELATIVE DENSITY. L.S. LANDSCAPING AREA SYR S� (E) EXISTING SEE �'• PSS DOUR DOMESTIC WATER PROPOSED DOMESTIC WATER UNE ® CNSTRUCT (N) TYPE "M" MEDIAN CURB PER C.O.B. g EXPAND SIDEWALK TO MAINTAIN CLEARANCE FOR UTILITY POLE. STANDARD DETAIL ST -2 (PROPOSED). FC FINISH CONCRETE FWR FIRE WATER PROPOSED STORM DRAIN LINE BC NEW SO STORM DRAIN S/W SIDEWALK O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. ® (E) OVERHEAD UTILITY UNE AND VAULTS 70 BE RELOCATED BC BEGIN CURVE XFL (E) FLOWLINE INV. INVERT PROPOSED SEWER UNE STANDARD DETAIL ST -5 ON SHEET 5. BY OTHERS. ADJUST TOP ON UTILITY VAULTS TO nNSIHED XTP E O' TOP OF PAVEMENT R/W RIGHT --WAY ---------- PROJECT BOUNDARY ® ASHE ROAD PAVEMENT: GRADE IF NEEDED. EC END CURVE XFC �E) FINSIHED CONIC. W/W WALKWAY E CURB AND GUTTER 0.45' A.C. OVER 1.35' AGG. BASE OVER 0.70' COMPACTED 3 RELOCATE (E) TRAFFIC SPEED LIMIT SIN ON STREET LIGHT NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS XEP (E) EDGE OF PAVEMENT O.G. ORIGINAL GROUND ------------------------ O M.H. MANHOLE TE TRASH ENCLOSURE (E) STORM DRAIN LINE O.G. TO 95% RELATIVE DENSITY. TO NEW LOCATION NTH OWN POST PER C.O.B. STANDARD. ALL PERMANENT PAVEMENT MARKINGS 70 BE XG (E) GROUND TOC TOP OF CURB O9 (E) UTILTIY POLE TO BE RELOCATED BY OTHERS ® CONSTRUCT 6" CURB PER DETAIL 2 ON SHEET 5. THERMOPLASTIC PAINT PER CALTRANS STANDARD XFP (E) FINISHED PAD (E) SEWER LINE a0616L PROPOSED GRADE ELEV. (E) DOMESTIC WATER LINE 10 PLAN PLAN RAMP PSEE DETTRAIL "'I" ON SSHEERALL STRIPING TOO SECTION 84, LATEST EDITION. ETT 5. S70 ® NOT USED.. SPECIFICATION EXIST. GRADE ELEV. (E) GAS LINE ® INTERSECTION TO BE SIGNALIZED - SEE SEPARATE TRAFFIC BE WATERBOVRNE PAINT. p3159 DIRECTION AND PERCENT OF SLOPE (E) JONT UTILITY NE 11 OFFSITE BOUNDARY OF A.C. PAVEMENT. SIGNAL PLANS. FOR DRAINAGE STRIPING NOTES: OO (E) SURVEY MONUMENT AS DESCRIBED (E) ELECTRICAL LINE1© RELOCATE (E) TRAFFIC SIN. ® MONUMENT SIGN—SEE ARCHITECTURAL PLANS. �— (E) TRAFFIC SIGN -- ----ro (E) FIBER OPTIC LINE Q CONSTRUCT 12' NOE CROSS GUTTER PER C.O.B. STD. ST -17. Si NEW PAVEMENT MARKINGS — SEE LEGEND ®. (N) STORM DRAIN MH (E) TELEPHONE LINE SEE ALSO STANDARD NOTE NO. 25 N SHEET 1. RI -1 (N) STOP SIGN—SEE ONSITE S2 (E) STRIPING TO REMAIN. —+— GRADING PLAN. (E) OVERHEAD LINE T4 (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 15 (E) TRAFFIC SIGN TO REMAIN. OPAINT 12" OMIT/CROSSWALK LINES USING © (E) TV CABLE BOX - (E) BARBED WIRE FENCE S4 THERMOPLASTIC PAINT PER CALTRANS STANDARD u 16 SPECIFICATION N SECTION 84, 2010 EDITION. �QROFEss/O4,q • EXISTING WATER VALVE (E) JOINT UTUTY TRENCH O REMOVE (E) LANDSCAPE EXISTING FIRE HYDRANT ------------ OVEREX LINE Q ADA ENTRANCE SIN -SEE ONSITE GRADING PLAN, S5 ENEp REMOVE (E) PAVEMENT MARKINGS. A. NEP), &2MFya; • ® PROPOSED GRATE INLETPIPE SIZE PORTION OF MEANDERING SIDEWALK TO BE REMOVED AND d -S- UTILITY 113 REPLACED AS NECESSARY. S6 (E) PAVEMENT MARKINGS TO REMAIN.i oz Oj SEE EASEMENT LEGEND SCHEDULE SWR=SEWER DW=DOMESTIC WATER . u ON SHEET 1 DRN=DRAIN FW --FIRE WATER 19 (E) CURB & GUTTER AND SIDEWALK TO REMAIN. 5 (N) MEDIAN CURB -SEE SHEETS 2 AND 3. ® ITEM OF WORK - SEE SCHEDULE G --GAS REMOVE AND REPLACE (E) CURB RETURN AND ADA RAMP. what's below. MONUMENT -SEE LEGEND SCHEDULE SECTION DESIGNATION,® S8 EXTEND (E) STRIPING AS NECESSARY TO LIMIT LINE. Know L ', oaf CA ON SHEET i SECTION LETTER ^��� FURNISH AND INSTALL NEW TRAFFIC SIGN aNOT USED. before you dig. ® ARCO WESTERN ENERGY "KCY" S9 PER C.O.B.STANDARD. II IBX -22 (PLUGGED) RE -ABANDONED 1---- ---- © (N) STORM DRAIN SYSTEM -SEE ONSITE UITUTY PLAN. O 8/18/2005 SHEET WHERE SECTION IS SHOWN 2 ® (E) STREET LIGHT TO REMAIN. PAINT RED CURB USING THERMOPLASTIC PAINT PER t -'3- RELOCATED (E) STREET UGHT CALTRANS STANDARD SPEancATIN ON SECTION 84, a;:;y '.. 1�., \ a.`� 3 ® CONSTRUCT MODIFIED V -GUTTER PER STREET SECTION. 2010 EDITION. )`4 CITY RECORDS NO: N o- Atom � V Qa 0 r7 ^o a t- rn 0 R m a � � \ OU J Q y W U m 00 � W m a�- �r N Az r r PQ �i LSXS� md® m 0 z� N 55 mm om 2S m� gmn a a F Z W Q W J 0 a. Z CZ dz °C a o � a o aff ir ~� WIRS M N LLIS LL O W 0) o r \— 8)"--(N) MODIFIED V—GUTTER $ (E) C/G AND MEANDERING S/W TO BE REMOVED AND REPLACED SECTION "A" 5 NO SCALE BOUNDARY/ OFFSITE STREET _) SEE ONSITE (U DAR IMPROVEMENT PLAN L IMPROVEMENT B SECTION "B" 5 NO SCALE SEE OFFSITE STREET IMPROVEMENT PLAN . ONSITE IMPROVEMENT w w ( i T � � VARIES 1 VARIES 72.23' o OIA ry SEE OFFSITE STREET IMPROVEMENT PLAN ONSITE IMI —(- CENTER SPACING 0.9" L/S L/S I Qp DIA 0 BOUNDARY/ ONSITE CONCRETE RAISED TRUNCATED RAISED TRUNCATED DOM (E) R/W PAVEM DETECTABLE WARNING SURFACE _ I 2' 2' VAR. VAR. 5.5' I VARIES i S/W L/S 1.5% MAX .5% MAX (E) PAVEMENT "�;"cti SECTION A—A MAx 1 CURB RAMP — DETAIL "1" 2.Y7 4 SCALE: NONE r \— 8)"--(N) MODIFIED V—GUTTER $ (E) C/G AND MEANDERING S/W TO BE REMOVED AND REPLACED SECTION "A" 5 NO SCALE BOUNDARY/ OFFSITE STREET _) SEE ONSITE (U DAR IMPROVEMENT PLAN L IMPROVEMENT B SECTION "B" 5 NO SCALE SEE OFFSITE STREET IMPROVEMENT PLAN . ONSITE IMPROVEMENT w w ( i T � � VARIES 1 VARIES 3 gygTc,n RETE (E) PAVEMENT h' PAVEMENT ENT (N) PAVEMENT 15�;tlD)EWAIEK MEANDERING (N) MODIFIED V—GUTTER TO PORTION OF (E) REMAIN C/G TO BE REMOVED C SECTION "Cu rj NO SCALE PROJECT BOUNDARY— CL ASHE ROAD VARIES (E) R/W VARIES ±57.8'-60' ±10.4'—±11.6' I VARIES A i 2-14' z J (E) PAVEMENT � (E) PAVEMENT I I TO REMAIN v¢i TO REMAIN SEE ONSITE IMPROVEMENT P74 PORTION OF (E) 6 MEDIAN TO BE REMOVED D SECTION "D" rj NO SCALE PROJECT BOUNDARY- Ij ASHE ROAD VARIES (E) R/W VARIES VAR._i VAR.1 AO w I ' z m2 (E) PAVEMENT 3 �¢ I 4 (E) PAVEMENT i SEE ONSITE TO REMAIN TO REMAIN IMPROVEMENT POR110N OF (E) MEDIAN TO BE PORTION OF (E) 19 REMOVED ( 6 MEDIAN TO REMAIN E SEC11ON "E" 5 NO SCALE ae amx � [u o� n°omo roax ant me rom A dDd bNb pe ASN' aro a+row •' � " . .. 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STANDARD COMBINATION SIDEWALK CnY or .D ST -5 CALP01 M .—� wer xams omNiuoa CASE A ,�(/, '�� 0.45• - 1.67' TO 2.35" TOP o OIA ry QO QO CENTER TO —(- CENTER SPACING 0.9" L/S L/S ® Qp DIA 0 i ? ONSITE CONCRETE RAISED TRUNCATED RAISED TRUNCATED DOM MAX. J Zt pgJ o PAVEM DETECTABLE WARNING SURFACE _ GUTTER 3 gygTc,n RETE (E) PAVEMENT h' PAVEMENT ENT (N) PAVEMENT 15�;tlD)EWAIEK MEANDERING (N) MODIFIED V—GUTTER TO PORTION OF (E) REMAIN C/G TO BE REMOVED C SECTION "Cu rj NO SCALE PROJECT BOUNDARY— CL ASHE ROAD VARIES (E) R/W VARIES ±57.8'-60' ±10.4'—±11.6' I VARIES A i 2-14' z J (E) PAVEMENT � (E) PAVEMENT I I TO REMAIN v¢i TO REMAIN SEE ONSITE IMPROVEMENT P74 PORTION OF (E) 6 MEDIAN TO BE REMOVED D SECTION "D" rj NO SCALE PROJECT BOUNDARY- Ij ASHE ROAD VARIES (E) R/W VARIES VAR._i VAR.1 AO w I ' z m2 (E) PAVEMENT 3 �¢ I 4 (E) PAVEMENT i SEE ONSITE TO REMAIN TO REMAIN IMPROVEMENT POR110N OF (E) MEDIAN TO BE PORTION OF (E) 19 REMOVED ( 6 MEDIAN TO REMAIN E SEC11ON "E" 5 NO SCALE ae amx � [u o� n°omo roax ant me rom A dDd bNb pe ASN' aro a+row •' � " . .. 'ad . a a�`Y�if IAV ty aLa r , i r � fgMk[6 mNMN14 Saa tbt � i � � mN86An# i MLbvL'+vP Ag' ,UmsM W.tr —mg ant i r . dA'miu r — #asw m moa.ronx° a�a.k.:..mwbrk° arte »mba as"atlra arewr�"eNetr aaw rmmaew grw.. �f m mM1NY aaa+w°a tl Nkam»' avu tl m adaeM aMmf bPW ceYF�' UNYM-1 a av awmwep �nmrrn�+am r"am ro m v:�' m'ds Om�' � aMlta' ?hle N(ffi�v6 �� a �r�, �.+• N� emn c 3ronmc yawnm�d, .vs.[ cb aprrtr a a mw SmM vawa maweeyar cayuEee,Au � K.N uFvbrer mur a cart waa ur L%P/y5f-aa.op 3 S.&yucb °aN anibutltl bN m v & °raeme N:Lar aao�aaxde m 9plWnwdara h' a+ 'hs ddra%l BP ASR L-13Am a �d of AR'bava M aMgaa 6 �tlNe *v tlAi MrY mrNm m?x,+yiwx,Jed de 5mb85pMGMae4Mwevuk fobmwf Asma"AG a/mJtl} E"mtr kN wA®r.m�42W uNSYm'+Wer+' ,mmbae hn me CVP Fryi+u x rte. seams N murteN w a» ea /Y�Na d ae wand sH 9ra N "f Jas erar A5 mi.A vtar M'vq .,.mom. r od aas+ve raNNrk,m,ay am. dA�+aoart oraY"ea A L'e"bk a�,nm.b/ be lw.Wtanwd, � ma tk° SAar a NN kr erFA kw.Aft zPtl &Aft dNres..mv r.m. e.aaa u .". PY,+rks AAs m mmaarmbm6Y b de 3xwa.5orcxow= mood amo. a�uNLgt aaiY ma � mM awgatlm maAa4A ). Y4+» Amd lM k w�°drW d 6r N ae aGvedn°aaroumb nbvN aM °Pf7wx Maras " 4amndgmPft 80' daN WNN R9' kLa.m.� az+'aN �aaaaa a sa':Moaa B Fgvmr jla �suNmts'�wubtNpe/amd ', riq+Mdv \k rai !°+ro�Nmr erbur°ANe ',. r�Nmmm ura mwa.ARrr N� %slims Vert ro9 bmlgMJvb:✓saM #W '. Msm/lalk inh °I,°www'm WtlKbY' bb @p £pyres sa s,"N bag mrowb am Nawb. a;Om Ygm are' sror:,d tlM 6ga+"�dHYa wsve Ora Rrytsenmt '. cw msPon m,YMmea+ W ka.� ro lM ^gPanJ �bg bna+r®�mrwor orr.w mama '� rA mo#nea° ardL mN ®am bro�No mrae a� � w og o!®ld a�m�ty tb 4oHan1'de ve of oM1Er-.ax �MmR"lmhN ap Y Mp519�amre5u�fur aWaPt mtxmfet Po b Mora Nbk CFy G¢w. 1L Arq"ifoB" tw k amr. ¢uGauY ed W,�a°Nv9�6oa YO Lob Fn9i . IE iv MY DPW.m su.m fLpNrvkN vyrw✓fP as /.F N.Jmwt a"hd®ffiA.aeXYW rarnf raLmaany kr IM '�. STANDARD COMBINATION SIDEWALK CnY or .D ST -5 CALP01 M .—� wer xams omNiuoa CASE A EXPANSION JOINT AT SIDEWALKS. CONCRETE WALK, 6" WHERE OCCURS. rl AGGBASE CLASS "3' CONCRETE (5 1/2 -- SACKS CEMENT PER YARD) 9' EXPANSION JOINTS EA. 30 WEAKENED PLANE M. EA. 15' POUR ON 12" SUBGRADE COMPACTED O.G. TO COMPACTED TO 90% RELATIVE 957 RELATIVE DENSITY DENSITY. 6" CONCRETE CURB 5 SCALE: NONE 06 -/t -2a • Know what's below. Call before you dig. NII ,�(/, '�� 0.45• - 1.67' TO 2.35" TOP o OIA ry QO QO CENTER TO —(- CENTER SPACING 0.9" i ® Qp DIA 0 00 0 O� RAISED TRUNCATED RAISED TRUNCATED DOM DOME PATTERN (IN—LINE) DETECTABLE WARNING SURFACE GUTTER TOP OF RAMP 4'-2" MINROUNDED----------- ZFLI,I%rUNI 1.5% MAX .5% 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. rl AGGBASE CLASS "3' CONCRETE (5 1/2 -- SACKS CEMENT PER YARD) 9' EXPANSION JOINTS EA. 30 WEAKENED PLANE M. EA. 15' POUR ON 12" SUBGRADE COMPACTED O.G. TO COMPACTED TO 90% RELATIVE 957 RELATIVE DENSITY DENSITY. 6" CONCRETE CURB 5 SCALE: NONE 06 -/t -2a • Know what's below. Call before you dig. NII