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HomeMy WebLinkAbout6.1-1691REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD WINDERMERE STREET TO BUENA VISTA ROAD 1`217/ /py DATE REVIEWED BY: 7V � % ASSISTANT PUBLIC WORK DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS FIDLER C 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.M., BEING APPROXIMATELY 50 FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION — 354.13 BASIS OF BEARINGS: THE BEARING OF SOUTH 89 °19'48" EAST ALONG THE CENTERLINE OF WHITE LANE AS SHOWN ON PARCEL MAP 11593 PHASE 1, RECORDED IN BOOK 55 OF PARCEL MAPS AT PAGE 95 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. Q MING'AVENUE O STORM DRAIN IMPROVEMENTS ARTERIAL STREET 2,905 of z w w w �- O o Q of 0.45' A.C. /0.45' A.B. Q �Lu TYPE "A" CATCH BASIN 1 EA. PROJECT = w�Of � o�w� z!U) >I STANDARD MANHOLES SITE O 51 -j L.F. TIE -TO EXISTING Co METRO STREET NAME SIGNS 1 EA. SEWER WHITE Q LANE EA. CAMPUS F- W > SAWCUT 3,548 PAR DRIVE K z STRIPING 7,343 800-HOUSE ui m 127 L.F. TYPE 3 BARRICADE DRIVE EA. o SOUTHERN PACIFIC LED STREET LIGHTS Q EA. RAILROAD 2 EA. WHEEL CHAIR RAMPS 4 EA. TIE -TO EXISTING ui > -N- I 14,701 S.F. I 4' WIDE DECOMPOSED GRANITE TRAIL 7,327 � NOTE: SIGN NUMBERS ARE FEDERAL CODE CONCRETE MOWCURB p IPANAMA LANE BY (CA). (CA) GRIND & OVERLAY 0.2' GRANITE VICINITY MAP NO SCALE BAKERSFIELD, CALIFORNIA MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. STREET IMPROVEMENTS INDEX 01 STORM DRAIN IMPROVEMENTS ARTERIAL STREET 2,905 L.F. 18" STORM DRAIN 98 L.F. 0.45' A.C. /0.45' A.B. 115,420 S.F. TYPE "A" CATCH BASIN 1 EA. 6" CURB AND GUTTER "M" 2,393 L.F. STANDARD MANHOLES 1 EA. TYPE MEDIAN CURB 5,031 L.F. TIE -TO EXISTING 1 EA. METRO STREET NAME SIGNS 1 EA. SEWER NOTES, STORM DRAIN NOTES & TRENCHING NOTES TRAFFIC CONTROL SIGNS 29 EA. SAWCUT 3,548 L.F. SEWER IMPROVEMENTS STRIPING 7,343 L.F. 15" SEWER MAIN 127 L.F. TYPE 3 BARRICADE 2 EA. LED STREET LIGHTS 4 EA. STANDARD MANHOLES 2 EA. WHEEL CHAIR RAMPS 4 EA. TIE -TO EXISTING 1 EA. 8' WIDE CONCRETE TRAIL 14,701 S.F. 4' WIDE DECOMPOSED GRANITE TRAIL 7,327 S.F. NOTE: SIGN NUMBERS ARE FEDERAL CODE CONCRETE MOWCURB 1,837 L.F. UNLESS OTHERWISE INDICATED BY (CA). (CA) GRIND & OVERLAY 0.2' GRANITE 1,120 S.F. INDICATES CALIFORNIA CODES ABBREVIATIONS TYPICAL ALL SHEETS UNLESS SUPERSEDED BY SHEET DEFINITION EX. EXISTING POVC POINT ON VERTICAL CURVE FUT FUTURE VC VERTICAL CURVE FG FINISHED GROUND BVC BEGIN VERTICAL CURVE FS FINISHED SURFACE EVC END VERTICAL CURVE FP FINISHED PAD FF FINISHED FLOOR PRC POINT OF REVERSE CURVE NG or OG NATURAL /ORIGINAL GROUND PCC POINT OF COMPOUND CURVE EP EDGE OF ASPHALT CONCRETE PAVEMENT MAX. ON THIS SHEET MAXIMUM AC TOP OF ASPHALT CONCRETE PAVEMENT MIN. MINIMUM AB AGGREGATE BASE TYP TYPICAL ASB AGGREGATE SUB -BASE EL or ELEV ELEVATION CL CENTERLINE BDRY BOUNDARY DWY or D/A DRIVEWAY OR DRIVE APPROACH RAD. RADIUS FL FLOWLINE L LENGTH GB GRADE BREAK AF ACRE -FEET TOG TOP OF GRATE /CATCH BASIN INLET SF SQUARE FEET TOC TOP OF CONCRETE LF LINEAR FEET CONC CONCRETE EA EACH BW BACK OF SIDEWALK CY CUBIC YARDS TC TOP OF CURB ESMT. R/W EASEMENT RIGHT BCR BEGIN CURB RETURN SD -OF -WAY STORM DRAIN ECR END CURB RETURN CB CATCH BASIN PI POINT OF INTERSECTION SWR SANITARY SEWER EC END CURVE MH MANHOLE BC BEGIN CURVE WTR WTR PIVC VERTICAL CURVE POINT OF INTERSECTION G GAS ICV IRRIGATION CONTROL VALVE REQ'D REQUIRED DESC DESCRIPTION TYP. TYPICAL HP HIGH PRESSURE ADD'L ADDITIONAL f APPROXIMATE TRANS. TRANSITION 0 Q 0 1, z BEGIN STATION J 60 +00.00 Q1 -- NORTHWEST CORNER SEC. 13, T.30S., R.26E., M.D.M. WINDERMERE .rRACr X223 -2 STREET M.B. ' 1 ' FIG' " (EXISTING) 19 - SHEET No. INDEX 01 TITLE SHEET O GENERAL NOTES, STREET NOTES, ASPHALT CONCRETE NOTES & STANDARD PLATES O WHITE LANE PLAN & PROFILE STATION 85 +78 TO 99 +50 ® WHITE LANE PLAN & PROFILE STATION 99 +50 TO 112 +90 05 WHITE LANE STRIPING & SIGNAGE PLAN, STRIPING NOTES & SIGN LEGEND 1 20 1 2 3 4 1 WHITE LANE PAVEMENT PLAN WEST OF WINDERMERE STREET STATION 83 +46.00 TO 85 +78.38 ® WHITE LANE SEWER PLAN & PROFILE LANE S 89`19'48" SEWER NOTES, STORM DRAIN NOTES & TRENCHING NOTES CD WHITE LANE MEDIAN & SAWCUT PLAN UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA F,p P� �i„ CpO�ND SER�ti�� DIAL TOLL FREE I- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG KEY MAP LEGEND QX SHEET INDEX NUMBER �- ~ DIRECTION OF DRAINAGE EXISTING MONUMENT + PROPOSED STREET NAME SIGN DO + EXISTING STREET NAME SIGN TRACT 6001 -C IN /LE3, 47, RC, 173 EXISTING IMPROVEMENTS, TYP. _ SUMP O U O 8 9. 10 � 11 1 \ EXISTING 13 I 14 \ 15 t,�, _ SUMP EXISTING MEDIAN I ---- ��_�__________ L WHITE LANE S 89 °19'48" E @PROPOSED MEDIAN — — — CIX 5 7 CB #1 I <� " FUTURE DEVELOPMENT' - WINDERMERE STREET (FUTURE) 51327 NORTH 1 /4 CORNER SEC. 13, T.30S., R.26E., M.D.M. 51326 "FUTURE RESIDENTIAL." PROPOSED LED STREET LIGHT WITH NUMBER EXISTING STREET LIGHT PROPOSED CATCH BASIN PROPOSED STORM DRAIN MANHOLE EXISTING CATCH BASIN do w a w U- 0 E 0 0 wOco LL O W F m p J z U a z W 0 W cwnmwvwww<-w Z F- 0 KJF00H F -W ZOa Z �zaw00 0 CU)MWZ0 j GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1- 800 - 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6 ". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8• ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS. /CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T -19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM- DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. COB ASPHALT CONCRETE PAVING NOTES 1 • ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92- 1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A A LIST OF AGGREGATE AND ASPHALT SOURCES. B DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY BEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION D -16 ® ST -1 D -18 CURB AND GUTTER (TYPE "A ", "B" AND "C ") ❑ ST -2 SEWER LATERAL MARKER COMMERCIAL DRIVEWAY -3 ❑ ST -3 -4 SIDEWALK SW ❑ ST -4 T -1 RESIDENCE DRIVEWAY STREET SIGN, POST TYPE ❑ ST -5 MISCELLANEUS SIGN DETAIL HOUSE NUMBER FOR CURBS -GB ® ST -6 105 +09.77 % PAVEMENT PATCHES T - 6 MAJOR STREET INTERSECTION EXPANSION FOR LEFT TC =56.87 DATED 1/11/99 AND RIGHT TURN LANES T -33 U 90-Zm w> °U)0 CONDUIT AND RIGHT -OF -WAY REQUIREMENTS FOR OFZW HQUQOW W v TC =56.98 f ❑ ST -7 C W U) 2 UQ Lu Z CROSS- GUTTERS 5.00' RT <JowoOao�� =Jww O 7.00' RT 105 +31.77 ❑ ST -8 7.00' RT 26 INCH PART CIRCLE CULVERT A p< Q O w> m AC =56.28 >> w�z�U) Z Z Q� Lij W w W > Q , U a TC =57.11 ® ST -9 H F_ p CL H U p w Q 2E STREET SPECIFICATIONS ® ST -10 STREET SECTIONS ❑ ST -10A STREET SECTIONS ® ST -11 STREET CROSS SECTIONS ❑ ST -12 ALLEY CROSS SECTION ❑ ST -13 SURVEY MONUMENT ® ST -14 "STREET LIGHT, MAST ARM TYPE ❑ ST -15 CUL -DE -SACS ❑ ST -16 STREET KNUCKLE ❑ ST -17 WIDE CROSS- GUTTER ® ST -2 MEDIAN CURBS (TYPE "M ", "M -1" AND "M -2 ") DATED 6/2/99 ❑ ST -19 HANDICAP RAMPS ❑ ST -20 PRIVATE STREET GATES ❑ ST -21 REFUSE CONTAINER PAD ® ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS DATED 1/11/99 "FIBERGLASS STREET LIGHTS NOT ALLOWED D -14 105 +29.77 CATCH BASIN, TYPE "A" D -16 TANGENT GUTTER DEPRESSIOl'IS D -18 105 +64.62 MANHOLE, TYPE "B" SW -1 SEWER LATERAL MARKER SW -3 PAVEMENT PATCHES SW -4 MANHOLE, TYPE "A" SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS T -1 AC =56.04 TC= 56.87 STREET SIGN, POST TYPE T -2 35'34'31" MISCELLANEUS SIGN DETAIL T -5 -GB ARTERIAL TRANSITION WITH BIKE LANES AT INTERSECTION CD wQ wp gw-cnz H 105 +09.77 % WITH ARTERIAL OR COLLECTOR T - 6 MAJOR STREET INTERSECTION EXPANSION FOR LEFT TC =56.87 U) N AND RIGHT TURN LANES T -33 U 90-Zm w> °U)0 CONDUIT AND RIGHT -OF -WAY REQUIREMENTS FOR OFZW HQUQOW W v TC =56.98 f FUTURE SIGNAL LOCATIONS DATED 7/97 CALTRANS STANDARD PLANS 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® RSP A88A & B CURB RAMP DETAILS - CASE A MEDIAN, TYP 105 +82.46 105 +82.20 7.15' RT AC =56.33 TC =57.16 J O o a- < J WHITE LANE SAWCUT LINE 106 106 +19.19 5.90' LT AC =56.45 TC =57.28 N-i 106 +33.99 8.15' LT 6.15' LT RAD =1' AC =56.40 TC =57.23 MEDIAN STATION AND GRADE DETAIL NO SCALE AC =56.18 TC =57.01 CURVE TABLE 105 +29.77 RADIUS LENGTH TANGENT 5.00' LT 105 +45.77 5.00' RT 105 +64.62 1.30' 7.00' LT AC =56.09 1.96' RT 60.00' RAD =1' TC =56.92 AC =56.15 TC =56.98 C3 60.00' 38.35' 19.85' 36'37'01" C4 AC =56.04 TC= 56.87 1.24' 0.64' 35'34'31" LLJ n� Z MZ0 c�n w�=Z°wz�w�-zOOw 105 -GB � n CD wQ wp gw-cnz H 105 +09.77 % AC =56.04 \ w ce) 06 oo¢Qwo 7.00' LT / TC =56.87 U) N zow�wow�Za Z = Q AC =56.15 U 90-Zm w> °U)0 AC =56.14 OFZW HQUQOW W v TC =56.98 f 105 +31.77 TC= 56.97 C W U) 2 UQ Lu Z O r 5.00' RT <JowoOao�� =Jww O 7.00' RT 105 +31.77 Zp2CJ C_n W= U W QZQ~O� >p RAD =1' 7.00' RT A p< Q O w> m AC =56.28 >> w�z�U) Z Z Q� Lij W w W > Q , U a TC =57.11 �O U E w � =TLlm0zH MEDIAN, TYP 105 +82.46 105 +82.20 7.15' RT AC =56.33 TC =57.16 J O o a- < J WHITE LANE SAWCUT LINE 106 106 +19.19 5.90' LT AC =56.45 TC =57.28 N-i 106 +33.99 8.15' LT 6.15' LT RAD =1' AC =56.40 TC =57.23 MEDIAN STATION AND GRADE DETAIL NO SCALE AC =56.18 TC =57.01 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 2.00' 1.30' 0.67' 37'10'46" C2 60.00' 38.21' 19.78' 36'29'06" C3 60.00' 38.35' 19.85' 36'37'01" C4 2.00' 1.24' 0.64' 35'34'31" 106 +54.87 9.55' LT TRANS. SAWCUT GB f I p U - paU W0 wOco 1 IW- O w H m° J 0% w Z H v r Z E LL N m W w Q F p ° ��F O��L}iz z co aQZV�z�w�o �� =wZ >�`�Q � tf1 ° Ow O W c6 6 r Z W K � Q� 0 0� W f=� J cn 2 Z_ m W Z _ O I\ <Zcn Co z > U ZOLL a�T-O, � <�VOW O w cn - C O Qo � = W z_ oz ~ U Z~ p U N X Z Y�23i6nmw ago O `� Q LLJ n� Z MZ0 c�n w�=Z°wz�w�-zOOw L_ LL J �Zg°%Qho oc rW Z=W0 � n CD wQ wp gw-cnz H Q N W (.c) = oo �¢ ° w W u)= w ce) 06 oo¢Qwo Z �O aw�Q��< po� U) N zow�wow�Za Z = Q w W `r' U 90-Zm w> °U)0 r N CO OFZW HQUQOW W v �N/ o I..L -m z LLj Z W W O W- Lu o N C W U) 2 UQ Lu Z O r Z <JowoOao�� =Jww O ��W=�ZQQOo Zp2CJ C_n W= U W QZQ~O� >p JO0-r w 0 w Z A p< Q O w> m L >> w�z�U) Z Z Q� Lij W w W > Q , U a �O U E w � =TLlm0zH H F_ p CL H U p w Q 2E 106 +54.96 3.00' LT BGN GRIND & OVERLAY 106 +55.07 4.43' RT 106 +35.09 5.79' RT 7.79' RT RAD =1' TRANS. SAWCUT/ GRIND & OVERLAY AC =56.66 ETC =57.49 NOTES: 1. SAWCUT 1' OFF PROPOSED MEDIAN OR AS DIRECTED BY CITY OF BAKERSFIELD ENGINEER AND MATCH EXISTING AC PAVEMENT ELEVATIONS. 2. GRIND AND OVERLAY SHALL BE 0.2' A.C. MIN. IN TURN POCKET. W z 0 > W w Q p �I W N w a z W } � m w w � g w U <n > LL W of o a x Q a p n Na M LEI > U o v> U � °- \�S�93� * SAP D U) Z O � Q U) CL c~n Q � > W Www� :Ezm� �JoW 0 F-w O Z U) < w w �z w oe-w uj � U) °z(D DATE 09/171201411 PA JOB No. 2750H SHEET i' 1 OF 7 SHEETS EXISTING IMPROVEM * SAWCUT AS SHOWN OR AS DIRECTED BY C.O.B. ENGINEER 0 �W wp m U0L" MoD Q U I' NOTE: SEE PLAN VIEW FOR EXISTING & PROPOSED MEDIAN CURB LOCATIONS SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS ST CL ES I VARIES I EP VARIES 55' -70' FL VARIES 48' -64' 11' TURN LANE WHERE OCCURS 1.5 % -3.5% ROUGH -/ GRADE LINE SEE PLAN VIEW FOR STRUCTURAL SECTIONS ST R/W I 12' WIDE 1 MUTLI USE TRAIL 5' yl 4' LS DG 8' CONC. 2% J J 0 00 0 19' TO 20 Q WHEN ADJACENT �1 TO RESIDENTIAL 1' BENCH -1 - %z '-- 6" TYPE "B" CURB & GUTTER. COMPACT UNDER CURB & GUTTER 6" MIN. TO 90% MAX. DENSITY (TYP.) 6 "x6" CONC. MOW CURB WHITE LANE WITH BIKE LANE STREET SECTION PER WMSP EXHIBIT 4 -5 LEGEND EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING STORM DRAIN MAIN EXISTING STORM DRAIN MANHOLE EXISTING WHARF HYDRANT EXISTING SEWER MANHOLE EXISTING SEWER MAIN EXISTING UTILITY POLE Q- OR EXISTING --6' HIGH SIGN BLOCK -(D- EXISTING STREET LIGHT WALL EX. 18" SD TO 2' BENCH EXISTING AT &T UNDERGROUND LINE EXISTING PG &E UNDERGROUND ELECTRICAL LINE EXISTING PG &E GASMAIN EXISTING TRAFFIC SIGNAL INTERCONNECT EXISTING OVERHEAD UTILITY LINE EXISTING WATER LINE EXISTING UTILITY BOX, TYP. (SIZE VARIES) EXISTING TELECOMMUNICATIONS MANHOLE EXISTING UNDERGROUND BRIGHTHOUSE FIBER OPTIC LINE OD RIGHT -OF -WAY CENTERLINE EXISTING EDGE OF PAVEMENT INSTALL "METRO" STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC SIGN PER CITY STANDARDS. INSTALL LED STREET LIGHT PER C.O.B. STD. DWG. ST -14. PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN PROPOSED SEWER MANHOLE (SEE SHEET 6) PROPOSED SEWER MAIN (SEE SHEET 6) ALL EXISTING FEATURES ARE HALF - TONED. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 47.27' 30.15' 90'16'58" C2 30.00' 46.98' 29.85' 89'43'02" CONSTRUCTION NOTES (SHEETS 3 & 4 ONLY) �J CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CONSTRUCT TYPE "M" MEDIAN CURB PER PROPOSED C.O.B. STD. DWG. ST -2 (DATED 6/2/1999) AND REPLACE A.C. PAVING TO CURB (SEE SHEET 7). ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE A. ® SAWCUT TO NEAT, CLEAN VERTICAL FACE AND REMOVE EXISTING A.C. THE EXACT LOCATION OF SAWCUT AND /OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER (SEE SHEET 7 FOR SAWCUT TRANSITIONS). �5 CONTRACTOR SHALL EXTEND EX. 12" PVC WATER MAIN AND RELOCATE EXISTING WHARF HYDRANT PER WATER COMPANY STANDARDS, COORDINATE WITH CITY OF BAKERSFIELD WATER RESOURCES DEPT. © CONSTRUCT TYPE "A" CONDUIT & CATCH BASIN PER C.O.B. STD. DWG. NO. D -14. M7 RELOCATE STUBS BEHIND CURB AS REQUIRED BY UTILITY COMPANY AND CITY ENGINEER. SEE UTILITY COMPANY PLANS. ® CONTRACTOR SHALL ADJUST MANHOLE TO GRADE. CONSTRUCT 12' WIDE MULTI -USE TRAIL, 4' OF DECOMPOSED GRANITE WITH 8' CONCRETE TRAIL. MATERIAL SPECIFICATIONS PER C.O.B. STD. DWG. ST -3. j_ ,101 CONSTRUCT TYPE M -1 TACK ON AND DOWEL MEDIAN CURB PER PROPOSED C.O.B. STD. DWG. ST -2 (DATED 6/2/1999). 11 GRIND & OVERLAY 0.2' MIN. A.C. IN TURN POCKET, ADJUST TO GRADES SHOWN ON SHEETS 2 AND 7. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW AND PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE SLOPES ARE BASED ON FLOWLINE LENGTHS. SEE LANDSCAPE PLAN & UTILITY COMPOSITE FOR MEDIAN LANDSCAPING CONDUIT. p U pUp W Ocn H aO W 0, 000J � W WzLLF uj fwn mw cnw u=j>_ uj OpHtri 04 �cxn2uj >mO0 CO LL °o� »a N W Z H O F- 0 L, T O w co o 0 a O Q' o Z U D z zp m W W ¢�O o (n W Y.1 U) ¢ZU W W� >0Uz2cnxw pwQ WW� W F-cn0 �= LL 0O z Q ~Fp2�0OW 0 ui Z o Q-� cnF J oo�¢wozo¢ ° z w¢� 0 0 z 0f O m p= U— U E Q W I-¢wFCn° a Zpwww W o ppz¢ o a Z a j 0< o O U x U W H z a 0 W ti ~?m'Sk -00w z W w O w d>QO°wv)�O cnLL, 1)ZMU) 0 w O 0 x t T~ = p 0cxnw =� z < 00o zpx(�UJ WS W Q¢ox >pJov� °uw¢°LU> CO > }w�; 5-) n - pw i mmo W wOQ CO W W U O w z Q w�- o =mLnxx0wwzp H F-0O-F 000 -'Q2 WINDERMERE STREET - - - - - (EXISTING IMPROVEMENTS) ����� r JJJ J �� JIM B, 417, P �. 17 3 EX. DRAINAGE BASIN I � Y >/ i I PER TRACT 5923 - - -- _ _ - -- - - -_- _ -- -- -- - - -- ` I 1I � 9 +27.89 48.00± LT . IMPROVEMENTS V MENTS - - - - - - - ---------------- \ / / EX. CB - Q- - - - , - -- - -- -- - -- - _.. Of - -- -- -- - -- - _ - -------- - - - - -- w r o - 98 +34.35 ` 36.00 LT d- 4 EX. 42" BV SEWER � 60 +00 � o 85 86 86 +44.84 87 88 � � gg 2 � � 4 w z - -- 90 91 92 TRUNK MAIN 93 Q1_ _ 94 95 96 2 8 I � -- - - - - - -- -- 2 4 _ - - - _ _ _ � 97 98 � 99 z I- =z 5 2 - -- - - - - - -- -- I — ,- = - -- -'I - - _; S 89 °19'48" E- - -- —I- - t------ =I,�_— — — _ - - -- -- - _ -T I - -- V) _CD -- - - - - -� �� - -- --�— �--- - CJ (n w� - - -- -- - ZT _ o -I !- �'��//���\ -- -- �- (n > r - _ -- EX 34" HP GAS MAIN 1 PG&E GAS ESMT PER oo (4) EX CONDUIT Q w -- -� - - -- --- �� - - -, �® - -- — - — -- - - -- -- — — — - -- — — — — — — — — — — — — �-- DOC No. 0203148941, O.R. � `� 1 - - 9 6 PVC STUBS07 _ CO I C2 3 9 - - _ -- - - - 3 C1 - - - - - - - - - 51327 - - - - - - - - - - - - 51326 - - - Q0 j J EX. R/W PER DOC. U m e- ° 0 4 (0 Z m n 06 + LO m w 19, > Q 0- o WINDERMERE cn_ STREET � (FUTURE) 356:...:...... EXIST /NG GROUND PROFILE AT ' 64' RIGHT OF CENTERLINE f 85 +00 J U w -H ry O 0 4 LO 2 M _N r\ (2) EX. CONDUIT PVC STUBS 07 NOTE: SEE TRAFFIC SIGNAL PLANS FOR CONDUITS AND BOX REQUIRED FOR SIGNAL. PROPOSED EX. R/W PER DOC. 6 HIGH BLOCK WALL n- No. 0207058434, O.R. Q cr_ TRACT l 2 5 41 O 0 4 ' FUTURE RESIDENTIAL" LO m 0 WHITE LANE cy). CONSTRUCT 0.45' A.C. PAVING OVER 0.45' CLASS II AGGREGATE BASE OVER 1.65' NAT. GRD. COMPACTED TO 95% MAX. DENSITY Ti =9 R =55 -N- HORIZONTAL: 1"=50' a 47.27' 2 PACBELL TELEPHONE LINE TON CURVE OD CONSTRUCT 13.84± L.F. 18" -1 C); U�N w ml Of 360 M °i TIE INTO FACE OF EX. CB J EX. 18" SD TO � EX. SUMP PER TRACT 5923 - CONSTRUCT 84.00± L.F. �� - -- - EX. BASIN -- - - - FLOOR 343.40'- co n z 1.CONTRACTOR SHALL CONTACT PG &E AND 358 POTHOLE EXISTING 34" GAS MAIN PRIOR TO 18" INV N= STARTING ANY CONSTRUCTION ACTIVITY. 349.23 l 2.CONTRACTOR SHALL POTHOLE ALL UTILITIES Lo c ;JO ENGINEER OF IF THERE ARE ANY 356:...:...... EXIST /NG GROUND PROFILE AT ' 64' RIGHT OF CENTERLINE f 85 +00 J U w -H ry O 0 4 LO 2 M _N r\ (2) EX. CONDUIT PVC STUBS 07 NOTE: SEE TRAFFIC SIGNAL PLANS FOR CONDUITS AND BOX REQUIRED FOR SIGNAL. PROPOSED EX. R/W PER DOC. 6 HIGH BLOCK WALL n- No. 0207058434, O.R. Q cr_ TRACT l 2 5 41 O 0 4 ' FUTURE RESIDENTIAL" LO m 0 WHITE LANE cy). CONSTRUCT 0.45' A.C. PAVING OVER 0.45' CLASS II AGGREGATE BASE OVER 1.65' NAT. GRD. COMPACTED TO 95% MAX. DENSITY Ti =9 R =55 -N- HORIZONTAL: 1"=50' a 345.00± No. 0207058434, O.R. -H rn N Ln m J J � w m 15' o - -- 36' �� - z II TMH= 353.2'± II II SID MH #1 II II I II 18" SD INV= II II 347.97 I I II II II II - LO Ln ro J zuz o�J w z U o r 7C!- POTHOLED X18" SD INV= ELEV. OF EX. 348.73± 34" HP GAS 18 " INV S= MAIN 347.76 346.6 0,_42" SWR INV= 329.54± APPRX. LOCATION OF EX. -- 2 PACBELL TELEPHONE LINE U) OD CONSTRUCT 13.84± L.F. 18" -1 CL -3 RCP w /RGJ + STORM DRAIN © 1.50% Q o0 °i TIE INTO FACE OF EX. CB J EX. 18" SD TO � EX. SUMP PER TRACT 5923 - CONSTRUCT 84.00± L.F. �� - -- - EX. BASIN -- - - - FLOOR 343.40'- ,% ___-- _ - - - -- 345.00± No. 0207058434, O.R. -H rn N Ln m J J � w m 15' o - -- 36' �� - z II TMH= 353.2'± II II SID MH #1 II II I II 18" SD INV= II II 347.97 I I II II II II - LO Ln ro J zuz o�J w z U o r 7C!- POTHOLED X18" SD INV= ELEV. OF EX. 348.73± 34" HP GAS 18 " INV S= MAIN 347.76 346.6 0,_42" SWR INV= 329.54± VERTICAL: 1"=2' - 46.98 STORM DRAIN SECTION o z0 nri ON CURVE N.T.S. r� �� a- F-� <� LO : LO I Cm w . 0 0 z ° 0 ry� Z +.¢ 00.0 � I 2 Z jmi ............ ..........LO....... ......... ............................ .............................. .............. ..........vi................... N M (0 +� ...... + 358 - N + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .cp . . . . . . . . . . . . . . . . . r : EXISTING GROUND PROF /LE FROM 54' : . . . . . f . . . . . . . . . . . . . . . . . . . . . EX /STING GROUND. PROFILE AT. 54.' . . . . . . . . . . . . . . . °' EX /STING CROUND PROFILE AT 48' I _ RICH T- TO �48':RIGHF OF- CENTERL /NE - - . RIGHT OF- CENTERLINE _ _ FIGHT OF CENTER/lNE . %W "t ................. ............................... u cn ....... ..../ ............. .... :. .............................. _. : < W 354:...:. . . . - DES /GN . . . . . . . . . . . . . . . . . . Tn 2n% d SOUTH FLOWLINE PROFILE -I(a6 U _ z O cry co rn LO U) O 0 w Z E � j M O Q > w _ Cfl (1) X O µ- Q W O LL Z < Q-' m N W cfl w (1) co Z N O 12foUN w Z � cP W o I..L� o O" L n N W a w O Z p IL c, m W W w co LLI w U- w a o a N a° M .Q _> v o� w V o o d� of oz o�5_ U) 4-m C) ►�l S Q o0 � �Q J M � U + cc) _jI I - CONSTRUCT 84.00± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 1.50% NOTES: z 1.CONTRACTOR SHALL CONTACT PG &E AND POTHOLE EXISTING 34" GAS MAIN PRIOR TO 18" INV N= STARTING ANY CONSTRUCTION ACTIVITY. 349.23 2.CONTRACTOR SHALL POTHOLE ALL UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY ;JO ENGINEER OF IF THERE ARE ANY DISCREPANCIES VERTICAL: 1"=2' - 46.98 STORM DRAIN SECTION o z0 nri ON CURVE N.T.S. r� �� a- F-� <� LO : LO I Cm w . 0 0 z ° 0 ry� Z +.¢ 00.0 � I 2 Z jmi ............ ..........LO....... ......... ............................ .............................. .............. ..........vi................... N M (0 +� ...... + 358 - N + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .cp . . . . . . . . . . . . . . . . . r : EXISTING GROUND PROF /LE FROM 54' : . . . . . f . . . . . . . . . . . . . . . . . . . . . EX /STING GROUND. PROFILE AT. 54.' . . . . . . . . . . . . . . . °' EX /STING CROUND PROFILE AT 48' I _ RICH T- TO �48':RIGHF OF- CENTERL /NE - - . RIGHT OF- CENTERLINE _ _ FIGHT OF CENTER/lNE . %W "t ................. ............................... u cn ....... ..../ ............. .... :. .............................. _. : < W 354:...:. . . . - DES /GN . . . . . . . . . . . . . . . . . . Tn 2n% d SOUTH FLOWLINE PROFILE -I(a6 U _ z O cry co rn LO U) O 0 w Z E � j M O Q > w _ Cfl (1) X O µ- Q W O LL Z < Q-' m N W cfl w (1) co Z N O 12foUN w Z � cP W o I..L� o O" L n N W a w O Z p IL c, m W W w co LLI w U- w a o a N a° M .Q _> v o� w V o o d� of co Z 0 w DATE 10/14/2014 PA JOB No. 2750H SHEET 3 OF 7 SHEETS U) C) Q � J � z w WWW� �zm0 0 ;JO W B 0 ~w� � � 0. Z Z> U:) W � w w W � W U) Z co Z 0 w DATE 10/14/2014 PA JOB No. 2750H SHEET 3 OF 7 SHEETS EP EXISTING IMPROVEMENTS ST ST CL RAW * SAWCUT AS SHOWN OR AS VARIES 55-70' DIRECTED BY C.O.B. ENGINEER FL VARIES 48' -64' I 0 �w � 0 �Q�U VARI *1' NOTE: SEE PLAN VIEW FOR EXISTING & PROPOSED MEDIAN CURB LOCATIONS SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS VARIES 0' TO 46' F- RIES a Of a ~ *2' -4' *1' a1.5 7-3.590 ROUGH -J GRADE LINE SEE PLAN VIEW FOR STRUCTURAL SECTIONS 12' WIDE 1 MUTLI USE TRAIL 5' � 4' LS DG 8' CONC. 2% J -1 0 Qo 19' TO 20' WHEN ADJACENT --� TO RESIDENTIAL I 2% 1' BENCH -6' HIGH BLOCK WALL 2' BENCH __-6 "x6" CONC. MOW CURB 6" TYPE "B" CURB & GUTTER. COMPACT UNDER CURB & GUTTER 6" MIN. TO 90% MAX. DENSITY (TYP.) WHITE LANE WITH BIKE LANE STREET SECTION PER WMSP EXHIBIT 4 -5 TR,\CT 5928 -r IM .). 415, PC, 1 J 4 27 26 I 25 I 24 23 I EX. 42" BV SEWER 1 TRUNK MAIN 1 Z_ F- in m W - `n 100 - 2 101 - 102 - W U V) Q W Ljj c) -0 Lnn °�° CN 1 EX. 34" GAS LINE I` 22 N.T.S. BAY TAPER DATA No. 1 STATION OFFSET FROM CL TO CURB 102 +90.46 48.00' RT 102 +97.96 48.17' RT 103 +05.46 48.69' RT 103 +12.96 49.55' RT 103 +20.46 50175' RT 103 +50.46 56.25' RT 103 +57.96 57.45' RT 103 +65.46 58.31' RT 103 +72.96 58.83' RT 103 +80.46 59.00' RT BAY TAPER DATA No. 2 STATION OFFSET CL TO FROM FL 108 +99.74 54.00' RT 109 +09.74 54.16' RT 109 +19.74 54.62' RT 109 +29.74 55.41' RT 109 +39.74 56.50' RT 109 +79.74 61.50' RT 109 +89.74 62.59' RT 109 +99.74 63.38' RT 110 +09.74 63.84' RT 110+1 .741 64.00' RT CURVE TABLE CURVE LEGEND LENGTH TANGENT 0 lL LL °ac�0 wOcn r 1 30.00' 47.12' 30.00' 90 °00'00" C2 30.00' 47.67' ZoONZ W°W� wWWVwiWw - z<g; �J7 z ) 0m r ° 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. - - RIGHT -OF -WAY � m � o F m E Z ° - - + co 0 EXISTING STORM DRAIN MAIN - CENTERLINE Lu � = W Z 0 > L o ° W O cmo cn 0- Z EXISTING STORM DRAIN MANHOLE -` - -� - EXISTING EDGE OF PAVEMENT z w w o ° o Q W Z L o w EXISTING WHARF HYDRANT 1 INSTALL METRO STREET NAME SIGN PER CITY STANDARDS. mw�Waz�w�,Q w= o = w v qa 0 � T m T- o 2 � Q _ N `'? Lu EXISTING SEWER MANHOLE T -�- INSTALL TRAFFIC SIGN PER CITY STANDARDS. ,0 ° 9 a o o W 0- o W z f, Lu w- CD J EXISTING SEWER MAIN �- INSTALL LED STREET LIGHT PER C.O.B. STD. DWG. ST -14. o,ogp�gF-=- 0 z U- z =° a & o 3 o °z m W iw->- V Q N a) X � Q � EXISTING UTILITY POLE W C6 M. 0U¢ZUO m Z� m _w (f, cn L_ U- -� W QD PROPOSED STORM DRAIN MANHOLE z Z o_ a c? �� o- m 6 o° o a = U� 0 Z Y OR EXISTING SIGN PROPOSED STORM DRAIN m z ,1, w w �OUZ2fA 0' � -� EXISTING STREET LIGHT Q X= o Z 0 z o m w m OS PROPOSED SEWER MANHOLE (SEE SHEET 6) o o 5 z< 5E W W- o Q 0Z5 Z a) o EXISTING AT &T UNDERGROUND LINE S PROPOSED SEWER MAIN (SEE SHEET 6) Z� o° 0 W a° 0 0 ¢ W Q W F ° U a 0 U) N EXISTING PG &E UNDERGROUND ELECTRICAL LINE z t 8 f 2 o W 6 2 a W W can M EXISTING PG &E GASMAIN ALL EXISTING FEATURES ARE HALF - TONED. o w o Z =° Z z 0 v= U W,m a v¢ z ~ N m m EXISTING TRAFFIC SIGNAL INTERCONNECT W c? o W 0, W W o W r- 0 o o EXISTING OVERHEAD UTILITY LINE cn = Z a w W s o ^Q r EXISTING WATER LINE ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, 0 � ~ a o > o of EXISTING UTILITY BOX, TYP. SIZE VARIES (SIZE MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY w=�z¢¢O° ? ° _ `-' W = = LL w a Q o =' ° O m STANDARDS. ALL PLAN VIEW AND PROFILE STATIONING IS BASED ON w o w w i w o r EXISTING TELECOMMUNICATIONS MANHOLE CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE SLOPES ° < 0 o w W m J >} W F? co 0 c0 a m L ARE BASED ON FLOWLINE LENGTHS. SEE LANDSCAPE PLAN & UTILITY m o z J w m EXISTING UNDERGROUND BRIGHTHOUSE FIBER COMPOSITE FOR MEDIAN LANDSCAPING CONDUIT. W w ? o _ _ L) O = o a_>- z CO OPTIC LINE °o- F -U°it ¢2 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30.00' 47.12' 30.00' 90 °00'00" C2 30.00' 47.67' 30.55' 91'02'30" BUENA VISTA ROAD RA CC- T 5928-E (EXISTING IMPROVEMENTS) LIVERPOOL WAY (EXISTING IMPROVEMENTS) J\/] , B� i1 J, F G is J 21 1 20 I 20 1 1 2 1 3 ` 4 1 5 i 6 EX. IMPROVEMENTS I I I \` \ (,-EX. IMPROVEMENTS \ 'J ---------- - - - - -- ----------- - - - - -- -- �(4) EX. CONDUIT[ EX-g2 BV - SEWER - -- - - -- - -- - - - -- - - -- -- - - PG&E GAS ESMT PER VC STUBS TRUNK MAIN V) DOC No. 0203148941, O.R. o_ I z 103 104 4 105 105 +82.46 106 107 11 108 4 109 2 `n 110 111 10 112 w - S 89 °19'48" E - -- - - - - - -- - - -- - - -- - -- - ,. zr ---�- �- ... - I I Of ....... 4 - -moo � 1 L- � _�_.�_ � � 1 r - ------ - - - - -- _ _ _ . CURB RETURN R - - _ 5133s - -- -- - - - -- - -- -- - - - EX. 34 "�- - - I 1 } I AND RAMP _ w 51325 - _ _ _ Cl C2 - - - - GAS LINE EX. R/W PER DOC.-----/ I j I No. 0207058434, O.R. PROPOSED 6' HIGH BLOCK WALL T Rr� CT f 2 it J ' r J T URE R S] D INI T 1,� L" SEE BAY TAPER DATA No. 1 F- F- CV V O O 06 w o; W 2a `za CID to Q of 0 ) 0m 000 m +z + om oz a- M LIMITS OF w PAVEMENT �-- LIVERPOOL o� WAY o0 (FUTURE) 00 rn co 0 EX. R/W PER DOC. No. 0207058434, O.R. " r J T J R r WHITE LANE CONSTRUCT 0.45' A.C. PAVING OVER 0.45' CLASS II AGGREGATE BASE OVER 1.65' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =9 R =55 51324 CV V SEE BAY TAPER m cr_ DATA No. 2 0 0 ZO Q O Q of 0 LID Z w °0 CID °Q 2 F- w o a- M °o + 0 �z W N W or_ W O cn 0- Z <MO LIMITS OF w PAVEMENT �-- LIVERPOOL o� WAY o0 (FUTURE) 00 rn co 0 EX. R/W PER DOC. No. 0207058434, O.R. " r J T J R r WHITE LANE CONSTRUCT 0.45' A.C. PAVING OVER 0.45' CLASS II AGGREGATE BASE OVER 1.65' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =9 R =55 -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' � I III PG &E GAS ESMT PER I II DOC No. 0203148941, o II O.R. CID It m li II TAPER TO MATCH EXISTING BUENA VISTA X CURB RETURN LOCATION LO W BUILT -0.53' NORTH OF + ROAD DESIGN LOCATION T Q (EXISTING IMPROVEMENTS) -11 90' BAY TAPER 47.12' 47.67' 120' BAY TAPER I 1 1 ON CURVE ON CURVE F- Of f) I- X tV N w It 0_ LO F' O F- 0_ I_ I- of In F- W }� W In W w O 0 K) 0 r M o_ W 00 0_ W LO Q Z (p Q Lo Q L6 w m ui ui a c0 _0 LO O~ M O~ M O V) M to 7 n O~ M ~ tc7 0 0 O O � ,tQ LO Q LO D! 0! LOQ �Q m �� r� Zm 2m Z m 00uj 2m 2m° 2 � d z '*0 °' �Z r0 CDw m 360 �°° mW ,°� M �m °'w ui= X + + .. ... ... .. + . +. + o +I-.W 360 . _ o . o : _ o : o o _ °. .EX /STING GROUND PROFILE . N Q A T 64' RIGHT OF ..... TERL . - - - : � CEN lNE EX /STING GROUND PROF /LE rn 358 4 RIGHT of 358 ...................... ............................... ............ ...................... ... ... ..... ......... ...........--- .I............... .. .CEN INE ...... 86q�... .......... AT54'T06 ' � TERL � +0. � � - W EX /STING GROUND PROFILE EXISTING GROUND PROF /LE ' z - AT 59' RIGHT OF EXISTING GROUND PROFILE : . . . . . . . . . . . . . . . . . A. T. 4.8. RIGHT OF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . CE RL/ 48' TO 54' RIG - - - NTE .� . .AT ' HT•OF . : +0:56 . J W CENTERLINE : . . . . . . . . . . . . . CENTERLINE: ' NOTE:. VERIFY EXISTING LOCATION AND ELEVATION . v c=n 356 W _ DE SIGN fZ0f�/NE PROFLE IN FIELD, PRIOR TO CONSTRUCTION AN NOTIFY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ . . . . . . - . . . . . . . . . . . . . . . . . . . . . . �- . . . . . . . . . . . . : 356 EN GINE ER IF TH ERE A RE AN Y Q +0.56% W 5- .................................... ................ ............... ............. - - -. 07.......................---................................................... .............----- ............. +0.68! O` DESIGN FLOWLINE PROFILE : +0.20q : : : : 354: +0.20 354 ... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 352 100 +00 101 +00 102 +00 103 +00 104 +00 105 +00 106 +00 107 +00 108 +00 109 +00 110 +00 111 +00 112 +00 113+00 SOUTH FLOWLINE PROFILE - I G cl I 51324 O SEE BAY TAPER cr_ DATA No. 2 0 0 it w C � Q w ° w °o of � w > w ZFa- ca Q a o 2 F- w �Q rn ai m m 00 0 0m o ° w� 2j 1w` -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' � I III PG &E GAS ESMT PER I II DOC No. 0203148941, o II O.R. CID It m li II TAPER TO MATCH EXISTING BUENA VISTA X CURB RETURN LOCATION LO W BUILT -0.53' NORTH OF + ROAD DESIGN LOCATION T Q (EXISTING IMPROVEMENTS) -11 90' BAY TAPER 47.12' 47.67' 120' BAY TAPER I 1 1 ON CURVE ON CURVE F- Of f) I- X tV N w It 0_ LO F' O F- 0_ I_ I- of In F- W }� W In W w O 0 K) 0 r M o_ W 00 0_ W LO Q Z (p Q Lo Q L6 w m ui ui a c0 _0 LO O~ M O~ M O V) M to 7 n O~ M ~ tc7 0 0 O O � ,tQ LO Q LO D! 0! LOQ �Q m �� r� Zm 2m Z m 00uj 2m 2m° 2 � d z '*0 °' �Z r0 CDw m 360 �°° mW ,°� M �m °'w ui= X + + .. ... ... .. + . +. + o +I-.W 360 . _ o . o : _ o : o o _ °. .EX /STING GROUND PROFILE . N Q A T 64' RIGHT OF ..... TERL . - - - : � CEN lNE EX /STING GROUND PROF /LE rn 358 4 RIGHT of 358 ...................... ............................... ............ ...................... ... ... ..... ......... ...........--- .I............... .. .CEN INE ...... 86q�... .......... AT54'T06 ' � TERL � +0. � � - W EX /STING GROUND PROFILE EXISTING GROUND PROF /LE ' z - AT 59' RIGHT OF EXISTING GROUND PROFILE : . . . . . . . . . . . . . . . . . A. T. 4.8. RIGHT OF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . CE RL/ 48' TO 54' RIG - - - NTE .� . .AT ' HT•OF . : +0:56 . J W CENTERLINE : . . . . . . . . . . . . . CENTERLINE: ' NOTE:. VERIFY EXISTING LOCATION AND ELEVATION . v c=n 356 W _ DE SIGN fZ0f�/NE PROFLE IN FIELD, PRIOR TO CONSTRUCTION AN NOTIFY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ . . . . . . - . . . . . . . . . . . . . . . . . . . . . . �- . . . . . . . . . . . . : 356 EN GINE ER IF TH ERE A RE AN Y Q +0.56% W 5- .................................... ................ ............... ............. - - -. 07.......................---................................................... .............----- ............. +0.68! O` DESIGN FLOWLINE PROFILE : +0.20q : : : : 354: +0.20 354 ... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 352 100 +00 101 +00 102 +00 103 +00 104 +00 105 +00 106 +00 107 +00 108 +00 109 +00 110 +00 111 +00 112 +00 113+00 SOUTH FLOWLINE PROFILE - I G cl I ER # b cn a M a w 3 > U 0. w U pub �P� O w 0 0 O w C � Q w LL w w w ;m W U ') LL m gy W U) ¢ � w > w LLO a o a ER # b cn a M a w 3 > U 0. w U pub �P� U) O U) 0 O Q � J � w x Z Ww w� 2j <MO ..Joo� > w �- a. 0 LLJ 06 Lu z co J W In W w W � W U) U) z 0 w x IDATE 11/19/2014 PA JOB No. 2750H SHEET OF 7 SHEETS ROADSIDE SIGN & PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. WINDERMERE STREET (EXISTING IMPROVEMENTS) i 9 i / EX. STRIPING, ___ __ __ - - - _ - - - - - -�� SIGN CODES OM1 -3 N YELLOW DIAMOND OBJECT MARKER OM4 -3 - RED DIAMOND OBJECT MARKER SNS - STREET NAME SIGN SNS -METRO - METRO STREET NAME SIGN R2 -1 - SPEED LIMIT R4 -7 N DIVIDED ROAD R5 -1 - DO NOT ENTER R6 -1(R) - ONE WAY (RIGHT) R7 -9 N NO PARKING BIKE LANE R26(CA) - NO PARKING ANYTIME S1 -1 " CROSSING SR4 -1(CA) N SCHOOL SPEED LIMIT ASSEMBLY C (CA) W31 (CA) N END W16 -9p " AHEAD TYPE Q(CA) - CALIFORNIA WARNING SIGN SIGN LEGEND EXISTING SIGN TO REMAIN. ❑ INSTALL NEW 1 POST SIGN. INSTALL NEW 2 POST SIGN. ■ INSTALL NEW SIGN ON EXISTING OR PROPOSED /FUTURE STREET LIGHT /TRAFFIC SIGNAL POLE STANDARD. RELOCATE EXISTING SIGN. REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). REMOVE EXISTING SIGN (SALVAGE TO OWNER). SIGN. SIGNS SHALL BE LOCATED PER C.O.B. STD. DWG. T -1 OR AS DIRECTED BY CITY ENGINEER NOTES: 1. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 2. SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NOTE: SIGN NUMBERS ARE FEDERAL CODE UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA U W W oaUO wOcn W uJ S.- F m � J Z W W Z LL H cwi�mwmU.,w¢�� �J�ptHt}ilaZ a Q z U� z w � p �� =wZ ° >m�'Q (n W oz C/5 2w��QZ ul w�� W 2 0 w= ZF- U ~N�011i�= �cwt- Z�F -Om� aooOwQcnvwic� Zz��p�zor -o ago NS 3:- viwX °ww��mzo ?9�ovoo °oa W W YjpUZSln� Q� x p Z� 0 0 0 m oo- z��ov�� J � a Q w W z o p }Z�2' V1 JOZ> viapam�mzpa Z p w w w � O z Q O w O a O a=� O �� O U =Uw ~QijQOw H Z W W Z W W Z ZO W U � W � Z O � � z¢w 0 aw:Ei�� Q Cn�JwW O Q p 0 Zp Ucli w �F �¢ox >o Jo�l- ow w w x''-' � m W¢ 0° Z? U m Q� O}� ~C��O�Xw ¢w�wwijZOjm i=ce °io�wz� F- F- 0 a�0 0 xQ2 DIAL TALL FREE 1- 800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG DRAINAGE 13 SUMP EX. IMPROVEMENTS ` I 14 PAVEMENT DELINEATION LEGEND O INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A2013, AND A20D. NUMBER IN 0 INDICATES DETAIL N0. ON STANDARD PLAN. CW INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. REMOVE ALL EXISTING PAVEMENT MARKINGS AND /OR TRAFFIC STRIPING IN ® CONFLICT WITH NEW CONSTRUCTION (TYPICAL). NY PAINT MEDIAN NOSES YELLOW OD INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. NC' INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. 4--- TYP. -------------------- _- ____ - = - -__ - -, � LLJ cw R4 -7 38�EX. STRIPING TO REMAIN R -- OM1 -3 LL--j -� _ 6 86 +44.84 ❑ 8 - - - -- - MEDIAN, TYP. _ EX. STRIPING TO REMAIN J '2 £ - - po 90 91 - - - -- 92 9.3-_ q4 - O - _ 95 + 97 U� NY I— - I - T- ---; -- - -� -I I- -+ - - -- - -;- - - -- �O -12' N= Q m , 2, - - - - - - - - - - - "GAS MARKER" - - - - - - - - - - - - - - - - - } r - � f - - - - - Iw N _ 39 � w _ � � � � � � 0 � CURB & GUTTERS R7 -9 -- i — — WINDERMERE STREET R7 -9 �\ "BOLTHOUSE" ADS R2 -1 - - -1w— - - - R R7-9 EX. RIGHT -OF -WAY � 9 \ 0 "HITE LANE (2) OM4 -3 (FUTURE) "WARNING" SCALE: 1 " =50' BUENA VISTA W31 (CA) LIVERPOOL WAY (ALL VIEWS) ROAD (EXISTING IMPROVEMENTS) (EXISTING IMPROVEMENTS) 27 l 26 I 25 ` 24 j 23 j 22 I 21 I 2^ i 2G ' 1 jI 2 3 j 4 I 5 6 i 1 I \ 9 !I 2 \ EX. IMPROVEMENTS _ R EX. IMPROVEMENTS ^MEDIAN, J TYPE Q CA ( ) R5 -1 TYPE Q(CA) �EX. STRIPING - _ � w - TYP. EX. STRIPING TO REMAIN Q( CA) R6 -1 R j TO REMAIN EX. STRIPING, TYP. � ❑ ❑ 38 R MEDIAN, TYP. OM1- I EX. MEDIAN � z � inn - -- - �Al_e. -. + 1 n? 103 104 38 ❑ ❑ EX. ARROWS TO OM1 -3 :' w --� +-- - - - I - - - 1�5- - - NY 106 /NY 107 10 - �, REMAIN (6) ,1 �, ❑ CURB > = O 4 �— �— I 112 +89.74 0 m - - N j - - - - -ice _ _ _ CURB & GUTTER _ N� i _ _ _ NY_ NY N - �--- - - - - o -F i- - - - - N' 39 - - R26(CA - _ 39 R5_1 - - TYPE Q(CA) - - - - - R - N = NY = c� j - - _ ,� - R -EX. 38 TO REMAIN - w I SNS -METRO ❑ 39 - �-- N_ z °' r -� r i 9 R26(CA) `t R } cn - - - - - _ CURB & GUTTER -T- �, 1 X -- - -- - - - - _ - - - �! -I - - I ■ I D 39 R26(CA) EX. STRIPING, TYP. w -- 51325 - �- 1 / — — — — — EX. RIGHT -OF -WAY R7 -9 R7 -9 R7 -9 Li ._ LL W J ' J `�' U w � N �w ' w R7 -9 EX. 39 TO REMAIN STREET RIGHT-OF-WAY - BY SEPARATE DOCUMENT i i "GAS MARKER" R26(CA 0 ❑ LIVERPOOL WAY (FUTURE) R7 -9 CONSTRUCT TYPE 3 BARRICADE WITH (2) OM4 -3 W31 (CA) WHITE LANE STRIPING & SIGNAGE PLAN WINDERMERE STREET WEST OF WINDERMERE STREET (EXISTING IMPROVEMENTS) EX. IMPROVEMENTS —_ —_— R4 -7 EX. MEDIAN -k, EX. ARROWS T0� � I (�EX.®j STA. 83 +46 TO I }-' END IMPROVEMENTS Go 80 81 82 84 M I EX.®7 TO REMAIN — - � \ \ N -- _-,L -- - - -__� 150' FUTURE CURB &GUTTER EX. EDGE � 7, OF PAVEMENT ` � J/L---- � - - - -�� --- 1�---- �---- ��----- � - - - -� --- �� - - -� EX. RIGHT-OF-WAY PROPOSED EDGE SNS -METRO g OF PAVEMENT ❑ d W1619p // R7 -9 EX. RIGHT -OF -WAY 51324 ❑ 0 SR4 -1(CA) � "BOLTHOUSE' ADS ■ BUENA VISTA ROAD (EXISTING IMPROVEMENTS) WHITE LANE PAVEMENT TRANSITION PLAN WEST OF WINDERMERE STREET — -- - -- - -- -- _ EX GAS MAIN NOTE SAWCUT AS SHOWN, OR AS DIRECTED BY C.O.B. f- ' EX. MEDIAN ENGINEER & MATCH EX. AC PAVEMENT SEE SHEET 3 FOR WHITE LANE STRUCTURAL ELEVATIONS � SECTION, CONSTRUCTION NOTES, EXISTING 83 84 85 WHITE LANE 86 86 +44.84 87 r UTILITIES, LEGEND AND CURVE TABLE DATA. EX. 34" HP � - �-- � --C �-- - -- --f-%— - GAS MAIN N EX. EDGE OF PAVEMENT F� �, FUTURE CURB &GUTTER p3 � �-- - -� - -- .rl��/c ---- rd____�____� ___ y 53• S2 SS�� �� FUTURE CATCH BASIN —Q— EX. RIGHT —OF —WAY PROPOSED EDGE - --JA -- � OF PAVEMENT � - ,? °O LIMITS OF PAVEMENT WINDERMERE o Q i o a I o STREET N � � z (FUTURE) WINDERMERE M STREET ° ¢ ° � � � �' FUTURE oMOm af U Z co M r� O � V J O W z E `� N � co � U m cn a� x z � c� � m N W }; co „��( W N M W Z_ a� o W W �M I-- N CO C) cfl O O `V CL N 0- K 0 ca cn Ld IL �q— W W W m m "o¢ o�o¢� U Z co M r� O � V J O W z E `� N � co � U m cn a� x z � c� � m N W }; co „��( W N M W Z_ a� o W W �M I-- N CO C) cfl O O `V CL N 0- K 0 ca cn Ld IL �q— U) Q Z 0 Q �Z Z � W Z� Www Q °° Z W1p LL] F- o�w� � �W// oZS LL W^ I W N W W � �-- I..L �"�"� C/) � z z 0 W DATE 09/17:2014 PA JOB No. 2750H SHEET OF 7 SHEETS W W W m m W � W W W W � � � U U N N > W � a o Q Q � � � b ���G�NEER � bid W 3 3 _ _� U d v v> C CJ � z z 0 W DATE 09/17:2014 PA JOB No. 2750H SHEET OF 7 SHEETS COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. - 3. PVC PIPE INSTALLATION: - - - - -- - - - - -- -- - -- - -- - - - - A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS - D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED, B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT -OF -WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE- FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45° ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360% IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 16. SEE WATER PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65 -1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF -WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 84 - 85 - - 86 1 86 +44.84 87 88 EX. 42" BV SEWER TRUNK MAIN �- I � EX. GAS MAIN EX. 34" HP GAS MAIN PROPOSED EDGE OF PAVEMENT�T EX. RIGHT -OF -WAY PER DOC. No. 0207058434, O.R. 85 +82.25 (46.31' RT)= SS 85 +82.25 CONSTRUCT SWR MH No.1 PROPOSED SEWER MAIN I t I � SUTURE RESIDEINTIA2 LIMITS OF PAVEMENT PER THESE PLANS SS 86 +91.36= 86 +63.25 (119.42' PT) WINDERMERE TS -_. _------- �-- ____ - -__ -___- STREET CONSTRUCT SWR MH No.2 (FUTURE) SS 87 +09.36= 86 +63.16 (137.42' RT) 15" SWR STUB PLUG END FOR FUTURE TIE -IN WHITE LANE �2 Il�lm- NOI�z II�N II �MXZ ►°� °nomf - ° I 340 ....... of Z (n r 0) °'�I =oN� (n w_ °z~ aQZp -zE pp I� O0M + �� � +��+� ww WHARF �1U3 UJ 0 �Z� 3oo�U?Z) 33.0.13 = =co0 =ou- (n Lo io V) (n ' (n (n i!) � D O (n C14 �� 00I Ott N -a-u- N 06 N Q � ^ LL ww (DID ((D 0 � OO + c0 - m N 00 co Cu) o oo;z 0 06 W N O Z Z�p�°wQ�0>0 L� Cn 0 U cl N Z W W M i -N- i HORIZONTAL: 1"=40' VERTICAL: 1"=4' 356 ... .. ................................................................................................................ ............................... 356 APPROX /MA TE DE-SIGN GRADE . AE0VE.. SEWER MA IN 352 ..................:.. : . ............. ...... .......... ....... :352 .......:.........: I.... ...:.........:................. :. :... EX. 1:0 L.F.: :11 INSTALL 1091 L.F. INSTALL 18: L.F. 95" SWR STUB II 15" PVC: SEWER MAIN: 15" :SWR STUB ......... ......... :,.... ... :................. Q:.o...12 % : ......... :............. ........ :...... ..Q..0.1.1 %.................... 348 ...... ............................... 344 ......... k'. ..................:.........i., 340 ....... .................... ............................E:. ........... 336 ........ ...................:.........:. ...................:.......1. :. aQZp -zE pp I: EX: 15" IN V S =: 332 : ......... 331 58 : = �: : ..................:.. WHARF EX :. 42" INV NE= wU wi0 33.0.13 = =co0 =ou- : L- 328 '____. ......... ......... '......... ......... ......... ......... ......... 328 85 +00 86 +00 87 +00 88 +00 SEWER PROFILE NOTE: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. U EDGE OF PAVEMENT X u- 0 w oco a 0 U O U ws w� CO ww�w U) W _ Z O cnm =z ~w¢F -° ���p��LL 0 M co aQZp -zE pp ^ M In W 0 LL,wI-z, >��¢ ~��J��U VJ T O WHARF W Z E wU wi0 O =co0 =ou- m co Q Z U m �a000w`i�cwnp UTILITY POLE OR + EXISTING X0 _= QmU Q(n z 06 N Q � ^ LL w1O (9 00, 0 � 0�0a 0 U w 1 m W w 2 x °W }p z wU 2I w > Q - m N 2wF Z-_zZ ,6 ° W = O Oo w cfl E o§ � X O z a a 06 W N O Z Z�p�°wQ�0>0 L� Cn ¢w�¢wFUpiZcl Z p w W w p W O z Q N Z W W M z = U Q paZaF -w >° N Co v =� W �zpiwQOO Co =' avv 0 (L O C) w U °`?� wQ�w jU W U) 2- Lu r O N W �=F-UCJ� ZQ � z JOwUOa -�� - cn =�HQCWJ >2�00 C�cnw =�zaQp° w _Zp2UCnw2��� �ZF -2>° JOwF- w w o! 0_ W O CC W Q Z °mot- Lwwc=i»�m r wQ °wz >cn�Oacn >>>'w U)(Dcl)F, L w co w0 W ZJZ ZQCo Q J W U p_ > F - wwUOwzQcn }U) _ _ SQ orf = O w z = w F- F- 0 o_ F- U ° o_ Q 2 0 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON SANITARY SEWER STATIONING (SS) UNLESS OTHERWISE NOTED. LEGEND RIGHT -OF -WAY CENTERLINE SS SANITARY SEWER STATIONING Os PROPOSED SEWER MANHOLE S PROPOSED SEWER MAIN _ EXISTING EDGE OF PAVEMENT EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING STORM DRAIN MAIN EXISTING STORM DRAIN MANHOLE EXISTING WHARF HYDRANT EXISTING SEWER MANHOLE EXISTING SEWER MAIN EXISTING UTILITY POLE OR + EXISTING SIGN _cD_ EXISTING STREET LIGHT EXISTING AT &T UNDERGROUND LINE EXISTING PG &E UNDERGROUND ELECTRICAL LINE EXISTING PG &E GASMAIN EXISTING TRAFFIC SIGNAL INTERCONNECT EXISTING OVERHEAD UTILITY LINE EXISTING WATER LINE EXISTING UTILITY BOX, TYP. (SIZE VARIES) EXISTING TELECOMMUNICATIONS MANHOLE EXISTING UNDERGROUND BRIGHTHOUSE FIBER OPTIC LINE NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG I U A00 /G\NEER b co M > U o p w V o o- �d� � * S :P Q ) n U) w 0 croo J Q ILL 0 QO W WWI N 2i Z =:) 0. LLJ m W a p Ii-- Z O w�Q � H W W J � W W LLJ W w m ^^ VrrJ W M U) z W w w o! w w w 09/17,2014 0 2750H SHEET OF 7 SHEETS U- a o a /G\NEER b co M > U o p w V o o- �d� � * S :P Q ) n U) �z 0 croo J <tW ILL Z QO W WWI 2i Z =:) 0. LLJ m W .j > p Ii-- Z O w�Q � W W J - W LLJ W WW 75; W ^^ VrrJ W M U) z z 0 U) w o! DATE 09/17,2014 i PA JOB No. 2750H SHEET OF 7 SHEETS WINDERMERE STREET (EXISTING IMPROVEMENTS) II EX. SUMP 1 I 8 / II- - - - - -- y I - - - - -- - - EX. GAS MAIN 83 +46.00 BGN SAWCUT 25.00' RT EX. MEDIAN CURB 21' TO SAWCUT LINE I 87 +06.06 83 84 RAD =2' 85 8t3 86 +44.84 87 9.00' RT 88 ---------- ------------------------------------------------- -- f- -------------------------------------- ------------------------- �► SAWCUT LINE, TYP. �- --t - -- �- - - -- -,+-- I ------ - - - - -- - -- --------------- - i 87 +06.06 i EX. EP 87 +03.08 13.00' RT ----- �L - - - -- - - - - -� --- /- /jT /� - - - -- v� - - - -- - - - - -� ---- �� - - - -- TRANS. SAWCUT AC =54.77 J PROPOSED EP � FROM 20.50' RT TC =55.60 TO 8.00 RT - - I *SEE SHEET 5 FOR PAVEMENT STRIPING _ - - - -�L PLAN WEST OF WINDERMERE STREE WINDS RMERE STREET (FUTURE IMPROVEMENTS) MEDIAN LANDSCAPING & IRRIGATION NOTE SEE LANDSCAPE ARCHITECT'S PLANS FOR MEDIAN LANDSCAPING AND IRRIGATION SERVICE TIE -IN POINTS. 1 I JV IVI I -------------------- -- -- - / \ / 10 `� 11 1, 13 \ \ \ 15 � 1 I - ------------------ SEE MEDIAN BAY TAPER 90 +34.84 DATA No. 1 11.00' LT SAWCUT 1' OFF PROPOSED MEDIAN OR AS DIRECTED BY C.O.B g3 +64.84 7.00' LT 8' TO SAWCUT ENGINEER & MATCH EX. AC PAVEMENT ELEVATIONS LU LINE BGN TRANS. END TRANS. Z_ 2 90 91 92 93 94 J I- 89 - - - - - -- -- - - -- �'- - - -I -- L - - - -- - -- - - - - - - _ - ---L - _ _ - -- �- -- Q -- - -- - O J 90 +34.84 91+96.26 9 +6 .84 00 m PROPOSED CURB & GUTTER BGNOTRANS. PROPOSED MEDIAN \10.07' RT EX. 34" HP END TRANS. � � CURB, TYP. AC =55.77 M `O W AC =55.44 TC -56.60 GAS MAIN AC =55.41 r7 1 TC =56.27 - TC =56.24 j , + V) CONSTRUCTION NOTES (THIS SHEET ONLY) []1 CONSTRUCT TYPE M' MEDIAN CURB PER PROPOSED C.O.B. STD. DWG. I WHITE LANE MEDIAN 12 ST -2 (DATED 6/2/99) AND REPLACE A.C. PAVING TO CURB. INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG. NO. L -12, -N- COORDINATE LOCATION WITH LANDSCAPE ARCHITECT'S PLANS. 0 CONSTRUCT TYPE M -1 TACK ON AND DOWEL MEDIAN CURB PER PROPOSED & SAWCUT PLAN C.O.B. STD. DWG. ST -2 (DATED 6/2/1999). SCALE: 1"=40' ® GRIND AND OVERLAY 0.2' MIN. IN TURN POCKET, ADJUST TO GRADES SHOWN. (ALL VIEWS) ---------------- - � I I 24 I I I I - I 23 22 I I 21 I 20 I I I I I i - - -- - - - - - -- - -- - - - - -- - - - ____ ___ SAWCUT 1' OFF PROPOSED MEDIAN OR AS DIRECTED BY C.O.B - -- - - -- - - -- - 8' TO SAWCUT LINE SAWCUT LINE, TYP. - z J ENGINEER & MATCH EX. AC PAVEMENT ELEVATIONS SEE MEDIAN BAY TAPER- 95 _ ? 1 96 � 97 98 99 100 DATA No. 4 - - - - - - - f 101 10 10 - - - - - -- > + f - O O m 2 O Q _ 98 +34.07 EX. 34" HP GAS MAIN 7.00' RT 102 +89.77 O W PROPOSED MEDIAN CURB, TYP. PROPOSED CURB &GUTTER � 103 +79.77 Ln W AC =54.41 5.00' LT + (n TC =55.24 AC o55 33 - - - - - - - - - - - - - - - - - - - - - - TC =56.16 AC =55.88 TC =56.71 LIVERPOOL WAY (EXISTING IMPROVEMENTS) i BUENA VISTA ROAD J I I I I I I 3 i (EXISTING IMPROVEMENTS) 20 I 20 1 I 2 I I 3 I 4 I 5 6 I 1 I 2 \\ I II I�� \ EX. GAS MAIN \ \ - - - - - - -- - -- - - - - - -- -- - - - - -- - --- - - - - -- -- ---- - - - - - - - -- - - -- -- - - -% 108 +34.05 -- - - - -- - SEE MEDIAN STATION AND - - -- - -- - -- - - -- - - - - - - 2.17' R T - - - W SAWCUT LINE I- GRADE DETAIL SHEET 2 SEE MEDIAN BAY TAPER 109 +23.79 SAWCUT 1' OFF PROPOSED MEDIAN OR AS DIRECTED BY C.O.B z - - - - - - - - - - - - - - - - - - - AC =57.60 DATA No. 2 13.00' LT ENGINEER & MATCH EX. AC PAVEMENT ELEVATIONS EX. MEDIAN CURB Q TC =58.43 _ 1 105 105 +82.46 106 1 107 4 108 2 109 110 3 111 112 RAD 02 69 I O z EX. EP - w F-� �\ - - - - -- - I - 112+89.74 w ::: .. \1:1:0!+::1:9:74- ........................ � > I �- - - -- -- -- + -- I- + - - -j a_ 1 - -- - O - -- - - - - -- - - -- -- -, TRANS. SAWCUT m 109 +00.00 112 +05.95 � c� SEE MEDIAN BAY TAPER oo - Q z O Q ------------------- - - - - -J I TRANS. SAWCUT DATA No. 3 FROM 14.00 LT -H � TRANS. SAWCUT Z O FROM 12.00 RT I TO 8.00 LT r� �,� In W ( TO 38.35' RT 112 +06.00± D w + W ---------------------------- - - - - -� �� - -- 46.00'± RT m" �t c/) L -- - - - = -- - _ _ O _ _ - - - - -- A - - - - - 1339 - -- - - -- - - - - - -- - -- - -- - --- 3s9 PAVEMENT - EX. 34" HP GAS MAIN - - PROPOSED CURB & GUTTER LIVERPOOL WAY - (FUTURE IMPROVEMENTS) - - - - - - - - - / FROM CURB I 8' TO / v I 27 / 26 I 25 I / -- - -- I ti �' � N / / Q W M I ---------------- - � I I 24 I I I I - I 23 22 I I 21 I 20 I I I I I i - - -- - - - - - -- - -- - - - - -- - - - ____ ___ SAWCUT 1' OFF PROPOSED MEDIAN OR AS DIRECTED BY C.O.B - -- - - -- - - -- - 8' TO SAWCUT LINE SAWCUT LINE, TYP. - z J ENGINEER & MATCH EX. AC PAVEMENT ELEVATIONS SEE MEDIAN BAY TAPER- 95 _ ? 1 96 � 97 98 99 100 DATA No. 4 - - - - - - - f 101 10 10 - - - - - -- > + f - O O m 2 O Q _ 98 +34.07 EX. 34" HP GAS MAIN 7.00' RT 102 +89.77 O W PROPOSED MEDIAN CURB, TYP. PROPOSED CURB &GUTTER � 103 +79.77 Ln W AC =54.41 5.00' LT + (n TC =55.24 AC o55 33 - - - - - - - - - - - - - - - - - - - - - - TC =56.16 AC =55.88 TC =56.71 LIVERPOOL WAY (EXISTING IMPROVEMENTS) i BUENA VISTA ROAD J I I I I I I 3 i (EXISTING IMPROVEMENTS) 20 I 20 1 I 2 I I 3 I 4 I 5 6 I 1 I 2 \\ I II I�� \ EX. GAS MAIN \ \ - - - - - - -- - -- - - - - - -- -- - - - - -- - --- - - - - -- -- ---- - - - - - - - -- - - -- -- - - -% 108 +34.05 -- - - - -- - SEE MEDIAN STATION AND - - -- - -- - -- - - -- - - - - - - 2.17' R T - - - W SAWCUT LINE I- GRADE DETAIL SHEET 2 SEE MEDIAN BAY TAPER 109 +23.79 SAWCUT 1' OFF PROPOSED MEDIAN OR AS DIRECTED BY C.O.B z - - - - - - - - - - - - - - - - - - - AC =57.60 DATA No. 2 13.00' LT ENGINEER & MATCH EX. AC PAVEMENT ELEVATIONS EX. MEDIAN CURB Q TC =58.43 _ 1 105 105 +82.46 106 1 107 4 108 2 109 110 3 111 112 RAD 02 69 I O z EX. EP - w F-� �\ - - - - -- - I - 112+89.74 w ::: .. \1:1:0!+::1:9:74- ........................ � > I �- - - -- -- -- + -- I- + - - -j a_ 1 - -- - O - -- - - - - -- - - -- -- -, TRANS. SAWCUT m 109 +00.00 112 +05.95 � c� SEE MEDIAN BAY TAPER oo - Q z O Q ------------------- - - - - -J I TRANS. SAWCUT DATA No. 3 FROM 14.00 LT -H � TRANS. SAWCUT Z O FROM 12.00 RT I TO 8.00 LT r� �,� In W ( TO 38.35' RT 112 +06.00± D w + W ---------------------------- - - - - -� �� - -- 46.00'± RT m" �t c/) L -- - - - = -- - _ _ O _ _ - - - - -- A - - - - - 1339 - -- - - -- - - - - - -- - -- - -- - --- 3s9 PAVEMENT - EX. 34" HP GAS MAIN - - PROPOSED CURB & GUTTER LIVERPOOL WAY - (FUTURE IMPROVEMENTS) - - - - - - - - - W FROM CURB u.j U- W °aU0 w0v) 8' TO M J ww, z- W mzLLw v = LL_ SAWCUT W 104 LINE F-- -I I Q -- - -- :2 O ti �' � N OW Q W M O m > rJ �- O W (0 U =WZ pza ~viz ~ ~° :3 :2 fn Nx + (n Q cnw�ww�UjjmzO IL O I EX. MEDIAN CURB 1> fl I I UENA VISTA ROAD ,EXISTING IMPROVEMENTS) ° U OFFSET CL TO FROM CURB u.j U- W °aU0 w0v) tr 1 M J ww, z- W mzLLw v Lu M Q_ z zRLu O tf) RT �/� vJ O rnu F mvjU Z' co >✓ a Z L W - 'V5 xmzm U) LOU ti �' � N �m���F Q W M = �z�0W§ > rJ �- �Z�w a00owQcn- (0 U =WZ pza ~viz ~ ~° :3 :2 fn Nx a�0 m Q cnw�ww�UjjmzO IL w w W W_ O 2 r m U) Z Q �Wnm a Qx°z�m- OzzOm +N W (.0 LL W 0 ZW z E J Q oz( Z N O oo o "W a o U) ¢w�QW�NOOa N Z co Z p w w w O z Q W W 0�zmx0w0a azal -w >p0� r' V =OW ~QOQpW O Q0 CK O v5ZE a-WZZZ N a9- w >¢0wa5 -10 cA W =ZQUZLuSL) O c- x VJ=�FQV�J�� Ofn W xxz¢QOp Z_Q2U4J W 2 � W �QZO2 >pJOtn� p <x '-6wwWxWO- W Q°� Z= w m Q w o}oi� C7m0`nFr w Qw__jWLu�?0 w w U 3 W Z Q y} U) Ix-FC1d H0owQ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • DIAL TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG MEDIAN BAY TAPER DATA No. 1 BAY TAPER DATA No. 2 STATION OFFSET CL TO FROM CURB 89 +14.84 9.00' RT 89 +24.84 8.68' RT 89 +34.84 7.76' RT 89 +44.84 6.18' RT 89 +54.84 4.00' RT 89 +94.84 6.00 LT 90 +04.84 8.18' LT 90 +14.84 9.76' LT 90 +24.84 10.68' LT 90 +34.84 11.00' LT BAY TAPER DATA No. 3 STATION OFFSET CL TO FROM CURB 108 +99.74 11.00' RT 109 +09.74 10.68' RT 109 +19.74 9.76' RT 109 +29.74 8.18' RT 109 +39.74 6.00' RT 109 +79.74 4.00' LT 109 +89.74 6.18' LT 109 +99.74 7.76' LT 110 +09.74 8.68' LT 110 +19.74 9.00' LT STATION OFFSET CL TO FROM CURB 108 +34.05 2.17' RT 108 +41.55 1.82' RT 108 +49.04 1.06' RT 108 +56.52 0.14' RT 108 +63.99 1.76' LT 108 +93.86 9.07' LT 109 +01.33 10.68' LT 109 +08.81 11.89' LT 109 +16.30 12.64' LT 109 +23.79 13.00' LT BAY TAPER DATA No. 4 STATION OFFSET CL TO FROM CURB 102 +89.77 7.00' RT 102 +97.27 6.81' RT 103 +04.77 6.25' RT 103 +12.27 5.31' RT 103 +19.77 4.00' RT 103 +49.77 2.00' LT 103 +57.27 3.31' LT 103 +64.77 4.25' LT 103 +72.27 4.81' LT 103 +79.77 5.00' LT ww W I- w O W w U- N a w w m W U Z H } C7 m w w w w w d o a \NEER 4c b/ w vy7 4 M W > U w U O dy IY ,038 D � O Z � Q J � Z � cn � Z ¢� LLJ w z F- 2EQmU WJo�: 0 > Lu Lu � 17 06 Z cn Q - w _ ry L.LJ w W W �Z> � w F- � z U) z 0 U) w m DATE 11/19/20141 PA JOB No. 2750H SHEET OF 7 SHEETS