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HomeMy WebLinkAbout1.1-7299A.C. PAVING TESTING NOTES: SP7-39.01 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 OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02. "GRADES." OF THE STANDARD SPECIFICATIONS. i THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL• A. A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE 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 SHALL BE SAW CUT IN A NEAT STRAIGHT UNE, 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 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 LIMITS OF CONSTRUCTION. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 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. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 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. 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. 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. 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 967, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. 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 ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE 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 DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR 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 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 THAT 0.04 FEET ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE 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 FEET ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 957c COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ANY WORK CONNECTING 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. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORD MAPS) A.C. PAVING TESTING NOTES CON - INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. NOTE TO STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. ANY ITEMS IN 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 CITY ENGINEER. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN 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. STAMP A "C" ON THE TOP OF CURB OR 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 RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY VICINITY MAP STOCKDALE R. 26 E. y%y THE SIDEWALK. T. 30 S., STANDARD NOTES BASIS OF BEARINGS. - v THE BEARING OF N.89'22'08"W. SHOWN FOR 2 0 THE SOUTH LINE OF THE SOUTHEAST QUARTER 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE PROJECT 1 RECORD OF SURVEY BOOK 19, PAGES 115-121 SITE WAS USED AS THE BASIS OF BEARINGS SHOWN ST -2 STANDARD MEDIAN CURBS TYPE "M" HEREON. MING AVENUE BENCH MARK ST -12 STANDARD TRENCH REQUIREMENTS aam aWt. am 7m am ST -22 STANDARD SURVEY MONUMENTS TOP OF CONCRETE MONUMENT AT THE INTERSECTION ST -23 STANDARD STREET LIGHT MAST ARM TYPE OF MING AVENUE AND SOUTH ALLEN ROAD MARKED 0 FOR NORTHWEST CORNER OF SECTION 12, 30/26. ST -26 STANDARD POOLE NUMBERING O 0 e NOTE: SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM m � AGGREGATE BASE OVER 1.55' COMPACTED O.G.,TO BE COMPACTED HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ro- (MIN. R VALUE=73) HIGHGATE PARK BOULEVARD 1. COVER SHEET PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.40' CL 11 2. STANDARD NOTES AGGREGATE BASE OVER 0.80' COMPACTED O.G., TO BE 10 COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. cn S (MIN. R VALUE=53) (STA. 30+14.60 C.L. TO STA. 40+81.80 C.L.) 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER WHITE LANE CITY OF BAKERSFIELD STD. DWG. ST -13. (STA. 40+81.80 C.L. TO STA. 53+05.62 C.L.) OO TO BE INSTALLED a O EXISTING (STA. 32+28.14 C.L. TO STA. 40+69.59 C.L.) 5. -r INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. ST -18 z w INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. ST -18 (STA. 26+75.00 C.L. TO STA. 53+05.62 C.L.) 14 13 m LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 7. ROUNDABOUT - STREET GRADES SOUTHERNI PACIFIC RAILROAD TYPE AS SHOWN ON SHEET 6. STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA HEAD TYPE 9. ROUNDABOUT - STRIPING CONT. (CONT.) FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY VICINITY MAP ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. NO SCALE STANDARD NOTES BASIS OF BEARINGS. - 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CIN OF BAKERSFIELD. THE BEARING OF N.89'22'08"W. SHOWN FOR 1 THE SOUTH LINE OF THE SOUTHEAST QUARTER 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE OF SECTION 11, T.30 S., R.26 E. AS SHOWN ON CONSIDERED PART OF THESE PLANS: RECORD OF SURVEY BOOK 19, PAGES 115-121 ST -1 STANDARD CURB AND GUTTER WAS USED AS THE BASIS OF BEARINGS SHOWN ST -2 STANDARD MEDIAN CURBS TYPE "M" HEREON. ST -10 STANDARD CURB RAMP DETAILS ST -11 STANDARD PAVEMENT PATCHES BENCH MARK ST -12 STANDARD TRENCH REQUIREMENTS 2302 ST -22 STANDARD SURVEY MONUMENTS TOP OF CONCRETE MONUMENT AT THE INTERSECTION ST -23 STANDARD STREET LIGHT MAST ARM TYPE OF MING AVENUE AND SOUTH ALLEN ROAD MARKED ST -24 STANDARD STREET LIGHT BASE PLATE ST -25 STANDARD STREET LIGHT PULL BOX DETAILS FOR NORTHWEST CORNER OF SECTION 12, 30/26. ST -26 STANDARD POOLE NUMBERING ELEVATION = 367.96' (NAVD 88 DATUM) 3. PAVING FOR STREETS SHALL BE: NOTE: SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM MING AVENUE PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL II INDEX OF SHEETS AGGREGATE BASE OVER 1.55' COMPACTED O.G.,TO BE COMPACTED HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SHEET TITLE (MIN. R VALUE=73) HIGHGATE PARK BOULEVARD 1. COVER SHEET PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.40' CL 11 2. STANDARD NOTES AGGREGATE BASE OVER 0.80' COMPACTED O.G., TO BE 10 COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. MING AVENUE (STREET & STORM DRAIN PLANS) (MIN. R VALUE=53) (STA. 30+14.60 C.L. TO STA. 40+81.80 C.L.) 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER 4. MING AVENUE (STREET & STORM DRAIN PLANS) CITY OF BAKERSFIELD STD. DWG. ST -13. (STA. 40+81.80 C.L. TO STA. 53+05.62 C.L.) OO TO BE INSTALLED 5. HIGHGATE PARK BOULEVARD (STREET PLANS) O EXISTING (STA. 32+28.14 C.L. TO STA. 40+69.59 C.L.) 5. -r INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. ST -18 6. MING AVENUE STRIPING PLAN ( ) INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. ST -18 (STA. 26+75.00 C.L. TO STA. 53+05.62 C.L.) -E9 - INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET 7 LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 7. ROUNDABOUT - STREET GRADES NOTE STREET LIGHTS ALONG HIGHGATE PARK BLVD. SHALL BE STERNBURG 8. ROUNDABOUT - STRIPING TYPE AS SHOWN ON SHEET 6. STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA HEAD TYPE 9. ROUNDABOUT - STRIPING CONT. (CONT.) PER COB STD. DETAIL ST -23 THRU ST -26. 10. ROUNDABOUT - UNE OF SIGHT 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STD. ST -1 PER PLAN. i l . SECTIONS AND DETAILS 7. INSTALL 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B.'S SIDEWALK SPEFICATIONS ON STANDARD DETAIL ST -3. LIST 0 F MATERIALS TRAFFIC SIGNAL CONDUIT LF 8. 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. 9. INSTALL HANDICAP RAMPS PER DETAIL "1" ON SHEET 6. 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. 1-800-227-2600. 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 BE GR D D CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET IMPROVEMENT AND STORM DRAIN PLANS FOR � TRACT 7299 MING AVENUE STA. 30+14.61 C.L. TO STA. 53+05.62 C.L. AND HIGHGATE PARK BOULEVARD STA. 33+28.14 C.L. TO STA. 40+69.59 C.L. 20 Z , n. W p W > 0- F- J O Qm LdL W = Q D W \ $ o' Imo26 - 9 LL loll � MING HIGHGA PARK TOTAL 21 TONS 3108 766 1 i � I I � I CUYD 23 1043 6512 6 CURB AND GUTTER LF 2302 1388 II i 24 2240 1262 3502 TEMPORARY A.C. DIKE LF 90 BERRENDA MESA WATER STORAGE DISTRICT ----------- -- --------------------- �----- ----- - ---- _ --- MING I AVENUE 4 6 C.B. 3 r I 20 19 18 17 16 15 i 14 13 12 11 10 ® I 20 19 16 I 17 16 15 14 13 12 11 1 r 2 3 4 5 8 7 8 9 1 to I i 99 TRACT 7299 11 TRACT 7299/ TRACT 72 � UNIT 4 UNIT 6 UNIT 5 KEY MAP SCALE: 1"=200' XO- SHEET NUMBER TRACT 7299 UNIT 2 .TRACT 7300 UNIT 1 ITEM UNIT MING HIGHGA PARK TOTAL A.C. PAVING TONS 3108 766 3874 AGG. BASE CLASS II CUYD 1764 522 2286 SUBGRADE PREPERATION CUYD 5469 1043 6512 6 CURB AND GUTTER LF 2302 1388 3690 TYPE M MEDIAN CURB LF 2240 1262 3502 TEMPORARY A.C. DIKE LF 90 - 90 SIDEWALK 4 THICK HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF 23043 10601 33644 HANDICAP RAMPS EA 2 8 10 METRO STREET SIGN EA 2 2 4 TRAFFIC CONTROL SIGNS EA 9 20 29 STREET LIGHTS - LED C.O.B. STD. EA 4 5 9 TRAFFIC SIGNAL INTERCONNECT PULL BOX EA 7 - 7 TRAFFIC SIGNAL INTERCONNECT CONDUIT LF 2331 2331 TRAFFIC SIGNAL PULL BOX EA 6 - 6 TRAFFIC SIGNAL CONDUIT LF 212 - 212 MONUMENT ENCASEMENTS EA 3 4 7 SAWCUT LF 43 - 43 8' BLOCK WALL LF 2296 1023 3319 STRIPING -DETAIL 22 LF 2504 - 2504 STRIPING -DETAIL 27B LF 2606 - 2606 STRIPING -DETAIL 38 LF 200 - 200 STRIPING -DETAIL 39 LF 2393 - 2393 CATCH BASINS EA 1 - 1 18" STORM DRAIN LINE LF 200 487 687 ARTERIAL COLLECTOR LENGTH LF 2631 741 3346 REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL A E TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM QUANTITIES FOR EARTHWORK: DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. MING AVENUE: HIGHGATE PARK BOULEVARD (7299 ONLY): 16. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER EXCAVATION - 2,243 C.Y. EXCAVATION - 99 C.Y. % EMBANKMENT - 18.515 C.Y. EMBANKMENT - 4,619 C.Y. SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS IMPORT - 16,944 C.Y. IMPORT - 4,549 C.Y. SHALL BE DETERMINED BY THE CITY ENGINEER. 17. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO STANDARD DETAIL ST -22. WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 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 MATH THE PROVISIONS OF SAID PLAN. 19. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL "NOTICE POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A OF PG&E GAS NOTES: INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO CALL 811 (1-800-227-2600} A MINIMUM OF 2 BUSINESS DISCHARGE STORM WATER ASSOCIATION WITH CONSTRUCTION ACTIVITY DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH ALL NON -UTILITIES BEFORE YOU DIG. GRADE, OR EXCAVATE. STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NO. 5F15C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE AT ANY TIME. 20. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START EXISTING TRANSMISSION LINE. OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. SOUTHERN CALIFORNIA GAS NOTES: A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION LINE. CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE PROPOSED WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO GET A NEW USA TICKET AT LEAST TWO (2) DAYS PRIOR TO ANY CONSTRUCTION. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTICAL SEPARATION FROM THE EXISTING 24" SOUTHERN CALIFORNIA GAS CO. TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 3', OR MORE THAN 7', OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION UNE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. NOTE: 1. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE, TELEPHONE 326-3049 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 SHALL BE CORRECTED DURING CONSTRUQTIQN. APPROVED -13Y: ROGER A. MCINTOSH R.C.E. 33322 EXP. 6-30-18 APPROVED BY: NICOLAS PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-16 /,7-6,-1(0 DATE � 6 DATE REVIEWED BY: � ��-- l� -20/-7 ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: �-- 2 / 2 L//,6 TRAFFIC ENGINEER REVIEWED BY: FOR LEVEE PROTECTION ONLY CD Know what's below. 0111 before you di STANDARD 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 CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE 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. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS. D-14, D-16, D-18 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ST -1, ST -2, ST -3, ST -6, ST -13, ST -14, ST -18, ST -22 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR V. 8", 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. 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. 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 PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE 6. REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. 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 360' 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.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77F t5 (25-C t3 ). PROPER I INITIAL (EAR, TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 20OX MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE t1.5 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 OF 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 FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C 1:3 ). 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. CHEMICAL SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20%** 5% 5%** 1%** 1% 0.1% 0.1 X BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM MOWN ON THE PLANS. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL. WITH THE LONGITUDINAL AXIS OF THE PIPE. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 11 APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WEU) STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WEU) STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELI) APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WEU) STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP. 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED NTH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER do RASOR MODEL O. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA. 8 ABOVE EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 'UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE.". 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL. THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFLECTION IN X (5%) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGL I it CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL—SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL—SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA—HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED NTH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE—HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE—HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON—STREET AREAS. BACKFILL TESTING AND COMPACTION, TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30% AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE—EXCAVATED AND RE—COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 10, SEWER PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. , PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFlLTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. 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 INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A VIDEO RECORDING SHALL BE PROVIDED IN COLOR ON DVD FORMAT, 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, THE DVD FORMAT RECORDING SHALL BECOME THE PROPERTY OF THE CITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH VIDEO INSPECTION. 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN—LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT—OF—WAY LINE WITH 30" OF COVER AT FLOW UNE SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT—OF— WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. AND STAMP "S" INTO CURB FACE LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT—OF—WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT—SEAL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. . EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. 16. 17. 18. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 'LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.068, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE AT 11MES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT NTH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR—BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE MINOR STRUCTURES MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. ASST SURVEY MONUMENTENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT—OF—WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE i RIGHT—OF—WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. Know what's below. Cell before you din W v 11-7�9q CITY RECORDS NO: rn O M M r 0) � Q ,* U � 1* Z WO I < J W U W 3 - W to O N v N M W Y < m m 6Z � m 4 F= M Z w a oc -F"F0Z Q = n O V cz _ co 1 C_.) so 0 4W -4 F- W < = Ui °tf C.) v a W CO ®>W =�d Z 01.. 1-- 2 i oc Q a"> � a. Z r4 2 Cn A n c� N W y rL V m H 11— <' - [ m 6Z � m 4 F= M Z w a oc -F"F0Z Q = n O V cz _ co 1 C_.) so 0 4W -4 F- W < = Ui °tf C.) v a W CO ®>W =�d Z 01.. 1-- 2 i oc Q a"> � a. Z r4 2 Cn A n c� N W y rL V m H 11— <' STA. 31+43.00 F.L. TRACT BOUNDARY/ FD. K.C.W.A. 3 1/2- BRASS CAP MKD. LS 4258 FOR N.W. BEGIN FUTURE CURB &(ATTER STA_ 30+14_M M _4R nn i T =l COR. SEC. 11, 30/26 STA. 30+14.60 F.L. .>- 4S hU IUKE ANGLE POINT EX. PP oA 98 STA. 31+15.09 C.L. 48.00 . STA. -31+15.09 - _ -----------'--- _i. - STA 31+15.09 F.4.------- -----eM ,a- 26"E 10;0:1471-- - ------ F ---------- FUTURE CURB & GUTTER - - --- - - - - - - -TRACT - _ _ _ _ _ _ SACT BOUNDARY BOUNDARY ------TOE STA. 30+14.60 C.L. OF SLOPE---------- _ _ _ 1- _ BED MEDIAN CURB/ - --BEGIN TEMP. A.C. DIKE - ""-- BEGIN MEDIAN CURB -- --L--STA. 31+07.61 C.L. 7.00IRT. .STA. 30+14.60 C.L. 7.00 RT. TC. ELEV. 361.27' -----------29+00-TC. ELEV. 361.50' 30 _ ------IT ---3'L+ ------ -------------- ---------'- 60 EP TRS FAm UTURE MEDIAN ANGLE POINT -TEMP. A.C. DIKE CURB STA. 31+15.25 C.L. 7.00 RT. FUTURE R/W ") cc C> a Wei Uj 104 6 12 FUTURE(I - RWCA) _ -(C►) - ----__ - !_- - -_ 1 59.31 Ct J_jc ---------- ,� ---- -- FUTURE(5y - - '---- _- I%# IvIlki- UL P -n VIM" ...... vv. .... 1 I.L.. ,E.C.R./MATCH� STA. 31+08.9i E 6TURI)E 01.�EMNF'�cl�fc 374 372 370 368 366 364 362 360 358 356 354 352 350 372 370 368 366 364 362 360 358 356 354 352 350 V i nrnior a1vr / HIGHGATE PARK BLVD. SEE SHEET 5 MING AVENUE (STA. 30+14.60 C.L. TO STA. 40+81.78 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I MATCH FUTURE CURB -----hUIUKE (MADE BREAK --t =STA. 40+35.97 C.L. 7.00 lT.• SLOPE---'-- -. u U UP%%z%F U ® r=v-9%-'7_ UNIT 6 - ' - DERRENDA MESA WATER STORAGE DIS-rRIGT ------------- - - I j -----_-- ---- -- LTJ AW -------------- -- (w --------------- 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 i 41+00 . H.C. RAMP ELEV. REF. NO. DESCRIPTION F.C. ELEV. EO A.P. - H.C. RAMP 359.78' ] A.P. - H.C. RAMP 359.70' 30 A.P. - H.C. RAMP 359.60' ® A.P. - H.C. RAMP 359.79' FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A' A.C. Q 30' WIDE PUBLIC ACCESS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE *R1-1' - STOP - IR FURNISH & INSTALL IRRIGATION CONDUIT C.L. CENTERLINE BVC BEGIN VERTICAL CURVE R4-1 - DO NOT PASS *R4 W31(CA) - END N CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. OVER 0.50' CL II AGGREGATE BASE OVER 1.55' COMPACTED O.G. ' EASEMENT PER DOC. NO. 0209174864 O.R. ELEV ELEVATION EVC END VERTICAL CURVE -7A' - KEEP RIGHT *W75' - LANE ENDS MERGE LEFT IC FURNISH & INSTALL INTERCONNECT CONDUIT VALUE - 73, MIN. R VALUE 73 TO BE COMPACTED TO 95% RELATIVE DENSITY PER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R9-1 - RIGHT LANE ENDS "R26(CA' NO PARKING W3-3 - SIGNAL AHEAD 'W3-1' T�3 T�5 �g O CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A C.O.B. STD. ST -9. © C.L. 10 WIDE PG&E POLEUNE EASEMENT PER BK. 5351, PG. 1860 O.R. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R73-2(CA)" - STOP AHEAD FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - LEFT AND U TURN ONLY "W4-2' - PAVEMENT WIDTH TRANSITION *M4-2" in TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ® F- 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE 'A" END CURVE 'R81(CA)' - NO OUTLET O CURVE NUMBER FOR CURVE DESCRIPTION 0.30' TYPE A.C. OVER 0.40' CL II AGGREGATE BASE OVER 0.80' © . 20' WIDE SOUTHERN CALIFORNIA GAS COMPANY EC PIVC TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT - BIKE LANE 'R7-9' - NO PARKING I /B KE LANE �-7' -DOUBLE ARROW *"-1' ® CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. COMPACTED O.G., MIN. RVALUE=53, TO BE COMPACTED TO 95% RELATIVE PIPELINE EASEMENT PER B.K. 5738, PG. 2035 O.R. 'R6 -1R' - ONE WAY -RT - RIGHT LANE ENDS " O1 TAPER NUMBER FOR TAPER DESCRIPTION SIDEWALK SPECIFICATIONS ON STD. ST -3. DENSITY PER C.O.B. STD. ST -9. OF VERTICAL CURVE FC FC FINISH CONCRETE R5-1 - DO NOT ENTER W INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH ZO WIDE CITY OF BAKERSFlELD LEVEE a -In F.O.C. FACE CURB RIGHT-OF-WAY -- o FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. ® ITEM OF WORK - SEE SCHEDULE© W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE/TRACT BOUNDARY OF TRACT 3. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. S. D-14 WITH 3.5' EASEMENT PER DOC. NO. 0205174823 O.R. M IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND OPENINGS, UNLESS OTHERWISE NOTED. QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. S1I - - o EXISTING STORM DRAIN UNE Q CEMENT LEGEND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. © 35' WIDE CITY OF BAKERSFIELD LEVEE � M F - w IV) 4. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL In EASEMENT PER DOC. NO. 0205174822 o EXISTING SURVEY MONUMENT S EXISTING SEWER UNE to 7 PRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWLINE, STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS & 0205264430 BOTH O.R. G EXISTING GAS UNE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IF ANY DISCREPENCIES CONTRACTOR TO FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. w EXISTING WATER LINE BIKE LANE MARKINGS PER CAL -TRANS STANDARDS ® NOTIFY ENGINEER. REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. ® 30' WIDE PUBLIC ACCESS EASEMENT PER DOC.. NO. 0206107906 O.R. , Y FURNISH & INSTALL STREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO TS EXISTING TRAFFIC SIGNAL CONDUIT CAL -TRANS TYPE IV ARROW O SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. UNE TABLE N cr7° M BE 'LED" AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 °�°Uj LEFT OR RIGHT AS APPLICABLE VERT. CURVE M SEE DETAIL ON SHEET 6 T 3 T 5 1 6 EXISTING INTERCONNECT SPLICE BOX STOLE "STOP" MARKING PER CAL -TRANS STANDARDS 10 O FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: LINE BEARING DISTANCE NOTE: STREET LIGHTS ALONG HIGHGATE PARK BLVD. SHALL WLL EXISTING INTERCONNECT AHEAD " (4)-6" FOR TURF AND (1)-3" FOR TREES. Lt S 8924'26" E m W to W BE STERNBURG TYPE AS SHOWN ON SHEET 6. FURNISH AND INSTALL CATCH BASIN TYPE 'A" PER C.O.B. AHEAD MARKING PER CAL -TRANS STANDARDS $3 FUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH � In STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA STANDARD D-18. Q > 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. L2 S 89'55 46'" E 29.73' S0' 25' O' S0' 100' Know b@I4W. HEAD TYPE PER COB STD. DETAIL ST -23 THRU ST -26. ® EXISTING SEWER MANHOLE d what's SECTION DESIGNATION: M SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL TEMPORARY STRIPING AND MARKING DESIGNATED M FURNISH AND INSTALL 2 - 3 SCH. 40 CONDUITS WITH NO. 5 er M W cn Call before dig. V) W.- m m WITH (T) SHALL BE STRIPING TAPE (SSP) OR PULL BOXES PER C.O.B. STD. DET. T-33. z CURVE TABLE M c;: LO M LO ® EXISTING STORM DRAIN MANHOLE ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND m J W `_ A STANDARD SPECIFICATION PTH-02AUM ri CURVE RADIUS LENGTH TANGENT OW W _ _ _ _ 2 o W STANDARD SPECIFICATION PTH-02ALKYD, UNLESS OTHERWISE INDICATED. 14 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. C1 30.00' U W 9026'47" U W a W > cn r7 C2 30.00' 46.69' W t0cn [ I CITY RECORDS N O: + m m CR Z Q' t0 _j Q W W Cf {() W J W Q W ,r to ' W W X d- + O� Q Q O t? O ai C7 + W in U) to C�� Z m di �+ Q O d ^ � ^ H Q + W 0 d U 'L6 v rn RIMIGE EDGE FPA MEqT tmit U- 0 SOU 0, + �= I M O ROPOSED EDGE OF PAVEMEN Z v z LLJ ") + Q + C)0 ? N �-- U z ''� SIDE OF EDIAN o 1' ORTH SID OF MEDI INA APPROXIM TE TOP LEVEE 0 SOUTH SIDE OF MEDIA PROPO SOUTH FLOWUNE w Q N i U + ROXIM TE TOP LEVEE- EVEE m a U L -'-I- - - LU T OF LE F- d M rn m W - -- ---_ --- ---'_- - - - --- - -- --- ►-m V) ._. a > a U �'- d _ W -- - --- - - - -- r -0.25%-- - --- --- -- --- - --- S=-0.25 ---12� _ - - 0.25% _ mc~i� n v~ina: -0.99% _ - - - --L-=: _-+ _L_ -' _ - -- - -- -- - -_ _.- ^- -- `- -- ROXIMA -- ---- -- ---- -- - -- - Ld -- S= / S= 0.33% `g ^ ao rn o TO ATCH GR ND 0 FLOWLINE FUTU E GRAD BREA / R SOUTH OWLINE M as J E1 M - ---- - -- -- - -- - -- ---- - -- -- - FUTURE NORTH - -- S A. 1+68.3 '16.1-' 8.00LT. -- - -- ��� APPRzv) OX ATEEXI NG > > > OWLINE STA. 1+68.0 N. M114G FL. ---- - ---�- -- •. tr, GROLIN D 0 FLO NE W wtl W W W CJ C) r - 4 - d 4 4 4 1- a DEPR SSED F. ELEV. 359.5 ' �- a Q m W Z r " Q Q ELEV. 354.36' INV. 18 S CD Q rn ' z m C14 m�+ m a = m ►� U U v c z v~i f - Ir N 0 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 i 41+00 . 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 1 41 +00 374 372 370 368 366 364 362 360 358 356 354 352 350 372 370 368 366 364 362 360 358 356 354 352 350 H.C. RAMP ELEV. REF. NO. DESCRIPTION F.C. ELEV. EO A.P. - H.C. RAMP 359.78' ] A.P. - H.C. RAMP 359.70' 30 A.P. - H.C. RAMP 359.60' ® A.P. - H.C. RAMP 359.79' FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A' A.C. Q 30' WIDE PUBLIC ACCESS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE *R1-1' - STOP - IR FURNISH & INSTALL IRRIGATION CONDUIT C.L. CENTERLINE BVC BEGIN VERTICAL CURVE R4-1 - DO NOT PASS *R4 W31(CA) - END N CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. OVER 0.50' CL II AGGREGATE BASE OVER 1.55' COMPACTED O.G. ' EASEMENT PER DOC. NO. 0209174864 O.R. ELEV ELEVATION EVC END VERTICAL CURVE -7A' - KEEP RIGHT *W75' - LANE ENDS MERGE LEFT IC FURNISH & INSTALL INTERCONNECT CONDUIT VALUE - 73, MIN. R VALUE 73 TO BE COMPACTED TO 95% RELATIVE DENSITY PER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R9-1 - RIGHT LANE ENDS "R26(CA' NO PARKING W3-3 - SIGNAL AHEAD 'W3-1' T�3 T�5 �g O CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A C.O.B. STD. ST -9. © C.L. 10 WIDE PG&E POLEUNE EASEMENT PER BK. 5351, PG. 1860 O.R. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R73-2(CA)" - STOP AHEAD FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - LEFT AND U TURN ONLY "W4-2' - PAVEMENT WIDTH TRANSITION *M4-2" G TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ® CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B STD. DET. ST -3 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE 'A" END CURVE 'R81(CA)' - NO OUTLET O CURVE NUMBER FOR CURVE DESCRIPTION 0.30' TYPE A.C. OVER 0.40' CL II AGGREGATE BASE OVER 0.80' © . 20' WIDE SOUTHERN CALIFORNIA GAS COMPANY EC PIVC TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT - BIKE LANE 'R7-9' - NO PARKING I /B KE LANE �-7' -DOUBLE ARROW *"-1' ® CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. COMPACTED O.G., MIN. RVALUE=53, TO BE COMPACTED TO 95% RELATIVE PIPELINE EASEMENT PER B.K. 5738, PG. 2035 O.R. 'R6 -1R' - ONE WAY -RT - RIGHT LANE ENDS " O1 TAPER NUMBER FOR TAPER DESCRIPTION SIDEWALK SPECIFICATIONS ON STD. ST -3. DENSITY PER C.O.B. STD. ST -9. OF VERTICAL CURVE FC FC FINISH CONCRETE R5-1 - DO NOT ENTER INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH ®5 WIDE CITY OF BAKERSFlELD LEVEE F.O.C. FACE CURB RIGHT-OF-WAY -- o FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. ® ITEM OF WORK - SEE SCHEDULE© W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE/TRACT BOUNDARY OF TRACT 3. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. S. D-14 WITH 3.5' EASEMENT PER DOC. NO. 0205174823 O.R. IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND OPENINGS, UNLESS OTHERWISE NOTED. QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. S1I - - o EXISTING STORM DRAIN UNE Q CEMENT LEGEND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. © 35' WIDE CITY OF BAKERSFIELD LEVEE F - 4. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL In EASEMENT PER DOC. NO. 0205174822 o EXISTING SURVEY MONUMENT S EXISTING SEWER UNE to 7 PRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWLINE, STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS & 0205264430 BOTH O.R. G EXISTING GAS UNE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IF ANY DISCREPENCIES CONTRACTOR TO FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. w EXISTING WATER LINE BIKE LANE MARKINGS PER CAL -TRANS STANDARDS ® NOTIFY ENGINEER. REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. ® 30' WIDE PUBLIC ACCESS EASEMENT PER DOC.. NO. 0206107906 O.R. , E - FURNISH & INSTALL STREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO TS EXISTING TRAFFIC SIGNAL CONDUIT CAL -TRANS TYPE IV ARROW O SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. UNE TABLE N M BE 'LED" AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 LEFT OR RIGHT AS APPLICABLE SEE DETAIL ON SHEET 6 T 3 T 5 1 6 EXISTING INTERCONNECT SPLICE BOX STOLE "STOP" MARKING PER CAL -TRANS STANDARDS 10 O FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: LINE BEARING DISTANCE NOTE: STREET LIGHTS ALONG HIGHGATE PARK BLVD. SHALL WLL EXISTING INTERCONNECT AHEAD " (4)-6" FOR TURF AND (1)-3" FOR TREES. Lt S 8924'26" E to to BE STERNBURG TYPE AS SHOWN ON SHEET 6. FURNISH AND INSTALL CATCH BASIN TYPE 'A" PER C.O.B. AHEAD MARKING PER CAL -TRANS STANDARDS FUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA STANDARD D-18. EXISTING STRIPING AND MARKINGS, TYPICAL 11 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. L2 S 89'55 46'" E 29.73' S0' 25' O' S0' 100' Know b@I4W. HEAD TYPE PER COB STD. DETAIL ST -23 THRU ST -26. ® EXISTING SEWER MANHOLE d what's SECTION DESIGNATION: M SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL TEMPORARY STRIPING AND MARKING DESIGNATED M FURNISH AND INSTALL 2 - 3 SCH. 40 CONDUITS WITH NO. 5 M Call before dig. WITH (T) SHALL BE STRIPING TAPE (SSP) OR PULL BOXES PER C.O.B. STD. DET. T-33. CURVE TABLE you SECTION LETTER ® EXISTING STORM DRAIN MANHOLE ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. `_ A STANDARD SPECIFICATION PTH-02AUM ri CURVE RADIUS LENGTH TANGENT OW W _ _ _ _ 2 STANDARD SPECIFICATION PTH-02ALKYD, UNLESS OTHERWISE INDICATED. 14 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. C1 30.00' 47.36' 30.23' 9026'47" SHEET WHERE SECTION IS SHOWN C2 30.00' 46.69' 29.57' 89'10'43" [ I CITY RECORDS N O: ' W W ai W in U) to C�� Z m di �+ Q O d ^ � ^ W 0 d U 'L6 v rn m y o+ FRUPmu) PAVEMENT tmit U- 0 SOU 0, + �= I M ROPOSED EDGE OF PAVEMEN Q ? N �-- U z ''� SIDE OF EDIAN o 1' c d In C� � > APPROXIM TE TOP LEVEE 0 SOUTH SIDE OF MEDIA PROPO SOUTH FLOWUNE N PROXIMA m N m a U L T OF LE m W - -- ---_ --- ---'_- - - - --- - -- --- - ._. --- -- _ S�0 -- W -- - --- - - - -- - --- --- -- --- - --- ---12� -0.99% AP ROXIMA EXISTING / S= 0.33% `g ^ ao rn o GR ND 0 FLOWLINE R SOUTH OWLINE M as M - ---- - -- -- - -- - -- ---- - -- -- - - -- -- - -- -- - -- ��� APPRzv) OX ATEEXI NG > > > ---- - ---�- -- •. tr, GROLIN D 0 FLO NE W wtl W W W C) r - 4 - d 4 4 4 �- a Q m W Z r CD m C14 m a = U v z v~i f - Ir N 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 1 41 +00 374 372 370 368 366 364 362 360 358 356 354 352 350 372 370 368 366 364 362 360 358 356 354 352 350 STATION TABLE STA. 'A": q INTERSECTION STA. 31+45.16 C.L. MING = STA. 40+69.59 C.L. HIGHGATE PARK GAS PIPELINE LEGEND: 1O EXISTING 24" SO. CAL GAS H.P. PIPELINE. SEE SOUTHERN CALIFORNIA GAS NOTE ON SHEET 1 FOR SPECIAL INSTRUCTIONS REGARDING ANY CONSTRUCTION NEAR OR AROUND THE EXISTING PIPELINE. © EXISTING 34" PG&E H.P. PIPELINE. SEE PACIFIC GAS & ELECTRIC NOTE ON SHEET 1 FOR SPECIAL INSTRUCTIONS REGARDING ANY CONSTRUCTION NEAR OR AROUND THE EXISTING PIPELINE. H.C. RAMP ELEV. REF. NO. DESCRIPTION F.C. ELEV. EO A.P. - H.C. RAMP 359.78' ] A.P. - H.C. RAMP 359.70' 30 A.P. - H.C. RAMP 359.60' ® A.P. - H.C. RAMP 359.79' STATION TABLE STA. 'A": q INTERSECTION STA. 31+45.16 C.L. MING = STA. 40+69.59 C.L. HIGHGATE PARK GAS PIPELINE LEGEND: 1O EXISTING 24" SO. CAL GAS H.P. PIPELINE. SEE SOUTHERN CALIFORNIA GAS NOTE ON SHEET 1 FOR SPECIAL INSTRUCTIONS REGARDING ANY CONSTRUCTION NEAR OR AROUND THE EXISTING PIPELINE. © EXISTING 34" PG&E H.P. PIPELINE. SEE PACIFIC GAS & ELECTRIC NOTE ON SHEET 1 FOR SPECIAL INSTRUCTIONS REGARDING ANY CONSTRUCTION NEAR OR AROUND THE EXISTING PIPELINE. o (� LEGEND: LEGEND: (CONT;) LEGEND: (CONT) CONSTRUCTION NOTES: NOT EASEMENT LEGEND: ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 126-4(R)» ROUNDABOUT DIRECTIONAL fS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A' A.C. Q 30' WIDE PUBLIC ACCESS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE *R1-1' - STOP - IR FURNISH & INSTALL IRRIGATION CONDUIT C.L. CENTERLINE BVC BEGIN VERTICAL CURVE R4-1 - DO NOT PASS *R4 W31(CA) - END O CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. OVER 0.50' CL II AGGREGATE BASE OVER 1.55' COMPACTED O.G. EASEMENT PER DOC. NO. 0209174864 O.R. ELEV ELEVATION EVC END VERTICAL CURVE -7A' - KEEP RIGHT *W75' - LANE ENDS MERGE LEFT IC FURNISH & INSTALL INTERCONNECT CONDUIT VALUE - 73, MIN. R VALUE 73 TO BE COMPACTED TO 95% RELATIVE DENSITY PER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R9-1 - RIGHT LANE ENDS "R26(CA' NO PARKING W3-3 - SIGNAL AHEAD 'W3-1' T�3 T�5 �g O CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A C.O.B. STD. ST -9. © C.L. 10 WIDE PG&E POLEUNE EASEMENT PER BK. 5351, PG. 1860 O.R. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R73-2(CA)" - STOP AHEAD FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - LEFT AND U TURN ONLY "W4-2' - PAVEMENT WIDTH TRANSITION *M4-2" TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ® CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B STD. DET. ST -3 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE 'A" END CURVE 'R81(CA)' - NO OUTLET O CURVE NUMBER FOR CURVE DESCRIPTION 0.30' TYPE A.C. OVER 0.40' CL II AGGREGATE BASE OVER 0.80' © . 20' WIDE SOUTHERN CALIFORNIA GAS COMPANY EC PIVC TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT - BIKE LANE 'R7-9' - NO PARKING I /B KE LANE �-7' -DOUBLE ARROW *"-1' ® CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. COMPACTED O.G., MIN. RVALUE=53, TO BE COMPACTED TO 95% RELATIVE PIPELINE EASEMENT PER B.K. 5738, PG. 2035 O.R. 'R6 -1R' - ONE WAY -RT - RIGHT LANE ENDS " O1 TAPER NUMBER FOR TAPER DESCRIPTION SIDEWALK SPECIFICATIONS ON STD. ST -3. DENSITY PER C.O.B. STD. ST -9. OF VERTICAL CURVE FC FC FINISH CONCRETE R5-1 - DO NOT ENTER INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH ®5 WIDE CITY OF BAKERSFlELD LEVEE F.O.C. FACE CURB RIGHT-OF-WAY -- o FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. ® ITEM OF WORK - SEE SCHEDULE© W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE/TRACT BOUNDARY OF TRACT 3. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. S. D-14 WITH 3.5' EASEMENT PER DOC. NO. 0205174823 O.R. IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND OPENINGS, UNLESS OTHERWISE NOTED. QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. S1I - - o EXISTING STORM DRAIN UNE Q CEMENT LEGEND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. © 35' WIDE CITY OF BAKERSFIELD LEVEE 4. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL EASEMENT PER DOC. NO. 0205174822 o O EXISTING SURVEY MONUMENT S EXISTING SEWER UNE CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/4' WINGS 7 PRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWLINE, STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS & 0205264430 BOTH O.R. G EXISTING GAS UNE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IF ANY DISCREPENCIES CONTRACTOR TO FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. w EXISTING WATER LINE BIKE LANE MARKINGS PER CAL -TRANS STANDARDS ® NOTIFY ENGINEER. REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. ® 30' WIDE PUBLIC ACCESS EASEMENT PER DOC.. NO. 0206107906 O.R. , E - FURNISH & INSTALL STREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO TS EXISTING TRAFFIC SIGNAL CONDUIT CAL -TRANS TYPE IV ARROW O SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. UNE TABLE BE 'LED" AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 LEFT OR RIGHT AS APPLICABLE SEE DETAIL ON SHEET 6 T 3 T 5 1 6 EXISTING INTERCONNECT SPLICE BOX STOLE "STOP" MARKING PER CAL -TRANS STANDARDS 10 O FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: LINE BEARING DISTANCE NOTE: STREET LIGHTS ALONG HIGHGATE PARK BLVD. SHALL IC EXISTING INTERCONNECT AHEAD " (4)-6" FOR TURF AND (1)-3" FOR TREES. Lt S 8924'26" E 100.65' SCALE: 1" = 50' BE STERNBURG TYPE AS SHOWN ON SHEET 6. FURNISH AND INSTALL CATCH BASIN TYPE 'A" PER C.O.B. AHEAD MARKING PER CAL -TRANS STANDARDS FUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA STANDARD D-18. EXISTING STRIPING AND MARKINGS, TYPICAL 11 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. L2 S 89'55 46'" E 29.73' S0' 25' O' S0' 100' Know b@I4W. HEAD TYPE PER COB STD. DETAIL ST -23 THRU ST -26. ® EXISTING SEWER MANHOLE " what's SECTION DESIGNATION: NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL TEMPORARY STRIPING AND MARKING DESIGNATED 12 FURNISH AND INSTALL 2 - 3 SCH. 40 CONDUITS WITH NO. 5 Call before dig. WITH (T) SHALL BE STRIPING TAPE (SSP) OR PULL BOXES PER C.O.B. STD. DET. T-33. CURVE TABLE you SECTION LETTER ® EXISTING STORM DRAIN MANHOLE ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. `_ A STANDARD SPECIFICATION PTH-02AUM MARKING SHALL BE THERMOPLASTIC PER CALTRANS CURVE RADIUS LENGTH TANGENT DELTA _ _ _ _ 2 STANDARD SPECIFICATION PTH-02ALKYD, UNLESS OTHERWISE INDICATED. 14 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. C1 30.00' 47.36' 30.23' 9026'47" SHEET WHERE SECTION IS SHOWN C2 30.00' 46.69' 29.57' 89'10'43" [ CITY RECORDS N O: o (� mn MATCH FUTURE CURB --------V C '�6\14� \ � FUTURE CURB & GUTTER ����- -------------------------------- -------------- - ------------- --- '� �_ _ k\� -SEX. TOE OF SLC ---------- --------------------- L ----------------==---=---------- __ ______________________ --- -- _P�----------------------------- ---- -Q - MEDIAN CURB- V) URB- - -_-_ ------------------- FUTURE M ----- w-- +_----- _1 x---------------------xl---- - -------------*---- 42+00, �� 43+00 44+00 36187 EP'- 0 a i-- F- - U-jTOP OF SLOPE MATCH MEDIAN - SHEET 3 'STA. 40+81.78.L 7.00 R77 T.C. ELEV. 363.00' _ 374 372 370 368 366 364 362 360 358 356 354 352 kwl 372 370 368 366 364 362 360 358 356 354 352 I I UN1 11 5I I I I S00'13'05"W 146.17' SEE�l SHE T 11 FOR DETAILS MING AVENUE (STA. 40+81.78 C.L TO STA. 53+05.62 C.L) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ------------ -'�iF ------------- n In ,or rn nn' L ---------- TflXT 7Z5i M99 EXISTING CURB EXISTING RIGHT OF WAY EXIT STING WALL %CT 7250624 \uwr a 141+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 1 51+00 52+00 53+00 50.00' 374 372 370 368 366 364 f/ 362 \ 360 358 356 354 352 350 54+00 372 350 41+00 42+00 43+00 44+00 45+00 46+00 47+00 LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) ABBREVIATIONS - 0 - FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TS O.00 F.L FI_OWUNE POVC POINT ON VERTICAL CURVE "R1-1' - STOP 'R6 -4(R)- - ROUNDABOUT DIRECTIONAL IR FURNISH & INSTALL IRRIGATION CONDUIT C.L CENTERLINE BVC BEGIN VERTICAL CURVE 'R4-1' - DO NOT PASS 'W31(CA)- - END ELEV ELEVATION EVC END VERTICAL CURVE "R4 -7A' - KEEP RIGHT "R9-1' 'W75" - LANE ENDS MERGE LEFT "W3-3" 1a FURNISH & INSTALL INTERCONNECT CONDUIT - RIGHT LANE ENDS - SIGNAL AHEAD BCR VERT. CURVE 'W3-1" - STOP AHEAD T�3 �5 �B FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT - END CURB RETURN PRC POINT OF REVERSE CURVATURE CURVE M 0 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE U TURN ONLY 'W14-.2" - NO OUTLET O1 CURVE NUMBER FOR CURVE DESCRIPTION EC END CURVE TC TDP OF CURB "R81(CA)- - BIKE LANE 'Wi-7' - DOUBLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R7-9" - NO PARKING/BIKE LANE 'R6 -1R' - ONE WAY -RT -M-1- _ RIGHT LANE ENDS 'R5-1- O1 TAPER NUMBER FOR TAPER DESCRIPTION VER. - DO NOT ENTER F.O.C. FACE OF CURB R/W RIGHT-OF-WAY - - FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. ® ITEM OF WORK - SEE SCHEDULE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING STORM DRAIN UNE © EASEMENT LEGEND - - ° @o EXISTING SURVEY MONUMENT s EXISTING SEWER UNE CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/4' WINGS G 00 EXISTING GAS UNE M PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) M FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. Nrn EXISTING WATER UNEqqj BIKE LANE MARKINGS PER CAL -TRANS STANDARDS -G- FURNISH & INSTALL STREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO Ts EXISTING TRAFFIC SIGNAL CONDUIT CAL -TRANS TYPE IV ARROW LIFT OR RIGHT AS APPLICABLE BE "LED" AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-&01 SEE DETAIL ON SHEET 6 T 3 T5Tis EXISTING INTERCONNECT SPLICE BOX � ST O� 'STOFp MARKING PER CAL -TRANS STANDARDS NOTE: STREET LIGHTS ALONG HIGHGATE PARK BLVD. SHALL is EXISTING INTERCONNECT RVE MARKING PER CAL -TRANS STANDARDS BE STERNBURG TYPE AS SHOWN ON SHEET 6. � " FURNISH AND INSTALL CATCH BASIN TYPE A PER C.O.B. STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA STANDARD D-18 EXISTING STRIPING AND MARKINGS, TYPICAL EXISTING HEAD TYPE PER COB STD. DETAIL ST -23 THRU ST -26. ® EXISTING SEWER MANHOLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL TEMPORARY STRIPING AND MARKING DESIGNATED SECTION DESIGNATION: WITH (T) SHALL BE STRIPING TAPE (SSP) OR SECTION LETTER 0 M 04 WATERBOURNE PAINT. ALL OTHER STRIPING AND F- TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD, UNLESS _ 2 OTHERWISE INDICATED. SHEET VIHERE SECTION IS SHOWN . N 00 aUj > > M M M La OD Of W W J W W Ld O tC�p> C to W W tM0 - M W M 00 W W Os W W CV M W W + W 4>I W O CD Ld O WCo W N04 M ,cq UAV d) + + W 04 "' + (%j _ + + W + :PROXIMATE EXISTIN () t0 cn Q a < i5 c PROPOSED FU RE EDGE OF PA ENT__4 cn- - - - FUTURE NORTH OWUNE PROXIMA TOP LEVEE uti a Q o 1cn > • a N 0 TH SIDE MEDIA NORTH IDE OF MI PROP D SOUTH R-OWUNE a - S- '. - `c- ___ -- -_ - -_ via vii - -- -- - --- _ _ .4E,% - - --- -- -- - -- ---- --- -- ---- - -- _ _ N cD STING FLOWUNE - - - FUTURE GRADE BREA / OXIMATE OP OF VEE ATCH RAS' I me) 1.7� 04 CATCf BASIN N0. 2 O STA. +0081, C.L. 48.00RT. o W STA. 6+06.6 , N. M14G FL. - - - - STA. 6+06. 7, S. M NG F.L JNORM L F.L V.=3 0.77' W z' J DEPRESSED F.L.ELEV. 359.74' r , E V. 355.08' INV. 18" N a = ELEV. 355.80' INV. 1 S U c � CMD1 ' Z■ 141+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 1 51+00 52+00 53+00 50.00' 374 372 370 368 366 364 f/ 362 \ 360 358 356 354 352 350 54+00 372 48+00 49+00 50+00 CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O2 CONSTRUCT TYPE 'M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A 3 REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. OCONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B STD. DET. ST -3 OCONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH © W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE/TRACT BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. OPRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWUNE, 7 STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. IF ANY DISCREPENCIES CONTRACTOR TO NOTIFY ENGINEER. ® REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. OSAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. OFURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC 1 SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6- FOR TURF AND (1)-3" FOR TREES. OFUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 11 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. 12 FURNISH AND INSTALL 2 - 3" SCH. 40 CONDUITS WITH NO. 5 PULL BOXES PER C.O.B. STD. DET. T-33. 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 51+00 52+00 53+00 NOTES: 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE W A.C. OVER 0.50' CL II AGGREGATE BASE OVER 1.55' COMPACTED O.G., MIN. R VALUE -73, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.40' CL II AGGREGATE BASE OVER 0.80' COMPACTED O.G., MIN. R VALUE=53, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE 'A- PER C.O.B. STD. D-14 WITH 3.5' OPENINGS, UNLESS OTHERWISE NOTED. 4. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT EXISTING STRIPING' AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. Know what's below. Call before you dig. 370 368 366 364 362 360 358 356 354 352 350 54+00 EASEMENT LEGEND: 0 30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0209174864 O.R. ©C.L. 10' WADE PG&E POLEUNE EASEMENT PER BK. 5351, PG. 1860 O.R. ©20' WIDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE EASEMENT PER B.K. 5738, PG 2035 O.R. 5' WADE CITY OF BAKERSRELD LEVEE EASEMENT PER DOC. NO. 0205174823 O.R. ©35' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. ®30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. QPROPOSED 20' WIDE STORM DRAIN EASEMENT TO BE DEDICATED WITH THE FINAL MAP SCALE: 1" = 50' 50' 25' O' 50' 100' 350 41+00 42+00 43+00 44+00 45+00 46+00 47+00 LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) ABBREVIATIONS - 0 - FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TS O.00 F.L FI_OWUNE POVC POINT ON VERTICAL CURVE "R1-1' - STOP 'R6 -4(R)- - ROUNDABOUT DIRECTIONAL IR FURNISH & INSTALL IRRIGATION CONDUIT C.L CENTERLINE BVC BEGIN VERTICAL CURVE 'R4-1' - DO NOT PASS 'W31(CA)- - END ELEV ELEVATION EVC END VERTICAL CURVE "R4 -7A' - KEEP RIGHT "R9-1' 'W75" - LANE ENDS MERGE LEFT "W3-3" 1a FURNISH & INSTALL INTERCONNECT CONDUIT - RIGHT LANE ENDS - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA - - NO PARKING 'W3-1" - STOP AHEAD T�3 �5 �B FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT - END CURB RETURN PRC POINT OF REVERSE CURVATURE CURVE 'W4-2' - PAVEMENT WIDTH TRANSITION TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE U TURN ONLY 'W14-.2" - NO OUTLET O1 CURVE NUMBER FOR CURVE DESCRIPTION EC END CURVE TC TDP OF CURB "R81(CA)- - BIKE LANE 'Wi-7' - DOUBLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R7-9" - NO PARKING/BIKE LANE 'R6 -1R' - ONE WAY -RT -M-1- _ RIGHT LANE ENDS 'R5-1- O1 TAPER NUMBER FOR TAPER DESCRIPTION VER. - DO NOT ENTER F.O.C. FACE OF CURB R/W RIGHT-OF-WAY - - FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. ® ITEM OF WORK - SEE SCHEDULE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING STORM DRAIN UNE © EASEMENT LEGEND - - ° @o EXISTING SURVEY MONUMENT s EXISTING SEWER UNE CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/4' WINGS M EXISTING GAS UNE M PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. w EXISTING WATER UNEqqj BIKE LANE MARKINGS PER CAL -TRANS STANDARDS -G- FURNISH & INSTALL STREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO Ts EXISTING TRAFFIC SIGNAL CONDUIT CAL -TRANS TYPE IV ARROW LIFT OR RIGHT AS APPLICABLE BE "LED" AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-&01 SEE DETAIL ON SHEET 6 T 3 T5Tis EXISTING INTERCONNECT SPLICE BOX � ST O� 'STOFp MARKING PER CAL -TRANS STANDARDS NOTE: STREET LIGHTS ALONG HIGHGATE PARK BLVD. SHALL is EXISTING INTERCONNECT AHEAD MARKING PER CAL -TRANS STANDARDS BE STERNBURG TYPE AS SHOWN ON SHEET 6. � " FURNISH AND INSTALL CATCH BASIN TYPE A PER C.O.B. STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA STANDARD D-18 EXISTING STRIPING AND MARKINGS, TYPICAL EXISTING HEAD TYPE PER COB STD. DETAIL ST -23 THRU ST -26. ® EXISTING SEWER MANHOLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL TEMPORARY STRIPING AND MARKING DESIGNATED SECTION DESIGNATION: WITH (T) SHALL BE STRIPING TAPE (SSP) OR SECTION LETTER 0 Li 04 WATERBOURNE PAINT. ALL OTHER STRIPING AND A TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD, UNLESS _ 2 OTHERWISE INDICATED. SHEET VIHERE SECTION IS SHOWN Cl 00 aUj M M M Of W Ld M 00 W W Os W W CV M W CD Ld O WCo W N04 M + + W 04 "' + (%j _ + + W + :PROXIMATE EXISTIN () t0 Q < i5 PROPOSED EDGE OF PA EN PROXIMA TOP LEVEE > a Q o 1cn > • a N 0 TH SIDE MEDIA PROP D SOUTH R-OWUNE a `c- ___ -- -_ - -_ _ --- - -- -- - --- - - - S=0.3f% - --- -- -- --- --- =-b. --- - - _ _ N cD STING FLOWUNE - - - ATCH RAS' I me) 1.7� O STA. +0081, C.L. 48.00RT. - - - - STA. 6+06. 7, S. M NG F.L W z' J DEPRESSED F.L.ELEV. 359.74' r , E V. 355.08' INV. 18" N a � CMD1 48+00 49+00 50+00 CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O2 CONSTRUCT TYPE 'M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A 3 REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. OCONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B STD. DET. ST -3 OCONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH © W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE/TRACT BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. OPRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWUNE, 7 STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. IF ANY DISCREPENCIES CONTRACTOR TO NOTIFY ENGINEER. ® REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. OSAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. OFURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC 1 SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6- FOR TURF AND (1)-3" FOR TREES. OFUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 11 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. 12 FURNISH AND INSTALL 2 - 3" SCH. 40 CONDUITS WITH NO. 5 PULL BOXES PER C.O.B. STD. DET. T-33. 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 51+00 52+00 53+00 NOTES: 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE W A.C. OVER 0.50' CL II AGGREGATE BASE OVER 1.55' COMPACTED O.G., MIN. R VALUE -73, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.40' CL II AGGREGATE BASE OVER 0.80' COMPACTED O.G., MIN. R VALUE=53, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE 'A- PER C.O.B. STD. D-14 WITH 3.5' OPENINGS, UNLESS OTHERWISE NOTED. 4. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT EXISTING STRIPING' AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. Know what's below. Call before you dig. 370 368 366 364 362 360 358 356 354 352 350 54+00 EASEMENT LEGEND: 0 30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0209174864 O.R. ©C.L. 10' WADE PG&E POLEUNE EASEMENT PER BK. 5351, PG. 1860 O.R. ©20' WIDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE EASEMENT PER B.K. 5738, PG 2035 O.R. 5' WADE CITY OF BAKERSRELD LEVEE EASEMENT PER DOC. NO. 0205174823 O.R. ©35' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. ®30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. QPROPOSED 20' WIDE STORM DRAIN EASEMENT TO BE DEDICATED WITH THE FINAL MAP SCALE: 1" = 50' 50' 25' O' 50' 100' 350 41+00 42+00 43+00 44+00 45+00 46+00 47+00 LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) ABBREVIATIONS - 0 - FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT F.L FI_OWUNE POVC POINT ON VERTICAL CURVE "R1-1' - STOP 'R6 -4(R)- - ROUNDABOUT DIRECTIONAL IR FURNISH & INSTALL IRRIGATION CONDUIT C.L CENTERLINE BVC BEGIN VERTICAL CURVE 'R4-1' - DO NOT PASS 'W31(CA)- - END ELEV ELEVATION EVC END VERTICAL CURVE "R4 -7A' - KEEP RIGHT "R9-1' 'W75" - LANE ENDS MERGE LEFT "W3-3" 1a FURNISH & INSTALL INTERCONNECT CONDUIT - RIGHT LANE ENDS - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA - - NO PARKING 'W3-1" - STOP AHEAD T�3 �5 �B FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R73-2(CA)' - LEFT AND 'W4-2' - PAVEMENT WIDTH TRANSITION TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE U TURN ONLY 'W14-.2" - NO OUTLET O1 CURVE NUMBER FOR CURVE DESCRIPTION EC END CURVE TC TDP OF CURB "R81(CA)- - BIKE LANE 'Wi-7' - DOUBLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R7-9" - NO PARKING/BIKE LANE 'R6 -1R' - ONE WAY -RT -M-1- _ RIGHT LANE ENDS 'R5-1- O1 TAPER NUMBER FOR TAPER DESCRIPTION OF VERTICAL CURVE FC FINISH CONCRETE - DO NOT ENTER F.O.C. FACE OF CURB R/W RIGHT-OF-WAY - - FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. ® ITEM OF WORK - SEE SCHEDULE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING STORM DRAIN UNE © EASEMENT LEGEND - - ° @o EXISTING SURVEY MONUMENT s EXISTING SEWER UNE CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/4' WINGS c EXISTING GAS UNE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. w EXISTING WATER UNEqqj BIKE LANE MARKINGS PER CAL -TRANS STANDARDS -G- FURNISH & INSTALL STREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO Ts EXISTING TRAFFIC SIGNAL CONDUIT CAL -TRANS TYPE IV ARROW LIFT OR RIGHT AS APPLICABLE BE "LED" AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-&01 SEE DETAIL ON SHEET 6 T 3 T5Tis EXISTING INTERCONNECT SPLICE BOX � ST O� 'STOFp MARKING PER CAL -TRANS STANDARDS NOTE: STREET LIGHTS ALONG HIGHGATE PARK BLVD. SHALL is EXISTING INTERCONNECT AHEAD MARKING PER CAL -TRANS STANDARDS BE STERNBURG TYPE AS SHOWN ON SHEET 6. � " FURNISH AND INSTALL CATCH BASIN TYPE A PER C.O.B. STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA STANDARD D-18 EXISTING STRIPING AND MARKINGS, TYPICAL EXISTING HEAD TYPE PER COB STD. DETAIL ST -23 THRU ST -26. ® EXISTING SEWER MANHOLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL TEMPORARY STRIPING AND MARKING DESIGNATED SECTION DESIGNATION: WITH (T) SHALL BE STRIPING TAPE (SSP) OR SECTION LETTER 0 EXISTING STORM DRAIN MANHOLE ALL PERMANENT STRIPING & PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND A TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD, UNLESS _ 2 OTHERWISE INDICATED. SHEET VIHERE SECTION IS SHOWN 48+00 49+00 50+00 CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O2 CONSTRUCT TYPE 'M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A 3 REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. OCONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B STD. DET. ST -3 OCONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH © W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE/TRACT BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. OPRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWUNE, 7 STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. IF ANY DISCREPENCIES CONTRACTOR TO NOTIFY ENGINEER. ® REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. OSAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. OFURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC 1 SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6- FOR TURF AND (1)-3" FOR TREES. OFUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 11 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. 12 FURNISH AND INSTALL 2 - 3" SCH. 40 CONDUITS WITH NO. 5 PULL BOXES PER C.O.B. STD. DET. T-33. 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 51+00 52+00 53+00 NOTES: 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE W A.C. OVER 0.50' CL II AGGREGATE BASE OVER 1.55' COMPACTED O.G., MIN. R VALUE -73, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.40' CL II AGGREGATE BASE OVER 0.80' COMPACTED O.G., MIN. R VALUE=53, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE 'A- PER C.O.B. STD. D-14 WITH 3.5' OPENINGS, UNLESS OTHERWISE NOTED. 4. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT EXISTING STRIPING' AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. Know what's below. Call before you dig. 370 368 366 364 362 360 358 356 354 352 350 54+00 EASEMENT LEGEND: 0 30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0209174864 O.R. ©C.L. 10' WADE PG&E POLEUNE EASEMENT PER BK. 5351, PG. 1860 O.R. ©20' WIDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE EASEMENT PER B.K. 5738, PG 2035 O.R. 5' WADE CITY OF BAKERSRELD LEVEE EASEMENT PER DOC. NO. 0205174823 O.R. ©35' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. ®30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. QPROPOSED 20' WIDE STORM DRAIN EASEMENT TO BE DEDICATED WITH THE FINAL MAP SCALE: 1" = 50' 50' 25' O' 50' 100' FUTURE PARK (NOT A PART) FUTURE -UGmB--------- - AND GUTTER U CV M � ---��- -�- _ .n FUTURE CURB "' o - -- /1TJ6�GOTtER- - --"� TRACT 7300 BOUNDARY 'D L PROPOSED WALL, +I SEE SEPARATE PLAN MI �1 17 1 I CT71rr%f% I Qum UNIT 1 acNLrt a alunm UKPJN ruVvz)) `PEMBERLEY PASSAGE DRIVE UNIHI %) STSEE TRACT 7299REET IIMPROVEMENOT PLANS HIGHGATE PARK BOULEVARD (STA. 33+28.14 C.L. TO STA. 40+69.59 C.L) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 FUTURE 18' DRAIN 43.01' 501-08'16"W - -OH- MING OH- MING AVENUE SEE SHEET 3 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 372 370 368 366 364 362 360 358 356 354 352 350 G>UMT11 32+00 33+00 LEGEND: 34+00 35+00 36+00 37+00 38+00 U ABBREVIATIONS LEGEND: (COT FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: �N I_ FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT F.L. FLOWUNE POVC POINT ON VERTICAL CURVE "R1-1" - STOP 'R6 -4(R)" - ROUNDABOUT DIRECTIONAL N 2'04'51" E 165.03' C.L CENTERUNE BVC BEGIN VERTICAL CURVE "R4-1' - DO NOT PASS 'W31(CA)" - END IR FURNISH & INSTALL IRRIGATION CONDUIT ELEV BCR ELEVATION EVC ED VERTICAL CURVE BEGIN CURB RETURN "R4 -7A" - KEEP RIGHT "R8-1" - RIGHT LANE EDS 'W75' - LANE ENDS MERGE LEFT 'W3-3' - SIGNAL AHEAD 1C FURNISH & INSTALL INTERCONNECT CONDUIT ECR PI POINT OF INTERSECTION ED CURB RETURN PRC POINT OF REVERSE CURVATURE 'R26(CA " - NO PARKING *R73-2(CA)'U LEFT AND 'W3-1" - STOP AHEAD "W4-2" IR3 TR5 m FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE TURN ONLY - PAVEMENT WIDTH TRANSITION "WI4-2' - NO OUTLET jam, iA 0) N < I W1 -1s - DOUBLE ARROW p CURVE NUMBER FOR CURVE DESCRIPTION PIVC M R7-9 - NO PARKING /BIKE LANE "R6 -W9-1s -RIGHT LANE ENDS ® I B.C. STA. 39+61.92, 11.50LT. OF VERTICAL CURVE FC FINISH CONCRETE -1R" - ONE WAY -RT "R5-1' - DO NOT ENTER �1 TAPER NUMBER FOR TAPER DESCRIPTION INS LL 426.7z LF OF 8 R - CP 0 0.45% 60.00' 45.67' 24.01' 4336'51" - - o FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. M ITEM OF WORK - SEE SCHEDULE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -1& - - o EXISTING STORM DRAIN UNE 30.23' 90'26'47" ® 30.00' WJ 29.57' a" EASEMENT LEGEND tG EXISTING SURVEY MONUMENT s tC CL t0 ^ ` CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/4' WINGS in N M WLu PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. n� U � t- � EXISTING WATER UNE 5 BIKE LANE MARKINGS PER CAL -TRANS STANDARDS -e- FURNISH & INSTALL STREET UGHT - 9500 LUMEN. STREET UGHTS ARE TO BE 'LED' cc [::� MM MRi Ts AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01LEFT Tia Tgs res OR RIGHT AS APPUCABLE piW SEE DETAIL ON SHEET 6 EXISTING INTERCONNECT SPUCE BOX S1 Up "STOP' MARKING PER CAL -TRANS STANDARDS NOTE: STREET LIGHTS ALONG HIGHGATE PARK BLVD. SHALL IC EXISTING INTERCONNECT to AJ BE STERNBURG TYPE AS SHOWN ON SHEET 6. FURNISH AND INSTALL CATCH BASIN TYPE 'A" PER C.O.B. AHEAD "AHS" MARKING PER CAL -TRANS STANDARDS STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA HEAD TYPE PER COB STD. DETAIL ST -23 THRU ST -26. STANDARD D-18. > EXISTING STRIPING AND MARKINGS, TYPICAL J m ® EXISTING SEWER MANHOLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL TEMPORARY STRIPING AND MARKING DESIGNATED J SECTION LETTER A J EXISTING STORM DRAIN MANHOLE ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC - - - - _ STANDARD SPECIFICATION PTH -02A" W W 2 OTHERWISE INDICATED. m SHEET WHERE SECTION IS SHOWN WI W J to z i .- t^O Off Oni NQQ "' Ito`•' tM luIcp j tw W J N aD MceN W ^ n 9 M Qa tA M M t7 r M .1z iA M M < � •- cq Y W 2� W W �) W + � Z d m Mi 1. M j to M W ?" .. t _ W m U < W a cj W d a W PRO WEST OWUNE a: d c~i> =0.90% EXISTING GR ND ® .�- to m N N �' a `'' to a.. m to a o rn W�' � co � p � M M PROPOSED +4 VYUNE c M to + - + S=0.25 \ a < a �, M M M e7 r7 M M ,� a PR OSED E ST FLO NE " d ci tY ci 0.51% 0'sow PROPO FLOW NE i- to m a F- ►- to a to _ -� - __s=_0_4_0% �- °D to n: (n o- to ROPOSED EST FUTURE UNE .3 S=0.51% ---- -- --- -- ---- -- ---- -- -- - -- --- - -- - -- - -- -- - -- - -- -- - -- -- - -- - - __S=_0.4_oX - - -- -- EXI NG GR ND A -------------- --- -0.51% 0.51% PR OSED FL WUNE PR PROPOSED WE -- PROPOSE FUTURE S= .40% - -- EAS NE 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 372 370 368 366 364 362 360 358 356 354 352 350 G>UMT11 41+00 368 366 364 362 360 358 356 354 352 41+50 372 370 368 366 364 362 360 358 356 354 352 350 39+00 40+00 41+00 41+50 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A 3 REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. ® CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B STD. DET. ST -3 OCONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE/TRACT BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. OPRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWLINE, STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. IF ANY DISCREPENCIES CONTRACTOR TO NOTIFY ENGINEER. O$ REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE: OSAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. 10 FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6" FOR TURF AND (1)-3" FOR TREES. OFUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. 2 FURNISH AND INSTALL 2 - 3" SCH. 40 CONDUITS WITH NO. 5 PULL BOXES PER C.O.B. STD. DET. T-33. 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. UNE 'TABLE 32+00 33+00 LEGEND: 34+00 35+00 36+00 37+00 38+00 U ABBREVIATIONS LEGEND: (COT FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LEGEND: (CO_ NT.) Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT F.L. FLOWUNE POVC POINT ON VERTICAL CURVE "R1-1" - STOP 'R6 -4(R)" - ROUNDABOUT DIRECTIONAL N 2'04'51" E 165.03' C.L CENTERUNE BVC BEGIN VERTICAL CURVE "R4-1' - DO NOT PASS 'W31(CA)" - END IR FURNISH & INSTALL IRRIGATION CONDUIT ELEV BCR ELEVATION EVC ED VERTICAL CURVE BEGIN CURB RETURN "R4 -7A" - KEEP RIGHT "R8-1" - RIGHT LANE EDS 'W75' - LANE ENDS MERGE LEFT 'W3-3' - SIGNAL AHEAD 1C FURNISH & INSTALL INTERCONNECT CONDUIT ECR PI POINT OF INTERSECTION ED CURB RETURN PRC POINT OF REVERSE CURVATURE 'R26(CA " - NO PARKING *R73-2(CA)'U LEFT AND 'W3-1" - STOP AHEAD "W4-2" IR3 TR5 m FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE TURN ONLY - PAVEMENT WIDTH TRANSITION "WI4-2' - NO OUTLET 357.75' TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE EC ED CURVE TC TOP OF CURB "R81(CA)' - BIKE LANE � " W1 -1s - DOUBLE ARROW O1 CURVE NUMBER FOR CURVE DESCRIPTION PIVC POINT OF INTERSECTION Tp TOP OF PAVEMENT R7-9 - NO PARKING /BIKE LANE "R6 -W9-1s -RIGHT LANE ENDS ® I B.C. STA. 39+61.92, 11.50LT. OF VERTICAL CURVE FC FINISH CONCRETE -1R" - ONE WAY -RT "R5-1' - DO NOT ENTER �1 TAPER NUMBER FOR TAPER DESCRIPTION INS LL 426.7z LF OF 8 R - CP 0 0.45% 60.00' 45.67' 24.01' 4336'51" - - o FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. ® ITEM OF WORK - SEE SCHEDULE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -1& - - o EXISTING STORM DRAIN UNE 30.23' 90'26'47" ® 30.00' 46.69' 29.57' 0 EASEMENT LEGEND @ EXISTING SURVEY MONUMENT s EXISTING SEWER UNE CL 0 ^ ` CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/4' WINGS in N � WLu PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. n� U � I � EXISTING WATER UNE 5 BIKE LANE MARKINGS PER CAL -TRANS STANDARDS -e- FURNISH & INSTALL STREET UGHT - 9500 LUMEN. STREET UGHTS ARE TO BE 'LED' EXISTING TRAFFIC SIGNAL CONDUIT CAL -TRANS TYPE IV ARROW Ts AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01LEFT Tia Tgs res OR RIGHT AS APPUCABLE SEE DETAIL ON SHEET 6 EXISTING INTERCONNECT SPUCE BOX S1 Up "STOP' MARKING PER CAL -TRANS STANDARDS NOTE: STREET LIGHTS ALONG HIGHGATE PARK BLVD. SHALL IC EXISTING INTERCONNECT to BE STERNBURG TYPE AS SHOWN ON SHEET 6. FURNISH AND INSTALL CATCH BASIN TYPE 'A" PER C.O.B. AHEAD "AHS" MARKING PER CAL -TRANS STANDARDS STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA HEAD TYPE PER COB STD. DETAIL ST -23 THRU ST -26. STANDARD D-18. EXISTING STRIPING AND MARKINGS, TYPICAL SECTION DESIGNATION: ® EXISTING SEWER MANHOLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL TEMPORARY STRIPING AND MARKING DESIGNATED SECTION LETTER A C5 EXISTING STORM DRAIN MANHOLE ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC - - - - _ STANDARD SPECIFICATION PTH -02A" PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD, UNLESS 2 OTHERWISE INDICATED. SHEET WHERE SECTION IS SHOWN to z .- t^O Off Oni NQQ "' Ito`•' tM luIcp j W J N aD ^ 9 M tA M M t7 r M .1z iA M M � •- Y W W W �) W � Z d m 0 W W ?" .. t _ W m W W W W mI W .�- N N N a.. to ,��. � � co � p � M M +4 c M to + - + \ a < a �, M M M e7 r7 M M ,� a PR OSED E ST FLO NE " d ci tY ci 0'sow PROPO FLOW NE i- to m a F- ►- to a to t- w to �- °D to n: (n o- to S=0.25 .3 - - - -- - - - -- - -- -- - -- - -- -- - -- -- - -- - - __S=_0.4_oX - - -- -- -------------- --- -0.51% 0.51% PR PROPOSED WE -- PROPOSE FUTURE S= .40% - -- EAS NE --UN - - 41+00 368 366 364 362 360 358 356 354 352 41+50 372 370 368 366 364 362 360 358 356 354 352 350 39+00 40+00 41+00 41+50 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A 3 REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. ® CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B STD. DET. ST -3 OCONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE/TRACT BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. OPRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWLINE, STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. IF ANY DISCREPENCIES CONTRACTOR TO NOTIFY ENGINEER. O$ REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE: OSAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. 10 FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6" FOR TURF AND (1)-3" FOR TREES. OFUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. 2 FURNISH AND INSTALL 2 - 3" SCH. 40 CONDUITS WITH NO. 5 PULL BOXES PER C.O.B. STD. DET. T-33. 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. UNE 'TABLE 32+00 33+00 LEGEND: 34+00 35+00 36+00 37+00 38+00 U ABBREVIATIONS LEGEND: (COT FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LEGEND: (CO_ NT.) Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT F.L. FLOWUNE POVC POINT ON VERTICAL CURVE "R1-1" - STOP 'R6 -4(R)" - ROUNDABOUT DIRECTIONAL N 2'04'51" E 165.03' C.L CENTERUNE BVC BEGIN VERTICAL CURVE "R4-1' - DO NOT PASS 'W31(CA)" - END IR FURNISH & INSTALL IRRIGATION CONDUIT ELEV BCR ELEVATION EVC ED VERTICAL CURVE BEGIN CURB RETURN "R4 -7A" - KEEP RIGHT "R8-1" - RIGHT LANE EDS 'W75' - LANE ENDS MERGE LEFT 'W3-3' - SIGNAL AHEAD 1C FURNISH & INSTALL INTERCONNECT CONDUIT ECR PI POINT OF INTERSECTION ED CURB RETURN PRC POINT OF REVERSE CURVATURE 'R26(CA " - NO PARKING *R73-2(CA)'U LEFT AND 'W3-1" - STOP AHEAD "W4-2" IR3 TR5 m FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE TURN ONLY - PAVEMENT WIDTH TRANSITION "WI4-2' - NO OUTLET 357.75' TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE EC ED CURVE TC TOP OF CURB "R81(CA)' - BIKE LANE � " W1 -1s - DOUBLE ARROW O1 CURVE NUMBER FOR CURVE DESCRIPTION PIVC POINT OF INTERSECTION Tp TOP OF PAVEMENT R7-9 - NO PARKING /BIKE LANE "R6 -W9-1s -RIGHT LANE ENDS ® I B.C. STA. 39+61.92, 11.50LT. OF VERTICAL CURVE FC FINISH CONCRETE -1R" - ONE WAY -RT "R5-1' - DO NOT ENTER �1 TAPER NUMBER FOR TAPER DESCRIPTION F.O.C. FACE OF CURB R/W RIGHT-OF-WAY 02427" 0 60.00' 45.67' 24.01' 4336'51" - - o FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. ® ITEM OF WORK - SEE SCHEDULE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -1& - - o EXISTING STORM DRAIN UNE 30.23' 90'26'47" ® 30.00' 46.69' 29.57' 0 EASEMENT LEGEND @ EXISTING SURVEY MONUMENT s EXISTING SEWER UNE CL 0 ^ ` CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/4' WINGS in � EXISTING GAS UNE WLu PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. n� U � I W EXISTING WATER UNE 5 BIKE LANE MARKINGS PER CAL -TRANS STANDARDS -e- FURNISH & INSTALL STREET UGHT - 9500 LUMEN. STREET UGHTS ARE TO BE 'LED' EXISTING TRAFFIC SIGNAL CONDUIT CAL -TRANS TYPE IV ARROW Ts AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01LEFT Tia Tgs res OR RIGHT AS APPUCABLE SEE DETAIL ON SHEET 6 EXISTING INTERCONNECT SPUCE BOX S1 Up "STOP' MARKING PER CAL -TRANS STANDARDS NOTE: STREET LIGHTS ALONG HIGHGATE PARK BLVD. SHALL IC EXISTING INTERCONNECT BE STERNBURG TYPE AS SHOWN ON SHEET 6. FURNISH AND INSTALL CATCH BASIN TYPE 'A" PER C.O.B. AHEAD "AHS" MARKING PER CAL -TRANS STANDARDS STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA HEAD TYPE PER COB STD. DETAIL ST -23 THRU ST -26. STANDARD D-18. EXISTING STRIPING AND MARKINGS, TYPICAL SECTION DESIGNATION: ® EXISTING SEWER MANHOLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL TEMPORARY STRIPING AND MARKING DESIGNATED SECTION LETTER A ® EXISTING STORM DRAIN MANHOLE ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC - - - - _ STANDARD SPECIFICATION PTH -02A" PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD, UNLESS 2 OTHERWISE INDICATED. SHEET WHERE SECTION IS SHOWN 41+00 368 366 364 362 360 358 356 354 352 41+50 372 370 368 366 364 362 360 358 356 354 352 350 39+00 40+00 41+00 41+50 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A 3 REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. ® CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B STD. DET. ST -3 OCONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE/TRACT BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. OPRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWLINE, STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. IF ANY DISCREPENCIES CONTRACTOR TO NOTIFY ENGINEER. O$ REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE: OSAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. 10 FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6" FOR TURF AND (1)-3" FOR TREES. OFUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. 2 FURNISH AND INSTALL 2 - 3" SCH. 40 CONDUITS WITH NO. 5 PULL BOXES PER C.O.B. STD. DET. T-33. 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. UNE 'TABLE UNE BEARING DISTANCE U N 1'02'21" E 216.27' ® N 1'02'21" E 216.09' ® N MOW W 165.03' ® N 2'04'51" E 165.03' ® N 1-02'21" E 55.36' 357.13' N 1-02'21" E 55.36' 370 368 366 364 362 360 358 356 354 352 350 348 A SECTION A 5 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL *CONTRACTOR TO HAVE LICENSED SURVEYOR VERIFY LOCATION AND INVERT ELEVATION OF STORM DRAIN STUB PRIOR TO BACKFILL NOTES: 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL 11 AGGREGATE BASE OVER 1.55' COMPACTED O.G., MIN. R VALUE=73, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.40' CL 11 AGGREGATE BASE OVER 0.80' COMPACTED O.G., MIN. R VALUE=53, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. D-14 WITH 3.5' OPENINGS, UNLESS OTHERWISE NOTED. 4. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SCALE: 1 " = 50' 50' 25' O' 50' 100' CURVE TABLE STATIONING TABLE - MEDIAN CURB TANGENT REF. NO. DESCRIP11ON C.L STATION E.P. ELEV. T.C. ELEV. ❑1 B.C.-BEGIN SPUTTER ISLAND (SEE SHEET 7) STA. 33+33.64, &50LT. 356.30' 357.13' HIGHI PARK ET B.C.-BEGIN SPUTTER ISLAND (SEE SHEET 7) STA. 33+33.56, 6.5ORT. 356.30' 357.13' 33 E.C.-END SPUTTER ISLAND (SEE SHEET 7) STA. 35+25.29, 8.5OLT. 357.21' 358.04' ® E.C.-END SPUTTER ISLAND (SEE SHEET 7) STA. 35+25.47, 6.5ORT. 357.20' 358.03' © A.P./GRADE BREAK PROJECTION STA. 37+41.56, &5OLT. 357.75' 358.58' © A.P./GRADE BREAK PROJECTION STA. 37+41.56, 6.5ORT. 357.75' 358.58' 45.20'41" A.P./GRADE BREAK PROJEC11ON STA. 39+06.56, 11.50LT. 358.57' 359.40' 8 A.P./GRADE BREAK PROJECTION STA. 39+06.56, 9.5ORT. 358.57' 359.40' ® I B.C. STA. 39+61.92, 11.50LT. 359.25 360.08' Q I E.C. STA. 39+61.92, 9.5ORT. 359.25' 360.08' 370 368 366 364 362 360 358 356 354 352 350 348 A SECTION A 5 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL *CONTRACTOR TO HAVE LICENSED SURVEYOR VERIFY LOCATION AND INVERT ELEVATION OF STORM DRAIN STUB PRIOR TO BACKFILL NOTES: 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL 11 AGGREGATE BASE OVER 1.55' COMPACTED O.G., MIN. R VALUE=73, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.40' CL 11 AGGREGATE BASE OVER 0.80' COMPACTED O.G., MIN. R VALUE=53, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. D-14 WITH 3.5' OPENINGS, UNLESS OTHERWISE NOTED. 4. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SCALE: 1 " = 50' 50' 25' O' 50' 100' CURVE TABLE 370 RADIUS 368 TANGENT 366 © 50.00' 364 HIGHGATE PARK = 453423" © 3EMBERLEY PASSAGE HE 362 HIGHI PARK ET 0 360 GAVENUE CNTGATE 21.74' 47'00'OY In 358 38.54' 356 44-09'38" 354 *PLUG 18" STORM DRAIN STUB 352 (SEE TRACT 7299 ON-SITE . SEWER & STORM DRAIN PLANS) 350' Y 348 370 368 366 364 362 360 358 356 354 352 350 348 A SECTION A 5 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL *CONTRACTOR TO HAVE LICENSED SURVEYOR VERIFY LOCATION AND INVERT ELEVATION OF STORM DRAIN STUB PRIOR TO BACKFILL NOTES: 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL 11 AGGREGATE BASE OVER 1.55' COMPACTED O.G., MIN. R VALUE=73, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.40' CL 11 AGGREGATE BASE OVER 0.80' COMPACTED O.G., MIN. R VALUE=53, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. D-14 WITH 3.5' OPENINGS, UNLESS OTHERWISE NOTED. 4. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SCALE: 1 " = 50' 50' 25' O' 50' 100' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA © 50.00' 39.77' 21.00' 453423" © 65.00' HE 2.00' I's 0 50.00' 41.02' 21.74' 47'00'OY In 50.00' 38.54' 20.28' 44-09'38" 0 65.00' 0.06' 0.03' . 0 50.00' Y 27.16' 57'00'58" © 55.00' 43.53' 2298' 45.20'41" ® 65.00' 11.78' 5.91' 10'22'55" ® 45.00' 35.51' 18.73' 4512'26" ® 55.00' 43.93' 370 368 366 364 362 360 358 356 354 352 350 348 A SECTION A 5 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL *CONTRACTOR TO HAVE LICENSED SURVEYOR VERIFY LOCATION AND INVERT ELEVATION OF STORM DRAIN STUB PRIOR TO BACKFILL NOTES: 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL 11 AGGREGATE BASE OVER 1.55' COMPACTED O.G., MIN. R VALUE=73, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.40' CL 11 AGGREGATE BASE OVER 0.80' COMPACTED O.G., MIN. R VALUE=53, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. D-14 WITH 3.5' OPENINGS, UNLESS OTHERWISE NOTED. 4. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SCALE: 1 " = 50' 50' 25' O' 50' 100' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA © 50.00' 39.77' 21.00' 453423" © 65.00' 4.00' 2.00' 331'31" 0 50.00' 41.02' 21.74' 47'00'OY 0 50.00' 38.54' 20.28' 44-09'38" 0 65.00' 0.06' 0.03' 0'03'10" 0 50.00' 49.76' 27.16' 57'00'58" © 55.00' 43.53' 2298' 45.20'41" ® 65.00' 11.78' 5.91' 10'22'55" ® 45.00' 35.51' 18.73' 4512'26" ® 55.00' 43.93' 23.21' 45'45'40" ( 65.00' 0.46' 0.23' 02427" 0 60.00' 45.67' 24.01' 4336'51" 0 10.50' 32.99' - 180'00'00" 1® 30.00' 47.36' 30.23' 90'26'47" ® 30.00' 46.69' 29.57' 8910'43" ® 500.00' 127.11' 63.90' 14'33'58" GAS PIPELINE LEGEND: 10 EXISTING 24" SO. CAL GAS H.P. PIPEUNE. SEE SOUTHERN CAUFORNIA GAS NOTE ON SHEET 1 FOR SPECIAL INSTRUCTIONS REGARDING ANY CONSTRUCTION NEAR OR AROUND THE EXISTING PIPEUNE. © EXISTING 34" PG&E H.P. PIPELINE. SEE PACIFIC GAS & ELECTRIC NOTE ON SHEET 1 FOR SPECIAL INSTRUCTIONS REGARDING ANY CONSTRUCTION NEAR OR AROUND THE EXISTING PIPELINE. EASEMENT LEGEND: Q 30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0209174864 O.R. 0 C.L. 10' WIDE PG&E POLEUNE EASEMENT PER BK. 5351, PG. 1860 O.R. ©20' WIDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE EASEMENT PER B.K. 5738, PG. 2035 O.R. ®5' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174823 O.R. 35' WIDE CITY OF BAKERSFIELD LEVEE L� EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. ®30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. 0 PROPOSED 20' WIDE STORM DRAIN EASEMENT TO BE DEDICATED WITH THE FINAL MAP ® 50' WIDE PG&E PIPELINE EASEMENT PER DOC. NO. 0203148941 O.R. ® 15' WIDE PG&E GAS PIPEUNE LICENSE PER BK. 1670, PG. 208 O.R. QUITCLAIM DEED PER DOC. NO. 0200089565 O.R. INTEREST OF PG&E WAS CONVEYED TO SACRAMENTO MUNICIPAL UTILITY DISTRICT. Know what's below. Call before'you dig. i CITY RECORDS NO: rn 0 M M Q U z � O Z L_ I Q J W CJ 2 C w to co N c v W Y Q m 0 anm� Q iz > J Z -. a Q W�> ¢ W x0 Q - 1- O ^-. cC3='"m W cc -1_4Z~a o W W °- `; UJ � � Q �ZOC3 Q = CL 0 in WLu to n� U � oc H W uw) 001 Q iz > J Z -. a Q W�> ¢ W x0 Q - 1- O ^-. cC3='"m W cc -1_4Z~a o W W °- `; UJ � � Q �ZOC3 Q = CL 0 in WLu to U � oc H W uw) 001 f- RIGHT OF WAY ------------ --27+00----------------------------- - 1 ` - _-_ FUTUR08 DEVELOP-:3MENT H' - - -- - - - - - - - -- - - - - -- - - - - O FUTURE CURB &GUTTER M TCH UNE DETAIL 27B Lit STA. 41+81.38 C.L. 12.00 RT. W� ----------------------------r------ (n_ 42+00 ------------------ 43+oo-----x-------- I I I I 1 18 1( 17 1 1 1 r- RIGHT OF WAY I I I I I 14 I 15 , I I 1ACT 729 UNIT 5 FD. K.C.W.A. 3 1/2" BRASS CAP MKD. LS 4258 FOR N.W. COR. SEC. 11, 30/26 I I 12 1 I I 1 1, 1 111 I lil EI HIGHGATE PARK BOULEVARD i BERRENDA MESA WATER DISTRICT - - - - - - - - -- -- -RECHARGE PONDS -- -- -- -- -- -- -- -- RIGHT OF WAY -- -- -- - BERRENDA MESA WATER DISTRICT RECHARGE PONDS I I I MING AVENUE (STRIPING PLAN) (STA. 41+75.00 C.L. TO STA. 53+05.62 C.L.) SCALE: 1" = 50' i � I 2019 I I 1 I 21 1 I ( � I 1 ' I i I i MING AVENUE STRIPING PLAN) (STA. 26+75.00 C.L. TO STA. 41+75.00 C.L.) SCALE: 1" = 50' RIGHT OF WAY UNIT 4 I I 1 15 I I I I I 1 1 1 I I I END DETAIL 27B(T)/ CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN RSPA88A REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. , CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B STD. DET. ST -3 OCONSTRUCT 10' WIDE MEANDERING MUL11-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. ©INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE/TRACT BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. OPRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWLINE, 7 STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. IF ANY DISCREPENCIES CONTRACTOR TO NOTIFY ENGINEER. ® REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. OSAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. 0 FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6" FOR TURF AND (1)-3" FOR TREES. OFUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. 12 FURNISH AND INSTALL 2 - 3' SCH. 40 CONDUITS WITH NO. 5 PULL BOXES PER C.O.S. STD. DET. T-33. 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. I I I 14 I 13 112 1 I I i I i 1 1 1 I I 1 TR71ACT 7/021E13 UNIT 5 502C f'%CT 7256 T W -- r -- -- -- -- -�� � W ' MATCH UNE DETAIm L 27B(T, ■ CTA Al . 04 2 Lj --------------- 1 N I I �LI 1 1 C► 21 1 I z I 0 1 2 0 I 19 . 'F I I I �U� I ( ql � I I SIZE LEGEND: ABBREVIATIONS LEGEND: ( CON T.) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LEGEND: (CONT.) ) TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "R6 -4(R)' - ROUNDABOUT DIRECTIONAL STANDARD PLAN A24A. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE *R4-1" - DO NOT PASS �W31p)" - END IR FURNISH & INSTAL. IRRIGATION CONDUIT ELEV BCR ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN "R4 -7A - KEEP RIGHT R9-1 - RIGHT LANE ENDS W75 - LANE ENDS MERGE LIFT "W3-3" - SIGNAL AHEAD IC FURNISH & INSTALL INTERCONNECT CONDUIT ECR CR PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE "R�� " - NO PARKING "R73-2(CA)"U AND "W3-1" - STOP AHEAD "W4-2" 3 T115 196 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT BC CURVE PCC POINT OF COMPOUND CURVATURE TURN - PAVEMENT WIDTH TRANSITION -2" - NO OUTLET H TR3=N0. 3 1/2 SIZE, TR5=N0. 5 SIZE TR6=N0. 6 SIZE EC END CURVE TC TOP OF CURB "R81 CA)" - BIKE LANE " *LY WI W1-1 - DOUBLE ARROW 01 CURVE NUMBER FOR CURVE DESCRIPTION PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT R7-9 - NO PARKING /BIKE LANE "R6 "YV9-1" -RIGHT LANE ENDS ND NO TRUCKS' MARKING PER CAL -TRANS STANDARDS L OF VERTICAL CURVE FC FINISH CONCRETE -1R" - ONE WAY -RT "R5-1' - DO NOT ENTER O1 TAPER NUMBER FOR TAPER DESCRIPTION F.O.C. FACE OF CURB R/W RIGHT-OF-WAY - - D FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. ® ITEM OF WORK - SEE SCHEDULE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13 - - o EXISTING STORM DRAIN LINE �� a EASEMENT LEGEND Z EXISTING SURVEY MONUMENT S EXISTING SEWER UNE Z SIMONW CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/4' WINGS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. EXISTING GAS UNEPER C.O.B. STD. ST -4 (UNLESS OTHERWISE NOTED) w EXISTING WATER LINEµ � BIKE LANE MARKINGS PER CAL -TRANS STANDARDS - D FURNISH & INSTALL STREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO BE 'LED" h EXISTING TRAFFIC SIGNAL CONDUIT CAL -TRANS TYPE IV ARROW TS AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01LEFT ras rg5 res OR RIGHT AS APPLICABLE SEE DETAIL ON SHEET 6 EXISTING INTERCONNECT SPLICE BOX TO "STOP" NOTE: STREET LIGHTS ALONG HIGHGATE PARK BLVD. SHALL Ic EXISTING INTERCONNECT MARKING PER CAL -TRANS STANDARDS BE STERNBURG TYPE AS SHOWN ON SHEET 6. FURNISH AND INSTALL CATCH BASIN TYPE "A' PER C.O.B. AHEAD "AHEAD' MARKING PER CAL -TRANS STANDARDS STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA HEAD TYPE PER COB SID. DETAIL ST -23 THRU ST -26. STANDARD D-18. EXISTING STRIPING AND MARKINGS, TYPICAL SECTION DESIGNATION: ® EXISTING SEWER MANHOLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL TEMPORARY STRIPING AND MARKING DESIGNATED SECTION LETTER A 0 EXISTING STORM DRAIN MANHOLE ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER - - - - - STANDARD SPECIFICATION PTH-02ALKYD CALTRANS STANDARD SPECIFICATION PTH-02ALKYD, UNLESS 2 OTHERWISE INDICATED. SHEET WHERE SECTION IS SHOWN UNIT 4 I I 1 15 I I I I I 1 1 1 I I I END DETAIL 27B(T)/ CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN RSPA88A REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. , CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B STD. DET. ST -3 OCONSTRUCT 10' WIDE MEANDERING MUL11-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. ©INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE/TRACT BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. OPRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWLINE, 7 STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. IF ANY DISCREPENCIES CONTRACTOR TO NOTIFY ENGINEER. ® REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. OSAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. 0 FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6" FOR TURF AND (1)-3" FOR TREES. OFUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. 12 FURNISH AND INSTALL 2 - 3' SCH. 40 CONDUITS WITH NO. 5 PULL BOXES PER C.O.S. STD. DET. T-33. 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. I I I 14 I 13 112 1 I I i I i 1 1 1 I I 1 TR71ACT 7/021E13 UNIT 5 502C f'%CT 7256 T W -- r -- -- -- -- -�� � W ' MATCH UNE DETAIm L 27B(T, ■ CTA Al . 04 2 Lj --------------- 1 N I I �LI 1 1 C► 21 1 I z I 0 1 2 0 I 19 . 'F I I I �U� I ( ql � I I SIZE LIGHT POST FIXTURE 24' STERNBERG 1 STERNBERG BARRINGTON POLE 5214FP24 OLD TOWN A8501 PS /--- N STREET ucHT RASF MIN a r 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" A.C. 6' SLAB CALTRANS TYPE IV ARROW, LEFT OR RIGHT a AS APPLICABLE, TO BE PAINTED PER CALTRANS SEE C.O.B. STANDARD PLAN A24A. C.O.B. STD. ST -9. U STD ST -14 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE AS APPLICABLE, TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. 0.30' TYPE "A" A.C. OVER 0.40' CL II AGGREGATE BASE OVER 0.80' NI COMPACTED O.G., MIN. R VALUE=53, TO BE COMPACTED TO 95X (4)1h'x18'x3"a CALTRANS TYPE 1 (10) ARROW TO BE PAINTED RELATIVE DENSITY PER C.O.B. STD. ST -9. ANCHOR BOLTS PER CALTRANS STANDARD PLAN A24A. 3. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. D-14 WITH 3.5' MIN a MARKING NOTES & LEGEND: 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" A.C. 6' SLAB CALTRANS TYPE IV ARROW, LEFT OR RIGHT a AS APPLICABLE, TO BE PAINTED PER CALTRANS SEE C.O.B. STANDARD PLAN A24A. C.O.B. STD. ST -9. U STD ST -14 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE AS APPLICABLE, TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. 0.30' TYPE "A" A.C. OVER 0.40' CL II AGGREGATE BASE OVER 0.80' NI COMPACTED O.G., MIN. R VALUE=53, TO BE COMPACTED TO 95X (4)1h'x18'x3"a CALTRANS TYPE 1 (10) ARROW TO BE PAINTED RELATIVE DENSITY PER C.O.B. STD. ST -9. ANCHOR BOLTS PER CALTRANS STANDARD PLAN A24A. 3. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. D-14 WITH 3.5' (4) 04 VERTICAL: OPENINGS, UNLESS OTHERWISE NOTED. s AS APPLICABLE, TO BE PAINTED PER CALTRANS GR60 REBAR i #3 TIES O SPACING (4) W x 18' x 3* a ANCHOR BOLTS 1 Y' ANCHOR LAYOUT MANUFACTURER DOUBLE FIXTURE STREET UGHT DETAIL STREET LIGHT PIER DESIGN NO SCALE NO SCALE NOTE: STREET LIGHTS ALONG HIGHGATE PARK BLVD. SHALL BE STERNBURG TYPE AS SHOWN ABOVE. STREET LIGHTS ALONG MING AVENUE SHALL BE COBRA HEAD TYPE PER COB STD. DETAIL ST -23 THRU ST -26. NOTES MARKING NOTES & LEGEND: 1. MING AVENUE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" A.C. �i CALTRANS TYPE IV ARROW, LEFT OR RIGHT OVER 0.50' CL II AGGREGATE BASE OVER 1.55' COMPACTED O.G., AS APPLICABLE, TO BE PAINTED PER CALTRANS MIN. R VALUE=73, TO BE COMPACTED TO 95X RELATIVE DENSITY PER STANDARD PLAN A24A. C.O.B. STD. ST -9. U CALTRANS TYPE VI ARROW, LEFT OR RIGHT 2. HIGHGATE PARK BOULEVARD (LOCAL COLLECTOR) - PAVEMENT TO BE AS APPLICABLE, TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. 0.30' TYPE "A" A.C. OVER 0.40' CL II AGGREGATE BASE OVER 0.80' NI COMPACTED O.G., MIN. R VALUE=53, TO BE COMPACTED TO 95X CALTRANS TYPE 1 (10) ARROW TO BE PAINTED RELATIVE DENSITY PER C.O.B. STD. ST -9. PER CALTRANS STANDARD PLAN A24A. 3. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. D-14 WITH 3.5' CALTRANS TYPE VII ARROW, LEFT OR RIGHT OPENINGS, UNLESS OTHERWISE NOTED. AS APPLICABLE, TO BE PAINTED PER CALTRANS 4. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL H STANDARD PIAN A24A. VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN 'STOP" MARKING PER CAL -TRANS STANDARDS THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE�j� CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. �NiilD -YIELD" MARKING PER CAL -TRANS STANDARDS ND NO TRUCKS' MARKING PER CAL -TRANS STANDARDS L c�S A A A YIELD LINE PER CALIFORNIA MUTCD FIGURE 3B-14(CA) NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS SCALE: 1 " = 50' 50' 25' 0' 50' 100' IRREW, ! Know what's below. Call before !you dig. I - 9 I CITY RECORDS i NO: ai O M M F- O U O 1* !Q J W C> co 3 w co O a: to N ir W Y Q DO co to 0 N to z � o m m e Y C JAI N N Jaa o V �P 0 W co 0 J U m NI ..a -� H W < Z dU L c�S �-� p zZ Z 0. �� F- Z 0Go Z SIMONW � � m h uuu _E a W co 0 J U m ..a -� H W < Z dU L c�S �-� p zZ Z 0. �� F- Z 0Go Z SIMONW � � m h � _E a W co 0 FUTURE DEVELOPEMENT PROPOSED BLOCK WALL (SEE SEPARATE PLANS) SPUTTER ISLAND V SEE DETAIL THIS SHEET i FUTURE PARK CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. CONSTRUCT HANDICAP RAMP PER CALTRANS O REVISED STANDARD PLAN RSP A88A REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. ®CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B STD. DET. ST -3 SOCONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. PRIOR TO CONSTRUCTION CONTRACTOR TO OVERIFY ALL EXISTING FLOWLINE, STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. IF ANY DISCREPANCIES CONTRACTOR TO NOTIFY ENGINEER. ® REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE OSAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. FURNISH AND INSTALL THE FOLLOWING jQ SCHEDULE 40 PVC SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6" FOR TURF AND (1)-3" FOR TREES. CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL 11 ST -2 WITH 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. QCONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. QEXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. PAINT 12" LIMIT UNE USING THERMOPLASTIC 14 PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS 2010 STANDARD (SEE DETAIL B ON SHEET 7) 16 FURNISH AND INSTALL 2 EA. 4" BLANK CONDUIT PIPES. QFURNISH AND INSTALL 2 EA. 1-1/2" BLANK CONDUIT PIPES. 1 S FURNISH AND INSTALL 1 EA. 6" AND 1 EA. 2" BLANK CONDUIT PIPE. 0 CONSTRUCT TYPE D-4 CURB PER CALTRANS 19 2010 STANDARD PLAN A87A. (SEE DETAIL "A" ON SHEET 7) ®FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 8 AND 9 FOR DETAILS. 21 COLORED STAMPED CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE ®DETECTABLE WARNING SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING DETAILS, SEE DETAIL "1" ON SHEET 6. FURNISH AND INSTALL 1 EA. 2" AND EA. 1-1/2" BLANK CONDUIT PIPE. ®FURNISH AND INSTALL 1 EA. 1-1/2- BLANK CONDUIT PIPE. ®CROSSWALK STRIPING -SEE DETAIL ON SHEET 9. 07-7717- 1 V DETAIL "1" CIRCLE @ ROUNDABOUT SCALE: 1" = 20' NOTE: STATIONING ARE BASED ON HIGHGATE PARK BLVD. CONSTRUCTION NOTES: ®FURNISH AND INSTALL STREET SIGN PER C.O.B. STANDARD T-1. ®PAINT 18" WIDE WHITE CONTINUOUS LINES FOR PEDESTRIAN CROSSWALK. PROPOSED PAVEMENT MARKINGS -SEE MARKING NOTES AND LEGEND ON SHEETS 6, 7, 8, & 9 -- NOT USED -- ®PAINT 12" WIDE WHITE CONTINUOUS LINES AND/OR CROSSWALK UNES. 31 PAINT 12" WIDE BROKEN WHITE LINE WITH 3' STRIPE PER 3' GAP. PAINT 8" WIDE SOLID YELLOW LINE PAINT 4" WIDE SOLID WHITE LINE ® PAINT 8" WIDE SOUD WHITE LINE PROPOSED BLOCK WALL (SEE SEPARATE PLANS) TRACT 7289 UNIT 6 POCKET PARK TRACT 7299 UNIT 2/6 BOUNDARY SPUTTER ISf�AND ' "B" Z `Z SEE DETAIL IS SHEET FACE OF CURB TRACT 7299 J � w POVC POINT ON VERTICAL CURVE �¢ M AS APPLICABLE, TO BE PAINTED PER CALTRANS BVC m _ _ I S88'57'39"E W Q UNIT 2__-- WN STA. 34+70.63, C.L. 0.00 RE HIGHGATE PARK BLVD. uju PI j w� LIMITS OF PUBLIC w I STREETS N TRACT 7300 UNIT 1 LOT 16 PROPOSED BLOCK WALL (SEE SEPARATE PLANS) TRACT 7299/7300 BOUNDARY SIGN LEGEND: R=ty �- FURNISH & INSTALL TRAFFIC SIGNS PER KERN COUNTY DEVELOPMENT STANDARD PLATE T-4. "R1-1" - STOP 'R1-2" - YIELD 'R2-4" (CA) (45) - 45 ZONE AHEAD 'R2-1" (25MPH) - SPEED LIMIT 25 "R3-1" - NO RIGHT TURN "R3-7" - RIGHT LANE MUST TURN RIGHT 'R4-7' - KEEP RIGHT "R6 -1(R)" - ONE WAY 'R61-3(CA)"- THRU AND RIGHT TURN ONLY "R6 -4(R)"- ROUNDABOUT DIRECTIONAL 'W2-6' - CIRCULAR INTERSECTION NOTICE 'W3-2' - YIELD AHEAD 'W11-2" - PEDESTRIAN CROSSING "WI3-1(15 MPH)" - ADVISORY SPEED LIMIT 15 NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. 'W16 -7p'- DIAGONAL DOWNWARD ALL PERMANENT STRIPING & PAVEMENT MARKINGS POINTING ARROW TO BE THERMOPLASTIC PAINT PER CALTRANS 'R9 -3/R9 -3A" - NO PEDESTRIAN CROSSING STANDARD SPECIFICATION PTH-02ALKYD LEGEND: MARKING NOTES & LEGEND: ABBREVIATIONS CALTRANS TYPE IV ARROW, LEFT OR RIGHT VARIES F.L. FLOWUNE 15%-3.4% C.L. CENTERUNE AS APPLICABLE, TO BE PAINTED PER CALTRANS P ENT ELEV ELEVATION STANDARD PLAN A24A. NEW BCR BEGIN CURB RETURN CALTRANS TYPE A ARROW, LEFT OR RIGHT AD ECR END CURB RETURN AS APPLICABLE, TO BE PAINTED PER CALTRANS BC BEGIN CURVE STANDARD PLAN A24A. EC END CURVE CALTRANS TYPE 1 (10) ARROW TO BE PAINTEDo 0 0"0 PIVC POINT OF INTERSECTION PER CALTRANS STANDARD PLAN A24A 7`^°e°o o J i DETAIL A• TYPE D-4 CURB SCALE: 1 "=1' DETAIL B: TYPE A11-6 CURB SCALE: 1 "=1' SPLITTER ISLAND "A" @ ROUNDABOUT SCALE: 1" = 10' i SPLITTER ISLAND "C" @ ROUNDABOUT SCALE: 1" = 10' STATIONING TABLE - ROUNDABOUT OF VERTICAL CURVE DESCRIPTION t STATION, OFFSET F.O.C. FACE OF CURB 03 CALTRANS TYPE V11 ARROW, LEFT OR RIGHT POVC POINT ON VERTICAL CURVE 357.75' AS APPLICABLE, TO BE PAINTED PER CALTRANS BVC BEGIN VERTICAL CURVE 357.85 F.C. STANDARD PLAN A24A. EVC END VERTICAL CURVE STA. 34+70.63, C.L. 0.00 RE HIGHGATE PARK BLVD. 357.49 E.P. PI POINT OF INTERSECTION tv "STOP" MARKING PER CAL -TRANS STANDARDS PRC POINT OF REVERSE CURVATURE Q B.V.C./EC.(D-4 CURB)/E.P. PCC POINT OF COMPOUND CURVATURE 357.71' "HELD" MARKING PER CAL -TRANS STANDARDS TC TOP OF CURB 357.81 F.C. 358.31' TP TOP OF PAVEMENT ND 357.19 E.P. FC FINISH CONCRETE P.I.V.C./T.C.(TYPE "A1-6" CURB)/F.C. "NO TRUCKS" MARKING PER CAL -TRANS STANDARDS R/W RIGHT-OF-WAY ® B.V.C./T.C.(D4 CURB)/E.P. STA. 34+45.28, C.L. 37.89 RE HIGHGATE PARK BLVD. 357.14 E.P. A A A A YIELD UNE PER CALIFORNIA MUTCD FIGURE 38-14(CA) SPLITTER ISLAND "A" @ ROUNDABOUT SCALE: 1" = 10' i SPLITTER ISLAND "C" @ ROUNDABOUT SCALE: 1" = 10' STATIONING TABLE - ROUNDABOUT REF. NO. DESCRIPTION t STATION, OFFSET E.P./F.C. ELEV. T.C. ELEV. 03 E.V.C./T.C.(D-4 CURB)/E.P. STA. 34+67.91, C.L. 14.67 LT. HIGHGATE PARK BLVD. 357.42 E.P. 357.75' Q E.V.C./T.C.(TYPE "A1-6" CURB)/F.C. STA. 34+61.38, C.L. 12.16 LT. HIGHGATE PARK BLVD. 357.85 F.C. 358,35 ® P.I.V.C./T.C.(0-4 CURB)/E.P. STA. 34+70.63, C.L. 0.00 RE HIGHGATE PARK BLVD. 357.49 E.P. 357.82' ® P.I.V.C./T:C.(TYPE "A1-6" CURB)/F.C. STA. 34+63.63, C.L. 0.00 RE HIGHGATE PARK BLVD. 357.92 F.C. 358.42' Q B.V.C./EC.(D-4 CURB)/E.P. STA. 34+67.91, C.L. 14.67 RE HIGHGATE PARK BLVD. 357.38 E.P. 357.71' ® B.V.C./T.C.(TYPE 'A1-6" CURB)/F.C. STA. 34+61.38, C.L. 12.16 RT. HIGHGATE PARK BLVD. 357.81 F.C. 358.31' �9 P.I.V.C./T.C.(D4 CURB)/E.P. STA. 34+57.80, C.L. 29.78 RE HIGHGATE PARK BLVD. 357.19 E.P. 357.52' ®O P.I.V.C./T.C.(TYPE "A1-6" CURB)/F.C. STA. 34+52.99, C.L. 24.70 RE HIGHGATE PARK BLVD. 357.62 F.C. 35&12' ® B.V.C./T.C.(D4 CURB)/E.P. STA. 34+45.28, C.L. 37.89 RE HIGHGATE PARK BLVD. 357.14 E.P. 357.47' ®2 B.V.C./T.C.(TYPE 'At -6" CURB)/F.C. STA. 34+42.61, C.L. 31.42 RE HIGHGATE PARK BLVD. 357.57 F.C. 358.07' ®3 E.V.C./T.C.(D4 CURB)/E.P. STA. 34+44.99, C.L. 3&01 RE HIGHGATE PARK BLVD. 357.14 E.P. 357.47' ® EV.C./T.C.(TYPE 'A1-6" CURB)/`F.C. STA. 34+42.36, C.L. 31.52 RE HIGHGATE PARK BLVD. 357.57 F.C. 358.07' ®5 P.I.V.C./T.C.(D4 CURB)/E.P. STA. 34+30.37, C.L. 40.99 RE HIGHGATE PARK BLVD. 357.11 E.P. 357.44' ® P.I.V.C./T.C.(TYPE "A1-6" CURB)/F.C. STA. 34+30.24, C.L. 33.99 RE HIGHGATE PARK BLVD. 357.54 F.C. 358,04' F7 B.V.C./T.C.(D4 CURB)/E.P. STA. 34+15.66, C.L. 38.55 RE HIGHGATE PARK BLVD. 357.01 EP. 357.34' ® B.V.C./T.C.(TYPE 'A1-6" CURB)/F.C. STA. 34+18.04, C.L. 31.97 RE HIGHGATE PARK BLVD. 357.44 F.C. 357.94' ®9 E.V.C./T.C.(D4CUR6)/E.P. STA. 34+13.71, C.L. 37.78 RE HIGHGATE PARK BLVD. 356.99 E.P. 357.32' ®0 E.V.C./T.C.(TYPE 'A1-6" CURB)/F.C. STA. 34+16.42, C.L. 31.33 RE HIGHGATE PARK BLVD. 357.42 F.C. 357.92' 91 P.I.V.C./T.C.(04 CURB)/E.P. STA. 34+01.24, C.L. 29.59 RE HIGHGATE PARK BLVD. 356.89 E.P. 357,22' ®2 P.I.V.C./T.C.(TYPE "A1-6" CURB)/F.0 STA. 34+06.09, C.L. 24.54 RE HIGHGATE PARK BLVD. 357.32 F.C. 357.82' ® B.V.C./T.C.(D4 CURB)/E.P. STA. 33+9254, C.L. 17.47 RE HIGHGATE PARK BLVD. 356.86 E.P. 357.19' ® B.V.C./T.C.(TYPE 'A1-6" CURB)/F.C. STA. 33+98.87, C.L. 14.49 RE HIGHGATE PARK BLVD. 357.29 F.C. 357.79' 7' STAMPED D CONCRETE - 0.30' A.C. 41' 0.40' CL. it AGG. BASE - 1.00' COMPACTED SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY 1% ? 3591P9 2� 7: m mIU oa I< I< z= v c-� 0.50' TYPE "A" CONC. - 0.50' COMPACTED SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY A SECTION 9 SCALE: 1"=10' 41' CONCRETE 1.%--3 4X ovo 0 ooa000v6o4`u_..: c_,o o0o c SPLITTER ISLAND "B" @ ROUNDABOUT SCALE: 1" = 10' SPLITTER ISLAND "D" @ ROUNDABOUT SCALE: 1" = 10' STATIONING TABLE - ROUNDABOUT (CONT.) REF. NO. DESCRIPTION STATION, OFFSET 55 P.O.B./T.C.(D4 CURB)/EP. STA. 33+88.63, C.L. 0.00 RE HIGHGATE PARK BLVD. © P.O.B/T.C.(TYPE 'A1-6' CURB)/E.C. STA. 33+95.63, C.L. 0.00 RE HIGHGATE PARK BLVD. ® E.N.C./T.C.(D4 CURB)/E.P. STA. 33+93.53, C.L. 19.44 LT. HIGHGATE PARK BLVD. ® E.V.C./T.C.(TYPE "A1-6' CURB)/F.C. STA. 33+99.69, C.L. 16.12 LT. HIGHGATE PARK BLVD. 9�9 P.LV.C./T.C.(D4 CURB)/E.P. STA. 34+01.03, C.L. 29.38 LT. HIGHGATE PARK BLVD. ® P.I.V.0/T.C.(TYPE "A1-6" CURB)/F.C. STA. 34+05.91, C.L. 24.36 LT. HIGHGATE PARK BLVD. 01 B.V.C./EC.(D4 CURB)/E.P. STA. 34+11.17, C.L. 36.61 LT. HIGHGATE PARK BLVD. on B.V.C./T.C.(TYPE -Al-6-CURB)/F.C. STA. 34+14.32, C.L. 30.36 LT. HIGHGATE PARK BLVD. 0® E.V.C./T.C.(D-4 CURB)/E.P. STA. 34+13.40, C.L. 37.65 LT. HIGHGATE PARK BLVD. 0® E.V.C./T.C.(TYPE "A1-6' CURB)/F.C. STA. 34+16.17, C.L. 31.22 LT. HIGHGATE PARK BLVD. 05 P.I.V.C../EC.(D-4 CURB)/E.P. STA. 34+27.95, C.L. 40.97 LT. HIGHGATE PARK BLVD. ® P.I.V.C./T.C.(TYPE "A1-6" CURB)/F.C. STA. 34+28.23, C.L. 33.97 LT. HIGHGATE PARK BLVD. 0© B.V.C./T.C.(D4 CURB)/E.P. STA. 34+42.71, C.L. 38.86 LT. HIGHGATE PARK BLVD. 10 B.W.C./T.C.(TYPE "A1-6' CURB)/F.C. STA. 34+40.48, C.L. 3222 LT. HIGHGATE PARK BLVD. On EV.C./T.C.(D4 CURB)/E.P. STA. 34+43.01, C.L. 38.75 LT. HIGHGATE PARK BLVD. 1n EV.C./T.C.(TYPE "At -6" CURB)/F.C. STA. 34+40.73, C.L. 32.14 LT. HIGHGATE PARK BLVD. 1® P.I.V.C./T.C.(D4 CURB)/E.P. STA. 34+55.99, C.L. 31.40 LT. HIGHGATE PARK BLVD. Q P.I.V.C./T.C.(TYPE "A1-6" CURB)/F.C. STA. 34+51.49, C.L. 26.04 LT. HIGHGATE PARK BLVD. 1® B.V.C./T.C.(D4 CURB)/E.P. STA. 34+65.48, C.L. 19.89 LT. HIGHGATE PARK BLVD. 1R B.V:C./EC.(TYPE "A1-6" CURB)/F.C. STA. 34+59.36, C.L. 16.49 LT. HIGHGATE PARK BLVD. ® E.V.C./T.C.(D4 CURB)/E.P. STA. 34+66.59, C.L. 17.73 RE HIGHGATE PARK BLVD. 1® E.V.C./T.C.(TYPE "At -6' CURB)/F.C. STA. 34+60.28, C.L. 14.71 RE HIGHGATE PARK BLVD. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ct 1.00' 1.59' 1.01' W48'54* © 1.00'1.35' 1.57' 0.80' 77736'09" Q 1.00' 1.57' 1.54' 114'02'41" ® 3.00' 4.22' 2.55' 80'37'08" 0 t.00' 1.40' 0.84' 8012'18' Q 1.00' 1.56' 0.99' 8911'06" © 3.00' 4.43' 273' 8,V,36'39' ® 1.00' 1.96' 1.49' 11225'10" Q 141.00' 17.60' 8.81' 7'09'09" ® 1.00' 1.40' 0.84' 80'17'39" ® 1.00' 1.66' 1.09' 94'51'27" 1� 1.00' 1.57' 1.00' 89'49'40" ® 1.00' 1.5T 1.00' 90'07'29" 1® 1.00' 1.96' 1.49' 112'09'00" ® 111.00' 17.17' &60' 8'51'40" STATIONING TABLE - SPUTTER ISLAND An REF. NO. DESCRIPTION q STATION, OFFSET 1Q B.C. STA. 35+25.29, C.L. 8.50 LT. HIGHGATE PARK BLVD. 2Q CENTER 1.0' RADIUS STA. 35+25.29, C.L. 7.50 LT. HIGHGATE PARK BLVD. 3Q E.C. STA. 35+24.29, C.L. 7.49 LT. HIGHGATE PARK BLVD. ® B.C. STA. 35+24.47, C.L. 5.51 RT. HIGHGATE PARK BLVD. El CENTER 1.0' RADIUS STA. 35+25.47, C.L. 5.50 RE HIGHGATE PARK BLVD. © E.C. STA. 35+25.47, C.L. 6.50 RE HIGHGATE PARK BLVD. ZI E.C. STA. 35+14.28, C.L. 7.64 LT. HIGHGATE PARK BLVD. ® CENTER 1.0' RADIUS STA. 35+13.37, C.L. 7.63 LT. HIGHGATE PARK BLVD. ® P.R.C. STA. 35+13.41, C.L. 8.54 LT. HIGHGATE PARK BLVD. ® P.R.C. STA. 34+96.50, C.L. 11.83 LT. HIGHGATE PARK BLVD. [1 CENTER 1.0' RADIUS STA. 34+96.25, C.L. 10.87 LT. HIGHGATE PARK BLVD. ® B.C. STA. 34+95.26, C.L. 10.71 LT. HIGHGATE PARK BLVD. 11 B.C. STA. 34+97.66, C.L. 3.68 RT. HIGHGATE PARK BLVD. IA CENTER 3.0' RADIUS STA. 35+00.62, C.L. 3.19 RE HIGHGATE PARK BLVD. In E.C. STA. 35+00.63, C.L. 6.19 RE HIGHGATE PARK BLVD. ® B.C. STA. 35+13.58, C.L. 6.16 RE HIGHGATE PARK BLVD. ® CENTER 1.0' RADIUS STA. 35+13.47, C.L. 5.17 RE HIGHGATE PARK BLVD. ® E.C. STA. 35+14.47, C.L. 5.23 RE HIGHGATE PARK BLVD. STATIONING TABLE - SPUTTER ISLAND "B" REF. NO. DESCRIPTION q STATION, OFFSET ® B.C. STA. 34+39.87, C.L. 65.62 LT. HIGHGATE PARK BLVD. ® CENTER 1.0' RADIUS STA. 34+39.98. C.L. 66.62 LT. HIGHGATE PARK BLVD. ® P.R.C. STA. 34+40.95, C.L. 66.89 LT. HIGHGATE PARK BLVD. ® P.R.C. STA. 34+37.15, C.L. 84.07 LT. HIGHGATE PARK BLVD. ® CENTER 1.Q' RADIUS STA. 34+36.16, C.L. 83.91 LT. HIGHGATE PARK BLVD. ® E.C. STA. 34+36.18, C.L. 84.91 LT. HIGHGATE PARK BLVD. ® B.C. STA. 34+35.80, C.L. 94.92 LT. HIGHGATE PARK BLVD. ® CENTER 1.0' RADIUS STA. 34+35.81, C.L. 95.92 LT. HIGHGATE PARK BLVD. ® P.R.C. STA. 34+36.81, C.L. 95.99 LT. HIGHGATE PARK BLVD. ® B.C. STA. 34+25.68, C.L. 67.21 RE HIGHGATE PARK BLVD. ® CENTER 3.0' RADIUS STA. 34+26.01, C.L. 70.19 RE HIGHGATE PARK BLVD. ® E.C. STA. 34+23.01, C.L. 70.25 RE HIGHGATE PARK BLVD. ® B.C. STA. 34+23.25, C.L. 84.10 RE HIGHGATE PARK BLVD. ® CENTER 1.0' RADIUS STA. 34+24.25, C.L. 84.09 RE HIGHGATE PARK BLVD. ® E.C. STA. 34+24.27, C.L. 85.09 RE HIGHGATE PARK BLVD. ® B.C. STA. 34+23.74 C.L. 95.09 RE HIGHGATE PARK BLVD. ® CENTER 1.0' RADIUS STA. 34+23.79, C.L. 96.09 RE HIGHGATE PARK BLVD. ® E. I STA. 34+22.79, C.L. 96.11 RE HIGHGATE PARK BLVD. STATIONING TABLE - SPUTTER ISLAND "C" EP./F.C. ELEV. T.C. ELEV. REF. NO. DESCRIPTION STATION, OFFSET 356.86 E.P. 357.19' ® B.C. STA. 33+58.75, C.L. 8.19 LT. HIGHGATE PARK BLVD. 357.29 F.C. 357.79' ® CENTER 3.0' RADIUS STA. 33+58.75, C.L. 5.19 LT. HIGHGATE PARK BLVD. 356.86 E.P.35719, ® E.C. STA. 33+61.72, C.L. 5.60 LT. HIGHGATE PARK BLVD. 357.29 F.C. 357.79' ® B.C. STA. 33+63.64, C.L. 8.22 RE HIGHGATE PARK BLVD. 356.89 E.P. 357.22' ® CENTER 1.0' RADIUS STA. 33+6264, C.L. 8.34 RE HIGHGATE PARK BLVD. ® P.R.C. STA. 33+62.38, C.L. 9.31 RE HIGHGATE PARK BLVD. 357.32 F.G. 357.82' ® B.C. STA. 33+45.58, C.L. 8.17 LT. HIGHGATE PARK BLVD. 357.00 E.P. 357.33' ® CENTER 1.0' RADIUS STA. 33+45.64, C.L. 7.17 LT. HIGHGATE PARK BLVD. 357.43 F.C. 357.93' ® E.C. STA. 33+44.64, C.L. 7.17 LT. HIGHGATE PARK BLVD. 357.02 E.P. 357.35' ® B.C. STA. 33+44.64, C.L. 5.15 RE HIGHGATE PARK BLVD. 357.45 F.C. 357.95' ® CENTER 1.0' RADIUS STA. 33+45.64, C.L. 5.15 RE HIGHGATE PARK BLVD. 357.15 E.P. 357,48' ® P.R.C. STA. 33+45.53, C.L. 6.15 RE HIGHGATE PARK BLVD. 357.58 F.C. 358.08' ® P.R.C. STA. 33+33.64, C.L. 8.50 LT. HIGHGATE PARK BLVD. 357.19 E.P.357,52' ® BITER 1.0' RADIUS STA. 33+33.64, C.L. 7.50 LT. HIGHGATE PARK BLVD. 357.62 F.C. 358.12' ® E.C. STA. 33+34.64, C.L. 7.50 LT. HIGHGATE PARK BLVD. ® 357.19 E.P. 357.52' B.C. STA. 33+34.64, C.L. 5.50 RE HIGHGATE PARK BLVD. ® CENTER 1.0' RADIUS STA. 33+33.64, C.L. 5.50 RE HIGHGATE PARK BLVD. 357.62 F.C. 358.12' ® E.C. STA. 33+33.56, C.L. 6.50 RTE, HIGHGATE PARK BLVD. 357.23 E.P. 357.56' STATIONING TABLE - SPUTTER ISLAND "D" 357.66 F.C. 358.16' REF. NO. DESCRIPTION g STATION, OFFSET 357.35 E.P. 357.68' ® P.C.C. STA. 34+2239, C.L. 95.83 LT. HIGHGATE PARK BLVD. 357.78 F.C. 358.28' ® CENTER 1.0' RADIUS STA. 34+21.41, C.L. 95.64 LT. HIGHGATE PARK BLVD. 357.34 E.P. 357.67' ® E.C. STA. 34+21.51, C.L. 94.65 LT. HIGHGATE PARK BLVD. 357.77 F.C. 358.27' ® B.C. STA. 34+22.80, C.L. 84.73 LT. HIGHGATE PARK BLVD. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA ® 1.00' 1.46' 0.90' 8348'36' ® 1.00' 1.57' 1.00' 90'02'22" 0 1.00' 1.57' 1.00' 90100'00" 0 1.00' 1.51' 0.94' 86'44!13" ® 3.00' 4.30' 2.62' 8211'41" 2 1.00' 1s7' 1.10' 9527'05" ® 1.00' 1.41' 0.85' 80 42'36" ® 3.00' 4.17' 250' 79'40'13" O 1.00' 1.94' 1.45' 110'56'16" 101.00' 16.89' 8.4T 93455* �2 1.00' 1.42' 0.86' 81'31'06" (2) 1.00' 1.58' 1.01' 9074'54" ® CENTER 1.0' RADIUS STA. 34+2289, C.L. 83.73 LT. HIGHGATE PARK BLVD. ® E.C. STA. 34+23.86, C.L. 83.98 LT. HIGHGATE PARK BLVD. ® B.C. STA. 34+25.87, C.L. 70.72 LT. HIGHGATE PARK BLVD. ® CENTER 3.0' RADIUS STA. 34+2290, C.L. 70.27 LT. HIGHGATE PARK BLVD. ® E.C. STA. 34+23.88, C.L. 67.43 LT. HIGHGATE PARK BLVD. ® B.C. STA. 34+17.75, C.L. 95.29 LT. HIGHGATE PARK BLVD. ® CENTER 1.0' RADIUS STA 34+18.74, C.L. 95.38 LT. HIGHGATE PARK BLVD. ® E.C. STA. 34+18.84, C.L. 94.39 LT. HIGHGATE PARK BLVD. ® B.C. STA. 34+19.99, C.L. 84.45 LT. HIGHGATE PARK BLVD. ® CENTER 1.6 RADIUS STA. 34+20.11, C.L. 83.46 LT. HIGHGATE PARK BLVD. ® P.R.C. STA. 34+19.11, C.L. 83.49 LT. HIGHGATE PARK BLVD. ® P.R.C. STA. 34+17.23, C.L. 66.72 LT. HIGHGATE PARK BLVD. ® CENTER 1.0' RADIUS STA. 34+18.21, C.L. 66.53 LT. HIGHGATE PARK BLVD. 0 E.C. STA. 34+18.38, C.L. 65.54 LT. HIGHGATE PARK BLVD. Know what's below. Call hpfnrp vnu riin 0 - -- \, CITY RECORDS NO: rn 0 M M F- rn � Q 1* 0 Of Z 0 1 Q J W 0 M 00 3 0 Li to 0 v 04 w Y Q m 0 z a 0 to Q a > J -i U m 0. � � a IL ` ic "cz W � 0 O m c -.;o 11.4 Z ~ m > W Q O �.� W Z Q > 1 d A W E- W � g t•- FUTURE DEVELOPEMENT PROPOSE BLOCK WALL SEE SEPARATE PLANS TRACT 7299 BOUNDARY 27 Rl, 28$ _N11-2 2 W16-�P 3 s TRACT 7299 �o BOUNDARY FUTURE �♦ PARK �\ ! C R1-2 .. 28 --rrrr W11-2/ W16 -7p I I I I 1 I 27 � 41S;PUTrER W11-2/ W16 -7p ISLAND 'A" I SEE DETAIL THIS SHEET 28 I i LLLL• AIR I ��LLLL LLLL LLL 6 W LLLL LLLL N I LLLLL -L P LLLL _1 \� p I LL 1 6, PEMBERLEY I PASSAGE AVE. 1 15 -R=500.00' I -S88 57'39E INTERSECTION STA. 34+29.63 p I HIGHGATE PARK �rn I STA. 10+00.00 M PEMBERLEY PASSAGE CD L -L; x Q ,,, I TYP. 20 LL LL _LLL(�0- N ���� LL LLLL. ✓ ELLLLL/ LLLLLLLL15 Z I _LLLL�LLLi� 28 I SPUTTER ISLAND 'C' 31 SEE DETAIL SHEET 9 34 rrr rrrr• 2s MWA PROPOSE BLOCK WALL SEE SEPARATE PLANS TRACT 7299 UNIT 6 POCKET PARK TRACT 7299 UNIT 2/6 BOUNDARY 3 , R1-2 I W11-2/W16-7p/W2-6 30 27 1 W Z Q 30 TRACT I ~�' 27 SPLITTER ISLAND 'B" � � �' SEE DETAIL THIS SHEET LLJ7299 r w ZO � 22 crQrn --2 - - - - - - --mWr-� UNIT 2 W Q 27 I �V)<- 27 I LIMITS Q w 30 OF PUBLIC CL W LLj 3030 -- STREETS N I W11-2/ I W16- p 3 I TRACT 7299/7300 BOUNDARY TRACT 7300 3 22 UNIT 1 3 `♦ 27 _ I _ 1 PROPOSE BLOCK WALL L 0 T 16 I 27 I SEE SEPARATE PLANS W11-2/ W16 - WI -6' DETAIL "1" CIRCLE @ ROUNDABOUT SCALE: 1" = 20' NOTE: STATIONING IS BASED ON HIGHGATE PARK BLVD. C.L. LEGEND: Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT MARKING NOTES & LEGEND: ABBREVIATIONS IR FURNISH & INSTALL IRRIGATION CONDUIT CALTRANS TYPE IV ARROW, LEFT OR RIGHT F.L. FLOWUNE POVC POINT ON VERTICAL CURVE AS APPLICABLE, TO BE PAINTED PER CALTRANS C.L. CENTERUNE BVC BEGIN VERTICAL CURVE Ic FURNISH & INSTALL INTERCONNECT CONDUIT STANDARD PLAN A24A. ELEV ELEVATION EVC END VERTICAL CURVE TB3 Tg5 THIS FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CALTRANS TYPE VI ARROW, LEFT OR RIGHT BCR BEGIN CURB RETURN PI POINT OF INTERSECTION TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE AS APPLICABLE, TO BE PAINTED PER CALTRANS ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE CURVE NUMBER FOR CURVE DESCRIPTION STANDARD PLAN A24A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB �j TAPER NUMBER FOR TAPER DESCRIPTION CALTRANS TYPE 1 (10) ARROW TO BE PAINTED PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT PER CALTRANS STANDARD PLAN A24A. OF VERTICAL CURVE FC FINISH CONCRETE ® ITEM OF WORK - SEE SCHEDULE F.O.C. FACE OF CURB R/W RIGHT-OF-WAY . -i!kl CALTRANS TYPE VII ARROW, LEFT OR RIGHT 0 EASEMENT LEGEND AS APPUCABLE, TO BE PAINTED PER CALTRANS QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. STANDARD PLAN A24A. CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/4' WINGS 00 EXISTING SURVEY MONUMENT PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) "STOP" MARKING PER CAL -TRANS STANDARDS FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. SID. T-1. � BIKE LANE MARKINGS PER CAL -TRANS STANDARDS "YIELD' MARKING PER CAL -TRANS STANDARDS � CAL -TRANS TYPE IV ARROW ED D FURNISH & INSTALL STREET UGIT - 9500 LUMEN. STREET LIGHTS ARE TO LEFT OR RIGHT AS APPLICABLE ID 'NO TRUCKS' MARKING PER CAL -TRANS STANDARDS BE 'LED' AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 'STOP" MARKING PER CAL -TRANS STANDARDS am SEE DETAIL ON SHEET 5 AHEAD `AHEAD" MARKING PER CAL -TRANS STANDARDS AAAA YIELD LINE PER CALIFORNIA MUTCD FIGURE 3B-14(CA) SECTION DESIGNATION: EXISTING STRIPING AND MARKINGS, TYPICAL SECTION LETTER NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL TEMPORARY STRIPING AND MARKING DESIGNATED A`WITH (T) SHALL BE STRIPING TAPE (SSP) OR ALL PERMANENT STRIPING & PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND 2 TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS SHEET WHERE SECTION IS SHOWN STANDARD SPECIFICATION PTH-02ALKYD STANDARD SPECIFICATION PTH-02ALKYD, UNLESS OTHERWISE INDICATED. CONSTRUCTION NOTES: CONSTRUCTION NOTES: CONSTRUCTION NOTES: SIGN LEGEND: CONSTRUCT TYPE "B" CURB & FURNISH AND INSTALL 1- 2" AND 1- 1 1/2" i FURNISH & INSTALL TRAFFIC SIGNS PER KERN 1 CONSTRUCT DRIVEWAY PER C.O.B.C06STD. DETAIL GUTTER PER C.O.B. STD. ST -1. BLANK CONDUIT PIPE. COUNTY DEVELOPMENT STANDARD PLATE T-4. 11 5T-2 WITH t2 WIDE ACCESS GATE PER C.O.B. O CONSTRUCT TYPE "M" MEDIAN CURB STD. D-12. ® FURNISH AND INSTALL 1- 1 1/2' BLANK 'R1-1' - STOP WITH 10" REVEAL PER C.O.B. STD. ST-2.FURNISH AND INSTALL 2 - 3" SCH. 40 CONDUIT PIPE. 'RT -2' - YIELD O Q CONDUITS WITH NO. 5 PULL BOXES PER C.O.B. ® CROSSWALK STRIPING -SEE DETAIL ' R2-4' (CA) (45) - 45 ZONE AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 25MPH ' ( ) - SPEED LIMIT 25 3 REVISED STANDARD PLAN RSP A88A REVISED STD. DET. T-33. ON SHEET 9. 'R2-1 JULY 2016; CASE A, F OR G AS DETAILED ON13 EXISTING POWER POLE AND DOWN GUY TO BE ® FURNISH AND INSTALL STREET SIGN 'R3-1" - NO RIGHT TURN SHEET 11. O RELOCATED BY OTHERS. PER C.O.B. STANDARD T-1. 'R3-7' - RIGHT LANE MUST TURN RIGHT ® CONSTRUCT 5' WIDE MEANDERING PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT 18" WIDE WHITE CONTINUOUS ONES FOR 'R4-7' - KEEP RIGHT � SIDEWALK PER C.O.B STD. DET. ST -3 14 PAINT PER CALTRANS STANDARD SPECIFICATION PEDESTRIAN CROSSWALK. 'R6 -1(R)` -ONE WAY CONSTRUCT 10' WIDE MEANDERING PTH-02ALKYD. ® PROPOSED PAVEMENT MARKINGS -SEE MARKING 'R6 -4(R)' - ROUNDABOUT DIRECTIONAL 50 MULTI-PURPOSE TRAIL PER C.O.B. CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL NOTES AND LEGEND ON SHEETS 6, 7. & 8 'R61-3(CA)"- THRU AND RIGHT TURN ONLY SIDEWALK SPECIFICATIONS ON STD. ST -3. 15) PER CALTRANS 2010 STANDARD ©9 -- NOT USED -- `W2-6' - CIRCULAR INTERSECTION NOTICE INSTALL TYPE III BARRICADE PER CALTRANS (SEE DETAIL B ON SHEET 7) PAINT 12" WIDE WHITE CONTINUOUS LINES rW-2' -YIELD AHEAD © STANDARD PLAN A73C WITH W-31(CA) SIGN WITH 16 FURNISH AND INSTALL 2 EA. 4" BLANK CONDUIT AND/OR CROSSWALK UNES. 'Wi1-2' -PEDESTRIAN CROSSING OM4-3 MARKER. BARRICADE IS TO GO FROM PIPES.'W13-1(15 MPH)' - ADVISORY SPEED LIMIT 15 FLOWUNE TO FLOWLINE. Q FURNISH AND INSTALL 2 EA. 1-1/2" BLANK 31 PAINT 12" WIDE BROKEN WHITE LINE WITH 3' 'WI6-7p'- DIAGONAL DOWNWARD CONDUIT PIPES. STRIPE PER 3' GAP. POINTING ARROW PRIOR TO CONSTRUCTION CONTRACTOR TO FURNISH AND INSTALL 1 EA. 6" AND 1 EA. 2" ® PAINT 8" WIDE SOLID YELLOW LINE 'R9 -3/R9 -3A' - NO PEDESTRIAN CROSSING VERIFY ALL EXISTING7O & SEWER ELEVATIONS F ELOWLJNFMAIN THEORM SAME AS 1 a ® BLANK CONDUIT PIPE. PAINT 4" WIDE SOLID WHITE UNE APPROVED PLANS.IF ANY DISCREPANCIES CONSTRUCT TYPE D-4 CURB PER CALTRANS CONTRACTOR TO NOTIFY ENGINEER. 19 2010 STANDARD PLAN A87A. (SEE DETAIL "A" ® PAINT 8" WIDE SOLID WHITE UNE ® REMOVE EXISTING SIGN AND BARRICADE AND © ON SHEET 7) SALVAGE SAME IF POSSIBLE. Q FURNISH AND INSTALL TRAFFIC SIGNS - SEE OSAWCUT EXISTING E.P. 2' BACK OR AS SIGN LEGEND FOR DETAILS DIRECTED BY CITY ENGINEER. 21 COLORED STAMPED CONCRETE - SEE LANDSCAPE FURNISH AND INSTALL THE FOLLOWING PLAN FOR DETAILS. 1 Q SCHEDULE 40 PVC SLEEVES CONFIGURATION CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE FOR LANDSCAPING PURPOSES:(4)-6" FOR TURF ® DETECTABLE WARNING SURFACE ON 4" CONCRETE AND (1)-3" FOR TREES. WALKWAY. FOR DETECTABLE WARNING DETAILS. SEE DETAIL "1" ON SHEET 6. FUTURE DEVELOPEMENT 1 I I I BEGIN C.L. 12" WIDE SOLID WHITE UNE 35+24.43 C.L. 32.50 LT. I I I B.C.-BEGIN C.L. 12" BROKEN WHITE LINE (SFE N07E 31) TA. 34+82.48 C.L. 37.83 LT. SPLITTER ISLAND W STRIPING @ ROUNDABOUT SCALE: 1" = 10' NOTE: STATIONING IS BASED ON HIGHGATE PARK BLVD. C.L. I I 26 I I 19 LL LLLLLL .LL4LLLLLLLLLLL LLLLLLLLL LLLLLL L B.C.-BEGIN 12" BROKEN LLLLL WHITE LINE (AFF NOTE 31) LLLLL STA. 34+65.49 C.L. 54.21 RT. 1 LLLL LLLL LLLL WI LLLL LLLL QI LLLL c LLL zl LLL LLL I L I- �- E.C.-END 12' WIDE LLL BROKEN WHITE UNE/ I �rn L L L B.C.-BEGIN 8' SOLID I L_ L L WHITE LINE SOUTH/ �✓ L L L B.C.-BEGIN 8" SOLID/ <)Ia I L E.C.-END 8' SOLID WHITE LINE B.C.-BEGIN 8' soup YELLOW LN r L STA. 34+18.12 C.L 63.97 RT_ Q LLL z i TYP. 20 LL I LLL 21 �L�l LLL 1 �6/ LLL L LLL 32 o LLL ,+4T LLLL ' LLLL LLLLL LLLLLL _L LLLLLLLLLL _L1ILLLLLLLLLL CURVE TABLE CURVE RADIUS I 15 LLL , STA. 34+ I q INTERSECTION _ L L LL 21.08' 10.56' STA, 34+29.63 HIGHGATE PARK LL © 65.00' STA. 10+00.00 PEMBERLEY PASSAGE LLL 12.78' 22'15'17' ® 110.00' 20.80' t - - ® LL L L / c\ 13.42' LL ® 65.00' LL 12.42' I LLL 140.00' a CD m LLL 844'23' x LL 25.02' c� Y x < L L LLL ® <)Ia I L E.C.-END 8' SOLID WHITE LINE B.C.-BEGIN 8' soup YELLOW LN r L STA. 34+18.12 C.L 63.97 RT_ Q LLL z i TYP. 20 LL I LLL 21 �L�l LLL 1 �6/ LLL L LLL 32 o LLL ,+4T LLLL ' LLLL LLLLL LLLLLL _L LLLLLLLLLL _L1ILLLLLLLLLL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 130.00' 21.08' 10.56' 917'27' © 65.00' 25.25' 12.78' 22'15'17' ® 110.00' 20.80' 10.43' 1050'04" ® 65.00' 26.46' 13.42' 23'19'28' ® 65.00' 24.54' 12.42' 21'37'51" ® 140.00' 21.36' 10.70' 844'23' © 65.00' 25.02' 12.67' 22'03'19' ® 110.00' 21.08' 10.57' 105846" END C.L. 12' WIDE SOUD WHITE UNE .60 C.L. 84.90 RT. i ! I I I I END C.L. 12' WIDE SOLID WHITE UNE STA. 35+25.34 C.L. 31 I I 1 END C.L. 12' WIDE TRACT 7299 UNIT 6 TRACT 17299 UNIT 6 BEGIN C.L. 12' WIDE I ,SOLID WHITE LINE STA. 34+56.64 C.L. 95.12 RT. 30 I TRACT 7299 OLID WHIT NEE ( UNIT 2 STA. 34+36.83 C.L. 95.41 RT. PASSAGE AVE. , 11+00 - - S8857'39rE - I I BEGIN C.L. 12' WIDE SOLID WHITE UNE STA. 34+22.61 C -L_ END C.L. 12' WIDE / T4`7`�� SPLITTER ISLAND "B" @ ROUNDABOUT SCALE: 1" = 10' NOTE: STATIONING IS BASED ON HIGHGATE PARK BLVD. C.L. i LIMITS OF PUBLIC STREETS I I I 1 TRACT 7300 UNIT 1 --amm- Know what's below. 0111 before you dig. IIIIIIIII FUTURE PARK BEGIN C.L. 12" WIDE BEGIN C.L. 12" VIDE 1.0' (12") WIDE SOLID WHITE LINE TYPICAL W A N CL PEMBERLEY P 1 — PASSAGE AVE. — — z R--500.00' S88'57'39'W I q INTERSECTION STA. 34+29.63 HIGHGATE PARK STA. 10+00.00 PEMBERLEY PASSAGE 1 SPLITTER ISLAND "C" STRIPING @ ROUNDABOUT SCALE: 1" = 10' NOTE: STATIONING IS BASED ON HIGHGATE PARK BLVD. C.L. TYPIG`AL TYPICAL CROSSWALK STRIPING SCALE: 1" = 10' TRACT 7300 UNIT 1 FUTURE DEVELOPEMENT FUTURE -D �itiF FUTURE PARK FUNR - At CAD j2' WIDE E.C.-END 8' SOLID YELLOW LINE 73 C.L. 64.97 LT. E.C.-END 8" SOLID YELLOW UNE WEST/ EC. -END 8' SOLID WHITE LINE NORTH/ B.C.-BEGIN 12' WIDE E.C.-END 12' WIDE FUTURE SPLITTER ISLAND "D" STRIPING @ ROUNDABOUT SCALE: 1" = 10' NOTES: Pi 1. STATIONING IS BASED ON HIGHGATE PARK BLVD C.L. 2. STRIPING @ SPUTTER ISLAND 'D' TO BE FUTURE AND STRIPED PRIOR TO CONSTRUCTION OF FUTURE DEVELOPMENT. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 120.00' 21.27' 10.66' 10'09'26' 0 65.00' 24.65' 12.48' 2143'53" ® 65.00' 28.32' 14.39' 24'57'49' 0 110.00' 20.93' 10.49' 10'53'58" 0 1 110.00' 20.49' 10.28' 10'40'25" Q 65.00' 16.35' 8.22' 14'24'53" Q 100.00' 20.27' 10.17' 1137'00" ® 65.00' 25.04' 12.68' 2Z'04!27* LLLLLLLLLLI�LLLLLL LLLLLLI I l l i, i i LLL LLLLLLL LLLLLLL LEGEND: TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCTION NOTES: CONSTRUCTION NOTES: CONSTRUCTION NOTES: MARKING NOTES & LEGEND: SIGN LEGEND: ABBREVIATIONS IR FURNISH & INSTALL IRRIGATION CONDUIT1 CONSTRUCT TYPE "B" CURB & CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL FURNISH AND INSTALL 1- 2" AND 1- 1 1/2" i FURNISH & INSTALL TRAFFIC SIGNS PER KERN F.L FLOWUNE POVC POINT ON VERTICAL CURVE O GUTTER PER C.O.B. STD. ST -1. 11 ST -2 WITH 12' WIDE ACCESS GATE PER C.O.B. ® BLANK CONDUIT PIPE. CALTRANS TYPE IV ARROW, LEFT OR RIGHT COUNTY DEVELOPMENT STANDARD PLATE T-4. » " AS APPUCABLE, TO BE PAINTED PER CALTRANS C.L. CENTERLINE BYC BEGIN VERTICAL CURVE 1c FURNISH &INSTALL INTERCONNECT CONDUIT 2 CONSTRUCT TYPE "M MEDIAN CURB STD. D-12. FURNISH AND INSTALL 1- 1 1/2 BLANK R1-1 -STOP ELEV ELEVATION EVC END VERTICAL CURVE STANDARD PLAN A24A. A » Tea �5 Tis FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT WITH 10 REVEAL PER C.O.B.C.0.6. STD. ST -2. FURNISH AND INSTALL 2 - 3 SCH. 40 CONDUIT PIPE. Rt -2 -YIELD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION CONSTRUCT HANDICAP RAMP PER CALTRANS 1© CONDUITS WITH NO. 5 PULL BOXES PER C.O.B. ® CROSSWALK STRIPING -SEE DETAIL CALTRANS TYPE VK ARROW, LEFT OR RIGHT 'R2-4' (CA) (45) - 45 ZONE AHEAD TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE O REVISED STANDARD PLAN RSP A88A REVISED STD. DET. T-33. ON SHEET 9. AS APPLICABLE, TO BE PAINTED PER CALTRANS 'R2-1' (25MPH) ^SPEED LIMIT 25 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE O CURVE NUMBER FOR CURVE DESCRIPTION JULY 2016; CASE A, F OR G AS DETAILED ON Q EXISTING POWER POLE AND DOWN GUY TO BE ® FURNISH AND INSTALL STREET SIGN STANDARD PLAN A24A. 'R3-1' - NO RIGHT TURN EC END CURVE TC TOP OF CURB SHEET 11. RELOCATED BY OTHERS. PER C.O.B. STANDARD T-1. 'R3-7' - RIGHT 'LANE MUST TURN RIGHT PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT O TAPER NUMBER FOR TAPER DESCRIPTION ® CONSTRUCT 5' WIDE MEANDERING PAINT 12" LIMIT LINE USING THERMOPLASTIC © PAINT 18' WIDE WHITE CONTINUOUS LINES FOR CER ALTRANS TYPE SESTANDARDRPLAN A24A. PAINTEDOW TO BE *R4-7' - KEEP RIGHT OF VERTICAL CURVE FC FINISH CONCRETE SIDEWALK PER C.O.B SID. DET. ST -3 14 PAINT PER CALTRANS STANDARD SPECIFICATION PEDESTRIAN CROSSWALK. R6 -1(R) ONE WAY ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT 10' WIDE MEANDERING PTH-02ALKYD. ® 'R61-3(CA)"- THRU AND RIGHT TURN ONLY F.O.C. FACE OF CURB R/W RIGHT-OF-WAY " PROPOSED PAVEMENT MARKINGS -SEE MARKING CALTRANS TYPE VII ARROW, LEFT OR RIGHT 'R6 -4(R)" - ROUNDABOUT DIRECTIONAL 0 O5 MULTI-PURPOSE TRAIL PER C.O.B. CONSTRUCT TYPE Al -6 CURB WITH 6 REVEAL NOTES AND LEGEND ON SHEETS 6, 7, & 8 AS APPLICABLE TO BE PAINTED PER CALTRANS EASEMENT LEGEND SIDEWALK SPECIFICATIONS ON STD. ST -3. 15 PER CALTRANS 2010 STANDARD W2-6 -CIRCULAR INTERSECTION NOTICE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. SEE DETAIL B ON SHEET 7) -- NOT USED -- STANDARD PLAN A24A. , CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/4' WINGS INSTALL TYPE 111 BARRICADE PER CALTRANS ( PAINT 12" WIDE WHITE CONITNUOUS ONES •W3-2 "- YIELD AHEAD Qo EXISTING SURVEY MONUMENT PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) Q STANDARD PLAN A73C WITH W-31(CA) SIGN WITH 16 FURNISH AND INSTALL 2 EA. 4 BLANK CONDUIT 'STOP' MARKING PER CAL -TRANS STANDARDS W11-2 - PEDESTRIAN CROSSING , w.,.w OM4-3 MARKER. BARRICADE IS TO GO FROM PIPES. AND/OR CROSSWALK LINES. 'W13-1(15 MPH)- - ADVISORY SPEED LIMIT 15 FLOWLINE TO FLOWLINE. FURNISH AND INSTALL 2 EA. 1-1/2" BLANK PAINT 12" WIDE BROKEN WHITE LINE WITH 3' " 'W16-7 ' DIAGONAL DOWNWARD FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. BIKE LANE MARKINGS PER CA! -TRANS STANDARDS � CONDUIT PIPES. 31 STRIPE PER 3' GAP. YIELD MARKING PER CAL -TRANS STANDARDS P POINTING ARROW • CAL -TRANS TYPE IV ARROW PRIOR TO CONSTRUCTION CONTRACTOR TO FURNISH AND INSTALL 1 EA. 6" AND 1 EA. 2" PAINT 8" WIDE SOLID YELLOW UNEu� 'R9 -3/R9 -3A' NO PEDESTRIAN CROSSING 8 LEFT OR RIGHT AS APPUCABLE VERIFY ALL EXISTING FLOWLINE, STORM DRAIN, 18 NO BLANK CONDUIT PIPE. • -- FURNISH &INSTALL STREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO O &SEWER ELEVATIONS REMAIN THE SAME AS NO TRUCKS" MARKING PER CAL -TRANS STANDARDS BE 'LED" AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 I 'STOP' MARKING PER CAL -TRANS STANDARDS APPROVED PLANS.IF ANY DISCREPANCIES CONSTRUCT TYPE D-4 CURB PER CALTRANS PAINT 4" WIDE SOLID WHITE UNERM SEE DETAIL ON SHEET 5 CONTRACTOR TO NOTIFY ENGINEER. 19 2010 STANDARD PLAN A87ASEE DETAIL "A" SCALE: 1" = 1 O' �� ,� " . (® PAINT 8" WIDE SOLID WHITE UNE L A A A YIELD UNE PER CALIFORNIA MUTCD FIGURE 3B-14(CA) AAD AHEAD MARKING PER CAL -TRANS STANDARDS V REMOVE EXISTING SIGN AND BARRICADE AND ON SHEET 7) 1 O 5 O 10 20 Know what's below. EXISTING STRIPING AND MARKINGS, TYPICAL SALVAGE SAME IF POSSIBLE. ® FURNISH AND INSTALL TRAFFIC SIGNS - SEE NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS 0111 before you dig. SECTION DESIGNATION: SAWCUT EXISTING E.P. 2' BACK OR AS SHEETS 8 AND 9 FOR DETAILS. SECTION LETTER NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL TEMPORARY STRIPING AND MARKING DESIGNATED O DIRECTED BY CITY ENGINEER. 21 COLORED STAMPED CONCRETE - SEE LANDSCAPE ALL PERMANENT STRIPING & PAVEMENT MARKINGS FURNISH AND INSTALL THE FOLLOWING I _ WITH (T) SHALL BE STRIPING TAPE (SSP) OR PLAN FOR DETAILS. TO BE THERMOPLASTIC PAINT PER CALTRANS A ALL PERMANENT STRIPING & PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE STANDARD SPECIFICATION PTH-02ALKYD 2 TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS 10 SCHEDULE 40 PVC SLEEVES CONFIGURATION ® DETECTABLE WARNING SURFACE ON 4" CONCRETE �� SHEET WHERE SECTION IS SHOWN STANDARD SPECIFICATION PTH-02ALKYD STANDARD SPECIFICATION LANDSCAPING PURPOSES:(4)-6" FOR TURF CAT10N PTH-OZALKYD, UNLESS WALKWAY. FOR DETECTABLE WARNING DETAILS, 1 OTHERWISE INDICATED. AND (1)-3" FOR TREES. SEE DETAIL "1" ON SHEET 6. CITY RECORDS NO: au 23 FUTURE DEVELOPMENT 1.E� gyp,; \ 1a TRACT 7300 i I � ! 16 ! ! ! FUTURE I I ! DEVELOPMENT 18 19 I II I „ I i 11 �i 20 11 I i N 21 M I ►I I i► 22 STOPPING SIGHT DISTANCE ,SSD, ON THE APPROACH & SIGHT DISTANCE TO CROSSWALK ON EXIT SCALE 1"=50' FUTURE i DEVELOPMENT L FUTURE DEVELOPMENT HIGHGATE PARK BOULEVARD I I DIST TRACT 7299 qn' Tn Yin n I / TRACT 7300 STOPPING SIGHT DISTANCE AND SIGHT ANCE AT ROUNDABOUT AND APPROACHES LEGEND D1=ENTERING STREAMING DISTANCE - - - - D2=CIRCULATING STREAMING DISTANCE - - - - UNE OF SIGHT w z W .� > / C.7 `Q CL ui W J I � I. W m w I HIGHGATE PARK BOULEVARD INTERSECTION SIGHT DISTANCE AT ROUNDABOUT SCALE 1"=20' FUTURE DEVELOPMENT I / / / I HIGHGATE PARK BOULEVARD 1 i I I I I I I zo u') O 0 \ I pQl loo° FUTURE I I DEVELOPMENT HIGHGATE PARK BLVD. STOPPING SIGHT DISTANCE ON ROUNDABOUT SCALE 1"=20' W D z ui¢ w ¢ U) a UJ J w m m w d nnR ( 11 I 1 11 F2 4 1 1 0 I i i 0 1 1 m 1 1 z b I Y �n 1 1 -- N 9� O N I I 25 FUTURE DEVELOPMENT 1.E� gyp,; \ 1a TRACT 7300 i I � ! 16 ! ! ! FUTURE I I ! DEVELOPMENT 18 19 I II I „ I i 11 �i 20 11 I i N 21 M I ►I I i► 22 STOPPING SIGHT DISTANCE ,SSD, ON THE APPROACH & SIGHT DISTANCE TO CROSSWALK ON EXIT SCALE 1"=50' FUTURE i DEVELOPMENT L FUTURE DEVELOPMENT HIGHGATE PARK BOULEVARD I I DIST TRACT 7299 qn' Tn Yin n I / TRACT 7300 STOPPING SIGHT DISTANCE AND SIGHT ANCE AT ROUNDABOUT AND APPROACHES LEGEND D1=ENTERING STREAMING DISTANCE - - - - D2=CIRCULATING STREAMING DISTANCE - - - - UNE OF SIGHT w z W .� > / C.7 `Q CL ui W J I � I. W m w I HIGHGATE PARK BOULEVARD INTERSECTION SIGHT DISTANCE AT ROUNDABOUT SCALE 1"=20' FUTURE DEVELOPMENT I / / / I HIGHGATE PARK BOULEVARD 1 i I I I I I I zo u') O 0 \ I pQl loo° FUTURE I I DEVELOPMENT HIGHGATE PARK BLVD. STOPPING SIGHT DISTANCE ON ROUNDABOUT SCALE 1"=20' W D z ui¢ w ¢ U) a UJ J w m m w d nnR �u R/W 55' MING AVE. 55'-66' R/W LA24 NDSCAPE LOT 48' 48'-59' 1 12.5' 4.5' 41' 7'-1 7' 41'-52' 7' 1 MIN. 6' WALL--�, FUTURE I I I I IMPROVEMENTS_`\ 1.947o MIN. - IMAX 2% 2.29% MAX. 2% 12% �--_--------------- �z� 2 / / / / / / / �i/i /i/i / / /�i�r�i�i�/ GRiST. TOP OF UND EXISTING LEVEE EXIST _ --------------------------------- ---- - GROUND 0.45' A.C. PAVING ------------- --- 10' -------- 0.50' CL II AGG. BASE MEANDERING SECTION A 1.55' O.G. COMPACTED TO MULTI-PURPOSE TRAIL SCALE:1 "=10' R = 73 95% MAX. RELATIVE DENSITY. TI =9 STREET SECTION ARTERIAL (PUBLIC STREET) MING AVENEUE (STA. 30+14.60 C.L. TO 53+05.62 C.L.) P PA 59.5' � 53.5' A R/W R/W 52' 44' 1 1 1 7.5' 1 19.5' 32.5' 30.5' 13.5' 9.5' LANDSCAPE I 1 LANDSCAPE EASEMENT EASEMENT 6' MIN. VARIES I 10' VARIES 24' 8.5' I 6.5' 24' VARIES 5' I VARIES BLOCK WALL L/S 1 MEANDERING L/S z DRIVE AISLE L/S MEDIAN RIVE AISLE Z L/S S/W L/S 6' HIGH I BLOCK WALL 2 2% MA ( 1 2% 2% 29' 1 2% MAX 2% 000 0 o°n o°o°o°�//////°o°o°o°r,°o°o°o°o°o°o o°o 00000 0.30' A.C. PAVING 0.80' O.G. COMPACTED TO 0.40' AGG. BASE 95% MAX. RELATIVE DENSITY SECTION B SCALE:1 "=10' 1 R = 11 6=6 STREET SECTION LOCAL COLLECTOR (PUBLIC STREET) HIGHGATE PARK BOULEVARD (STA. 35+25.29 C.L. TO 37+41.56 C.L.) WMSP EXHIBIT 4-11.5 S895537"E 104.61' T=5s'1414 TIBMIORAM SUMP NO.2 SCALE:1 "=40' UO R=115.00' i 355 TEMPORARY FLOWAGE & DRAINAGE L=63.82' CASE A V EASEMENT PER COB DOC.;000216174205. HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A b PRIVATELY 3 'fib N7715'45'E MAINTAINED " • 1.67 TO 2.3 Q TO Q 14.38' N cD 04 z N7554'53"E 205.23' �• 1� DETECTABLE WARNING SURFACE & DRAINAGE EASEMENTN PER C.O.B DOC.#000216174205. 8822'56" Ws` CURB RAMP - DETAIL "11$ PRIVATELY !O1 6" SCALE: NONE MAINTAINED �c p,, �v f0 TEMPORARY SUMP AVENUE. 2 1 353' 1.5' DEEP - NO FENCE REQ'D. , g7 FG' z ' S7707'59"W 228.95' PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. TEMPORARY SUMP NO.1 STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. Z SCALE: 1"=40' 0000000 000000 0000 0000000 TEMPORARY FLOWAGE & DRAINAGE EASEMENT PER COB DOC./000216174205. 0000 000000 x gig FG X6.09 N875544"W f 05.56' �• ��� R=538.47' SIDES OF � i L-555.19' T�3.12' d=13.22'19• RAMP) 000000 000 000000 0000 0 � I PRIVATELY C-4 MAINTAINED i TEMPORARY SUMP iml 1.5' DEEP` INEESSEEN NO FENCE REQ'D. 5yR 45.4.3x1 cn S895537"E 104.61' T=5s'1414 TIBMIORAM SUMP NO.2 SCALE:1 "=40' N79 04'01 "E 13.50' wo TEMPORARY SUMP CALCS: VOLUME REQUIRED: 0.25 AC -FT AREA: 1.77 AC. , C=0.95 VOL. REQ'D = 0.15 x (1.77x0.95) = 0.25 AC -FT VOLUME PROVIDED: 0.29 AC -FT AREA(MID) = 0.19 AC VOLUME PROVIDED = 0.19 AC x 1.5' DEEP = 0.29 AC -FT TEMPORARY SUMP CALCS: VOLUME REQUIRED: 0.35 AC -FT AREA: 2.47 AC. , C=0.95 VOL. REQ'D = 0.15x (2.35x0.95) = 0.35 AC -FT VOLUME PROVIDED: 0.36 AC -FT AREA(MID) = 0.24 AC VOLUME PROVIDED = 0.24 AC x 1.5' DEEP = 0.36 AC -FT TEMPORARY SUMP NO. 3 CALCS: VOLUME REQUIRED: 0.0627 AC -FT AREA: 0.44 AC. , C=0.95 VOL. REQ'D = 0.15 x (0.44x0.95) - 0.0627 AC -FT VOLUME PROVIDED: 0.075 AC -FT AREA(MID) = 0.05 AC VOLUME PROVIDED = 0.05 AC x 1.5' DEEP = 0.075 AC -FT i I illi II i i I a Ii i l FUTURE 18" DRAIN; 18" DRAIN FUTURE P.I.V.C./ FUTURE i SOOIS05"W I S0013'05"W CATCH BASIN NO. 2 i ; 30.42', i 66.42' STA 46+06.97, C.L. 48.00 LT. f l I I , STA 46+06.66, F.L. I I I I t o NORMAL F.L. ELEV.=360.77' ; i I ( i ' ;q ito DEPRESSED F.L. ELEV.=360.60'1 -3 cn I I IQ j I F �) ULZE 00 U z: Iz i i 6W`^I 10 I I E I cn+ tEj tq l i0° i l l l "obi+Li IQt.��W MI II I�Zd w I II WRln W� I n u SECTION C - PLAN VFW SCALE: 1" = 50' HORIZONTAL 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 TEMP. F&D EASEMENT PER COB DOC. #000216174205. END 18 PIPENOO"1SWE STA. 46+06.98 C.L. PROPOSED 20' c 60 ' 48.42T. BEGIN 18" PIPE RAENSEASEMENT STA 46+06.98 C.L 8 I, 51.92 T 18' DRAIN 8 '55 wl ------ -- S0013 05 W---- 00 z N o 146.17' >- in� 0 o in a Ali >- cr x w FUTURE P.LV.C. - - - -' o o'w CATCH BASIN NO. 3 W o `E" a STA 46+06.98, C.L. 4&00 RT. a � Z a `O 00 STA. 46+06.97, F.L. N i 1 NORMAL F.L. ELEV.=359.91' + a DEPRESSED F.L. ELEV.=359.74' 000 c ' S00'13'05"W 60.0063 12'x12'x12" THICK -�-- RIP RAP PAD ' (D5=67) Emmill UO R=115.00' i 355 m___ MENEEMEMENIN L=63.82' CASE A W MAX HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A b PRIVATELY 3 'fib N N MAINTAINED " • 1.67 TO 2.3 Q TO Q TEMPORARY SUMP N cD 04 z 1.5' DEEP NO FENCE REQ'D. P TEMPORARY FLOWAGE DETECTABLE WARNING SURFACE & DRAINAGE EASEMENTN PER C.O.B DOC.#000216174205. 8822'56" Ws` CURB RAMP - DETAIL "11$ ,p $ 63.00' 6" SCALE: NONE c �c TEMPORARY Sly' NO 3 NOR. SCALE: 1"=40' AVENUE. N79 04'01 "E 13.50' wo TEMPORARY SUMP CALCS: VOLUME REQUIRED: 0.25 AC -FT AREA: 1.77 AC. , C=0.95 VOL. REQ'D = 0.15 x (1.77x0.95) = 0.25 AC -FT VOLUME PROVIDED: 0.29 AC -FT AREA(MID) = 0.19 AC VOLUME PROVIDED = 0.19 AC x 1.5' DEEP = 0.29 AC -FT TEMPORARY SUMP CALCS: VOLUME REQUIRED: 0.35 AC -FT AREA: 2.47 AC. , C=0.95 VOL. REQ'D = 0.15x (2.35x0.95) = 0.35 AC -FT VOLUME PROVIDED: 0.36 AC -FT AREA(MID) = 0.24 AC VOLUME PROVIDED = 0.24 AC x 1.5' DEEP = 0.36 AC -FT TEMPORARY SUMP NO. 3 CALCS: VOLUME REQUIRED: 0.0627 AC -FT AREA: 0.44 AC. , C=0.95 VOL. REQ'D = 0.15 x (0.44x0.95) - 0.0627 AC -FT VOLUME PROVIDED: 0.075 AC -FT AREA(MID) = 0.05 AC VOLUME PROVIDED = 0.05 AC x 1.5' DEEP = 0.075 AC -FT i I illi II i i I a Ii i l FUTURE 18" DRAIN; 18" DRAIN FUTURE P.I.V.C./ FUTURE i SOOIS05"W I S0013'05"W CATCH BASIN NO. 2 i ; 30.42', i 66.42' STA 46+06.97, C.L. 48.00 LT. f l I I , STA 46+06.66, F.L. I I I I t o NORMAL F.L. ELEV.=360.77' ; i I ( i ' ;q ito DEPRESSED F.L. ELEV.=360.60'1 -3 cn I I IQ j I F �) ULZE 00 U z: Iz i i 6W`^I 10 I I E I cn+ tEj tq l i0° i l l l "obi+Li IQt.��W MI II I�Zd w I II WRln W� I n u SECTION C - PLAN VFW SCALE: 1" = 50' HORIZONTAL 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 TEMP. F&D EASEMENT PER COB DOC. #000216174205. END 18 PIPENOO"1SWE STA. 46+06.98 C.L. PROPOSED 20' c 60 ' 48.42T. BEGIN 18" PIPE RAENSEASEMENT STA 46+06.98 C.L 8 I, 51.92 T 18' DRAIN 8 '55 wl ------ -- S0013 05 W---- 00 z N o 146.17' >- in� 0 o in a Ali >- cr x w FUTURE P.LV.C. - - - -' o o'w CATCH BASIN NO. 3 W o `E" a STA 46+06.98, C.L. 4&00 RT. a � Z a `O 00 STA. 46+06.97, F.L. N i 1 NORMAL F.L. ELEV.=359.91' + a DEPRESSED F.L. ELEV.=359.74' 000 c ' S00'13'05"W 60.0063 12'x12'x12" THICK -�-- RIP RAP PAD ' (D5=67) Emmill 1.5% m___ MENEEMEMENIN SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. CASE A CASE F MAX HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A 000 GUTTER FRONT ED " • 1.67 TO 2.3 Q TO r-------- CENTER OO OO OO 7.5% MAX 1'5% MAX-) �T OF SIDEWI SEE NOTE 8 SECTION A -A DOME PATTERN (IN-LINE) (4)-6" FOR TURF AND (1)-3" FOR TREES. DETECTABLE WARNING SURFACE (SEE NOTE 10) 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. CURB RAMP - DETAIL "11$ FUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A 6" SCALE: NONE 12 NOTE: what's Call before dig. NOR. TYP AVENUE. MEIN. " CASE "F" & "G" CURB RAMPS TO BE USED ON molmmimmmim z PRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWLINE,Q 14 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. Z 0000000 000000 0000 0000000 RETAININ( 6 0� 0000 000000 x gig CURB (B( 000 000°000 SIDES OF 000. Se0000 0000 0000 ° RAMP) 000000 000 000000 0000 0 Effiliml iml INEESSEEN ;]m mm -n= Mim 0%027100 MEMO 1-1.12 'IEEE 61 I EFRE EmmkINEEN mmmm,'�iiiimmmm MINX Uri � �6 -0""A) MI� AX �I C SECTION C - PROFILE VIEW 11 SCALE: 1 = 50' HORIZONTAL 1" = 5' VERTICAL SIDEWALK x m c1'=bt /-- SEE NOTE 9 L FRONT EDGE OF I SIDEWALK 9% MAX oaoa" i o600 9% MAX 0000a 000000 AT CURB '0'0>0'0000 588888 AT CURB 000000 000000 f SIDEWALK 1.5% MIN SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. CASE A CASE F MAX HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A 000 GUTTER FRONT ED " • 1.67 TO 2.3 Q TO r-------- CENTER OO OO OO 7.5% MAX 1'5% MAX-) �T OF SIDEWI SEE NOTE 8 SECTION A -A DOME PATTERN (IN-LINE) (4)-6" FOR TURF AND (1)-3" FOR TREES. DETECTABLE WARNING SURFACE (SEE NOTE 10) 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. CURB RAMP - DETAIL "11$ FUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A 6" SCALE: NONE 12 NOTE: what's Call before dig. • CASE "A" CURB RAMPS TO BE USED ON MING TYP AVENUE. EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. " CASE "F" & "G" CURB RAMPS TO BE USED ON HIGHGATE PARK BOULEVARD. z PRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWLINE,Q 14 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. Z 0000000 000000 0000 0000000 RETAININ( 6 0� 0000 000000 x gig CURB (B( 000 000°000 SIDES OF 000. Se0000 0000 0000 ° RAMP) 000000 000 000000 0000 0 ;E LK fig. 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 TEMPORARY SUMP CALCS: VOLUME REQUIRED: 0.33 AC -FT AREA: 2.31 AC. , C=0.95 VOL. REQ'D = 0.15x (2.314.95) = 0.33 AC -FT VOLUME PROVIDED: 0.36 AC -FT AREA(MID) = 0.08 AC VOLUME PROVIDED = 0.08 AC x 4.5' DEEP - 0.36 AC -FT LID TO BE 1/4" STEEL PL FASTENED TO CMP WITH 3/8" RIVETS, SPOT WELD, OR TACK WELD AT 1/8 POINTS OR BETTER. PROVIDE 4 - 12"x16" OPENINGS W/ 12" SEPARATION BETWEEN OPENINGS WITH 1/2" DIAMETER BARS NOT ffaf-MORE THAN 2" O.C. CMP APPLY GROUT 18" RGJ-RCP DRAIN LINE �--APPLY GROUT CMP RISER OUTLET - DETAIL �11" SCALE: NONE I ­ff' A SIDEWALK 1 1.5% MAX Nz xa FRONT EDGE z �OF SIDEWALK CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. 9% MAX E � °0°0°0o AT CURB.. 0 0 1 1 I 00 0000 4'-2" MIN )`RETAINING CURB SEE NOTE 9 CASE G O 0.45" c TODIA S 0.9" BASE DIA 00 RAISED TRUNCATED DOME HANDICAP RAMP NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL A AND B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. ! 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" PLATFORM (LANDING) AS SHOWN IN CASE A. THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED ! POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-2". 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 9% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. i 7. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL. I 8. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 9. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. A 4'-0" WIDE DETECTABLE WARNING j SURFACE MAY BE USED ON A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACES SHALL i - CONFORM TO THE REQUIREMENTS IN THE STANDARD SPECIFICATIONS. I i 10. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. I 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION.; i 12 DETECTABLE WARNING SURFACES MAY HAVE TO BE CUT TO ALLOW REMOVAL OF UTILITY COVERS WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH AND DEPTH. I OCONSTRUCT MIN �\ SEE NOTE 9 MIN SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. CASE A CASE F HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A 000 GUTTER FLOWLINE , TOP OF RAMP• 4 -2 MIN I�-'I� ROUNDED � " • 1.67 TO 2.3 Q TO r-------- CENTER OO OO OO 7.5% MAX 1'5% MAX-) �T SPACING RAISED TRUNCATED SEE NOTE 8 SECTION A -A DOME PATTERN (IN-LINE) (4)-6" FOR TURF AND (1)-3" FOR TREES. DETECTABLE WARNING SURFACE (SEE NOTE 10) 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. CURB RAMP - DETAIL "11$ FUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A O SCALE: NONE 12 NOTE: what's Call before dig. • CASE "A" CURB RAMPS TO BE USED ON MING IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND AVENUE. EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. " CASE "F" & "G" CURB RAMPS TO BE USED ON HIGHGATE PARK BOULEVARD. CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. 9% MAX E � °0°0°0o AT CURB.. 0 0 1 1 I 00 0000 4'-2" MIN )`RETAINING CURB SEE NOTE 9 CASE G O 0.45" c TODIA S 0.9" BASE DIA 00 RAISED TRUNCATED DOME HANDICAP RAMP NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL A AND B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. ! 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" PLATFORM (LANDING) AS SHOWN IN CASE A. THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED ! POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-2". 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 9% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. i 7. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL. I 8. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 9. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. A 4'-0" WIDE DETECTABLE WARNING j SURFACE MAY BE USED ON A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACES SHALL i - CONFORM TO THE REQUIREMENTS IN THE STANDARD SPECIFICATIONS. I i 10. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. I 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION.; i 12 DETECTABLE WARNING SURFACES MAY HAVE TO BE CUT TO ALLOW REMOVAL OF UTILITY COVERS WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH AND DEPTH. I OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. V SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. , HANDICAP RAMP PER CALTRANS STANDARD PLAN RSP A88A FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC OCONSTRUCT REVISED JULY 2016; CASE A, F OR G AS DETAILED ON SHEET 11. 1 SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: OCONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B STD. DET. ST -3 (4)-6" FOR TURF AND (1)-3" FOR TREES. OCONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. 11 FUTURE DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. Know below. O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE/TRACT BOUNDARY OF TRACT 12 FURNISH AND INSTALL 2 - 3" SCH. 40 CONDUITS WITH NO. 5 PULL BOXES PER C.O.B. STD. DET. T-33. what's Call before dig. IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. you SALVAGE THE SIGN WITH THE CONSTRUCTION OF THE ADJACENT PHASE. PRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY ALL EXISTING FLOWLINE,Q 14 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. STORM DRAIN, & SEWER ELEVATIONS REMAIN THE SAME AS APPROVED PLANS. IF ANY DISCRERENCIES CONTRACTOR TO NOTIFY ENGINEER. 6 0� 1111111111