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HomeMy WebLinkAbout1.1-7354 Ph 1 & 2PG&E GAS NOTES: CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON-UTIUTIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. SOUTHERN CALIFORNIA GAS NOTES: 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 CAUFORNIA GAS 00. TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 3', OR MORE THAN Y, 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 LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPEUNE. 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. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES 3. PEMBERLEY PASSAGE AVENUE 4. BROMSHIRE STREET 5. UPPER PARKSHIRE STREET 6. LOWER PARKSHIRE STREET 7. HIGHGATE HEATH AVENUE 8. GILFORD SREET & WHITAKER STREET 9. WHITELORNE DRIVE & BIXSHIRE DRIVE 10. RISSOROUGH COURT 11. STREET SECTIONS & DETAILS ITEM UNIT UNIT UNIT2 TOTAL A.C. PAVING TONS 1529 590 2119 CL. 11 AGG. BASE CUYD 1757 678 2436 SUBGRADE PREPARATION CUYD 1953 754 2706 CONCRETE PARKING SUBGRADE CUYD 454 193 647 CONCRETE PARKING AREA SQFT 24539 1 10421 34960 6" CURB & GUTTER LF 4067 1113 5180 6" CURB LF 4202 2051 6253 SIDEWALK SOFT 5122 5929 11051 HANDICAP RAMPS EA. 30 4 34 STANDARD STREET NAME SIGNS EA. 12 2 14 5800 LUMEN STREET LIGHTS EA. 8 4 12 MONUMENT ENCASEMENTS EA. 19 4 23 TRAFFIC CONTROL SIGNS EA. 3 1 4 LOCAL STREETS LF 3847 r 1218 5065 01110101110 1 �n PRIVATE STREET CONSTRUCTION PLANS FOR VESTING TENTATIVE TRACT 7354 KnillaWm VICINITY MAP NO SCALE PROJECT MAP SCALE: 1'=200' d SHEET NO. INDEX NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT—OF—WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2 ALL FACILITIES TO BE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED ON PLAN. 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 NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS. OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE CITY ENGINEER. R.C.E. 55102 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR DATE: R.C.E. NO. 44B98 REVIEWED BY: s�` �°`"` ✓3^" •-�''-""—», 11 i 11y J ; TRAFFIC ENGINEER DATE: BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) • Know whaPs below. Call before you dig. ,6 I STOCKDALE T. 30 3, < 2 PMING0o *26 0A �oT7ra fF o w THERN PACFlC RAILROAD VICINITY MAP NO SCALE PROJECT MAP SCALE: 1'=200' d SHEET NO. INDEX NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT—OF—WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2 ALL FACILITIES TO BE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED ON PLAN. 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 NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS. OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE CITY ENGINEER. R.C.E. 55102 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR DATE: R.C.E. NO. 44B98 REVIEWED BY: s�` �°`"` ✓3^" •-�''-""—», 11 i 11y J ; TRAFFIC ENGINEER DATE: BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) • Know whaPs below. Call before you dig. ,6 I LEGEND: ABBREVIATIONS FL FLOWLANE POI POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BOR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE GC BEGIN CURVE PCC PONT OF COMPOIND CURVATURE EC END CURVE M TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PVL PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT AP. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. A) EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER CO.B. STD. T-1. I FURNISH & INSTALL METRO STREET SON PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET UGHT-58M LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 11) _3) FURNISH & INSTALL STREET UGHT-95M LUMEN PER C.O.B. SID. ST -14. - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-19: "M-1" - STOP "S5 -Y - END SCHOOL ZONE 'R6-1' - ONE WAY "W31(CAY - END "R5-1' - DO NOT ENTER *04-1' -DEAD ENO 'R28(CA)' - NO PARKING ANYTIME 'W14-27 - NO OUTLET 'R3 -5R' - RIGHT TURN ONLY .Wry -i - DOUBLE ARROW "R4-7' - KEEP RIGHT 'WI -6" - SINGLE ARROW "R81(CA)' - BIKE LANE "W3-3" - SIGNAL AHEAD "WI -1' - CURVE ARROW STORM DRAIN - REFER TO SEVER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ® CONSTRUCT TYPE "A' CATCH BASIN WITH JS OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER M SEWER & STORM DRAIN PLANS. ®®s TRACT BOUNDARY wxn . x -c UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. LEGEND CONT.) O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 1❑ FACE OF CURB STATION - SEE TABLE NOTE: SECTION DESIGNATION: SEC1101d LiiIER� SHEET WHERE SECIION IS SHOWN 2 NOTES: 1. SEE SEWER AND STORM GRAIN PLANS FOR STORM DRAW PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT M BE 0.20' TYPE "B' A.C. OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED DG TO BE COMPACTED TO 95% RELATIVE DENSITY PER GAS. SID. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A' WIN 3.5' OPENINGS PER CO.B. STD. D-14, UNLESS NOTED OTHERWISE. 77CONSTRUCTION NOTES: RR CONSTRUCT TYPE 'B" CURB & GUTPER CO.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. SID ST -6 O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A F OR G - DETAIL "5" ON SHEET 11. OCONSTRUCT 6" CONCRETE CURB VAIN 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 11. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 11. INSTALL W31(CA) SIGN & TYPE III BARRICADE PATH OM4-3 MARKER AT UNIT O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. ////���� REMOVE AND SALVAGE SIGN VAIN CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "Y ON SHEET 11. 9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 11. 10 CONSTRUCT 5 WADE MEANDERING SIDEWALK PER CO.6. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST -6. 11 CONSTRUCT 12' WIDE CROSS GUTTER PER CITY OF BAKERSFIELD STANDARD ST -9. 12 SAWCUT EXISTING EP. T BACK OR AS DIRECTED BY CITY ENGINEER. 13 CONSTRUCT TYPE 'M" MEDIAN CURB NTH 10" REVEAL PER C.O.B. STD. ST -2. 94 CONSTRUCTS' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. SID ST -5. 15 EXISTING PROTECT IN PLACE 16 EXISTING CURB & GUTTER TO BE REMOVED 17 FURNISH & INSTALL 1 EA. Y AND I EA. 1-1/2' BLANK CONDUIT PIPE 1g FURNISH & INSTALL 2 EA. 1-1/2' BLANK CONDUIT PIPE 19 PAINT 12" WADE BROKENNATE LINE WITH 3' STRIPE PER 3' GAP 20 PAINT 8" VIDE SOLD WHITE LINE 21 PAINT 18" WADE WHITE CONTINUOUS LINES FOR PEDESTRIAN CROSSWALK 22 PAINT 1Y WIDE WHITE CONTINUOUS LINES FOR PEDESTRIAN CROSSWALK OCONSTRUCT ISLAND PASSAGE WAY NTH 2" WIDE DETECTABLE WARNING SURFACE ON 4' CONCRETE WALKWAY. 1 A SPLITTER ISLAND W 2 SCALE 1'=10' MEDIAN CURB TABLE STANDARD NOTES DESCRIPTION ASPHALT CONCRETE PAVING NOTES: 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS P.CC. SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA.. DEPT. OF 356.66 AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN ❑1 TRANSPORTATION STANDARD SPECIFICATIONS. P.R.C. SECTION 39, ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 356.68 357.18 ❑3 PROVISIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART 358.64 357.14 14 OF THESE PLANS: 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 356.63 ST -1 ST -2 ST -3 ST -4 ST -6 ST -7 ST -9 ST -10 5 (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF B.C. ST -11. ST -13. ST -14, ST -19, D-14, D-16, T-1 356.79 SECTION 39-2.02, 'AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE P.C.C. STA26+97.42 C.L, 4.09 RL 356.80 0.20' TYPE '8" ASPHALT CONCRETE OVER 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED P.C.C. 0.45' AGGREGATE BASE (PER NOTE 16) OVER 356.78 ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) B 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER E.G. ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED 356.72 C.O.B. STD. ST -9. 3.98' BY THE CIN ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR &C. STA27+11.61 C.L. 6.38 LT. 356.65 "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES; OF THE STANDARD 9751'33" C12 EC. SPECIFICATIONS. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF j 6500' B.C. BAKERSFIELD SM. DWG. ST -13. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY P.R.C. THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS 356.45 © TO BE INSTALLED PROPOSED FOR USE IN THE WORK, THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY O EXISTING ENGINEER. 5. INSTALL TRAFFIC CONTROL SIGNS 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 CITY ENGINEER'S REVIEW AND APPROVAL INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' A. A UST OF AGGREGATE AND ASPHALT SOURCES. POST TOP PER DETAIL "6" ON SHEET 5. -e- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS ALL OTHER TEST STREETS UNLESS OTHERWISE NOTED, RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. U LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER ♦w vJ DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS Z EACH SEWER LATERAL. a DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS � ' Z yyDD OF SECTION 39-2.02, "AGGREGATE,' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 9. INSTALL ADDITIONAL (1 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME V SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A ♦� AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE tr MINIMUM OF 6" THICK. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW 6, WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING LUW PAVEMENT GRADE. PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE tr CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING OF PAVEMENT. DAYS PRIOR TO CONSTRUCTION, 811. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS OF ASPHALT CONCRETE. HOWEVER ALL OTHER REQUIREMENTS OF SECTION 39-4.01 "SUBGRADE" OF THE WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR STANDARD SPECIFICATIONS SHALL BE MEF. EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, OTHERWISE PERMITTED BY THE CIN ENGINEER. SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. PRIOR TO ISSUANCE OF THE PERMIT. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CIN ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE FOR PUBUC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONSTRUCTION LATEST EDITION. FORM P TO TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED i0 PUBLIC TRAFFIC. KRAFT PAPER, OR AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ACCORDANCE WITH THE CONTRACT PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL GRADED TO OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED A THE CITY TOLERANCES AND COMPACTED TO OF THE % ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT M-1 MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM DD-15557. 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 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. OPERATIONS RESUME, 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL & COMPACTED PER CITY STANDARD DETAIL ST -22. DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER BY THE CITY ENGINEER. THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE HOURS NOTICE. (661) 326-3049. UNTIL THE CONTRACTOR HAS NOTIFIED THE CIN 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 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND (OCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 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 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: WITH PROVISIONS OF SAID PLAN. A A PROPERLY CAUBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 21. LUMINARIES SHALL BE SCUD STATE UGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. MAY BE SUBSTITUTED WITH PARAFFIN. 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL C. IN CASE OF DISPUTE, METHOD 8 ABOVE SHALL BE USED. POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). A "NOTICE OF INTENT" 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE TOLERANCES, IT SMALL BE BROUGHT WITHIN TOLERANCE BY EITHER: STORM WATER ASSOCIATION WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES. 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION B. REMOVAL AND REPLACEMENT, OR ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY C. PLACEMENT OF AN ASPHALT CONCREFE OVERLAY. CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBUC INSPECTION DURING THE METHOD WILL BE SELECTED BY THE CIN ENGINEER, THE CORRECTIVE WORK SHALL BE AT NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (VIVID) NO. THE CONTRACTOR'S EXPENSE. 5F15C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT 23. ANY WORK CONNECTING TO EXISTING PUBUC FACILITIES FROM PRIVATE THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE UMITS OF GRINDING ARE NORMAL TO THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE A STREET PERMIT. (FOR TRACTS WIN PRIVATE STREETS, PARCEL MAPS APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND IMPROVEMENTS. OR PUBLIC TRACTS WITHOUT RECORDED MAPS) THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, 'CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPUED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. 24. INSTALL RAISED BLUE MARKERS IN STREETS AT ALL FIRE HYDRANT LOCATIONS THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY PER FIRE DEPARTMENT REQUIREMENTS. THE CITY ENGINEER. 25. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK'. BASE MATERIAL FOR LOCAL SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 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, 26. ANY ITEMS IN PUBLIC RIGHT -OF WAY THAT ARE DAMAGED OR DO NOT MEET CEMENT TREATMENT BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. AND/OR UPGRADING AS PER CITY ENGINEER. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD 27. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: UGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: 28. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK A WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD THE GRADE ESTABLISHED BY THE ENGINEER. TO PREVENT EROSION ONTO THE SIDEWALK. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED 29. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 MAINTAINED. FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 30. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED OF 95% OF MAXIMUM DRY DENSITY AS 21. NOT USED. DETERMINED BY ASTM D-1557 TO A DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0' TO EACH SIDE OF APPROACH AND CROSS GUTTER. 22. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE 31. MEDIAN HARDSGAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ROADWAY. ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. 32. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. LEGEND: ABBREVIATIONS FL FLOWLANE POI POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BOR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE GC BEGIN CURVE PCC PONT OF COMPOIND CURVATURE EC END CURVE M TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PVL PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT AP. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. A) EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER CO.B. STD. T-1. I FURNISH & INSTALL METRO STREET SON PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET UGHT-58M LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 11) _3) FURNISH & INSTALL STREET UGHT-95M LUMEN PER C.O.B. SID. ST -14. - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-19: "M-1" - STOP "S5 -Y - END SCHOOL ZONE 'R6-1' - ONE WAY "W31(CAY - END "R5-1' - DO NOT ENTER *04-1' -DEAD ENO 'R28(CA)' - NO PARKING ANYTIME 'W14-27 - NO OUTLET 'R3 -5R' - RIGHT TURN ONLY .Wry -i - DOUBLE ARROW "R4-7' - KEEP RIGHT 'WI -6" - SINGLE ARROW "R81(CA)' - BIKE LANE "W3-3" - SIGNAL AHEAD "WI -1' - CURVE ARROW STORM DRAIN - REFER TO SEVER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ® CONSTRUCT TYPE "A' CATCH BASIN WITH JS OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER M SEWER & STORM DRAIN PLANS. ®®s TRACT BOUNDARY wxn . x -c UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. LEGEND CONT.) O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 1❑ FACE OF CURB STATION - SEE TABLE NOTE: SECTION DESIGNATION: SEC1101d LiiIER� SHEET WHERE SECIION IS SHOWN 2 NOTES: 1. SEE SEWER AND STORM GRAIN PLANS FOR STORM DRAW PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT M BE 0.20' TYPE "B' A.C. OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED DG TO BE COMPACTED TO 95% RELATIVE DENSITY PER GAS. SID. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A' WIN 3.5' OPENINGS PER CO.B. STD. D-14, UNLESS NOTED OTHERWISE. 77CONSTRUCTION NOTES: RR CONSTRUCT TYPE 'B" CURB & GUTPER CO.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. SID ST -6 O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A F OR G - DETAIL "5" ON SHEET 11. OCONSTRUCT 6" CONCRETE CURB VAIN 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 11. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 11. INSTALL W31(CA) SIGN & TYPE III BARRICADE PATH OM4-3 MARKER AT UNIT O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. ////���� REMOVE AND SALVAGE SIGN VAIN CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "Y ON SHEET 11. 9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 11. 10 CONSTRUCT 5 WADE MEANDERING SIDEWALK PER CO.6. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST -6. 11 CONSTRUCT 12' WIDE CROSS GUTTER PER CITY OF BAKERSFIELD STANDARD ST -9. 12 SAWCUT EXISTING EP. T BACK OR AS DIRECTED BY CITY ENGINEER. 13 CONSTRUCT TYPE 'M" MEDIAN CURB NTH 10" REVEAL PER C.O.B. STD. ST -2. 94 CONSTRUCTS' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. SID ST -5. 15 EXISTING PROTECT IN PLACE 16 EXISTING CURB & GUTTER TO BE REMOVED 17 FURNISH & INSTALL 1 EA. Y AND I EA. 1-1/2' BLANK CONDUIT PIPE 1g FURNISH & INSTALL 2 EA. 1-1/2' BLANK CONDUIT PIPE 19 PAINT 12" WADE BROKENNATE LINE WITH 3' STRIPE PER 3' GAP 20 PAINT 8" VIDE SOLD WHITE LINE 21 PAINT 18" WADE WHITE CONTINUOUS LINES FOR PEDESTRIAN CROSSWALK 22 PAINT 1Y WIDE WHITE CONTINUOUS LINES FOR PEDESTRIAN CROSSWALK OCONSTRUCT ISLAND PASSAGE WAY NTH 2" WIDE DETECTABLE WARNING SURFACE ON 4' CONCRETE WALKWAY. 1 A SPLITTER ISLAND W 2 SCALE 1'=10' MEDIAN CURB TABLE REF. NO. DESCRIPTION CL STATION & OFFSET T.P. ELEV. TOC ELEV. 1 65.00' P.CC. STA.26+87.09 C.L, 5.00 LL 356.66 357.16 ❑1 39.79' P.R.C. STA26+88.08 C.L, 3.86 LT. 356.68 357.18 ❑3 0.95' P.R.C. STA.26+87.33 C.L, 4.05 RT. 358.64 357.14 14 88'38'48" P.KC, STA.26+86.32 C.L, 5.00 RT. 356.63 357.13 5 C6 B.C. STA.26+96.37 C.L, 5.12 RT 356.79 357.29 © 3.00' P.C.C. STA26+97.42 C.L, 4.09 RL 356.80 357.30 ❑7 1.34' P.C.C. STA26+98.12 CL, 4.14 LT. 356.78 357.28 B 4.13' E.G. STA26+99.01 C.L. 5.00 LT. 356.72 357.22 3.98' 447'53' &C. STA27+11.61 C.L. 6.38 LT. 356.65 357.15 9751'33" C12 EC. STA.27+14.93 C.L, 3.72 LT. 356.60 357.10 j 6500' B.C. STA.27+16.13 C.L, 7.10 RL 356.39 356.89 P.R.C. STA.27+14.81 C.L, 8.10 RT. 356.45 356.95 SCALE: 1" = 20' 20' 10' 0' 20' 40' ■ A CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 65.00' 1.16' 0.58' 1'01'06" C2 40.00' 39.79' 21.72' 57'OOb7' C3 1.00 1.52' 0.95' 86'51'02" C4 1A0 1.55' 0.98' 88'38'48" C5 1.00' 1.91' 1.41' 109'2929' C6 60.00' 16.55' 1 &33' 15'48'21" C7 3.00' 4.77' 3.05' 91'01'10" CB 1.00' 1.34' 0.80' 77'02'05" C9 85.00' 8.26' 4.13' 534'02" CIO 95.00' 7.96' 3.98' 447'53' C11 TOO 1.71' 1.15' 9751'33" C12 60.00' 44.49' 23.32' 1 42'29'12" C13 6500' 5.08' 2.54' 1 4'2835" 01 Know what's below. Call before you dig. 1,I -?35(( Ph I k, - CITY RECORDS NO: f� m v/ N g= Vw ■`O ■ ZT O n V a w M M M T Z � I H w U M ED x 3 d W co > a a � _ EEmTT m g \\- � U 4 !S/OWN H z 0 a U ♦w vJ Z baa a � ' Z yyDD C{y o ed V ♦� tr ,K4 0 0 LUW a> tr S� X 3 N LL0 BIXSHIRE DRIVE II % % n n n II 'z = SEE SHEET 9 ��' P R r MATCH EXISTING C&G f 1/ STA. 27+5544..03 F L STA. 27+j UL � I/ ui ItSTA. I� ZS % LL v LL v LL v I.: <31. ti w c3 LL m,� M l STA. 27+48.96 F.L. 1 4ti i JJo� aydfa�� J I gW $ n % o(� om oo&o "ry gn g• . LT.6 I U is r� +. n mN M Ud qm C 25.E 1 ci u� t4 1 % r d ad o3 N.i �T ++97.94 y C2 1 TSTA. m Icy 0r4 m >1 Wi � O JJ II. G-` Lj �_ UILL W 44 O < NtMV N NN NN NNUNN NN OCG CI9 _ G qf! 1 / �� I �n .am z JIro 1$ux •.,Jq vi vi iiJ $$m� 5 I p $ $ m N JJ ,Jti r-�,-.-til- m1*.- TRACT BOUNDARY rt i _ ff p min malas u1* l.imSn 'Rii Gi nnwli S"n Rn 19 ,� w 17 mM' N 1 Yl O$ 470 ,�. C)1i 4 4 nn ' u� {� ;qy'pi J� UILL f w 11 m� $ $ro W, cr3 �im4Th n++ 4 II 3 m �J ci l: till STA 26+ 81 CL. -'� 1- 28+1 m hmy Nfy ++Uc3 m C + g; mmmfo C18 $r 1 I�dd NtV, d -jJ o NN t IU U m LL r .- aw 1 ,.: I �j �. u tiLLLL rvM fr �m oo:'T•II'/-T.«I+I--- 2 35 _ W N:.: P.L Fd yLL I -F %} K i^ F- O W NV1N 1i \ ^ O .- $ mm .y NN NN NN iT L•' `.. • fi NN OS m'mml7 (CUWm+I U<d Py m�/f20 o Cif ^ -3 �q0 +'+ MM N� (J ( 371 \. 2 Vlq IQ O �4: I NN MM ONN <Q UFI-dgYl Vl� O �' 38 I. 6 qy 4 ♦ +I 1 Rio - y r ai I: m m y i ti�nw m u~i m C 1 4 25}� /3 1 K.-. 4 2 el d++ ' } � PRN 100175 C24m�x - 1 PL 18 - _-� u' 8 2A'1'00T 18 33 � � SE SHEET 21 a¢ 1 �. - 4 s - b - - _. C4 CI3 C74 d' � t t4 � � i S> $ a n ♦FOR NLSII ffi� _ i � ; P•L 4 _ - - _ _ - ---__ 21+00 ' S•:. - - _ _ _ _ _ s 1 m C75 N I N ii w _ C9 C10 - �K r . vi J ♦ � a x ; f a JJI' Cop vN 1yn�.X ci' wI %i/ - -_s 22+00 15- C13 In an Y�tl �Zn .g-^ ).o li,t'++ .N O M R�IOi $ 0 C - ,`� u U N Dfi _ G12 9 NaL°�7'��9 NA N NA p C' .Cq NN J 1 1 Vi}iN-- �J 4 33 +' B/ AT NN } (+ j Tf .++ 134 1 2 5 i ,'I'm ;. % .. ' 'CIT 7� % 9"�yp;• NN a -1� .pN. 'w N dai vl mN i� d mm'- (iJ Jwluoi N$' ki M g of . 0 Oo NaV IC O L_ 4i P U F % 11 ♦ km #.� tN 01 O d� U4Q MV �I NVl 1 i�ir}'n �� 1 1 0 1 ci Ci � .VJ c3 f_ 4 x --- �•: ® �' h �y . U I $ 0' Ci ,y y p ,per q0 ( A II M 1 p4��yy W JJO O+i 5 1-: K R H(7 '. aIm^Wm QObQ j< nn O$Loi `u)vOi 49J 44� 34 I N li 0'1 $ I VO d.� Np 1;+ m N 4J $ y.. 4^v ^ "i I ci I I O+ �yILL YA 35 _+ ^ N JJ oo Np .^i `f S'A �' m $, A qM 'tl v 1- $$ d o �: � S I o o "' rn.-, uo p � N / $ �� d c1* + q N � viy� L, N O F +ii jjjGG�{((�� n,rJ f� M O N o p 1 BB NN�MV ^00+1' Ll �N 36 O,q I� 37 m� U4� U-. o�l` JJ Uli C$li O� it `N W $ Q A u / P ." ,1 IM m 11- O N + 0Nm IrJp Np Om }}..`yy° ♦mt .p $ $ '% n 1 a NNN I d++ P< Oa0 r n'f O M4 .nM My p A J BIXSHIRE DRIVE °'"+•� I" 8 /��I SEE SHEET 9 ' mint' 1 c?laQ o 1 NN�fi I "'N KFGQIQ mwu~Qi ° x w�® �w ."""w• ..a i � � w w � w ® s o i�� •I� •�,.i In }.i W �FFj �+c3FF nvly �iH 362 360 358 356 354 352 350 348 346 344 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 STA. 17+63.00 C.L. TO 26+82.61 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL FOC TABLE - PEMBERLEY PASSAGE AVENUE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. �1 UNIT BOUNDARY STA.17+63.00 CA-, 18.00 LT. STA. 17+66.25 F.O.C. 349.32 12 B.C. STA.I8+OD.72 C.L, 18.00 LT. STA. 18+03.97 F.O.C. 349.22 03 P.R.C. STA.18+07.86 C.L, 15.00 LT. STA 18+11.92 FAC. 349.14 ® P.R.C. STA.19+3&14 C.L, 15.00 LL STA 19+43.83 F.O.C. 349.27 �5 E.C. STA19+45.28 C.L, 18.00 LT. STA. 19+51.78 F.O.C. 349.44 © 312.W E.C. STA21+80.89 C.L, 18.00 LT. STA. 21+87.39 F.O.C. 351.47 ❑7 P.R.C. STA22+89.02 C.L., MOO LT. STA. 22+89.03 F.O.C. 35236 © P.R.C. STA22+96.31 C.L. 15.02 LT. STA. 22+96.85 F.O.C. 352.48 ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN A POINT OF INTERSECTION UNIT BOUNDARY STA.17+63.00 C.L, MOO RL STA. 17+67.88 F.O.C. 349.32 10 B.C. STA.18+W.72 C.L, MOO RL STA, 18+05.59 F.O.C. 349.22 11 P.R.C. STA.18+07.66 C.L, 15.00 RT. STA. 16+13.55 F.O.C. 349.14 12 P.R.C. STA19+4214 C.L., 15.00 RL STA 19+49.45 F.O.C. 349.32 13 E.C. STA.19+49.28 C.L., 18.0 RT STA 19+57.41 F.O.C. 349.48 14 B.C. STA.21+80.89 C.L, 18.00 RT. STA. 21+89.02 F.O.C. 351.55 15 P.C.C. STA22+89.35 C.L. MOO RT. STA 23+03.98 F.O.C. 35259 16 PRC. STA22+98.35 C.L, 14.98 RT. STA. 23+1204 F.0.C. 35268 362 360 358 356 354 352 350 348 346 344 27+00 28+00 362 iF- - ----- j - -- - -� I - 362 I I I 360 360 ItI 4 m I i 358358 --m m - $jS + 0 t -T 1 S. -O.! I%PPPROk EG M j dG356356m EX. R E / - 354� T^I +' II - 1 j -mq �II'I I ' 354 - - I-- m I rt P�aPosm SOUTH 352 lSi 352 21 MACH EG 350 IN 350 sa N N oWUME I,I I. S< 0.27 0 • +0. i ., ! I ' 348 - s - z �� a �_. -_ - - ---• - --- -- - -- 1 --' =-- - t 6 - -L--- { 348 Aµ S-0.25%, y>w_ __w �> ___.I. . _.--_____.__- 1 R 1 50.5916 I 1 1 i I > I l `�` _... J 1___ .__._.__ ___ _____ _-_ _.__ ___ 346 - - -� - -- - - - - - _-� - IL --- 346 I -L l -__-- _---�.-_ _'_- J_. I i I Sad : -- � --- - I - -'L - -J 344 27+00 28+00 PRIVATE GATE ENTRY PER SEPARATE PLAN 22 23 24 25 20 21 2yV00�� 26 19 18 13 32 CURVE TABLE 17+00 18+00 19+00 20+00 21+00 22+00 DELTA 23+00 24+00 25+00 26+00 7.95' 4.21' 45'34'23" C2 STA. 17+63.00 C.L. TO 26+82.61 C.L. 39.27' 25.00' SMOG* C3 10.00' 7.95' SCALE: 1" = 40' HORIZONTAL 4534'23" C4 LEGEND: 101.64' LEGEND CONT.): LEGEND CONTJ: 1" = 4' VERTICAL CONSTRUCTION NOTES: 54.93' FL ABBREVIATIONS ROWUNE POVC PONT ON VERTICAL CURVE 312.W FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Yt1_I" - STOP O CURVE NUMBER FOR CURVE DESORPTION 21'35'50" CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. SM 5T-1 16 EXISTING CURB & CUTTER TO BE REMOVED M CENTERLINE BVC BEGIN VERTICAL CURVE 20'4251" "R6-1" - ONE WAY "S5` -Y - END SCHOOL ZONE _W31(CAr - END ® ITEM OF WORK -SEE SCHEDULE 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.0.8. STD ST' -6 17 FURNISH & INSTALL 1 EA. 2" AND 1 EA 1-1/2" BLANK CONDUIT PIPE ELEV BCR ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN A POINT OF INTERSECTION 7.82' R5-1" - DO NOT ENTER "R25(V_ NO PARKING ANYTIME ,0014-Y - DEAD END Q FACE OF CURB STATION TABLE 3O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 7.98' 4.22' 45'4557" C11 'R3- RIGHT RNN ONLY 0014-7 - NO OUTLET -SEE 4.28' 4698.33" /' 108 FURNISH &INSTALL 2 EA 1-1/T BLANK CONDUIT PIPE. ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE BEGIN CURVE 4.IW "R4 -i - KEEP ROT "WI -7" - DOUBLE ARROW NOTE ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED "S" 9.66' BC EC PCC PONT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 5.00' 9t81(CA)" - BIKE LANE •WI -6• - SINGLE ARROW INANITY 180'00'00 STANDARD PLAN R.S.P. ARBA -CASE A, F OR G - DETAIL ON SHEET 11. 19 EXISTING TO BE RELOCATED 337 1.67 3652'12" 'W3 -Y - SIGNAL AHEAD "001-1" - CURVE ARROW j 47900 j 98.65' PARKING AREA - S CONSTRUCTION NOTE 6. O CONSTRUCT 6" CONCRETE CURB NTH 12" TOTAL CURB HEIGHT 49900' PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT 1059'29" C18 505.00 ED 417.98' 1104'47" AND 6 REVEAL PER DETAIL "1" ON SHEET 11. 52900' 112.91' OF VERTICAL CURVE FC FINISH CONCRETE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 500.00' 192.37' 97.39' © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 11. 40,00' P.O.C. PONT ON CURVE FC FINISHED CONCRETE 57W'O7' C22 60.00' 44.49' 23.32' 422912' PA PROPERTY LINE R/W RIGHT-OF-WAY 908' STORM DRAIN MANHOLE - 4'20'35" C24 INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT 1.16' E.P. EDGE OF PAVEMENT A.P. ANGLE PONT ® REFER 70 SEWER &STORM DRAIN PLANS SECTION DF_SGNATIW: O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME F.O.C. FACE OF CURB C/G CURB AND GUTTER "A" SECTION GSR ���///�����-��1\\\ ®CONSTRUCT REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE "Y P.A.F.L PARKING AREA FLOW LINE CONSTRUCT TYPE CATCH BASIN WITH 3S' OPENING PER TYPICAL STREET CORNER -SEE DETAIL ON SHEET 11. Q FURNISH & INSTALL SURVEY MONUMENT PER C.08. 570. 57-13. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE k- -- _ -- O9 CONSTRUCT TYPICAL STREET BULGE -SEE DETAIL "3" ON SHEET 11. `asp EXISTING SURVEY MONUMENT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 2 SHEET WHERE 9:C110N IS 9gNN 10 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK C.O.B. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE SPECIFICATIONS ON PROPOSED STM. ST -6. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1.t1 NOTES CONSTRUCT 17 WIDE CROSS GUTTER PER CITY OF BAKERSFIELD s SEWER - REFER TO SEWER & STORM DRAIN PLANS STANDARD ST -9. 1... FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. i-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN iZ SAWCUT EXISTING EP. 7 BACK OR AS DIRECTED BY CITY T PLANS AND DETAILS ENGINEER. FURNISH & INSTALL STREET UGIT -5800 LUMEN PER CAR ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT M BE 0.20' TYPE "B" A.C. 13 O CONSTRUCT TYPE 'M' MEDIAN CURB WITH 10" REVEAL PER STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 11) OVER 0.45 AGGREGATE BAS: OVER 0.50' COMPACTED O.G. TO C.O.B. STD. ST -2 _ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER s r. TRACT BOUNDARY BE COMPACTED TO 95% RELARVE DENSITY PER C.0.& STD. ST -9. "A" 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -5. C.O.B. STD. ST -14. 3. ALL CATCH BASINS TO BE TYPE NTH 3.5' OPENINGS EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS UNIT BOUNDARY PER C.O.B. STD. D-14. UNLESS NOTED OTHERWISE. 15 EXISTING PROTECT N PLACE 27+00 28+00 PRIVATE GATE ENTRY PER SEPARATE PLAN 22 23 24 25 20 21 2yV00�� 26 19 18 13 32 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 10.00' 7.95' 4.21' 45'34'23" C2 25.00' 39.27' 25.00' SMOG* C3 10.00' 7.95' 4.20' 4534'23" C4 28200' 101.64' 51.35 2039'04" C5 288L00' 108.56' 54.93' 21'35'50" C6 312.W 117.61' 59.57' 21'35'50" C7 31&00' 114.97 5&12' 20'4251" CS 300.00' 113.8' 57.27 21'35'50" C9 MOD 7.82' 4.12' 44.47'11* CIO 10.00' 7.98' 4.22' 45'4557" C11 10.00 &08' 4.28' 4698.33" C12 10.00' 7.93' 4.IW 4525'34" C13 25.00 1&44' 9.66' 4296'07" C14 5.00' 15.71' INANITY 180'00'00 C15 5.00' 337 1.67 3652'12" C16 j 47900 j 98.65' j 49.50' 11'5559" C17 49900' 94.96' 47.63' 1059'29" C18 505.00 97.65 417.98' 1104'47" CIS 52900' 112.91' 56.67' 1219'22" C20 500.00' 192.37' 97.39' 22'0238" C21 40,00' 39,79' 21.72' 57W'O7' C22 60.00' 44.49' 23.32' 422912' C23 65.00' 908' 2S4' 4'20'35" C24 65.00' 1.16' 0.58' 1'01'06" MEDIAN CURB TABLE NO. DESCRIPTION CL STATION & OFFSET T.P. ELEV. TOC ELEV. 17 B.C. g 353.29 353.79 18 E.C. STA23+5210 C.L, 5.00 LT. 353.07 353.57 19 B.C. B C STA23+64.10 C.L..00 LT. V� 353.70 20 P.R.C. MEDIAN CURB TABLE NO. DESCRIPTION CL STATION & OFFSET T.P. ELEV. TOC ELEV. 17 B.C. STA.23+52.10 C.L, 5.00 RT. 353.29 353.79 18 E.C. STA23+5210 C.L, 5.00 LT. 353.07 353.57 19 B.C. B C STA23+64.10 C.L..00 LT. 353.20 353.70 20 P.R.C. STA23+67.10 C.L, 6.00 LT. 353.21 353.71 21 EC. STA23+70.10 C.L, 7.00 LT. 353.22 353.72 22 B.C. STA.23+90.10 C.L. 7.00 LT. 35a43 353.93 23 P.R.C. I STA.23+93.10 C.L. 6.00 LT. 353.48 353.98 24 E.C. STA.23+96.10 C.L. 5.00 LT. 353.53 354.03 25 B.C. STA.24+01.10 C.L, 5.00 LL 353.59 354.09 26 E.C. STA.24+01.10 CL, 5.00 RT. 353.83 354.33 27 B.C. I STA23+54.10 C.L, 5.00 RT. 353.42 353.92 28 1 P.R.C. I STA23+67.10 C.L. 6.00 RT. 353.44 353.94 29 E.C. I STA23+70.10 C.L. 7.00 RT. 353.45 353.95 30 1 B.C. STA23+90.10 C.L, 7.00 RT. 353.67 354.17 31 1 P.R.C. STA.23+93.10 C.L., 6.00 RT 35373 354.23 El E.C. STA.23+96.10 CL. 900 RT 353.78 354.28 33 B.C. STA.24+41.10 C.L, 5.00 RT 354.28 354.78 34 EC. STA.24+41.10 C.L. 5.00 LT. 354.01 1 354.51 35 B.C. STA.25+90.40 CL, 5.00 LT. 355.59 356.09 ®P.C.C./MATCH SHEET 2 STA.26+87.09 C.L, 5.00 LT. 356.66 357.16 37 P.RSC1EET/MATTC H STA26+86.32 C.L, 5.00 RT. 356.63 357.13 ® EC. STA25+90.40 C.L, 5.00 RT. 35594 356.44 30 31 �� m 13 ~~ � 29 -PRIVATE GALE ENTRY PER Z SEPARAIE PLAN Q 17 N ii 5-4 z °OI 0 rFMEDIAN � CSS v SCALE: 1" = 40' L, Know What's below. 40' 20' 0• 40' 50' Call before dig. co o rWF7 0 O V � F F � � W 11v'7�5wj LU $ CITY RECORDS NO: 2 ca ti R 30 31 �� m 13 � 29 -PRIVATE GALE ENTRY PER S 27 26 SEPARAIE PLAN 17 • `j PEMBERLEY PASSAGE AVENLIE rFMEDIAN 3 SCALE 1---20' SCALE: 1" = 40' L, Know What's below. 40' 20' 0• 40' 50' Call before dig. you M � F 1'i,!=?- 11v'7�5wj $ CITY RECORDS NO: 362 360 358 356 354 352 350 348 346 344 14+00 BIXSHIRE DRIVE RISBOROUGH COURT SEE SHEET 9 SEE SHEET 10 32 I T I II 8 II 8�QiSm8 O8 mN-%t<t<: o. m aI R�M III r ♦p Y� 7 CQ IR- 1 p 3 C3 21 0.�cN,o,II. 'J LL oP89 JJ 1cVu o1 4 I 1OOo�m,d' ,Jro 1I1l y++NZOMY III �E�'�N3otia O lii` NW VLL OI ob.2- +++ N W) W OOmVSS' 4 g Mgt 'S 2; ��0�ffUa ++i ern mi U FQ-rQ K 1 QQ �' pSR ++ II' a ci 8 "<Q w morin ti�r'_I h .-dd m mmm f aimm �' I Win in jdd •o,S minor ti ddd I N NI vii rn rn ®v�iy 'amm =&� y C 4 5 W i^�' 2 .a-. m inwm d1 PLL d W d 3 yN 1 2 6 7 6 5+ 00 3 1 H6+00- 3 _ _ r T7+ 6 D118+00' -g 7 900 _ SB9'242iE 490.00i-_ c. 6 o-21+OD -_ 72 0 1 _ -IF S89'24'2TE 110.00° - 560'24°2TE 17000 s 5 S -I_ r _ - 1 - + - - - - - -{- - .15.- ro q I p 3 18 t o P.L n I n Uo n o 2 IKJ d 2 ti ♦ N I ILL o P.L. o ♦ 1 R 8'.� n N I`N s o 0 31 4 4V I1 37 pomjYsIU«A LL!)d': < y\awJdh $nwCOVJ1ni$nLL Iimmin + � m< 81-I WDI Io- •Y+�Jr ^ Im I;bd omrom NII d 1 Uli m IIIO1 I'IiiXHi I�(I8d W< LL m 2�",�:: 1 $ JJO25u 7 0�881d 13 ctLL da8o d OOz$mfiN JJo Ojdg o J i LL To ++ + m� Q m f ^�11NUN ^lrn2��ti $mm - 22 IIf N- i11fI,I, Iw tirny f 0 wm in I I I w < Q om rnm i II BIXSHIRE DRIVE RISBOROUI GH COURT SEE SHEET 9 BROMSHIRE STREET SEE SHEET 10 (PRIVATE STREET) STA. 14+80.00 C.L. TO 22+02.00 C.L. SCALE: 1" = 40' HORIZONTAL 362 360 358 356 354 352 350 348 346 344 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 STA. 14+80.00 C.L. TO 22+02.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 362 360 358 356 354 352 350 348 346 344 22+50 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 STA. 14+80.00 C.L. TO 22+02.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 362 360 358 356 354 352 350 348 346 344 22+50 14 FOC TABLE - BROWSHIRE STREET N0. )ESCRIPTIM CL STATION & OFFSET II TOC ELEV. ❑1 UNIT BOUNDARY STA. 14+80.00 C.L, 18.00LT. 12 350.31 2 B.C. STA, 15+17.72 C.L. 1800LT. STA. 15+20.97 F.O.C. LLsJ 3 P.R.C. STA. 15+24.86 C.L, 15.00LT. STA. 15+28.92 F.O.C. 350.14 4 P.R.C. STA. 16+55.14 C.L., 15.00LT. STA. 16+60.83 F.O.C. 350.14 5 EC U STA. 16+68.78 F.O.C. 350.22 ©UNIT BOUNDARY STA 17+00.00 C.L. 18.DDLT. STA. 17+06.50 F.O.C. c3�on 7❑ B.C. STA. 18+73.22 C.L, 1&OOLT, pN+ryry+ 350.74 8 P.R.C. (�NN STA. 18+87.67 F.O.C. 350.70 9 P.R.C. STA. 19+09.64 C.L. 1SOOLT. STA 19+1&58 F.O.C. 350.77 10 E.C. STA. 19+16.78 C.L. MOOLT. STA. 19+26.53 F.O.C. NN Ell B.C. STA. 21+23.72 C.L, 1&OOLT. 13 351.37. 12 1 P.R.C. STA. 21+30.86 C.L, 15.ODLT. 362 360 358 356 354 352 350 348 346 344 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 STA. 14+80.00 C.L. TO 22+02.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 362 360 358 356 354 352 350 348 346 344 22+50 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 STA. 14+80.00 C.L. TO 22+02.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 362 360 358 356 354 352 350 348 346 344 22+50 14 FOC TABLE - BROWSHIRE STREET N0. )ESCRIPTIM CL STATION & OFFSET FOC STATION TOC ELEV. ❑1 UNIT BOUNDARY STA. 14+80.00 C.L, 18.00LT. STA. 14+83.25 F.O.C. 350.31 2 B.C. STA, 15+17.72 C.L. 1800LT. STA. 15+20.97 F.O.C. 350.22 3 P.R.C. STA. 15+24.86 C.L, 15.00LT. STA. 15+28.92 F.O.C. 350.14 4 P.R.C. STA. 16+55.14 C.L., 15.00LT. STA. 16+60.83 F.O.C. 350.14 5 EC STA. 16+62.28 C.L, 18.DDLT. STA. 16+68.78 F.O.C. 350.22 ©UNIT BOUNDARY STA 17+00.00 C.L. 18.DDLT. STA. 17+06.50 F.O.C. 350.31 7❑ B.C. STA. 18+73.22 C.L, 1&OOLT, SFA. 18+79.72 F.O.C. 350.74 8 P.R.C. STA. 18+80.36 C.L, 150017. STA. 18+87.67 F.O.C. 350.70 9 P.R.C. STA. 19+09.64 C.L. 1SOOLT. STA 19+1&58 F.O.C. 350.77 10 E.C. STA. 19+16.78 C.L. MOOLT. STA. 19+26.53 F.O.C. 350.85 Ell B.C. STA. 21+23.72 C.L, 1&OOLT. STA. 21+33.47 F.O.C. 351.37. 12 1 P.R.C. STA. 21+30.86 C.L, 15.ODLT. STA. 21+41.42 F.O.C. 351.33 ❑13 UNIT BOUNDARY STA. 14+80.00 C.L. 18.00RT. I STA. 14+8325 F.D.G. 350.31 14 B.C. STA. 15+17.72 C.L, 18.0ORT. STA. 15+20.97 FOC. 350.21 15 P.R.C. STA. 15+24.86 C.L, 1SOGRT. STA. 15+28.92 F.O.C. 35014 16 P.R.C. STA. 16+55.14 C.L, 15.00T. STA. 16+60.83 F.O.C. 350.14 17 E.C. STA. 16+6228 CA., 1&OORT. STA, 16+68.78 F.D.G. 35021 18 UNIT BOUNDARY STA 17+00.00 C.L. i8.00RT. STA. 17+06.50 F.O.C. 350.31 19 B.C. STA. 18+73.22 C.L, I&ODRT. STA. 18+79.72 FOC. 350.74 20 P.R.C. STA. 18+80.36 C.L. I&ODRT. STA. 18+87.67 F.O.C. 350.70 21 P.R.0 STA. 19+09.64 C.L, 15.00RT. STA. 19+18.58 F.O.C. 350.77 22 EC. STA. 19+16.78 C.L, 18.00RT. STA. 19+26.53 FAC, 350.85 23 B.C. STA. 21+23.72 C.L, 1&OORT. STA. 21+33.47 F.O.C. 351.37 24 I P.R.C. STA. 21+30.86 C.L, 15.00RT. STA. 21+41.42 F.O.C. 351.32 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 10.00' 7.95' 4.20' 45'3423" M 1 25.00' 1 39.2Y I 25.00 90'00'00" I EGELID• ABBREWATONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ETEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC 13EGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVD POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE QQ FOtNIS14 & INSTALL SURVEY MONUMENT PER 1109. SM. ST -13. (*i EXISTING SURVEY MONUMENT FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. I FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ..p-_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 11) E_ FURNISH & INSTALL STREET UGHT-9500 LUMEN PER CO.B. STI). ST -IC .: EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LEGEND (CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'RI -1' STOP 'S5-2" - END SCHOOL ZONE `R6 -I'- ONE WAY "W31(CA)" - END 'R5 -i' - DO NOT ENTER 1W4-1• -DEAD END 'R2Fi(CA' - NO PAROWG ANY11ME "W14-2" - DE REND 'R3- -RIGHT TURN ONLY ET "WI -7' - DOUBLE ARROW "R4-7' - KEEPRIGHT 'WI 6' - SINGLE ARROW 'RB1(CA)' - BIKE LANE 'W3-3' - SIGNAL AHEAD 'WI -1" CURVE ARROW STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM BRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5 OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ®� TRACT BOUNDARY 4 UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. LEGEND (CONT.): Oi CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE Q FACE OF CURB STATION - SEE TABLE NOTE SECTION DESIGNATION: SEC" 73A� sIEEr sEDTwN Is sM 1. SEE SEWER AND STORM DRAW PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 958 RELATIVE DENSITY PER CAB. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A' W1111 3.5' OPENINGS PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE CONSTRUCTION NOTES: CONSTRUCT TYPE "8" CURB & GUTTER PER G.O.B. STD ST -1 Z CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 t� INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.SP. ABSA-CASE A, F OR G - DETAIL "5" ON SHEET 11. OCONSTRUCT 6' CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL '1' ON SHEET 11. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 11. INSTALL W31(CA) SIGN & TYPE 91 BARRICADE WTH OM4-3 MARKER AT UNIT O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE 8 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 11. 9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3' ON SHEET 11. iD CONSTRUCT 5 WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED SID. ST -6. it CONSTRUCT 12' WIDE GROSS GUTTER PER CITY OF BAKERSFIELD STANDARD ST -9. 12 SAWCUT EXISTING EP. 2' BACK OR AS DIRECTED BY CITY ENGINEER. 13 CONSTRUCT TYPE 'M' MEDIAN CURB WITH 10" REVEAL PER 0.0.8. SID. ST -2 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER CAB. SID ST -5. 1S EXISTING PROTECT IN PLACE 16 EXISTING CURB & GUTTER TO BE REMOVED 17 FURNISH & INSTALL 1 EA. 2" AND 1 EA. 1-1/2" BLANK CONDUIT PIPE. 18 FURNISH & INSTALL 2 EA. 1-1/2" BLANK CONDUIT PIPE • Know whars below. CBII before you dig. SCALE: 1" = 40' 40' 20' O' ,A m 40' 80' O V_ Z= U • Know whars below. CBII before you dig. ,A m O V_ Z= U i� V a I;E rn M rn M r W M� 0 Q N O B Q J I W V M w co O N N m w � Y m � o � b 1 �� tt P xi �S7O�l 0 z 0 m a U �H Z Q N a $ < z 1M Q � ' V i 7 p 0 '0 W CC ccJ a G 360 358 356 354 352 350 348 346 344 8+50 14 I u I L- GILFORD STREET SEE SHEET 8 __ - n---S89'24'2iE 186.00'_ D _ _ - i REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 5 BIXSHIRE DRIVE 80.00' I u I L- GILFORD STREET SEE SHEET 8 __ - n---S89'24'2iE 186.00'_ D _ _ - i REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. BIXSHIRE DRIVE 80.00' B.C. STA. 9+23.88 C.L, 19.00 LT. STA. 8+91.52 F.O.C. 350.11 P. P.R.C. STA. 10+45.26 C.L, 20.21 LT. STA 10+45.00 F.O.C. 349.76 n It _ SEE SHEET 9 349.72 S a rc Tn $ P.Lfit STA. 11+13.72 C.L. 1&00 LL STA. 11+13.71 F.O.C. 349.58 QS B STA. 11+20.86 C.L, 1500 LT STA. 11+21.67 F.O.C. I I P.R.C. STA, 12+51.14 C." 15.00 L7. i 349.52 43.00' �7 EG STA 12+58.28 C.L. 18.OD LT. PARK�LL4p 349.61 © B.C. STA 13+80.17 C.L, 18.00 LT. STA 13+83.42 F.O.C. 350.03 NSI STA. 13+92.78 C.L., 20.21 LT. STA, 13+96.29 F.O.C. 350.09 10 EC. STA. 15+14.16 C.L. 19.00 LT. STA. 15+49.76 F.O.C. 350.58 11 P.R.C. STA. 10+2214 GL, 1500 RL STA. 10+22.95 F.O.C. 349.75 3. E.C. STA. 10+29.28 C.L, 18.00 RT. STA. 10+30.91 F.O.C. 349.79 13 3 � B.C. STA. 14+0275 C.L, 1&OU RL i`-'6 z '^":y.'+y,{ P.R.C. U��3000 STA. 14+12.33 F.O.C. 350.12 15 B.V.C. STA, i1+61.00 C.L„ 18.OQ RL STA. i7+61.00 F.O.C. 349.46 16 ONVI U !•^-Eyj STA. 12+11.00 GL. 18.00 RT. STA. 12+11.00 F.O.C. 349.49 4to ES \ U FFF ti ��ao lSYO� mm(n ny it UPPER PARKSHIRE STREET ° u STA. 9+44.00 C.L. TO 14+94.04 C.L. SCALE: 1" = 40' HORIZONTAL 0 u � J- u 4�1 1 I rc `LLJ 30 0 'j,, V11 v1 $2 _ �IM -fN O, VIW of CJ OI M J N f, IN -IJ 0'. ..e `m°`a$ "I "'i 0LL I-- IED a J (/• d'FF ,p+ r^ J1�1� O Y. UW� Ip �N NI pp �UUIo 00 O W N og O H 5 40 C? Q OO n 00 CFJOO.a �� NN a �e� PL Lo 1� �= fN rc tits, wyh al ti d<d t rlv-.. �� a I wi-ii,n m I u I L- GILFORD STREET SEE SHEET 8 __ - n---S89'24'2iE 186.00'_ D _ _ - i 27 WHITAKER STREET SEE SHEET 8 26 25 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STA. 9+44.00 C.L. TO 14+94.04 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 358 356 354 352 350 348 346 344 9+00 10+00 11+00 12+00 13+00 14+00 STA. 9+44.00 C.L. TO 14+94.04 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 358 356 354 352 350 348 346 344 15+00 360 358 356 354 352 350 348 346 344 16+00 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE SW BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BOB BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Li EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SON PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SOI PER C.O.B. STD. T-1. FURNISH & INSTALL STREET UGHT-5810 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL "6' ON SHEET 11) _A.. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. -.- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LEGEND (CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: R1 -i" - STOP "S5-2' - END SCHOOL ZONE "R6-1" - ONE WAY-W31(GA)" - END "R5-1" DO NOT ENIER •W14-1" DEAD END "R26(CA" - NO PARKING ANY1W . "R3 -SR - RIGHT TURN ONLY W14-2" - NO OUTLET R4 7' KEEP RIGHT "WI -7. - DOUBLE ARROW R81(CA)" -BIKE LANE 'WI -6' - SINGLE ARROW "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5 OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. SID. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS TRACT BOUNDARY UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. LEGEND(CONT.): O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE Q FACE OF CURB STATION - SEE TABLE NOTE: SECTION DESIGNATION: 1 SECIIG! Li DER SI$ET WHERE SECTION IS 9i0M1 2 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: 01) CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 OINSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. ARBA -CASE A, F OR G - DETAIL "5" ON SHEET 11. 5 CONSTRUCT 6" CONCRETE CURB WITH 12' TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 11. © PARKING AREA C THICK CONCRETE- SEE DETAIL '4" ON SHEET 11. INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2' ON SHEET 11. 9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3' ON SHEET 11. 10 CONSTRUCT 5 WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST -6. 11 CONSTRUCT 12' WIDE (ROSS GUTTER PER CITY OF BAKERSFIELD STANDARD ST -9. 12 SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. 13 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL PER COAL STD. ST -2 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER GO.B. STD ST -5. 15 EXISTING PROTECT IN PLACE 16 EXISTING CURB & GUTTER TO BE REMOVED FOC STATIONING TABLE - UPPER PARKSHIRE STREET REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 01 80.00' B.C. STA. 9+23.88 C.L, 19.00 LT. STA. 8+91.52 F.O.C. 350.11 P. P.R.C. STA. 10+45.26 C.L, 20.21 LT. STA 10+45.00 F.O.C. 349.76 n It _ STA. 10+57.86 C.L, 18.00 LT. n 349.72 S a rc Tn $ P.Lfit STA. 11+13.72 C.L. 1&00 LL STA. 11+13.71 F.O.C. 349.58 QS P.R.C. STA. 11+20.86 C.L, 1500 LT STA. 11+21.67 F.O.C. mnm �0�YNoPRIVATE © P.R.C. STA, 12+51.14 C." 15.00 L7. STA, 12+53.58 F.O.C. 349.52 43.00' �7 EG STA 12+58.28 C.L. 18.OD LT. PARK�LL4p 349.61 © B.C. STA 13+80.17 C.L, 18.00 LT. STA 13+83.42 F.O.C. 350.03 NSI STA. 13+92.78 C.L., 20.21 LT. STA, 13+96.29 F.O.C. 350.09 10 EC. STA. 15+14.16 C.L. 19.00 LT. STA. 15+49.76 F.O.C. 350.58 11 P.R.C. STA. 10+2214 GL, 1500 RL STA. 10+22.95 F.O.C. 349.75 3. E.C. STA. 10+29.28 C.L, 18.00 RT. STA. 10+30.91 F.O.C. 349.79 13 3 � B.C. STA. 14+0275 C.L, 1&OU RL i`-'6 z '^":y.'+y,{ P.R.C. U��3000 STA. 14+12.33 F.O.C. 350.12 15 B.V.C. STA, i1+61.00 C.L„ 18.OQ RL STA. i7+61.00 F.O.C. 349.46 16 ONVI U !•^-Eyj STA. 12+11.00 GL. 18.00 RT. STA. 12+11.00 F.O.C. 349.49 4to ES \ U FFF ti ��ao lSYO� mm(n ny UPPER PARKSHIRE STREET (PRIVATE STREET) STA. 9+44.00 C.L. TO 14+94.04 C.L. SCALE: 1" = 40' HORIZONTAL 0 27 WHITAKER STREET SEE SHEET 8 26 25 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STA. 9+44.00 C.L. TO 14+94.04 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 358 356 354 352 350 348 346 344 9+00 10+00 11+00 12+00 13+00 14+00 STA. 9+44.00 C.L. TO 14+94.04 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 358 356 354 352 350 348 346 344 15+00 360 358 356 354 352 350 348 346 344 16+00 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE SW BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BOB BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Li EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SON PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SOI PER C.O.B. STD. T-1. FURNISH & INSTALL STREET UGHT-5810 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL "6' ON SHEET 11) _A.. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. -.- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LEGEND (CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: R1 -i" - STOP "S5-2' - END SCHOOL ZONE "R6-1" - ONE WAY-W31(GA)" - END "R5-1" DO NOT ENIER •W14-1" DEAD END "R26(CA" - NO PARKING ANY1W . "R3 -SR - RIGHT TURN ONLY W14-2" - NO OUTLET R4 7' KEEP RIGHT "WI -7. - DOUBLE ARROW R81(CA)" -BIKE LANE 'WI -6' - SINGLE ARROW "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5 OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. SID. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS TRACT BOUNDARY UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. LEGEND(CONT.): O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE Q FACE OF CURB STATION - SEE TABLE NOTE: SECTION DESIGNATION: 1 SECIIG! Li DER SI$ET WHERE SECTION IS 9i0M1 2 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: 01) CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 OINSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. ARBA -CASE A, F OR G - DETAIL "5" ON SHEET 11. 5 CONSTRUCT 6" CONCRETE CURB WITH 12' TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 11. © PARKING AREA C THICK CONCRETE- SEE DETAIL '4" ON SHEET 11. INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2' ON SHEET 11. 9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3' ON SHEET 11. 10 CONSTRUCT 5 WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST -6. 11 CONSTRUCT 12' WIDE (ROSS GUTTER PER CITY OF BAKERSFIELD STANDARD ST -9. 12 SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. 13 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL PER COAL STD. ST -2 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER GO.B. STD ST -5. 15 EXISTING PROTECT IN PLACE 16 EXISTING CURB & GUTTER TO BE REMOVED FOC STATIONING TABLE - UPPER PARKSHIRE STREET REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 01 80.00' B.C. STA. 9+23.88 C.L, 19.00 LT. STA. 8+91.52 F.O.C. 350.11 ❑2 P.R.C. STA. 10+45.26 C.L, 20.21 LT. STA 10+45.00 F.O.C. 349.76 �3 E.C. STA. 10+57.86 C.L, 18.00 LT. STA. 10+57.86 F.O.C. 349.72 ® B.C. STA. 11+13.72 C.L. 1&00 LL STA. 11+13.71 F.O.C. 349.58 QS P.R.C. STA. 11+20.86 C.L, 1500 LT STA. 11+21.67 F.O.C. 349.50 © P.R.C. STA, 12+51.14 C." 15.00 L7. STA, 12+53.58 F.O.C. 349.52 43.00' �7 EG STA 12+58.28 C.L. 18.OD LT. STA 12+61.53 F.O.C. 349.61 © B.C. STA 13+80.17 C.L, 18.00 LT. STA 13+83.42 F.O.C. 350.03 NSI P.R.C. STA. 13+92.78 C.L., 20.21 LT. STA, 13+96.29 F.O.C. 350.09 10 EC. STA. 15+14.16 C.L. 19.00 LT. STA. 15+49.76 F.O.C. 350.58 11 P.R.C. STA. 10+2214 GL, 1500 RL STA. 10+22.95 F.O.C. 349.75 T2 E.C. STA. 10+29.28 C.L, 18.00 RT. STA. 10+30.91 F.O.C. 349.79 13 3 � B.C. STA. 14+0275 C.L, 1&OU RL STA 14+04.38 F.D.C. 350.16 14 P.R.C. STA. 14+09.89 C.L, 1500 RL STA. 14+12.33 F.O.C. 350.12 15 B.V.C. STA, i1+61.00 C.L„ 18.OQ RL STA. i7+61.00 F.O.C. 349.46 16 EV.G STA. 12+11.00 GL. 18.00 RT. STA. 12+11.00 F.O.C. 349.49 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 80.00' 153.48' 114.08' 109'55'11" C2 74.00' 141.97' 105.53' 109'55'11" C3 37.00' 58.12' 37.00' 90'00'00" C4 10.00' 7.95 4.20' 45'34'23" C5 25.00' 39.27' 25.00' 90D0'OO" C6 37.00' 12.86' 6.50' 195511' C7 43.00' 14.95' 7.55' 195511' SCALE: 1" = 40' ■ I 40' 20' O' 40' 80' Know what's below. 0811 before you dig. r. m 0 n � g® ® z Z VJ m M M MOJ 0O < + e 0 O _ W J U W � 3 � c W o O N On On `g � t ES \ V O lSYO� z 0 rn rc 0 U Z a N a f, 0 �cr I-- co � O � U W LU ai H 40 J G Lo GILFORD STREET WHITAKER STREET SEE SHEET 8 SEE SHEET 8 o } E.C.R. STA. 10+00.00 .L- "-OD = STA 10+00.00 F.L m y I v 1 1 e.C./BEGIN P.A.EL PRIVATE C5 J J 0 00 1 nl j I, p� GY. F. -BF.lu a•nR8 PARK Z J 3 4J j al 1 1' STA. 10+1500 C.L. 12.00 LT. - m g =+LL �. o �� STA. 10+1500 F.L m g,o J 5 - zl I i . as STA 10+14.97 F.O.C. P.+ STA. 14+3204 C.L. 1200 LT. a'INTERSECTION r a STA. 14+32.04 FL g < i 1 S A 11+86.00 CL LOWER PARKSHIRE STREET CHI = ci d F y Q E.C./END PIa 4 o STA. 16+31.26 C.L. WHITLOPNE DRIVE CRT 1 B.V.C. E.V.C. STA. 14+17.04 C.L. 12.00 LT. ! \ STA. 11+61.00 C.L 12.00 LL = STA. 12+11.00 GL 1200 LT. = STA. 14+17.04 F.L. i A. p.p.F.L C.L 19.00 LT. L -___w STA. 11+BLW F.L. - - _-E STA 12+fl.00 f_L N STA. 14+2N0.26 EO.0 9+23.88 \ STA. 9+C0.9A-��9+09.68. f.O.G. 1'�_` V n 2 6 5 15 16 P.l -__- m 10+ODI 1 _ o 00 589'24'2YE 18800'12� �`� 13+00 7 g - S 891 E 252.04' _ ___ /off g�Q4 C 11 � Z/ 152 '3 n 6 x n 3\ r 1 / n 2 10 12 13 n j P.L.\mss o � Iqq rc N o o p¢ Io � prc � /��.1 11�'r�j ry ¢ Y ♦ �"` J�O lV O Ib MI I�ISN+ O ° J / ry c3 _ / / / / owrfgg I11I^d� 4nuJs Y�rdrViw4wd ,Q,: N1 0wJW I ai+-ndi+-n 4N+d-n mGimOrSan''11IED�d ,�IIl1 I III F�monFm� �d? �dtiF 1II IJ pmJ IJi Q+JM + J� ± ±++ 1++ 22 ro1dx16 20 ai 21 ti TY niv � 1 m mN(/1 I WHITLORNE DRIVE SEE SHEET 9 LOWER PARKSHIRE STREET (PRIVATE STREET) STA. 9+41.88 C.L. TO 15+14.16 C.L. SCALE: 1" = 40' HORIZONTAL 358 356 354 352 350 348 346 344 8+50 9+00 10+00 11+00 12+00 STA. 9+41.88 C.L. TO 15+14.16 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 14+00 15+00 P.AF.L 414.16 C.L. 19.00 RT = 1+37.09 F.L 24 10 4<OC 23 FOC TABLE - LOWER PARKSHIRE STREET REF. NO. DESCRIPTION CL STATION & OFFSET FGC STATION TOC F3.EV. a P.R.C. STA. 10+2214 GL, 15.00 LT. 360-1 349.91 C2 , - -- STA. 10+30.88 F.O.C. - - - -- - - -T - 360 350.16 ® P.R.C. STA 14+09.90 C.L. 15.00 LT. STA. 14+1231 F.O.C. 350.29 5❑ B.C. STA 9+23.88 GL, 25.00 LT. STA. 8+91.52 F.O.C. 350.11 358 x! - P.R.C. STA 10+45.26 C.L.20.21 RT. STA. 10+4&DO E.O.C. 349.76 ®URVEi - STA 10+57.06 C.L., 1800 RT. STA. 10+57.86 F.O.C. 349.72 ,i 358 B.C. STA. 11+13.72 GL, 18.00 RT. STA. 11+13.71 F.O.C. 349.58 9❑ P.R.O STA. 11+20.86 C.L. 1500 RT STA. 11+21.67 F.O.C. 349.50 10 P.R.C. STA. 12+51.14 C.L., 15.00 RT. STA 12+53.58 F.O.C. 349.70 11 EC. STA. 12+58.28 C.L., 18.00 RT. STA. 12+61.53 f.O.C. 349.61 12 B.C. STA. 13+80.17 C.L. 18.00 RL STA. 13+83.42 F.O.C. 350.04 13 P.RC. STA 13+92.78 C.L. 20.21 RT. STA. 13+96.29 F.O.C. 350.09 14 _ STA 15+14.16 C.L. 25.00 RT. 356 350.58 15 � STA 11+61.00 C.L, 18.00 LT. STA 11+62.60 F.O.C. 349.46 16 EV.C. STA 12+1260 F.O.C. 349.49 OF VERTICAL CURVE FC FINISH CONCRETE 354 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ll y - © 4" PARKING AREA 6' THICK CONCRETE- SEE DETAIL " ON SHEET 11. P.O.C.. POINT ON CURVE FC FINISHED CONCRETE 354 o PA �RMMATE EG W31(CA) SIGN &TYPE NO I% BARRICADE WITH OM4-3 MARKER AT UNIT H OM4 E.P. EDGE OF PAVEMENT A.P. ANGLE PONT 0 REFER TO SEWER & STORM DRAIN PLANS SECRpI,i OESCNA71(ML O7 UfL� UNIT IS NOT CONSTRUCTED AT THE SAME TIME FACE OF CURB C/G CURB AND GUTTER 352'�-_ IEi10i ® REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. '2° 11. P.AF.L PARKING AREA FLOW UNE CONSTRUCT TYPE CATCH BASN WITH 3.5' OPENING PER 352 QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ---- -iA O CONSTRUCT TYPICAL STREET BULGE -SEE DETAIL "3' ON SHEET 11. (4) EXISTING SURVEY MONUMENT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 2 SHEET INHERE SECTION IS 9HOM! lO CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE SPECIFICATIONS ON PROPOSED STD. ST -6. CONSTRUCT 12' WE CROSS GUTTER PER CITY OF BAKERSFIELD 350 - j_ ____ SEWER - REFER TO SEWER & STORM DRAIN PLANS __- - - - - ��_ I I r_- - i !- _-.__ . __ f _ -_0.6Ei`6 .. 3 50 -050% FURNISH &INSTALL METRO STREET SIGN PER GO.B. STD. T-1. ® 1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAM PIANS AND DETAILS 12 SAWCUT EXISTING EP. 2' BACK OR AS DIRECTED BY CITY Z c� m Awa I S--0.25Z' a-025R -0_ I ® - SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. i3 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER U STANDARD OR APPROVED EQUAL (SEE DETAIL °6" ON SHEET 11) n � OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO C.) C.O.B. STD. ST -2 ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER ® TRACT BOUNDARY 348 rra CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -5. PROPNORTH FIDWIME moi-._ "-'- 1 --CATCH BASIN N D. 1z --- �. A91F. 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS i . 348 EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS cn Cz UNIT BOUNDARY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 1S EXISTING PROTECT IN PLACE + , No9uu i6 EXISTING CURB & GUTTER TO BE REMOVED F W I, 346 F - ----'" li � ----I✓!-._ --'------ -- !`.---- -� -----T-----DEfRE9�Pa1.+�Va34&90 --- 11�---t-- Flty =346 i5 -- F - 346 r II ELEV. 344.25 INV. 16" S I I 344-- -- -_-_ _.-._ - - --- ' - -._._ ------ ..----'----- -L- �. �----' 344 9+00 10+00 11+00 12+00 STA. 9+41.88 C.L. TO 15+14.16 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 14+00 15+00 P.AF.L 414.16 C.L. 19.00 RT = 1+37.09 F.L 24 10 4<OC 23 FOC TABLE - LOWER PARKSHIRE STREET REF. NO. DESCRIPTION CL STATION & OFFSET FGC STATION TOC F3.EV. a P.R.C. STA. 10+2214 GL, 15.00 LT. STA. 10+2293 F.O.C. 349.91 C2 E.C. STA. 10+29.28 C.L. 18.00 LT. STA. 10+30.88 F.O.C. 349.98 3❑ B.0 STA. 14+0275 C.L., 18.00 LT. STA 14+04.35 F.O.C. 350.16 ® P.R.C. STA 14+09.90 C.L. 15.00 LT. STA. 14+1231 F.O.C. 350.29 5❑ B.C. STA 9+23.88 GL, 25.00 LT. STA. 8+91.52 F.O.C. 350.11 CE P.R.C. STA 10+45.26 C.L.20.21 RT. STA. 10+4&DO E.O.C. 349.76 0 E.C. STA 10+57.06 C.L., 1800 RT. STA. 10+57.86 F.O.C. 349.72 ® B.C. STA. 11+13.72 GL, 18.00 RT. STA. 11+13.71 F.O.C. 349.58 9❑ P.R.O STA. 11+20.86 C.L. 1500 RT STA. 11+21.67 F.O.C. 349.50 10 P.R.C. STA. 12+51.14 C.L., 15.00 RT. STA 12+53.58 F.O.C. 349.70 11 EC. STA. 12+58.28 C.L., 18.00 RT. STA. 12+61.53 f.O.C. 349.61 12 B.C. STA. 13+80.17 C.L. 18.00 RL STA. 13+83.42 F.O.C. 350.04 13 P.RC. STA 13+92.78 C.L. 20.21 RT. STA. 13+96.29 F.O.C. 350.09 14 E.C. STA 15+14.16 C.L. 25.00 RT. STA 15+49.76 F.O.C. 350.58 15 B.V.C. STA 11+61.00 C.L, 18.00 LT. STA 11+62.60 F.O.C. 349.46 16 EV.C. STA 12+11.00 C.L, 18.00 LT, STA 12+1260 F.O.C. 349.49 358 356 354 352 350 348 346 344 CURVE TABLE 9+00 10+00 11+00 12+00 13+00 14+00 DELTA 15+00 16+00 25.00' 39.27' 25.00' STA. 9+41.88 C.L. TO 15+14.16 C.L. C2 10.00' 7.95' 4.20' 45'3423" C3 SCALE: 1" = 40' HORIZONTAL 1286' 6.50' 191 C4 43.00' 14.95' 1" = 4' VERTICAL 1955'11" C5 80.00' LEGEND: 114.06 LEGEND (CONT.): CE LEGEND (CONT.): CONSTRUCTION NOTES: FL ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE 37,00' FURNISH & INSTALL TRAFFIC SIGNS PER C.O.H.STD. T-19: "Rt -p - STOP 'S5-27 O7 CURVE NUMBER FOR WRVS DESCRIPTION O CONSTRUCT TYPE "B" CURB &CUTTER PER C.O.B. STD ST -1 CL CENTERUNE BVC BEGIN VERTICAL CURVE - END SCHOOL ZONE "R6-1" - ONE WAY "WI4-l' " - ENO ® ITEM OF WORK -SEE SCHEDULE Z o CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER GO.B. STO ST -6 ELEV ELEVATION EVC END VERTICAL CURVE R5 -P - DO NOT ENTER °0014-1' END m U K a BOB BEGIN CURB RETURN PI POINT OF INTERSECTION Z� 1 QJ "R26(CA' - NO PARKING ANYTIME -DEAD "R3- "'WI¢2' - NO OUTLET 1Q FACE OF CURB STATOR - SEE TABLE Q INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE Q - RIGHT TURN ONLY "R4 - DOUBLE ARROW NOTE HANDICAP RAMP PER CALTRANS 2010 REVISED BC BEGIN CURVE POC POINT OF COMPOUND CURVATURE -Y - KEEP RIGHT ,1'R-7" R81 CA - BIXE LANE WI -6" - SINGLE ARROW ° ( g ®CONSTRUCT STANDARD PLAN R.S.P. ABBA-CASE A, F OR G - DETAIL "5 ON SHEET 11. EC PIVC END WRVS TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVI:MENT ")° 'WI -1" - CURVE ARROW '003-3 - SIGNAL AHEAD PARKING AREA - SEE CONSTRUCTION NOTE 6. O CONSTRUCT 6" CONCRETE CURB NTH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1. ON SHEET 11. OF VERTICAL CURVE FC FINISH CONCRETE 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ll y - © 4" PARKING AREA 6' THICK CONCRETE- SEE DETAIL " ON SHEET 11. P.O.C.. POINT ON CURVE FC FINISHED CONCRETE o PA PROPERTY UNE R/W RIGHT -O WAY STORM DRAIN MANHOLE - W31(CA) SIGN &TYPE NO I% BARRICADE WITH OM4-3 MARKER AT UNIT H OM4 E.P. EDGE OF PAVEMENT A.P. ANGLE PONT 0 REFER TO SEWER & STORM DRAIN PLANS SECRpI,i OESCNA71(ML O7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME F.O.C. FACE OF CURB C/G CURB AND GUTTER "A" IEi10i ® REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. '2° 11. P.AF.L PARKING AREA FLOW UNE CONSTRUCT TYPE CATCH BASN WITH 3.5' OPENING PER CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL ON SHEET QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ---- -iA O CONSTRUCT TYPICAL STREET BULGE -SEE DETAIL "3' ON SHEET 11. (4) EXISTING SURVEY MONUMENT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 2 SHEET INHERE SECTION IS 9HOM! lO CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE SPECIFICATIONS ON PROPOSED STD. ST -6. CONSTRUCT 12' WE CROSS GUTTER PER CITY OF BAKERSFIELD S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: 11 STANDARD ST -9. FURNISH &INSTALL METRO STREET SIGN PER GO.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAM PIANS AND DETAILS 12 SAWCUT EXISTING EP. 2' BACK OR AS DIRECTED BY CITY Z c� Q Awa ENGINEER. -0_ FURNISH & INSTALL STREET UGHT-5B00 LUMEN PER C.O.B. ® - SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8" A.C. i3 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER U STANDARD OR APPROVED EQUAL (SEE DETAIL °6" ON SHEET 11) n � OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO C.) C.O.B. STD. ST -2 ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER ® TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "A" T4 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -5. C.O.B. STU. ST -14. 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS Q� EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS cn Cz UNIT BOUNDARY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 1S EXISTING PROTECT IN PLACE i6 EXISTING CURB & GUTTER TO BE REMOVED CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 91 C2 10.00' 7.95' 4.20' 45'3423" C3 37.00' 1286' 6.50' 191 C4 43.00' 14.95' 7.55' 1955'11" C5 80.00' 153.46' 114.06 1095611" CE 74.00' 141.97' 105.53' 1095511' CJ T 37,00' 58.12' 37.00' 91 SCALE: 1" = 40' 40' 20' 0' 40' 80' L dig. I r;^ ,w rn 0 O Z� A M F m ron 0 Q m U K a Z� 1 QJ W U m Q w i0 o N :o m g U ll y J� pL� o 0 c.v Z c� Q Awa 0 U n � � C.) c O U Lu Q� $ cn Cz R F W W (p � F WHITAKER STREET SEE SHEET 8 HIGHGATE PARK BOULEVARD (NOT A PART) 362 360 358 356 354 352 350 348 346 10+00 362 360 358 356 354 352 350 348 346 10+00 (PRIVATE STREET) 11+00 12+00 13+00 14+00 STA. 10+44.00 C.L. TO 15+23.59 C.L. SCALE: 1" = 40' HORIZONTAL 15+00 11+00 12+00 13+00 STA. 10+44.00 C.L. TO 15+23.59 C.L. SCALE: i" = 40' HORIZONTAL 1" = 4' VERTICAL 14+00 15+00 LEGE eDBREMAmus FL FLOWUNE POVC PONT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE DCR BEGIN CURB RETURN PI PONT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.Q.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA ROW LINE Q FURNISH & INSTAR SURVEY MONUMENT PER C.O.B. STD. ST-13. ffiJ EXISTING SURVEY MONUMENT I+I FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. I FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SIO. T-1. �. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 11) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS 16+00 MEDIAN CURB TABLE - HIGHGATE HEATH AVENUE REF. NO. DESCRIPTION CL STATION & OFFSET T.P. ELEV. TOC ELEV. ❑i E.C. STA 10+49.00 C.L. 5.00 RL 351.07 351.57 C2 B.C. STA. 10+49.00 C.L. 5.00 LT. 351.07 351.57 ❑3 P.R.C. STA. 10+62.50 C.L. 5.00 LT. 351.12 351.62 ® EC STA. 10+65.50 C.L. 6.00 LT. 351.12 351.62 ❑5 D.C. STA. 10+68.50 C.L 7.00 LT. 351.11 351.61 © E.G. STA. 10+88.50 C.L. 7.00 LT. 351.19 351.69 ❑7 B.0 STA 10+91.50 C.L 6.00 LT. 351.22 351.72 8 B.C. STA. 10+94.50 C.L. 5.00 LL 351.25 351.75 �9 P.R.C. STA 11+08.00 CL 5.00 LT. 351.30 351.80 10 E.C. STA 11+08.00 C.L 5.00 RT. 351.31 351.81 11 STA. 10+94.50 GL 5.00 RL 351.25 351.75 12 STA. 10+91.50 C.L 6.00 RT. 351.22 351.72 13 STA. 10+88.50 C.L. 7.00 RL 351.19 351.69 14 qEr STA. 10+68.50 CL 7.00 RT. 351.11 351.61 15 STA. 10+65.50 C.L 6.00 RT. 351.12 351.62 STA. 10+6250 CL 5.00 RT. 351.12 351.62 STA. 11+48.00 C.L. 5.00 RT. 351.47 351.97 18 E.C. STA, 11+48.00 C. 5.00 LT. 351.46 351.96 19 E.C. STA 13+1266 C.L 5.00 RT 352.12 352.62 2D B.C. STA 13+12.66 C.L. 5.00 LT. 352.11 352.61 21 B.C. STA 13+57.66 C.L. 5.00 RL 352.30 352.80 E.C. STA. 13+57.66 C.L. 5.00 LT. 35229 35279 23 E.G. STA. t5+04.68 C.L. 5.00 LT. 35287 353.37 24 E.C. STA. 15+04.66 C.L. 5.00 RT. 35289 353.39 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.W 9OW'00" C2 5.00' 15.71' - 180'00'00" C3 5.00' 15.71' - 180'00'00° C4 5.00' 3.27 1.67' 36'5712" ___I 346 STORM DRAIN MANHOLE - 16+50 REFER TO SEWER & STORM DRAIN PLANS LEGEND (CONT.): CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-19: "RI -1' - STOP 'R6-1' - ONE WAY "SS -2' -ENO SCHOOL ZONE "R5-1" - DO NOT ENTER -W31(CA)' - END *R26 CA - NO PARKING ANYTIME -DEAD END S "WI4-1 2" - NO OUTLET 9R4 -Y - KEEP RIGHT "W1-7° - DOUBLE ARROW 'RB1(CA)' - BIKE LANE 'WI -6' - SINGLE ARROW 1W3-3' - SIGNAL AHEAD "WI -1" - CURVE ARROW -0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - SCALE: REFER TO SEWER & STORM DRAIN PLANS = 40' CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER 40' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 40' C.O.S. STD. 0-14 WITHOUT WINGS. UNLESS NOTED OTHERWISE S SEWER - REFER TO SEWER & STORM DRAIN PLANS G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. s TRACT BOUNDARY UNIT BOUNDARY �EDiAN CURB DETAIL 7 1--40 •3 A O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10 FACE OF CURB STATION - SEE TABLE NOTE: PARKING AREA - SEE CONSTRUCTION NOTE 6. SEE1. SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS 2 LOCAL STREETS - PAVEMENT TO DE 0.20' TWE "B" A.C. OVER 0.45 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STI. ST -9. 3. ALL CATCH BASINS TO BE TWE 'A' WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER CO.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 OINSTALL STREET SIGN PER C.0.8. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A, F OR G - DETAIL '5" ON SHEET 11. OCONSTRUCT 6' CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 11. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL '4" ON SHEET 11. INSTALL W31 CA SIGN & TYPE 111 BARRICADE WITH OM4-3 MARKER AT UNIT O BOUNDARY ACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "7 ON SHEET 11. O CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3' ON SHEET 11. 10 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST -6. 11 CONSTRUCT 17 WIDE GROSS GUTTER PER CITY OF BAKERSIELD STANDARD ST -9. 12 SAWCUT EXISTING EP. 2' BACK OR AS DIRECTED BY CITY ENGINEER. 13 CONSTRUCT TWE 'M" MEDIAN CURB WITH 10' REVEAL PER C.O.S. STD. ST -2 14 CONSTRUCT 5 ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -5, 1URI EXISTING PROTECT IN PLACE 16 EXISTING CURB & GUTTER TO BE REMOVED 17 FURNISH & INSTALL i EA 0 AND i EA 1-1/2" BLANK CONDUIT PIPE. 18 FURNISH & INSTALL 2 EA. 1-1/2" BLANK CONDUIT PIPE. F VI���I UL 15 Know what's below. Call before you dig. SCALE: 1" = 40' 40' 20' 0' 40' 80' CONSTRUCTION NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER CO.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 OINSTALL STREET SIGN PER C.0.8. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A, F OR G - DETAIL '5" ON SHEET 11. OCONSTRUCT 6' CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 11. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL '4" ON SHEET 11. INSTALL W31 CA SIGN & TYPE 111 BARRICADE WITH OM4-3 MARKER AT UNIT O BOUNDARY ACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "7 ON SHEET 11. O CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3' ON SHEET 11. 10 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST -6. 11 CONSTRUCT 17 WIDE GROSS GUTTER PER CITY OF BAKERSIELD STANDARD ST -9. 12 SAWCUT EXISTING EP. 2' BACK OR AS DIRECTED BY CITY ENGINEER. 13 CONSTRUCT TWE 'M" MEDIAN CURB WITH 10' REVEAL PER C.O.S. STD. ST -2 14 CONSTRUCT 5 ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -5, 1URI EXISTING PROTECT IN PLACE 16 EXISTING CURB & GUTTER TO BE REMOVED 17 FURNISH & INSTALL i EA 0 AND i EA 1-1/2" BLANK CONDUIT PIPE. 18 FURNISH & INSTALL 2 EA. 1-1/2" BLANK CONDUIT PIPE. F VI���I UL 15 Know what's below. Call before you dig. In 17 HIGHGATE GLEN STREET'S (NOT A PART) LOWER PARKSHIRE STREET ` a UPPER PARKSHIRE STREET -. SFS Sy 6 � SEE SHEET 5 I� STA 11+03.00 C.L GILFORD S EET CNT = t 21 r I STA 18+37.00 CA- HIGHGATE (LEN STREET CN T I I f ( i t ^ I I I i I � LL o w o c3 -8 p" 1 I ^, )1 , ` 28 I fl 1: ) v Z S^ `� o i 1 i u i rl oo acro Fo$ oo roro m+ $$ I I 1 I I^ z 88 0 I I � I I o 5 ¢ (i R g STA. 9+41.. C.L ( _ wln rn P.L mvl y- zwy -';;;-- 15: �� w �- �` 14 _> N 0'35'33' E m. m 22 \ \ 1�.` 10+00 _ 103.02' _ N 0'35'33' E 1_0298' �Sl�3y--,Iqu" I I)a wni �.� - rny`'vi tid "e�`��vr �. /� 12+00 8/ / V _'s`3'6' /P% -�, \ ! 12//L'J I'" T I C1 l ssl _ / 27 360 358 356 354 352 350 348 346 10+00 11+00 STA. 10+00.00 C.L. TO 12+06.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 4 , - - 9 2 1113 1 II I 1 �( S1p / v ° n •� I n 2 114 16 5 lu I '�.. P.L. C3t..... \ \ \1, 1 00 RT. = UPPER PARKSHIRE STREET SEE SHEET 5 360 358 356 354 352 350 348 346 12+00 13 -� ag � � 6.11 -BEGIN P.A.F.L L. E.G-END P.A.F.L A� j END 6' CURB - BEGIN i STA. 10+15.00 CJ- 12.OD RT. = ti LL STA 1/+91.00 C.L. 12.1 ��o ILL Ulyi�4. �Nm ,-I f ' I STA. 10+15.00 F.L. o $ STA. 11+91.00 F.L. STA. 10+36.72 F.O.C. STA 10+15.03 F.O.C. o STA. 11+94.28 RO.0 P.R.C. C.R. -MATCH SHEET 6 00 &CR -MATCH q ! I STA. 10+00.00 CL 1200 RT. = ++ :_ STA. 12+06.00 1 ml ! STA. 10+00.00 F.L.ro a STA, 12+06.00 ! I I I 00.a E.C. 1 STA. 11+7253 F.O.C. w ilk m "`"25 R PARKSHIRE STREET B.0 -MATCH SHEET 5 SEE SHEET 6 GILFORD c T R EE T 7� (PRIVATE S STREET) STA 10+2214 C.L. 15.00 RT. STA. 10+00.00 C.L. TO 12+06.00 C.L. 8� SCALE: 1" = 40' HORIZONTAL 360 358 356 354 352 350 348 346 10+00 11+00 STA. 10+00.00 C.L. TO 12+06.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 4 , - - 9 2 1113 1 II I 1 �( S1p / v ° n •� I n 2 114 16 5 lu I '�.. P.L. C3t..... \ \ \1, 1 00 RT. = UPPER PARKSHIRE STREET SEE SHEET 5 360 358 356 354 352 350 348 346 12+00 13 -� ag � � $ - w= R- �$ • s - i A� LL N W W Oi i O ;a 23 �� � �j l,: ��o ILL Ulyi�4. �Nm ,-I f ' B.C. STA. 10+36.72 CL, 25.00 LT. STA. 10+36.72 F.O.C. $OM COIN 4U I ULLO + P.R.C. EAST FLyYIJNE i -o$ + 350.12 ® Y .9I o $ z. .8 o m I fce ---- '� 350.12 d � w mmv�i tidd � ddd 24 _ E.C. STA 11+69.28 C.L, 25.00 LT. STA. 11+7253 F.O.C. w ilk m "`"25 © STA. 11+88.00 C.L. 25.00 RL B.0 -MATCH SHEET 5 HIGHGATE HEATH AVENUE SPA. 11+91.25 F.O.C. 350.11 7� SEE SHEET 7 n STA 10+2214 C.L. 15.00 RT. STA. 10+22.98 F.O.C. 350.24 8� E.C. WHITAKER STREET STA. 10+30.93 F.O.C. 350.14 �9 (PRIVATE STREET) B.C. STA. 11+76.72 CL, 18.00 RT. STA. 11+78.37 F.O.C. STA. 10+00.00 C.L. TO 12+06.00 C.L. 10 P.R.C. SCALE: 1" = 40' HORIZONTAL 360 358 356 354 352 350 348 346 9+50 10+00 11+00 12+00 STA. 10+00.00 C.L. TO 12+06.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 -- T 360 3f" a� 358 I-1 --- l 356 S 410,1354I I UoQ� 352 350 PROPOSED 348 346 9+50 10+00 a DESCRIPTION I i -- 358 e yq yq 356 LL� IN� _ i 354CL 8Fm. 352 350 348 _! - - 346 12+00 12+50 LL EC. -MATCH SHEET 6 i W g mm0qt ] B.C. STA. 10+36.72 CL, 25.00 LT. STA. 10+36.72 F.O.C. 350.16 + P.R.C. EAST FLyYIJNE 11+00 STA 10+00 00 C L TO 12+06 00 C L GILFORD STREET FOC TABLE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1❑ EC. -MATCH SHEET 6 STA. 10+18.00 C.L. 25.00 LT. STA. 10+18.00 F.O.C. 350.11 ] B.C. STA. 10+36.72 CL, 25.00 LT. STA. 10+36.72 F.O.C. 350.16 3❑ P.R.C. STA 10+43.86 CL, 2200 LT. STA. 10+44.67 F.O.C. 350.12 ® P.R.C. STA 11+62.14 CL, 2200 LT. STA. 11+64.58 F.O.C. 350.12 5❑ O CURVE NUMBER FOR CURVE DESCRIPTION E.C. STA 11+69.28 C.L, 25.00 LT. STA. 11+7253 F.O.C. 350.16 © STA. 11+88.00 C.L. 25.00 RL B.0 -MATCH SHEET 5 STA. 11+88.00 CL, 25.00 LT. SPA. 11+91.25 F.O.C. 350.11 7� P.R.C. STA 10+2214 C.L. 15.00 RT. STA. 10+22.98 F.O.C. 350.24 8� E.C. STA. 10+29.28 C.L, 18.00 RT. STA. 10+30.93 F.O.C. 350.14 �9 B.C. STA. 11+76.72 CL, 18.00 RT. STA. 11+78.37 F.O.C. 350.14 10 P.R.C. STA. 11+83.86 C.L. 15.00 RT. STA. 11+86.32 F.O.0 350.06 17 GRADE BREAK STA 11+03.00 C.L. MOO RT. STA. 11+04.65 F.O.C. 350.32 3, 3: 3: 3c 3! 34 34 10+00 11+00 STA 10 00 00 C I TO 12+06 00 C L 'SO 58 56 54 52 70 18 16 12+00 1' ONE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. SCALE: 1" = 40' HORIZONTAL STA. 10+18.00 C.L. 25.00 RT. STA. 10+18.00 F.O.C. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL STA. 10+23.72 F.O.C. 350.60 1" = 4' VERTICAL LEGEND: STA. 10+31.67 F.O.C. LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: STA. 11+75.14 C.L, 2200 RT. B�EWAIIOBS FL FLOWUNE POVC POINT ON VERTICAL CURVE 350.57 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: 'RI -1' - STOP O CURVE NUMBER FOR CURVE DESCRIPTION ///) CONSTRUCT TYPE '8' CURB & GUTTER PER C.O.B. STD ST -1 STA. 11+9.5.53 F.O.C. CL CENTERLINE BVC BEGIN VERTICAL CURVE 16 'R6 S`-2' - END SCHOOL ZONE STA. 11+88.00 C.L. 25.00 RL STA. 11+91.25 FAC 350.58 WAY 'OUST CA ' - END ® ITEM OF WORK - SEE SCHEDULE 2 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 ELEV ELEVATION EVC END VERTICAL CURVE 'R5-1' - DO NOT ENTER ( J BCR BEGIN CURB RETURN PI PONT OF INTERSECTION 'R26(CA)' - NO PARKING ANYTIME "M14-1 -DEAD END Q FACE OF CURB STATION - SEE TABLE O INSTALL STREET SIGN PER C.D.B. STANDARD DETAIL T-1. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R3 -5R' - RIGHT TURN ONLY 'W14-2" - NO CUTLIT NOTE ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED BC BEGIN CURVE POC PONT O' COMPOUND CURVATURE 'R4-7' - KEEP RIGHT ''N%!-7' - DOUBLE ARROW EC END CURVE TC TOP OF CURB 'R81(CA)* - BIKE LANE "IVT -6` - SINGLE ARROW STANDARD PLAN R.S.P. A88A-CASE A, FOR G -DETAIL '5" GH SHEET 11. PIVC POINT OF INTERSECTION IP TOP OF PAVEMENT 'Yl3-Y - SIGNAL AHEAD "WI -1• - CURVE ARROW Q PARKING AREA - SEE CONSTRUCTION NOTE S. O CONSTRUCT 8' CONCRETE CURBL'1' WITH 12' TOTAL CURB HEIGHT O VERTICAL CURVE FC FINISH CONCRETE o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS AND 6' REVEAL PER DETAIL 'Y ON SHEET 11. P.O.C. PONT ON CURVE FC FINISHED CONCRETE © PARKING AREA 6" THICK CONCRETE- SEE DETAIL '4" ON SHEET 11. PA PROPERTY LINE R/W RIGHT-OF-WAY STORM DRAIN MANHOLE - INSTALL W31(CA) SON & TWE III BARRICADE NTH OM4-3 MARKER AT UNIT E.P. EDGE O PAVEMENT A.P. ANGLE PONT 0 REFER TO SEWER & STORM DRAIN PLANS SECTIO! DESIGNATION: O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME IME. F.O.C. FACE OF CURB C/G CURB AND GUTTER mcim LETTER REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. P.A.F.L PARKING AREA FLOW LINE CONSTRUCT TWE 'A' CATCH BASIN WITH 3.5' OPENING PER ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2' ON SHEET 11. CO.B. STD. D-14, UNLESS NOTED OTHERWISE. L- _ - _ QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. - CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3' ON SHEET 11. CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER 2 00 EXISTING SURVEY MONUMENT ® CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. �T WHERE �� N �� 10 SPECFlCATIONS ON PROPOSED STD. ST -8. FURNISH & INSTALL STREET SIGN PER CAB. STO. T-1. 71 CONSTRUCT 12' WIDE CROSS GUTTER PER CITY O BAKERSFIELD -S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: STANDARD ST -9. 1 _. 1. SEE SEWER AND STORM DRAIN PIANS FOR STORM DRAIN SAWCUT E%ISIING E.P. 2' BACK OR AS DIRECTED BY Cltt T FURNISH &INSTALL METRO STREET SIGN PER CQB. STD. T-1. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. PLANS AND DETAILS TZ ENGINEER. _�_ FURNISH & INSTALL STREET UGHT-5800 LUNEN PER C.O.B. 2 LOCAL STREETS - PAVEMENT TO BE M20' TYPE 'B' A.C. CONSTRUCT TYPE 'M' MEDIAN CURB WITH 10' REVEAL PER STANDARD OR APPROVED EQUAL. (SEE DETAIL -6- ON SHEET 11) 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO T3 C.O.B. STD. ST -2. ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER �� TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.Oa SID. ST -9. T4 CONSTRUCT 5' ATTACHED STANDARD TWE SIDEWALK PER CQB. SID ST -5. C.O.B. STD. ST -14. 3. All CATCH BASINS TO BE TWE 'A' WITH 3.5' OPENINGS EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS °' `'''"" ' ""'"' `'"' °*^"' '" UNIT BOUNDARY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 15 EXISTING PROTECT IN PLACE 16 EXISTING CURB & GUTTER TO BE REMOVED 17 FURNISH & INSTALL 1 EA. 2' AND 1 EA. 1-1/Y BLANK CONDUIT PIPE. T8 FURNISH & INSTALL 2 EA 1-1/2' BLANK CONDUIT PIPE. 360 358 356 354 352 350 348 346 12+50 WHITAKER STREET FOC TABLE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 11 EC -MATCH SHEET 6 STA. 10+18.00 C.L. 25.00 RT. STA. 10+18.00 F.O.C. 350.58 12 B.0 STA. 1G+23.72 CL, 25.00 RL STA. 10+23.72 F.O.C. 350.60 13 P.R.C. STA. 10+30.86 Cl, 2200 RT. STA. 10+31.67 F.O.C. 350.73 14 P.R.C. STA. 11+75.14 C.L, 2200 RT. STA. 11+77.58 F.O.C. 350.57 15 E.0 STA. 11+8228 C.L, 25.00 RT, STA. 11+9.5.53 F.O.C. 350.60 16 B.C.-MATCH SHEET 5 STA. 11+88.00 C.L. 25.00 RL STA. 11+91.25 FAC 350.58 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 1000' 7.95' 4.20' 45'34'2Y C2 25.00' 39.27' 1 25.00' 90'00V C3 37.00' SEIM' 37.00' 90'00'00' SCALE: 1" = 40' 40' 20' O' 40' 80' Know what's below. Call before you dig. ®II 09 11 [1ty7'4:allNl*eTIIa4& j main F- ��iC- 6 LEGEND (CONT.): 1 a SEE SHEET 5 K 6 J L J 1 J SHEET 4 3 W z 4 Z � n m SEE SHEET 3 W -- F n ■ O m s m rrj S G 2 g s ~ ml �p 'R3- - RICHT TURN ONLY WI4-2" - NO OUTLET -7" - DOUBLE ARROW Z3� I 1 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ��n cJ Oe VMro JJ I JJ NON r i 2 18 - m I ��r O I p a mo}p ytid UW } i m �p �N ! -- o gg (On 1iW Rc © � P.O.C.. II m �> 19 P/L 5 ® STORM DRAIN MANHOLE - SECTION DESI(?lATIOIN: O (( J� UNIT TYPE III °INSTALL BOUNDARY CF IfADJACEN B UNIT CIASDNO CONSTRUCTED MARKER RAT TAT SAME TIME. E.P. EDGE OF PAVEMENT A.P. ANGLE PONT [1ty7'4:allNl*eTIIa4& j main N 0'35'33" E - 124.28' 16+00- ___ "+- aF7/1 / "� 1� 3 P.L361 ga rmegg � i-vNNri Q ppN'Rm ��' 1../ m OR Iii O�iQ+T+m�+m41N WN�/1 (il fnN ao morin I LOWER PAR SEE WHITLORNE DRIVE (PRIVATE STREET) STA. 14+70.88 C.L. TO 15+94.28 C.L. SCALE: 1" = 40' HORIZONTAL 360 358 356 354 352 350 348 346 14+00 360 358 356 354 352 350 348 346 14+00 15+00 16+00 STA. 14+70.88 C.L. TO 15+94.28 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 346 16+50 15+00 16+00 STA. 14+70.88 C.L. TO 15+94.28 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 346 16+50 UPPER II i I 3 1 I N I � i I mi I I 2 1 I I 1 I I 1 I j I I 1 ` I 1 I � + I I 1 SEE SHEET 6 LEGEND (CONT.): 1 a SEE SHEET 5 I U i1 ■ 1 III 1 SHEET 4 I W z 4 Z JII� CJ Y:J W m SEE SHEET 3 ocs 30 31 -- F n ■ O m N �a rrj S Y Y W O I g s ~ ml �p 'R3- - RICHT TURN ONLY WI4-2" - NO OUTLET -7" - DOUBLE ARROW aI I 1 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ZtiU 3 IF V1 U VMro JJ I 4 r i m I ��r O N 0'35'33" E - 124.28' 16+00- ___ "+- aF7/1 / "� 1� 3 P.L361 ga rmegg � i-vNNri Q ppN'Rm ��' 1../ m OR Iii O�iQ+T+m�+m41N WN�/1 (il fnN ao morin I LOWER PAR SEE WHITLORNE DRIVE (PRIVATE STREET) STA. 14+70.88 C.L. TO 15+94.28 C.L. SCALE: 1" = 40' HORIZONTAL 360 358 356 354 352 350 348 346 14+00 360 358 356 354 352 350 348 346 14+00 15+00 16+00 STA. 14+70.88 C.L. TO 15+94.28 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 346 16+50 15+00 16+00 STA. 14+70.88 C.L. TO 15+94.28 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 346 16+50 UPPER II i I 3 1 I N I � i I mi I I 2 1 I I 1 I I 1 I j I I 1 ` I 1 I � + I I 1 PARKSHIRE STREET BROMSHIRE STREET LEGEND (CONT.): P,L 2 SEE SHEET 5 1 4 IS m PEMBERLEY PASSAGE AVENUE i1 ■ I ! SHEET 4 I --------s- z 4 Z JII� CJ Y:J W m SEE SHEET 3 ocs 30 31 -- F n ■ O m Nm LL I rrj S Y Y W O I g s ~ F m� 'R3- - RICHT TURN ONLY WI4-2" - NO OUTLET -7" - DOUBLE ARROW +8 H ISEE I 1 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE fR4-7' - KEEP RIGHT ,WI R81(CA)° - BIIO: LANE WI -6" - SINCE ARROW V1 U NN 20 I UFS JJ I m m �m O I 88 POINT OF INTERSECTION TP TOP OF PAVEMENT I I j I UW ■ I N I NN ! -- o gg 6 Rc © � P.O.C.. II m �> 19 P/L 5 ® STORM DRAIN MANHOLE - SECTION DESI(?lATIOIN: O (( J� UNIT TYPE III °INSTALL BOUNDARY CF IfADJACEN B UNIT CIASDNO CONSTRUCTED MARKER RAT TAT SAME TIME. E.P. EDGE OF PAVEMENT A.P. ANGLE PONT 1 1 1 Wv-i of REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT PHASE. F.O.C. P.A.F.L FACE Of CURB C/G CURB AND GUTTERSEC PARKING AREA FLOW UNE 7T �� 8 Q CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 11. -__- a FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0NN V' WNN CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL `3' CJ SHEET 71. EXISTING SURVEY MONUMENT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER WITHOUT I I CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK 1 JJ 1 i rcN �J g I X S H I R E DRIVE I PASSAGE g 11m h SH SHEET 4 NOTES, I I N I JJ M STANDARD ST -9. x LL4 /C[ <g FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® I fV SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY 10� ++ 9 ENGINEER, -0_ } s+s+ 7 HORIZONTAL 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. CONSTRUCT TYPE "M' MEDIAN CURB MTH 10' REVEAL PER STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 11) Jry! OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED 0.0. TO OOA STD. ST -2. E RZo''a AA BE COMPACTED TO 95% RELATIVE DENSITY PER C.D.B. STD, ST -9. 'A' WFdF CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. SID ST -5. C�NlA�O Rmga 3g ° I ' L ( EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ♦` _ __ _____ 3+ mcirc I. c3¢¢ min I 4 1 1 10+00- . 5 11+00"N 0'35 Nm n 1:2 i UPPER PARKSHIRE STREET SEE SHEET 5 360 358 356 354 352 350 348 346 10+00 -'n--Q --------- [_ ,n \ BROMSHIRE STREET LEGEND (CONT.): P,L 2 4 1 4 IS m PEMBERLEY PASSAGE AVENUE i1 ■ O CURVE NUMBER FOR WRVS DESCRIPTION m SHEET 4 I --------s- z 4 Z JII� CJ Y:J W m SEE SHEET 3 ocs 30 31 -- F n ■ O m Nm LL -i' - DO NOT ENTER *R26(CA)°.- NO PARKING ANY ME M4-1" - DEAD END rrj S Y Y W O I g s ~ F m� 'R3- - RICHT TURN ONLY WI4-2" - NO OUTLET -7" - DOUBLE ARROW +8 H ISEE I 1 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE fR4-7' - KEEP RIGHT ,WI R81(CA)° - BIIO: LANE WI -6" - SINCE ARROW V1 U NN 20 I UFS JJ I m m �m O I 88 POINT OF INTERSECTION TP TOP OF PAVEMENT I I j I UW ■ I N I NN I33 -- o gg 6 Rc © PARKING AREA 6' THICK CONCRETE- SEE DETAIL "4' ON SHEET IT. P.O.C.. POINT Gd CURVE FC FINISHED CONCRETE 19 P/L 5 ® STORM DRAIN MANHOLE - SECTION DESI(?lATIOIN: O (( J� UNIT TYPE III °INSTALL BOUNDARY CF IfADJACEN B UNIT CIASDNO CONSTRUCTED MARKER RAT TAT SAME TIME. E.P. EDGE OF PAVEMENT A.P. ANGLE PONT 1 1 1 Wv-i of REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT PHASE. F.O.C. P.A.F.L FACE Of CURB C/G CURB AND GUTTERSEC PARKING AREA FLOW UNE 7T �� 8 Q CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 11. -__- a FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0NN V' WNN CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL `3' CJ SHEET 71. EXISTING SURVEY MONUMENT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER WITHOUT I I CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK I JJ 1 i rcN �J g I X S H I R E DRIVE I PASSAGE AVENUE 1 ni mw m SEE SEE SH SHEET 4 NOTES, 11 SEE SHEET 3 JJ STANDARD ST -9. (PRIVATE STREET) FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY 10� TO 17+65.00 C.L. 9 ENGINEER, -0_ } s+s+ 7 HORIZONTAL 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. CONSTRUCT TYPE "M' MEDIAN CURB MTH 10' REVEAL PER STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 11) Jry! OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED 0.0. TO OOA STD. ST -2. E RZo''a AA BE COMPACTED TO 95% RELATIVE DENSITY PER C.D.B. STD, ST -9. 'A' 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. SID ST -5. Rmga ° 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS ' - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS UNIT BOUNDARY -V mm 15 P.L. mcirc c3¢¢ min N'nh �i P.L Nm NN 2 .oi 4 4 1 4 4 5.00' 12+00 S-13+00 s 14+00 S'N 0'35'33' E 300.00'-15+001 f s 76+00 -N �_ -----f - J - -R-- m-_-_-- - _ 0'35$3' E 750.00'-17+00 ,„ --n__ __ - i-- -'n--Q --------- [_ ,n \ II- LEGEND (CONT.): P,L 2 4 1 4 IS m 2 i1 ■ O CURVE NUMBER FOR WRVS DESCRIPTION m CONSTRUCT TYPE 'B' CURB &GUTTER PER C.O.B. STD ST -1 I --------s- z 4 Z JII� CJ Y:J W m m < ocs 30 31 -- F n ■ O m Nm LL -i' - DO NOT ENTER *R26(CA)°.- NO PARKING ANY ME M4-1" - DEAD END rrj S Y Y W O I g s ~ F m� 'R3- - RICHT TURN ONLY WI4-2" - NO OUTLET -7" - DOUBLE ARROW +8 H m 1 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE fR4-7' - KEEP RIGHT ,WI R81(CA)° - BIIO: LANE WI -6" - SINCE ARROW V1 U NN 20 I UFS JJ I m ■ ■ % d 1 J. ■ ■ Z LL1 0 1 LJJ Ld 0 LLI Of ILL. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+37.00 C.L. TO 17+65.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 346 18+00 V 10+00 11+00 12+00 13+00 14+00 15+00 STA. 10+37.00 C.L. TO 17+65.00 C.L. SCALE: 1" = 40' HORIZONTAL i" = 4' VERTICAL LEGEND: 4 I 4 W LEGEND (CONT.): CONSTRUCTION 2 4 1 4 IS m 2 i1 ■ O CURVE NUMBER FOR WRVS DESCRIPTION m CONSTRUCT TYPE 'B' CURB &GUTTER PER C.O.B. STD ST -1 V N --------s- 32'48'42"28200' -------- F' \� � I 3 7, -- __-� --_ -- F n ■ ETEVARON EVC END VERTICAL CURVE BEGIN CURB RETURN POINT OF INTERSECTION -i' - DO NOT ENTER *R26(CA)°.- NO PARKING ANY ME M4-1" - DEAD END O FACE OF CURB STATION - SEE TABLE O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ECR F U ■ 'R3- - RICHT TURN ONLY WI4-2" - NO OUTLET -7" - DOUBLE ARROW 1 m 1 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE fR4-7' - KEEP RIGHT ,WI R81(CA)° - BIIO: LANE WI -6" - SINCE ARROW I 1 JJ I m m �m O I 88 POINT OF INTERSECTION TP TOP OF PAVEMENT I I j I UW ■ I N I NN I33 -- o gg 6 Rc © PARKING AREA 6' THICK CONCRETE- SEE DETAIL "4' ON SHEET IT. P.O.C.. POINT Gd CURVE FC FINISHED CONCRETE P/L 5 ® STORM DRAIN MANHOLE - SECTION DESI(?lATIOIN: O (( J� UNIT TYPE III °INSTALL BOUNDARY CF IfADJACEN B UNIT CIASDNO CONSTRUCTED MARKER RAT TAT SAME TIME. E.P. EDGE OF PAVEMENT A.P. ANGLE PONT 1 1 1 Wv-i of REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT PHASE. F.O.C. P.A.F.L FACE Of CURB C/G CURB AND GUTTERSEC PARKING AREA FLOW UNE 7T �� 8 Q CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 11. -__- a FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0NN V' WNN CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL `3' CJ SHEET 71. EXISTING SURVEY MONUMENT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER WITHOUT I I CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK N(n BROE STREET C.O.B. STD. D-14 WINDS, UNLESS NOTED OTHERWISE g I X S H I R E DRIVE PEMBERLEY PASSAGE AVENUE SEE SEE SH SHEET 4 NOTES, 11 SEE SHEET 3 STANDARD ST -9. (PRIVATE STREET) FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. t2 SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY STA. 10+37.00 C.L. TO 17+65.00 C.L. ENGINEER, -0_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. SCALE: 1" = 40' HORIZONTAL 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. 13 CONSTRUCT TYPE "M' MEDIAN CURB MTH 10' REVEAL PER Z LL1 0 1 LJJ Ld 0 LLI Of ILL. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+37.00 C.L. TO 17+65.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 346 18+00 V 10+00 11+00 12+00 13+00 14+00 15+00 STA. 10+37.00 C.L. TO 17+65.00 C.L. SCALE: 1" = 40' HORIZONTAL i" = 4' VERTICAL LEGEND: LEGEND (CONT.) LEGEND (CONT.): CONSTRUCTION NOTES: FL ABBREVIATIONS FLOW UNE POVC POINT ON VERTICAL CURVE 16.17' FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. ST-19: TD. °R1_1• O CURVE NUMBER FOR WRVS DESCRIPTION m CONSTRUCT TYPE 'B' CURB &GUTTER PER C.O.B. STD ST -1 CL CENTERLINE BVC BEGIN VERTICAL CURVE 32'48'42"28200' _ STOP _ 'R6-1' - ONE WAY 55-2' - END SCHOOL ZONE "R5 �I(CA)- - END ITEM SIE 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 EIEV BCR ETEVARON EVC END VERTICAL CURVE BEGIN CURB RETURN POINT OF INTERSECTION -i' - DO NOT ENTER *R26(CA)°.- NO PARKING ANY ME M4-1" - DEAD END O FACE OF CURB STATION - SEE TABLE O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ECR PI END CURB RETURN PRC POINT OF REVERS: CURVATURE 'R3- - RICHT TURN ONLY WI4-2" - NO OUTLET -7" - DOUBLE ARROW NOTE: CONSTRUCT HANDICAP RAMP PER CAI -TRANS 2010 REVISED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE fR4-7' - KEEP RIGHT ,WI R81(CA)° - BIIO: LANE WI -6" - SINCE ARROW STANDARD PUN P.S.P. A88A-CASE A. F OR G -DETAIL 'S' ON SHEET 11. EC END CURVE TC RX' OF CURB 'M13-3' - SIGNAL AHEAD °WI -1" ' OI1�E ARROW PARKING AREA - SEE CONSTRUCTION NOTE 6. O CONSTRUCT 6" CONCRETE CURB WITH 12° TOTAL CURB HEIGHT PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT AND 6" REVEAL PER DETAIL "1' ON SHEET it. OF VERTICAL CURVE FC FINISH CONCRETE -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS © PARKING AREA 6' THICK CONCRETE- SEE DETAIL "4' ON SHEET IT. P.O.C.. POINT Gd CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY ® STORM DRAIN MANHOLE - SECTION DESI(?lATIOIN: O (( J� UNIT TYPE III °INSTALL BOUNDARY CF IfADJACEN B UNIT CIASDNO CONSTRUCTED MARKER RAT TAT SAME TIME. E.P. EDGE OF PAVEMENT A.P. ANGLE PONT REFER REFER TO SEWER & STORM DRAIN PLANS REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT PHASE. F.O.C. P.A.F.L FACE Of CURB C/G CURB AND GUTTERSEC PARKING AREA FLOW UNE 7T CONSTRUCT TYPE "A" CATCH BASIN `NTH 3.5' OPENING PER �� 8 Q CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 11. Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. A CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL `3' CJ SHEET 71. EXISTING SURVEY MONUMENT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER WITHOUT 2 SIFT WHERE SECTION IS SIIOYM 10 O CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK 0 FURNISH & INSTALL STREET SINN PER C.O.B. STD. T-1. C.O.B. STD. D-14 WINDS, UNLESS NOTED OTHERWISE SPECIFICATIONS ON PROPOSED STD. ST -6. CONSTRUCT 12' WIDE CROSS GUTTER PER CITY OF BAKERSFIELD s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES, 11 STANDARD ST -9. } FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. t2 SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER, -0_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. ® SEVER CLEANOUT REFER TO SEWER At STORM DRAIN PLANS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. 13 CONSTRUCT TYPE "M' MEDIAN CURB MTH 10' REVEAL PER STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 11) - OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED 0.0. TO OOA STD. ST -2. E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER s ■ r a ®■ ® TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.D.B. STD, ST -9. 'A' 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. SID ST -5. C.O.B. STD. ST -14. 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS UNIT BOUNDARY PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE 15 EXISTING PROTECT IN PLAN: 16 EXISTING CURB & CUTTER TO BE REMOVED 17 FURNISH & INSTALL 1 EA. 2" AND 1 EA 1-1/2' BUNK CONDUIT PIPE. 18 FURNISH & INSTALL 2 EA. 1-1/2" BLANK CONDUIT PIPE 16+00 17+00 CURVE TABLE RADIUS LENGTH TANGENT DELTA 32.00' 16.17' 6.26' 28'5115' m 300,00' 171.80' 88.33' 32'48'42"28200' 161.49' 83.03' 32'48'42° SCALE: 1" = 40' 4d 20' 0' 40' 80' 18+00 V kall • & Know what's below. Call before you dig. BROMSHIRE STREET SEE SHEET 4 362 360 358 356 354 352 350 348 346 9+00 (PRIVATE STREET) STA. 9+58.68 G.L. TO 14+32.71 C.L. SCALE: 1" = 40' HORIZONTAL 362 360 358 356 354 352 350 10+00 11+00 12+00 13+00 14+00 STA. 9+58.68 C.L. TO 14+32.71 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 362 360 358 356 354 352 350 348 346 15+00 348 9+00 eeBsEdeIlotS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE EVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PAL PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW LINE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT I+ FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER CO.B. STD. T-1. .�_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL 'S" ON BEET 11) E_ FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 10+00 11+00 12+00 13+00 14+00 STA. 9+58.68 C.L. TO 14+32.71 C.L. SCALE: i" = 40' HORIZONTAL 1" = 4' VERTICAL 362 360 358 356 354 352 350 ' 348 15+00 LEGEND CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-19: "R1-1" - STOP ^SS LEGEND (CONT.): Oj CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCTION O NOTES: CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. S70 ST -1 TOC ELEV. "R6-1" - CYE WAY -2' - END SCHOOL ZONE ITEM OF WORK - SEE SCHEDULE 2 O CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. SID ST -6 352.22 R5-`" DO NOT ENTER "W14-1` - DEAD END iR26 CA " - NO PARKING ANYTIME " 1 FACE OF CURB STATION - SEE TABLE ❑ O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 351.97 'R3 -5R' - RIGHT TURN ONLY W1-7' - NO WRET "R4-7" 'W1-7- - DOUSE ARROW NOTE., ® CONSTRUCT HANDICAP RAMP PER CALIRANS 2010 REVISED 351.90 - KEEP RIGHT "R81(CA)' - BIKE LANE "WI -6" - SINCE EDW P.R.C. STA. 12+8&10 C.L, 15.0D LT. STANDARD PLAN R.S.P. ARBA -CASE A. FOR G - DETAIL'S' ON SHEET it. 351.80 "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW E.C. STA. 12+95.24 CL, 18,00 LT. PARKING AREA - SEE CONSTRUCTION NOTE 6. O CONSTRUCT CONCRETE CURB WITH 12" TOTAL CURB HEIGHT "1" B.C. STA. 13+34.00 C.L, 18.00 LT. I STA. 13+37.25 F.O.C. 351.97 7 E.0 A SHEET AND 6" REVEAL PER ---11. o STORM DRAIN - REFER TO SEWER & STORM DRAIN PIANS e CD ET PARKING AREAff))RR6' THICK CONCRETE- SEE DETAIL '4' INV SHEET ii. ICK CO TE STA. 13+34.00 F.O.C. STORM DRAIN MANHOLE - O � INSTALL & TYPE III BARRICADE WITH OM4-3 MARKER At UNIT 0 REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: O BOUNDARYT IF AD T THE. SAME TIME. CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER O TIH CUNT TRSIGN AND SIAL SIGN OFADJACENTTRUEDAT CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "Y ON SHEET 11. C.O.B. SID. D-14, UNLESS NOTED OTHERWISE O CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3' ON SHEET 11. ® CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER 2 CONSTRUCT 5' WADE MEANDERING SIDEWALK PER C.O.B. SIDEWALK C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE SHUR WHFRE SECTION IS SHOM 10 O SPECIFICATIONS ON PROPOSED STD. ST -6. CONSTRUCT 12' WIDE GROSS GUTTER PER CITY OF BAKERSFIELD - s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: it STANDARD ST -9. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN SAWNIT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. PLANS AND DETAILS 12 ENGINEER. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. 13 CONSTRUCT TYPE 'M" MEDIAN CURB NTH 10" REVEAL PER OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.0 TO C.O.S. SID. ST -2 I� TRACT BOUNDARY BE COMPACTED TO 95% RELADVE DENSITY PER C.O.B. SIO. ST -9. "A" 14 CONSTRUCT 5 ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STO ST -5. N 3. ALL CATCH BASINS TO BE TYPE 1WTH 3.5' OPENINGS UNIT BOUNDARY PER C.O.E. STD. D-14, UNLESS NOTED OTHERWISE. 15 EXISTING PROTECT IN PLACE 16 EXISTING CURB & GUTTER TO BE REMOVED 17 FURNISH & INSTALL i EA. 2" AND 1 EA. 1-1/2' BLANK CONDUIT PIPE < 0 I$ FURNISH & INSTALL 2 EA. 1-1/Y BLANK CONDUIT PIPE RISBOROUGH COURT FOC TABLE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1 EC. STA. 10+64.93 C.L, 18.00 LT. STA. 10+64.93 F.O.C. 352.22 2 B.G. STA. 11+62.68 C.L, 1&00 LT. STA. 11+62.67 F.O.C. 351.97 3 P.R.C. STA 11+69.82 CL, 15.00 LT. STA. 11+70.63 F.O.C. 351.90 4 P.R.C. STA. 12+8&10 C.L, 15.0D LT. STA. 12+9054 F.O.C. 351.80 5 E.C. STA. 12+95.24 CL, 18,00 LT. STA. 12+98.49 F.O.C. 351.87 6 B.C. STA. 13+34.00 C.L, 18.00 LT. I STA. 13+37.25 F.O.C. 351.97 7 E.0 STA. 10+44.90 CL, 1&00 RT. STA 10+44.90 F.O.C. 352.25 e B.C. STA. 13+34.00 CL, 18.00 RL STA. 13+34.00 F.O.C. 351.97 LINE TABLE LINE g LENGTH BEARING -1 10.00 SEW 24' 27.00"E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 4200' 197.86' 4206' 2695442' C2 42.00' 199.21' 4073' 271'45'14' C3 37.00' 22.37' 11.54' 343808' C4 37.00' 35.70' 19.37' 5516'35" C5 25.00' 39.27' 2500' 900000' C6 1 10.00' 7.95' 4.20' 453423" C7 37.06 29.63' 15.66' 4652'37- SCALE: 1" = 40' 40' 20' O' ,s 40' 80' N �ry g® O VU a 16 Know what's below. Call before you dig. CITY RECORDS NO: ,s N� s N �ry g® O VU Z� 5= N V a O M a rn O 2 u0 U � O Z W I a o W U M O � N m �>1 O m z 0 N < 0 GJ Z Q IL 0 Z cr C) y Z O � U LLI W � e iceO � R �93c B W lu O I T 07 F U. 0 N CI 12' EXPANSION JOINT AT SIDEWALKS CONCRETE WALK, 6' WHERE OCCURS ^. FINISH CdRADE I CRETE IN ---- - -- =1/2 m IN PARKING AREAS � (SEE DETAIL 4 THIS SHEET) CLASS "B" CONCRETE (5 SACK) . 1 EXPANSION JOINTS EA 30' ° - WEAKENED PLANE JTS EA 15' - POUR ON COMPACTED SUBGRADE F I DETAIL "1" 6" CONCRETE CURB N.T.S. 30' 1 30' KING w runt F.i LANE w PARKING LANDSCAPE SIDE - z a w l FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'RI -1" - STOP z LK AREA WALK z OF SIDEWI FRONT 'R6-1' - ONE WAY 'S5-2' - END SCHOOL ZONE 'W31 CA " - ENO (,) PLATFORM (LANDING) AS SHOWN IN CASE A. THE Q ITEM O WORK -SEE SCHEDULE 2 6" a 6' I.% MIN. I ISIS IAN. fes. 1.SS MN. I lad WN) SIDEWALK a 2% MAX. -0.20' A.C. PAVING 0.45' AGG. BASE 0.50' COMPACTED SUBGRADE 0 95X REL DENSITY. STREET SECTION A SCALE: i"=10' (PRIVATE STREET) WMSP EXHIBIT 4-19 TI=4.5 R=43 90' RIGHT OF WAY SIDE- z w z SIDE- WALK WALK LANDSCAPE LANDSCAP rnl DSCAPE 2% AREA o �, o AREA 2% AREA MAX. 2% r. vx �z LL SIX MAX. 2% F TYPE "B" AC. PAVING BASE STREET SECTION PEMBERLEY PASSAGE AVENUE SCALE:1"=10' (PRIVATE STREET) WMSPEXHIBIT 4-19.1 TI =4.5 R=43 //I _CENTERLINE STORM DRAIN UP CURB AND GUTTER uwoscAPE SIDEWALK CENTERLIE STOR NM DRAIN W 6' WHO TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. DETAIL "2" TYPICAL CORNER N.T.S. m SIDEWALK 4 1.5% LEGEND (CONT.): CURB RAMPS TO WALKS, GUTTERS, AND STREETS STERNBERG LEGEND (CONT.): AX� NOTES: E °I zMAX FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'RI -1" - STOP FRONT ED LK y, CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -I CL OF SIDEWI FRONT 'R6-1' - ONE WAY 'S5-2' - END SCHOOL ZONE 'W31 CA " - ENO (,) PLATFORM (LANDING) AS SHOWN IN CASE A. THE Q ITEM O WORK -SEE SCHEDULE 2 6" ELEV 6' EDGE LK SIDEWALK TYP � SPECIFICATIONS. Bpi BEGIN CURB RETURN PI POINT OF INTERSECTION END "RZ6(CAI - NO PARKING ANYTIME 'WWi4 Y _ DEAD 4. AS SITE CONDITIONS DICTATE, THE RETAINING a O INSTALL 6iREET SIGN PER C0.6. STANDARD DETAIL T-1. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE POSITION. NO "R3 -5R - RIGHT TURN ONLY "WI -7" - DOUBLE 7�W 'R4-7" 5. IF LOCATED ON A CURVE, THE SIDES OF THE NOTE: zzw < RETAIN( THoo BEGIN CURVE PCC POINT OF COMPOUND CURVATURE WIDTH OF THE RAMP SHALL BE 4'-2". - KEEP RIGHT •WI 6' _ SINGLE �CUW 'RBI(CA)' - BIKE LANE a CURB CURB (B( m STANDARD PLAN R.S.P. ABBA-CASE A, F OR G - DETAIL '5' ON SHEET 11. EC END CURVE TC TOP OF CURB URB SIDES bF TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. PARKING AREA - SEE CONSTRUCTION NOTE 6. O RAMP) 4'-4 MIN RETAINING CURB A SEE NOTE 9 CASE G P ON AND 6" REVEAL PER DETAIL "1' ON SHEEEE T 11. 4I7:. IA SEE NOTE 9 CASE A CASE F GUTTER FLOWLINE TOP O RAMP ROUN DEDS 4'-2" MIN 7.SX MAX 1.5% MAX •-i sEE MOTE 8 SECTION A -A LOT SIDE 5' SIDE+ ALX�P� 5 R=10' R=10' j P � 1 a .-.e._ 5 P.A.F.L. - - I q PRIVATE STREET DETAIL "3" TYPICAL BULGE N.T.S. SIDEWALK } 1.5% I LEGEND (CONT.): CURB RAMPS TO WALKS, GUTTERS, AND STREETS STERNBERG LEGEND (CONT.): AX� NOTES: E rzM 5214FP14 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'RI -1" - STOP FRONT ED LK y, CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -I CL OF SIDEIY/ FRONT 'R6-1' - ONE WAY 'S5-2' - END SCHOOL ZONE 'W31 CA " - ENO (,) PLATFORM (LANDING) AS SHOWN IN CASE A. THE Q ITEM O WORK -SEE SCHEDULE 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. SID ST -6 ELEV 6' EDGE LK SIDEWALK CONFORM TO THE REQUIREMENTS IN THE STANDARD RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. Bpi BEGIN CURB RETURN PI POINT OF INTERSECTION END "RZ6(CAI - NO PARKING ANYTIME 'WWi4 Y _ DEAD 4. AS SITE CONDITIONS DICTATE, THE RETAINING 1� FACE OF CURB STATION - SEE TABLE O INSTALL 6iREET SIGN PER C0.6. STANDARD DETAIL T-1. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE POSITION. NO "R3 -5R - RIGHT TURN ONLY "WI -7" - DOUBLE 7�W 'R4-7" 5. IF LOCATED ON A CURVE, THE SIDES OF THE NOTE: zzw < � THoo BEGIN CURVE PCC POINT OF COMPOUND CURVATURE WIDTH OF THE RAMP SHALL BE 4'-2". - KEEP RIGHT •WI 6' _ SINGLE �CUW 'RBI(CA)' - BIKE LANE a AX°mI /;TZ m STANDARD PLAN R.S.P. ABBA-CASE A, F OR G - DETAIL '5' ON SHEET 11. EC END CURVE TC TOP OF CURB URB "W3-3 - SIGNAL AHEAD "WI -1" - CURVE ARROW TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. PARKING AREA - SEE CONSTRUCTION NOTE 6. O CONSTRUCT 8' CONCRETE CURB TOTAL CURB HEIGHT 4'-4 MIN RETAINING CURB A SEE NOTE 9 CASE G 1.67" TO 2.3 A(0 0 QO R' CENTER TOTOP DIOP 611 A CENTER SPACING RAISED TRUNCATED BASE"DIA O� DOME PATTERN (IN-LINE DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 10) CURB RAMP - DETAIL 1$5" IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A SCALE: NONE CASE "A" OR "G" CURB RAMPS TO BE USED ON COLLECTORS AND ARTERIALS. • CASE 'F- CURB RAMPS TO BE USED ON ALL LOCAL STREETS. LEGEND: I UGHT POST LEGEND (CONT.): CURB RAMPS TO WALKS, GUTTERS, AND STREETS STERNBERG LEGEND (CONT.): CONSTRUCTION NOTES: FL AffiffidATONS FLOWLINE POVC POINT ON VERTICAL CURVE 5214FP14 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'RI -1" - STOP AT MID BLOCK LOCATIONS, AS SITE CONDITIONS Oi CURVE NUMBER FOR CURVE DESCRIPTION DICTATE. CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -I CL CENTERUNE BVC BEGIN VERTICAL CURVE IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" 'R6-1' - ONE WAY 'S5-2' - END SCHOOL ZONE 'W31 CA " - ENO (,) PLATFORM (LANDING) AS SHOWN IN CASE A. THE Q ITEM O WORK -SEE SCHEDULE 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. SID ST -6 ELEV ELEVATION EVC END VERTICAL CURVE RS -1" - DO NOT ENTER 3. WHEN RAMP IS LOCATED IN CENTER OF CURB CONFORM TO THE REQUIREMENTS IN THE STANDARD RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. Bpi BEGIN CURB RETURN PI POINT OF INTERSECTION END "RZ6(CAI - NO PARKING ANYTIME 'WWi4 Y _ DEAD 4. AS SITE CONDITIONS DICTATE, THE RETAINING 1� FACE OF CURB STATION - SEE TABLE O INSTALL 6iREET SIGN PER C0.6. STANDARD DETAIL T-1. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE POSITION. NO "R3 -5R - RIGHT TURN ONLY "WI -7" - DOUBLE 7�W 'R4-7" 5. IF LOCATED ON A CURVE, THE SIDES OF THE NOTE: RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE WIDTH OF THE RAMP SHALL BE 4'-2". - KEEP RIGHT •WI 6' _ SINGLE �CUW 'RBI(CA)' - BIKE LANE 12 DETECTABLE WARNING SURFACES MAY HAVE TO ® STANDARD PLAN R.S.P. ABBA-CASE A, F OR G - DETAIL '5' ON SHEET 11. EC END CURVE TC TOP OF CURB WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO "W3-3 - SIGNAL AHEAD "WI -1" - CURVE ARROW TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. PARKING AREA - SEE CONSTRUCTION NOTE 6. O CONSTRUCT 8' CONCRETE CURB TOTAL CURB HEIGHT PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT P ON AND 6" REVEAL PER DETAIL "1' ON SHEEEE T 11. OF VERTICAL FC FINISH CONCRETE -- 0 STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS © PARKING AREA 6' THICK CONCRETE- SEE DETAIL '4' ON SHEET 11. P.O.C. CWRVS PANT CURVE FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY STORM GRAIN MANHOLE - INSTALL W31 CAITRSIGN & TYPE III BARRICADE MATH OM4-3 MARKER AT UNIT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT ® REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATKN: O BOUNDARY ACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TME. F.O.C. P.AFL FACE OF CURB C/G CURB AND GUTTER PARKING AREA FLOW LINE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER SECIWN l TIIER O REMOVE AND SALVAGE SIGN WIN CONSTRUCTION O ADJACENT PHASE. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL '2' ON SHEET 11. ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. A _ _ _ _ _ _ _ 'z O CONSTRUCT TYPICAL STREET 6ULGE - SEE DETAIL '3" ON SHEET 11. EXISTING SURVEY MONUMENT ® CONSTRUCT TYPE "A' CATCH BASIN N91H 3.5' OPENING PER C.0.8. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. SHEET m9m SECTOR R SwOIRH TO ? MDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK IG S�CIFFIICATTIO14S ON PROPOSED STD. 6. -p- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. TT CONSTRUCT 11' WIDE CROSS GUTTER PER CITY OF BAKERSFIEID s- SEWER -REFER TO EWER &STORM DRAIN PLANS M5 STANDARD ST -9. 1_ FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS T2 SAWWT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY T ENGINEER. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. ® SERER CLEANOUT - REFER TO SEWER &STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE "" A.C. B t3 CONSTRUCT TYPE "M' MEDIAN CURB MATH 10' REVEAL PER STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 11) OVER 0.45' AGGREGATE BASE OVER O.SO COMPACTED O.G. TO C.O.EL SID. ST -2. ...ED FURNISH & INSTALL STREET UGHIT-9500 LUMEN PER N N s a • N www TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "A" 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -5. C.O.B. STD. ST -14. & ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS Az- -=b°' UNIT BOUNDARY PER C.O.B. STD. D-14, UNLESS NOTED OTHERYASE. cr 00) TS EXISTING PROTECT IN PLACE 2' PROPOSED A. C. PAVING SEE STREET CROSS SECTION '. 2' 0.50' TIDE "A" CONC.-I 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL "4" PARKING AREA FLOWLINE N.T.S. SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE I UGHT POST FIXTURE CURB RAMPS TO WALKS, GUTTERS, AND STREETS STERNBERG STERNBEIIG 14' BARRINGTON POLE OLD TOWN 8. COUNTER SLOPES OF ADJOINING GUTTERS AND 5214FP14 A850SRLED NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. NOTES: 6" CONCRETE CURB SEE DETAIL 1 30" BASE SLAB C.O.B. ST -14 W x 18'x 3" d IHOR BOLTS (4)W x18" x3" 3 ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE STREET LIGHT - DETAIL "6" SCALE: NONE 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH 7. THE ADJACENT SURFACES AT TRANSITIONS AT CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS, AND STREETS INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL A AND B. THE CASE OF CURB RAMPS USED IN \ DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 8. COUNTER SLOPES OF ADJOINING GUTTERS AND THROUGH CASE G CURB RAMPS ALSO MAY BE USED ROAD SURFACES IMMEDIATELY ADJACENT TO AND AT MID BLOCK LOCATIONS, AS SITE CONDITIONS WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT DICTATE. EXCEED i" OF DEPTH FOR EACH 2'-0" OF WIDTH. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 9. CURB RAMPS SHALL HAVE A DETECTABLE IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" WARNING SURFACE THAT EXTENDS THE FULL WIDTH PLATFORM (LANDING) AS SHOWN IN CASE A. THE AND 3' DEEP STARTING FROM THE BACK OF THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0' WIDE DETECTABLE WARNING CASE B. OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACES SHALL 3. WHEN RAMP IS LOCATED IN CENTER OF CURB CONFORM TO THE REQUIREMENTS IN THE STANDARD RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. SIMILAR TO THAT SHOWN FOR DETAIL B. 10. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 4. AS SITE CONDITIONS DICTATE, THE RETAINING 3.5' MINIMUM. CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL POSITION. OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF 5. IF LOCATED ON A CURVE, THE SIDES OF THE THE CURB RAMP ELL BE RELOCATED OR ADJUSTED RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. WIDTH OF THE RAMP SHALL BE 4'-2". 12 DETECTABLE WARNING SURFACES MAY HAVE TO 5. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY BE CUT TO ALLOW REMOVAL OF UTILITY COVERS FROM A MAXIMUM OF 9% AT CURB TO CONFORM WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO AND DEPTH. TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. Know what's beim. Call before you dig. 'i m o m M n \ jQ o Z aD U � V z 0 1 Q J $ 3 w U M w S m w m N � r P 0 M5 CCS O $ is Uj -10 Q, O cr 00) +T iJ2 CCS � T 0=D T 1F