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Home My WebLink About1.1-7354 Ph 1 & 2 Record DrawingPG&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 —UTILITIES 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 LINE 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 CALIFORNIA GAS CO. TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 3', OR MORE THAN 7', OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PERSONNEL SHAH BE ON STANDBY WHEN CONSTRUC11ON 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. RISBOROUGH COURT 11. STREET SECTIONS & DETAILS CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA a m a 0 9 0 A& VESTING TENTATIVE TRACT 7354 UNIT 1 & 2 27 I 26 29 i 30 i 31 j 32 3434 STOCKDALE T. 30 S., o R. 26 E. y�Cy as 1 �9y 0 0 2 Ir P T OJECT SIUJI MING AVENUE 7% GOM it 5m 0 o cn 11 2 0 ir W Q 9 �0 6z?3 15 cn WHITE LANE a z w m 14 0 13 cn OUTHERN PACIFIC RAILROAD VICINITY MAP NO SCALE 26 25 1 24 10 9 8 7 — 65 4 3 2 , 7 �f 23 1 1 11 12 1 13 14 1 15 16 1 17 18 1 19 20 S 22 _ _ _i 1 CNOT A PART? _ 9 U N I?T3' 1 21 P8 27 ( 26 25 24 1 23 22 21 9 � lilt 20 �t011SHRRE STREET29 li$ L. , 30 1 3, 3z 33 .34 35 36 4 ,0 L 170� 1 10 9 Z W __-- __ I 1 F � — — \\ 13 12 1 11 1 �' 16v 11 6 ---- — — � 14 12 i , IL 7 i 14 13 ! '� 6 1 5 GATE GLENN UNt t i 6 5 4 3 2; 1 3_ \ 9 � to I1 I Tf12 1 1 1 12 32 2 3I4 1 516 17 4 31 ® ; 25 ' 25 24 23 22 21 30 1 20 1 26 1 27 25 8 ) 25 19 / \ 1 is 3 - - w PRIME PARK — LS. Lai �� SLOT 1 \ , / 16 / t - 2 ! 3 4 LOWER 8..c s7nw 24 LIST OF MATERIALS 1S �� / 15 / I — `` 14 j 6 14 19 \ / 13 / ` 15 23 20 12 � \ 27 � / �, / ,6 1 ,7 I ,8 9 1 1 22 \\ 13 ITEM UNIT UNIT 1 UNIT 2 TOTAL 22 r 1 1 I I 21 _ — A.C. PAVING TONS 1529 590 2119 23\ _ _12 24 CL. II AGG. BASE CUYD 1757 678 2436 25 7 / ' SUBGRADE PREPARATION CUYD 1953 754 2706 26 27 r 5 j 2 10 4 / 4 4 9 / CONCRETE PARKING SUBGRADE CUYD 454 193 647 ` \29 \��\` \ 3 ® �`�w,$ 6 CONCRETE PARKING AREA SQFT 24539 10421 34960 3143 ''�� 6 32 6" CURB &GUTTER LF 4067 1113 5180 33 7 6 r 42f 4, 7 j � � � — 6" CURB LF 4202 2051 6253 34 Q .4b, r 40 39 SIDEWALK SQFT 5122 5929 11051 \ / \ ` A / /� 37 35 6 HANDICAP RAMPS EA. 30 4 34 5\ 14 1` l 33 STANDARD STREET NAME SIGNS EA. 12 2 14 NOTE: 4 3 �/' 16, TEMPORARY FLOWAGE &DRAINAGE O 5800 LUMEN STREET LIGHTS EA. 8 4 12 BLANKET EASEMENT FOR ENTIRE SITE 2 1 / 17 _32 _ PER DOC. # 219008716 MONUMENT ENCASEMENTS EA. 19 4 23 31 TRAFFIC CONTROL SIGNS EA. 3 1 4 LOCAL STREETS LF 3847 1218 5065 PROJECT MAP SCALE: 1 "=200' ® SHEET NO. INDEX 15 16 17 16 t� (I 19 20 21 22 Q jQ. 23 24 11 z 2 25 a ] 26 27 26 1 29 r 30 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, i b, THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS CJ OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. P I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE�S10 PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED I DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS AND 1I o SUBMITTED TO THE CITY ENGINEER. ROVED BY: -/bLAINE NEPTUNE 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 R.C.E. NO. 61069 DA REVIEWED BY: 1 � STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR DATE: R.C.E. NO. 44898 REVIEWED BY: 1.11 Ity 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) 0Ij z � ter._ 'F PH �y Know what's below. Call before you dig. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST-1, ST-2, ST-3, ST-4, ST-6, ST-7, ST-9, ST-10 ST-11, ST-13, ST-14, ST-19, D-14, D-16, T-1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.45' AGGREGATE BASE (PER NOTE 16) OVER 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST-13. OO TO BE INSTALLED OO EXISTING 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -4- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' POST TOP PER DETAIL "6" ON SHEET 5. -E9- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST-1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION, 811. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST-22. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. 21. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATION WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NO. 5F15C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 23. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAPS IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 24. INSTALL RAISED BLUE MARKERS IN STREETS AT ALL FIRE HYDRANT LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS. 25. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 26. ANY ITEMS IN PUBLIC RIGHT -OF WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 27. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 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 WHERE THE MAXIMUM SLOPE SHALL BE 27o. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 29. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY MAINTAINED. 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 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. 31. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. 32. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL - A. A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STPARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK"........ WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATMENT BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. NOT USED. 22. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. LEGEND: ,ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR 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 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 PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EOGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB ANO GUTTER P.A.F.L PARKING AREA FLOW LINE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 0_ FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. (SEE DETAIL "6' ON SHEET 11) FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.D.B. STD. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LEGEND (CONT. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP 'S5_2" - END SCHOOL ZONE 'R6-1" - ONE WAY "W31(CA)' - END "R5-1' - DO NOT ENTER "W14-1" -DEAD ENO "R26(CA)' - NO PARKING ANYTIME „ „ - NO OUTLET "R3-5R' -RIGHT TURN ONLY " W14-2 , *R4-7* - KEEP RIGHT- DOUBLE ARROW "R81(CA)" - BIKE LANE "W1-6' - SINGLE ARROW "W3-3" - SIGNAL AHEAD 'W1-1' - CURVE ARROW STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STORM ORAIN MANHOLE - REFER TO SEWER & STORM ORAIN 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 UNIT BOUNDARY APARKING 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: SECTION LETTER _2 MEET WHERE SECTION IS SHOWN NOTES: 1. SEE SEWER AND STORM ORAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE Q20' TYPE "B" A.C. OVER D.0 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: QCONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. STD ST-1 CONSTRUCT 5' DETACHED STANOARO TYPE SIDEWALK PER C.O.B. STD ST-6 INSTALL STREET SIGN PER C.O.B. STANDARO DETAIL T-1. CONSTRUCT HANOICAP RAMP PER CALTRANS 2010 REVISEO STANDARD PLAN R.S.P. A88A-CASE A. F OR G - OETAIL "5" ON SHEET 11. QCONSTRUCT 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 III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF AOJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ® 2" CONSTRUCT TYPICAL STREET CORNER - SEE OETAIL " ON SHEET 11. CONSTRUCT TYPICAL STREET BULGE - SEE OETAIL "3" ON SHEET 11. 10 CONSTRUCT 5' WRITE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST-6. 11 CONSTRUCT 12' NOE CROSS GUTTER PER CITY OF BAKERSFIELD 0 STANDARD ST-9. 12 SAWCUT EXISTING E.P. 2' BACK OR AS OIRECTED BY CITY ENGINEER. 13 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST-2. 14 CONSTRUCT 5' ATTACHED STANOARO TYPE SIDEWALK PER C.O.B. STD ST-5. 15 EXISTING PROTECT IN PLACE 16 EXISTING CURB & GUTTER TO BE REMOVED 17 FURNISH & INSTALL 1 EA. 2" AND 1 EA. 1-1/2" BLANK CONOUIT PIPE. 18 FURNISH & INSTALL 2 EA. 1-1/2' BLANK CONDUIT PIPE. 19 PAINT 12" WOE BROKENWHITE LINE WITH 3' STRIPE PER 3' GAP 20 PAINT 8' WOE SOLID WHITE LINE 21 PAINT 18" WIDE WHITE CONTINUOUS LINES FOR PEDESTRIAN CROSSWALK O PAINT 12" WIDE WHITE CONTINUOUS LINES FOR PEDESTRIAN CROSSWALK CONSTRUCT ISLAND PASSAGE WAY WITH 2" NOE DETECTABLE WARNING SURFACE ON 23 4' CONCRETE WALKWAY. EXISTING SIDEWALK TO BE REMOVED & REPLACED 7 IVA& PUBIUC LIMITS F.X. E.P. { EXISTING MEDIAN CURB _ - } TO BED REMOVED I EXISTING SIDEWALK TO BE REMOVED & REPLACED PRIVATE PUBLIC UMI A SPUTTER ISLAND "A" 2 SCALE: 1 "=10' ♦ PRIVATE & I'UBUC LIMITS �,N1h C13 i r-� f� I � 12 ► EXISTING MEDIAN j20TO BE REMOVED _ 13 15 '. �L1 15 ► ► i t ► ' C?0,31 E)L E.P. ¢ 'ju i 1 Nm 1 Q� ► ► x ► ► ' ► ► i 1 ► m� NNI 0064 cv 1 ►� ► MEDIAN CURB TABLE REF. NO. DESCRIPTION CL STATION & OFFSET T.P. ELEV, TOC ELEV. El P.C.C. STA.26+87.09 C.L., 5.00 LT 356.66 357.16 a2 P.R.C. STA.26+88.08 C.L, 3.86 LT. 356.68 357.18 E3 P.R.C. STA.26+87.33 C.L., 4.05 RT. 356.64 357.14 a P.R.C. STA.26+86.32 C.L, 5.DO RT. 356.63 357.13 ❑5 B.C. STA.26+98.37 C.L, 5.12 RL 356.79 357.29 P.C.C. STA.26+97.42 C.L, 4.09 RT. 356.80 357.30 �7 P.C.C. STA.26+98.12 C.L., 4.14 LT. 356.78 357.28 8 E.C. STA.26+99.D1 C.L, 5.00 LT. 356.72 357.22 9 B.C. STA.27+11.61 C.L, 6.38 LT. 356.65 357.15 10 E.C. STA.27+14.93 C.L., 3.72 LT. 356.6D 357.10 11 B.C. STA.27+16.13 C.L, 7.10 RT. 356.39 356.89 12 P.R.C. STA.27+14.81 C.L. 8.10 RT. 356.45 356.95 SCALE: 1 " = 20' 20' 10' 0' 20' 40, CURVE TABLE CURVE RADIUS LENGTH TANGENT OELTA C1 65.00' 1.16' 0.58' 1'01'06" C2 40.OD' 39.79' 21.72' 57'00'O7" C3 1.00' 1.52' 0.95' 86'51'02" C4 1.00' 1.55' 0.98' 8936'48" C5 1.00' 1.91, 1.41' 109'29'29' C6 60.OY 16.55' 8.33' 15'48'21' C7 3.00' 4.77' 3.05' 91'0110" C8 1.00' 1.34' 0.80' 77'02'05" C9 85.DO' 8.26' 4.13' 5'34'D2" C10 95.00' 7.96' 3.98' V47*53" C11 1.00' 1.71' 1.15' 97'5l'33" C12 60.D)' 44.49' 23.32' 42'29'12" C13 65.00' 5.08' 2.54' 428'35" W w; , War ; Know what's below. Call before you dig. BIXSHIRE DRIVE SEE SHEET 9 J mcqt ' 1Z >CQt"Q1i - V J"{�0o oL_ri 1 pU .,. J\t0 1 gUJN�O O WJN~° n W �UF- •- Q WWji! N t� + v-1. VZ U �Oc L7O dL-Lqtota,Qipr �w of UJ moJ J 1^ Li? 6 CO ++ c>} rN , Jp�'Zv.O�JZn�vi o am � iiW�^ NnZ 0m8 W J N m ++ LI oco LLJ +SUJgrnH'_gfiLr _o+�LipUilt' Ac 0V It m U i'n^� x h�' c�' c~ifc~ifzo mmNm++ v<o Cis c~nc~nzo L P Ui L'' mmm0'ni too �m t0 _ 6 C cn c4 n Q m 2 C2 C2 C3 --- CO i u 5 6 C2 + s 13 ----,_ _ .................... 00'' 4 ..i o �,O PL u r` i� w 4 3 4 -- Q av14 Cj cJi NO -C,40 mLC O CU N pp L7 r� 0 J I L"- ZMM, v JO Z v -,F N og-j NN J'(itM�� p> A N '^ 7. Q+Q+',SU,�S INQ,1If LU ip 0 1 L-.:�O, I rna-' oc 00 00 QW J in 34 Lc t , mO ++fn �8 ma-_rn cn W � BIXSHIRE DRIVE cn I SEE SHEET 9 362 360 358 356 354 352 350 348 346 t 1 11 ' J t 0 1 P.L P ►= 0 N O D co � 'g gj N +cot N N --73 4> 24 P.R.C. 'MATCH EXISTING C&G F.L. -1 c STA. 27+38.66 C.L 45.84 LT. = i� o ro N STA. 27+54.03 F.L !%, i - PI-2 + i \ LO rn cJi STA•27+35.34 C.L 42.27'.. = j tij \ 15 z N STA. 27+48.96 F.L. 1 d rn! E.C. B.C.R. : 25.00 LT.> ;E Cj cfLh 1 + + _ 26+97F L > 23 1 / 1 Ln � N �f �!? C22 ' � I TRACT BOUNDARY 6 �/7777�19 �� z STA. 26+8261 C L / 1; I �$ 35 I _ -- - 0 _ I -- - C20 - 1 28+0 cr 26�� 7 ` 37 1 t � UP I ` a 38 C16 19 19 13 1 p�1YpfE�pllfiilC -3P C21 t, `J� r I *JMWiS C24 m 1 t 1 I v 0) , SEE SHEET 2 m FOR OETAILS m 1' 14 NNvs o ::4: 1 ��n JJ N N N Cv ti J 1 C5 cCS) 16 vr., -- N F^ + v i rn o 0 22+00 T 15 C13 v,vs �� -n ern MM ci ---r - 9 N�ic^��c> v� cs y� n N og� NN ^^ -_-- - C6 Nu, vsNi�0y7'� NN �X N� +k, +Qif. vNN 71 N. N 14 C7 a 10 11 1�•° `A� N c» tF L m U tM s o 'N 35 N N t� J I� 3 6 I IN Jglp'N 37 a Lv cv tv ' C6 ' N J ZJ 0 U: 0 L.: C3 L.L: t 11 11 11 11 ON O� O� COON M �O �M n u o of vi c'! co ui ai of LO + 0 F J o 0 00 Of O) O) O) O O N N O O d: rM NN NN NN NN NN NN NN N N v �? J O ai N N QQ�QQGjQQCjQQIrQQ�QQ Uta-ta- JJ J-i v� vi,Jmv~iv~iav~iv�iWV)it;cd~ici aC c~ifai-nc~if Li 11 � •JJo CJiIJi Uli UOM OM �p �N 2 of a0 co Lon, b6 b.i. \ Mapes{ N M ) } NN NN -OCfo;cj ++t-tQN 0 U J_• Ot 4. 1 NN UQQ �--i;Q UNc~n mNNfl'fn fnWI ov�iQ-�Q- mv�iccn acncn 1rn cn cn m 25}' o10 a N cv N t rn C15 0v1 �►=�� dt C13 N C15 C14 o 4;cn m N 7 8 �• qq� C14 33 17 9 �� , 2' 18 C4 __ C13 M m pI Lit S ti t ppm t p tJ oo Ld j %� -mt7 f U 0 N J J O O -t7 t N tOr Of / 4 Lei � �� C.3 JO'� JJ -"1 J V� ULL O000 k- + O tfOj r.0 U n W W I I _,t C) Li N p t7p t%f co NI Lr_ Off pmj J + + Li O O) I O li O 29 + O as �i M 1-d- Ui •} + LO + + M M N N tt 9 Q. N N Q ++ C4 C+ N N cq M M V cs�� C1 1 NQ 1 NN NN <Q 'QQ cd xx ( 4i t~n � 70 •;�Q.e'I Ic3Q� A..(A n ocj;5 15 cn cn p p LL to tcn o tt0 M� ' N N't Z 1 1,l �N 1 ► 1 1 11 a of cn FOC TABLE - PEMBERLEY PASSAGE AVENUE REF. NO. DESCRIPTION " CL STATION & OFFSET FOC STATION TOC ELEV. Q1 UNIT BOUNOARY STA.17+63.00 C.L, 18.00 LT. STA. 17+66.25 F.O.C. 349.32 Q2 B.C. STA.18+00.72 C.L, 18.00 LT. STA. 18+03.97 F.O.C. 349.22 �3 P.R.C. STA.18+07.86 C.L, 15.00 LT. STA. 18+11.92 F.O.C. 349.14 ® P.R.C. STA.19+38.14 C.L, 15.00 LT. STA. 19+43.83 F.O.C. 349.27 ❑5 E.C. STA.19+45.28 C.L, 18.00 LT. STA. 19+51.78 F.O.C. 349.,E , © E.C. STA.21+80.89 C.L, 18.00 LT. STA. 21+87.39 F.O.C. 351.*T , 07 P.R.C. STA.22+89.02 C.L, 18.00 LT. STA. 22+89.03 F.O.C. 352.36 ® P.R.C. STA.22+96.31 C.L, 15,02 LT. STA. 22+96.85 F.O.C. 352.X , Q9 UNIT BOUNOARY STA.17+63.00 C.L, 1&00 RT STA. 17+67.88 F.O.C. 349.32 10 B.C. STA.18+00.72 C.L, 1&00 RT. STA. 18+05.59 F.O.C. 349.22 11 P.R.C. STA.18+07.86 C.L, 15.00 RT. STA. 18+13.55 F.O.C. 349.14 12 P.R.C. STA.19+42.14 C.L, 15.00 RT. STA. 19+49.45 F.O.C. 349.32 13 E.C. $TA.19+49.28 C.L, 18.00 RT STA. 19+57.41 F.O.C. 349.0, 14 B.C. STA.21+80.89 C.L, 18.00 RT. STA. 21+89.02 F.O.C. 351,55 15 P.C.C. STA.22+89.35 C.L, 18.00 RT. STA. 23+03.98 F.O.C. 352,59 , 16 P.R.C. STA.22+96.35 C.L, 14.98 RT. STA. 23+12.04 F.O.C. 3520 . PEMBERLEY PASSAGE AVENUE .rrL�N�N; �'NN - ry N^ (PRIVATE STREET U,jM M js LO TA. 17+63.00 C.L. TO 2482.61 C.L. { � ; � > i I { �, I { f9 f d ap i +efi { I 1 j S ALE: 1= 4 HOR ZONTA� M I �, W Z J o iC O _� N �N � C4 N M N - X J U: 00 J Lid d 00 � , rn pp a>F I °� 06 . cn �y Q d i I I O MW 2 ro M > �,�j > > > > > > ,�, W ( tat J W c0 O } ( OD = U d' `n Q> M M 11•pp I j ` il•ap aM 1 JZ J {W W W W W W W W W W I L I �1.. N I QN N ,�-, '"' w >Uv W '- z> W W- W Lj Ki i t0 1 Z J > w> w i J Z >w > W W Wi L 7,-, ^ L M OR OR N N d n N � O 00 Wi N r-�. I I ' O i cn { U ach gg Q dti �$ LUco Z ^WJZ o d ^WJZ o ! ( of { '� + 00+0 + c + to + N N I WN Q - O = Z W ro J O Z Li ro J J O i + I O JC�pJ L'02 LJiM �j � s{j-. + N E { S= .51% Z prj J to D to M 0 t0 Li M -j O -• N Q+ O M M N N CV N N N N N N Q mn Q00 -- m QNM aP O+f m = QNM $3O) U �- { I LL- a LV al Q0 V Q U Q C.h151C.> a U Y Q a U U - a d E- U F- a UQUQ F- F- m F- {Q-. to mN = EX FI OWU E ~ Li = v w SLY q' > U w .SLY APPROX. Ur LaJ to z Ui- m N LY aN L- mmcnD- w{- (nm to to W tnm to Ll to �- to �' - - - -- zr Q O zF- Q �'-' Q LL owlJ` Q LO ��- r`� LO Q f•- Q Q' LL W owJ 0 zf- Q tl C.L 1 UE- Q { W - - -- { I - O cn W cn U Z 0 W N U Z O W W cn _- _ - ( m c'n -- -- '- :-1.11 � -- --- _ _ _ -- CO �v mw I ! o s=o.sa� I04I 2.1 MATCH EG -/" i i I \ 10.50% I f I $=-0.2 , $=0.50 i I I i I S= .27% S--0.26% io 4 M ''�* M _D.26% t PROP M { NORTH FLOWL NE j j > w w { W J W w W i 9 344 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 STA. 17+63.00 C.L. TO 26+82.61 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 364 362 360 358 356 354 352 350 348 346 25+00 26+00 27+00 362 360 358 356 354 352 350 348 346 344 28+00 ii06 I Lq n (� N I L6 M I Jn t- to O O to M LO M N N m O N Wi m I rp „M, i+j I j J W O c0 t%f � w (j I 00 M li ap V' C6 LLaa Z" Il f _"--- LO elf- Z L; d 00 I M ( M $3 M M M > J J >> LtJ >i > > W w i ip N fCj Im O Z pj to M VM- a� O > �? J j LyJ j{ W j w W W J w J w tt��tjj WJ W co O 00 + v + t0 + t, i Q j C� j �t j M> M U w� Zw j WJ W j Lj - ^ I a� O ( t0 CV N )- w W w Z ® L11�W`- _I J Z -��` w m Z .. J J Z W ^ w w O I I I IJ 0 O O J O er i LO e't + ^ .}. ^ ad O O M--}}Y�� LO + 00 I {f1 ( a N 1 Q ~ cj W �N I d cn 0- % ri J O Z W O00 J { Z V- p to J O ui O IJi U- O + I to O M N M + d' d N d N ! I Q f-- I cn I S' -O. 1% Z ui 0'n rM to ti APPROX EG Lim N + + N N N N N to - 5� m + �- Q I Li + m .- JNM - Q w g�>>, W J Lo CO J , '� w �Lr>� ,�0, U �CL QN oa 1 Q n I a Ut- N C, Q 1 Q U Q CvtQ-C, w cn m �'Q Q y �-c� W fn I avd f-U tnacnW t UfQ- mcn a cn a i _- cn w m I l IX. FI OWLINE {--. ziQ- a �w�' w I a �w�1�' aiQ- mmccif vF-i mv�i,;�-av�i _ - I-- ---- - - ziQ- N W c' n C� Z O W > U Z O W W N _ _-- -- -A - __ --L,'v' J - M I ono -- ' 00 r- 06 a Z cv i 00 E I Lo CL 914- i f- N 2:1 MA CH EG �� I w CU W 00 wz e-n I I S= P OPOSED TH FLOWUN I 1 S=-0.27 =0.54 0.Go $=0.25% M 00 M "' fn M I 5=0.591 I I I J -J J J J L�� I I I 344 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 STA. 17+63.00 C.L. TO 26+82.61 C.L. SCALE: 1" = 40' HORIZONTAL ��' LEGEND (CONT.) LEGEND CON4 1" = 4' VERTICAL CONSTRUCTION NOTES: ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19 �1 CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B' CURB &GUTTER PER C.O.B. STD ST-1 FL FLOWIINE POVC POINT ON VERTICAL CURVE °R1-1" -STOP ,W3-2' -ENO SCHOOL ZONE CL CENTERLINE BVC BEGIN VERTICAL CURVE "R6-1' - ONE WAY "R5-1" "W31(CA)' -ENO � ITEM OF WORK -SEE SCNEOULE Z , CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-6 ELEV BCR ELEVATION EVC ENO VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION - 00 NOT ENTER "Wi4-1" - OEAD ENO 'R26(CA)" - NO PARKING ANYTIME " 1� FACE OF CURB STATION - SEE TABLE 3� INSTALL STREET SIGN PER C.O.B. STANOARD DETAIL T-1. ECR ENO CURB RETURN PRC PANT OF REVERSE CURVATURE "R3-5R' - RIGHT TURN ONLY "W14-2 - NO OUTLET 'R4-7' RIGHT 40_� _ DOUBT ARROW NOTE: ®CONSTRUCT HANOCAP RAMP PER CALTRANS 2010 REVISED "5" BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - KEEP "R81(CA)" - BIKE LANE "W1-6' -SINGLE ARROW STANDARD PLAN R.S.P. A88A-CASE A, F OR G - OETAIL ON SHEET 11. EC ENO CURVE TC TOP OF CURB " "WI-1' _CURVE ARROW W3-3' - SIGNAL AHEAD �� PARKING AREA - SEE CONSTRUCTION NOTE 6. 5 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT "1" PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT AND 6" REVEAL PER DETAIL ON SHEET 11. 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 11. P.O.C. PA POINT ON CURVE FC FINISHEO CONCRETE PROPERTY LINE R/W RIGHT-OF-WAY STORM DRAIN MANHOLE - O7 INSTALL W31(CA) SIGN & TYPE 111 BARRICADE WITH OM4-3 MARKER AT UNIT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT ® REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: BOUNOARY OF TRACT IF AOJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME REMOVE ANO SALVAGE SIGN WITH CONSTRUCTION OF AOJACENT PHASE. F.O.C. P.A.F.L FACE OF CURB C/G CURB AND GUTTER PARKING AREA FLOW LINE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER SECTION LETTER A 8 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. STD. 0-14, UNLESS NOTED OTHERWISE _ _ _ _ _ _ ® CONSTRUCT TYPICAL STREET BULGE - SEE OETAIL "3" ON SHEET 11. EXISTING SURVEY MONUMENT ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 2 SECTION IS S1IO 1 CONSTRUCT 5' WIDE MEANDERING SIOEWALK PER C.O.B. SIDEWALK C.O.B. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. SPECIFICATIONS ON PROPOSED STD. ST-6. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 11 CONSTRUCT 12' WIDE CROSS GUTTER PER CITY OF BAKERSFIEL.D s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: STANOARD ST-9. T-1. 1. SEE SEWER ANO STORM DRAIN PLANS FOR STORM ORAIN 12 SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTEO BY CITY FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. PLANS AND DETAILS. ENGINEER, FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2 �A- STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 13 CONSTRUCT TYPE 'M" MEDIAN CURB WATH 10" REVEAL PER STANOARO OR APPROVED EQUAL (SEE OETAIL 6 ON SHEET 11) OVER 0.45 AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO C.O.B. STD. ST-2 �- FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER r s � s t � �� ■ ■ � TRACT BOUNOARY 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 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-5. C.O.B. STD. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ - �� % a UNIT BOUNDARY PER C.O.B. STD. 0-14, UNLESS NOTEO OTHERWISE j5 EXISTING PROTECT IN PLACE 25+00 26+00 16 EXISTING CURB & GUTTER TO BE REMOVED 17 FURNISH & INSTALL 1 EA. 2" ANO 1 EA 1-1/2' BLANK CONOUIT PIPE. j$ FURNISH & INSTALL 2 EA. 1-1/2" BLANK CONOUIT PIPE. jQ EXISTING TO BE RELOCATEO x< m 27+00 PRIVATE GATE ENTRY PER SEPARATE PLAN PASSAGE AVENU� 364 362 360 358 356 354 352 350 348 346 344 28+00 PRIVATE GATE ENTRY PER SEPARATE PLAN CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 10.00' 7.95' 4.20' 45 34'23" C2 25.00' 39.27' 25.00' 90 00'00" C3 10.00' 7.95' 4.20' 45'34'23" C4 282.W 101.64' 51.38' 20'3WO4" C5 288.00' 108.56' 54.93' 2135'50" C6 31200' 117.61' 59.51' 21'35'50" C7 318.00' 114.97' S8.12' 2042'51" C8 300.00' 113.08' 57.22' 21'35'50" C9 10.00' 7.82' 4.12' 44'47°11" C10 10.00' 7.98' 4 22' 45 4S57' C11 10.00' 8.08' 4.28' 46'18'33" C12 10.00' 7.9S 4.19' 452534" C13 25.00' 18.44' 9.66' 42`i6'07" C14 5.00' 15.71' INFINITY' 180 00'00" C15 5.00' 3.22' 1.67' 36'52'12" C16 475.00' 98.65' 49.50' 11'5359" C17 495.00' 94.96' 47.63' 10'59'29" C18 505600' 97.65' 48.98' 11'04'47" C19 52&00' 112.91' 56.67' 12'19'22" C20 500.00' 192.37' 97.39' 22'02'38" C21 40.00' 39.79' 21.72' 57'00'07" C22 60.00' 44.49' 23.32' 4229'12" C23 65.00' 5.08' 254' 4'28'35' C24 65.00' 1.16' 0.58' 1'01'06" MEDIAN CURB TABLE NO. OESCRIPTION CL STATION & OFFSET T.P. ELEV. TOC ELEV. 17 B.C. STA.23+5210 C.L, 5.00 RT 353.29 353.79 18 E.C. $TA.23+52.10 C.L, 5.00 LT. 353.07 353.57 19 B.C. STA.23+64.10 C.L, 5.00 LT. 353.20 353.70 20 P.R.C. STA.23+67.10 C.L, 6.00 LT 353.21 353.71 E E.C. STA.23+70.10 C.L, 7.00 LT. 353.22 353.72 B.C. STA.23+90.10 C.L., 7.00 LT. 353.43 353.93 23 P.R.C. STA.23+93.10 C.L, 6.00 LT. 353.48 353.98 24 EC. STA.23+96.10 C.L, 5.00 LT 353.53 354.03 25 B.C. STA.24+01.10 C.L, 5.00 LT. 353.59 354.09 26 E.C. STA.24+01.10 C.L, 5.00 RT. 353.83 354.33 27 B.C. STA.23+6410 C.L, 5.00 RL 353.42 353.92 28 P.R.C. STA.23+67.10 C.L, 6.00 RT. 353.44 353.94 29 E.C. STA.23+70.10 C.L, 7.00 RT 353.45 353.95 Q B.C. STA.23+90.10 C.L. 7.00 RT. 35167 35417 31 P.R.C. STA.23+93.10 C.L. 6.00 RT 353.73 354.23 32 E.C. STA.23+96.10 C.L. 5.00 RT. 353.78 354.28 B.C. STA.24+41.10 C.L. 5.00 RT 354.28 354.78 34 E.C. STA.24+41.10 C.L. 5.00 LT. 354.01 354.51 35 B.C. STA.25+90.40 C.L, 5.00 LT. 355.59 356.09 P.C.C./MATCH STA.26+87.09 C.L. 5.00 LT. 356.66 357.16 37 P.R.C./MATCH SHEET 2 STA.26+86.32 C.L, 5.00 RT. 356.63 357.13 38 EC. STA.25+90.40 C.L, 5.00 RT. 35&94 356.44 MEDIAN 3 SCALE- 1 "=20' SCALE: 1 " = 40' 40' 20' 0' 40' 80' Know what's below. Call before you dig. CITY RECORDS NO: 111 V Z J .� NCJ- r v C O Z o 0 C f;. W LLJ Cl,? M 362 360 358 356 354 352 350 348 346 BIXSHIRE DRIVE SEE SHEET 9 ---- - -- -- - cn z I I �cn I I I I i I It o W tt I N I" II W 2-: ( II F �N I -' 32 u I 1 �p $ I z p tt I ) p I O N 0 O' I O I ' 1 p I X !Y OCN J t-= I U °° m oO I N I o I I o J I I 21 C 2 -f J �- J -� J O 0 C4 O I I r;l ,-`� t ot` v-jcUl 6.0v i r;l � i cUU:U: �� I I d I rcUt� o" d SN pal Woo Aw� of va 000p� �) -j 1 di 2 r;) 3 c-`� q C3 -i�o4 c�I � v) I QSSuf: t1 MMM 0O UIn0 M W 408 ? ,OddN rdLL: O O i pp 06� CiU: O pl Oppp �I O +++ ^^06 N aDI te� ti O 0 woo �` iL' tnL�tMp � Q i U- ti Z 00 OD Z It Lc) Lt7 U-) 'tt �' 00 W N+M Ll O I 00 th M W t+C t+p t+C to , ; Q O O Q L " I + + N" ". yy,,�� •- •- •- + }} d t�,�1-1 + + .-.-.- t0 Opp O pp t1 n n Lt7 th LI: I th \ I, {!J O 1-- '- '- '� I to 8 00 00 O N N p m„ (3 d¢d I z 0 MI �o o =oo I +- t-t- tr , - d d z + r; ada + + + �) r- col z: a+oa�+oa+o o Z oo.- coo M t- L, i N cn I-n I t- r - m ltr t- t- t- �:: O n Q r 5 + + + 1 z tQ- U tQ- " cn cn .- ;5 cQ- m to to cn m .- I r- I + rn w rn cSI mcncn 1 I- dda °' dda rn o cn Nam!-2 P.L. c¢'� I w cn cn cn:" c~n v~i _ �� F w cncncn m c~i�c�ni-ii 'dl I P.L ca� MI w .., _ - A�005' _ _ 1 116+DO- 3 1 -a 4 - - 17+04� - - _ _ _ _ _ - S 7-S89.24'27"E 110.DO' -- S89.2427"E 110.00'- - -- - - �- 13 " 416JI - _ 5 6 1 4 73543 - C1 I o 4 3 1 i 18? I Io P.L. u n o u 0C-i L tt r I`= 31 CN 40 06 00 0 o I00 ( t N J� + � I rvt-N -f-i I+ M -'� icr -i �-to `-�Up 0401 .�- CU Ci U: to th CU Li ti 0 Li U: aC Q O pO ZttOttO ,tn J_iO 00'Q I 00'tn d t 0000 'N200 O++' J i CULL4- nn 0 "i"i aoaoCV _++ O't-tl ti 0000 d'eh N Z MM Z d-tt'Ln mar, mQQ`" °- MMcri a I o c+c� I m c+n�t+o I f'dd 37 �� ;, '�10 m <' I W<<' ggg � �Ln 27 L,a 4 to N cn BIXSHIRE DRIVE -a - j18+00 6 S I 1 RISBOROUGH COURT SEE SHEET 10 I i I � \ I tt W I tt tt Uj cn ,"� U F= I J -1 IA ( W I O i30 0 O Z N �CN ct0 S ZI N� .� U N J� 8 N �-30 Nam-' I I mtr 6 -j 4- ti W U 4 41 c� tL U) t0 L>ov I li ,OOn O S _f OI -- r06jMd O��' ( co^ "t + OOCC O +++ m++ i ++ 00iI \A NNN �NN NN 6 1 t GaI-MN NI LJ C'MV) mNa dNN I ti�N.N- �� zdd V) NI � 19 O LLL 00 22 r; 2 1w ' a tt U:0 �^ N 0 0+ CDIc+c I+ IQ m 1� 25 `- ci '- r; I0 IN lr- Ira -?-to U -j f-I L . a t r; ,, Q IN Q I N IN IN � i O "' NI '5 o "' t "W 1 I a t,Fi Ln tp 000 00 M a z o o- I I ' 26 z. ++ °�°� m �� +2 4 QQra- 23 1 22 � Qdra- NNN in cn I Ill 'tn SEE SHEET 8 BROMSHIRE STREET (PRIVATE STREET) STA. 14+80.00 C.L. TO 22+02.00 C.L. SCALE: 1" = 40' HORIZONTAL 23 Cl $", +t CU C-4 w a n54 LLJ l0 � 21 -is lJ I` 0 40„ I 01 IQ JJ 0 Q 000�pp 00 I c6 M to O +++ ++ i QQQ I W in cn m N N I RISBOROUGH COURT SEE SHEET 10 to top m Lj i LL/ t00 � tj N I I 0 � M ( ( I I M', E > > { I � i iJ W J W I>i1 W r'• h � J k W W O j� O f i O ¢•�+ �g I Q� �' 0 {7 ) QpOp O t M !$ O + Q p"M + M d i th M Z + i3 O �O O O i 0+0 •- N f i p- O+ M t�.I IDIn M + m + Q+ O I �- j �? � z `' A @CENTERLINE XIMATE EG d +w . � j j N I N N m ;5 CS W � f i m � W I W LQ c� N m O tQ- N -- --- cn N 4 I Lv� �c 41 _..- _..-- -- -- ---. -- I -_LN _. ..- \ 2:1 S=0.63 MATCF \ EG i i I ( S=0.2 % I l S=0.25 I i PROPOSED NORTH '+ PROPOSED PROPOSED ORTH FLOWJNE FLOWUNE 4! � L I Lq!:9 N W W W W ' 4 4 4 344 14+00 362 360 358 356 354 352 350 348 346 15+00 16+00 17+00 18+00 19+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 20+00 21 +00 22+00 22+50 I 1I7 I N 0 i i p N t� ONO 0i ►'� �} °' M t�1 j 1 j M M LLJ J W W 1 -'t W J J 1LLA I W U: i _. T pp LL r j{ La- p � rn � O p $ S I Q d N OV N O M 0 0 0p I i{ 4 Z_ C7 O + i i 1 Q t1 M 000 O+ th ..f..' M Z Z _+ O O� Wrn O+ + •- to m 00 •- ®CEN UNEA r; Q N N d (3 ;5�F �� a r; E;5 -t- 1 -r-- - LUjc�n (- °°cntQ- N--�- jN t...icn mcn u..i atiw 14jv�i ooA , ocn I __- - - --- ----- -j -- -- - --- -� - - - ----- --- -- -- -Wcn -- i j I MATCH EG S=0.25 I I 1 --a69Y; S=0.6 - PROPOSED OUTH - I"! I I FL WLINE i PROPOSED SOUTH oMi I st d >> >> I l i i W W W W I � � I c a a a 344 14+00 15+00 16+00 17+00 18+00 19+00 STA. 14+80.00 C.L. TO 22+02.00 C.L. SCALE: 1" = L. HORIZONTAL 1" = 4' VERTICAL 362 1360 358 1356 I 354 I� 352 1 350 348 346 344 20+00 21 +00 22+00 22+50 12 13 14 FOC TABLE - BROWSHIRE STREET NO. )ESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. ❑1 UNIT BOUNDARY STA. 14+80.00 C.L, 1&ODLT• STA. 14+83.25 F.O.C. 350.31 ❑ B.C. STA. 15+17.72 C.L, 1&ODLT. STA. 15+20.97 F.O.C. 350.22 3 1 P.R.C. STA. 15+24.86 C.L, 15.001-T• STA. 15+28.92 F.O.C. 350.14 4 P.R.C. STA. 16+55.14 C.L, 15.001-T. STA. 16+60.83 F.O.C. 350.14 5 E.C. STA. 16+62.28 C.L, 1&OOLT. STA, 16+68.78 F.O.C. 350.22 ❑6 UNIT BOUNDARY STA. 17+00.00 C.L, 1&OOLT. STA. 17+06.51) F.O.C. 350.31 7❑ B.C. STA. 18+73.22 C.L, 1&DOLT• STA. 18+79.72 F.O.C• 350.74 81 P.R.C. STA. 18+80.36 C.L, 15.ODLT. STA. 18+87.67 F.O.C. 35D.70 9 P.R.C. STA. 19+D9.64 C.L, 15.00LT. STA. 19+18.58 F.O.C. 350.77 1D E.C. STA. 19+16.78 C.L, 18.001-T. STA. 19+26.53 F.O.C. 35D.85 11 B.C. STA. 21+23.72 C.L, 1&OOLT. STA. 21+33.47 F.O.C. 351.37 12 P.R.C. STA. 21+30.86 C.L, 15.00LT• STA. 21+41.42 F.O.C. 351.33 13 UNIT BOUNDARY STA. 14+80.00 C.L, 1&OORT. STA. 14+83.25 F.O.C. 350.31 14 B.C. STA. 15+17.72 C.L, 18.00RT. STA. 15+20.97 F.O.C. 350.21 Ell P.R.C. STA. 15+24.86 C.L, 15.OWT. STA. 15+28.92 F.O.C. 350.14 16 1 P.R.C. STA. 16+55.14 C.L, 15.00RT. STA. 16+60.83 F.O.C. 350.14 17 E.C. STA. 16+62.28 C.L, 1&OORT. STA. 16+68.78 F.O.C. 350.21 18 UNIT BOUNDARY STA. 17+00.00 C.L, 18.ODRT. STA. 17+D6.5D F.O.C. 350.31 11-911 B.C. STA. 18+73.22 C.L, 1 &DO RT. STA. 18+79.72 F.O.C. 350.74 20 P.R.C. STA. 18+80.36 C.L, 15.00RT. STA. 18+87.67 F.O.C. 350.70 21 P.R.C. STA. 19+09.64 C.L, 15.00RT. STA. 19+18.58 F.O.C. 350.77 Q E.C. STA. 19+16.78 C.L, 1&OORT. STA. 19+26.53 F.O.C. 350.85 23 B.C. STA. 21+23.72 C.L, 1&OORT. STA. 21+33.47 F.O.C. 351.37 24 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' 4.26 4634'23" C2 25.00' 39.27' 25.00' 90.00'00" LEGEND.; - ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR 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 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 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 LINE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. O EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. C>- FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL '6" ON SHEET 11) .3_ FURNISH & INSTALL STREET LIGHT--9500 LUMEN PER C.O.B. STD. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LEGEND (OUT.): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOP 'S5-2" - END SCHOOL ZONE 'R6-1" - ONE WAY 'W31(CA)" - END 'R5-1" - DO NOT ENTER 'WI4-1' - DEAD END 'R26(CA " - NO PARKING ANYTIME . 'R3-5R - RIGHT TURN ONLY 'WI -Z - NO OUTLET 'R4-7" - KEEP RIGHT Wi-7" - DOUBLE ARROW 'R81(CA)' - BIKE LANE .Wl-6" - SINGLE ARROW 'W3-3' - STGNAL AHEAD 'WI-l" - CURVE ARROW STORM DRAIN - REFER TO SEWER & 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 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 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: SECTION LETTER _2 SHEET WHERE SEC11ON IS SHOWN �JO�SSEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.2D' 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. D-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: 1 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 O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. OCONSTRUCT HANDICAP RAMP PER CALTRANS 201D 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 III BARRICADE NTH OM4-3 MARKER AT UNIT 77 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. 1 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST-6. 11 CONSTRUCT 12' WIDE CROSS GUTTER PER CITY OF BAKERS'FIELD 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 C.O.B. STD. ST-2• 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-5. 15 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. 0 Know what's below. SCALE: ' " = 40' Cal l before you dig. 40' 20' 0' 40' 80' [- 0) 0 N z w w z CD z w J CD Uj Uj to 0 J �1 360 358 356 354 352 350 348 346 344 8+50 BIXSHIRE DRIVE SEE SHEET 9 `♦♦ � I l � I l j � l /'S l ! I 50I 1 ♦♦ I LLI W l f5 l l l t u t l Of l / ♦ � ( o I � vzi � I � u I � !� / ♦ i � LL:o ( u o \ O O ( J ( a. W ( = O ( ( J t^o 13 ;� � o o � � o _g 30 N 29 0 28 1 1 _ 27 \ OW C) JJ C3I CV 1 U� N Om (M �6,' j j0 .I N JO P� ♦ Jj O � c! rn c5 w �( j c5 0( j ;n (� c5 t�� c5t, t, c�( j j v �- \ 9 M N ic+ tc co Li J O I C3 Li C3 C3 ;M Q O O N O J CV CVnCoco d( ! c3 Li N o pp o o o (N oo g n o.y• �o o L-( c3 c` �, .d t�ci N Xp� ! (� Li to to 0 SSN O OO i=OO Z P O>Ci Z Its c-- �j ^^ 000s O x� + + C6 a tc r- ri Ni cc $ I car " + + + + Q cV a aa + + e0 0 n n: 00 00 Ot d' � � WAO + + W N N N e}- 00 00 I �2 + V• / 9 $ ++ ++ N^ m o t9X O�yO n cncn �aa of w= ( �: �•-•- cn c3 aaa a r'9 s8g. a'p 2 W cn cn ( !. Q � Q ¢ ¢ a ( � � � m c~i� v~i v~i i .cn a cn cn a bc• Axe24 \�� 1 �%�� t�{c3r`r` �� i v LLlcncn I � �P.L Q'� n N� Tq 3.gS �: +00-11+00 1 12+00 1 N 1 C 9+Op 94 CL 1g i G- - - - - - -� - - - - - �- _ ---- - _ _ 13+QO _ o __� o 6 _ 4+00 - C2 pL S89'24'27"E 186.00' 6 p _ 6 S8924'27"E 252.0,V + 1 77 .. STq 14 - C� �"" +j19+ ��• �•'" 0" i$ F0C � C5 C4 -- - 15 16 13 C5 S=--L - C4 (P -- i P.L. u ♦ S P 1� M P.L. a ad 04 GILFORD STREET UVVhH FAHKZ3H1H1- V I H I WHITAKER STREET SEE SHEET 8 (PRIVATE STREET) SEE SHEET 8 STA. 9+44.00 C.L. TO 14+94.04 C.L. SCALE: 1" = 40' HORIZONTAL I � re I � I Lq Lqta- w W � t0 W W o I w pp� �.1 p c4O rn Mj�' + LW `C APPROXIMATE EG n rn n a� i + _+ �_+ nI Ir�cL N a--- --------- W �g 93Dcn I �� cn cI'� Wcn _ -- Q �a -- Q 4� ------ -- ------- �Q ( -- Li (nm�ii '' �' mN a J� C3 LLI W m W tat S= 0.25% S=- .25% S_-0.56% ( S=0.56 =0.35 S=0.35% 00 M n n n n 00 -P1%%n- WIL. j l I Wl4W W W W a a< a a a 9+00 358 356 354 352 350 348 346 344 9+00 10+00 11+00 12+00 13+00 STA. 9+44.00 C.L. TO 14+94.04 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 14+00 r*- 15+00 a CURVE I to 0i M pp 7. � pp M j j n Lq __.... J W J W M M J LIJ W ^ Q �jcc; a O i I W j N cq W Li d: C4 M 1 L' APPROXIMATE E a O w �� o --- �$ _ _M �o ® CAI- L o -� + Ci _ •J Ci M V r¢ m N --- -� Q� dcl�. �� + W 00 Q n: N --_l ------ I -- - ---- -- U VQ m Cn ( d' -- M I V C3V V� W W I m W mcn 0 Laity I j 4 I a cn e: I -0.50% S -0.25% S=O. % � rn v rn I W j W Lq j I a ty a-4 j w w C TCH BASIN NO. 7 + I a a a w a I N RMAL F.L =348. ' 0 PRESSED F. ELEV.=3 .73' ! E V. 344.00' INV. 18" N 10+00 11+00 12+00 13+00 STA. 9+44.00 C.L. TO 14+94.04 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 14+00 a 358 356 354 352 350 348 346 344 15+00 360 358 356 354 352 350 348 346 344 16+00 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC ENO VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR ENO CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC ENO CURVE TIC 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 LINE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. ® EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. CD- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 11) EBO_ FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LEGEND CONT.Z FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" STOP "S5-2' - END SCHOOL ZONE "R6-1" - ONE WAY 'W31(CA)" - ENO "R5-1" - 00 NOT ENTER "R26(CA)' - NO PARKING ANYTIME .Wi4-1" -DEAD ENO "R3-5R - RIGHT TURN ONLY W14-*WI-7'r- NO OUTLET - DOUBLE ARROW "R4-7" - KEEP RIGHT "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 WITH 3.5' OPENING PER C.O.B. STD. 0-14, 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. 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 10 FACE OF CURB STATION - SEE TABLE NOTE: SECTION DESIGNATION: SECTION LERER 2 ��OTES1��'-(�'�SHH+MT WHE1� SEC101 IS SHOwN 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: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 O 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. 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 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. OCONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3' ON SHEET 11. CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST-6. CONSTRUCT 12' WOE CROSS GUTTER PER CITY OF BAKERSFIELD STANOARO ST-W. 2 SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER. 3 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST-2. 14 CONSTRUCT 5' ATTACHED STANOARD TYPE SIDEWALK PER C.O.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. Q 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 Q3 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, 18.00 LT. STA. 11+13.71 F.O.C. 349.58 ❑5 P.R.C. STA. 11+20.86 C.L, 15.00 LT. STA. 11+21.67 F.O.C. 349.50 © P.R.C. STA. 12+51.14 C.L, 15.00 LT. STA. 12+53.58 F.O.C. 349.52 Q7 E.C. STA. 12+58.28 C.L, 1&00 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 ❑9 P.R.C. STA. 13+92.78 C.L, 20.21 LT. STA. 13+96.29 F.O.C. 350.09 10 E.C. STA. 15+14.16 C.L., 19.00 LT. STA. 15+49.76 F.O.C. 350.58 11 P.R.C. STA. 10+22.14 C.L., 15.00 RT. STA. 10+22.95 F.O.C. 349.75 12 E.C. STA. 10+29.28 C.L., 18.00 RT. STA. 10+30.91 F.O.C. 349.79 13 B.C. STA. 14+02.75 C.L., 1&00 RT. STA. 14+04.38 F.O.C. 350.16 14 P.R.C. STA. 14+09.89 C.L, 15.00 RT. STA. 14+12.33 F.O.C. 350.12 15 B.V.C. STA. 11+61.00 C.L, 18.00 RT. STA. 11+61.00 F.O.C. 349.46 16 E.V.C. STA. 12+11.00 C.L., 1&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*00100* C4 10.00' 7.95' 4.20' 45'34'23" C5 25.00' 39.27' 25.00' 90'00'00" C6 37.00' j 12.86' 6.50' 19'55'11' C7 43.00' 1 14.95' 7.55' 19'5611" R' D RAI f a, SCALE: 1 " = 40' 40' 20' O' 40' 80' Know what's below. Call before you dig. IINNI RRpI� B C _P p•F, C 1g 00 fit. _ Sip• 9+23' 94 F.L��. Stp• 9+�• T.Q. �'. Stp. 358 356 354 352 350 348 346 f 1j 358 356 354 352 350 348 346 344 9+00 GILFORD STREET SEE SHEET 8 ! � 1 j c W f Iq K Z� !% c c E.C.R. J h o STA. 10+00.00 C.L. 12.00 LT = o °' STA. ,��.OD F.L. PRIVATE � � B.C. EGN P.A.F.L. '5 BEGIN 6* CURB STA. PARK W C.L. ,2.0 LT. ,0,5.0 g$� LLSA. F.L. 97 F.O.C. m B� INTERSECTION ± a cW STA. 11+86.00 C.L. LOWER PARKSHIRE STREET CNT = ¢ d cr_ a 16Z +3,.28 C.L.ITLORNE DRIVE CNT WSTA. O B.V.C. STA. 11+61.00 C.L. 12.00 LT. _ W STA. 11+61.00 F.L. - C2 - - - - _ 0 2 6 5 15 �\ - ----- ----- -- - - -- -- w 10+00) 1 - 0 11+00-S 89'24'27" E 186.00'- - - 7 to- %L 4 9 , 0' 1 STA. 14+32.04 F.L. Q EC./END P.A.F.L. NIA. IZt11.UU U.L 1Z.UU U. _ W STA. 12+11.00 F.L.W ,6 P.L. a.. 3 12+00 N 13+0 10 I �� , -G7- _ � M • 1 2 L6j 11 �? TO) cv l o /� ivgo FU_ �� 1 Y 10 h + O �M I� O O O M O j d J J�O r co to ( + CV O �.J pp ID V L,_1� V .J d- O i 1� �O 1� J J.JO --� 1cq O jJ pQ 1 V LL 'JLL: OOD cD1Q -j i CC3 LL: LL: Cpp% LL _+ z 1d V LL _J J O IF 0+ Ia- ��e- a��LL 0O� 000 1� IN 00 LL: i C3LL:U: I O IN a-dM•� [LO a vNNN dM•dd• IW ! g CiOi p_ OOcND a + -i- i "1 O •♦- •♦- •♦- •} + to I N N d' d' In 1 •N 1 v00 17 �F� •Z•x �-� 2R =� i I NN W NNN I 1 Ada wcn Ia_dd18 c1Q-1 1addCI_NN 4J NNN mtn I II 1 ( VFH dad LL1Ntn V F�F mWW W 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 END 6" CURB - BEGIN C&G FI STA. 14+17.04 C.L. 12.00 LT. =~ STA. 14+17.04 F.L. STA. 14+20.26 F.O.C. -- W _ _ -- - S 8974'27" E 252.04' 77 00 _N 6 I� I� <n o ,._ CC c; LL: C4 + 1�2 J Cj LL: 1 N 1 ,;� _JI h �'17c) J J_j VLL I+ to p CO LL:NN CO IN air o: arnrn I 1 C,PIQF i MM 20 mW W 2 cncn I I WHITAKER STREET SEE SHEET 8 W� C3 :M! - co E.C. - P.A.F.L. CD CO o <Do' � STA. 15+14.16 C.L. 19.00 RT = STA. 15+37.09 F.L. N ! w 14 24 i c� ro, P.L. �s S \O 23 j JT tP \•�f �jr \>3 `\ 22 40 1 a' RT. CURVE d hm h Oq d N M h dd' M O M N M CA W M CV W i d• M W > W J W J W W W O $ O .J LL W d: d' o w � � ,? Q o N 00, I d. M $ a O I APPROXIMATE EG' v = CD ± W -- o � } i z I d M �> o z �W �ro3 O ( 1 �GL) >d c5 > > cS >a W �a �> w m w 1 $ m N -: Ia- L t J N V F m N LL I w -- --4JN �� I_-- -- --- -- ---� - -- - - -------- ------ -- ---�-- - -r --- { S=-0.50% S=-0.25% S=0.35% I� h I 2 d- C) ! qt qt M M > PROP NORTH FLOWLINE CAT BASIN NO. 12 L J LL ; W + , w W w NOR AL F.L. EL V.=348.90' q q L q q q Y ELEV. 344.25' INV. 18" S ( i 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 13+00 14+00 360 358 356 354 352 350 348 � 346 ' 344 15+00 FOC TABLE - LOWER PARKSHIRE STREET REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. it P.R.C. STA. 10+22.14 C.L., 15.00 LT. STA. 10+22.93 F.O.C. 349. �, 20 E.C. STA. 10+29.28 C.L., 18.00 LT. STA. 10+30.88 F.O.C. 349.A . 33 B.C. STA. 14+02.75 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+12.31 F.O.C. 350.0 , 50 B.C. STA. 9+23.88 C.L., 25.00 LT. STA. 8+91.52 F.O.C. 350.11 © P.R.C. STA. 10+45.26 C.L., 20.21 RT STA. 10+45.00 F.O.C. 349.76 7� E.C. STA. 10+57.86 C.L., 18.00 RT STA. 10+57.86 F.O.C. 349.72 ® B.C. STA. 11+13.72 C.L. 18.00 RT STA. 11+13.71 F.O.C. 349.58 90 P.R.C. STA. 11+20.86 C.L., 15.00 RT STA. 11+21.67 F.O.C. 349.50 ,0 P.R.C. STA. 12+51.14 C.L., 15.00 RT STA. 12+53.58 F.O.C. 349.X, „ E.C. 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 RT STA. 13+83.42 F.O.C. 350.04 ,3 P.R.C. 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 E.V.C. STA. 12+11.00 C.L., 18.00 LT. STA. 12+12.60 F.O.C. 349.49 d• 0) C7Mi OOD a6 N d• Cif a0 a0Us- dam• I O C7f > _ �W J 0 i CV co• 1 I t1 $ � uJ- O CAco j �0- + Q O+ to N d• M M + �, •� + Ii U_ M i °- o' APPROXI ATE EG °' a ± �� m I a I a I i cicd ®GL ac~i�laa a va ww ¢ v.- a� in cddW .� c3d, -_... W N to LD to - - - - - - - - - -- - - - - - - - - - - - - - - LLI N S=-0. 5% S=-0.2 Ji 5=0.35� . ..... __L --0.87 S=0•$7 PROPO SOUTH OWUNE °O c� d• h h PROPOSED SOUTH FLOWLINE M M pop M ppopp M M M I J W > W W J w> -! �J WLU i j I I 344 8+50 9+00 10+00 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR 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 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 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 LINE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. u EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. _ zD0 _ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 11) E�o_ FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 358 356 354 352 350 348 346 344 11 +00 12+00 13+00 14+00 15+00 16+00 STA. 9+41.88 C.L. TO 15+14.16 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL LEGEND (CONT, LEGEND (CON!. CONSTRUCTION NOTES: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 'R1-1e - STOP "S5-2" - END SCHOOL. ZONE R6-1- ONE WAY "W31(CA)„ - END "R5-1" Q ITEM OF WORK - SEE SCHEDULE 2 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-6 - DO NOT ENTER "W14-1" - DEAD END "R26(CA)" - NO PARKING ANYTIME " Q FACE OF CURB STATION - SEE TABLE Q INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. "R3-5R - RIGHT TURN ONLY „W1 r _ DOUBLE LET "R4-7' NOTE. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED - KEEP RIGHT "WI-6" - SINGLE ARROW "R81(CA)" - BIKE LANE ` / " STANDARD PLAN R.S.P. A88A-CASE A F OR G - DETAIL 5 ON SHEET 11. ' 'W3-3" - SIGNAL AHEAD "WI-1" - CURVE ARROW PARKING AREA - SEE CONSTRUCTION NOTE 6. CONSTRUCT 6" CONCRETE ETA CURB WITH , TOTAL CURB HEIGHT PER - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS © AND 6" REVEAL DETAIL CR TE SHEET ,,. E PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 11. STORM DRAIN MANHOLE - INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT ® REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: Q7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TiME. 'A' SEC71ON LETTER ® REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL 7 ON SHEET 11. CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER A C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. _ _ _ _ _ ® CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 11. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 2 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. SHEET WHERE SECTION IS SHOWN SPECIFICATIONS ON PROPOSED STD. ST-6. 11 CONSTRUCT 12' WIDE CROSS GUTTER PER CITY OF BAKERSFIELD s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: STANDARD ST-9. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CiTY ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. PLANS AND DETAILS. 12 ENGINE. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2' LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45 AGGREGATE BASE OVER 0.50 COMPACTED O.G• TO 1 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST-2. � ■ ■ � ■ ■ � ■ ■ � TRACT BOUNDARY 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 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-5. UNIT BOUNDARY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 15 EXISTING PROTECT IN PLACE 16 EXISTING CURB & GUTTER TO BE REMOVED %S 79 13 53 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90'OO'OO" C2 10.00' 7.95' 4.20' 45 34'23" C3 37.00' 12.86' 6.50' 19'55'11" C4 43.00' 14.95' 7.55' 1956,1" C5 80.00' 153.48' 114.08' 109'55'11" C6 74.00' 141.97' 105.53' 109'55'11" C7 37.00' 58.12' 37.00' 90'00'00" R m tiLJ ua SCALE: 1 " = 40' 40' 20' 0' 40' 80' Know what's below. Call before you dig. �nnn WHITAKER STREET SEE SHEET 8 PRIVATE GATE ENTRY PER SEPARATE PLAN 1 i O / i WHITAKER STREET SEE SHEET 8 362 360 358 356 354 352 350 348 346 10+00 HIGHGATE HEATH AVENUE (PRIVATE STREET) STA. 10+44.00 C.L. TO 15+23.59 G.L. SrAI F- 1" = 4n' HnR170NTAI HIGHGATE PARK BOULEVARD (NOT A PART) Qm+ � =a WW 1 �; 'ARD R f ! I N N N O O 9 O O O O O O ko . o� LOM LO LO M M LOM LO O m I > > > > + LO m W, W W W W W W W W Q m Q�Q O ILO n M r 00 ! y Z p N LO 00 00 CV OCS 00 CVso- I J i � o 0 0 0+ + + o ± ± APP OXIMATE E ! o w �W � i r 0 CIE i , ! I C 3 ' ( � z � ��,ici�mcia�n�Ir - I Q - - - - - - - - - - •- •- W FL -/-FUTU 0.58% L LO PROPOSED NORTH OWUNE > I o. o. W W W <1 f I 362 360 358 356 354 352 350 348 346 10+00 11+00 12+00 13+00 14+00 15+00 STA. 10+ 44.00 C.L. TO 15+ 23.59 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VFRT1rAl 16+00 362 360 358 356 354 352 350 348 346 16+50 M M LO LO M O M M) MU c`oo CD oQ co i � m+ >W W � j � j W LLI ul W W 1.QjJ �}} O CV i sF m M r .N.. CJ ! E i ! ( j N J I O OI CV O 00 �j � OOt 00cmft N I I I f N u, ►7 +, + O + O p p+ + � + � + APPR XIMATE EG }' a3 p r. .- � 0 C. ce V J I Q �-m • ce O W V C� F- �' 1Q- f/)p. W !n m En ---- i i EX. FL i S.0.587 1 LO) M PROPOSED SOUTH FLOWLINE f > m I >> I as + W W ``' c I L___..___ 11+00 12+00 13+00 STA. 10+44.00 G.L. TO 15+23.59 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 14+00 15+00 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR 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 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 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 LINE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 11) _ FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 362 360 358 356 354 352 350 348 MEDIAN CURB TABLE - HIGHGATE HEATH AVENUE REF. NO. DESCRIPTION CL STATION & OFFSET T.P. ELEV. TOC ELEV. E.C. STA. 10+49.00 C.L. 5.00 RT. 351.07 351.57 �2 B.C. STA. 10+49.00 C.L. 5.00 LT. 351.07 351.57 33 P.R.C. STA. 10+62.50 C.L. 5.00 LT. 351.12 351.62 ® E.C. STA. 10+65.50 C.L. 6.00 LT. 351.12 351.62 ❑5 B.C. STA. 10+6&50 C.L. 7.00 LT. 351.11 351.61 ® E.C. STA. 10+88.50 C.L. 7.00 LT. 351.19 351.69 �7 B.C. STA. 10+91.50 C.L. 6.00 LT. 351.22 351.72 ® B.C. STA. 10+94.50 C.L. 5.00 LT. 351.25 351.75 E9 P.R.C. STA. 11+08.00 C.L. 5.00 LT. 351.30 351.80 10 E.C. STA. 11+08.00 C.L. 5.00 RT 351.31 351.81 11 B.C. STA. 10+94.50 C.L. 5.00 RT. 351.25 351.75 12 E.C. STA. 10+91.50 C.L. 6.00 RT 351.22 351.72 13 B.C. STA. 10+88.50 C.L. 7.00 RT. 351.19 351.69 14 E.C. STA. 10+68.50 C.L. 7.00 RT. 351.11 351.61 15 B.C. STA. 10+65.50 C.L. 6.00 RT 351.12 351.62 16 E.C. STA. 10+62.50 C.L. 5.00 RT. 351.12 351.62 17 B.C. STA. 11+48.00 C.L. 5.00 RT. 351.47 351.97 18 E.C. STA. 11+48.00 C.L. 5.00 LT. 351.46 351.96 19 E.C. STA. 13+12.66 C.L. 5.00 RT 352.12 35Z62 ® 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 RT. 352.30 352.80 0 E.C. STA. 13+57.66 C.L. 5.00 LT. 352.29 352.79 23 E.C. STA. 15+04.66 C.L. 5.00 LT. 352.87 353.37 24 E.C. STA. 15+04.66 C.L. 5.00 RT. 352.89 353.39 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90'00'00" C2 5.06 15.71' - 18000'OO" C3 5.00 15.71' - 180'00'00" C4 5.00' 3.22' 1.67' 36'52'12" 3 4 5 13 6 7 17 2 /8 18 13 11+00 9 12+00 r _ - A MEDIAN CURB DETAIL 7 1 "-- 40 SCALE: 1 " = 40' 40, 20' 0' 40' 80' 346 16+00 16+50 LEGEND (CONT.):, LEGEND (CONT.): CONSTRUCTION NOTES: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1� Oj CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 _STOP "S5-2" - END SCHOOL ZONE R6-1 " ONE WAY "R5-1" W31(CA}" -END ITEM OF WORK - SEE SCHEDULE 2 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-6 - DO NOT ENTER "R CA " - NO PARKING ANYTIME "WI4-1 " -DEAD END 26( "WI4-2 1 FACE OF CURB STATION -SEE TABLE 3 O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. "R3-5R - RIGHT TURN ONLY - NO OUTLET "R4-7" - KEEP RIGHT DOUBLEAVOW NOTE: ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED "5" _ s "R81(CA)" - BIKE LANE _6" _ SINGLE STANDARD PLAN R.S.P. A88A-CASE A F OR G - DETAIL ON SHEET 11. Y "W3-3" - SIGNAL AHEAD "WI-1' - CURVE ARROW PARKING AREA - SEE CONSTRUCTION NOTE 6. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS f ® AND 6" REVEAL PER DETAIL 1 ON SHEET 11. " "' PARKING AREA 6 THICK CONCRETE- SEE DETAIL 4 ON SHEET 11. STORM DRAIN MANHOLE - INSTALL W31(CA) SIGN & TYPE ill BARRICADE WITH OM4-3 MARKER AT UNIT ® REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: O7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME SECTION LETTER ® REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL 2 ON MEET 11 CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER [E-A-" C.O.B. STD. D-14, UNLESS NOTED OTHERWISE - - - O CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 11. f g 0 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER SHEET SECTION is 10 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK C.O.B. STD. D-14 WITHOUT WINGS, 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 L 11 STANDARD ST-9. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY • ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. PLANS AND DETAILS. 12 ENGINEER. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Z LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 13 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER OVER 0.45 AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO C.O.B. STD. ST-Z TRACT BOUNDARY 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 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-5. w,- , ---_- - - UNIT BOUNDARY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. j 5 EXISTING PROTECT IN PLACE Know what's below. Call 16 EXISTING CURB & GUTTER TO BE REMOVED before you dig. 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 ' ( L 3 LO LU 0 HIGHGATE GLEN STREET (NOT A PART) t � t c I0 INTERSECTION t t STA. 11+03.00 C.L. GILFORD STREET CNT = ! ! STA. 18+37.00 C.L. HIGHGATE GLEN STREET CN i + + I NNE 92 n sqy LL d N� i ��`�' 59 rn� "'0 sZ o++ W 99 � oo}no rna' + Co tr \� ^ N�'o� ooca a 15 goo L Tn l LOWER PARKSHIRE STREET SEE SHEET 6 GILFORD STREET (PRIVATE STREET) STA. 10+00.00 C.L. TO 12+06.00 C.L. SCALE: 1" = 40' HORIZONTAL 360 358 356 354 352 350 P 348 P.L. C\ �. \ � t + N z t i; i ► 11 �: i �� UPPER PARKSHIRE STREET SEE SHEET 5 360 358 356 354 352 350 348 346 346 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 360 358 356 354 352 350 348 I I .J a' tin co co t i .J a d Qt t0 jLLJ > > jLLJ j to j W W -J W W PRDX. LLj W W LLJ W { ai 4n x p Qj O M O O �+ + vs v Li + Q+ a� c�+ Wj O o W - ad - + ! Q cis v� v� ' v►Q- LLi to i w)cn {j ad cn - w cn cn am cn - co ' � CO 1� co _- GI'DSED WEST ROWI iNE M M M t7 t`�i ROPOSED ST FLDMIN W J W W W W 4 4 4 4 360 358 356 354 352 350 348 346 346 9+50 10+00 11+00 12+00 12+50 STA. 10+00.00 C.L. TO 12+06.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL I C I Q O M d0 M .yam.y-- M ~ W to SW tiW ( e WJ .JW !W W No Q J W i J W ! !=W J x t 1Q- o a o z Coa APPR X. EG o" a o N O Q m; to GL Co c w+ rn �- `_+ co N g 1Q- Q m - _ a.;. �- m cn PROPOS DD EAST FL WUNE } I LEGEND ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR 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 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 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 LINE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. 0 EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. C:>._ FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. (SEE DETAIL '6" ON SHEET 11) E�o_ FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LOWER PARKSHIRE STREET SEA SIjE1 6 I 1 � t 1 1 ' I 21 31 N t 1 `t 00 B G-N00.35'33"E RAD. STA. 9+41.88 C.L. � i• ,n1.nn / P.L. -' ,� �O 23 360 358 356 354 352 350 348 346 GILFORD STREET FOC TABLE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. it E.C.-MATCH SHEET 6 STA. 10+1&00 C.L., 25.00 LT. STA. 10+18.00 F.O.C. 350.11 2a B.C. STA. 10+36.72 C.L., 25.00 LT. STA. 10+36.72 F.O.C. 350.16 31 P.R.C. STA. 10+43.86 C.L., 22.DD LT. STA. 10+44.67 F.O.C. 350.12 ® P.R.C. STA. 11+62.14 C.L., 22.00 LT. STA. 11+64.58 F.O.C. 350.12 5� E.C. STA. 11+69.28 C.L., 25.00 LT. STA. 11+72.53 F.O.C. 350.16 © B.C.-MATCH SHEET 5 STA. 11+88.00 C.L., 25.00 LT. STA. 11+91.25 F.O.C. 350.11 71 P.R.C. STA. 1D+22.14 C.L., 15.01) RT STA. 1D+22.98 F.O.C. 350.24 ® E.C. STA. 1D+29.28 C.L., 18.DD RT. STA. 10+3D.93 F.O.C. 350.14 91 B.C. STA. 11+76.72 C.L., 18.00 RT. STA. 11+78.37 F.O.C. 350.14 1D P.R.C. STA. 11+83.86 C.L., 15.00 RT. STA. 11+86.32 F.O.C. 350.06 17 GRADE BREAK STA. 11+D3.00 C.L., 18.00 RE STA. 11+04.65 F.O.C. 350.32 11 11 1- ~J J J J J Co 00 Co O 0000 Co O� Q ►Q-- - - cn P.L.. m cn cn w N D'35'33" E 1D3.D2'_ u� v Q UPPER PARKSHIRE STREET W a SEE SHEET 5 i 11 x t i I (n J 1-i J I t f I t . I 0.' W t•= W .J Co CoCD I + Imo. x Lac200 O Co _ t I i -cr I i S t \ J .J J J 'J Q ti CJ t- O C.i LL: 1 ` t I ., LC to dv d� Co Co - ,d 000) N ► + O 28 Ng oo 00 o x(oco O "iWi NN 00 + 00 Go 0 Co±+ Co Co ++ z� QN� z �Co �� v�� Q 155 I - �QQ �9------ ►- N uscn 1- _ LLi to 1 � � 1 3 � `'• / /' N D3533' E 1 D2.98' 6 T I L r1 12+DD `, 2 7 © ��■ � � jaw ,Q 15 / P.L. 16 1�Co (� ►= - ci lu J J N W 0i Ci Q U_ I W J ` \ J JLL V LL. _1 V LL. O V N to --j J J , j J CJ li V LL: C3 LL: ti Co MO / O�LL 26 00 Q Moto �Nto Q OMM 00 00 n. M M M ++ Q o o p_ Co Co co Coco Co too I t' � z c°Do 06 c�'o / Co Co Z: 000 1 Z3 -t +00+ ±� w � �� / �►Q- ►Q-�►Q- rocncn �QQ� ` V)V 2 4 V)V)W �� QQQ V)V) / IN 25 HIGHGATE HEATH AVENUE SEE SHEET 7 WHITAKER STREET (PRIVATE STREET) STA. 10+ 00.00 C.L. TO 12+ 06.00 C.L. SCALE: 1" = 40' HORIZONTAL t VERT CURVE 35o M to to ( ' J W N J O W to O PRDXIMATE G g j q M coj 0CL. o� + J Ng 3�0 -- x N • cn a Qo v S=D.35% S=-D.3 III PR DSED WEST FLOW@JNE ! 9+50 10+00 11+00 STA. 10+00.00 C.L. TO 12+06.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 P 348 346 360 358 356 W 'J 354 �x w c i� 352 v� 350 348 346 12+00 12+50 J J L4 M 00 11T M ti a� to to to 1 M M M tM M 1 M Oj W >. W -! �j W W ``' W la_W v' W QW W Mp Q j d th p O APPRO MATE EG o °• z ri O N s ad i o h- I ®GL f ' C� 06 i ,�,� to L" ccx va -ti1- q►Q- v� C3 LJ N LLi N to N ad to I i OSED EAST P OPOSED T FLOWUNE =D.35% FLOWU E 10+00 11+00 STA. 10+00.00 C.L. TO 12+06.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL LEGEND CONT.Z LEGEND (CONT.): CONSTRUCTION NOTES: FURNISH & INSTALL TRAFFIC SIGNS PER C.D.B. STD. T-19: "R1-1" O CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST-1 - STOP 'S5-2' - END SCHOOL ZONE 'R6-1" - ONE WAY 'W31 CA ' - END 'R5-1" Q ITEM OF WORK - SEE SCHEDULE O2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-6 - DO NOT ENTER 'R2 CA " - NO PARKING ANYTIME "W14-1* - DEAD END FACE CURB STATION -SEE TABLE 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. W14-2 - ND OUTLET 'R3-5R' - RIGHT TURN ONLY ,WI-7" - DOUBLE ARROW NOTE- CONSTRUCT HANDICAP RAMP PER CALTRANS 201D REVISED *R4-7' a KEEP RIGHT 'WI-6" - SINGLE ARRDW R81(CA) - BIKE LANE STANDARD PLAN R.S.P. A88A-CASE A, F OR G - DETAIL '5" ON SHEET 11. "W3-3" - SIGNAL AHEAD .WI-1. - CURVE ARRDW Q PARKING AREA - SEE CONSTRUCTION NOTE 6. O CONSTRUCT 6' CONCRETE CURB WITH 12' TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 11. - - o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS ® PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 11. STORM DRAIN MANHOLE - INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT ® REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER SECTION LETTER A ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL '2" ON SHEET 11. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. _ _ _ _ _ ® CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3' ON SHEET 11. ® CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER 2 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE �� SECTION IS �� SPECIFICATIONS ON PROPOSED STD. ST-6. CONSTRUCT 12' WIDE CROSS GUTTER PER CITY OF BAKERSFlELD s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: STANDARD ST-9. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. PLANS AND DETAILS. 2 ENGINEER. TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE D.2D' TYPE "B' A.C. � 3 CONSTRUCT TYPE 'M" MEDIAN CURB WITH 10" REVEAL PER SEWER CLEANOUT - REFER OVER 0.45 AGGREGATE BASE OVER D.50 COMPACTED O.G. TO C.O.B. STD. ST-2. ■ ■ tA� ■ ■ i i TRACT BOUNDARY 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 4 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-5. UNIT BOUNDARY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. j5 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. j$ FURNISH & INSTALL 2 EA. 1-1/2" BLANK CONDUIT PIPE. 360 358 J 356 W t� + 354 352 350 S=- 35% 348 346 12+00 WHITAKER STREET FOC TABLE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 11 E.C.-MATCH SHEET 6 STA. 10+18.00 C.L., 25.00 RT. STA. 10+18.00 F.O.C. 35D.58 12 B.0 STA. 10+23.72 C.L., 25.00 RT. STA. 1D+23.72 F.O.C. 350.61) 13 P.R.C. STA. 1D+3D.86 C.L., 22.00 RT STA. 10+31.67 F.O.C. 35RX , 14 P.R.C. STA. 11+75.14 C.L., 22.00 RT. STA. 11+77.58 F.O.C. 35D.57 15 E.C. STA. 11+82.28 C.L., 25.00 RT. STA. 11+85.53 F.O.C. 35D.60 16 B.C.-MATCH SHEET 5 STA. 11+88.00 C.L., 25.00 RT. STA. 11+91.25 F.O.C. 350.58 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 10.00' 7.95' 4.26 45 3423" C2 25.00' 39.27' 25.06 9D'00'00" C3 37.DD' 58.12' 37.DO' 9000'00" SCALE: 1 " = 40' 40' 20' O' 40' 80' flD DR,,i'-,,L% e Know what's below. Call before you dig. 5i z to r� 1-- z 1-- - U O J M O= - 't'd v II vuu: cis O Z JJ 8 J UU: W W JJ IY00II t?�o V CD CD 18 N-. W mn CD CON co . 1�C6 m -i dM aD 0000 d d 1 O t d m Got J O + t^n^ c��vo z^ t3aa of P.L ++1a''n "n� a w add +IMo vo mu~iu~i I �aa LLiv~)v~) as mU))U)) - '- --�cQi r►-O�- z N C� cn z o cn cn 2 7 \ N O'35'33" E 15+00 - - 124.28' -- n -- - LOWER PARKSHIRE STREET SEE SHEET 6 I I 4 1 v - I F- ! Ucn 1 3 Id 1 I j N1 za I CAI 0MI 00 �C3 3 1No I W M O 1 �+°0+° ' 4 cncnI: ZZ-A _!■-=I-0= r T I 4 T +El� ! -- M 3 Q / I; M M C.,M O tp ao �a i, zN - Ki °r° QQ Z JJ , H W=-J U�W cJi4J jI zZ� `� `O z 0!clLO- N 0))) 00 a CD000) m(6s o I !! I1 i J 8v� d t� a� t_+n_� I I < / I mfnfn wf)fn C-0 cn cn zo mf~ncnn LOWER PARKSHIRE STREET SEE SHEET 6 WHITLORNE DRIVE (PRIVATE STREET) STA. 14+70.88 C.L. TO 15+94.28 C.L. SCALE: t" = 40' HORIZONTAL 360 358 356 354 352 350 348 360 358 356 354 352 350 348 346 346 14+00 15+00 16+00 16+50 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 N "v tpUj m M W tp d m X500 II s M M W Uj J t+ir W J co U W III t Z U: Cn 4 00 cn <WM) to $ APPROXIMATE E• o w W Ci g Z C Z O W m N ! W 1Q- W S=-0.2 % Ll PROM 3ED WEST R.OWLINE 360 358 356 354 i 352 350 1 348 346 346 14+00 15+00 16+00 16+50 STA. 14+70.88 C.L. TO 15+94.28 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL a^o d, I tD 4 x F 4!w � I� O M •� IIt: M > M > .- II W z 000Z + _ o W w W Z J `� I z AP ROXIMATE G z_ . c CD E C1 mtn U w m _ • g m y U OW mini TURE FLOZOE S=- 25% j I I f �ROPOSED T FLOWIJN� E I UPPER PARKSHIRE STREET SEE SHEET 5 I I � II � W ! Icl O ! 40 O c0 aost I I 00 - M tD > ! r I± ! J J Z J J> rY I ! I cis UW W z to"ui W J I 'j ra I N �n v J md-liaw I 10 $$ �a =1 I I� ++ o�-jN II In , CD O O •- •- N N 1 i 0 Z add Q 1 da ma I �� 3c�i i 4 wu~iu~i cam+ cn u~i z o ( (P.L mv~iu~i 5 !r 4 f)Cn ! iXD _ _ 10+001 s 00M r' BROMSHIRE STREET SEE SHEET 4 j I 1 � oW a j I =x ! A' o XIr N mm 0) J J U U S $ N1 U�0) 1 + to f I ^ zU) 1 11 N 0'35'33" E 315.00' _ _ 12+ 00 _ c) - • - s - 4- - O-- D -- -- -- D 3 1 j ! � o N 0 M 1 4 2 W W W I ~ ►= u P.L r N O M � III. I i j UW Z ou- L-430 _O JJ 31 :I So g C3�m� = to o 'I O $ + 8 Q dMM +� + 0 nI ! U I NN mad J aa�a o I tai ti u~i ci v~i v~i z o , v .. C1 M cn cn I) UPPER PARKSHIRE STREET SEE SHEET 5 360 358 356 354 352 350 348 w I PN 1 I I ! 1 i I w I I I I I � I I g I BROMSHIRE STREET SEE SHEET 4 PEMBERLEY PASSAGE AVENUE SEE SHEET 3 i Q I II W I cl) a J I $ 1 0 >- O ! WI �-J tp iLLJ lL I (3LL: ! vI X� 41 ci )o $$ ) 0 >� g i ma O O �� I )M LOW I ; �$$ w to W cn 3 Z1Q-rQ- I i--x s 14+00 _ s'N 03533" E 300.00'-15+00'- - - s 16 �- -- _ D z 0 II ■ cn O Z O U J p Z J J U ■ � ti O 00 • 00 N 7 ti to to + U+to + co � U ■ d as ■ P.L. v) rn - _ N 0'3533" E 150.00'-1 00�400 � cF:z-I$ v 2 ■ w w w O+i - i 1 o 0 O cn o )J )W JJ i I I i 00 m ■ 33 --�J )tN 1 00 I �� I 00 O$ ' IM I I nl I ko� ++ •torn cc 1 �C) ■ !t~n00 ciQQ I I in cn cn g cn cn BIXSHIRE DRIVE PEMBERLEY PASSAGE AVENUE SEE SHEET 3 (PRIVATE STREET) STA. 10+37.00 C.L. TO 17+65.00 C.L. SCALE: 1" = 40' HORIZONTAL Z cW G 0 W Ld C) LLNd t..L- LL- I I z O d O r cn 06 M co M W c'nl M M , APPROXIMATE EGLq U > j I c6 u, iM m f I APPROXIMATE G i M r f I y i C.L i w w III w.- .L - i �`�- -- --- I W o w IW -- --- ------ ;--- -- - ----I -- -' W - -- --- +---I--- U- 1 i I --- - ,no / N J p Q i 0 0 Wck.0 i o=+ -c i + I I i I W� / N I �� ( • 2-1 f n U Z O W ! I t S=0.25% °f' �' F- cnS=-0.25 ( =0.25% S -0. 6 , I � PROPOSID WEST FL NE I PROPOSED NEST FLOWLI 1 4 E I PROPOSED WEST FL WLINE 346 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 1" = 4' VERTICAL 360 358 356 354 352 350 348 16+00 17+00 360 358 356 354 352 350 348 346 18+00 I TI Z F= cn M zo M `fl M 341 APPROXIMATE EG y CD 0) I I APPROXIMATEEG^ W D z J w _ m ®C.L 1 ®C.L � U4 o ti W11 - __ -- ---- -- -- ---, -- -- --- - -- -- CA+ o cn-!Wo0 00 + j I $ �d I z� /- M m J (n d { N ^ 1 �� Wfn 12:1 U! cn U ZO W f Q S=0.257o I S=-0.25 =0.25% FROPOSEDi a I Mrt1N -� 346 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 1" = 4' VERTICAL LEGEND: LEGEND (CONT. % LEGEND CONL)-. CONSTRUCTION NOTES: ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 0CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST-1 FL FLOWUNE POVC POINT ON VERTICAL CURVE �,_,• _ STOP "S5-2" -END SCHOOL ZONE CL CENTERLINE BVC BEGIN VERTICAL CURVE "R6-1" - ONE WAY "R5-1" "WI4-1* " -END ITEM OF WORK -SEE SCHEDULE 2 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-6 ELEV BCR ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION - DO NOT ENTER "R26(CA)" - NO PARKING ANYTIME "W14-14-2 " - DEAD END a FACE OF CURB STATION - SEE TABLE O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE - NO OUTLET "R3-5R - RIGHT TURN ONLY "� r - DOUBLE ARROW "R4-7" NOTE: CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - KEEP RIGHT WI-6 - SINGLE ARROW " "R81(CA)" - BIKE LANE STANDARD PLAN R.S.P. A88A-CASE A F OR G -DETAIL "5" ON SHEET 11. ' EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "WI-1" - CURVE ARROW PARKING AREA - SEE CONSTRUCTION NOTE 6. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT "1" PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT AND 6" REVEAL PER DETAIL ON SHEET 11. OF VERTICAL CURVE FC FINISH CONCRETE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 11. P.O.C. PA POINT ON CURVE FC FINISHED CONCRETE PROPERTY LINE R/W RIGHT-OF-WAY STORM DRAIN MANHOLE - `�J INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT ® REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. F.O.C. FACE OF CURB C/G CURB AND GUTTER PARKING AREA FLOW LINE „ „ CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER SECTION LETTER CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 11. P.A.F.L FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. A L-- _ - _ _ _ ® CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 11. 00 EXISTING SURVEY MONUMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 2 SIET YrHERE SEC110N 10 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. SPECIFICATIONS ON PROPOSED STD. ST-6. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 11 CONSTRUCT 12' WIDE CROSS GUTTER PER CITY OF BAKERSFIELD s SEWER -REFER TO SEWER &STORM DRAIN PLANS STANDARD ST-9. PER STD. T-1. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 12 SAWNCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY FURNISH & INSTALL METRO STREET SIGN C.O.B. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. PLANS AND DETAILS. ENGINEER. _ FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. ® 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 WITH 10" REVEAL PER STANDARD OR APPROVED EQUAL (SEE DETAIL 6 ON SHEET 11) OVER 0.45 AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO C.O.B. STD. ST-2. �- FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER o ■ ■ ■ ■ ■ TRACT BOUNDARY 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 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-5. C.O.B. STD. ST-14. - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS' v 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. Y AND 1 EA. 1-1/2" BLANK CONDUIT PIPE. 18 FURNISH & INSTALL 2 EA. 1-1/2" BLANK CONDUIT PIPE 16+00 17+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 32.00' 16.17' 8.26' 28'57'15" C2 300.00' 171.80' 88.3S 32'4842" C3 282.00' 161.49' 83.03' 32'4842" 1 SCALE: 1 ,0 • • ot 40':• 1 360 358 356 354 352 350 348 0 $• j�- Know what's below. Call before you dig. 01 11111 Md ry. Tgq,9 928 c S), • 362 360 358 356 354 352 350 348 346 9+00 1. k BROMSHIRE STREET SEE SHEET 4 RISBOROUGH COURT (PRIVATE STREET) STA. 9+58.68 C.L. TO 14+32.71 C.L. SCALE: 1" = 40' HORIZONTAL im 9 4' SIDEWALK EASEMENT PER FINAL MAP 14-+53 `s7 F.O C tD tip O t0 I I I I pp N M p st M ; 00 coo i M M M M i �N Ln N I M M M ` Ln '7 II M M M W W Q W Q W LU W W J U_ J _j >LU J W !0 n. N °' W JW W W Li W Q W {,,_ Q W W I t0 � U to 6 Q p o n M + W m �* �1 O+ CL i AlRDXIMATE l G � rn N N "' Z eoo o I Z c I m + d I o -- CENTERU E ®+ o Ln f o; + N I t7 W + N n M- i W M 'P I -- _ - Q I - p- -- - I - - - "'-W cp --_ En n fn Qtn t u En m in I C3 J C3 LJ fn m fn Q N a(nfZN LjW mW _4 ( I i { I S -1.179; S= .92% j PROPOSED WEST R DWIINE . rn rn 'ROPOSED VEST FI OWLN �n o _� M M M M •j >� I ! I W W LU '� W ( IAj 362 360 358 356 354 352 350 348 9+00 LEGEND: ABBREVIATION5. FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR 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 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 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 LINE © FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST-13. EXISTING SURVEY MONUMENT 1 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTAL_ METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET UGHT-58DO LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 11) $_ FURNISH & INSTAL_ STREET UGHT--9500 LUMEN PER C.O.B. STD. ST-14. EXISTING STREET UGiT PER SEPARATE APPROVED STREET PLANS 10+00 11 +00 12+00 13+00 STA. 9+58.68 C.L. TO 14+32.71 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL RISBOROUGH COURT FOC TABLE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1 E.C. STA. 1D+64.93 C.L. 18.DO LT. STA. 1D+64.93 F.O.C. 352.22 2 B.C. STA. 11+62.68 C.L, 18.00 LT. STA. 11+62.67 F.O.C. 351.97 3 P.R.C. STA. 11+69.82 C.L, 15.DD LT. STA. 11+7D.63 F.O.C. 351.90 4 P.R.C. STA. 12+88.10 C.L. 15.00 LT. STA. 12+9D.54 F.O.C. 351.80 5 E.C. STA. 12+95.24 C.L, 18.00 LT. STA. 12+9&49 F.O.C. 351.87 6 B.C. STA. 13+34.00 C.L, 18.00 LT. STA. 13+37.25 F.O.C. 351.97 7 E.C. STA. 1D+44.9D C.L, 18.00 RT. STA. 1D+44.90 F.O.C. 352.25 8 B.C. STA. 13+34.00 C.L, 18.00 RT. I STA. 13+34.00 F.O.C. 351.97 LINE TABLE LINE # LENGTH BEARING L1 10.00 S89' 24' 27.00'E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 42.DO' 197.86' 4206' 2695442" C2 4200' 199.21' 40.73' 271 * 45'14" C3 37.00' 22.37' 11.54' 34'38'08" C4 37.00' 35.7D' 19.37' 5516'35" C5 25.00' 39.27' 25.00' 90'00'00" C6 10.00' 7.95' 4.2D' 45'34'23" C7 37.00' 29.63' 15.66' 45'52'37" 362 360 o W z Z 358 356 I 354 352 350 348 ' 346 14+00 15+00 i E d IA in M cotc ( to O { 00 tD J to J Li MI I J W Z W I } ! I _j W ! a W -' W N I i N 4. N tD f I jV' i ¢ _ Of " 'i La I ( A XIMATE 'G o[IfF z I m`- `a' dWo CENTERU E+n.- -� ---- -- - - ?� ------'-I- Q� ( �� av~i jn v� I f S=-D. % S=D.25% S=D.2 % _ I S=-D.2 I PROPOSED EAST FLD NE I , i 10+00 11 +00 12+00 13+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 14+00 15+00 LEGEND (CANT.): LEGEND (COS CONSTRUCTION NOTES: kns y FURNISH &INSTALL TRAFFIC SIGNS PER C.D.B. STD. T-19 O CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 "R1-1" - STA "S5-2" - END SCHOOL ZONE "R6-1" _ ONE WAY "W31 CA -END ® ITEM OF WORK - SEE SCHEDULE O CONSTRUCT 5 DETACH® STANDARD TYPE SIDEWALK PER C.O.B. STD ST-6 "R5-1 � NOT ENTER " ("�" "R26(CA)- - NO PARKING ANYTIME W14-1 - DEAD END Q FACE OF CURB STATION - SEE TABLE O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. C� ,,.,. it3-SR' -RIGHT TURN ONLY *M4�"_ ��ARROW NOTE: CONSTRUCT HANDICAP RAMP PER CALTRANS 2D1D REVISED "R4-7" - KEEP RIGHT -WI_6" -SINGLE ARRDW STANDARD PLAN R.S.P. A88A-CASE A, F OR G - DETAIL "5" ON SHEET 11. "R81(CA)- - BIKE LANE d "W3-3" - SIGNAL MEAD "WI-1" - CURVE ARROW � PARKING AREA - SEE CONSTRUCTION NOTE 6. O CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS AND 6" REVEAL PER DETAIL "1" ON SHEET 11. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 11. _ STORM GRAIN MANHOLE - INSTALL W31(CA) SIGN &TYPE III BARRICADE WITH OM4-3 MARKER AT UNITw z4 6 �r 0 SECTION DESIGNATION: O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REFER TO SEWER &STORM DRAIN PLANS REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 4-J, SECTION ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 11. i CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE _ _ _ _ _ _ 9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 11. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 2) CONSTRUCT 5! WIDE ® C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. SHEET WHERE SEC11ON IS SHOWN SPECIFICATIONS ON ROPOSEDNSM SIDEWALK PER C.O.B. SIDEWALK • i1 CONSTRUCT 12' WIDE CROSS GUTTER PER CITY OF BAKERSFIELD s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: STANDARD ST-9. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. PLANS AND DETAILS. 12 ENGINEER. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE O.2D' TYPE 'B" A.C. i3 CONSTRUCT TYPE "M" MEDIAN CURB WITH 1D" REVEAL PER SCALE: 1" = 40' OVER D.45 AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO C.O.B. STD. ST-2 40' 20' 0' 40' 80' TRACT BOUNDARY BE COMPACTED TD TO ERELATIVETYPE DENSITY PER C.O.B. STD. ST-9. 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-5. Know what's below. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Call UNIT BOUNDARY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. �5 EXISTING PROTECT IN PLACE Call before you dig. i 6 EXISTING CURB & GUTTER TO BE REMOVED 17 FURNISH & INSTAL. 1 EA. 2" AND 1 EA. 1-1/2" BLANK CONDUIT PIPE " �$ FURNISH &INSTALL 2 EA. 1-1/2 BLANK CONDUIT PIPE. in N EXPANSION JOINT AT SIDEWALKS CONCRETE WALK, 6" WHERE OCCURS x N _ FINISH GRADE CONCRETE IN ------ ---I _-'- . R=1�2 io IN PARKING AREAS (SEE DETAIL 4 THIS SHEET) Nm a CLASS "B" CONCRETE (5 SACK) EXPANSION JOINTS EA. 3D' .. WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE 9" DETAIL "1" 6" CONCRETE CURB N.T.S. R=1 D' 5' z_ PA7--' �i 3 r 1n o *1D' LOT SIDE J 5' SIDEWALK 7-1 0 51 DETAIL "2" TYPICAL CORNER N.T.S. P/L 30' 30, PfL-tl"A) 12' 18, I 18, 12' MIS AX !I MAX 1 1 SIDEWALK x 1 5' 7' 6' 1 12' 12' 6' 7' 5' 1 c" z NOTE 9 SIDE- LANDSCAPE PARKING LANE LANE PARKING LANDSCAPE SIDE -� WALK AREA z w z_ w I w z_ ARE A WALK I � 0 I 0 I MAX. 2% U O < 0 cn 1 1.5% MAN. -j 0 29� MAX. i FRONT L- L'- 3. % MIN. c- 3.4% MN. L`- LL. ---- I EDGE OF L D.2D' A.C. PAVING D.46 AGG. BASE D.50' COMPACTED SUBGRADE 0 95% REL. DENSITY. STREET SECTION SCALE:1 "=10' 11 (PRIVATE STREET) WMSP EXHIBIT 4-19 TI=4.5 R=43 tW 90' RIGHT OF WAY R I 20' 20' 1D' LANDSCAPE 20' 20' I DRIVE AISLE MEDIAN DRIVE AISLE I I VARIES 5' 1 VARIES VARIES 5' VARIES I SIDE- w w I w SIDE - WALK WALK LANDSCAPE LANDSCAPE j I ;' DSCAPE LANDSCAPE 1 i AREA 2% AREA o o AREA 2% AREA i 2% MAX. 2% � 2% 2% � 2% MAX. 2% 2 5 2 D.2D' TYPE "B" A.C. PAVING D.45' AGG. BASE COMPACTED SUBGRADE 0 95% REL. DENSITY. STREET SECTION B PEMBERLEY PASSAGE AVENUE 1 SCALE:1 "=10' (PRIVATE STREET) WMSP EXHIBIT 4-19.1 TI=4.5 R=43 6' WING W/2 CENTERUNE STORM DRAIN UP CURB AND GUTTER FLOWUNE CURB AND GUTTER B.C.R. LANDSCAPE ---'CENTERUNE STORM DRAIN W 1 6' WING SIDEWALK TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. SIDEWALK 9% MAX 0000`"� 66669% MAX AT CURB °Ooo°oo°o oo°0000 AT CURB 000000 000000 + 4'-2" MIN CASE A MI SIDEWALK 1.5% MAX N z FRONT ED 'v a OF SIDEW) 6" lYP z z "' Q OO0000 °°°°°° 000000 RETAININ( -i Q 0000 oo°° °°o°°° 0000 x 0� CURB (B( n. °°°° a °°°° 0000 0000 SIDES OF 000000 oo°o RAMP) 0000 0 _MIN _ I SEE NOTE 9 A CASE F GUTTER FLOWUNE TOP OF RAMP 4'-2" MIN ROUNDED 7.5% MAX 1.5% MAX SEE NOTE 8 SECTION A -A LOT SIDE - - - 5' SIDEWALK j R=10' R=1D' 5 2 O 15 P.A. F.L. CL PR1VAlE STREET DETAIL "3" TYPICAL BULGE N.T.S. LK 1 a a a » 0 1.67" TO 2.3 " 0.45" o CENTER TO T"I E" CENTER TOP DIA SPACING 0 0 0 RAISED TRUNCATED BASE DIA DOME PATTERN (IN -LINE) hn DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 1D) CURB RAMP - DETAIL "5" IN ACCORDANCE WITH CALTRANS REVISED JULY 2D16 STD. A88A SCALE: NONE NOTE: • CASE "A" OR "G" CURB RAMPS TO BE USED ON COLLECTORS AND ARTERIALS. • CASE "F" CURB RAMPS TO BE USED ON ALL LOCAL STREETS. A 1 SIDEWALK 1.5% FRONT EDGE OF SIDEWALK 2' 6' PROPOSED 6 A. C. PAVING L: p SEE STREET a ,, CROSS SECTION a 2% 2" 0.50' TYPE "A" CONC. 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL "4" PARKING AREA FLOWLINE N.T.S. me FRONT EDGE OF SIDEWALK 6" CONCRETE CURB SEE DETAIL 1 1GHT BASE 6" SLAB SEE C. 0. B. STD ST-14 (4) 1h" x 18" x 3" Z ANCHOR BOLTS 9% MAX . ffij:Jim°°oo° L� AT CURB o0°°00 00 �° z W \, 4'-2" MIN i RETAINING r CURB J SEE NOTE 9� b� CASE G o` LEGEND: LEGEND (.CQNT.)_ LEGEND (CONT.): CONSTRUCTION NOTES: ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Oj CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & OTTER PER C.O.B. STD ST-1 FL FLOWUNE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "-2" -END SCHOOL ZONE "R6-1" CL CENTERUNE BVC BEGIN VERTICAL CURVE - ONE WAY "R5-1" " W31(CA) - END ® ITEM OF WORK -SEE SCHEDULE 2 CONSTRUCT 5, DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-6 ELEV BCR ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION - DO NOT ENTER "R26(CA " - NO PARKING ANYTIME "W14-1" - DEAD END „ " in FACE OF CURB STATION - SEE TABLE 3� INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3-5R - RIGHT TURN ONLY "W14-2 - NO OUTLET WI-7» - DOUBLE ARROW "R81(C NOTE: (� CONSTRUCT HANDICAP RAMP PER CALTRANS 2D1D REVISED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - KEEP RIGHT »Wl-6» - SINGLE ARRDW "V3-Y )" - LANE `.t STANDARD PLAN R.S.P. A88A-CASE A, F OR G - DETAIL "5" ON SHEET 11. EC END CURVE TC TOP OF CURB NA "WI-1" - CURVE ARROW "W3-3" - SIGNAL AHEAD PARKING AREA -SEE CONSTRUCTION NOTE 6. �5 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT "1" PIVC PONT � INTERSECTION TP TOP � PAVEMENT AND 6' REVEAL PER DETAIL ON SHEET 11. OF VERTICAL CURVE FC FINISH CONCRETE - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 11. P.O.C. PA POINT CURVE FINISHED CONCRETE PROPERTY LINE R/W RIGHT-OF-WAY STORM DRAIN MANHOLE - INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT E P. EDGE OF PAVEMENT A P. ANGLE POINT ® REFER TO SEWER &STORM DRAIN PLANS SECTION DESIGNATION: Q BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. F.O.C. FACE OF CURB C/G CURB AND GUTTER PARKING AREA FLOW LINE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER SECTION �� CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 11. P.A.F.L. © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. A _ _ _ _ _ _ ® CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 11. (� EXISTING SURVEY MONUMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 2 SHEET SECTION IS 10 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. ON CONSTRUCT 12' WIDE CROSS GUTTER PER CITY OF BAKERSFIELD s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: 11 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. 12 SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER, FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE D.20' TYPE "B" A.C. 13 CONSTRUCT TYPE "M" MEDIAN CURB WITH 1D" REVEAL PER STANDARD OR APPROVED EQUAL. (SEE DETAIL 6 ON SHEET 11) ® - OVER D.45 AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO C.O.B. STD. ST-2. E_ FURNISH & INSTALL STREET UGiT-9500 LUMEN PER TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. a CATCH TO BE TYPE "A" WITH 3.5' OPENINGS 14 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-5. C.O.B. STD. ST-14. ALL BASINS EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS !z -- ` UNIT BOUNDARY PER C.O.B. SAD. D-14, UNLESS NOTED OTHERWISE 15 EXISTING PROTECT IN PLACE SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN 5214FP14 A850SRLED 30" 15" RADIUS (4) 1,i" x 18" x 3" z ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE NOTE: 5800 LUMEN STREET UGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DET. ST-14. STREET LIGHT - DETAIL "6" SCALE: NONE NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL A AND B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B. OR C OR MAY BE WIDENED AS IN CASE D. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-2". 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 97a AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL. 8. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 9. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FUU_ WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. A 4'-0" WIDE DETECTABLE WARNING SURFACE MAY BE USED ON A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE REQUIREMENTS IN THE STANDARD SPECIFICATIONS. 10. SIDEWALK AND RAMP THICKNESS, "T", SHAH_ BE 3.5" MINIMUM. 11 UTIUTY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACIUTIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 12 DETECTABLE WARNING SURFACES MAY HAVE TO BE CUT TO ALLOW REMOVAL OF UTILITY COVERS WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH AND DEPTH. Know what's below. Call before you dig. aremn ��dlld i0 R D pia; ; s f=