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HomeMy WebLinkAbout1.1-7257 Ph 1 OffsiteA.C. PAVING TESTING NOTES: SP7 -39.01 7 -1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, " SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 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. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. 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 STANDARD CURB AND GUTTER ST -3 STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" ST -4 STANDARD COMMERCIAL DRIVE APPROACH TYPE "B' ST -6 STANDARD PAVEMENT PATCHES ST -7 STANDARD CROSS GUTTERS ST -9 STANDARD STREET SPECIFICATIONS ST -10 STANDARD STREET SECTIONS ST -11 STANDARD STREET CROSS SECTIONS ST -13 STANDARD SURVEY MONUMENTS ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -19 STANDARD HANDICAP RAMPS D -14 STANDARD CATCH BASIN TYPE "A" D -16 STANDARD GUTTER DEPRESSIONS T -1 STANDARD STREEET SIGN POST STYLE 3. PAVING FOR HOVINGHAM DRIVE (LOCAL COLLECTOR) SHALL BE: 0.30' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER 1.00' O.G.. 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 INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' POST TOP PER DETAIL HEREON. - D 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' 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. 1- 800 - 227 -2600. 12. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ( "GREENBOOK "). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY 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 -2049. 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. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANTS DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED 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) #5F15C371211 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. - ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT -OF -WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) - INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS - 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 - ANY ITEMS IN PUBLIC RIGHT -OF -WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE PREPARING AND /OR UPGRADING AS PER CITY ENGINEER. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION STOCKDALE UNIT 1 A.C. PAVING TONS T. 30 S., 200 -2.2 OF THE 'GREENBOOK ". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED R. 26 E. y'cy Ut UDL JIT -EN 0 CE MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE 'GREENBOOK....... WHICH ALLOWS UP TO 50% OF 1 �oZ 1 _ E 1620 a SQFT 12058 THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT LEGEND: 4 STREET LIGHTS EA. TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE MONUMENT ENCASEMENTS 2 PROJECT ITE LF BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. COLLECTOR (� LENGTH (PUBLIC) ABBREVIATIONS �e Q PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION FL FLOWLINE POVC POINT ON VERTICAL CURVE SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: CL CENTERLINE BVC BEGIN VERTICAL CURVE 0 ELEV ELEVATION EVC END VERTICAL CURVE 0 IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM BCR BEGIN CURB RETURN PI POINT OF INTERSECTION TO THE FOLLOWING: ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING EC END CURVE TC TOP OF CURB PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FEET ABOVE OR PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT BELOW THE GRADE ESTABLISHED BY THE ENGINEER, z OF VERTICAL CURVE FC FINISH CONCRETE EE) P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE 13 B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PA PROPERTY LINE R/W RIGHT -OF -WAY PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE 0.04 FEET ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. EX. EXISTING C/G CURB AND GUTTER RAILROAD P.A.F.L. PARKING AREA FLOW LINE R1 -1 0 VICINITY MAP NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS TRACT 7257 UNIT 1 (LOCAL COLLECTOR) OFFSITE STA. 10+00.00 C.L. TO STA 17105.74 C.L. WHEN A DEVELOPMENT OCCURS IN THE FUTURE THAT ACCESSES THIS PORTION OF HOVINGHAM REQUIRING THE BARRICADES TO BE REMOVED AND THE STREET TO BE OPENED, ONE OF THE FOLLOWING WILL BE REQUIRED AS A CONDITION OF THAT STREET OPENING: • HOVINGHAM WILL EITHER BE EXTENDED SOUTHERLY ACROSS THE RIVER CANAL AND CONNECT TO ANOTHER PUBLIC STREET SO THAT A COMPLETE STREET SYSTEM, WHICH ALSO PROVIDES SECONDARY ACCESS, WILL BE IN PLACE; OR • A TEMPORARY TURN- AROUND IN CONFORMANCE WITH CITY STANDARDS WILL BE CONSTRUCTED AT THE CURRENT SOUTH END OF HOVINGHAM LOCATED JUST NORTH OF THE RIVER CANAL; OR • A MEDIAN OPENING WILL BE CONSTRUCTED TO CITY STANDARDS IN ALIGNMENT WITH A DRIVEWAY ALONG THE EAST SIDE OF HOVINGHAM. AN ADJACENT AREA SHALL BE PAVED AND AN EASEMENT RECORDED ALLOWING FOR THE PUBLIC TO UTILIZE THE DRIVEWAY AND ADJACENT PAVING TO PROVIDE FOR A U -TURN MOVEMENT. THIS AREA SHALL ACCOMMODATE THE MORE RESTRICTIVE TURNING MOVEMENT OF EITHER THE LARGEST CITY FIRE TRUCK, A CITY GARBAGE TRUCK, OR A WB -50 DESIGN VEHICLE. d� MING AVE - REFER TO OFFSITE PLANS, SUBMITTED: 2/10/2015. STOCKDALE UNIT 1 A.C. PAVING TONS T. 30 S., °a R. 26 E. y'cy Ut UDL JIT -EN 0 CE 6" CURB AND GUTTER 1 �oZ 1 _ E 1620 a SQFT 12058 TRAFFIC CONTROL SIGNS EA. 4 STREET LIGHTS EA. 2 MONUMENT ENCASEMENTS 2 PROJECT ITE LF 0 cr Z COLLECTOR (� LENGTH (PUBLIC) LF �e cr MING AVENUE m. am TR sex r 0 4 D 0 11 2 0 z Uj ant < ?'o am WHITE LANE > a z w D 14 0 13 m V) OUTHERN PACIFIC RAILROAD VICINITY MAP NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS TRACT 7257 UNIT 1 (LOCAL COLLECTOR) OFFSITE STA. 10+00.00 C.L. TO STA 17105.74 C.L. WHEN A DEVELOPMENT OCCURS IN THE FUTURE THAT ACCESSES THIS PORTION OF HOVINGHAM REQUIRING THE BARRICADES TO BE REMOVED AND THE STREET TO BE OPENED, ONE OF THE FOLLOWING WILL BE REQUIRED AS A CONDITION OF THAT STREET OPENING: • HOVINGHAM WILL EITHER BE EXTENDED SOUTHERLY ACROSS THE RIVER CANAL AND CONNECT TO ANOTHER PUBLIC STREET SO THAT A COMPLETE STREET SYSTEM, WHICH ALSO PROVIDES SECONDARY ACCESS, WILL BE IN PLACE; OR • A TEMPORARY TURN- AROUND IN CONFORMANCE WITH CITY STANDARDS WILL BE CONSTRUCTED AT THE CURRENT SOUTH END OF HOVINGHAM LOCATED JUST NORTH OF THE RIVER CANAL; OR • A MEDIAN OPENING WILL BE CONSTRUCTED TO CITY STANDARDS IN ALIGNMENT WITH A DRIVEWAY ALONG THE EAST SIDE OF HOVINGHAM. AN ADJACENT AREA SHALL BE PAVED AND AN EASEMENT RECORDED ALLOWING FOR THE PUBLIC TO UTILIZE THE DRIVEWAY AND ADJACENT PAVING TO PROVIDE FOR A U -TURN MOVEMENT. THIS AREA SHALL ACCOMMODATE THE MORE RESTRICTIVE TURNING MOVEMENT OF EITHER THE LARGEST CITY FIRE TRUCK, A CITY GARBAGE TRUCK, OR A WB -50 DESIGN VEHICLE. d� MING AVE - REFER TO OFFSITE PLANS, SUBMITTED: 2/10/2015. o / I � I I TRACT 7256 yo °'. TRACT 7257 _U T 1 �� 1 KEY MAP SCALE: 1"=200' MB LEY P AS AGE VEN E �- lPPSSP PEMBE�� y \ ✓ cr, \ � r UNIT 3 w Y \ I U ` o TRACT 7255 / O FUTURE SCHOOL SITE / � P ODENOTES SHEET NUMBER LIST OF MATERIALS ITEM UNIT UNIT 1 A.C. PAVING TONS 729 0 CUYD Ut UDL JIT -EN 2 PL CE 6" CURB AND GUTTER 1 �oZ 1 _ E o / I � I I TRACT 7256 yo °'. TRACT 7257 _U T 1 �� 1 KEY MAP SCALE: 1"=200' MB LEY P AS AGE VEN E �- lPPSSP PEMBE�� y \ ✓ cr, \ � r UNIT 3 w Y \ I U ` o TRACT 7255 / O FUTURE SCHOOL SITE / � P ODENOTES SHEET NUMBER LIST OF MATERIALS ITEM UNIT UNIT 1 A.C. PAVING TONS 729 CL. II AGG. BASE CUYD 497 SUBGRADE PREPARATION CUYD 1630 6" CURB AND GUTTER LF 1620 SIDEWALK SQFT 12058 TRAFFIC CONTROL SIGNS EA. 4 STREET LIGHTS EA. 2 MONUMENT ENCASEMENTS EA. 3 MEDIAN CURB LF 1362 COLLECTOR (� LENGTH (PUBLIC) LF 833 LEGEND (CONT.): 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 UGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. STREET LIGHTS ARE TO BE "LED" FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. STREET LIGHTS ARE TO BE 'LED' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: 'R1 -1" - STOP "S5 -2' - END SCHOOL ZONE 'R6 -1" - ONE WAY "R5 -1" - DO NOT ENTER "W ' -END "R26(CA)' - NO PARKING "W114 -14 -1" " -DEAD END "R3 -5R" - RIGHT TURN ONLY AW14 -2' - NO OUTLET 'R4 -7" - KEEP RIGHT * W1-7* - DOUBLE ARROW 'R81(CA)" - BIKE LANE '1-6' - SINGLE ARROW 'W3 -3" - SIGNAL AHEAD "W1 -1' - CURVE ARROW LEGEND (CONT.): UNIT 4 �R 0 INDEX OF SHEETS SHEET TITLE 1. TITLE SHEET 2. HOVINGHAM DRIVE STA. 10 +00.00 C.L. TO STA. 18 +33.62 C.L. 3. SPECIFICATIONS AND DETAILS 4. LINE OF SIGHT o, CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN ® EXISTING STORM DRAIN MANHOLE C EXISTING SEWER MANHOLE CQ EXISTING SEWER CLEANOUT -- o NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS EXISTING STORM DRAIN LINE EXISTING SEWER LINE - - - - - - - - TRACT BOUNDARY PHASE BOUNDARY L_ -J Ui z J a H 0 0 � O I N 0 0 0 z J D a cn ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6 -30 -16 // -Z3�- /S 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 INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. lL APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12 -31 -16 uk REVIEWED BY: /7-- 16 -Za15 I ASSISTANT PUBLIC WORKS DIRECTOR I I I I I I I REVIEWED BY: " ' `/ /2-Y �lS° TRAFFIC ENGINEER NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 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. O1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE CONSTRUCTION NOTES BENCHMARK USED: E❑ MEDIAN STATION - SEE TABLE 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., SECTION DESIGNATION: SE00N LErrER ELEV = 367.96' (NAVD 88 DATUM) 2 PROJECT AREA: srlEEr WHERE sECnoN Is sHOwN HOVINGHAM DRIVE: 1.02 ACRES Know what's below. Call before you dig. b/1 O� N� W C14 1 MM M� U TDG- o > w 0 STATIONING TABLE - MEDIAN CURB r � NN REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. F1 FUTURE - B.V.C. STA. 9 +71.19, 10.50RT. 363.68' 364.51' F2 FUTURE - TRACT BOUNDARY STA. 10 +00.02, 10.50RT. 363.56' 364.39' [3 FUTURE - B.C./P.O.V.C. STA. 10 +67.59, 10.50RT. 362.87' 363.70' ® FUTURE - GRADE BREAK /P.I.V.C. STA. 10 +71.07, 10.50RT. 362.82' 363.65' [5] BEGIN MEDIAN CURB STA. 11 +02.31, 10.50RT. 362.79' 363.62' © E.V.C. STA. 11 +67.73, 10.50RT. 362.74' 361.57' 07 B.V.C. STA. 12 +06.40, 10.50RT. 359.66' 360.49' ® GRADE BREAK /P.I.V.C. - -- STA. 13 +03.06, 10.50RT. 357.52' 358.35' 9Q E.V.C. STA. 13 +99.72, 10.50RT. 356.72' 357.55' 10 E.C. STA. 14 +26.63, 10.50RT. 356.65' 357.48' 11 B.C. STA. 15 +21.96, 10.5ORT. 356.41' 357.24' ©2 E.C. STA. 15 +29.76, 10.48RT. 356.39' 357.22' t3 END MEDIAN/MATCH TRACT 7255 UNIT 1 STA. 17 +15.31, 9.52RT. 355.88' 356.71' ® END MEDIAN /MATCH TRACT 7255 UNIT 1 STA. 17 +15.22, 4.50LT. 355.95 356.45' Q E.C. STA. 14 +26.63, 4.5OLT. 356.68' 357.18' © E.V.C. STA. 14 +12.27, 4.5OLT. 356.71' 357.21' Q7 GRADE BREAK /P.I.V.C. STA. 13 +09.33, 4.50LT. 357.58' 358.08' ® B.V.C. STA. 12 +06.40, 4.50LT. 359.69' 360.19' V9 E.V.0 STA. 11 +67.73, 4.50LT. 360.72' 361.22' ®0 BEGIN MEDIAN CURB STA. 11 +02.20, 4.50LT. 362.20' 362.70' 21 FUTURE - B.C./P.O.V.C. STA. 10 +67.58, 4.5OLT. 362.79' 363.29' © FUTURE - GRADE BREAK /P.I.V.C. STA. 10 +64.87, 4.50LT. STA. 9 +99.98, 4.50LT. STA. 9 +64.87, 4.50LT. 362.83' 363.53' 363.70' 363.66' 364.36' 364.53' ®3 FUTURE - TRACT BOUNDARY ® FUTURE - B.V.C. CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. O3 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD ST -3 ®CONSTRUCT TYPE "M " -10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2 O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W31(CA) SIGN WITH OM4 -3 MARKER AT ROUNDABOUT ENTRANCE TO THE SOUTH HALF OF HOVINGHAM DRIVE. BARRICADE MAY BE REMOVED AND SALVAGED ONCE ONE OF THE THREE CONDITIONS ON SHEET 1 ARE MET AND ACCEPTED BY THE CITY OF BAKERSFIELD, © FURNISH AND INSTALL TRAFFIC SIGNS PER COB STD.T -19 �7 PROPOSED MONUMENT AND BLOCK WALL - SEE SEPARATE PLANS FOR DETAILS ® FURNISH AND INSTALL STREET LIGHT. SEE SHEET 3 FOR DETAILS ® FUTURE TYPE "M " -10" REVEAL MEDIAN TO BE CONSTRUCTED AFTER TEMPORARY TURNAROUND IS REMOVED �p CONSTRUCT TEMPORARY TYPE "M " -10" REVEAL MEDIAN CURB AND REMOVE AFTER CONSTRUCTION OF FUTURE CANAL CROSSING 1 INSTALL TEMPORARY W14 -1 SIGN AND REMOVE AFTER CONSTRUCTION OF FUTURE CANAL CROSSING EXISTING CHAINLINK FENCE TO REMAIN UNTIL THE CONSTRUCTION OF THE FUTURE CANAL CROSSING NOTES: 1. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 0 z m ~ 1 U .0 N 6 rn' J U 0 - 2 z I U L t- f 4 W �� Lj I � I I �I J 1\11 T zel 374 - -- -� - - -- -� -- FUTURE 200.b0' 200.00' , VERTICAL CURVE z IM VERT. CURVE 372 - I r 0 tp -- - - -- _T O pM YM O 00 -o- co c0 "i Q K) Z Z (V co M O m N co I N __ _ K) U W W M N O N rMr� 370 W U W Q Lo j Q W N W e+j ._ .I>: �I� Q W J N I"J . 368 � �+ Q W mWto W I c) W 0) > U -J W C 00 m I I i I W+ ?I+ ?I< m+ W < 4 W >It^O W 366 _ , of m ZZ li fn � O) t V, + W O + - -- m li) In ? fn '' (n I ~ IQ t=i U U I t0 ti fn 0 G9 Q > Q p C31:5 + 364 - - S =0.25% _ S= -0.25% w m c~i� a ci C m in 0 Q 362 _ - �-- -� - cv FUTURE WEST I / I - ,\ c /`MATCH EXISTING 360 i FLOWLINE - t - -- -/ Imo'- I J I -4- L-S =2.69% I zIQ 358 - , - -; -- -r - - -1 - i of I M 356 I c j � - - - I ... ` - - - -- I z al N Q HOVINGHAM DRIVE (LOCAL COLLECTOR) STA. 10 +00.00 C.L. TO STA. 18 +33.62 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL U S=- 2.74 % -' \_ EXIST.. GROUND ® CENTERLINE 354 1 X r; r-: I U - 352 1WI�, 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 374 372 - 370 368 366 364 362 360 358 356 354 352 6 +00 12 +00 LLLJ _1 4m m w M W M C1 d' j U W J(I. En a � PROPOSED WEST FLOWLINE 13 +00 FUTURE 200.00' 200.00' I 200VERTICAL CURVE N VERT. CURVE in �z -U-) o C? VERT. CURVE co Uj N IUj m N0 N co cli W I -- W Z I W W co LO W W -i W U W �I I Q Q J 1 W _: Q> N M IK) C6 +' - __ _ ... 1W p+p w (m (� m (�- W O to Q: z - � in <' F o+ p + w n is �Q cUd _ _ En I I I=i N m c~n I �IIU) W H Q O> + rilN I!n S= 0.25% L_ S= -0.25% _ 1 _ w m cn i m V)) a W W m N W W Q1 W W FUTURE EAST _ / I `�'/ \ -MATCH EXISTING I �I+ W FLOWLINE l�_. / 1 - - -- `I ET POSED i� U I M ` EXIST. GROUND - - - Privrva�_u �riJ i 't I zz j ® CENTERLINE FLOWLINE w I Z Nz� cq I -� Wow v? , r- U Q mm N 1 -- p i f W � W . w N 0 ± M w� �J X1q 3 ._�� - - -- ------------------ j S = -0.2 14 +00 15 +00 U W 7 +00 8 +00 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 r r � NN -1 J`r�� v, HOVINGHAM DRIVE (LOCAL COLLECTOR) STA. 10 +00.00 C.L. TO STA. 18 +33.62 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL U S=- 2.74 % -' \_ EXIST.. GROUND ® CENTERLINE 354 1 X r; r-: I U - 352 1WI�, 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 374 372 - 370 368 366 364 362 360 358 356 354 352 6 +00 12 +00 LLLJ _1 4m m w M W M C1 d' j U W J(I. En a � PROPOSED WEST FLOWLINE 13 +00 FUTURE 200.00' 200.00' I 200VERTICAL CURVE N VERT. CURVE in �z -U-) o C? VERT. CURVE co Uj N IUj m N0 N co cli W I -- W Z I W W co LO W W -i W U W �I I Q Q J 1 W _: Q> N M IK) C6 +' - __ _ ... 1W p+p w (m (� m (�- W O to Q: z - � in <' F o+ p + w n is �Q cUd _ _ En I I I=i N m c~n I �IIU) W H Q O> + rilN I!n S= 0.25% L_ S= -0.25% _ 1 _ w m cn i m V)) a W W m N W W Q1 W W FUTURE EAST _ / I `�'/ \ -MATCH EXISTING I �I+ W FLOWLINE l�_. / 1 - - -- `I ET POSED i� U I M ` EXIST. GROUND - - - Privrva�_u �riJ i 't I zz j ® CENTERLINE FLOWLINE w I Z Nz� cq I -� Wow v? , r- U Q mm N 1 -- p i f W � W . w N 0 ± M w� �J X1q 3 ._�� - - -- ------------------ j S = -0.2 14 +00 15 +00 U W 7 +00 8 +00 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 r LINE NO. u 'J N LENGTH r 372 i�- I . M n U u- N co PASWEEA OUE to N S Q M�STREET TRACT m AM UNIT 1 ENT PLAN r'"U Lt Y STREET IMPR 7255 ASSA�E A OVEMEN��� N ------ - - --+- ---- r- r- - - -- 16 +00 17 +00 18 +00 16 +00 d S= -0.25% 17 +00 v��,- r c� r, - rr j\j r, l\, r f �JJ U]\ll r ROUNDABOUT TO BE CONSTRUCTED WITH TRACT -7 255 UN/T 1 7 i - Oda 2 � i - , r rr A] � %ph�lr - Jell r� LINE NO. 374 LENGTH L1 372 - I . M ODD.. i^ 370 - - 2 368 12.24' M IM 10'47'18" 3 M > W w > W W 36.09' 39'41'37" 04 - 4 LO W LO cq 322.97' 366 18'36'26" IM . � _ R rn 21.50' 0138'33" 6 ~IM Q LO I ro LO I 53'53'03" w U ^ ± + 1.58' 02'47'23" 8 Z N 362 58'02'03" Ui LO mlc~n, alci � v~i ------ - - --+- ---- r- r- - - -- 16 +00 17 +00 18 +00 16 +00 d S= -0.25% 17 +00 v��,- r c� r, - rr j\j r, l\, r f �JJ U]\ll r ROUNDABOUT TO BE CONSTRUCTED WITH TRACT -7 255 UN/T 1 7 i - Oda 2 � i - , r rr A] � %ph�lr - Jell r� '_EXISTING EAST FLOWLINE 18 +00 374 -- 372 370 368 366 364 362 - 360 358 356 354 I 352 19 +00 LINE TABLE LINE NO. 374 LENGTH L1 372 - - -- N45'03'09 "W 370 - - 2 368 12.24' 6.14' 10'47'18" 3 100.00' Z 36.09' 39'41'37" 04 - 4 LO W LO cq 322.97' 366 18'36'26" IM 1500.00' LO 21.50' 0138'33" 6 ~IM Q > 364 53'53'03" w �I Uj w 1.58' 02'47'23" 8 Z N 362 58'02'03" Ui LO N 57< O + 3.90' 0017'53" coo m _ °° 360 41'33'32" 11 � aQ v 6.14' u i cn m < cn 1 36.09' 39'41'37" 358 356 - 354 EXISTING WEST) FLOWLINE - -� 352 19 +00 '_EXISTING EAST FLOWLINE 18 +00 374 -- 372 370 368 366 364 362 - 360 358 356 354 I 352 19 +00 LINE TABLE LINE NO. BEARING LENGTH L1 N24'27'36 "W 67.58' L2 N45'03'09 "W 36.87' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 80.00' 58.03' 30.36' 41'33'32" 2 65.00' 12.24' 6.14' 10'47'18" 3 100.00' 69.28' 36.09' 39'41'37" 4 994.50' 322.97' 162.92' 18'36'26" 5 1500.00' 43.00' 21.50' 0138'33" 6 30.00' 28.21' 15.25' 53'53'03" 7 65.00' 3.16' 1.58' 02'47'23" 8 20.00' 20.26' 11.09' 58'02'03" 9 1500.00' 7.80' 3.90' 0017'53" 10 80.00' 58.03' 30.36' 41'33'32" 11 65.00' 12.24' 6.14' 10'47'18" 1 100.00' 1 69.28' 1 36.09' 39'41'37" 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 T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE OO 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. STREET LIGHTS ARE TO BE "LED" ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. STREET LIGHTS ARE TO BE "LED" EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS R1 -1 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 END 'R26(CA )' - NO PARKING W14 -2 - NO OUTLET "' "R3 -5R -RIGHT TURN ONLY " 'R4 -7' - KEEP RIGHT W1 -7' - DOUBLE ARROW 'R81(CA)" - BIKE LANE "W1-6' - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT - - NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS EXISTING STORM DRAIN LINE EXISTING SEWER LINE TRACT BOUNDARY PHASE BOUNDARY ----- - - - - -- FUTURE MEDIAN O CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK - SEE CONSTRUCTION NOTES 1❑ MEDIAN STATION - SEE TABLE SECTION DESIGNATION: SECTION LETTER -- -- A _2 SHEET WHERE SECTION IS SHOWN Know what's below. Call before you dig. R/W R/W j 19.5' 28.5 34.5' yl! _ 13.5 _ VARIES VARIES PL 8.5' 1 10' VARIES 24' 4.5' 9.5' -10.5' 20' -24' VARIES 5' I 8.5' L/S I MEANDERING L/S DRIVE AISLE LANDSCAPE MEDIAN DRIVE AISLE L/S S/W ( L/S SIDEWALK i 1 I I I 4 2% 1 i 2% 2% 0.30' A.C. PAVING 1.00' COMPACTED SUBGRADE 0.40' AGG. BASE COMPACTED TO 95% SECTION A SCALE:1 " =10' 3 R = 59 11 = 6 TYPICAL STREET SECTION LOCAL COLLECTOR (PUBLIC STREET) WMSP EXHIBIT 4 -11.4 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. O3 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD ST -3 ® CONSTRUCT TYPE "M " -10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2 O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W31(CA) SIGN WITH OM4 -3 MARKER AT ROUNDABOUT ENTRANCE TO THE SOUTH HALF OF HOVINGHAM DRIVE. BARRICADE MAY BE REMOVED AND SALVAGED ONCE ONE OF THE THREE CONDITIONS ON SHEET 1 ARE MET AND ACCEPTED BY THE CITY OF BAKERSFIELD. © FURNISH AND INSTALL TRAFFIC SIGNS PER COB STD.T -19 O7 PROPOSED MONUMENT AND BLOCK WALL - SEE SEPARATE PLANS FOR DETAILS ® FURNISH AND INSTALL STREET LIGHT. SEE SHEET 3 FOR DETAILS Og FUTURE TYPE "M" -10" REVEAL MEDIAN TO BE CONSTRUCTED AFTER TEMPORARY TURNAROUND IS REMOVED 10 CONSTRUCT TEMPORARY TYPE "M " -10" REVEAL MEDIAN CURB AND REMOVE AFTER CONSTRUCTION OF FUTURE CANAL CROSSING 11 INSTALL TEMPORARY W14 -1 SIGN AND REMOVE AFTER CONSTRUCTION OF FUTURE CANAL CROSSING EXISTING CHAINLINK FENCE TO REMAIN UNTIL THE CONSTRUCTION OF THE FUTURE CANAL CROSSING NOTES: 1. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. LEGEND: �— "R1 -1" - STOP "R6 'S5-2" - END SCHOOL ZONE -1' - ONE WAY ABBREVIATIONS "R5 -1' - DO NOT ENTER "W31(CA)' - END 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 T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE LEGEND (CONT.): OO 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. -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. STREET LIGHTS ARE TO BE "LED" -E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. STREET LIGHTS ARE TO BE "LED" EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: �— "R1 -1" - STOP "R6 'S5-2" - END SCHOOL ZONE -1' - ONE WAY STERNBERG "R5 -1' - DO NOT ENTER "W31(CA)' - END "R26(CA)' - NO PARKING 'W14 -1' - DEAD END " "R3 -5R' - RIGHT TURN ONLY W14 -2" - NO OUTLET *R4-7* -KEEP RIGHT .W14- _ DOUBLE ARROW "R81(C 81(CA)" - BIKE LANE "Wl -6" - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1' - CURVE ARROW DOUBLE FIXTURE (9500 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE STERNBERG STERNBERG 24' BARRINGTON POLE OLD TOWN 5214FP24 A850100HPS NOTE: 9500 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DIET. ST -14. 2.5" MIN (4) Y4" x 18" x 3" ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE DETAIL "1" -30 _ HOVINGHAM STREET LIGHT NOT TO SCALE LEGEND (CONT.): r� CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN 0 EXISTING STORM DRAIN MANHOLE Ol CURVE NUMBER FOR CURVE DESCRIPTION GS EXISTING SEWER MANHOLE ® ITEM OF WORK - SEE CONSTRUCTION NOTES 0 EXISTING SEWER CLEANOUT 1❑ MEDIAN STATION - SEE TABLE - - NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS EXISTING STORM DRAIN LINE EXISTING SEWER LINE TRACT BOUNDARY PHASE BOUNDARY SECTION DESIGNATION: SECTION LETTER _2 SHEET WERE SECTION IS SHOWN IGHT BASE 6" SLAB SEE C.O.B. STD ST -14 (4)1.4 "x18 "x3" a ANCHOR BOLTS Know what's below. Call before you dig. oA� i F \ / TRACT 7257 I I RE • �� UNIT 1 I I R0`Sc �l q� 10 I Q FUTURE MEDIAN ♦ - f _ PROPOSED MEDIAN 0 / N _ --� - - -- - / x - __ c', / ----- - - - - -- 441 cn 4 a- U to > N H CL' _ ! wcn(n / ZOO O_Utn �Y= O ^ ^�^ C'i W H ! / 800 V)z Y •-� W NH / m00 Qom.-- J = NJ OW V W 00 C-) 0 UN N2 C)W / a.�� en LO to UN N_J O to Cn N + + (0 n ,0 j F- o_ ° ^ d t / Wit% (~ UQQ NN Y00^ �� /// / /` WU)� Low / TRACT BOUNDARY / ♦ m N N w M M FUTURE SCHOOL SITE 0 / °U) 0 HOVINGHAM DRIVE (PUBLIC STREET) STA. 9 +71.19, C.L. TO STA. 14 +03.64 C.L. SCALE: 1" = 50' HORIZONTAL W z x c� 374 _ - _ _ 374 372_ 372 n 370 _ 370 STOPPING SIGHT DISTANCE 0 45 MPH = 360.00' 368 - -- 368 150.34' CA AL CROSSING TORE POUND .- - - -- - - -' 366 CJRVE TO AYUGHT LINE Y SIGHT - - - DETAIL 366 TO FUTU DESIGN to 364 BY o "' 364 - - -_ - - _ - -- -- - S=0.25 L' - -- � S= -0.25% j - - -- Q 5X _ 362 (FUTURE) __ N z (FUTURE o, I ,) I z N - - -- - SIGHT NE 362 ' ry p / M I I \ # o �?2 _2.6g!; � S=-169% �, M - - O 360 360 M - _ I W G1---:-_269,V _ 358 =2.s m W W m IZ I Q J N 358 rz w � C. co W^ N I U Q U W W Z >� _� Q,n I I :7! mwto M LO of w a m 4i > >� °o M U> n — 356 z + —� W + m + o lWit N -J 356 U �_ ° r �' I W W O < n J W W M LO d Cn O] U �." O W N 1=i fly - -� I Q. Z H U O w z O0 Q> Y Cp 354 — W - .- wo N_ � ti 354. --QO to { U + O]W >WW F- O_ 4. O '- > p N J 352 `` N m N M> N 352 350 - a 350 O_ N 0 T ci a 348 348 FUTURE ORES r CURVE ORES 2K CV CURVE 2 SAG CIIRVE I 346 346 I 344 - - - - - L -- -- - 344 6 +00 7 +00 8 +00 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 STA. 7 +99.81, SIGHT LINE TO STA. 14 +11.21 SIGHT LINE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: ABBREVIATIONS b ~ 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 w Q 0 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE m m BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB -0- PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE _D P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY UNE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER a 0 P.A.F.L. PARKING AREA FLOW UNE R1 -1 i LEGEND (CONT.)- FURNISH & INSTALL SURVEY MONUMENT PER C.O.S. 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 UGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. STREET LIGHTS ARE TO BE "LED" FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. STREET UGHTS ARE TO BE 'LED' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 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 END R26(CA NO PARKING 'W14 -2' - NO OUTLET 'R3 -5R -RIGHT TURN ONLY . W1 -7 - DOUBLE ARROW 'R81(C - KEEP RIGHT -W1-6' - SINGLE ARROW 'R81(CA)' -BIKE LANE "W3 -3' - SIGNAL AHEAD "W11-1" - CURVE ARROW LEGEND (CONT.) CONSTRUCT CATCH BASIN TYPE 'A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT -- NEW STORM DRAIN UNE - REFER TO SEWER AND STORM DRAIN PLANS U EXISTING STORM DRAIN UNE EXISTING SEWER LINE TRACT BOUNDARY PHASE BOUNDARY STOPPING SIGHT DISTANCE CALCULATIONS G: GRADE RATES — PERCENT ( %) A: ALGEBRAIC GRADE DIFFERENCE — PERCENT ( %) L: LENGTH OF CURVE — FEET S: MINIMUM SIGHT DISTANCE — FEET @ 45 MPH 360' VERTICAL CURVE SAFETY ANALYSIS CREST CURVE: LENGTH PROVIDED; LPROVIDED =200' A = (131 -132) = j- 0.25 % —(- 2.69 %)j =2.44% MINIMUM LENGTH: WHEN S > L ; L— 2S— 1329/A LREQ= 2 *(360') — 1329/(2.44 %) = 175.33' THEREFORE; LENGTHREQ < LENGTHPROVIDED SAG CURVE: LENGTH PROVIDED; A = (G1 —G2) _ MINIMUM LENGTH: WHEN S > L ; L- LREQ= 2 *(360 LPROVIDED= 200' - 2.69 % —(- 0.25 %)j =2.94% = 2S — (400 + 3.5S) /A ') —(400+ 3.5 *(360'))/(2.94 %) = 155.37' THEREFORE; LENGTHREQ < LENGTHPROVIDED CALTRANS 2010 HIGHWAY DESIGN MANUAL DRIVERS EYE HEIGHT: 3.5' OBJECT HEIGHT: 0.5' Oj CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE CONSTRUCTION NOTES Q MEDIAN STATION - SEE TABLE SECTION DESIGNATION: SECTION LETTER -- -- SHEET WHERE SECTION IS SHOWN DETAIL "A" SCALE: 1" = 1' VERTICAL Know what's below. Call before you dig. C P ^N1 b ~ > v U w Q 0 m m 0 Z 0 J w a 0 Q J a z .O -�z �W = LL O 11�4 6 C Z_ Lei, J O r H z cS ti N ;2 r w J V LL ° Q H W W qqt I co 0