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HomeMy WebLinkAbout6.1-1842AJC PAVING TESTING NOTES: 1. 7-1 ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ALTERIAL 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 SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE VISCOSITY GRADED PERFORMANCE ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER, ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY 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 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 W 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. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT 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 DESIGN 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. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 12, 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 OPERATION, 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, 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 ENDS OF A LAYER CF 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. APPROVED BOND BREAKER MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS. RESUME. 14, ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. 1N -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 15, 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, 16. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90 PERCENT OR MORE THAT 96 PERCENT, 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. 17. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. 18. 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 GRADING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT. OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WIIL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 19. 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 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 CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS, A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY. THE CITY ENGINEER. AC PAVING 99 20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 21. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: A. WHEN THE ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON 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. 22. 95 PERCENT COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE APPROACHES. STANDARD NOTES: 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CALIFORNIA DEPARTMENT 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 -4 STANDARD DRIVEWAY ST -6 STANDARD PAVEMENT PATCHES ST -14 STANDARD STREET SPECIFICATIONS ST -19 STANDARD HANDICAP RAMPS 3. PAVEMENT: PAVING FOR BURR STREET PER ST -14: 3" TYPE "A" ASPHALT CONCRETE OVER 4" CL II AGGREGATE BASE OVER 12" ORIGINAL GROUND. ORIGINAL GROUND TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD ST -14 4, INSTALL TRAFFIC CONTROL SIGNS. 5. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 6. 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. 7. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 8. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEASE 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 9. WARiNG/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND 'VANDAL PROOF NUT ASSEMBLY OF'. EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 10. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY, UNLESS SECURED BY IMPROVEMENT AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PREFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 11. 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 200-24 OF THE "GREENBOOK"..., _.. WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE CAMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY, 12. 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. 13. ANT TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 14. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 15. 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. 16. 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 WITP THE PROVISIONS OF SAID PLAN. 17. STORM WATER POLLUTION PREVENTION PLAN: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PLAN (SWEEP) FOR THIS PROJECT FROM THE DEVELOPER AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION OF CONTRACTOR'S CCCUPANCY OF THE SITE. CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISICNS OF SAID PLAN. WDID NO.: 5F151020347. 18. 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. 19. INSTALL BLUE PAVEMENT MARKERS AT CENTERLINES FOR ALL FIRE HYDRANT LOCATIONS - 20. CONTRACTOR IS TO STAMP AN 'S' INTO THE CURB FACE OVER EACH SEWER LATERAL 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. .ANY ITEM IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC. WORKS WILL REQUIRE REPAIRING AND/OR UPGRADE AS PER CITY ENGINEER. 23, CONTRACTOR IS TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATIONS. 24, 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. 25, MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 26. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION AND PARKS DEPARTMENT. MATERIAL LIST: PHASE I ITEM QUANTITY UNIT SAW CUT (STREET) 89 L.F CONC. CURB & GUTTER STD. 6" 0 2 CURB/ 2' GUTTER 50 L.F CONC. SIDEWALK (4" THICK) 2,960 S.F 18" STORM DRAIN (RCP) 5 L.F. STANDARD CATCH BASIN (4-6 FT DEEP) 1 EA AC PAVING 99 648 S.F. x 3" THICK 11.3 TONS 648- x 0.25 = 162 x 140#/ 2000# A 0 CL II AG BASE MARRIOTT DR 648 S.E. x 4" THICK 7.9 CY 648 x 0.33 = 214 CF/27 SUBGRADE COMPACTION 648 S.F. x 1' = 648/27 24 Cy PAVING SEAL SITE 648 S.F./ 9 = 72 72 SF PAVING DEMO 6"x 648 S.F. = 324/27 12 Cy BENCHMARK USED: DESIGNATION Z 54 RESET ELEVATION = 400.79 DATUM (USGS) BASIS OF BEARING: THE BEARING OF N 89° 50' 00" E SHOWN FOR THE CENTERLINE OF BURR STREET PER PARCEL MAP 11206 ENGINEERS STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. 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. NOTES: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITH 1"HE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOUR NOTICE. TELEPHONE 326-3049, NO CITY INSPECTIONS WILL BE GIVEN '"OR 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 AND STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 4. 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 NESECCARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS.. OR PUBLIC TRACTS WITHOUT RECORDED MAPS) SHEET NUMBERS DESCRIPTION REVISION PLAN CHECKS 1 TITLE SHEET AND NOTES 0 0 2 CONSTRUCTION PLAN 0 0 12-025 A APPROVED BY: ALLAN P. HENDERSON RCE NO. 25224 EXP. 12/31/2019 APPRC,VED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATED RCE NO. 61069 . of (j REVIE'>,IED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATED r^c✓��..u... `"ir�a.-sn`iri-^1...n-. � �y'y'ge �7 REVIEWED BY: TRAFFIC ENGINEER DATED ILEI' MAP CASE MAP 102-26 SCALE: 1'=500' x 5 � COPYRIGHT ©_?9.19. - -.- __. �i `1 _ _-____. _. --._._______-. BY UhSI;WHON:ATRConsulting "(' TITLE LE SHEET AND NOTES FOR 4621 BURR STREET SPR 19-0043) ROSEDALE HOT 5= n scue, AS SHOWN - - - DRAIVN BY: - - JK - APPROVED: - AH --_.-... -- --- - �-- - -- ---- -- -- "- -_ .. _._ .. --- - -- -- --_- tea _ - - - --- --- -- _.. -- _ -_ _._- __ STATE LICENSE: 2522¢ REVISION: 4 �o 99 COMMERCIAL ST 3 A 0 MARRIOTT DR + p HER ST �3 SITE TITLE SHEET AND NO I ES STREET IMPROVEMENT PLANS VICINITY MAP NOT TO SCALE REV: 0 COPYRIGHT ©_?9.19. - -.- __. �i `1 _ _-____. _. --._._______-. BY UhSI;WHON:ATRConsulting "(' TITLE LE SHEET AND NOTES FOR 4621 BURR STREET SPR 19-0043) FRICK & HENDERSON, I I sss5 AIRPORT DRIVE BAKERSFIELD, CALIFORNIA 93308 {661) 391-9854 ��++ CIVIL & GEOTECHNICAL FAX: (661) 391-9926 �s. ENGINEERING Engineers Foundation & Structural Engineering Land Planning Land Surveying Soils Testing DATE: I-- 02/27/19 REV - -.- __. �i `1 _ _-____. _. --._._______-. ___ 'PREPARED FOR: NATIONAL 0lLWELL VARCO TUBOSCOPE 4621 BURR STREET --- _ .. BA ERSFI D A -.- K FL r C 3 ---- TELEPHONE: 661-321-3400 _ www.nov.com UhSI;WHON:ATRConsulting "(' TITLE LE SHEET AND NOTES FOR 4621 BURR STREET SPR 19-0043) P&H SHEET NO.:1 2 SHEETS pESCRiPTiflN scue, AS SHOWN - - - DRAIVN BY: - - JK - APPROVED: - AH --_.-... -- --- - �-- - -- ---- -- -- "- -_ .. _._ .. --- - -- -- --_- ISs DATE: ISSUE ®2�`2%�19 _ - - - --- --- -- _.. -- _ -_ _._- __ STATE LICENSE: 2522¢ REVISION: 6.1-1842 PROPERTY BOUNDARY LINE rnm T`i9 V ? PROPERTY NOT A PART L2 © ---' --- --EXISTING EDGE OF GRAVEL ROAD 10.00 ® ®SAWCUT BOUNDARY N47"19'26"E O R4 NOC'10'00"E 10.00 R5 N0^"10'00"E 10.00 R6 NSC'.52'12"W 10.00 9 EXISTING BLOW -OFF X3321?_ R8 NOO.45'35"W t ATER BACK FLOW N p - ��-EXISTING OVERHEAD POWER LINES EXISTING TELCOM VAULT "R7 C - - - - - - _ _ _ __ R2 C _ _ _ - -- CITY LIMITS EXISTING SEWER MAN HOLE 1-�� �v l ® .._ �N� ® tf\ / PRE VEIN �R _..... EXISTING EDGE OF PAVEMENT / i 16+OG X39287 g83, ;s>'-_ v 9, �o AT&T VAULT m e}7 - /N^' x_9z,a 18+00 __.... 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I p�0''�tt / _ - ----' /39791 1� - STD D-14 59 I C AVE X393ss X393,88 X393.91 GRAPHIC SCALE 0 15 30 60 N Fe i inch = 30 30 Pi, PATRICK AND HENDERSON INC. PLOT INFORMATION: 92/27/19 PARCEL C BURR PEDESTRIAN EASEMENT PARCEL A LINE rnm I� V tc w L2 © EXISTING AT&T/TELE CONE N47'19'26"E 10.00 pN N47"19'26"E O R4 NOC'10'00"E 10.00 R5 N0^"10'00"E 10.00 R6 NSC'.52'12"W 10.00 ED EXISTING BLOW -OFF tt e IV R8 NOO.45'35"W 10.00 N p Soils Testing L2 EXISTING TELCOM VAULT "R7 C R2 C 1® EXISTING SEWER MAN HOLE RL SD EXISTING STORM DRAIN MAN HOLE 396.25 F ❑M EXISTING WATER METER R5 SAW CUT wsd' EXISTING WATER VALVE C4 �6 I R3 ii 'Y EXISTING FIRE HYDRANT p1 cJ• v v� w SAWCUT VO .P 7� �,yo^ OF F5 396.04 F EXISTING STREET SIGN ��xOp 9 'p3, �' JtP pC' T 0', RIGHT OF WAY (Y EXISTING LIGHT POLE 'PO;9pJ F, CI Cq � h9 I NEW SIDEWALK Ji s 1 o 0---3:� EXISTING STREET LIGHT B,pB 395.50 TO DESIGN ELEVATION CONSTRUCT TYPE 'A' �' eA'A \NV EXISTING S.D. PIPE 395.00 FS (395.25) DENOTES EXISTING ELEVATION CATCH BASIN PER C.O.B. _ - 11,. 1� STD D-14 & D-17 C9 DRAINAGE DIRECTION TO SUMP L3g57G 4't 18" STORM DRAIN ® CONNECT TO X395.25 EXISTING SPOT ELEVATION 1% MIN. SLOPE oN2oe1"�t, `5a 18" COLLAR EXISTING 18" SO TC TOP of CURB CONNECTION FROM NEW CONNECTION TO E FLOW LINE CATCH BASIN TO SECTION A -A LIP LIP OF GUTTER EXISTING 18" S.D. SCALE: EXISTING 18" S.D.-------- 1'=10' FS FINISHED SURFACE PER C.O.B. STD FG FINISHED GRADE D-19 EP EDGE OF PAVEMENT BW BACK WALK HE HIGH POINT GB GRADE BREAK RC TOP OF RETAINING CURB BO BLOW OFF VALVE - SP SERVICE POLE TP TELEPHONE POLE CONTOUR INTERVAL = 7 NOTES .WATCH BASIN TRANS PAD PEDESTRIAN EASEMENTS PARCEL A, PARCEL B, AND o c�`i`O '^c3 n S a� N �Ep i <7( (-� �WA'I'ER 8 PARCEL C PER DOCUMENT NUMBER 219072792. + z m+� ±"- +' W W_ 1 4�� PREVENT 59 I C AVE X393ss X393,88 X393.91 GRAPHIC SCALE 0 15 30 60 N Fe i inch = 30 30 Pi, PATRICK AND HENDERSON INC. PLOT INFORMATION: 92/27/19 PARCEL C BURR PEDESTRIAN EASEMENT PARCEL A 15' DETAIL AREA SCALE: 1"=10' "'MIGHT OF WAY -1 '�P"J S _K PER ST- 4 AROEJf\ TING DRIVE MOPROAC RIGHT OF WAY CUT PARCEL B 21+00 / 22+00 ..._._.. . 05 6 _- �" WfWf,��9jgfuB COUNTY OF KERN��6�5_[_[_[ X"97.57 /3A7 5c <397, ITY OF 80EFISPEWU d_ las BURR S"RFET Xa9>.3o ,o�v X39'_ l Ri I� OF WAY LL X391 r. X39702 SIDEWA K PER ST -4 AROUND EXISTING DRIVE APPROACH PEDESTRIAN EASEMENT PARCEL A BURR STREET N m`a N4 LINE rnm I� V tc w L2 +O 75.00 N47'19'26"E 10.00 15' DETAIL AREA SCALE: 1"=10' "'MIGHT OF WAY -1 '�P"J S _K PER ST- 4 AROEJf\ TING DRIVE MOPROAC RIGHT OF WAY CUT PARCEL B 21+00 / 22+00 ..._._.. . 05 6 _- �" WfWf,��9jgfuB COUNTY OF KERN��6�5_[_[_[ X"97.57 /3A7 5c <397, ITY OF 80EFISPEWU d_ las BURR S"RFET Xa9>.3o ,o�v X39'_ l Ri I� OF WAY LL X391 r. X39702 SIDEWA K PER ST -4 AROUND EXISTING DRIVE APPROACH PEDESTRIAN EASEMENT PARCEL A BURR STREET N m`a N4 LINE rnm LENGTH Nva N89'50'00"E w L2 +O 75.00 N47'19'26"E 10.00 pN N47"19'26"E O R4 NOC'10'00"E 10.00 R5 N0^"10'00"E 10.00 R6 NSC'.52'12"W 10.00 _ R7 N50"..;2'12"W10.00 tt e IV R8 NOO.45'35"W 10.00 N p Soils Testing L2 "R7 C R2 C RL z R5 JR4 C C4 �6 I R3 � S7H. 39sS 3"27 �,yo^ OF /�RIGHT WAY DETAIL AREA SCALE: 1"=10' BEARING AND DISTANCE ®' DETAIL AREA SEE BELOW LINE TABLE LINE FARING LENGTH Lt N89'50'00"E 0.55 L2 N89`SO'GO"W 75.00 EXISTINNd39954C X396.12 RADIUS TABLE EXISTING CURB -y RADIUS BEARING LENGTH R1 N01' '05'49"W 10.00 R2 N47'19'26"E 10.00 R3 N47"19'26"E 10.00 R4 NOC'10'00"E 10.00 R5 N0^"10'00"E 10.00 R6 NSC'.52'12"W 10.00 _ R7 N50"..;2'12"W10.00 tt e IV R8 NOO.45'35"W 10.00 EXISTINNd39954C X396.12 396 c__ LEXISTING FL -G111141 GRADE AT FL 394 ...-..----. __..____. -_ FLOW LINE PROFILE PHASE 1 SCALE HORZ.: 1"-20' VERT.: 1"=2' DEMO EXISTING CURB -y 7 _,139 GUTTER, & CATCH BASIN LENGTH V STORAGE YARD CI 48'25'15" 8.45 10.00 4.50 C2 47"09'26" 8.23 N Jj m(V P mIE�� aR rl ON �tt n VH M Nhm tt e IV pd O�MW +.� 10.00 396 c__ LEXISTING FL -G111141 GRADE AT FL 394 ...-..----. __..____. -_ FLOW LINE PROFILE PHASE 1 SCALE HORZ.: 1"-20' VERT.: 1"=2' FI 398 396 394 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 "',5+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 FLOW LINE PROFILE PHASE 2 SCALE: HORZ.: 1"=30' VERT.: 1"=3' 0 TABLE 1965 AIRPORT DRIVE Consulting Engineers CURVE _CURVE DELTA LENGTH RADIUS TANGENT CI 48'25'15" 8.45 10.00 4.50 C2 47"09'26" 8.23 10.00 4.36 C3 50'42'12" 8.85 10.00 4.74 C4 49'46'37" 8.69 10.00 4.64 FI 398 396 394 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 "',5+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 FLOW LINE PROFILE PHASE 2 SCALE: HORZ.: 1"=30' VERT.: 1"=3' 12-025 DESCRIPTION: ATIONAL OILWELL VARCO TUBOSCOPE 4621 BURR STREET BAKERSFIELD, CA 93308 TELEPHONE: 661-321---3400 www.nov.com CONSTRUCTION PLANS CONSTRUCTION PLANS FOR 4621 BURR STREET (SPR 19-0043) NO, G25224 Ekp.123'1-19 REV: 0 I pC.!_ 1965 AIRPORT DRIVE Consulting Engineers DATE 02/27/19 TRICK & HENDERSON, I BAKERSFIELD, CALIFORNIA 93308 Foundation & Structural Engineering SCALE: AS SHOWN FEI NDERSON Land Planning (661) 391-9854 DRAWN BY: JK CIVIL & GEOTECHNICAL C. FAR: (661) 391-9926 Land Surveying ENGINEERING Soils Testing APPROVED: AH 12-025 DESCRIPTION: ATIONAL OILWELL VARCO TUBOSCOPE 4621 BURR STREET BAKERSFIELD, CA 93308 TELEPHONE: 661-321---3400 www.nov.com CONSTRUCTION PLANS CONSTRUCTION PLANS FOR 4621 BURR STREET (SPR 19-0043) NO, G25224 Ekp.123'1-19 REV: 0 COPYRIGHT __201.9 BY TRICK & HENDERSON, I I No: 12-025 ISSUE DATE: 02/27/19 STATE LICENSE: 25224 6.1-1842