Loading...
HomeMy WebLinkAbout6.1-1790 Record DrawingA..0 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 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. -1. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 3. 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 RESU-TS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHA.`T 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 NHEN 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 ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND SHALL BE HAND RACKED, 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. 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 HANDED 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 PUBL:C TRAFFIC, AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OOFS ON EACH LANE 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. 14. 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. 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 BEADVISED SED THAT THE REQUIRED R I ATI P Q ED R EL VE 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 ANT 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 LOST SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE !N -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 1 7. 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 ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 19. IF ABRASIVE GR NDING 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 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. 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. 2 PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD. 22. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: 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. 2.3. 95 PERCENT COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE APPROACHES. PATRICK AND HENDERSON INC. PLOT INFORMATION: REVISION 1 08/28/17 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 SPECIFICATICNS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDER -D PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -4 STANDARD DRIVEWAY ST -6 STANDARD PAVEMENT PATCHES ST -9 STANDARD STREET SPECIFICATIONS ST -19 STANDARD HANDICAP RAMPS 3. PAVEMENT: PAVING FOR 33rd STREETS SHALL BE (BASED ON AN R -VALUE OF 61 AND TRAFFIC INDEX OFSit): 0,36 TYPE "A" ASPHALT CONCRETE OVER 0.40 CL. II AGGREGATE BASE OVER 0,90 ORIGINAL GROUND. ORIGINAL GROUND TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD ST -9 PAVING FOR SWALE SHALL BE: 0.25' TYPE "A" ASPHALT CONCRETE OVER 0.50' ORIGINAL GROUND. ORIGINAL GROUND TO BE COMPACTED TO 90% RELATIVE DENSITY PER C.O.B. STD ST -9 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 BMX 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 WOR,CING 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 OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD, T-19 SHALL BE LOCATED WITHIN SIDEWA_K 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 PREFORMEC WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 11. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL AND COL_ECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREEN BOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER �AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WOKS 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 ACCCRDANCE WITH ASTM D-1557. 12. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS, AND STANDARD SPECIFICATIONS. SUGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCOP,DANCE 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 -HE 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 -CF -WAY, THE CITY CONSTRUCTION INPECTION 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 WITH THE PROVISIONS OF SAID PLAN. 17. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PLAN (SWAPPP) 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 COMPL� WITH THE PROVISIONS OF SAID PLAN. 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 Al CENTERLINES FOR ALL FIRE HYDRANT LOCATIONS 20. NOTE TO STAMP AN 'S' INTO THE CURB FACE OVER EACH SEWER LATERAL. 21. LUMINARIES SHALL BE SOLID STATE LI3HT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 22. ANY ITEM IN PUBLIC RIGHT-OF-WAY -HAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADE AS PER CITY ENGINEER. 23. NOT TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATIONS. 24. WITH THE EXCEPTION OF THOSE ON R= TURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED A THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 25. MAXIMUM SLOPE RATIO FROM BACK 0~ SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL EE 2% ALTERNATIVELY, THE CITY ENGINEER MAY AP'ROVE 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. NOTES: 1. PRIOR TO THE START OF ANY PHASE CF CONSTRUCTION WITH THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOUR NOTICE. TELEPHONE 326-3049. NO CITY INSPE=CTORS WILL BE GIVEN FOR THE WORK THIS AREA UNTIL A STREET PERMIT WITH APPROPP,IATE 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 PRDJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS AND S-ANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. PER CITY COMMENTS PREPARED FOR: BENCHMARK USED: 30th STREET AND L STREET ELEVATION = 405.72 DATUM (USGS) BASIS OF BEARING: THE BEARING OF N 00° 00' 05" W SHOWN FOR THE CENTERLINE OF 'K" STPEET PER MISCELLANEOUS MAP 16-7 29/28-19 M4 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 THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS DF THE ADVISORY AGENCY OR DTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTIC'V 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. 4p ES 7 APPROVED BY ALLAN P. HENDERSON DATED ��� �� RCE NO. 25224 EXP. 12/31 /2017 ,. t j 11-71 1'7 APPROVED BY: NICOLAS FIDLER PUBLIC RKS DIRECTOR DATED RCE NO. 61069 EXP. 12--3'-18 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY TRAFFIC ENGINEER NUSEUV amts 31-2 M 2 6tOAWPWI,i.I,AGE �f R-2 a' w C-2 c-2 w ►. c-2 w � valley oaks R-2 R2 M-2 N1.2 �A�Y�ae G-2 5thonl R-2 M-1 C-2 C-2 M2 M-� M-2 M-2 R-2 R -3 -CH g NTH 31r R3 R-2 36TH ST C2 ca q17 DATED DATED tY#-2 M„ I M-1 Nt 1 33RD R-3 R-3 SITE W2 M. 3380 ~ 32ND Sr I I ?tlfEN STATE 32ND 9T ONTALGE AVE X51-2 M-3 R 3 M-2 M-1 M-2 HA 1 x. GE s C-2 "T" ST R-3 R3 ER�flj ATRICK &1965AIRPORT DRIVE Consulting Engineers DATE: 07/27/17 SCALE: AS SHOWNENDERSON(661) TITLE SHEET AND NOTES BAKERSFIELD, CALIFORNIA 93308 391-9854 CIVIL & GEOTECHNICAL FAX: (661) 391-9926 C. ENGINEERING Foundation & Structural Engineering Land Planning Land Surveying Soils Testing DRAWN BY: JK APPROVED: AH 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 SPECIFICATICNS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDER -D PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -4 STANDARD DRIVEWAY ST -6 STANDARD PAVEMENT PATCHES ST -9 STANDARD STREET SPECIFICATIONS ST -19 STANDARD HANDICAP RAMPS 3. PAVEMENT: PAVING FOR 33rd STREETS SHALL BE (BASED ON AN R -VALUE OF 61 AND TRAFFIC INDEX OFSit): 0,36 TYPE "A" ASPHALT CONCRETE OVER 0.40 CL. II AGGREGATE BASE OVER 0,90 ORIGINAL GROUND. ORIGINAL GROUND TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD ST -9 PAVING FOR SWALE SHALL BE: 0.25' TYPE "A" ASPHALT CONCRETE OVER 0.50' ORIGINAL GROUND. ORIGINAL GROUND TO BE COMPACTED TO 90% RELATIVE DENSITY PER C.O.B. STD ST -9 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 BMX 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 WOR,CING 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 OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD, T-19 SHALL BE LOCATED WITHIN SIDEWA_K 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 PREFORMEC WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 11. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL AND COL_ECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREEN BOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER �AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WOKS 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 ACCCRDANCE WITH ASTM D-1557. 12. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS, AND STANDARD SPECIFICATIONS. SUGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCOP,DANCE 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 -HE 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 -CF -WAY, THE CITY CONSTRUCTION INPECTION 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 WITH THE PROVISIONS OF SAID PLAN. 17. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PLAN (SWAPPP) 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 COMPL� WITH THE PROVISIONS OF SAID PLAN. 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 Al CENTERLINES FOR ALL FIRE HYDRANT LOCATIONS 20. NOTE TO STAMP AN 'S' INTO THE CURB FACE OVER EACH SEWER LATERAL. 21. LUMINARIES SHALL BE SOLID STATE LI3HT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 22. ANY ITEM IN PUBLIC RIGHT-OF-WAY -HAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADE AS PER CITY ENGINEER. 23. NOT TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATIONS. 24. WITH THE EXCEPTION OF THOSE ON R= TURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED A THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 25. MAXIMUM SLOPE RATIO FROM BACK 0~ SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL EE 2% ALTERNATIVELY, THE CITY ENGINEER MAY AP'ROVE 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. NOTES: 1. PRIOR TO THE START OF ANY PHASE CF CONSTRUCTION WITH THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOUR NOTICE. TELEPHONE 326-3049. NO CITY INSPE=CTORS WILL BE GIVEN FOR THE WORK THIS AREA UNTIL A STREET PERMIT WITH APPROPP,IATE 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 PRDJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS AND S-ANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. PER CITY COMMENTS PREPARED FOR: BENCHMARK USED: 30th STREET AND L STREET ELEVATION = 405.72 DATUM (USGS) BASIS OF BEARING: THE BEARING OF N 00° 00' 05" W SHOWN FOR THE CENTERLINE OF 'K" STPEET PER MISCELLANEOUS MAP 16-7 29/28-19 M4 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 THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS DF THE ADVISORY AGENCY OR DTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTIC'V 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. 4p ES 7 APPROVED BY ALLAN P. HENDERSON DATED ��� �� RCE NO. 25224 EXP. 12/31 /2017 ,. t j 11-71 1'7 APPROVED BY: NICOLAS FIDLER PUBLIC RKS DIRECTOR DATED RCE NO. 61069 EXP. 12--3'-18 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY TRAFFIC ENGINEER NUSEUV amts 31-2 M 2 6tOAWPWI,i.I,AGE �f R-2 a' w C-2 c-2 w ►. c-2 w � valley oaks R-2 R2 M-2 N1.2 �A�Y�ae G-2 5thonl R-2 M-1 C-2 C-2 M2 M-� M-2 M-2 R-2 R -3 -CH g NTH 31r R3 R-2 36TH ST C2 ca q17 DATED DATED tY#-2 M„ I M-1 Nt 1 33RD R-3 R-3 SITE W2 M. 3380 ~ 32ND Sr I I ?tlfEN STATE 32ND 9T ONTALGE AVE X51-2 M-3 R 3 M-2 M-1 M-2 HA 1 x. GE s C-2 "T" ST R-3 R3 ER�flj DESCRIPTION M-1 R 3 qC-2 ;. � RC -2 C_2 LCJ2 M 1 G 1 M-3 v f ... 29TH ST -- _7 fz SHEET NUMBERS DESCRIPTION REVISION PLAN CHECKS 1 TITLE SHEET AND NOTES 0 1 2 FUTURE CURB GRADES AND PAVING TIE --INS 0 1 3 CONSTRUCTION PLAN 0 1 MATERIAL LIST: ITEM QUANTITY UNIT AC PAVING 77.5 TONS CL II AG BASE 36.5 CU YDS SUBGRADE PREP, 137.3 CU YDS SAW CUT 372 L. F. PAVING SEAL 492 SQ YDS DEMO EX. AC 58 1 CU YDS KERN CRAWLEY CONSTRUCTION 5801 SUNNY HILLS COURT BAKERSFIELD, CA 93306 015-17 StP DESCRIPTION: A"H P- kGNOER50N RCE zgzz¢ C-0 C-2 R-2 ES G R-3 R.3 F3 TITLE SHEET AND NOTES STREET IMPROVEMENT PLANS VICINITY MAP NOT TO SCALE TITLE SHEET AND NOTES FOR 33rd STREET EAST OF W STREET AND WEST OF APN 002-250-12 (SPR 17-0076) REV: 2 - COPYRIGHT © _ _20.17 BY PATRICK & HENDERSON, INC. X03 NO.: 015-17 P&H SHE=T NO ISSUE DA`-: 07/27/17 STATE LIENSE: 25224 REJISION: 08/28/17 34th STREET a W � W r W V) W N Ln L Y -3 rd STREET SITE 32nd STREET TITLE SHEET AND NOTES STREET IMPROVEMENT PLANS VICINITY MAP NOT TO SCALE TITLE SHEET AND NOTES FOR 33rd STREET EAST OF W STREET AND WEST OF APN 002-250-12 (SPR 17-0076) REV: 2 - COPYRIGHT © _ _20.17 BY PATRICK & HENDERSON, INC. X03 NO.: 015-17 P&H SHE=T NO ISSUE DA`-: 07/27/17 STATE LIENSE: 25224 REJISION: 08/28/17 406.42 TC 405.9 ;406.19 406.07 Ll�) --- 48G 32------------,,>�406.12 ------------- Ona -52400E X406.35 3.3% i 4J6 99 4r-,6. 71 405.74 405.91 L P X4, 7.24 8 J X40-6.05 3.8% Y` 4r6 405.59 405.76 L P Y406.91 X406.55 _-= - �6 o f O - 4.4% 405.44 405.61 LTP - - - - - "4 477 ` --- -----� \, 40 6 TC I � 405 43 j STA: I F20.0o s' 05.7 TC)) s I €~ 405.6 LLIP) I. w 20' yr I1 � j130, 30 1- �I! 405.16 X405.89 4 6.23' X4_05,93 SECTION G -G SCALE: HORZ.: 1"=20' VERT.: 1"=2' STA: 14-4o�.fo APN: 022-280-30 ' ! EXISTING BUILDING I II j +_EXISTING CURB II AND GUTTER I � I APN: 022-280--29 I APN: 022-280-28 SLL SHLL 1 S FOR -R-VALUE LOCATION IMPROVEMENTS PROPOSED (R=61) SPR 17-0076 APN: 002-250-12 APN: 022-280-27 LRIGH T -OF- WAY NOTE: THIS PLAN "FOR REFERENCE ONLY" IS FOP, STREET GRADES TO BE USED FOR FUTURE STREET IMPROVEMENTS WITHIN THE LIMITS OF THIS PLAN. SECTION F -F SCALE: SECTION E -E SECTION D -D v SECTION C HORZ.: 1"=20' VERT.: 1"=2' SCALE: HORZ.: I"=20' SCALE: HORZ.: 1"=20' -C SCALE: HORZ.: 1 "=20' STA: lt�Co.49 VERT.: I"=2' STA: 2+4!0.49 \BERT.: 1' -2' - STA: �" VERT.: 1 =2 2+S 49 STA: 3f41c•49 APN: 022-28C--26 ------------------------------- -- ----------- - ---------------- D _ ........ n7 P4,, ;x407 EXISTING EP k z-07.2.2 X407.24 X4,')7.3.0 TING C'�ADE BREAK ? -------- ----- --- .... -__:_42Zg3_------ 4:7 07 - -- - - - - - - - - - - - - - - - - - - - -GRIND FOR TRANSITION PER C.O.B. REQUIREMENTS (� TO LIP) o GRAPHICSCALE 1.0 2.0 40 ( IN FEET ) 1 inch = 20 ft. SECTION B -B SCALE: HORZ.: 1"=20' VERT.: 1"=2' STA: 3+-9Cc. 49 GRIND FOR TRANSITION PER C.O.B. REQUIREMENTS (� TO LIP) ......................... 408 SECTION A -A SCALE. HORZ.: 1"=20' VERT.: 1"=2' STA: 4-t-4&.4,3 3oEs 7/7 \w n: T, a N C25224 xi N0. C25Y24 = 7Q ALLLI T\ P- P C N DE R5c"CAU REC CRD DR wlNq FUTURE CURB GRADES AND PAVING TIE --INS FiEV: STREET IMPROVEMENT � - COPYF,"-B ���_ �°,' _� PATRICK �: HErJ:,ERS!-N, INC. Joe No.: 015 7 STREET PLAN P&H SHEE- No.: FOR 2 SHEETS 33rd STREET ISSUE DATE: EAST OF Y STREET AND WEST OF APN 002-250-12 07/27/17 (SPR 17 - 0 0 7 6) STATE LICENSE: 5224 REVISION: . Lb L,''Ll 17 1 1 4III a�5. . 405.92 APN: 022-280-30 APN: 022-280-29 J PP X406.19 �- X4T 3 405.10 - - - - - - - - - - - - - - - -I 406.12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5.93 ''--4vo-r^-- _ 4GF.OE X406.35., 40E.52 7 e a:�6.gg I ------------ 40E.71 I X 406.44 X 406.61 4:6.58 57 X 40-6.05/ - - - ' 445.80 _ Q d � X 40...83 7`4 0 0 0 0 V X ea o 06 )9 + I - I cr rn rn Ern o�, oma, cD N 406.£4- - -� -- ---- 7aN 0.34 I n n n n N' n g06 Q r406.19 _ Vin, N. I u', G u' 11 s I B s G 2j di9 at* X405 J ;6.5=0 z FA V) 5.. i APN: C22-280-28 APN: 022-280-27 APN: 022-280-26 ----------------------------------------------------------------------- \405 E.4 X406.84 --------- -- -----...------- _._.._----- ; ____�-4G-7;-0'°� X4007.087.08 j!4G7.13 X40.22 X407.22 X 4 0 7.2G 407.24 X 4,07.30 92- - - - - 33rd STREET - B Gs - Jr54- - - - - - . _ S2 \406-71 - - - J2- - 4' ;<4`s% J7 �° �R= 61 3 �t-v'D X40E.51 X4'@9 X ^.3 405 38 A ?\�J - - \4 �\- __ �40•F.0 X4• A C� 11 �� �G m A °s w EXISTING DRIVEWAY ST -4 fir; I Gs. q 9 05060 FS co H g°68j AA z A. 40 /4;6.14 406.24 �C�q 6. 405.25 XQ W 0 N L R06 Piz (• I� O 00 r k- 1x WNC' + D S + / + LCO-4 Ld APN: 002-250-03Q Q Q o 14�..- s v)Cl)v) v~) a - o z7 FF = 4x;6.42 !! NOTE:LLJ M EXISTING BUILDING i COORDINATE WITH THE ADJACENT SHOP 000 OWNER/OPERATOR FOR CONSTRUCTION SCHEDULE N v' I a (-<cI I OF AC SWALE AND PIPE INSTALLATION Q z Ld f- z� 16 X40589 :> 406-25; X4005 93 I I I (n Q(n V1 m I l I I 408 406 O O 404± Q Ln 1H 0 0 + 406 30' 8' - 20' 407 --- ................ --- - -------------------- --- -----------------------------AC-----D I K---------------- g -------- ---- --- - g qc AC D/W�-- - - - EXISTING GRADE 406---------------- 0 ----------- - -- ..__ AC SWALE A 2-6" SCH. 40 STEEL PIPES 405 --- --- --- ------------------------------------------- - -- -------------------------------------------- ---------------------- -------- ---------------- SECTION A -A 1+62.42 q D/W SALE: HORZ.: 1"=10' VERT.: I"=1' ------------ -- EXISTI�IG CE SLIP .- CURB BACK OF WALK RIGHT-OF-WAY � EXISTING CURB, GUTTER, AND SIDEWALK PER ENCROACHMENT PERMIT 1720000510 a V) SPR 17-0076 APN: 002-250-12 30' 8 1 0 20 �2 06 407 --- ---- -- .. ---------------------------- 4C - 4 AC DIKE O6.3g R AC D/W,, 4�a-' 406Q---------- S fP Aw El 405 ---------------------------------------------------- ---- ------ - -- ---- SECTION B -B 2+31.89 � D/W SCALE: HORZ.: 1"=10' VERT.: 1"=1' EXISTING GRADE AC SWALE 2-6" SCH. 40 STEEL PIPES ------- z RIND FOR TRANSITION - J PER C.O.B. REQUIREMENTS >- TO LIP) W 0- 0 o' GRAPHIC SCALE 0 10 20 40 ( IN FEET ) I inch = 20 ft. HATCH LEGEND: AC DRIVEWAY OVER 2-6" SCH. 40 STEEL PIPES AC SWALE 3" AC ;:VER 6" COMP. NATIVE AT 90% I - - -- - EXI TING AT ITL --. - -- - rn --- -- - - -- - - - - - --- --- -- ---- - --- - ----- - - - - - - - __ O-4 .3 I --------------- - W m ' + W 00 �flf --- .....--------------- .. -- ---- -- ---- - ---- - - --- -- -------------- - -- ----- - - ---------------- - -- - - ---- --- -- - ---- - - - + Y Q I Ln '00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2--80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 33RD STREET PROFILE SCALE: HORZ.: 1"=20' VERT.: 1"=2' 404 1+00 w v 406.50 TC DESIGN=-EVATION 406.00 FS (406.27) DENOTES EXISTING ELEVATION 1% W N D 406.2 M FA 3" AC CVER 6" COMP. NATIVE AT 90% V) +o © 3" AC OVER 4" CL II OVER 12" COMP. NATIVE AT 9-% +o DEMO EX STING AC Y F❑ N _015--17 PAH SH _T NO � 3__- SHEETS N N 2-30 LF 6" SCH.40 STEEL PIPES CENTERED ON C3i DRIVEWA`' SLOPING 0 0.16% DRAWN BY: AC DRIVEWAY *--R=61 R-VALU= LOCATION (R=61) TC TOP OF CURB TW TOP OF WALL »6" TOP OF AC BERM TG AC DIKE E FLOW LINE LIP LIP OF GJTTER FS FINISHED SURFACE FG FINISHED GRADE EP EDGE OF PAVEMENT BW BACK OF WALK FF FINISHED FLOOR EXISTI G AT AC S HP HIGH PCINT GB GRADE BREAK RC TOP OF RETAINING CURB BO C DRIVEWAY SP SERVICE POLE TP TELEPHONE POLE DW BACK OF DRIVEWAY D/W DRIVEWA" 0.16% i I FG AC WALE I� @ 0.16% ° 2-6" SCH. 40 ST EL PIPES 2-6" SCH 40 S EEL RIPES 1+20 1+40 1+60 1+80 2+00 2+20 AC SWALE PROFILE SCALE: HORZ.: 1"=20' VERT.: 1"=2' 2+40 2+60 /ALE 406 404 2+80 408 U•. LEGEND 406.50 TC DESIGN=-EVATION 406.00 FS (406.27) DENOTES EXISTING ELEVATION 1% DRAINAGE DIRECTION f -14 - DRAINAGE SWALE 406.2 EXISTING SPOT ELEVATION FA 3" AC CVER 6" COMP. NATIVE AT 90% © SAW CUT EXISTING AC © 3" AC OVER 4" CL II OVER 12" COMP. NATIVE AT 9-% D❑ DEMO EX STING AC R=10' TYPICAL F❑ 5' CURB TRANS 6"-0" TYPICAL _015--17 PAH SH _T NO � 3__- SHEETS CALTRANS TYPE 'A' AC DIKE [H 2-30 LF 6" SCH.40 STEEL PIPES CENTERED ON DRIVEWA`' SLOPING 0 0.16% DRAWN BY: AC DRIVEWAY *--R=61 R-VALU= LOCATION (R=61) TC TOP OF CURB TW TOP OF WALL TB TOP OF AC BERM TG TOP OF GRATE E FLOW LINE LIP LIP OF GJTTER FS FINISHED SURFACE FG FINISHED GRADE EP EDGE OF PAVEMENT BW BACK OF WALK FF FINISHED FLOOR FP FINISHED PAD HP HIGH PCINT GB GRADE BREAK RC TOP OF RETAINING CURB BO BLOW OF= VALVE SP SERVICE POLE TP TELEPHONE POLE DW BACK OF DRIVEWAY D/W DRIVEWA" rZCI$ 2r;?24 RECO RD DRAW I N C, �gep;pGcSS,'rU,i,9 ��cv T d N<,, 02522 2-- .4 .4 Ewp.12.3'-17 ¢; // -g' -17 PATRI �'K AND HENDERSON INC. PLOT INFORMATION: REVISION 2 11/14117 015-17 StP CONSTRUCTION PLAN REV: 2 COPYRIGHT C .201.7 BY PATRICK & HENDEFSON, INC. STREET IMPROVEMENT PLAN ATRICK & ENDERSON CIVIL ENGINEERING GEOTECHNICAL NC. 1965 AIRPORT DRIVEKERN BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 FAX: (661) 391-9926 Consulting Engineers Foundation & Structural Engineering Land Planning surveying Soils Testing DATE: 07/27/1 REVISION PREPARED FOR: CRAWLEY CONSTRUCTION 5801 SUNNY HILLS COURT BAKERSFIELD, CA 93306 DESCRIPTION: STREET IMPROVEMENT PLAN FOR 33rd STREETISSUE EAST OF 'K' STREET AND WEST OF APN: 002-250-12 (SPR 17-0076) JOB NC. _ RE1 _015--17 PAH SH _T NO � 3__- SHEETS 08/28/17 REVISED PERCITYCOMMENTS - JK SCALE: AS SHOWN 11 14 17 2 REVISED STATIONING PER CITY COMMENTS JK DRAWN BY: DATE: 07/27/17Land _ - -- - -- -- - - - - --------------------------- ------------------------------------- --------------- - ----- - ---------------------- ----------------------------- -- -- -- S -ATE LI HNSE: 25224 APPROVED: AH - REVISION 1-/14/17