HomeMy WebLinkAbout6.1-1824 Revision Garden Community ChurchPARALLEL 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/SU BDI VIDER/CON TRACTOR, THE NUMBER AND LOCATION OF REQUIRED TESTS
SHALL BE DETERMINED BY THE CITY ENGINEER.
-1.03 PER
21. PAVING CONTRACTOR, SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19
THE CITY OF BAKERSFIELD.
22. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING:
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DESCRIPTION
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A.0 PAVING TESTING NOTES:
CICIRNFIR or- Z*_3 9�11> 161r. (41Z64 1C2 P41H-MI) 121517)
1. 7-1 ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ALTERIAL AND COLLECTOR STREETS AND TYPE 8
STANDARD NOTES -
BASIS OF BEARING:
(MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD
1,
ALL IMPROVEMENTS SHALL BE I,N ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF
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SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
41-51 ISS9 14 0K. J ior- WA-Pr7, P&. ?91 0, Z.
CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
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
2.
THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS:
2.
PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE 8 (MODIFIED) ASPHALT
REVIEW BOARD, ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL
CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM
BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS
ST -1 STANDARD CURB AND GUTTER
SUBMITTED TO THE CITY ENGINEER.
GRADING.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND
ST -4 STANDARD DRIVEWAY
ANY. ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS,
Y, 40,
AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
ST -6 STANDARD PAVEMENT PATCHES
3.
ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PC 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY
ST -9 STANDARD STREET SPECIFICATIONS
4 � PA 5/"
APPROVED BY ALLAN P. HENDERSON DATE
THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS
ST -19 STANDARD HANDICAP RAMPS f 51 - 3 -5-0, C0MB1f4AMW VX 61106WAL,14-
OTHERWISE DIRECTED BY THE ENGINEER, THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED
mo, RAm? -rTx - cAL-rRAk,5 7-002 93P -A80A - CA% A
PAVING ASPHALTS", IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS.
3.
PAVEMENT:
PAVING FOR SHALL BE
4.
THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH
41' TYPE "A" ASPHALT CONCRETE OVER
CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE
CL. 11 AGGREGATE BASE OVER
APPROVED BY THE ENGINEER.
If ORIGINAL GROUND. ORIGINAL GROUND TO BE COMPACTED TO 95% RELATIVE DENSITY -PER C.O.B. STD ST -9
5.
AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL
PAVING FOR SWALE SHALL BE:
A. A LIST OF AGGREGATE AND ASPHALT SOURCES.
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
B. DOCUMENTATION VERIFYING THAT THE k,6RLGAjE-S 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
4.INSTALL
TRAFFIC CONTROL SIGNS.
RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS, ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR.
5,
INSTALL TYPE "B" CURB AND GUTTER, PER C,O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED.
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
6.INSTALL
ADDITIONAL # 3-1/2 PULL BMFOR STREET LIGHTS AT P.G.&E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A
DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE
MINIMUM OF 6" THICK.
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
7.
ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE.
ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
8.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEASE 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600.
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
9.
WARI NG/REGULA TORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR
THE EXISTING EDGE OF PAVEMENT.
EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK.
7.
A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER
10.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN
REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE", OF THE STANDARD SPECIFICATIONS SHALL BE MET.
EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY IMPROVEMENT AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S
8.
THE AREA TO WHICH PAINT BIN'DER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER
ESTIMATE FOR THE WORK PREFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
MATEMAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION.
11.
AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL AND COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB)
9.
PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGN TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER.
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 CAB OR CRUSHED MISCELLANEOUS BASE .(CMB) CONFORMING TO SECTION
10.
INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONRETE SHALL BE PLACED
200-2,4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC. WOKS CONSTRUCTION, LATEST EDITION.
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.
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
11.
THE FIELD DENSITY" OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY:
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.
A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR
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
B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN.
THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.
IN CASE OF DISPUTE, METHOD 8 ABOVE SHALL BE USED.
13,
ANT TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED AND COMPACTED. PER CITY STANDARD DETAIL ST -22.
12.
WHERE THE COMPACTED THICKNESS OF'A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN
14.
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED
SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT
BY THE CITY ENGINEER,
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
15.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INPECTION SHALL BE GIVEN 24
RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC, KRAFT PAPER, OR OTHER
HOURS NOTICE (661) 326-3049.
APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS
RESUME.
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
13.
WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN
THE PROVISIONS OF SAID PLAN.
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 OF ASPHALT CONCRETE ON ADJACENT
17.
STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PLAN (SWAPPP) FOR THIS PROJECT
SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OOFS ON EACH LANE
FROM THE DEVELOPER AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE,
ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED
CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN.
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.
1&
PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN I THE APPROVED
PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
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.
19.
INSTALL BLUE PAVEMENT MARKERS AT CENTERLINES FOR ALL�FIRE HYDRANT LOCATIONS
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
.
20�
NOTE TO STAMP AN 'S' INTO THE CURB FACE OVER EACH SEWER LATERAL,
THEORETICAL DENSIT Y, 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
21 �
LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST
THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF
REQUIREMENTS OF THE CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS.
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.
22.
ANY ITEM IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR -DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING
16.
IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90 PERCENT OR
AND/OR UPGRADE AS PER CITY ENGINEER.
MORE THAT 96 PERCENT, THE ASPHALT CONCRETE REPRESENTED BY THAT LOST SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES
MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S E'XPENSE.
23.
STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATIONS.
17�
THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY.
24.
WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AITHE EXTENSION OF THE NEAREST LOT
LINE TO'WHERE THEY ARE SHOWN HEREIN.
18.
IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN-
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
TOLERANCE BY EITHER: (1) ABRASIVE GRADING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT. OR (3) PLACEMENT
WARE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APP ROVE CURBING BEHIND THE SIDEALK OR OTHER METHOD
OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WIIL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE
TO PREVENT EROSION ONTO THE SIDEWALK.
CONTRACTOR'S EXPENSE.
26�
MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS
19.
IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED,
BY THE RECREATION AND PARKS DEPARTMENT.
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/SU BDI VIDER/CON TRACTOR, THE NUMBER AND LOCATION OF REQUIRED TESTS
SHALL BE DETERMINED BY THE CITY ENGINEER.
-1.03 PER
21. PAVING CONTRACTOR, SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19
THE CITY OF BAKERSFIELD.
22. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING:
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A. WHEN THE ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON GRADING PLANE, THE GRADING PLANE AT ANY POINT. e> 4
SHALL NOT VARY MORE THAN 0,04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. f-0iK(C:> _zlx
311-
B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING J -r�pr 6� ryp� 'A f,;x I 6-r C 0 Epp - as� 2 15 F-,
lv�AQ 5 1 n FP -0" Go
PLANE AT ANY ROTNT SHALL NOT VARY MORE THAN 0,04 FOOT ABOVE I OR`BELOW THE GRADE ESTABLISHED BY THE ENGINEER. T-AlCf, C-0 W_, 5 06WkLk� - 2-034 -5Q - FT
23, 95 PERCENT COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE APPROACHES. C,01P-1,C, 7Ze L)ZJ \Adl UJ44EfLC4-AtV- XAMT1
ry,� ry
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NOTE - Atr�� P. 14614MEASoN - RCE 2!52.ZA
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64$49 If the project is subject to the provisions of the National Pollutant Distharge Elimination
System (NPDES), a "Notice of Intent" (NOI) to comply with the terms of the General Permit PAWIEL, PADIU4N RL6 G7 008
TCIDiscnarge,� Torm VY aTer AssociaTea w1Th ConSTruCTIon ACTIVITY (bWK1L;5 VKULK NV. ZUUY-
0091-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) must be J
filed with State Wafer Resources control Board in Sacramento before the beginning of
any construction activity. Compliance with the general permit requires that a Storm JOB DESCRIPTION:
ilable for public inspection dufing normal construction hours.
-prepared, continuously carried out, and T PLA -N f-- P R�Of Let)
Water Pollution Prevention Plan (swppp) be
always be aval
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Consulting Engineers
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Foundation & Structural Engineering SCALE: lu,
-FARED FOR:
PRE DATE SHEET
BAKERSFIELD, CALIFORNIA 93308 AS SHOWN'
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Land Planning
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(661) 391-9854 DRAWN BY:
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Land Surveying BAKE§$
CIVIL & GEOTECHNICAL ..... .. ...... ........ ........... ........ ...... ........ ...... ................... ........ ....... ......... .......
.............. ....... . .
FAX: (661) 391-9926 ....... . ............... KEN McCOY (661) 327-7934 FAX (661) 32�49
NC -n ENGINEERING Solis Testing APPROVED: -- ------ - -)AV DRAWN BY JOB NO.
16,A
I% A A
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RCE NO. 25224 EXP. 12/31/2015
APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR
RCE NO. 61069 EXP. 12-31-18
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DATED
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BENCHMARK USED:'
DESCRIPTION
0 CHM-L-ef) 1W 161? OP' cURP7 - -50L3TH,5lP6 OF 961'012N AT -r�Ie 5oU-l1HW&r
TITLE SHEET AND NOTES
CICIRNFIR or- Z*_3 9�11> 161r. (41Z64 1C2 P41H-MI) 121517)
401. 0
BASIS OF BEARING:
BY
4L P)154P,0466 6' 06`11ANC65 969eoi� AL Vani:7 _-atrlp
-of �izdm lzecop-P `PW,
ENGINEER.
role - mAp oF -rge pmy-a- Avm6orrw jucr lm,-rge cjiy of DAK90F161,0, Rflcozpep
41-51 ISS9 14 0K. J ior- WA-Pr7, P&. ?91 0, Z.
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 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,
Y, 40,
AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
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4 � PA 5/"
APPROVED BY ALLAN P. HENDERSON DATE
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A. WHEN THE ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON GRADING PLANE, THE GRADING PLANE AT ANY POINT. e> 4
SHALL NOT VARY MORE THAN 0,04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. f-0iK(C:> _zlx
311-
B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING J -r�pr 6� ryp� 'A f,;x I 6-r C 0 Epp - as� 2 15 F-,
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PLANE AT ANY ROTNT SHALL NOT VARY MORE THAN 0,04 FOOT ABOVE I OR`BELOW THE GRADE ESTABLISHED BY THE ENGINEER. T-AlCf, C-0 W_, 5 06WkLk� - 2-034 -5Q - FT
23, 95 PERCENT COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE APPROACHES. C,01P-1,C, 7Ze L)ZJ \Adl UJ44EfLC4-AtV- XAMT1
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64$49 If the project is subject to the provisions of the National Pollutant Distharge Elimination
System (NPDES), a "Notice of Intent" (NOI) to comply with the terms of the General Permit PAWIEL, PADIU4N RL6 G7 008
TCIDiscnarge,� Torm VY aTer AssociaTea w1Th ConSTruCTIon ACTIVITY (bWK1L;5 VKULK NV. ZUUY-
0091-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) must be J
filed with State Wafer Resources control Board in Sacramento before the beginning of
any construction activity. Compliance with the general permit requires that a Storm JOB DESCRIPTION:
ilable for public inspection dufing normal construction hours.
-prepared, continuously carried out, and T PLA -N f-- P R�Of Let)
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always be aval
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DATE:
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Consulting Engineers
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Foundation & Structural Engineering SCALE: lu,
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PRE DATE SHEET
BAKERSFIELD, CALIFORNIA 93308 AS SHOWN'
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Land Planning
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ENDERSON mWLJtQi i - I
(661) 391-9854 DRAWN BY:
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CIVIL & GEOTECHNICAL ..... .. ...... ........ ........... ........ ...... ........ ...... ................... ........ ....... ......... .......
.............. ....... . .
FAX: (661) 391-9926 ....... . ............... KEN McCOY (661) 327-7934 FAX (661) 32�49
NC -n ENGINEERING Solis Testing APPROVED: -- ------ - -)AV DRAWN BY JOB NO.
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RCE NO. 25224 EXP. 12/31/2015
APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR
RCE NO. 61069 EXP. 12-31-18
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