HomeMy WebLinkAbout1.1-7242 PH 1A.C. PAVING TESTING NOTES:
..
1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED FOR ALL ARTERIAL AND COLLECTOR STREETS AND
TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39,
"ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A'
(MODIFIED) OR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS
OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM,
MEDIUM GRADING.
3. ASPHALT BINDER FOR TYPE A MODIFIED ASPHALT CONCRETE SHALL BE PG 64--10 PERFORMANCE
ERFORMANCE
(MODIFIED)
GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B
MODIFIED ASPHALT CONCRETE SHALL BE PG 64--10 PERFORMANCE GRADED ASPHALT UNLESS
OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE
REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02,
"GRADES," OF THE STANDARD SPECIFICATIONS.
4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY
THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS
PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY
ENGINEER.
5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR
THE CITY ENGINEER'S REVIEW AND APPROVAL:
A. A 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 MEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE
CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING
PAVEMENT 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 CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01,
"SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET.
8• THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE
SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE
BEYOND THE LIMITS OF CONSTRUCTION.
9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS
OTHERWISE PERMITTED BY THE CITY ENGINEER.
10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER.
ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE
SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND
COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS.
11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING
OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE
LENGTH OF PAVEMENT ALONG THE LONGITUDINAL* DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER
THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS,
ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE.
SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY
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.
12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT,
PAVING OPERATIONS SHALL. BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE
IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO
PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF
ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT
CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP --OFFS ON EACH LANE. SUCH ADDITIONAL
ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE
THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY
BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING
OPERATIONS RESUME.
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL
DENSITY AS DETERMINED BY ASTM D--2041. IN --PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE
WITH CALIFORNIA TEST 375.
14. IF THE IN --PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER
THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE
REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR
BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT
CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE, ADJUSTMENT THAT WILL BE
MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN
DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE
REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS.
15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS
EITHER LESS THAN 90% OR MORE THAN 967.., THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL
BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE
CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE.
16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY
A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR
B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY
BE SUBSTITUTED WITH PARAFFIN.
C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED.
17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE
TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER:
A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES,
B. REMOVAL AND REPLACEMENT, OR
C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY.
THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE
CONTRACTOR'S EXPENSE.
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES.
ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT
THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE
NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO
THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST
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 ASPHALT EMULSION AS DIRECTED BY THE
CITY ENGINEER.
--- CENTERUNE STORM DRAIN
6' WING
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AND GUTTER
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GUTTER
6' WING I LANDSCAPE
19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE
(CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR
LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB)
CONFORMING TO SECTION 200--2.4 OF THE "GREENBOOK" ....... WHICH ALLOWS UP TO 50%
OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE,
LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS.
OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED
TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.
20 PAVING CONTRACTOR SHALL GRADE THE PAVING
AREAS TO THE FOLLOWING MODIFIED
CALTRANS STANDARD SPECIFICATION SECTION 19--1.03 PER THE CITY OF BAKERSFIELD.
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT QUE LAYERS OF MATERIAL THEREON THE GRADING
PLANE SHALL CONFORM TO THE FOLLOWING:
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE
GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN
0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER.
B. MEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS
TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL
NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY
THE ENGINEER.
21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIWnDER/
CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY
THE CITY ENGINEER.
22. THE CONTRACTOR SHOULD BE AWARE- AND STORM
WITHIN THE ►•
♦11111 It
A
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND
SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD
SPECIFICATIONS.
2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART
OF THESE PLANS:
ST --1 STANDARD CURB AND GUTTER
ST -2 STANDARD MEDIAN CURBS TYPE "M"
ST -10 STANDARD HANDICAP RAMPS
ST -11 STANDARD PAVEMENT PATCHES
ST -13 STANDARD STREET SPECIFICATIONS
ST -23 STANDARD STREET LIGHT MAST ARM TYPE
4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF
BAKERSFIELD STD. DWG. ST -22.
O TO BE INSTALLED
EXISTING
5. -s-- 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. PER
C.O.B. STD. ST -23 AND SPECIAL PROVISION 7--86-10.
- D INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER C.O.B. STD.
ST -23 AND SPECIAL PROVISION 7--86--10.
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 4.5' 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-2 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. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE
CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR
NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049.
tip
Y DENSITY IN ACCORDANCE WITH ASTM D--1557.
25. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER
PER CITY STANDARD DETAIL ST -12. K N COUNTY CA IFO NIA
26. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE
NUMBER } LOCATIONf, DETERMINED
CITY ENGINEER.
27. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC
RIGHT-OF-WAY,
:! : CONSTRUCTION
..! INSPECTION w•
E GIVEN 24
HOURS (6 61) a
28. DUST CONTROU 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 DURA11ON OF CONTRACTOR'S
OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE
PROVISIONS ! D PLAN.
PROJECT29. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY
OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS
FROM DEVELOPER, !r ON
LUMINAIRESTIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE,
CONTRACTOR IS REQUIRED TO COMPLY NTH PROVISIONS OF SAID PLAN.
30. # t STATE LIGHT EMITTING DIODE #
PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENT
OF .. OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS
31. CONTRACTOR SHALL COORDINATE NTH LANDSCAPE CONTRACTOR TO INSTALL
CONDUITS PRIOR #
32. INSTALL W-31(CA) SIGN WITH f BOUNDARY
WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY.
REMOVE
! ..' CONSTRUCTION
! ADJACENT PHASE.
TRAFFIC33. SEE CALTRANS FOR
PERMANENT
► r r
PAVEMENT MARKINGS TO BE
SPECIFICATION ' f
16. ANY WORK CONNECTING TO EXISTING PUBLIC FACIU11ES FROM PRIVATE PROPERTY
WILL REQUIRE FOR THE !•
RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT.
(FOr TRACTS
y PRIVATE
.. i STREETS, PARCEL
# r MAP
IMPROVEMENTS,
•f.. OR
PUBLIC
TRACTS WITHOUTRECORDED
17. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT,
COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION
PARKS.. D:E• »
18. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND
CROSS SECTION AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 Tit,
DEPTH
OF
BELOW fr *-# f 1.0'
O OF APPROACH AND CROSS
PRIOR19. TO PAVING THE DESIGN ENGINEER FOR THE PROJECT CONDITIONS
SHOWNTHE SAME AS ``-! ! PLANS. SHOULD! i !CHANGED, A REVISED
SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
20. ANY ITEMS IN ' • DAMAGED OR f! NOT MEET CURRENTSTANDARDS
BY PUBLIC
21. NOTE O ON !. OF OF ! OVER # # LOCATION.
22. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE
AT THE EXTENSION OF ! TO WHERE THEY ARE SHOWN
23. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1,
EXCEPT i► f FEET BEHIND THE SIDEWALK WHERE SLOPE SHALL
FOR M
ALTERNATIVELY, THE CITY ENGINEER
APPROVE
rwf CURBING BEHIND THE SIDEWALK OR OTHER
TO PREVENT EROSION! THE SIDEWALK.
24. INSTAL! BLUE
FIRE DEPARTMENT
•. ! i ! ! .; f ! •
r
• s � f � i'w x � � r r � r !
r ► ►
STREET CONSTRUCTION PLANS
VESTING
DIA
LOT- B rALAM U UMVL
..._...... ......�_ _._... _.a _..._._ ._..__ _.___ ..�.�m ro 15 9 {g
NUMBER0 - SHEET
off jTj YA
f*601 MA,
AV
VICINITY MAP
N6
INDEx OF SHEETS.
JHEET III TLE
1. COVER SHEET
2. Yi! DRIVE
BENCH MARK:
ELEVATION
782.57
`4
N.W. OF STREET SIGN AND
51.50' FROM CENTERLINE OF PLACE.
BASIS OF BEARINGS:
THE BEARING OF N 89"24'09" W AS SHOWN FOR THE
CENTERLINE OF PALADINO DRIVE ON PARCEL MAP NO. 11013
WAS ! AS THE BASIS
OWNER/SUBDIVIDER,
BAKERSFIELD WASCO INVESTORS, LLC
428 J STREET, SUITE 430
SACRAMENTO,
* t w•t 95814
(916) 628-3064
ENGINEER
2001 WHEELAN jCOURT
BAKERSFIELD, c 9.
CONTACT:ROGER
7* `
. McINTOSH
• ! ♦ 834-4814
PROJECT AREA:
a 69 R ACRES
TOTAL ! OF !
1 R 01 IR Ak__
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUC11ON WITHIN THE CITY RIGHT-OF-WAY,
THE CITY CONSTRUCTION INSPECTION DEPARTMEN
1..
SECURITYLL
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
AND INSURANCE 1 OBTAINED.
2. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS ♦;
STANDARDS I
SET FORTH -! BAKERSFIELD i
BEEN
l I
im III ■► j
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER
DIRECTION AND TO THE BEST
.. KNOWLEDGE N
ORDINANCES,BELIEF COMPLY WITH CITY OF BAKERSFIELD
BOARD.STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW
A. RESPONSIBLE
i •R ALL
CALCULATIONS
♦ff ♦ DRAWINGS
PLANS
ERRORS,
Imo. i. VIOLATIONS
ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED
DURING CONSTRUCTIONCORRECTED
CORRECTIONS REFLECTED CORRECTED PLANS
SUBMITTED TO THE CITY ENGINEER.
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE
MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY
OF BAKERSFIELD PUBLIC WORKS DEPARTMENT.
!! r i !•iER DIRECTOR
REVIEWED'111 1-50-00
STUART
PATTESON, DATE
BAKERSFIELDASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898
CITY OF
s AEWED r
TRAFFIC
Knowwhairs below.
Call before you dig.
SIDEWALK
�r•s�
I'DRIVEWAYS
I
i
'5800 LUMEN STREET LIGH
MONUMENTTS
ENCASEMENTS
LOCAL •
I
/ 4 •
VICINITY MAP
N6
INDEx OF SHEETS.
JHEET III TLE
1. COVER SHEET
2. Yi! DRIVE
BENCH MARK:
ELEVATION
782.57
`4
N.W. OF STREET SIGN AND
51.50' FROM CENTERLINE OF PLACE.
BASIS OF BEARINGS:
THE BEARING OF N 89"24'09" W AS SHOWN FOR THE
CENTERLINE OF PALADINO DRIVE ON PARCEL MAP NO. 11013
WAS ! AS THE BASIS
OWNER/SUBDIVIDER,
BAKERSFIELD WASCO INVESTORS, LLC
428 J STREET, SUITE 430
SACRAMENTO,
* t w•t 95814
(916) 628-3064
ENGINEER
2001 WHEELAN jCOURT
BAKERSFIELD, c 9.
CONTACT:ROGER
7* `
. McINTOSH
• ! ♦ 834-4814
PROJECT AREA:
a 69 R ACRES
TOTAL ! OF !
1 R 01 IR Ak__
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUC11ON WITHIN THE CITY RIGHT-OF-WAY,
THE CITY CONSTRUCTION INSPECTION DEPARTMEN
1..
SECURITYLL
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
AND INSURANCE 1 OBTAINED.
2. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS ♦;
STANDARDS I
SET FORTH -! BAKERSFIELD i
BEEN
l I
im III ■► j
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER
DIRECTION AND TO THE BEST
.. KNOWLEDGE N
ORDINANCES,BELIEF COMPLY WITH CITY OF BAKERSFIELD
BOARD.STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW
A. RESPONSIBLE
i •R ALL
CALCULATIONS
♦ff ♦ DRAWINGS
PLANS
ERRORS,
Imo. i. VIOLATIONS
ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED
DURING CONSTRUCTIONCORRECTED
CORRECTIONS REFLECTED CORRECTED PLANS
SUBMITTED TO THE CITY ENGINEER.
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE
MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY
OF BAKERSFIELD PUBLIC WORKS DEPARTMENT.
!! r i !•iER DIRECTOR
REVIEWED'111 1-50-00
STUART
PATTESON, DATE
BAKERSFIELDASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898
CITY OF
s AEWED r
TRAFFIC
Knowwhairs below.
Call before you dig.
IIIIIIIIII
w WOM -
-mer.
A0% look,
TRACT
PH A S E 1' rmASE 1
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MOTES
L All verhmansliO and materkb shad caufam to
the W#kabie sections of the specAcafts erhtitled
"State of Ccdifomict; Department of Transportation,
Standards 4wda(&dians' hereaf er known as
"Stm dads SpeciEroCr ws; anraht City approwd eYlitw
2 A current Street Permit issued by the City of
Bakersfield Public Offs Department must occnmpony
all work AM the My right• -of -wiry.
3. Subgrode shark be constructed true to grade and
cross section and compocted to 9OZ of maximum dry
density as determkhed by ASTM D-1557 to a depth of
6" below top of sztbgr&
4. Concrete for &iye ffr°oadh shall conform to the
requirements of the Standard _ pec katusrs for minor
concrete (min cement content 505 lb/au )d,.
Concrete shell co ntakr no additives unless prior
approfW is obtained from the City Englneer.
5. r#dw forms wall be surfaced on the side placed
next to the concrete and shall not be less ff m L5'
thick after bekrg surfaced Forms rand ace shall
be wetted imrnredletely prior to plocement of concrete.
6. Concrete shall be troweled smooth, edged and then
given a light broom imfsn. Immediately after Inishkhg,
all exposed surfaces shall receive a complete; uniform
coating of white pigmented curing campoamd conforming
to the Standard Specifications The surface of the
concrete shall be kept moist untd the curkrg compound
rs' tnpplreof + .dt
7° Expansion marts shall be constructed at both
ends of approach. it and plan ,pint% 20' deep, d�
shall be ptosed at center of woroacn and of fats' �
maximum k !canals and as directed by the City beer. d "`
L ,
X75 'A—Ax
8. Erpanska int ftr material shall coat of preformed stros of
&rdk, resent compound that conkhrm to the rewirements of the
Stx7dard Sped*`rcatio ns
9. Sections of exisfkng &W Wvach bekng re►nowd for replacement
shalt be sawt at the fxnits of ranovol as dwected by the city
Engineer: The sect1*7 being rernoved shall be a mMnum of 5.0' ss
length and sawcuts shall a(97 with existatg *t or score linnet
Replamerrt stall conform in Jimensfon orad location to the o*wt
exMirng knprownents unless otherwise d1°ected by the City Engineer:
10. Sections being replaced may be poured 0ga1nst existing pawment
if in good condition and #0 the prior approfnd of the City
Engineer: Oth&Wse, the existksg pow went sha# be sawcut a minimum
of 20' from the edge of concrete or as diecte+d ftwmt patch
shall conform to the reqviraments of Stanors'd Beta ST -11.
11. W and gutter decd body of apprh sina# be paured
separately,, not monaiIhkally.
12 No drive approach constructo n shall be permitted h street or
alley arab returns
13. Edge of &he anpdararrcr A dl be a min of 25' from ad
#cent lot lure
14. EKistkng cutb, if in good conditim, moy be saowcut and remo*d
r curb cut-) to accommodate construction of new raskWtial &w
apprardi or widening of existing approach.
01,
0
. -��� - ��� . ,fir � •�._
.t 4 0' min. r :.° r � •� � �, 04'x•
i
* May be reduced to 35' on knucdes and ad -de -sacs
with prkr Wr°otad of City Engkneer-
V,,.h,
m t
il
H
CONSTRUCTIONNOTES:
IN�
LEGEND.-
LEGEND
"B"
U
EXISTING TYPE CURB & GUTTER CONSTRUCTED PER
AV&ft
TRACT v446
OC UJ
oac:cKn
APPROVED TRACT 6446 PHASES 1 & 2 STREET
F.L.
O®
0
<
R 1
& INSTALL TRAFFIC SIMS PER C.O.B. STD. T-19:
CONSTRUCTION PLANS DATED 08/05/05. PROTECT IN PLACE.
PHASE 2"
P
cuci
C&
& Sg
"R6!" ONE WAY "S5-2" •- END SCH ZONE
'
CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD
cn=:
Wa
_ 'W3-1" - STOP AH
DO NOT ENTER *W31
PROPOSED ST --5.
SCALE: 1 " = 50'
��
W co
"R5-1 "
(CA)* - END
R2fi{CAT -- NO PARKING ANY TIME �" _ DEAD END
"R3
EXISTING STREET NAME SIGN TO REMAIN
E.C.R.
BC
..J _.3
tJ CS
-i
_i
-i
50' 25' 0' 50' 100'
v Ci
10
>_
$ Q�.
rp
(6g
��
��
CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER
OF VERTICAL. CURVE FC FINISH CONCRETE
LO
LO
P.O.C.
POINT ON CURVE FC FINISHED CRETE
00
pyo
CD
Z
),(TYP-)
C.O.B. STD. D-14, UNLESS NOTED OTHERWISE.
NOTES*
E.P.
EDGE OF PAVEMENT A.P. ANGLE POINT
0 Ln
0 Vi
6 (n
F.O.C.
FACE OF CURB C&G CURB AND GUTTER
��11
1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS
NOTE:
ALL DRIVEWAY rt ARE BLUFFSHADO WW. DRIVE
EXISTING ON w. ,..r.
DRIVE. 15+00 .00 C.L. TO STA. 19+62.43
SCALE:4 HORIZONTAL
BLUFFSHADOW
DRIVE
CONSTRUCTIONNOTES:
IN�
LEGEND.-
LEGEND
"B"
EXISTING TYPE CURB & GUTTER CONSTRUCTED PER
APPROVED TRACT 6446 PHASES 1 & 2 STREET
F.L.
ABBEEMgDON5
FLOWLINE POVC POINT ON VERTICAL CURVEFURNISH
R 1
& INSTALL TRAFFIC SIMS PER C.O.B. STD. T-19:
CONSTRUCTION PLANS DATED 08/05/05. PROTECT IN PLACE.
C.L.
CENTERLINE BVC BEGIN VERTICAL CURVE
"R6!" ONE WAY "S5-2" •- END SCH ZONE
'
CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD
ELEV,
ELEVATION EVC END TIC
VERTICAL CURVE
_ 'W3-1" - STOP AH
DO NOT ENTER *W31
PROPOSED ST --5.
SCALE: 1 " = 50'
B.C.R.
BEGIN CURB RETURN PI POINT OF INTERSECTION
"R5-1 "
(CA)* - END
R2fi{CAT -- NO PARKING ANY TIME �" _ DEAD END
"R3
EXISTING STREET NAME SIGN TO REMAIN
E.C.R.
BC
END CURB RETURN PRC POINT OF REVERSE CURVATURE
BEGIN CURVE PCC POINT OF COMPOUND CURVATURE
-•5R - RIGHT TURN tN`!LY
"R4-7" - KEEP RIGHT " - NO OUTLET
CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED
50' 25' 0' 50' 100'
EC
END CURVE TC TOP OF CURB
R81(C
"R3-7" - RIGHT LANE MUST TURN RIGHT "R81�CA}" -BIKE LANE
STANDARD PLAN R.S.P. A88A, 2002 RSP CASE W.
PIVC
PONT OF INTERSECTION TP TOP OF PAVEMENT
"R7-9" - NO PARKING BIKE LANE
CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER
OF VERTICAL. CURVE FC FINISH CONCRETE
C.O.B. STD. DET. ST -7 4N SHEET 2.
P.O.C.
POINT ON CURVE FC FINISHED CRETE
CONSTRUCT TYPE "A" CATCH BASIN WITH 3,5' OPENING PER
PA
PROPERTY UNE R%W RIGHT-OF-WAY
C.O.B. STD. D-14, UNLESS NOTED OTHERWISE.
NOTES*
E.P.
EDGE OF PAVEMENT A.P. ANGLE POINT
CURVE NUMBER FOR CURVE DESCRIPTION
F.O.C.
FACE OF CURB C&G CURB AND GUTTER
1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS
P.A.F.L.
PARKING AREA FLOW LINE EX. EXISTING
ITEM OF WORK -- SEE SCHEDULE
AND DETAILS.
IIIIIIIIII
FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.
SEWER - REFER TO SEWER & STORM DRAIN PLANS
EXISTING SURVEY MONUMENT
Cs
SEWER MANHOLE -- REFER SEWER & STORM DRAIN PLANS.
SECTION DESIGNATION:
+FURNISH
&INSTALL STREET SIGN PER C.O.B. STD. T-1.
SEWER CLEANOUT •-7
TO SEWER & STORM DRAIN PLANS,
SECTION LETTER
CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS
:
+
FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1.
PER C.O.B. STD. ST -7 ON SHEET 2.k-
-- - - -- --
2)
below.
-C>-
FURNISH &INSTALL STREET U!E;tiT-• LUMEN PER C.O.B. STANDARD
INTERCONNECT CONDUIT EXISTING SEWER
�
CENTERLINE
SHEET WHERE SECTION IS SHOWN
Know hat'
Call before ����
OR APPROVED EQUAL,
ST MAIN - TO
���
-e--
FURNISH & INSTALL STREET LIGHT 9500 LUMEN PER C.O.B. SM.
PHASE BOUNDARY SE a & STORM DRAIN PLANS
ST -14.
-�--- -�
----- TRACT BOUNDARY EXISTING STORM DRAIN
-
EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS
STORM DRAIN MANHOLE --
- L
EX. EDGE OF PAVEMENT REFER TO SEWER & STORM DRAIN PLANS
G
IIIIIIIIII