HomeMy WebLinkAbout5.1-12112 Ph 4STANDARD NOTES
1. GENERAL
CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND
SUPERVISION NECESSARY TO COMPLETE INSTALLATION.
2. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS
BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600.
3. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTIUTIES THAT CROSS
OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN ONES. VERTICAL
AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY
EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY
UTIUTIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER
TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY
THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF
THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR
SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE
CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR.
4. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES,
ETC.) THAT ARE REMOVED, DAMAGED, UNDERCUT, OR DO NOT MEET CURRENT
STANDARDS SET BY PUBUC WORKS SHALL BE REPAIRED OR REPLACED AS
DIRECTED BY THE CITY ENGINEER.
5. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6,
EXCEPT AS NOTED ON PLANS.
6. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE
ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES
MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL
RINGS.
7. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND
SPECIFICATIONS OF THE CITY OF BAKERSFIELD.
8. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART
OF THESE PLANS -
ST -11, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10, ST -11,
ST -13, ST -14, ST -15, ST -18, ST -19, D-14, D-16, T-1
9. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF
BAKERSFIELD STD. DWG. ST -13.
OO TO BE INSTALLED
O EXISTING
10. i 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 STREET LIGHT- HOLOPHANE-ll SERIES PER C.O.B. STD. SP7-86-10.
11. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE
WITH C.O.B. STANDARD DETAIL ST -14.
12. STREETUGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION
86-6.01 OF WHICH MODELS INCLUDE:
AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES
CRE XSP/XSPR SERIES AND OTHERS ON APPROVED UST OR AN EQUIVALENT AS APPROVED
BY CITY ENGINEER
13. INSTALL TYPE 'B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL
STREETS UNLESS OTHERWISE NOTED.
14. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK
ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED.
15. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER
EACH SEWER LATERAL STAMP 'C' INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS.
16. INSTALL ADDITIONAL 111 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.
17. INSTALL HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN
R.S.P. A88A-CASE B - DETAIL A.
18. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW
PAVEMENT GRADE.
19. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS
WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR
EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN
SIDEWALK 6' FROM BACK.
20. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY
WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC
RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT.
21. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET
THE CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR
UPGRADING AS PER CITY ENGINEER.
22. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS
LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%.
23. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT
CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD
CONDITIONS HAVE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO
THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
24. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A
SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN
OBTAINED.
25. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (Ni A 'NOTICE OF INTENT"
(NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE
STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.
2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER
2012-0006-DWQ) MUST BE FILED WITH THE STATE WATER RESOURCES
CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY
CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL. PERMIT REQUIRES
THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED,
CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC
INSPECTION DURING NORMAL CONSTRUCTION HOURS.
26. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS.
27. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT
UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE
APPROACHES.
28. LUMINAIRES SHALL BE SOUD 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.
DIG ALERT
Call: TOLL FREE
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
LEGEND:
ABBREVIATIONS
FL FLOWUNE POVC POINT ON VERTICAL CURVE
CL CENTERUNE BVC BEGIN VERTICAL CURVE
Ell ELEVATION EVC END VERTICAL CURVE
BCR BEGIN CURB RETURN PI POINT OF INTERSECTION
ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE
BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE
PIVC POINT OF INTERSECTION TC TOP OF CURB
OF VERTICAL CURVE TP TOP OF PAVEMENT
SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE
INV INVERT RCP REINFORCED CONCRETE PIPE
G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT
Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.
Q EXISTING SURVEY MONUMENT
+ FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1.
+ FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1.
-O- FURNISH & INSTALL STREET UGHT-HOLOPHANE-LWI SERIES PER C.O.B. STD. SP7-86-10.
i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19:
'R1-1' - STOP "VPI -7' - DOUBLE ARROW
"R6-1" - ONE WAY "W1-6' - SINGLE ARROW
'R5-1" - DO NOT ENTER "WI -1' - CURVE ARROW
"R26(CA)' - NO PARKING "W3-3' - SIGNAL AHEAD
"ill - RIGHT TURN ONLY 'W3-1' - STOP AHEAD
"R4-7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE
"R81(CA)" - BIKE LANE 'S4-2" -WHEN CHILDREN ARE PRESENT
'W31(CA)" - END "S4-3' - SCHOOL
'W14-1' - DEAD END "R2-1' - SPEED LIMIT 20
'WI4-2" - NO OUTLET
TOM. 363.22 TOP of MANHOLE/TOP OF CLEANOUT ELEVATION
D CONSTRUCT STORM DRAIN PER CITY STANDARDS
® CONSTRUCT STORM DRAIN
MANHOLE TYPE "B' PER C.O.B. STD. D-18.
CONSTRUCT CATCH BASIN
TYPE "A' PER C.O.B. STD. S-12.
g CONSTRUCT SEWER PER E.N.C.S.D. STANDARDS
® CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. STD. DET. NO. S-7
® CONSTRUCT SEWER CLEAN OUT PER E.N.C.S.D. DET. NO. S-5
r CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS
PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED)
PHASE BOUNDARY
.•� - - - - - TRACT BOUNDARY
- PROPOSED EDGE OF PAVEMENT
TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT
IR FURNISH & INSTALL IRRIGATION CONDUIT
is FURNISH & INSTALL INTERCONNECT CONDUIT
TR3 Till TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT
TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE
O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB
OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB
O ITEM OF WORK - SEE SCHEDULE
SECTION LETTER
- - - - - A SECTION LINE
1
ET SECTION IS LOCATED
LIST OF MATERIALS
STREET
IMPROVEMENTS
IGHWAY
ITEM
UNIT
TOTAL
A.C. PAVING
TONS
368
CL II AGG. BASE
CUYD
229
SUBGRADE PREPARATION SQYD
1,251
6" CURB AND GUTTER
LF
808
HANDICAP RAMPS
EA.
3
SIDEWALK
SQFT
4,820
STREET SIGNS
EA.
6
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
STREET
CONSTRUCTION PLANS
FOR
PARCEL MAP NO. 12112
PHASE 4
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE. TELEPHONE 326-3049
2. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS k STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE
WORK IN THIS AREA UNTIL A STREET PERMIT
WITH APPROPRIATE SECURITY AND INSURANCE
HAS BEEN OBTAINED.
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR BOTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE NS AND ANY ERRORS, OMISSI , OR VIOLATIONS OF
TH OR NANC TANDARDS AND GN CRITERIA SHALL BE
RECITE DURjDEG C SPI► STF��.CT10N.
VICINITY MAP
OSED
IGHWAY
O
NO SCALE
i
24-M SWW (HVf 178)
V
N
INDEX
PROJECT AuE
APPROVED BY: RO A. MciNTOSH R.C.E. 33322
DATE
D
M
EXP. 6-30-16
O Z d0
SHEET
TITLE
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING
PARCEL MAP, THE
Z w
S/ TE
OF BAKERSFIELD
�.
COVER SHEET
PUBLIC WORKS DEPARTMENT.
O
2.
NOTES & SPECIFICATIONS
F-
AVENUE
3.
STREET CONSTRUCTION
C
PLAN AND PROFILE
jj
4.
STREET CONSTRUCTION
w
3) t
m
STRIPING AND TEMPORARY
APPROVED BY.NICOLAs FI ER, PUB [C-VMKS DIRECTOR
DATE
N
SUMP
R.C.E. NO. 61069 EXP. 12-31-16
w
Y
m
�
8
Q
<
V
m
o
d
<
p,
v/
a
STOCKDALE HIGHWAY
s
BRU
DAGE
o
HIG WAY
58
W
F
IIS
Ot
CD
x
W
WHITE
LANE
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE. TELEPHONE 326-3049
2. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS k STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE
WORK IN THIS AREA UNTIL A STREET PERMIT
WITH APPROPRIATE SECURITY AND INSURANCE
HAS BEEN OBTAINED.
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR BOTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE NS AND ANY ERRORS, OMISSI , OR VIOLATIONS OF
TH OR NANC TANDARDS AND GN CRITERIA SHALL BE
RECITE DURjDEG C SPI► STF��.CT10N.
VICINITY MAP
co
O
NO SCALE
V
N
INDEX
OF SHEETS
APPROVED BY: RO A. MciNTOSH R.C.E. 33322
DATE
D
M
EXP. 6-30-16
O Z d0
SHEET
TITLE
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING
PARCEL MAP, THE
Z w
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY
OF BAKERSFIELD
�.
COVER SHEET
PUBLIC WORKS DEPARTMENT.
O
2.
NOTES & SPECIFICATIONS
U
3.
STREET CONSTRUCTION
C
PLAN AND PROFILE
jj
4.
STREET CONSTRUCTION
w
3) t
m
STRIPING AND TEMPORARY
APPROVED BY.NICOLAs FI ER, PUB [C-VMKS DIRECTOR
DATE
N
SUMP
R.C.E. NO. 61069 EXP. 12-31-16
w
Y
PH AS E 4
STOCCDALE HIGHWAY
KEY MAP & SHEET NUMBER
SCALE: 1" = 200'
REVIEWED BY -
ASSISTANT PUBLIC WORKS DIRECTOR
3-11-zll
DATE
REVIEWED BY: / -� �- l Z G ll b
TRAFFIC ENGINEER DATE
BASIS OF BEARINGS:
THE BEARING OF N 00'01'18" E AS SHOWN FOR THE
WEST LINE OF SECTION 33, T.29S., R.27E., MDM ON
PARCEL MAP No. 5700 FILED IN PARCEL MAP BK. 26,
PG. 7 IN THE KERN COUNTY RECORDERS OFFICE WAS
USED AS THE BASIS OF BEARINGS SHOWN HEREON.
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION
OF WESTFIELID ROAD AND DESERET WAY.
ELEVATION = 377.08' (PER C.O.B. BENCH BOOK)
EGAD DESCRIPTION:
PARCEL 2 OF PARCEL MAP WAIVER NO. 15-94 AS PER
CERTIFICATE OF COMPLIANCE RECORDED OCTOBER 25,
1994 AS DOCUMENT NO. 01 941 5521 8 OF OFFICIAL
RECORDS, BEING A PORTION OF PARCEL A OF PARCEL
MAP NO. 5700, AS PER MAP RECORDED DECEMBER 11,
1980 IN BOOK 26, PAGE 7 OF PARCEL MAPS, IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY,
ALSO BEING A PORTION OF SOUTHWEST QUARTER OF
SECTION ' 33, TOWNSHIP 29 SOUTH, RANGE 27 EAST,
M.D.B. AND M. IN THE CITY OF BAKERSFIELD, COUNTY
OF KERN, STATE OF CALIFORNIA
/10. Lg ll � PHU
CITY RECORDS NO:
2
N
�J
to
rn
co
O
_CO
M
F- CD
N
O
Q
N
D
M
O Z d0
IL
N
UO<f
Z w
Q J
O
_ 2
U
w 00
C
� Q
cr) >
w to
2
Z8
m
o �
N
}
m
w
Y
m
�
8
Q
<
V
m
o
co
s
11110
W T
<
J
IL
u
=
IL
Z
O_``
O
_ 2
C
� Q
cr) >
<c0
d
Z8
m
V
J
W
W
V
W
d
<
p,
v/
a
s
pN
M
IIS
co
s
11110
W T
<
J
IL
=
IL
Z
O_``
O
_ 2
C
� Q
cr) >
<c0
d
Z8
m
V
J
W
W
V
W
d
<
p,
v/
a
s
pN
M
W
s
W T
STANDARD NOTES (CONT.) ASPHALT CONCRETE PAVING NOTES: TRENCHING NOTES:
26. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LIGHT. FOR EVERY 10 INSTALLED 1. TRENCH EXCAVATION
1ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS
TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION.. SION. AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN
SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. N
27. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PROVISIONS. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED
PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION.
STREET RIGHT-OF-WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH z
SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF
PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED SECTION 39-2.02. "AGGREGATE." OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING.
PRIOR TO ISSUANCE OF THE PERMIT. THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. w
VZ
3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED
28. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL &COLLECTOR CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS W
ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE
ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTIUTY CONDUIT
(CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, CITY ENGINEER. THE ASPHALT BINDER SHALL. CONFORM TO THE REQUIREMENTS IN THE TABLE FOR INSTALLATIONS SHALL MEET CITY STANDARD S-39.
LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD
ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR SPECIFICATIONS. TRENCH UNES SHALL MEET ALLFEDERAL AND STATE SAFETY REQUIREMENTS. r
CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF w
THE GIZEENBOOK". 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 2. BRACING AND SHORING �
THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS o
AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND z
THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ENGINEER. REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR
CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A
u tlJ
SHALL. BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING
OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. CITY ENGINEER'S REVIEW AND APPROVAL- THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE
RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION
29. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRAM AND COMPACT A A LIST OF AGGREGATE AND ASPHALT SOURCES. TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE
STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING :.:E
REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE
TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE." OF THE STANDARD BACKFILL AT ALL TIMES.
DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND rn
EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST SECTION 6422 OF THE CAUFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT M
to
30. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, N
SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE
SHALL BE DETERMINED BY THE CITY ENGINEER. VZ
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE D Q ,� N
LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF O Z 00 c
31. DUST CONTROL DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE U p 1 Z
CONSTRUCTION SAFETY ORDERS THE PLANS SHALL BE PREPARED AND CERTIFIED BY A Q J S o
DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS Z L_ I m
CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE
FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFELY ORDERS IS uj U M
OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE PROHIBITED ON THIS PROJECT. = 00
PROVISIONS OF SAID PLAN. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.a
3. TRENCHBACKFILL W W
32. STORM WATER POLLUTION PREVENTION 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING
O LZ
PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN N cr
w m
CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR f3
FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. m
THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT
WITH THE PROVISIONS OF SAID PLAN. OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, SUBGRADE, ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD OF THE SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE
STANDARD SPECIFICATIONS SHALL BE MET. PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLA11ONS SHALL BE IN
33. HOURS OF
OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBUC TRAFFIC. CARE SHALL ACCORDANCE WITH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS
HOURS OF 8: H A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE THAN NINETY PERCENT (90%) UP TO THIRTY INCHES 30" FROM FINISHED GRADE. 4.
HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A ( )
MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE LIMITS OF CONSTRUCTION.
OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED
ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER bN
BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS OTHERWISE PERMITTED BY THE CITY ENGINEER. AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. NCc
AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS
TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION.
ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE AND LUMPS OR STONES EXCEEDING THREE 3 INCHES IN GREATEST DIMENSION AND
NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS ( )
NECESSARY FOR THE ACCOMMODATION OF PUBUC TRAFFIC THEREON DURING PAVING PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER
OPERATIONS. TO FORM SMOOTH, TAPERED CONNECTIONS. SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A '" P
COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED.
IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION S���
WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE ABOVE THE PIPE ZONE WILL BE ALLOWED.
OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER SS
IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS
FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS E THE
o
THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DISPOSAL OF THE CONTRACTOR.
DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED
FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR E CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF
PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACIUTATE THE REMOVAL OF THE THE
MATERIALS.
CONFORMS WHEN PAVING OPERATIONS RESUME.
34. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING ACHIEVING FIRM BEDDING BELOW PIPE SPRINGh TINE. CONTRACTOR SHALL PROVIDE "FIRM m
MARKINGS TO BE REMOVED WALL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT
ENGINEER. ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE
THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON SPECIFICATIONS.
TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED
POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO
THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED THAT NO PART OF THE LOAD IS SUPPORTED 'BY THE BELLS OR COUPLINGS. DURING
USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE TO PUBLIC TRAFFIC. KRAFT PAPER. OR OTHER APPROVED BOND BREAKER, MAY BE PLACED BEDDING AND BACKFIWNG, CONSOUDATION OF MATERIAL AROUND AND UNDER BELLS
AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING AND COUPLINGS SHALL BE AVOIDED.
ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER OPERATIONS RESUME.
MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS
AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS.
SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT z
CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. WITH CALIFORNIA TEST 375. UP TO THE QUARTER POINT OF THE PIPE. 0
TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED
PATTERN. THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID
REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE
BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH
IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL
CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND
OLD MESSAGE CANNOT BE IDENTIFIED. TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO
REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION
AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL DENSITY REQUIREMENTS. OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS% RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE
OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS PERMITTED.
EITHER HER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT
IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE a
TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE
AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE
REMOVAL AREA. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROWNG,
IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE A A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
BLAST CLEANED RECTANGULAR AREA. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROWNG, THE BACKFILL
B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE
FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN BE SUBSTITUTED WITH PARAFFIN. DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING
SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT BEFORE SUCCEEDING LAYERS ARE PLACED.
FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED.
WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF
CONTRACTOR FROM HIS RESARD SPECIFICATIONS.
AS PROVIDED IN SECTION 7-1.09, "PUBLIC FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPUSHED BY TAMPING AND/OR
SAFETY," OF THE STANDARD SPECIFlCAlIONS. TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: ROWNG AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON Z
TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS A ABRASIVE GRINDING WITH EQUIPMENT UTIUZING DIAMOND BLADES, STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED W
SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE c Q
TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS.
B. REMOVAL AND REPLACEMENT, OR COMPACTION. = a
C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM
PAVEMENT MARKERS PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE IL Z
MARKERS" OF THE STANDARD SPECIFICATIONS. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. MATTER, OR OTHER UNSATISFACTORY MATERIALS. N O
ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE
TRAFFIC .-
DELINEATION. LONGITUDINAL UMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO. THE NEAREST
LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. +- <
LIMITS OF GRINDING ARE NORMAL TO THE WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. N V
IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE
OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND
BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION C
ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. SHALL BE IN ACCORDANCE WITH SEC11ON 19, "EARTHWORK" AND SEC11ON 6-3,
SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK A FOG SEAL COAT SHALL BE APPUED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPERS EXPENSE. "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF Z
PERIOD. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL p Z
CITY ENGINEER. MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE
TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NEXT LAYER IS PLACED. , V m
NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB)
20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE
REFLECTIVE TRAFFIC UNE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. STREETS SHALL BE. CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 Wa
TEMPORARY DELINATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK"........WHICH ALLOWS UP TO 50% OF THE AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE UJ
VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, W
90
T ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (%) V '
REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE ALLOWED. � �
RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY Q
PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) 01557 AND ONE <
TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC 20. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM OF THE FOLLOWING D2922 OR D1556. IL a
i
STRIPES do PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL THE FOLLOWING:
PROVISIONS. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE A LA
WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED.
TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND
CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT THE GRADE ESTABLISHED BY THE ENGINEER. NS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
MARKINGS". LOCATIONS c
B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE
PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
SPECIAL PROVISIONS: FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE
STANDARD SPECIFICATIONS OF THE STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION,
PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
THE STANDARD SPECIFICATIONS. OF BAKERSFIELD STANDARD DRAWING S-20.
MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR
PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE m
BARREL AI„ NAT EAMANHOLE GROOVED OUNDA11 N HALL BE SET ON A 2" MORTAR BED OR SET ONKENjrJ
/•1- l a 11 a PH
COFFEE ROAD
SEE RIGHT
( I '
5 i,$ I ! I t
I 1
I 1i j I I 1111 j I f. �N
n PARCr L MAP 12112 EXISTING
� . I ( d` +
-h I I I # i UTILITY VAULT to
t
TO REMAIN ci d
EXISTING TELEPHONE CABINET r, c
11 �, tE HYDRANT---------------------------__--_� ON CONC. PAD WITH GUARD POSTS --'l to
1 (t TO REMAIN TO REMAIN
(� ff I
DETAIN i C
1 i o�
I - ----------------- --- - - --- --- �_ -- -
I DETAIL B
ON SHEET 4 I I --- __.__._ _-_- _ _
.:
to3`i --- --------------- -------------------------------------------------------------------------------------------- �mNO DUMPING"-�- 80�' -__-- 381.23
11 - 3 - - --------------------------------------------- -- --$ 9-------- s --- R/jp�`--------------------------�-- 381_31 _ }- 5�
----
i' � w �38a.s1 ojG 2 /-EXISTING R/W------------------- rv1-+�;`T�(�P tJ 6
- -
- 7�9�,
333E1.213R?.7.6 C4 -x- ---- - - -
�---=�o7 x38x.72F381.10 11 I 381.38 g $ a+'� `. EX. LIP�331.59 3ai.a33` 3,.37 332.25
8 37.s4` � , j v OF GU 38X381.71 1 3 0 x 38,.69 381.23 x 381.83 f.382,13x` If/w 361.59 �82.a8x-382.18 )PSTING MEDIAN x 382.53 382.19
381.53 381.78 ( 381.43
t 1 381.89 -! 381.97SAWCUT LINE 8214 ^ - - - _ -382_29 - - - -- -- - X41- - - - - - - - - x`382.60 - 0 382,6
C) _ d ��, 11+00 I 12+00 v'1- 13+00 0 14+00 15+00 -f6+00- - - - -'17+00 -
-- - - - og cif,_ _ - -- _ _- -- - - - - -- ------
- 007-i�-------
- -
r - - - - - - - _--- _ -------_ll� r,
aoo_
INTERSECTION E d}pANN------------' lC5 - _ ® V�
O <:� m ca
Z •- •- 1� N I
STA. 10+00.00 C.L COFFEE d -
STA. = 1 'Q ►'� c� < , r � a ►i , c+i Ki I
STA. 10+00.00 C.L.C.STOCKDA E CL a W r +
+
mvri_r zH� �� I
S.W. COR.
v�fQ-
___..-_-_______-__.�.
I SEC. 33,
29/2/,fesf
___-__
STOCKDA-LE
394
392
390
388
386
384
382
380
378
376
HWY
(STA. 10+00.00 TO 16+58.03)
SCALE: 1" = 50' HORIZONTAL
* = RIGHT-OF-WAY PER DOCUMENT / 000215162724
11+00
12+00
13+00
14+00
(STA. 10+38.73 TO 16+64.37)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
15+00
16+00
LEGEND:
M5 THIS
R1-1
64.001-7.
12+75.00
+
FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1.
63.84LT.
-'•- FURNISH & INSTALL TRAFFIC
SIGNS PER C.O.B. STD. T-19:
R/W
+
ABBREVIATIONS
O1
'Rl-1' - STOP
'W1-7" - DOUBLE ARROW
13+05.00
FL
FLOWUNE POVC
POINT ON VERTICAL CURVE
'R6-1' - ONE WAY
'WI -6' - SINGLE ARROW
IVARIES
CL
CENTERLINE BVC
BEGIN VERTICAL CURVE
'R5-1' - DO NOT ENTER
"W1-1" - CURVE ARROW
zl 6,
ELEV
ELEVATION EVC
END VERTICAL CURVE
'R26(CA)' - NO PARKING
"W3-3' - SIGNAL AHEAD
13+85.00
-8-
BCR
BEGIN CURB RETURN PI
Q
"R3 -5R' - RIGHT TURN ONLY
'W3-1" - STOP AHEAD
2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
ECR
M
POINT OF REVERSE CURVATURE
'R4 -Y - KEEP RIGHT
"S5-2' - END SCHOOL ZONE
ml
BC
BEGIN CURVE PCC
POINT OF COMPOUND CURVATURE
'R81(CA)' - BIKE LANE
'S4-2' - WHEN CHILDREN ARE PRESENT
TELEPHONE MANHOLE
I
PIVC
POINT OF INTERSECTION TC
TOP OF CURB
'W31(CA)' - END
'S4-3' - SCHOOL
M�7
OF VERTICAL CURVE TP
TOP OF PAVEMENT
'W14-1" - DEAD END
"R2-1' - SPEED LIMIT 20
I
SDMH
STORM DRAIN MANHOLE FC
FINISH CONCRETE
'W14-2" - NO OUTLET
CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3.
O
I
a
INVERT RCP
GRADE BREAK RGJ
REINFORCED CONCRETE PIPE
RUBBER GASKETED JOINT
CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED
FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT
MATCH EXISTINGI
1
14:1 MAX
® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE
STANDARD PLAN R.S.P. A88A-CASE B - DETAIL A
1�
FURNISH & INSTALL IRRIGATION CONDUIT
GRADE
®
Qs
FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.
UTILITY VAULT TO BE RELOCATED
Z
® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT
STANDARD SPECIFICATION PTH-02ALKYD.
IC
FURNISH & INSTALL INTERCONNECT CONDUIT
- - - - - - - I 2.01
--- NOT USED ----
®
UTILITY BOX TO BE RELCOATED
PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED)
om
mm PHASE BOUNDARY
®
MATCH EXISTING CURB AND GUTTER LOCATION AND ELEVATION
TRAFFIC SIGNAL CONTROL BOX TO RE RELOCATED.
SEE TRAFFIC SIGNAL PLANS.
MES!
■ ■ � ■ ■ � ■ ■ IIS TRACT BOUNDARY
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING
CURB & GUTTER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF
®
TELEPHONE MANHOLE TO BE RELOCATED
ANY CONFLICTS.
-
- - - - - - PROPOSED EDGE OF PAVEMENT
07
TRAFFIC SIGNAL CONTROLLER AND PULL BOX TO BE RELOCATED.
.-.W
SEE PARCEL MAP NO. 12112 PH. 4 TRAFFIC SIGNAL MODIFICATION
PLAN APPROVED ON 2/2/2016.
CTION UTTER
W
m
�
m
+
W
- SECTION LINE
1
Mtrt"T fr/Vf7/Mt M tM�7P1�
tm-jW
W
ZWuj
J
ISTIN GROUNDAT
o
W
�
m
w
m
N
PROPO EAST
FLOWLINE
w
Q
m
Q
w
Q
m.
¢
_
Sl 51--
-
m+
- a-
-
-
o
---
_-_
d
-
_ cc,
m+
Li
�°
PROPOSED
EAT FLOWLI
E
M
M
cy
M
0
o
u
W
o¢c�
W
W
o
crd
v'
m
I
"
-EXISTINGGROUND
AT
0
W
Q
w
of
0
�- L)PROPO
D NOR
FLOWUN
rn
-S-188%
-
r r
0.25%
S
0.20%
S=
.51%
M
M
"'
o
PROP03ED
NOR
FLOWLI
E
9
M
laJ
i
W
4�U4
J
'y+�j
a
W
W
a
11+00
12+00
13+00
14+00
(STA. 10+38.73 TO 16+64.37)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
15+00
16+00
O
LEGEND:
M5 THIS
R1-1
64.001-7.
12+75.00
+
FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1.
63.84LT.
-'•- FURNISH & INSTALL TRAFFIC
SIGNS PER C.O.B. STD. T-19:
R/W
+
ABBREVIATIONS
O1
'Rl-1' - STOP
'W1-7" - DOUBLE ARROW
13+05.00
FL
FLOWUNE POVC
POINT ON VERTICAL CURVE
'R6-1' - ONE WAY
'WI -6' - SINGLE ARROW
IVARIES
CL
CENTERLINE BVC
BEGIN VERTICAL CURVE
'R5-1' - DO NOT ENTER
"W1-1" - CURVE ARROW
zl 6,
ELEV
ELEVATION EVC
END VERTICAL CURVE
'R26(CA)' - NO PARKING
"W3-3' - SIGNAL AHEAD
13+85.00
-8-
BCR
BEGIN CURB RETURN PI
POINT OF INTERSECTION
"R3 -5R' - RIGHT TURN ONLY
'W3-1" - STOP AHEAD
2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
ECR
END CURB RETURN PRC
POINT OF REVERSE CURVATURE
'R4 -Y - KEEP RIGHT
"S5-2' - END SCHOOL ZONE
ml
BC
BEGIN CURVE PCC
POINT OF COMPOUND CURVATURE
'R81(CA)' - BIKE LANE
'S4-2' - WHEN CHILDREN ARE PRESENT
TELEPHONE MANHOLE
I
PIVC
POINT OF INTERSECTION TC
TOP OF CURB
'W31(CA)' - END
'S4-3' - SCHOOL
CONSTRUCTION N0TES:
OF VERTICAL CURVE TP
TOP OF PAVEMENT
'W14-1" - DEAD END
"R2-1' - SPEED LIMIT 20
I
SDMH
STORM DRAIN MANHOLE FC
FINISH CONCRETE
'W14-2" - NO OUTLET
CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3.
O
I
INV
G.B.
INVERT RCP
GRADE BREAK RGJ
REINFORCED CONCRETE PIPE
RUBBER GASKETED JOINT
CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED
FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT
MATCH EXISTINGI
1
14:1 MAX
® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE
STANDARD PLAN R.S.P. A88A-CASE B - DETAIL A
1�
FURNISH & INSTALL IRRIGATION CONDUIT
GRADE
®
Qs
FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.
UTILITY VAULT TO BE RELOCATED
Z
® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT
STANDARD SPECIFICATION PTH-02ALKYD.
IC
FURNISH & INSTALL INTERCONNECT CONDUIT
- - - - - - - I 2.01
O
EXISTING SURVEY MONUMENT TR3
M5 THIS
FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT
64.001-7.
12+75.00
+
FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1.
63.84LT.
TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE
63.65LT.
12+90.00
+
FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1.
O1
CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB
62.59LT.
13+05.00
62.09LT.
13+10.00
O-o-
TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB
56.501-T.
13+55.00
55.91LT.
FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14.
55.41 LT.
13+65.00
54.98LT.
13+70.00
54.63LT.
13+75.00
O
ITEM OF WORK -SEE SCHEDULE
54.16LT.
13+85.00
-8-
FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STM. ST -14.
54.00LT.
2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
- - o STORM DRAIN UNE
TELEPHONE MANHOLE
® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE
CONSTRUCTION N0TES:
SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN
O
CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1.**
®
STREET SIGN TO BE RELOCATED.
02
CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3.
O
TRAFFIC SIGNAL PULLBOX TO BE RELOCATED.
s SANITARY SEWER UNE
O
CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED
®
CABLE TV VAULT TO BE RELOCATED
® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE
STANDARD PLAN R.S.P. A88A-CASE B - DETAIL A
®
PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS
11
UTILITY VAULT TO BE RELOCATED
Z
® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT
STANDARD SPECIFICATION PTH-02ALKYD.
�ARnn
;X,sy CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS
O
--- NOT USED ----
®
UTILITY BOX TO BE RELCOATED
PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED)
om
mm PHASE BOUNDARY
®
MATCH EXISTING CURB AND GUTTER LOCATION AND ELEVATION
TRAFFIC SIGNAL CONTROL BOX TO RE RELOCATED.
SEE TRAFFIC SIGNAL PLANS.
MES!
■ ■ � ■ ■ � ■ ■ IIS TRACT BOUNDARY
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING
CURB & GUTTER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF
®
TELEPHONE MANHOLE TO BE RELOCATED
ANY CONFLICTS.
-
- - - - - - PROPOSED EDGE OF PAVEMENT
07
TRAFFIC SIGNAL CONTROLLER AND PULL BOX TO BE RELOCATED.
SECTION DESIGNATION:
SEE PARCEL MAP NO. 12112 PH. 4 TRAFFIC SIGNAL MODIFICATION
PLAN APPROVED ON 2/2/2016.
CTION UTTER
W
m
A
�---------
m
+
- SECTION LINE
1
Mtrt"T fr/Vf7/Mt M tM�7P1�
VARIES
c� m
W W
0.45' A.C. PAVIN:�J
0.80'AM
1.25' COMPACTED O.G. T(
95% RELATIVE DENSITY
17+00
TAPER DATA NO. Q
IL STATION
OFFSET FROM
12+70.00
64.001-7.
12+75.00
63.96LT.
12+80.00
63.84LT.
12+85.00
63.65LT.
12+90.00
63.37LT.
12+95.00
63.02LT.
13+00.00
62.59LT.
13+05.00
62.09LT.
13+10.00
61.5OLT
13+50.00
56.501-T.
13+55.00
55.91LT.
13+60.00
55.41 LT.
13+65.00
54.98LT.
13+70.00
54.63LT.
13+75.00
54.351-7.
13+80.00
54.16LT.
13+85.00
54.04LT.
13+90.00
54.00LT.
394
392
390
388
386
384
382
380
378
376
w
z
STOC H WY
SEEE LEFT TOWN � COUNTRY SHOP . T N G CENTER
LEFT
F-
zz
W Y I ------------- II � __--- __-_ -_ 00 I U 11 -1
vLl
tn 1 Ali eco - -' mLl i- ��- -----
00 DETAIL "C" oma, �'^ '
Ki
tri + EXST. 20 SEWER EASEMENT N
W 8 8 F= CR1 ON SHEET 4 -? < PER BOOK 4926, PAGE 1524. �'M+ EXISTING MED N
In+ + I r- -- V ------------- ,� -- U / j--------------------------- ------- , . -------------- -- M /n........
O SS I S W) 1 j_ S SE M - S S N N S I '
- N'
- ,
-1- r F- t - --- +--------- m --- -----r= ------- ------4-
1 �.---1
-J ------------------ ---------
1+00 12+00 13+00 `�+ 0
- - - - I-
r tn-
I
U) �, =a � ,--- z---- - �, -- - __ N 1 I DETAIL A
I
n g N; I SA SCUT LINE 6 o bN SHEET 4(4�
1i 9 1 S 11 '- h I m g g ��, ;
CC J O C3 Q si z cr q`a 8 -1 g
to M'
f -J -
Lo
r.1-
�I �
330.59- If I ligl 2 /i1: \
1 '
�" (t I 1 I:01 � �
I I I'll I XISTING R/'VH � 1-1
-I-
�� EXISTING GAS UNE --
1I oo I t I 1 1;11 CONTRACTOR TO LOCATE !AND
PROTECT IN PLACE i 1
V -j V
I 1 I;11 t Z
1
IV 1 I 1 O
!I I 1 Ilit I I N F= N
I I I I i i ilii 1111 i 1 +1- 1 =1�'=�
i ! I I I IRl1 1 ( t 1 M� f5 v7 g
rd) Cc
II i �I I I Is91 I TEMPORARY FLOWAGE (
1 I �i i i i do DRAINAGE EASEMENT v ►Q- tip 1 0 `�
t 1 i �i I IIs I wcn 1 VNcow
I{ I 1 111 I I PER DOC# 0216009414 1
PARCEL L MA 1 21 1 2
��--= COFFEE ROAD
(STA. 10+00.00 TO 14+12.93)
SCALE: 1" = 50' HORIZONTAL
TAPER DATA NO. Q
q STATION
OFFSET FROM q
10+93.83
45.00RT.
10+98.83
45.08RT.
11+03.83
45.31 RT.
11+08.83
45.69RT.
11+13.83
46.22RT.
11+18.83
46.91 RT.
11+23.83
47.75RT.
11+53.83
53.2511T
11+63.83
5--1.
11+68.83
55.31RT.
11+73.83
55.69RT.
11+78.83
55.92RT.
11+83.83
56.00RT.
1.5% MIN EXISTING
.4% MAX VARIES
1.3% TO 3.9%
i .
PAVEMENT
A STOCKDALE HWY
3 FROM STA. 10+00.00 TO STA. 16+58.03
SCALE: I'll HORIZONTAL
"NOTE: CONTRACTOR SHALL SET FLOWLINE 1 =5 VERTICAL
GRADES BASED ON PROFILE ELEVATION AT
25' INCREMENTS TO PROVIDE A MINIMUM ¶ = 9 R= 47
PAVEMENT CROSS SLOPE OF 1.5% AND A
MAXIMUM OF 3.4% (AS SHOWN IN SECTION
VIEW) TO GUTTER UP. THE MINIMUM
LONGITUDINAL SLOPE SHALL BE 0.20% AS
SHOWN ON PROFILE VIEW. STOP WORK AND
TIF ENGINEER OF ANY DISCREPANCIES
c
* = RIGHT-OF-WAY PER DOCUMENT / 000215162724
392
390
388
386
384
382
380
378
376
m
M
11+00
EXISTING MEDIAN EXISTING
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
30.00'
47.13'
30.01'
90'00'56'
C2
30.00'
47.12'
30.00'
90'00'00'
LC
30.00'
47.05'
29.93'
N
C4
15.w
23.98'
15.43'
91'36'34"
Of
M
GW.
Q
_
oW�,,�
>
c1cW
Z
W
�ARnn
pr
Z
W
m
m
+
+
W
ISTIN GROUNDAT
o
W
m
w
m
N
PROPO EAST
FLOWLINE
w
Q
m
w
Q
m.
_
Sl 51--
-
- a-
-
-
---
---
_-_
d
-
_
_ cc,
PROPOSED
EAT FLOWLI
E
M
M
r.
M
>
u
W
W
W
W
I
w
11+00
EXISTING MEDIAN EXISTING
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
30.00'
47.13'
30.01'
90'00'56'
C2
30.00'
47.12'
30.00'
90'00'00'
C3
30.00'
47.05'
29.93'
89'51'58"
C4
15.w
23.98'
15.43'
91'36'34"
NO Y
DETERMINED IN THE FIELD.
NOTE:
1. COFFEE ROAD AND STOCKDALE HWY - PAVEMENT TO BE 0.45' TYPE "B' A.C. OVER
0.80' AGGREGATE BASE OVER 1.25 COMPACTED O.G. TO BE COMPACTED TO 95%
RELATIVE DENSITY PER C.O.B. STD. ST -9.
2. THESE IMPROVEMENTS ARE TO BE CONSTRUCTED SIMULTANEOUSLY WITH PARCEL MAP
NO. 12112 PH. 4 TRAFFIC SIGNAL MODIFICATION PLAN APPROVED ON 2/2/2016.
UNE TABLE
UNE
BEARING
DISTANCE
SLOPE
L1
S 89'5842" E
10.83'
0.50%
12+00 13+00 14+00
(STA. 10+93.80 TO 14+12.93)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
392
390
388
386
384
382
380
378
376
tv R/W
I� 63' _ !
45' 11 7'81
1
D r W
I
Wlma.la �I
46' S
m
I
I !•- 1
1.5% MIN 4:1 MA MATCH EXISTING
3.4% MAX
LPI.IES 1.0% 1 GRADE
1 **
EXISTING PAVEMENT-)
EXISTING GAS LINE 0.45' A.C.
CONTRACTOR TO VERIFY LOCATION PAVING
AND COVER AND PROTECT IN PLACE
0.80' AGG. BASE
1.25 COMPACTED O.G. TO
95% RELATIVE DENSITY
l 81 COFFEE ROAD
FROM STA. 10+00.00 TO STA. 14+12.93
SCALE: 1"=10' HORIZONTAL
1'=5' VERTICAL
TT=9 R=47
25 0 50 100
50 125
/. j-1dI1a PN y
1111111111
�ARnn
TOWN
M COFFEE ROAD
LX. SEE RIGHT
COUNTRY
� I
SHOPPING r I I 1 1
CENTEJ
I j I I
I
to
I
• I
i
W& IU+UU.UU U.L Utttt KURU
STA. 10+00.00 C.L. STOCKDALE CL
REMOVE EXISTING
CROSSWALK LINES
.PARCEL IAP 12112
J
W j
�
-J
Q
(�
---------I--
z n'z. N
a
TO BE INSTALLED WHEN ac-jI&°
o� a CRco
a - N_--
o
J ' i
1 "'
0
0$ 1 I 15+(
1 — —7 =
_ — f- - -4 o co a
W �
11�
_
Z tal —�
a�U
La—
EXISTING DETAIL 39 TO REMAIN m �'
MV
w
CU
I ZJ^
_ DETAIL 38 _
0008JI
M
p�
MC9
aatn_j
NOp
��
Ja
wCAIGM
ON I
.__.Z
In
ZZ" -
W f-
M N
WmN
MN
f
...
-F---------w-
---- �- ------------------------------
EXIS TING
TO-REMAK- — — =
Q
- — — ------ - _- --I -
TYPE IV ARROW (TYP.)
-
v ^
—
-- — --
- -- —
—
—
REMOVE DETAIL 39_
cc
—
REMOVE EXISTING BIKE LANE--)
47 12+00
13+00
14+00
— 15+00
- WORD �p .ARROW- —
16+00 rt7+00-
_4T+00
S.W. COR.
SEC. 33, 29/
TE LOCATION
TEMPORARY FLOWAGE &
DRAINAGE EASEMENT PER
DOC# 0216009414
STOCKDALE HWY
(STA. 10+00.00 TO 16+58.03)
SCALE: 1" = 50' HORIZONTAL
F-V7JME-REQL�I
(01L.61x0.95)0.15 0.2
I VOLUME PROVIDED
102'X65' (M/DDLE! AREA) ,
((102'X65)1.5)/,3560 �= 0.24 AF !
f
\ TEMPORARY SUMP + I r r 011 SLOM
Li1Aow
0 ALANA
I
BUTARY AREA I r ( I
----- ----- --= -- --- -- ---- ---- ----- - - - --- ---- - ------------
-
_:__
__=___
------------- �Y=YO DUMPING-
-� - - —S" �SE-WE-R
-_-=-_----_-_---=-- =----=--_=-=---==------------------------------- S
-- -
-- - -
R26/69-2
-
-
TEMPORARY SUMP
00HORIZONTAL
STOCKDALE HWY
SEE LEFT
I II
N
Q
0LLJ Q I u
0
V H
� vv
Roo
88
w88
cn 00
W
Z
TOWN LSC COUNTRY SHOPPING CENTER
F—
ZZ
O
31
'------------------------------
W j
�
Q
(�
---------I--
z n'z. N
EXISTING STRIPING
TO BE INSTALLED WHEN ac-jI&°
8' WHITE GRIPING
a - N_--
TO-REMAIhF —
z �;—
' 1+00------12+00-----------13FO<3�,u'r'-
------ 14
0$ 1 I 15+(
1 — —7 =
_ — f- - -4 o co a
-
— ---F-
I
La—
EXISTING DETAIL 39 TO REMAIN m �'
EXISTI G DETAIL 39
REMOVE EXISTING BIKE LANE 3
-WORD AND ARROW
_ DETAIL 38 _
TO B REMOVED
IIT
I"
I�FUTURE
(�
�o
TYPE IV ARROW (TYP.)cq
(� TEMPORAR:WATERBOURNE
TO BE INSTALLED WHEN ac-jI&°
8' WHITE GRIPING
ONSITE CONSTRUCTION
11-
IS COMPLETE 2
PARCEL MAP 12112
COFFEE ROAD
(STA. 10+00.00 TO 14+12.93)
SCALE: 1" = 50' HORIZONTAL
r
m
3'
Ln
Z
0
Ln
W
W
P
Q
0
DETAIL "A" DETAIL "B" Ulm I I I I I
SCALE: 1" = 20' SCALE: 1" = 20'
I CONSTRUCT NEW
2' RADIUS MEDIAN NOSE
f 1' (�� PATCH PAVEMENT PER CITY OF
BAKERSFIELD PAVEMENT PATCH
LEGEND: STRIPING NOTES STANDARD DETAIL ST -6
- - - - RIGHT OF WAY PAINT 12' LIMIT UNE/CROSSWALK LINE USING THERMOPLASTIC SAWCUT LINE
O PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD.
— — — — — — —EDGE OF PAVEMENT EXISTING MEDIAN
OINSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C
WITH W-31 (CA) SIGN WITH OM4-3 MARKER.
R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O3 PROVIDE BIKE LANE WORD AND ARROW (THERMOPLASTIC)
'R1-1' - STOP "W31(CA)' - END
'R26(CA)' - NO PARKING "W14-1" - DEAD END
'R3 -5R - RIGHT TURN ONLY 'W14-2' - NO OUTLET
'R4-7' - KEEP RIGHT 'W1-7'- DOUBLE ARROW W/ OM1 -3 MARKER NOTES: DETAIL C
SCALE: 1
'R81(CA)' - BIKE LANE `Wt -6' - SINGLE ARROW " = 20'
'R7-9' - NO PARKING -W-1' - CURVE ARROW 1. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PUNT PER
BIKE LANE *M-50 - SIGNAL AHEAD CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED.
'W3-1' - STOP AHEAD
ffop "STOP' MARKING PER CAL -TRANS STANDARDS
J9, CAL -TRANS TYPE IV ARROW
LEFT OR RIGHT AS APPLICABLE
25 0 50 100
50 12.5
II/r lana Put
91