HomeMy WebLinkAbout1.1-6543 Ph 1 & 2 Revision'7' 7AL NOTES
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTTON.
2THE LOCATIONS OF EXISTING UnUTIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONOF
ALL EXISTING UTILITIES AND UNDERGROUNDPIPEUNES
•WORK.
AGREES
RESPONSIBLE , ALL DAMAGES
OCCASIONEDLOCATE,, PROTECT ANY AND
ALL UNDERGROUND • -
3. ANY TRENCHING TO BE CONDUCTED WTHIN THIS PROJECT SHAL1 13E BACKFILUED AND
COMPACTED PER CITY STANDARD DETAIL ST -Z2.
4l THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WII�IN THE STREET
RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE ! COMPLETE
JOB SITE CONDHIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING
THE SAFETY OF ALL PERSONS ! PROPERTY; REQUIREMENT
CONTINUOUSLY 1 NOT BE LIMUTED TO NORMALr-.
DTHE OWNER AND THE ENGINEER
HARMLESS - FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
PERFORMANCE OF WORK ON THIS PROJECT,
SOLE NEGLIGENCE OF OWNER OR THE ENGINEER.
6, SEE SEWER IMPROVEMENT PLANS FOR STORM DRAIN IMPROVEMENTS AND SPECIFICATIONS.
7. ALL OONSTRUCTON SHALL
E IN ACCORDANCE NTH CITY OF
AKERSFIELD STANDARDS
AND STATE OF CALIFORNIA,Irl M.TRANSPORTATION,-STANDARD
PRIOR, THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION
INSPECTIONDEPARTMENT SHALL BE GIVEN 24 HOURS,..
9DEWALT CORPORATION SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO, OR USES OF, ! THESE PLANS MUST BE
ENGINEER.APPROVED IN WRITING BY DEWALT CORPORATION.
10l COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/
CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY
THE CITY
11. STAMP AN 'S' IN CURB FACE OVER
12, WARNING/REGULATORY SIGNS-, SIGN PANELS SHALL BE MOUNTED ON POSTS
SIDEWALKM2G SERIES SOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS
INSTALLED PER BID. T-19 SHALL BE LOCATED WITHIN FROM
13. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED
STREET . ! BY A SUBDIVISION
SECURITY BASED ON
AN -.• iENGINEER'S ESTIMATE THE ,1 Y
INSURANCE AS • r - POSTED- PRIOR TO ISSUANCE OF THE PERMIT.
14l THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDMON, APPLY
TO THESE PLANS:
ST -1 CURB AND tSECTIONS
SIDEWALK
ST -4 RESIDENTIAL 1' STANDARD STREET LIGHT
STANDARDST-6 PAVEMENT PATCHES T-1 STREET SIGN
ST -9 STREET SPECIFICATIONS T-19 MISCELLANEOUS SIGN
ST -10 STREET SECTIONS CALTRANS STANDARD HANDICAP RAMPS
ST -11 STREET CROSS SECIIONS
ARTERIALGENERAL NOTES - ASPHALT CONCRETE
7-1. ASPHALT CONCRETE (TYPE "B"). ASPHALT CONCRETE SHALL BE TYPE *A" (MODIFIED) FOR ALL
1 COLLECTOR STREETS AND (MODIFIED) FOR LOCAL STREETS AND SHALL
CONFORM TO THE PROVISIONS IN SECTION 30, 'ASPHALT CONCRETE", OF THE STANDARD
SPECIFICATIONS ! THESE SPECIAL PROVISIONS.
PRIOR TO THE ADDITIONOF L' THE COMBINED MINERAL AGGREGATE FOR
(MODIFIED) OR TYPE -13" (MOi ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS
OF . . r I.•i SPECIFICATIONS FOR 3/4- MAXIMUM,
MEDIUM
. GRADING.1 PROJECT
GRADEDINST
ELETE "A" IF
GRADING AS SPECIFIED IN SECTION 39-2.02, "AGGREGATE', OF THE STANDARD SPECIFICATIONS.
ASPHALT BINDER FOR TYPE *A* (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY
ASPHALT. UNLESS DTHERWSE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR
(MODIFIED) COIV \AscosrrY GRADED ASPHALT, UNLESS
OTHERWISE DIRECTED 0 CONFORMO THE
REQUIREMENTS OR 1 •1
- • *GRADES', # STANDARD r •
THE AMOUNT OF ASP14ALT BINDER TO BE MIXED WITH THE AGGREGATE SHALL BE DETERMINED
BY THE CONTRACTOR •-
MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED
BY THE ENGINEER.
AT LEAST 14 DAYS PRIOROF !FOLLONNO
ENGINEER'SFOR THE AND APPROVAL,
A. A LIST OF AND ASPHALT SOURCES.
FL DOCUMENTATION VERIFYING MAT THE AGGREGATES TO BE INCORPORATED IN THE WORK
CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE", OF THE STANDARD
SPECIMCAIIONS AND THESE SPECIAL PROVISIONS. MATERIAL SEVE ANALYSIS AND
SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL
OTHER v 1 NOT BE OLDER t
CONCRETEC. AN ASPHALT DESIGN DETERMINED IN ACCORDANCECALIFORNIA
367, LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED
NTH THE MIX DESIGN, ALONG WITH THE THEORETICAL
DENSITY OF DESIGN
MIXTURES AS DETERMINED BY ASTM D-2041,
REQUIREMENTS OF SECTOR , OF THE STANDARD SPECIFICATONS i
THESE SPECIAL PROVISIONS. DATA i SHOWS THAT THE MATERIALS ARE
SUSSTANFIA'LY THE SAME AS WHEN THE DESIGN ! THE DESIGN MAY BE UP TO
THREE y) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WIN THE
ASPHAL CONCRETE
COWERE NEW ASPHALT t CONFORM TO EXISTING PAVED SURFACES,
PAVEMENT SHALL BE SAWCUT,
A PRIME COAT REQUIRED t i' r PRIOR TO THE
PLACEMENT Q7 ASPHALT CONCRETE; HOWEVER, ALL THE OTHER REQUIREMENTS OF SECTION 39-4.01,
*SUBGRADE", YSPECIFICATIONS SHALL HE MET.
THE AREA TO WHICH PAINT BINDER .^ I SHALL BE CLOSED TO PUBLO TRAFFIC.
TAKENCARE SHALL BE AVOID - BINDERMATERIAL
BEYONDSURFACE OF
, CONSTRUCTION.
PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTH- R BY THE ENGINEER.
ASPHALTINTERSECTION AND TAPERED SHOULDERS SHALL BE SURFACED, AS DIRECTED BY THE ENGINEER.
ADDITIONAL
WERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED,
1 COMPACTED TO FORM SMOOTH,i CONNECTIONS.
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 FOLLOWINGOF
NORMALOPERATIONS..•i i ,ALONG
TRANSVERSE DROP-OFFS i .!I •!r •N!
RAKED AND COMPACTED TO FORM"i`=` Y` OPENED TO
CONCRETEPUBUC TRAFFIC, KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER
THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAIANG OPERATIONS RESUME.
ASPHALT •,. r TO A MINIMUM 92 PERCENT OF ,
DETERMINEDTHEORETICAL DENSITY AS DETERMINED BY THE ASTM D-2041. IN-PLACE DENSITY SHALL BE
IN ACCORDANCE
IF THE IN-PLACE DENSITY OF OF `HALT CONCRETE IS LESS THAN 92 PERCENT, OR
SPREADINGGREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR VALL BE
ADVISED THAT THE REQUIRED RELAmvE COMPACTION IS NOT BEING ATTAINED, AND THAT THE
MATERIALS OR PROCEDURES FOR BOTH, IF NEEDED. NEED ADJUSTMENT, ASPHALT CONCRETE
OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY
NOTICEENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED
COMPACTION, IF ANY SUCCESSIVE TEST AFTER DOES NOT MEET THE SPECIFIED
RANGE THE ASPHALT CONCRETE r BY THAT LOT':i r AND
REPLACED WTH MATERIAL THAT MEETS THE W -PLACE DENSITY REQUIREMENTS.
,..
TRAUT 654" PHAS
�iTREET IMPRA"VEMENT PLAN'
COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 98%, THE ASPHALT CONCRETE
T.I.
GENERAL NOTES — ASPHALT CONCRETE (CONTINUED)
r
MEET THE IN-PLACE DENSITY REQUIREMENT.
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IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE
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TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING
�
NTH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR
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(3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE. METHOD WILL BE SELECTED BY
THE ENGINEER. THE CORRECRVE WORK SHALL BE AT THE DEVELOPERS EXPENSE.
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BASE MATERIAL IN ARTERIAL AND COUECTOR ROADBEDS SHALL MEET THE SPECIFICARONS FOR CLASS
Q 16
IF ABRASIVE GRINDING G iL USED TO BRING THE SURFACE TO SPECIFIED SURFACE
TO SECTION 29 OF THE STATE STANDARD SPECIFICAnONS,
RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL
AL GRINDING SHALL PERFORMED, AS NECESSARY, TO ENLARGE THE
TOLERANCES, ADO PERFORMED,
IN LOCAL ROADS SHALL BE EITHER CL 2 AS
AREA SO THAT THE LONGITUDINAL LIMITS GRADING ARE ATA CONSTANT OFFSET
THAT L
i
LI
FROM, AND ARE PARALLEL T0, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE
FROM, A
1
TRANSVERSE LIMITS GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. All GROUND
QUANTITIES
AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE,
ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH
`p -
AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, 'CONSTRUCTION', OF THE
m
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STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT
�n 2
SURFACES A7 THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL EITHER BE ASPHALT
QUANTITY
REJUVENATING AGENT OR ASPHALTIC EMULSION. AS DIRECTED BY THE ENGINEER.
ITEM
"C"
f `'
INSTRUCTION: DELETE IF YOUR PROJECT DOES NOT HAVE AC IN MEDIANS.
u
BEGIN "C".
'q 3
THE BENEATH SURFACING FOR MEDIAN ISLANDS SHALL B CHEMICALLY TREATED
E
r•
FOR WEED THE CHEMICAL 6 -RC AND SHALL BE
WEEDSUSCRADECON
¢i
ACCORD.
APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THESE SPECIAL
ANUF T E RECOMMENDATIONS AN IA
g
PROVISIONS. THE RATE OF APPLICATION SHALL BE FOUR (4) OUNCES OF ACTIVE CHEMICAL PER
719 S.F. 123 S.F.
ONE HUNDRED (100) SQUARE YARDS OF SUBGRADE SURFACE ARE TO BE CHEMICALLY TREATED
4
FOR WEED CONTROL. ASPHALT CONCRETE SHALL BE PLACED OVER THE TREATED SUBGRADE
WITHIN TWO (2) HOURS OF CHEMICAL APPLICARON WHEN THE AIR TEMPERATURE IS HIGHER THAN
- EA. 1 EA.
50' F. AT AIR TEMPERATURES LOWER THAN 50° F, ASPHALT CONCRETE SHALL BE PLACED ON
—..
TREATED SUBGRADE MTHIN TEN (10) HOURS OF CHEMICAL APPLICATION. SHOULD A
STRUCTURES SHOWN ON THESE PLANS
"WETTABLE POWDER" TYPE CHEMICAL BE USED, A SUITABLE FUGITIVE DYE SHALL BE
5
INCORPORATED IN THE MIXTURE SO THAT THE COVERAGE AND SPREAD RATE MAY BE VERIFIED,
IF
FULL COMPENSATION FOR CHEMICALLY TREATING SOIL AS SPECIFIED IN THIS SECTION WILL BE
dt
CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE YARD FOR PLACE
ASPHALT CONCRETE (MISCELLANEOUS AREAS).
END "G'.
TRACT BO
IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE
6
COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 98%, THE ASPHALT CONCRETE
T.I.
REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES
r
MEET THE IN-PLACE DENSITY REQUIREMENT.
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GENERAL NOTES - BASE
MATERIAL
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BAKERSFIELD, CA, 93301
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BASE MATERIAL IN ARTERIAL AND COUECTOR ROADBEDS SHALL MEET THE SPECIFICARONS FOR CLASS
Q 16
2 AGGREGATE BASE (CL 2 AS) CONFORMING
LATEST EDITION; HOWEVER NO RECYCLED OR
TO SECTION 29 OF THE STATE STANDARD SPECIFICAnONS,
RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL
C ,� ,�
IN LOCAL ROADS SHALL BE EITHER CL 2 AS
OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING
i
TO SECTION 200-2.4 OF THE "GREENSOOK."
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QUANTITIES
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STREETS
OWNER Z DEVELOPER
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QUANTITY
ITEM
PHASE T PHASE 2
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PAVEMENT:
0.20' AC / 0.33' AS PAVEMENT
17,112 S.F. - S.F.
(�
0.20' AC f 0.33' AS PAVEMENT
3,740 S.F. - S.F.
-
0.50' COMPACTED SUBGRADE
20,852 S.F. - S.F.
Pdl
DRIVEWAY APPROACH (6' THICK)
719 S.F. 123 S.F.
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9500 -LUMEN STREET LIGHT
1 EA. - EA.
5800 -LUMEN STREET LIGHT
- EA. 1 EA.
UNDERGROUND UTILITY PIPES OR
SAWCUTMNG
298 LF. 110 L.F.
STRUCTURES SHOWN ON THESE PLANS
SIGN R4-7 (KEEP RIGHT)
- E.A. 2 E.A.
IF
R/W PAD
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44'.E 11'.E
S to 10' J4' TO 355'
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:I `EXISRNG 5' SIDEWALK
EXISDNG PA£MENT
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STREET TO BE RE-CON57RUCED Wifi±FRE
REQUIRED AS DIRECTED BY CITY FNOINEEP,
A TYPICAL SECTION - PANORAMA DRIVE
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STREET NAMER IHICKNESS
AC I AB NG
RESIELPTIA1 AUFY3.00 2110+20' 0.35' 0.50'
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MAJOR( ' -^�... 1. COVER SHEET/GENERAL NOTES
2. PLAN & PROFILE — NORTH ALLEY -
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5. PLAN & PROFILE — PANORAMA DRIVE & CRESCENT DRIVE
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ENGINEER
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DEWALT CORPORATION
1930 22nd STREET
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BAKERSFIELD, CA, 93301
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661 323-4600
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PRIVATE ENGINEER'S NOTICE
TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY
UNDERGROUND UTILITY PIPES OR
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STRUCTURES SHOWN ON THESE PLANS
ARE OBTAINED BY A SEARCH OF
THE AVAILABLE RECORD T T 7 R KNO
NET A PART
/ S. 0 HE BES OF OU WLEDGE THERE AMC
l NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
I THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF
RECORD. OR NOT SHOWN ON THIS DRAWING.
f IIvgQFESS/pA - ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR
f4��p,EL7. yypEy� : COMPLETENESS OF ANY SUCH. INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING
clM((alo ma DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600
* 15xP_c4 it *
of cntl�o"� ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICA71ONS WERE PREPARED BY ME OR UNDER
,,-..•r 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 REQJIREMENTS OF
THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
INDEX MAP LEGEND
A' (GV!jAG� I• ;T�, ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES,
DIRECTION OF DRAINAGE f �; - 1 STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
t2(�I/7ms�
SHEET NUMBER Q L;n SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON
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CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
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SIGN CODES.
R4-7 KEEP RIGHT OF MEDIAN (GRAPHIC) g 2/ pQ
APP, : T�AAIUS. 1 ILtl
�/ L. ALBERTO LOPEZ R.C.E. 67 EXP, 06f30/07 DATE
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STREET NAME TI 1N.u-AC Ala -eTG I
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WALL PLANS
1 77NTRAC� 2 fOR W 1 DFTAIGS
£MS7WG GROUND APPROVED BY:
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FtNLSNED PAD
ALLEY 70 BE CONSTRUCTED PER RAUL M. ROJAS, R-C.E. 39880, EXP. -1.2-31-07 DATE
COS, OLTAA. ST -7, S7-10, ST -12 PUBLIC WORKS DIRECTOR, .CITY OF BAKERSFIELD
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Q2 CONSTRUCT TYPE "C" "ROLL TOP" CURB AND GUTTER PER C.O.B. STD. ST -1
® CONSTRUCT RESIDENTIAL ALLEY PER C.D.B. STD. ST -10, AND ST -12
® CONSTRUCT HANDICAP RAMPS PER CALTRANS STD. RSP A88A
C7 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STO. ST -13
® EXISTING SURVEY MONUMENT ENCASEMENT
-O INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14
4 INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14
'o- INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19 (TYPE AS NOTED)
Y INSTALL STREET NAME SIGN PER C.O.B. STD. T-1
S 7�l TEMPORARY TURNAROUND TO BE VACATED CONCURRENT
TO RECORDATION OF FINAL MAP
u x x SAWCUT, REMOVE. AND REPLACE EXISTING PAVEMENT AS
DIRECTED BY CITY ENGINEER.
EXISTING PAVEMENT
-6"S- PROPOSED SEWER LINE (SIZE AS NOTED)
0 PROPOSED SEWER MANHOLE
— DRAINAGE FLOW DIRECTION
( ) EXIST ELEVATION
>� PROPOSED MASONRY WALL
�- EXISTING FINCE
APPROVED BY: : DATE
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APPROVED BY: DANIEL PADILLA RCE 67008 (EXP 9/30/2018) DATE
�j REVISED ALLEY STREET IMPROVEMENTS
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0.20' TNK AC PAVING
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0.20' TYPE "B" ASPHALT CONCRETE OVER
0.33' BASE MATERIAL OVER
0.50' NATIVE AT 95% MAX. REL. DENSITY
NORTH ALLEY
PHASE 1
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