HomeMy WebLinkAbout1.1-7141 Ph1 & 2 RevisionSHEET INDEX
1 COVER SHEET
2 NOTES AND TYPICAL SECTION
3 ETHAN REX AVENUE
4 BEAVERHEAD AVENUE
5 SETH ALEXANDER WAY
6 CANVASBACK COURT & IVORY GULL COURT
7 BLACKFEET AVENUE & KOOTENAI AVENUE
LEGEND
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MONUMENTATION
CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA
STREET IMPROVEMENT PLANS
STREET CONSTRUCTION PER
TRACT &383 OFFSITE PLANS
TRACT 7141
PHASES 1 � 2
F11TURE COMMERCIAL
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PHASE 1 I I
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SECONDARY EMERGENCY ACCESS G
(SEE NOTE P,")
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AUBURN STREET
(EXISTING)NWY OFF -RAMP
MATERIALS LIST
ESTIMATED QUANTITIES
(ESTIMATED QUANTITIES, NOT TO FOR.,BIDDING PURPOSES)
ITEC PHASE 1 ,,, PHASE 2
TYPE "B" CURB &GUTTER 090 4,090 LF 4,740 LF -
4" THICK CONCRETE SIDEWALK 4m5 5;51-8- SF X16,085 SF
CROSS GUTTERS 0 EA D EA
SURVEY MONUMENTS 'REA 3 EA
STREET LIGHTS 0 EA B EA
STREET SIGNS 0 EA 4 EA
STOP SIGNS 0 EA 0 EA
DRIVEWAY APPROACHES \1tP '66g.SF ` 5,247 SF
HANDICAPPED RAMPS 0 EA \ 4 EA
TYPE "A" CATCH BASIN(S) 0 EA 0 EA
TRAFFIC CONTROL SIGNS 0 EA 0 EA
E 0.20' A.C. (TYPE "B") OVER 0.60' A. t' -t t TS;9615-.SS 64,590 SF
S
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
` THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
S ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
n
o THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
o LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING.
s
� ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETE- NESS OF ANY SUCH
a INFORMATION OR DATA.
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VACANT
TRACT 7141
KEY MAP
SCALE: 1'=200'
NOTE "A"
SECONDARY EMERGENCY ACCESS ROAD TO BE BUILT WITH THIS PHASE. EXACT LOCATION TO
BE DETERMINED IN—FIELD AND APPROVED BY CITY OF BAKERSFIELD FIRE DEPARTMENT. (SEE
SHEET ,2 FOR TYPICAL SECTION)
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UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
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TOP CONC. MONUMENT ® CENTERLINE INTERSECTION PANORAMA DRIVE
AND THORNIER PER CITY BM BOOK, ELEV=819.32' (USGS DATUM)
OWNER/SUBDMDER
RS & B LAND DEVELOPMENT
3806 LABORDE PLACE
BAKERSFIELD, CA 93308
(661) 215-2400
ENGINEER'S STATEMENT
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF
BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY
INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER
REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON -
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
BY: ARNOLD J. WHITAKER, HE NO. 59320
CITY OF BAKERSFIELD
APPROVED BY -
RAUL M. ROJAS, R.C.E. 39880, EXP. 12-31-07
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
REVIEWED BY -
BRAD UNDERWOOD
ASSISTANT PUBLIC WORKS DIRECTOR,
CITY OF BAKERSFIELD
STEPHEN WALKER
TRAFFIC ENGINEER, CITY OF BAKERSFIELD
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ENGINEER'S STATEMENT
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF
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REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON -
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STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
BY: ARNOLD J. WHITAKER, HE NO. 59320
CITY OF BAKERSFIELD
APPROVED BY -
RAUL M. ROJAS, R.C.E. 39880, EXP. 12-31-07
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
REVIEWED BY -
BRAD UNDERWOOD
ASSISTANT PUBLIC WORKS DIRECTOR,
CITY OF BAKERSFIELD
STEPHEN WALKER
TRAFFIC ENGINEER, CITY OF BAKERSFIELD
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GENERAL NOTES- (CITY STREET PLANS)
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD DEVELOPMENT STANDARDS AND OTHER
CITY ADOPTED POLICY; STREET IMPROVEMENTS SHALL BE AS REQUIRED FOR TYPE "A" SUBDIVISIONS.
2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CALIFORNIA DEPARTMENT OF TRANSPORTATION OR CALTRANS
STANDARD SPECIFICATIONS CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE BY THE DIRECTOR.
3. ALL STREET HAVE BEEN DESIGNED IN ACCORDANCE WITH THE TRAFFIC INDEX AS SHOWN ON THE TYPICAL
CROSS-SECTIONS.
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS SHOWN ON TYPICAL CROSS-SECTIONS.
SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE
REDESIGNED ACCORDING TO THE LOWER "R" VALUE.
5. ANY LAYER OF "R" VALUE MATERIAL SPECIFIED IN THE TYPICAL CROSS-SECTION MAY BE INCREASED IN
DEPTH PROVIDED THAT THE MATERIAL ABOVE THAT HAS NO LESS THAN THE MINIMUM THICKNESS SHOWN.
6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE PAVEMENT DESIGN USING CLASS III AGGREGATE
BASE AND A THICKER A.C. SECTION MAY BE USED.
7. ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED ROAD OR THE TRAFFIC THEREON SHALL BE
COMPLETED 'WITHIN 20 WORKING DAYS FROM START OF WORK.
8. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS).
9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B./ AND O.G. SHALL BE 0.05 OF. A FOOT.
10. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS OTHERWISE INDICATED.
11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) SHALL
BE INSTALLED TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER.
12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED TO CONTRACT FOR PUBLIC UTILITY
SERVICE AND MAINTENANCE.
13. PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER SHALL OBTAIN A GRADING PERMIT AS REQUIRED
BY CITY ADOPTED CA U.B.C.. (MODIFIED) AND GRADING ORDINANCE.
14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT
STANDARDS, AS DIRECTED BY THE ENGINEER.
15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES, PIPELINES, CONDUCTS;
CANALS AND APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS BY THE CITY ENGINEER,
SHALL BE RELOCATED AT THE EXPENSE OF THE SUBDIVIDER.
16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE CITY ENGINEER IN ORDER
TO PROVIDE A SAFE CONNECTION TO THE EXISTING STREET PAVEMENT.
17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT WATER UNTIL SECURED BY PERMANENT FENCING
OR IN THE CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE WITH DEPTH AND SIDE SLOPE CRITERIA
AS SET BY THE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS.
18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY
THE CITY ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN SECTION 37 "BITUMINOUS SEALS OF THE
STANDARD SPECIFICATIONS AND THE STATE DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIAL PROVISIONS
CURRENTLY IN EFFECT.
19. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE STANDARD SPECIFICATIONS SHALL BE
PROVIDED AS DIRECTED BY THE CITY ENGINEER WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT.
20. ALL FRAMES AND COVERS WITHIN THE STREET RIGHT-OF-WAY SHALL BE ADJUSTED TO FINISHED GRADE
PER C.O.B. STD. SW -5
21 ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER
CITY STANDARD DETAIL ST -22
22. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE
OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS.
23. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT
SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049.
24. STAMP A "S" IN CURB FACE OVER EACH SEWER LATERAL.
25. 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.
26. 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 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 AS REQUIRED SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
27. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS
FOR CLASS 2 AGGREGATE BASE (CL2 AB) CONFORMING TO SECTION 29 OF THE STATE
STANDARD SPECIFICATIONS. LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED
MATERIAL WILL BE ALLOWED, BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB
OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2,4 OF THE
"GREENBOOK,"
28. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY "(CA)". "(CA)" INDICATES CALIFORNIA
CODES.
E
NOTES FROM THE ENGINEER
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A
1• PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE
IN THE CITY STREET RIGHT-OF-WAY.
THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN
2' APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO
BE FULLY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE. TO
EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND
PIPELINES, ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS, FENCING,
ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS
DIRECTED BY THE CITY ENGINEER.
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET
RIGHT-OF-WAY AS DIRECTED BY THE CITY/COUNTY ENGINEER.
4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL,
PRIOR TO BEGINNING CONSTRUCTION VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE
AND TYPE OF THE EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER
FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY FOR POSSIBLE DESIGN CHANGES.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE HOURS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE
SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
THE ENGINEER.
6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS
SHALL BE DETERMINED BY THE CITY ENGINEER AND/OR IRRIGATION DISTRICT.
7. STANTEC CONSULTING INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED
IN WRITING BY STANTEC CONSULTING INC..
C/L
30'
30'
CITY STANDARD PLATES
10,
1.
THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS
SHALL BE
CONSIDERED A
PART
6" TYPE "B" CURB & GUTTER
OF THESE PLANS. (CONTRACTOR TO
OBTAIN LATEST EDITION
THEREOF)
W/4.5' WIDE SIDEWALK
CITY
FIG. NO.
DESCRIPTION
*% ON. *2%. MIN,
CITY FIG.
NO.
DESCRIPTION
®
ST -1
CURB AND GUTTER TYPE "A", "B"
& "C"
®
ABSA
HANDICAP RAMPS (CALTRANS)
❑
ST -2
STANDARD COMMERCIAL DRIVEWAY
U
❑
ST -20
PRIVATE STREET
®
ST -3
COMBINATION SIDEWALK
GUTTER AND SIDEWALK
❑
ST -21
REFUSE CONTAINER PAD
®
ST -4
RESIDENCE DRIVEWAY
®
ST -22
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
®
ST -5
HOUSE NUMBERS FOR CURBS
®
T-1
STREET SIGN POST TYPE
E
ST -6
PAVEMENT PATCHES
®
T-11
TYPICAL SIGHT LINE REQUIREMENTS FOR LANDSCAPING
EMERGENCY ACCESS ROAD
®
T-17
MINIMUM STREET ACCESS SPACING
®
ST -7
CROSS GUTTERS
2 NO SCALE
2 NO SCALE
®
T-19
MISCELLANEOUS SIGN DETAIL
❑
ST -8
26 INCH PART CIRCLE CULVERT
®
SW -4
TYPE "A" MANHOLE
®
ST -9
STREET SPECIFICATIONS
®
SW -5
FRAMES AND COVERS FOR MANHOLES & CLEANOUTS
®
ST -10
STREET SECTIONS
®
SW -6
6" CLEAN-OUT
®
ST -11
STREET CROSS SECTION
®
D-14
CATCH BASIN TYPE "A"
❑
ST -12
ALLEY CROSS SECTION
®
D-16
GUTTER DEPRESSIONS
®
ST -13
SURVEY MONUMENT
®
ST -14
STREET LIGHT MAST ARM TYPE
❑
ST -15
CUL-DE-SACS
❑
ST -16
STREET KNUCKLE
®
ST -17
WIDE CROSS GUTTER
❑
ST -18
MEDIAN CURBS TYPE "M," "M-1,"
& "M-2-
10,
20' 20'
10'
20'
6" TYPE "B" CURB & GUTTER
O O
G
2' 7YP, I
W/4.5' WIDE SIDEWALK
o
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NAT. GRD.
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SLOPE ®4:1SLOPE
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CLJI AGG. BASE OVER 1.0'
GUTTER AND SIDEWALK
TO NAT. GRD. GROUND COMPACTED TO
TO NAT. GRD.
NAT. GROUND COMPACTED TO
(TYP.) 6" MIN. TO 90%
90% MAX. DENSITY.
95% MAX. DENSITY.
MAX. DENSITY.
• SEE C.O.B. STD. DWG. S-27
-
_
FOR SLOPE PARAMETERS
60' RIGHT-OF-WAY
EMERGENCY ACCESS ROAD
TYPICAL SECTION
TYPICAL SECTION
2 NO SCALE
2 NO SCALE
R/W
2
C/L
26' 26'
18' 18' 8'
6" TYPE "B" CURB & GUTTER
W/4.5' WIDE SIDEWALK
*2%MwA.z^�
W01175
0.20' A.C. PAVING OVER 0.60'
CL.II AGG. BASE OVER 1.0'
NAT. GROUND COMPACTED TO
95% MAX. DENSITY.
52' RIGHT-OF-WAY
TYPICAL SECTION
2 NO SCALE
R/W
--?7-
COMPACT UNDER CURB,
GUTTER AND SIDEWALK
(TYP.) 6" MIN. TO 90%
MAX. DENSITY.
* SEE O.O.B. STD. DWG. S-27
FOR SLOPE PARAMETERS
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Revision Sheet
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1 30.00'
STD. SURVEY MONUMENT ENCASEMENT PER C.O.B.
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STD. SURVEY MONUMENT ENCASEMENT PER C.O.B.
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