HomeMy WebLinkAbout1.4-7253 Ph 1 & 2 Record DrawingREVIEWED BY:
TRAFFIC ENGINEER, CITY OF BAKERSFIELD
REVIEWED BY:
TRACT 7253
PHASES 1 AND 2
g/23//9
DATE
9-03-145
ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
STUART J. PATTESON RCE 44898
APPROVED BY:
Ivcwjno��
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
NICOLAS FIDLER C 61069
DATE
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DATE
BENCHMARK USED:
TOP OF BRASS DISK ON TOP OF HEADWALL AT SOUTHEAST CORNER OF PANAMA LANE
AND SOUTH "H" STREET
NATIONAL GEODETIC SURVEY BENCHMARK DESIGNATION X 364
PID FU1624
ELEVATION = 349.00 (U.S.G.S. DATUM)
BASIS OF BEARINGS:
THE BEARING SOUTH 89°3217" EAST SHOWN FOR THE NORTH LINE OF THE NORTHWEST QUARTER
OF SECTION 6, TOWNSHIP 31 SOUTH, RANGE 28 EAST, MOUNT DIABLO BASE AND MERIDIAN (ALSO BEING
THE CENTERLINE OF TAFT HIGHWAY - COUNTY RD NO. 25 & 2387) AS SHOWN ON LOT LINE ADJUSTMENT
NO. 56-94 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON.
VICINITY MAP
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GENERAL NOTES
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TAFT HIGHWAY
23 LF
TYPICAL SECTIONS
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- - - PROPOSED BLOCK WALL
MATERIALS LIST
ESTIMATED QUANTITIES FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
BLOCK WALL
PHASE 1
PHASE
2
TOTAL
6'-8" WALL
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ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH
THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA
AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY
AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS
OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED
DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS
REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
D.
NOTES
RCE 53952 DATE:
EXP. 12/31/2019
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPARTMENT 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 RIGHT OF WAY AND INSURANCE
AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR
STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK
WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY
ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER
METHOD(S) TO PREVENT EROSION ON THE SIDEWALK
_ TAFT HIGHWAY
1 2
4
5
6
7
8
9
_-I
In
32 1 31 1 30 1 29 1 28 1 27 1 26 1 25 1 24 1 23 1 22
11 / 12 1 13 1 14 1 15
24 123 1 22 1 21120119
25 1 26 1 27 1 28 1 29 1 30
®mmm11 m
18 117116 115114 1 13
7 1 8 1 9 1 10 1 11 1 12
36 35 34 33 32 31 6 5 4 3 2 1
I SUMP E/ I 37 38 39 40 41 42 43 44 45 46 47
KEY MAP
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GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN. THE CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE
DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA. DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND
DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A
COPY FOR HIS USE.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED
STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT. APPROVED
INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A
PERMIT.
4, 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY
CONSTRUCTION INSPECTOR SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION
MAY BE NOTIFIED AT (661) 326-3049.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE
BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PALMETTO ENGINEERING &
LAND SURVEYING MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS
SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL
UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.:
1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY
CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED, DOES NOT MEET CITY
OF BAKERSFIELD STANDARDS, OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED
OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED
BY THE GOVERNING AUTHORITY.
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION
NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND
REPLACED BY THE CONTRATOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE
ALLOWED FOR SUCH CORRECTION.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANTS PLANS, DRAWINGS OR OTHER
DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR
CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER
IN RESPONSIBLE CHARGE.
12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT: INCLUDING EROSION,
SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN
IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HAMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEROF, PRIOR TO FILING
HIS BID PRICE FOR THE PROJECT.
14. PALMETTO ENGINEERING & LAND SURVEYING WILL NOT BE RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE
PLANS MUST BE APPROVED IN WRITING BY PALMETTO ENGINEERING & LAND SURVEYING.
15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING
OR REMAKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
16. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTIO WITHIN THE STREET RIGHT-OF-WAY, THE
CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSTPECTION DEPARTMENT AND THE CITY
PARKS DEPARTMENT 48 HOURS NOTICE.
17. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN. THE CALIFORNIA BUILDING CODE, LATEST
EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION PREPARED
BY KRAZAN & ASSOCIATES, INC. JOB NO. 022-16004, DATED MARCH 9, 2016 AND ANY ADDENDA
THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF.
WALL NOTES:
1. CONTRACTOR TO BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE.
2. BEARING SOIL SHALL BE COMPACTED TO 909 OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM
D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING.
3. EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 909 RELATIVE
COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE.
4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR WILL
BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE
DETERMINED BY THE CITY ENGINEER.
5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY THAT
PORTION BELOW HIGHEST GRADE SIDE DOWN FOOTING.
6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A
SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS.
7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS WITH
3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY
BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP.
8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6'-0" MIN. MEASURED
FROM THE HIGHEST ADJACENT GROUND.
9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND). UNLESS OTHERWISE
NOTED.
10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED.
11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER.
12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL.
13, FOR OTHER IMPROVEMENTS NOT SHOWN, REFER TO GRADING PLAN, STREET PLANS, & STORM
DRAIN PLANS, WATER PLANS AND DRY UTILITY PLANS FOR THIS MAP.
WATERPROOFING SPECIFICATIONS
1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL
AS PER CITY STANDARD L-8.
STRUCTURAL NOTES
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA
BUILDING CODE, LATEST EDITION.
FOUNDATION NOTES
1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED.
CONCRETE NOTES
1. MATERIALS:
1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS
2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C-150
3. AGGREGATE: ASTM C-33.
4. WATER: CLEAN AND DRINKABLE.
2. CONCRETE MIX DESIGN FOR FOOTINGS;
1. CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS.
2. 505 LB OF CEMENT (MIN) PER CUBIC YARD.
3. 3/4" AGGREGATE (MAX).
4. 5" SLUMP - MAXIMUM WATER/CEMENT RATIO: 05.0 (MAX).
MASONRY NOTES
1. MATERIALS:
1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90.
2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS.
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. MORTAR:
1. STRENGTH: TYPE S, 1900 PSI ® 28 DAYS.
3. GROUT:
1. STRENGTH: 2000 PSI ® 28 DAYS.
2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION.
4. SPECIAL INSPECTION IS REQUIRED FOR THE CMU PER 2016 CBC PER CHAPTER 17.
STREET SIDE
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CONSTRUCTION NOTES- LEGEND
1. ALL STATIONS AND OFFSETS ARE TO BACK OF WALL — = THIS SHEET R/W = RIGHT OF WAY
(LOT SIDE) ALONG LANDSCAPE LOT UNLESS OTHERWISE AP = ANGLE POINT TOE = TOP OF FOOTING R
NOTED. BC = BEGIN CURVE CTR = CENTER
CL = CENTERLINE TOW = TOP OF WALL 5.58' BLOCK
2. ALL PROFILE STATIONING IS BASED ON CENTERLINE CONC = CONCRETE RETG — RETAININGST R PROPoseD WALL EASEMENT
BLOCK WA
DATA UNLESS OTHERWISE NOTED. CONST = CONSTRUCTION MAX = MAXIMUM RI Q PROPOSED Rw
EC = END CURVE MIN MINIMUM iD' FOOTING AND BLOCK WALL
FOL = FINISHED GRADE LOT SIDE FTG = FOOTING IRRIGAnON MAW
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CONSTRUCTION NOTES:
1. ALL STATIONS AND OFFSETS ARE TO BACK OF WALL
(LOT SIDE) ALONG LANDSCAPE LOT UNLESS OTHERWISE
NOTED.
2. ALL PROFILE STATIONING IS BASED ON CENTERLINE
DATA UNLESS OTHERWISE NOTED.
SIGHT LINE PER
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SEE DETAIL A
4
_ 6
6+74.15
SIGHT LINE PER C.O.B.
STD T-11 & T-12
650'
354.........
350.........
RNISHEO GROUND PROFILE
346 (mrsDE
------------------------------
LEGEND
E�
r = THIS SHEET R/W = RIGHT OF WAY 3 J� J� LIBERTY RIDGE COURT
AP = ANGLE POINT TOF = TOP OF FOOTING I of oJwo I I Imo¢ IBJ I '
BC =BEGIN CURVE CTR = CENTER a ria N Q Palmetto CL = CENTERLINE TOW = TOP OF WALL I �� w I noz �z e� mp
GONG = CONCRETE RETG - RETAINING I �w w / Cll�l�ILe11®
CONST =CONSTRUCTION MAX = MAXIMUM I +¢ LOT 47 + I I �_ ,� _ — , — Engineering
EC = END CURVE MIN = MINIMUM o J m in Land Surve
FCL = FINISHED GRADE LOT SIDE FTG = FOOTING I - I I + �- - I m BACK FOOTING LINE9 g
FL = FLOW LINE CLR = CLEARm + BACK FOOTING LINE i LOT 21LOT
I �- n
GB = GRADE BREAK WE = WALL SECTION r BACK of WALL
, = I 22
LS = LANDSCAPE HDPE = HIGH DENSITY POLYETHTYLENE I i i BACK OF WALL i M
FACE OF WALL
o FACE OF WALL FRONT FOOTING LINE I I :r r$ I FRONT FOOTING LINE i O
M Q
I PROPOSED 24" PVC I N x
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IRRIGATIO
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a ENING PROPOSED 5.58' BLOCKPROPERTY LINE PROPOSED 24" RCP IRRIGATION MAIN PROPOSED 10' WIDE OP
III O
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—ROF WAY 10WRIGHT-OF-WAY ROAD O-
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A AREA DETAIL o PROPOSED 5' BACK OF SIDEWALK o ^^
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SCALE: 1 =5 I o Y m
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8 9 NO°39'39"E 1D 11 12 NO9'39"E 13 15 16
p8+45.76 _ 12+49.27 = 15+18.27
x CHEVALIER ROAD TRACT BOUNDARY a
WNW NW
---.. ---- 650'
171.61' 672.51'
INPER C.O.B.TD. THASES 12
STD. T-111 -
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CHEVALIER ROAD HORIZONTAL:
VERTICAL: 1"=4'
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6+74.15
SIGHT LINE PER C.O.B.
STD T-11 & T-12
650'
354.........
350.........
RNISHEO GROUND PROFILE
346 (mrsDE
------------------------------
LEGEND
E�
r = THIS SHEET R/W = RIGHT OF WAY 3 J� J� LIBERTY RIDGE COURT
AP = ANGLE POINT TOF = TOP OF FOOTING I of oJwo I I Imo¢ IBJ I '
BC =BEGIN CURVE CTR = CENTER a ria N Q Palmetto CL = CENTERLINE TOW = TOP OF WALL I �� w I noz �z e� mp
GONG = CONCRETE RETG - RETAINING I �w w / Cll�l�ILe11®
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I �- n
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FACE OF WALL
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M Q
I PROPOSED 24" PVC I N x
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III O
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—ROF WAY 10WRIGHT-OF-WAY ROAD O-
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A AREA DETAIL o PROPOSED 5' BACK OF SIDEWALK o ^^
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SCALE: 1 =5 I o Y m
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8 9 NO°39'39"E 1D 11 12 NO9'39"E 13 15 16
p8+45.76 _ 12+49.27 = 15+18.27
x CHEVALIER ROAD TRACT BOUNDARY a
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---.. ---- 650'
171.61' 672.51'
INPER C.O.B.TD. THASES 12
STD. T-111 -
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CHEVALIER ROAD HORIZONTAL:
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