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BAKERSFIELD, CALIFORNIA 1 AND 2
REVIEWED BY:
TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE
REVIEWED BY:
I NT PUBLIC WORKS DIRECTOR DATE
RE141SION13 APp�OV�D:
APPROVED BY:
FRED W__PORTER DATE
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/05)
NOTICE
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE
PRIVATELY MAINTAINED, EXCEPT ANY APPURTENANCES WITHIN BRIMHALL ROAD.
DATE
BENCHMARK USED:
CHISELED "0" IN TOP OF CURB ON EAST SIDE OF ALLEN ROAD AT THE
NORTHWEST CORNER OF LOT 11 OF TRACT No. 5489 PHASE "A" PER THE
SEWER AND STORM—DRAIN PLANS FOR SAID TRACT No. 5489 PHASE "A".
ELEVATION = 364.08 (U.S.G.S. DATUM)
BENCHMARK SET:
CHISELED " 0 " IN TOP OF CURB AT THE CENTER OF THE SOUTHEAST
RETURN AT THE INTERSECTION OF BRIMHALL ROAD AND JENKINS ROAD.
ELEVATION = 357.01 (U.S.G.S. DATUM)
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27 26
BRIMHALL ROAD
TRACT
0 6121
34 0 35 0
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STOCKDALE HIGHWAY
T-30S.,R26E.
VICINITY MAP
NO SCALE
MARIAN P. SHAW DATE
RCE 32178
NOTICE:
24 HOUR NOTICE IS REQUIRED PRIOR TO START OF
CONSTRUCTION. CALL CITY OF BAKERSFIELD CONSTRUCTION
DEPARTMENT AT (661) 326-3049 AND CITY PARKS DIVISION
AT (661) 326-3117.
SIGNAGE NOTE:
PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO
COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING
DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BAKERSFIELD MUNICIPAL
CODE, SECTION 17.60 110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO
BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN
PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING
ANCHORAGE, AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY
THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE.
FOOTING NOTE:
FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE
PLANS BY MORE THAN 2". ANY FORMWORK NECESSARY TO
MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE
FINISHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF
THE FOOTING, WHICHEVER IS LESS.
MATERIALS LIST
ESTIMATED QUANTITIES, NOT
TO BE USED FOR BIDDING PURPOSES
BLOCK WALL (JENKINS ROAD) 893 LFIN
WELL si
SHEET No. INDEX
0 TITLE SHEET
Q DETAILS—GENERAL NOTES
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PARCEL MAP 3392
1 P.M. BK. 37, PG. 139 1 55
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DAVE 4/12/05
PR JOB No. 04-1660
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DAVE 4/12/05
PR JOB No. 04-1660
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DAVE 4/12/05
PR JOB No. 04-1660
SHEET
OF 3 SHEETS
GENERAL NOTES x
1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
STANDARDS AND SPECIFICATIONS ALONG WITH THE STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, -LATEST EDITION.
2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM ' THE CITY OF
BAKERSFIELD BUILDING DEPARTMENT. A PERMIT SHALL BE OBTAINED FROM CITY
PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET
RIGHT OF WAY.
3. 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 THE RIGHT-OF-WAY AND INSURANCE
AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT.
4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE,
PARKS DEPARTMENT: (805) 326-3117
CITY CONSTRUCTION INSPECTION DEPARTMENT: (805) 326-3049
5. THE CONTRACTOR SHALL REMOVE/OR RELOCATE ALL OBSTRUCTIONS WITHIN THE
STREET RIGHT OF WAY AS DIRECTED BY THE CITY ENGINEER.
6, ALL EXISTING IMPROVEMENTS WITHIN CITY RIGHT-OF-WAY (CURB, GUTTER, SIDEWALK,
CROSS GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE
REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER.
7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT
INCLUDING THE SAFETY OF ALL PERSONS AND 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 FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER,
8. PORTER -ROBERTSON SHALL NOT BE RESPONSIBLE OR LIABLE FOR ANY CHANGES TO,
THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY
PORTER -ROBERTSON ENGINEERING.
9. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO(2) WORKING DAYS
PRIOR TO CONSTRUCTION. 1(800) 227-2600,
10. ANY EXISTING IMPROVEMENTS OR UTILITIES REMOVED, DAMAGED, OR UNDERCUT
BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED
BY THE ENGINEER AND APPROVED BY THE CITY OF BAKERSFIELD AT THE CONTRACTOR'S
EXPENSE.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG WALL LINE.
12. COMPACTION TESTS WILL BE THE CONTRACTOR'S RESPONSIBILITY, NUMBER AND LOCATION
OF TESTS TO BE DETERMINED BY THE CITY ENGINEER,
13. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAX. DRY DENSITY AS DETERMINED
BY ASTM D-1557 TO A DEPTH OF 12" BELOW BOTTOM OF FOOTING.
14. EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO
90% RELATIVE COMPACTION TO TOP OF FOOTING.
15. BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED.
16, HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM THE HIGHEST ADJACENT GROUND.
17. WATERPROOF SURFACE WITH 1/8" THICK ASPHALTIC WATERPROOF COATING OR
APPROVED EQUAL AS PER CITY STANDARD L-8 . COAT ONLY THAT PORTION BELOW
HIGHEST GRADE SIDE DOWN TO FOOTING.
18, GROUT ALL CAVITIES CONTAINING REBAR TO TOP OF WALL.
19. ALL REBAR OVERLAPPiN13 SHALL BE 24", UNLESS OTHERWISE NOTED,
20, ALL REBAR ADJACENT TO SOIL SHALL HAVE 3" MIN. CONCRETE COVER.
21, IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN
AND SPECIFICATIONS, OR FINDS DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWING,
HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION, OR A CORRECTION
THEREOF PRIOR TO FILING HIS BID FOR THE PROJECT,
22, BLOCK TYPE: WALL: MORTARED COMMON CONCRETE BLOCK [SPLIT -FACE]
---------------------------------
BLOCK SIZE: --8"x 8"X 16" COLOR: __ * PATTERN: RUNNING BOND _
WITH MANUFACTURED_ CONCRETE CAP. PILASTER: _LEDGESTONE - -
PILASTER: _4"x3_2" COLUMN W LEDGEST_0_N_E__
* COLOR SHALL BE DETERMINED BY THE OWNER PRIOR TO ORDERING BLOCKS.
STRUCTURAL NOTES
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE
UNIFORM BUILDING CODE (UBC) 1997 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 "B" CONCRETE, 2500 PSI AT 28 DAYS.
2. 5.0 SACKS OF CEMENT(MIN) PER CUBIC YARD.
3. 3/4" AGGREGATE (MAX).
ti 4. 5" SLUMP - MAXIMUM WATER/CEMENT RATIO: 0.50 (MAX),
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
MASONRY NOTES
1. MATERIALS:
1. CONCRETE BLOCK MASONRY UNITS: ASTM .0-90.
2. REINFORCING MATERIALS: ASTM A615, GRADE 60 DEFORMED BARS,
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.,
2. MORTAR:
1. STRENGTH: TYPE S, 1800 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, PROVIDE VERTICAL EXPANSION JOINTS WITH 3/8" MAX. GAP AT 48' INTERVALS
ALONG ENTIRE LENGTH OF CONCRETE MASONRY BLOCK WALL.
CONTINUE REINFORCEMENT THROUGH GAP.
•TRACT GI21
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PHASE zoome
RECORD DRAWING T"c.T= cogo o l` nst 7 -
BY,
BY, F D W. PORTER$ RCE :33448 EXP. DATE
ROCK VENEER CAP
STREET SIDE
#4 REBAR O 48"
CENTER IN BLOCK
TO TOP OF WALL
GROUT ALL CELLS CONTAINING
REBAR TO TOP OF WALL.
(TYPICAL ALL SECTIONS)
# 5 REBAR O 24" O.C.
6" CONCRETE BLOCK
OMIT HEAD JOINTS
AT GROUND LEVEL
STREET SIDE
FINISHED 1,
#4 CONT.
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LOT SIDE
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EXCAVATED AREAS WIDER THAN WIDTH
90R REL COMPACTION FOR OF FOOTING SHALL BE RECOMPACTED
12" BELOW FOOTING (TYP. 2'-0" TO 90x RELATIVE COMPACTION TO TOP
THROUGHOUT) CLASS "B" CONCRETE OF FOOTING (TYP. THROUGHOUT).
(SEE GENERAL NOTES)
ALL REBAR SHALL HAVE 3" MIN. CLR.
FROM SOIL (TYPICAL)
A BLOCK WALL SECTION
2 NOT TO SCALE
MANUFACTURED CONCRETE 1CAP,
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(PROVIDE VENEER TIES)
2-4"x8"x16" CONCRETE BLOCK
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STREET SIDE
PILASTER SECTION
NO SCALE
DATE 4/12/05
PR JOB No. 04-1660
SHEET
2
OF 3 SHEETS
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O
0)
DATE 4/12/05
PR JOB No. 04-1660
SHEET
2
OF 3 SHEETS
NOTES FOR WALL PLAN AND PROFILE:
ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS
OTHERWISE NOTED.
ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE)
UNLESS OTHERWISE NOTED.
WS = WALL STATION
TOF = TOP OF FOOTING
TOW = TOP OF WALL
FTG. = FOOTING
PROPOSED 6' HIGH
BLOCK WALL
ANDSCAPE EASEMENT
WIDTH VARIES)
•'= LANDSCAPE AREA SLOPE VARIES
FROM 2% MIN TO 4.1 MAX
QRS DRAWING -rFAtT U11b i -"kA -A5 - 2
lid l/ -16
411`4 MID Int, PORTERt RCE 33448 EXP. DATE
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SUMP TRACT 6121 PHASE 1 I
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PER 6121 PHASE ONE
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:I I PROPOSED PRMLE ALOM
36 O :....:....:. I ..:....:. .. ' I I PROPOSED (BILE ALONG PROPOSED ARORLE *ALONG : EAST SDE AR' WALL (PADS) _ ��„_�
. ; .... ; .... ; .. I . ; .... ; µEST S1DE F WALE (a�6�MP)...... ..... ; .. ; 'EA5'T &,Of OF•WAU •(PADS)......... ....:.......... ...:...... ........ ' ----- ------ - - - --. --
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�..Ls.:-_ PROPOSED: rPROF/LE ALANG_S`M_'f� -_ _ _ _ w- _ `►Yrti _ _ _i�r-�.►Yrr�-� S/DE OYr WALLL�;e'' _ _------: PROIF7LE;ALgNG; ; .... TOF=357.83 : ................ : ................: ; . , .:....:... , :....:... ....:....:... .
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356: ......... :....:....:....:....:....:....:....:....:....:....:....:... ....:....:....:....:.......:....:....:....:....:....:....:....:....:....:....�....�....'....�....�
:....:....:....:....:....:....:....:�....:... ....:....:....:356
ALL TYPEA
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BLOCK WALL PROFILE
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36 O :....:....:. I ..:....:. .. ' I I PROPOSED (BILE ALONG PROPOSED ARORLE *ALONG : EAST SDE AR' WALL (PADS) _ ��„_�
. ; .... ; .... ; .. I . ; .... ; µEST S1DE F WALE (a�6�MP)...... ..... ; .. ; 'EA5'T &,Of OF•WAU •(PADS)......... ....:.......... ...:...... ........ ' ----- ------ - - - --. --
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. ✓ ��-!�'; I — I T4D =357.Cit�' _iJ,.r-r I r��-. _4-sem__•► :PROPO-lul-D
__-_�__�`��_��r...� __� - �� ,___ _ ,___----- .358
�..Ls.:-_ PROPOSED: rPROF/LE ALANG_S`M_'f� -_ _ _ _ w- _ `►Yrti _ _ _i�r-�.►Yrr�-� S/DE OYr WALLL�;e'' _ _------: PROIF7LE;ALgNG; ; .... TOF=357.83 : ................ : ................: ; . , .:....:... , :....:... ....:....:... .
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356: ......... :....:....:....:....:....:....:....:....:....:....:....:... ....:....:....:....:.......:....:....:....:....:....:....:....:....:....:....�....�....'....�....�
:....:....:....:....:....:....:....:�....:... ....:....:....:356
ALL TYPEA
354: .... W....:....:....:....:............. :'"
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BLOCK WALL PROFILE
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