HomeMy WebLinkAbout1.4-72371. PRIOR TO OF OF # #.
PARKSCITY CONSTRUCTION INSPECTION DEPARTMENT AND THE
PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE.
CITY CONST. INSPECTION DEPARTMENT 326-3049
DEPARTMENT
2. COMPAC11ON TEST WILL BE THE SUBDIVIDER'S RESPONSIBILITY.
NUMBER AND LOCATION OF # BE DETERMINED
BY ENGINEER.
3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
ALERT AT LEAST TWO WORKING DAYS PRIOR TO START OF
CONSTRUCTION. ( 1-800-227-2600 )
4. FOR CLARITY, THE WALLS SHOWN IN THIS SET OF PLANS ARE
DRAWN TWO FEET THICK.C, ;
LOCATION OF WALLS IS SHOWN TRUE AT BACK OF WALL.
(EASEMENT LINE).
5. STATIONING IS AT STREET CL AND IS A PROJECTION FROM CL
OF PERPENDICULAR
r•#s STREET
6. ANY ITEMS IN PUBLIC RIQIT-OF-WAY THAT ARE DAMAGED OR
DO NOT MET CURRENT STANDARDS SET BY PUBLIC WORKS WILL
REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
7. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL
OR FOR TWO FEET BEHIND THE
SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE
THE CITY ENGINEER APPROVE
• • # ■ r • i THE SIDEWALK
EARTHWORKOR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
2. OR RETAINING WALL SHALL COMPLY
i _. •
r •. ♦ ♦ i it�•r
UPDATE
06/05/2018
drawing File: 7237WALLS
j
A. ALL iMi( SHALL BE PERFfAMED IN ACCCIDANa WITH
APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE
FOUND
TIONS
A. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL
BEARING SCHEDULEOR THE SOILSREPORT PROVIDED.
CONCRETE
A. MATERIALS:
1. REINFORCING: DEFORMED • GRADE •i
2. CEMENT: PORTLAND
#;►# CEMENT. TYPE H, ASTM
1
3. AGGREGATE- ASTM C-33
4. WATER: CLEAN ! DRINKABLE
B. CONCRETE MIX DESIGN FOR FOOTINGS AND WELL GROUTING:
1. CLASS V CONCRETE, i1 PSI 0 28 DAYS
2. 5.0 SACKS OF CEMENT (LON.) PER CUBIC YARD.
AGGREGATE
APPROVEDC. ADMIXTURES: ONLY AS BY THE .
MASONRY
A. MATERIALS:
RUNNING1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90
2. REINFORCING MATERIALS: DEFORMED ASTM A615, GRADE 60
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
4. BOND
B.
MORTAR:
1. STRENGTH: TYPE S, 1200 PSI 0 7 DAYS AND 1800 PSI
♦ i DAYS.
C. GROUT:
1. STRENGTH: 1500 PSI 0 7 DAYS AND 2500 PSI 0 28 DAYS.
2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN
BEFORE GROUTINGOPERATION.
3. F001ING CONCRETE SHALL BE ALLOWED TO CURE FOR 3 FULL
DAYS AFTER PLACEMENT PRIOR TO SETIINIG BLOCK, 'WET-
SETTIW OF THE FIRST COURSE OF BLOCK WILI BE ALLOWED.
D. PROVIDE VER11CAL EXPANSION JOINTS AT 48 FOOT INTERVALS
ALONG ENTIRE LENGTH OF CONCRETE MASONRY BLOCK WALL
THESE PLANS AND SPECIFICA11ONS WERE PREPARED BY ME OR UNDER
MY DIRECTION ANr TO THE BEST OF # r AND BEUEF, COMPLY
IMPROVEMENTWITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS ANDDESIGN
CRITERIA AND THEY INCLUDE ALL
ADVISORY OR OTHER REVIEW •O..r ERRORS, OMISSIONS
ENGINEER.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
..► '''
ROBERT
09-30-19
34' 11 5'
LANDSCAPE
EASEMENT
0
It
B.S
Z 6 � w� �2' FOOTING EASEMENT
Y 1 4.3' 1
w 6' �► I PAD
S.W.�N 2J0
2.%
MIN. COVERAGE 6"
MAX. COVERAGE 2'
STEP SEC T1 ON @ SIDE
YARD AND LANDSCAPE EZMNT
N. TS.
C TY 01
HAKERSFI ELD
TRACT No. 7237
CONSTRUCTION PLANS
WALL PLANS AiN'D PROFILES
■► VICK!y s
-03
� Eilm--
CHISELED TOP CURB NORr •
RETURN AT THE N/E CORNER OF PALM RANCH
AND
ELEVATION f
6"x2"a16"GREY
SPLITFACE CAP
INF. STEEL = 60 GRADE
10 •# ! p I ! 1.1411
BENCH MARK SET:
TOP O. CURB SOUTH ' SOUTH EAST
CORNEROF # AND PALM
ELEVATION !6
E
W
Cl
�n
Z
I w LO SEALANT TO BE
> i APPLIED BY FALL
#4 CONT. Q' m _ CONTRACTOR
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FOOTING TO BE CLASS
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SUMMARY OF IMPROVEMENTS:
145 L.F. OF RETAINING WALL
SHEET INDEX.-
1.
FRONT SHEET
2. JENKINS ROAD
SCALE. -I 1" = 50'
KEY MAP
'THE BEARING LIF N 89°39'04° E ALONB THE TRACT BOUNDARY LIF HINAUL T ROAD
AS SHOWN ON TRACT 6036 UNIT 3 REORBEB IN BOOK 54 AT PAGES 137138
OF MAPS WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON'
�gOFESSIpAT
No. 35473
" ` 9/30/19 l
CIVIL 4�1�
OF C ALZ�
STUART J. PATTESON
RCE 44898 EXP. 3-31-20
ASSISTANT PUBLIC WORKS DIRECTOR, C.O.B.
TRAFFIC ENGINEER DATE
APPROVED BY: _ _
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NICOLAS G. FIDLER DATE
RCE 61 069 EXP. 12-31-18
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
ROSEDALE
HWY,
HINAULT
PALM
AVE.
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PROJECT
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SITE
W
Q
BRIMHALL
RD.
'THE BEARING LIF N 89°39'04° E ALONB THE TRACT BOUNDARY LIF HINAUL T ROAD
AS SHOWN ON TRACT 6036 UNIT 3 REORBEB IN BOOK 54 AT PAGES 137138
OF MAPS WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON'
�gOFESSIpAT
No. 35473
" ` 9/30/19 l
CIVIL 4�1�
OF C ALZ�
STUART J. PATTESON
RCE 44898 EXP. 3-31-20
ASSISTANT PUBLIC WORKS DIRECTOR, C.O.B.
TRAFFIC ENGINEER DATE
APPROVED BY: _ _
�� �wr .r. asrwrrr++r..s.sw.
NICOLAS G. FIDLER DATE
RCE 61 069 EXP. 12-31-18
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD