HomeMy WebLinkAbout1.4-6167 Ph 2 Record DrawingsNOTES.
1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE
KSPECTW
CITY CORSTRUCTM AW W
PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE.
32&-3M
PARKS DEPARTMENT 326-3117
2. COMPACTION TEST WILL BE THE SUBDIVIDER 0 S RESPONSIBILITY.
&LIM p - Ire-MLIMIAr
'AT[W OF W TESTS TO- BE.
-11-IRER LOC
BY THE CITY ENGINEER.
3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
ALERT AT 11X&T M WORIGNu Gr - WS. PRIOR TO— START OF
CONSTRUCTION. 1-800-227-2600-
4. FOR CLARITY, THE WALLS SHOWN IN THIS SET OF PLANS ARE
DRAM TWO- FEET THICK.- ACTUAL - WALL THICKNESS Is 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 WALL, PERPENDICULAR TO STREET* CL
GENERAL Nf)TES:
1. BLOCK TYPE', SPL[TFACE- CONCRETE BLOCK (LANDSCAPE WiLL ONLY)
MORTARED CONCRETE WALL (RETAINING WALL ONLY)
COLOR' GREY (LANDSCAPING)
COLOR: GREY (RETAINING)
SIZE: 6 x 8" x 16: ( r1r" LANDSCAPING)
SEE,-,
MANUFACTURED CAP
2. STATIONING IS AT STREET CL AND IS A PROJECTION FROM CL
OF WALL., PERPENDICULAR TO- -STREET CL. OFFSET& SHOD IN
STATION NOTES ARE FROM CL OF WALL TO CL OF STREET.
3. HEIGHT OF WALL SHALL BE 6`4' MIN. MEASURED FROM GROUND
AT WGHM, WE'L OF %kU
T
4. WALL T& RkVE MANUFACTURED- CAP.
5. CONTRACTOR SRALL BE RESPOKSIBLE FOR CLE & GRAM
THE AREA ALONG THE WALL LINE.
6, CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED
DEPARTMENT AND/0R.- PUB W WORKS-1 NMT-
MENT.
7. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY THE
&LLL 0LR_fRS. WLL BE.
DEVELOPER OR, A- ONE TIC ONLY, BASIS:
CHARGED OUT ON AN HOURLY BASIS.
& BEARING SOIL SE COMPACTED TO 907a OF MAXIMUM DRY
BY A.&TA.- D -1 7- TO A, DEPTH OF
DENSITY AS
12 *CjfS,,BEL0W BOTTOM OF
BOTT FOOTING.
ACE- WrjH L t/4� TH"' ASPHALT[C %ATW PROOF
SUW
9-. WAlER'PROOF
COATING OR APPROVED EQUAL AS PER CITY STD. NO. L-8 COAT
ONLY THAT PORTtCff BELOW- LaT RAD WADE DOW TO- FOOTING.
1-0. MtN. LAP, FOR SPLICE OF REINFORCING STEEL SMALL BE W
INCHES.
ll. BLOCKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT.
jD%ff -, ON p
CVM� %+ALL BE LA
CHORDS. VERTICAL AND HORIZONTAL MORTAR JOINT SHALL BE
t/r. RWYL-
ALL REWORCK-STEEL SHALL BE 1W-f
IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK
WU ff. ALLOWI� Itt WWYft- Wt. &m", mm
WILL BE ALLOWED. ALL CONSTRUCTION OF NON-MODULAR PIE-
CES SHALL BE DONE. WIT SAWWTS.
1-2. CONTRAC"N. SHALL VERIFY LOCAIRW OF, UTILITIES PRIM. T&
COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT
V41RL IJTUTES- EY4S-T, SHALL L BE RE%"W'%U
FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES,
BUT NOT COSTS.- TO.- RELOCATE K- THE EVERT OF PRWEjtL Nan-
FICATION AHEAD OF CONSTRUCTION.
13. ALL PROPER SAFETY PRECAUTIONS INCLUDING SHORING AND
$
BRACING OF WALL.- SHALL BE PROVIDED BY THE. CONTRACTOR.
E�ECACLY IN. 1W. Rn HU%ff GROUTING
WMOD
THAT
IS USED.
14. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIIADER SHALL
S"T TWO MKS OF SUMVISON IDE10FICARM M- PLANS
To THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSU-
ANT TO-BMC SE 0ON 17.60.1-10 (R). � ONE: COPY OF THE SW
PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR
COPY,
REVIEW AND, APPROVAL SIGN. PEAKS SHALL KaUDE
DIMENSIONS, COLOR, MATERIALS, LIGHTING AND LOCATION OF
S S�,
APMW& OF _f%, %41 PUM'
GN( PUBW�
WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE.
15. EXPANSION JOINTS SHALL BE CONSTRUCTED AT 48 FOOT MAX[-
IN IN'L &L %kL&, r%nok-&I 1A ^ALI :STS. la. %Wl- BE
FREE OF ALL MORTAR AND GROUT FROM TOP OF F001ING TO TOP
OF WALL. EYPAW.S10AJJ0#"nf3 S RA I 16E 311
W-L ON THE' PLANS-
1-6, FO011NQ& %&L NOT EXCEE9 THE WID14 S W.
BY MORE THAN 2 ANY FORMWORK NECESSARY TO MAINTAIN
THIS. FOO-M K-'WTK SHALL.LEX* ML BU.-W 'W FINI%fD TOP
OF GRADE AT LEAST IV OF THE DEPTH OF THE FOOTING, WHICH-
EVER IS
17. UNDERGROUND SERVICE ALERT SHALL. BE.. CONTACTED TWO WORKING
DAYS L PRIOR To CONSTRUCTION, (t-8.00-22-1-2600)'
I& AN, WM STREET PERMIT SHALL BE OBTAINED, L FROM THE L CITY` OF"
BAKERSFIELD PUBLIC WORKS DEPT FOR ANY WORK PERFORMED
- BY A WBDtV[-
WITH EXISTS WRT-OF-WAY. UNLESS SEWRED
SION AGREEMENT, A DEPOSIT BASED ON AN APPROVED ENGINEER Is
ESTIMATE FOR THE WORK PERFORMED WITW- THE RD+T-OF-WAY
AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE
PERWT.
; mm
I
05/16/05
Drawing File: 6167WLFR
JUDKINS
GENERAL STRUCTURAL NOTES.
GENERAL
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE Willi
ILI
APPLICABLE SECTIM& OF THE UWORU,.,, BMDIr.,. M
(UBC }. CURRENT EDITION
FOUNDATIONS
A. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL
nr A nl#Af%
SCHEDULE OR 11f SCCLS REPORT AS
G(aRC.RETE..
A. MATERIALS
I. REINFORCING: DEFORMED ASTM A61-5, GRADE 40
2 - ;13 POSAA@I0 CEMENT- TYPE IL ASIK C--t5C[
3., AGGREGATE: ASTM C-33
4.- WATER... CLEAN AND DRINKABLE
B. C014CRETE MIX DESIGN FOR FOOTINGS AND WELL GROUTING:
1. CLASS `B` CONCRETE, 2500 PSI 0 28 DAYS
Z. 5.0 SACKS OF CEMENT PER CURG YARD.-
3. 1 1/2 AGGREGATE (MAX)
k 4" SLUMP (khRif.1
C. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
MASONRY
A. MATERIALS:
U_ _"KETE BLOCK, Y UNITS- ASTW C-90
1. C-
2. REINFORCING MATERIALS: DEFORMED ASTM A615, GRADE. 40
3. ADMtXTURES' ONLY AS APPROVED- BY THE EMMER.
B. MORTAR'
t. STRENGTIt. TYPE S. 1-2W PSI- W 7_-DkYS AND t8W pst
0 28 DAYS.
C. GROU`T--
1. STRENGTH' 1500 PSI 0 7 DAYS AND 2500 PSI 0 28 DAYS.
2. CONCRETE BLOCK MASONRY UWTS S14ALL BE DRY AND- CLEAR
-
BEFORE GROUTING OPERATION.
3L. FOOTM CONCRETE SHALL BE ALLOWED- TD- CURE FOR-- 3- FULL
DAYS AFTER PLACEMENT PRIOR TO SETTING BLOCK: *WET-
SEUW OF THE FIRST COURSE OF BLOCK WILL, BE 1lILQ.
D. PROVIDE VERTICAL EXPANSION JOINTS AT 48 FOOT INTERVALS
&M- G ENTIRE_ LENGW OF CIONCRU MASONRY BLOCK.- WALL
ENGINEER'S CERTIFICATE,
I HEREBY, CERTIFY THAT THESE PLANS AND SPECtFI,GATI0NS-
COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
AMY DESIGN CRITERIA, AND THAT THEY INCLODE ALL HOIZM,
MENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER
RE'AEW- 13GARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAMLNGS
ON THESE PLANS AND ANY EWORS If 0 R:Nu S9 OR VIOLA-
TIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN
CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
40 Sam
004
ROBERT L SWIT11 RCE-35473 DATE-
EXP. 09-30-07
SU-M R-Y: OF I`VP--R,0VE M--E RT
B'LOCKWALLL W/.5`-151_ RET.
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CONSTRUCT BLOCK WALL
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54.2
D9
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No. 35473
9/30/07
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QF C
LEGEND
TF TOP OF FDDANG
TW TOP OF WALL
FL FLOW LINE
BP BACK OF PAD
ROBERT E. SMITH R 35473
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CORRECTIONS BY,
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SHEETS
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