HomeMy WebLinkAbout1.4-6352GENERAL STRUCTURAL NOTES
GENERAL
A, All RICK mull be Performed In accordance EST
Vi MtioDu of Us Capforrea Falkland code
Current
tion
FOUNDATIO
the Soils
Ean�examA For i Inc a.00, No 13-14656, Dated 2-3—M
CONCRETE
Ii Materials
I Reinforcing Deformed AGAGA AGED Trade 60
Ad Acarome YANG C-33
4 Water Clean and Derneame
My GRAIN Mix WENDY No, USUALT Any )OFF UI
I had,
Craymbe OECD AN a OF DOW
mi Cement (Min) per cubic Yam.
moC Admixtures: Only as upmwwd by the EniMASONRYL Comems Birth Masonry Units ASUM C-90* i Cary Modular Face ALI Sunset Red ASTEd C-EXI Atrurryth TEST A 1200 PSI A 7 door and 1800 PSI0 25 buys* TestConcrete black reanny FILE shal be Any andARMY before creating Promari3 'Net, soli of the Plot course of Saudis will be aliow�
WE RANKS DEPARTMENT FIRMLY BE GIVEN 74 HOURS
NOTICE
CITY CONST EXCEPTION DEPARTMENT 326-3049
PARKS CEPAR�ENT 326-3117
POE CT
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
WALL
CONSTRUCTION PLANS
FOR
TRACT 6352
i
HIGHLAND KNOLLS DRIVE & BEDFORD GREEN DRIVE
ml
ENGINEER'S STATEMENT
THESE PLANS AND SPECRICAFROME WERE PREPARED By ME OR
rrz
I SITH CITY OF BAKERSFELD ORDINANCES. STANDARDS.
AN CRITERIA AND INCLUDE ALL ASPROVEMENT ROJUREMENES
DWISORY AGENCY OR OTHER REOEW BOARD
PONSIBLE FOR ALL CALCULATIONS AND DEANNI ON
NO AND ANY POROUS, CMISAONS, OR M�EMS OF
FINANCED, STANDARDS AND DESIGN CRITERIA XUALL BE
A ON AND KHOO aaov o e * Oft A ORD DUE M're oerov� z car. ExcIx`If 1 /=9 o<,E1GAP IT-RO-N
GENERAL NOTES
U5, FOOMPAS SHALLY NOT EXCEED THE WIDTH SHOWN UPS THE FEARS By (661)CONTACT
"Ol sa9
tar-5WAN
BY, ANY FORM�RK NECESSARY TO MAINTAIN THIS BALTIC MD�
SHALL EXTEND BEFFORK WE FALKLAND TOP OF GRADE AT LEAST 16 OR FEW
DEPTH OF THE FOOTING. WHICARAER IS LEWIS
MATERIALS
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3.
WALL causmucnoN
PLANS
LIQUOR STANDARD PAR Ey
D
PT
Know whaft heli
PATTERN RUNNING BOND
Call III you dig.
ui`
ISO HEAR -
^SHOULD
or
wxc
NO raw
FmEMW @I=
BE DRAINED WITH FREE URAINING L
�
HEIGHT OF WALL SHAPE BE 6 -OL MIN MEASURED FROM GROUNE AT
ME ONE SHOULDS HAVE A uNMUM
GRAVELI
) (g
INSTANT AIDE UP WALL,
nrnr wmrzABDUL
a
Err MOE
(AMxx
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APPROVED COHEN R
ME AREA ALONG ME WALL ONE,
0 ANT BOND I
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OR LLP murq
SUE. NO 61059 Ev. 12-31-W
CONTRACTOR x AND PROVIDE ALL PERIMPS REQUIRED
xc. mL EARLY OVER TWA Or FO TNO TO ec (ST w HOTSA
BE m Sy
ByCOBBRTMENT MELLOR PUBLIC HORNS DEPT.
IGNORED FOR PASSIVE PRESSURE. SOL AS
a
m
HEIGHT OVER TOE SHALL NOT EXCEED
— SaET s¢
m
:6
e.
AL SHALL RE PROVIDED INITIALLY Rv
HEIGHT of RArary xc. AAA NOTA i.
aExs
rows
/
De v,E OrvLV BASS ALL OFFERS LULL SA
PNT mu LLE AME
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BY
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CHARGEDTOUSLE OAsys
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-
LEGEND
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REVIEWED ev. A s RceAc WORKS DIRECTOR
_
DETERMINED _ _ _ r TO A EconY OF
SLYINCH
S
Yz INCHES aLLDw eonw
12
Reim mwA
.T o.c
a
5.
WATER PROOF SURFACE H ALTO WATER
`L
WnI
m'""'"E `W'w.o P
EVENT � BAY
BE USSR
tt
PROOF CLEATING OR APPROVEDCITY STD. NO.L 5
TO
E:mo wwE Luw'[nrc wnE.,Prs
ev xuE cmm�cm
u¢M
COAT ONLY THAT PORTION DA Dow TO Ewnu..
�.
A
RrPE LARK (aax.:
�A
r o
A.. OTHER SURFACES AR F. RE 5EAED LATH
A CLEAR WATER SEAL SUCH AS FAQUA-Uai OR APPROVED LOUIS
AIDEM
FORExxw
^. A NSw PP CC
7 = —� /:s
w.w DL
WALL SECnON z _
9,
EXPANSION GOINTS SHALL BE CONSTRUCTED IN EACH PILASTER
RIEVESED BY TRAFFIC ExcxEEx
DATE
IN ALL REAUTFUS. AND A MAXIMUM DISTANCE BETWEEN EXPANCROM
ELSE
Wi ACRES �m
NIS
w
OF
—°��
EON CAPE oCm rmnx:
10
STOCKS ANN BRICKS SHALL A'S EST CN mADC. TRUE. PLUMB
AND EFRAI�G CURRYLES whi So EYES FUJI ON NO GREATER
E
TO Tam
:
STAN U5 TEXT CHORDS,
US
MS� I
MAINE ssWOTM.. BE
LOT EVIN ALL REINFORCING SAFTELF SICALL BE UM FIRMLY IN
INCH see BENCHMARK
IN PLAIVE PRIOR TO PLACEMENT OF BLOOD OPEN ROD ENRON
�M WALL
BILL BE ALLOWED IN ORIENTED CELLS ONLY. NO BROKEN BLOCK
-
AI AUL
WALL SECTION 11
Y—
mw AAAA
PAT HE ALLOWED. Art CONSTRUSTAG OF Du.AR PE1.h5
L [ D12. ONE xrm sA
BE NOCANI PAD 145 US s
A
OM CENRIPLINE OF
SIGN ADD 51 W xrvnr
RBEARMBS
11,
SH
MOSAN WAIT BE MISSING IN TEXTILES AND COLLINSAMONG
crna u(¢
smmaT mr
FEE AND EYE PEPSI
HALL ARLY LOCLATION OF WITTER PRIOR TO
COMMENCEMENT OF WORK ADD MONEY ENGINEER IF CONFLICTsrnU
sxoRO u� A
AN Coal m EASY
WIN UTILITIES BOOST CONTRANYME SHALL BE RESPONSIBLE FIAT
PII�.M.
BA Q OF
REPAIRS TO DAMAGED CROWD CAUSES By HIS FORCES, BUT
MAL WAR
NOT CONES Ed RELOCATE IN WE EVENT OF PROPER NOnETcw-
OCR m T awx
�am
PEARING OF GINICREE. OMAN HAS ME EAST
TOO AHEAD OF WE CONSTRUCHON
Y ww
oWE
PIKE OF PARGEL I OF CAROL MAP NO TISCH PHY
TO
ALL PROPER SAFETY PRECAUTIONS INCLUDING CORNING AND
BRACING OF MALL. SHAPE BE PROVIDED By THE CONTRACTOR
ROD ALL CA14�1x
FOR RECORD IN BUICK 47 AT NEVER 120 AND IT IN
EXPLORE y IN TME EVENT THAT PULL HEIGHT AROOTxe METHOD
—5m Tsx
—SIT BUD
01 OF As
�1GMT
UME
SE As THE ears OF BEARINGS HERMAN
14
PRIOR TO INSTALLATION OF ANY SIONACE, CLUMINGRED SHALL SUBMIT LANE
9 MTT TM
IIIRwsea
ri
(�
Tr wAnIS
COPIES OF SUBDIVISION IDENTIFICATION STAR PLANS TO WE BRODAN UIRWITUAR
OE�
IN
FOR REVIEW AND APPROVAL PURSUANT TO EXXON BECTON 17 AS HIS ANY ONE
-
mAUBAFOR
=I
IF 4y X TOOKru
mnrc�uY
OWNER dESUBDNIDER:
COPY
DeUUP
REVIEW AND APPROVAL SIGN PLANS SHALL INCLUDE COPY, DIMDNGONS.
x NOR AT OF
OPERA FORKS, MC,
MATERIALS. LIGHTING. ANCHORAGE AND LOCATION OF CARLOS)
IN UP w
r ;�
STREET, #215
APPROVAL ON THESE WALL PLAINS By WE Ruc wcRxs DIRECTOR EOEs
NOT INCLUDE APPROVAL OF ANY SIGNAGE.
Garmu<<nA
6COLOR,
r,
IIrnMAKERSAFTELD,
SE MR FAA MAE)J
CA SAUDI
A muY min TLA
... �"...�..
§�.
Mo- vxnn
CAYMAN -aRrs +a1N51oN
16 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM ME CITY OF
BAKERSFIELD PUBLIC WORKS DEPT FDIC ANY � PERNIMPRIMED WILSON
EXIETINNO MOLECULE STREET RIGHT -OF WAY. UNLESS SECURED by A
UUMARTAIGN ACR�MPN7 A DEPOSIT REAR UPON AN APPROVED ENGINEERS
ESTIMATE SHALL BE POSTED PRIOR HE l�MCE OF WE PERMIT
17 ANY MANK CONNECTING TO WISTINU PUBLIC FACH USES FROM PRIVATE PROPERTY
Affil. REQUIRE AN ENGNEER5 ESTIMATE FEE WE WORK IN WE EXISTING PUBLIC
RIGHT-OF-WAY TO ASTAeUSH are NECF55ARY ALMOST
18 ALL PROPOSE WALLIS �O� HILLSON ARE PRIVATE WALLS AND ARE
TO BE PRIVATELY MAINTAINED
TO UNDERGROUND SERVICE ALENT SHALL AT CONTACTED FAR (2) �KING DAYS
PRIOR TO ME START OF CONSTRUCTION (811)
20 COMPACTION TESTS SHALL BE FLY RE5P�51HIlI� Or PLC DCVAJOPERFNOAWdACT(dX
WE NUMBER AMC T�AHE� UP REQUIRED TESTS DOLE BE DETERMINED By ME
CITY ENCHNEER
21 ANY ITEMS IN ME PUBLIC RIGHT-OF-WAY BEAT ARE DAMAGED OR ISO GOT MEET CLARREET
STANDARDS SET By PUBLIC WORDS MULL REQUIRE REPAIRING ANDOOR UPTERATING AS PER
CITY ENONFER
AM MAXIMUM SCOPE RATIO FROM TOO SPROK OF SIDEWALK TO FACE OF WALL AN STRUCTURE
RETAIL BE 4 1 EXCEPT FDR � FEET BOEING THE SIDESSALK WAVERSE LEE MAMMON SLOPE
SHOUL OF Car ALTE"An�Ly THE GARY ONANI MAY APPROVE CUR81MG BOUND WE
DDEW� OR (AFTER METHOD TO PREVENT EROSION ONCE ME MOFWALK
s99C
LIST OF
MATERIALS
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PEAS a
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SHEET
TITLE
COVER SHEET
3.
WALL causmucnoN
PLANS
;
Know whaft heli
Call III you dig.
001 A
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(NOT A PART)
CURVE TABLE
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0 120
18
8 ]16
12
10
70
705
04
102
no ]�
O 694
92
00 690
Be
696 686
84
82
so
688 618
6� 616
�4 e]4
fiB2 672
70
Ix+66 13+m 14+a6 Is+ao -_
-- IB+00 19+00 e� 20+00 21+00 22+CO
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6 � O
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sc01 so
— 50 LrX Know wMra below.
55mmmmm?!!!!!1 Callbefm Youdig
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K
mm
Tc
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TN
Tywal
�
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— 50 LrX Know wMra below.
55mmmmm?!!!!!1 Callbefm Youdig
m 10
11
TABLE
1
i
710 '-
s$70
0�
12
a 13
14
On
§16
26+00
29+00
7021'1
—SS
00
7% ----.
- - 704
]Od --
702
� � u. �f
WA,. KE _m. �ID�4Iz� FE�1 DRI
LOT 'A'
PARK SITE
BEDFORD GREEN DRIVE
,IP
7?+92.96' Cl 10 31752.44CL)
SCALL'. 1" — 50' HORIZON R
OLD WOOD DRIVE
rl,<PAR!
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221+50 23+00 24+00 25+00 26+00 27
UNE
TABLE
1
710 '-
s$70
0�
710
706,•_
70
+00
26+00
29+00
7021'1
—SS
00
7% ----.
- - 704
]Od --
702
60
70
698
98 -..�
696
96 —
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98
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5
-
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_—_
692
690
688
88 L —
J 686
e94
Ji 604
534
OF
JS
682
RURAL
ROARS
6]8
678
692EA
67674
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29+60 30+W
¢+
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OF MAIL
MAT AM 9
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arceuSOSE:
/
HIGHLAND KNOLLS DRIVE &
BEDFORD
GREEN DRIVE,
%B,
HIGHLAND KNOLLS DRIVE &BEDFORD
GREEN DRIVE
Usw.,a.E
i=.o
4i1�
221+50 23+00 24+00 25+00 26+00 27
712
1
710 '-
s$70
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706,•_
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+00
26+00
29+00
7021'1
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7% ----.
- - 704
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702
60
70
698
98 -..�
696
96 —
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5
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690
688
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682
680
6]8
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29+60 30+W
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— I08
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----_—. 704
702
700
698
694
699
LEGENDAELFRIOVALONS
w MORE MADE
Fn ROME MAE
An GOWNERREM
Ls LANDAMAJO
my LOOP An
A main MAP
68
OF On OF MA
ly TOP On ALL
3,F pRxF WALL
MORE WALL
ONE UFF
ALAN USE
Er
32 Wit 275 rsierzn
SCALE_ to
ox u.
2b OF BAR
loo
�^ rc haesI blow 1.4-635
Call before you dig.
�I,r RE
3t+00
AA �-
:a E W a aLA
� M25+6 7gGL, V6HuM) KJW �96W
CCL,o�+,z� �,eET)FORE) [AFTER! DRNEE
HIGHLAND KNOLLS DRIVE & BEDFORD GREEN DRIVE
O
RIO
710
70
+00
26+00
29+00
— I08
7W
----_—. 704
702
700
698
694
699
LEGENDAELFRIOVALONS
w MORE MADE
Fn ROME MAE
An GOWNERREM
Ls LANDAMAJO
my LOOP An
A main MAP
68
OF On OF MA
ly TOP On ALL
3,F pRxF WALL
MORE WALL
ONE UFF
ALAN USE
Er
32 Wit 275 rsierzn
SCALE_ to
ox u.
2b OF BAR
loo
�^ rc haesI blow 1.4-635
Call before you dig.
�I,r RE
3t+00
AA �-
:a E W a aLA
� M25+6 7gGL, V6HuM) KJW �96W
CCL,o�+,z� �,eET)FORE) [AFTER! DRNEE
HIGHLAND KNOLLS DRIVE & BEDFORD GREEN DRIVE
O
RIO
710
70
708
—
—SS
7% ----.
- - 704
]Od --
702
700
70
698
98 -..�
696
96 —
_._
694
694 _ u
692
692
690
688
88 L —
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---41
Ji 604
534
682
680
6]8
678
67674
: -
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29+60 30+W
¢+
2
L
W+0030+250
— I08
7W
----_—. 704
702
700
698
694
699
LEGENDAELFRIOVALONS
w MORE MADE
Fn ROME MAE
An GOWNERREM
Ls LANDAMAJO
my LOOP An
A main MAP
68
OF On OF MA
ly TOP On ALL
3,F pRxF WALL
MORE WALL
ONE UFF
ALAN USE
Er
32 Wit 275 rsierzn
SCALE_ to
ox u.
2b OF BAR
loo
�^ rc haesI blow 1.4-635
Call before you dig.
�I,r RE
3t+00
AA �-
:a E W a aLA
� M25+6 7gGL, V6HuM) KJW �96W
CCL,o�+,z� �,eET)FORE) [AFTER! DRNEE
HIGHLAND KNOLLS DRIVE & BEDFORD GREEN DRIVE
O