HomeMy WebLinkAbout1.4-7261GENERAL STRUCTURAL NOTES
GENERAL
A All WON All be performed in accol WIN
applicable Becton, I trc CalifomiC ANNOY code
Curriont Edition
FOUNDATIONS
A Ther I 11w9i soil bearing Pines, PAY to the Sol a
A Mi
1 go morrong Defamsea BACK A615 Grade 60
* Porten Portland EVIL 'It. Open 11 RATIO C-160
* Anxi ACTED C-33
* Wl PENN add Drinkable
* CurloOk, Mix Design For Footings ,d WALL Gocoting
1 Game 25CO PSI 0 CA Heys
4 4 m?mo a. _uresOnly oo °'o".•
e by 1eo EnH
MASONRY
-
* Materials
* PAY GO Cloy Nobel Face Air OF Sl ARE AREA 0-2 6
* Rainforong i ADDS A615 Grade BIG
deformed
* Admixtures ASIA a, approved by the NIPPON
* Mortar,
0 25 days
1 Strength TODD PSI 0 7 day, end 2500 PSI 0 28
DISK
2 Corpret, Knox masonry mid shot Us di
_ `
setting- operator
or N NOT ou se of block will be a eNed
NOTE
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
WALL
CONSTRUCTION PLANS
FOR
I EGGS TO THE START AM ANY PHASE OF QD"S�UCL04
THE CITY NSTA.ICTON SHAPE BE cDEP DEPARTMENTHARANDOUNCECITY DOUBT INSPECTION DEPARTMENT 326-3nagPARKS DEEPARTAB CRT 326-3117GENERAL NOTES
THE PARKE DEP
GMIY MAPNO SEAL r
COSPER STANDARD GREY
PATTERN RUNNING BOND
CAPE C MCI CAN
2 ALL STATIONING DATA WAR CALCULATED AT PROPERHYPHOW LINE 71 RETAINING ANDLE ON I GRADE OALLS
3, WRIT OF WALL SHALL BE 6-0- MIN MEASURED FROM ORBOUNIX AT SHOULD HE DRAINED SUCH FREE DRAINING GRAVEL
HIGHEST AGE CF Whi THE GRAVEL ZONE ITSELF HAVE A MINIMUM
* CONTRACTOR SCALE BE RESPONSIBLE FOR CLEARING A GRADING WIDTH AN TO INCHES AIDE
THE AREA ALONG HE WALL ENE.
* CYNTRACTSUR SHALL OBTAIN AND PROPEDE ALL PERMITS R'BUIRAO 24, SOIL HURT MAX? PER OF ROTOR TO BE SEALED ONG
AT Q A 8, SUILDING DEPARTMENT ANDEFOR PUBLIC WORKS DEPT PANELS PRESSURE �- HOT IT BAR TOO Al NOT
* ALL SUN HEREIN REQUIRED SHALL BE PROPACED INITAU Y By RAN LEON R RETURNING ME NOTE 3
DEVELOPER. ON A ONE TIME ONLY BASIS A_ OFFERS WILL BE 25 Me PUBLIC �KS EXCEEDS ME BE WAS FAR LEE
CHARGED OJT ON AN HONG Y BASIS ABU IN THE UNDEDICATED ROADNATE IN File
* BEARING EVIL SHALL HE COMPAOTED TO 90% OF MIXIMLM CRY PROI FEET A SUR0145ION PERNMET HAS LATIN
12 INCHES BELOW BOTTOM Ch COHEN
* WATER PROOF SURFACE ABLE 1/4' T41CK ASPHAL11C WATER
PROOF COAPRO OR APPROVED EQUAL AS PER CITY BUD NO t -8
GOAL ONLY THAT PORTION BELOW I Or PAD GRADE DOWN 0 FELOCTINO
ALL CLIFF SURFACES ABOVE THE FOOTING Onal, OF SEALED ABLE
A CLEAR WATER SEAL SUCH AS AUAI OR AREL EQUAL
* EXPANSION ANIC SHALL BE CONSTRUCTED HE EACH PILASTER
,DINTS Or ED IN SALLS WILLETT PILASTERS
10 BL�KS AND BRICKS SHALL BE SET ON AMONG TRUE. PLUMB
AND STRAIGHT CURVES SHALL BE LAD MIT ON NO CREAFTER
HORIZOI MORTAR BOURSES ON BLOCK SHALL OF
FA 11/8' ALL CONSENSUS STEEL EACH BE NED FIRM Y IN
IN PLACE PRIOR TO PLACEMENT OF BLOCK OPEN EMU BLOCK
CUT HE AN LUCCED N OFLOUTED SELLS ONLY NO BROKEN BLOCK
POLL BE ALLOWED Am CONSTRUCTION OF N�-MODU-IR PIECES
SHALL BE DOES WITH SAGECUUTS
11 BLOCKS SHALL BE INFORM 10 TEXTJRE AND Cl
12 CONTRACTOR SHALL AERLY LOCATION OF ACTION PROOR TO
COMMENCEMENT OF WORK ANY MOUTH ENGINEER IF DONFLICT
NALTY1 FLORIDA EXIST CONTRACTOR SHALL BE RESPDNSBLB FOR
Rl TO DAMAGED UHLYTHES CAUSES By HIS FORCES, BUT
NOT FACTS TO RELOCATE IN 'HE EVENT AN PROPER XUTELGA-
FOR AHEAD OF THE CONSTRUCTION
13 ALL PROPER SAFETY PRECAUTIONS IMULAUDING BEARING AND
BRACING OF WALL STAND BE PROVIDED By THE CONTRACTOR
ESPECIALLY IN THE EVENT FINAT FULL HEIGHT DRILLING METHOD
IS USED
14 PRIOR TO INSTALLATION OF ANY SIGNAGE SUBDIVIDER SHALL SUDMIT TOO
FOR REVIEW ADD APPROVAL PURSUANT TO BMC BECTON 17 GO 110 IN) AGE
COPY OF THE SIGN PGAN SHALL ALSO BE SUBMITERFU TV THE PARIS DIVISION
FOR REVIEW AND APPROVAL ARM PLANS SHALL INCLUDE COPY. DIMENSIONS
COLOR, MATERIALS. FILLING ANCHORAGE AND LOCATION OF SIGNA)
APPROVAL CF THEME WALL PLANS By THE PUBLA WORKS DIRECTOR DOES
NET INCLUDE APPROVAL Cis ANY ITAGAGE
15 FOOTINCES CIALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS By MORE
HAN 2 ANY MORSOMAK NECESSARY TO MAINTAIN FLUX FOOTING MACY
SHALL EXTEND BELOW CUP EXEMPT TOP OF GRADE AT WEAST 16C AS EYE
ERP111 OF THE FOOTING. WHICHIVER IS LESS
6 AN OPEN STREET PERMIT SHALL BE 057AINED FROM EYE CITY Or
BAKERSFIELD PUBLIC WORKS DEPT FISH ANY WORK PERFORMED WORD
EXISTING ACCUP ED STREET RIGHT OF -WAY Ll SECURED By A
SUBDIVISION AGREEMENT A DEPOSIT BASED UPON AN APPROVED ENGINEERS
ESTIMAID SHALL AS POSTED GARY TO ISSUANCE OF THE PERMIT
17 ANY WORK CONNECTING TO EXISTING SANTA FACILHES FROM CREATE PROPERmy
WILL REQUIRE AN ENGINEER C ESTIMATE FOR EYE WORD IN THE FORCES PUBLIC
RIGI 70 EUTABLUSH GTE NECESSARY DONALD
18 ALL PROPOSED WALL F SHOWN HEREIN ARE PRIVATE WALLS AND ARE
TO BE PRIVATELY MAINTAINED
19 UNDERGROUND HARPER ALART SHALL BE CONTACTED THESE (2) WORKING DAYS
PRIOR -0 THE START OF CONSMUCT� (of')
20 COMPACTION TESTS -S SHALL ED C IE REASONS CITY OF THE DEVELDPER/CONTRACTOR
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE OLENJUM NED BY THE
CITY ENGINEER
21 AJN� ITEMS IN THE NEEDS RIMI THAT ARE DAMAGED CAL ED MOT MEET CURRENT
STANDI SET By PUBLIC WORKS BILL REQUIRE REPAIRING AND/OF? PERFORMING AS RED
ENGINEER
22 MAXIMUM SLUOLE RATIO FROM THE BACK OF ILI;WALK CAN FACE OF WALL ON STAUSTURE
CIA L BE 4 1 EXCEPT FOR CPO PEET BEHIND THE SIDEWALK WHERE THE MAXJMJM SLOPE
SHALL OF Ann ALTERMWL THE SUCH ENGINEER MAY APFRGVEF CURBING BEHIND EYE
SIDEWALK AN THESE METHOD TO PREVENI FIRS1,9101 ONTO THE ADEWALE
LIST OF MATERIALSD
SHEET TITLEWALL CONSTRUCTION PLANS
TRACT 7261
AND SLASH CRITERIA ADD INCLUDE ALL IMPROVEMENT ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE ORCHARDS by KIM DO
UNDER My DIRECTION AND 10 Tre Ol OF My KNODLEDICE AMD
BELIEF COMPLY NIT" CITY OF BAKEREFIFLn ORDINANCES, STANUAHPI
^
OF THE ADVISORY AGENCY OR OFFER REVIEW BOARD
I AM RESPONSIBLE FOR ALI CALCULATIONS AND DRAWINGS AMR
THESE PLANS AND ANY ERPOR5, OMISSIONS, OF VIOULDI OF
CHOSE ORDINANCES, STHAH�D�Adi AND D RICK CRITERA SHALL PUR
Oyu, THE CITY ENGINEER
ON A
BE eE
Ft
D D RCE TTE2 A DATE
ExE. 5-30-13
\ffiAREA
ON j
COPY
ALPHORED UK n NO PAS END 12-A-18
RPAT
riw- _ED -OR
LEGEND REVIEWED) BY ASSnAxT PURID WORKS DIRECTOR DATE
LOCATIONS
UPON
CANTHRUNE
OSHA WAS Rn s _-�. n>�le
AREA AREA RENEWED BY
BENCHMAgKTRAFFIC ENGINEER DATE
LAD ONE
SOL SUCH
ON IT ANN
WALL RECTROF HENTERILLI OF BLUNJI MEDIA AND
�D set PRESENCE BUDGET
FROMxAE �' cnwIPAR
scnw USE- P TRACT
A NO NED NODDED A—D,
BASIS OF BEARINGS:
THE BEsLONG AT A 81 GAP E SHOWN LAD FLUX
Ni LINE OF THE NAVPUIEGUT OJEAFTER OFF 0
SECTOR 29 T 30 S R, 27 A ON A CS FLUSE MAP
NO 7-1 BANK 6. PACE 26 WAS USED AS THE BASS
OF BEARINDS SUSAN DECREASE ep Me
OWNER 3 SUBDIVIDER:BY P
CONT -
PANAMA LANE PR�ER1,FS YET
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