HomeMy WebLinkAbout6.9-247GRADING PLAN
OMNI FAMILY HEALTH, INC.
1701 STINE ROAD - 18,776 S.F. MEDICAL OFFICE BUILDING
CITY OF BAKERSFIELD, STATE OF CALIFORNIA
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SPR# 17-0188 r.d�
MING AVENUE
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GENERAL GRADING NOTESA a GRADING SHALL AM FORM AM APPENDIX I OF 2015 CALROPENTA:
WALTER TZOV16
ACHUMID A CONFLICT OCCUR BETWEEN THE FOLLOWING MOMS AND
THE ONES REPEOPET, THE BYTE CONTRACT REQUIREMENT SHALL MANAL)
2 ALI CUT SLOPES SHALL BE NO MUSLIM TWO (W TOO 1 �lZM7AL TO
(1) ONE VERTICAL
3 ALL FILL SLOPES SHALL BE NO SWEDEN THAN OF TWO HORIZONTAL TO
(1) VENTINUALL
4 PHIL VEGETABLE MATTER OF BE REMOVED FROM ME SURFACE UPON
WHICH ME FILL IS TO BE PLACED. SUE MURANO SUALL PATTERN TO A
DRIVEN DEPTH OF 2 TO 4 INCHES OR UNTIL ME ORGANICS IN EXCESS OF
A PERCENT BY VOLUME ME REMOVED SURFACESERTMENREPLOWED
ORSTARRICED TO DEPTH OFATL� TWELVE INCHES (12 LAND UNTIL
THE SURFACE IS HEAR FROM RUTS HUMMOCKSCROTHEROUNEVEN
FEATURES WHICH WOULD TEND TO PREVENT LONGER! COMPACTION&Y
ME EQUIPMENT TO BE USED
5 PLUNDEROUS MATERIALS FOR FILL SAVALCUNSISTOF MATERIALS
SELECTED NYTHE SOILS ENGINEER FROM SOURCES IDENTIFIED IN
LABORATORY REFORM MICH ERNEST, SHAVE PREVIOUSLY BEEN
ACCEPTED BY THE DEPARTMENT THE MUSTRIALS USED SHALL BE FREE
FROM VEGETABLE MATTER BAR OFFER DELETERIOUS SUBSTANCES AND
SHALL N07 CONTAIN ROCKS GUY PUMPS HAVING A DIAMETER OF MOLE TOM
A WHERE ONLY ARE MADE ON HILAYSIDES OR SLOPES, ME MOORE OF THE
ORIGINAL GROUND UPON WHICH THE FILL IS 70 BE PLACED SHALL BE
PLEASED OR SCARFED DEEPLY CAR MERE THE SLOPE RATIO OF ME
BANK SUN I BE STEPPED OR BENCHED. GROUND SLOPES MUCH ARE
P AFTER TH AD V TO I SHALL BE BENCH ED WHEN CONSIDERED FEDERAL
BY THE EVIL ENGINEER
r AMOUNT OF COMPAQ I ION AT I ED EACH LAYER (HALF HAS BEEN FORCED,
MICRO AND SPREAD EVENty 11 NAL BE THOROUGH Ly COMPACIED TO
TYPICALLY CALL BE NINETY PERCENT BUTED AT MELVIN US FOR M DST
COHI N DINNXISPOLVE SO ON, HOWEVER IT WILL BE ESTABLISHED AS
APPROPRIATE FOR THE MATERVALSAND ENVIRONMENT DEFINED FILL
DEATH AND MIXING OF FILL LAYERS THE SELECTED FILL MATERIAL SHALL
CITY OF BAKERSFIELD
STANDA _ GRADING NOTES
LL Fla SUPPER MALL NOUT TOE OUT WITHI N TWELVE N 2) FEET
MADENTALTY OF THE TOO OF PAINTING ANDATIR PLANNED SLOPES
L FILL WERE TO BE CLEARED UP ALL VEREVIATION AND OTHER
PORTABLE MATERIAL FOR A AM GELLER FILL AND ME AREA
EYED AND BENCHED 70 ED MORT Fla
UP MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEPEWING SIX (6)
NICHAS IN COMPACTED TIT SLOPES AND COMPACCED AT OPTIMUM
PICTURE CONTENT By AN ATTACKED METHOD
CURS PRIOR TO PH ACING OF ANY FILL MATERIAL
L FILL TO BE COMPAWFEW TO A MINIMUM OF NINETY RE SCENE ARY)
MAXIMUM DENSITYPET DETERMINED AN UNIFORM BUILDING CODE
TANDARDS NO TO I AND G) CERTIFIED BY MAT AD D REPORTS FROM
OILS ENGINEER
UP COOPER IN RANGES OF THREE (3) FORT IN CENTRAL HEIGHT SHALL
E PREPARED AND COMBINED TO CONTROL AGAINST PROGGIN
DIVERTHER TERRAPINS CERGAILES) WTH THREE (3) FEET MINIMUM WIDTH
URFACE OFFUNTRANCE TO BE ONE PERCENT YEA MINIMUM, CAL AS
AWSON By THE BUILDING OFERCIAL
RATING WORD WILL BE SUPERVISED AS ENGINEERSED GRADING IN
ACCORDANCE GOTH APPENDIX J OF 2013 CALIFORNIA OTHERS DOLE
ROUND COVER INDIGENOUS TO THE AREA
ME OPERA! ENGINEER SHALL EXERCISE SUFFICIENT SUPLYFULTH
CONTROL DURING GREADINS ROD CONSTURRACTIM TO INSURE
C��MNCE APART THE PLANS, SPECIFICATIONFLAND CHILE AMID
IS PLURVIEW
MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL UP
AFFECT ME JOEL SLOPE STAFF BE 2% ALTERNATIVELY ME CITY
KROGER MAY BERNARD CLOSING BE41ND THE GENERALE OR OFFER ME�D
3
4
5
X IDS PIPE
11 MOISTURECONTENT THE FILL MUSTERIALSHALLIZEFFEEMPACTUAT
ME APPROPRIATE MOISTURE CONTENT SPECIFIED FOR LIFE SOILS BEING A MATERIALS F
USED FOR SEWERS IN NUMORATMAYANDUILES REPTURTSMICH GAVE
Ly
NUFFY OF ROTATING WD IN ORDER TO VIEW AND nxo
CITY OF BAKERSFIELD STORM GRAIN NOTES
�T�RK SPECIFICATIONS FILL L17S SHALL NOT EXCEED 17ANDATULF
TO PECTORAL M08ION ONTO THE BUFFALO
AACETHENCHAIN THASUBDITAIDERCHALL
1 UNLESS OTHERAII SHOWN ON THESE PLANS, THE STORM DRUMIN PIPE GRALL BE
WAGE MIXED DURING THE SPREADING TO INSURE UNIFORMLY OF
17 IF WE PROJECT 15 SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT
MATERIAL IN EACH LAYER COMPANIES LAYER THICKNESS NORMALLY
DISCHARGE ELIMINATION SYSTEM (ORDER, A NOTICE OF INTENT' KNOISTO COMPLY
WILL BE SIX INCHES ING WANSEVER F MAY BE SPECIFIED OTHERSEE OF
WILD ME TERMS OFTHE GENERALL APART TO DISCHARGE UPON WATER
GENERATOR COHERENT OF DEMONSTRATED CAPABILITY ME BE USED
ASSOCIATES BUT CONSTRUCTOR ACTIVITY CAMARA ORDER NO CAFTESOUL AS
AMENDED DEALERS OUTBID CARS AND ORDER 2012T�AD�) MUST A FORD
ME HAS BEEN CLEARED AND REGARD OR SCARIFIER 17 SHALL BE GREEN
BEGINNING OF ANYCONSERUCTION! ACTIALTY COMPLIANCE FORM ME GENERAL
OR SUFAIDED UNTIL 17 IS UNUDIUM AND FRED FROM LARGE CLODS, BROUGHT
PERMIT RGOURRIVE ELI STORM GrATER POSLUNPARS! PREVENTED PLAIN (AWARE)
TO THE PROPER MOISTURE CONTENT AND COMPACTED ILLEGALLY) TO
BE PREPAPPED COMINUOUGLY CARRIED OUT AND ALWAYS BE AVAILABLE FOR
NET LESS THAN NINETY III OF MAXIMUM DENESTY IN ACCORDANCE FARM
PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS WASTE DAMAGED
CURRENT MOM DENSITY LAST HE 0 INA (TWERVIC KOM EACH
IDENTIFICATION (ABDUL INUMBLER HAS BEEN ISSUED By ME
COVER 10 TV HAMMER 1A DROP FRO CA FT NEAR. OR TO SUCH OTHER
STATE WATER RJUSSURCES BOARD FOR THE PROTECT
BATTERED AND
RINGS SHALL BE CHECKED MH A GAUGE ALL ME WAY AROUND ME PI PE
Nsaxo nccEnnaze♦a,H
CSITYOFB KERSOSE
y
8INSTF�I LE NFRMOw
10, ROCK WHEN Fla MATERIAL INCLUDES ROCK THEMMMUMMAK
BAKERSFIELD SUBDIVISION DESIGN �UAL AND ERECOMMENDATIONSTICFTHCI
SIZE ACCEPTABLE WALL BE SIX DO NO LARGE PLACES SHALL BE
THE MANUFACTUR
ALLOWED TO NEXT AND ALL NO IDS MUST BE CAREFU FLY FILLED WITH
LL
SMALL COULD ES 0 R EARTH PROPERLY COMPACTED NO LARGE ROCKS
2, ALL PIPE PENN FINFUNCE SHALL BE MARKED OR STAMPED WILD THE MADE BRAND
FACT AND SHOT FLEX 1 A UJAHANT OR AM A ENGAGED EQUAL
GRADE
1 MENCHINGSWALMEETWEREQUIRRAMUS OF CAL ORHAMENCHINKFORNALL
TMERANCES SHOULD BE
MATERIAL PREMPOSED FOR USE IN A FILL APPYROPRIATEMORTME
CONTENT IS DEFINED TYPICALLY ASOPTIMUMMOSTURECONTIME
HOWEVER FOR EXPANCLAVE SOILS IT MAY BE GREATER n I OPERALL
MOISTURE CONTENT AND OTHER MOCATURE CONTENTS MAY By
NECESSARY 70 PRO RUSS 71 IF REAPPLY RESULTS WITH 8 TERM CUTS
12 DENSINT(TUTS
SHALL BETAKEN 1N THE COMPACTED MATERMLL RUM ME DISTURBED
SURFACE WHE�TH�����IND�TE�AT�EDENal�OFMY�YER
OF FILL OR PORTION THEREOF IS BELOW THE REQUIRED DENSITY THE
PARTICULAR LAYER OR PORTION SHALL BE BECOME) UNTIL THE
REQUIRED DENSITY HAS BEEN AWARDED SUFFICIENTIDENSILYTEMPTS
ENGINEERS DESTRUCTION OF EACH FILL TURNS
13 GRADUNGWORKSHALLBE DONE INAMANNERTOPREVENTELUMM
DAMAGE TO PUBLIC OR PRIVATE PROPERTY OF OTHERS BY FLOODING
EROSION DEPARATION, DESSE OR MY OTHER DAMAGE RESULTING FROM
ME GRADING WORD
14�E�T�CTORS�OB7�N�LREQUIR�DP5RMI�FM
UFFORINGIVATERIAL
IF ME SOILS SHALL DELINEATE LEE LOCATION AND FORMS FOR
PAPER EXAGAVATIBIN
16 AN OPEN RUPERT PERMIT SHOT ED OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS ESTATES ENT FOR MY WORD PERFORMED
A FUJI AGREMENT SECURITY ARMED OR AN APPROVED
ENGINI IFECTUALPHE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY
AGO INSURANCE AS REQUIRED SHALL BE CROWDED PRIOR TO INSUANI
MAPERMIT
MANY LARGER
F679 TI GUY IR PIP
REPRODUCER
OUNITS USE ONLY ULACCEROMERIC GASKET JOINTS. ME AGEMBLY(OF ME JOINTS I
HALLIBE IN ACCORDANCE WITH THE MANUFACTURER A REVERAMENDEMONS
HERE PER PRE CONNECTS
REGULATION PIPE AND FOUNDER SHALL BE INFLUALLED IN ACCORDANCE WON I
ANG STELLIFICATURN FULL ONLY SHAVE FOR SHAVE 11 COEFFICIENT MATERIAL
HALL BE CONSIDERED SUITABLE
FORCURCIEDTHRE IDENTIFICATION TAPE DESIGNED MARK UNOCAL MUST I
BEEF IDENTEREATION
TAPE SHALL ALSO BE PLACED THEM SEARS TELERATE EXTENDING FROM ME
E LIVER MAI N TO THE RIGHT OF WAY LINE
URFACE WORKERS FUJI SEWER LATERALS SHALL BE INSTALLED AT THE
PENN CRY L IN E RE R C US BUD AS 1, UNLESS AMENDED NOTED ON THOSE
LANG
CY A FT FREE SHALL BE INJECTED MOLUDEET IN LINE TY ME ARE SHALL BE USED
OR ALL LATERAL CONNEACTIONA AND SHALL BE ESTATES A M RUDER OF OS' ADD
VOLUME M ED 4VABONE THE IT ORIZONTAL PEACE RUNNING THROUGH ME
ENTERLINE OF ME MOM ALL SEMER CLUBS SHALL BE CLOUD CUT! A
MOM US PLEAD PLAINS
ITT OF THE ANN LORD SPECIFICATIONS HATEAT EDITION REE GENERAL MEET
ANGELES FOR PIPES 15 AN D LARGER IN DIAMETER WALL BE LINED By A
E CLEACHOUTS SHALL BE CONSTRUCTED IN ACCORDANCE VAM CITY OF
NOMFIRLD STANDARD DRAW NG MR 2
ALL DISTRIBUTE SHALL BE CLASS 3 MR BIT ALL CONTAIN A MINIMUM OF IBM
AM OF AS CEMENT SHALL BE
ED OPE SHALL BE FORMED AND TESTED I N ANCTORDEVAGE WITH
R 1 3 OF THE USO N SIGN COVER MAN EVIL AND WIFE THE
ALUNDATIONS OF ME MANUFACTURER AD ACCEPTABLE TO TO E CITY Of
DOLE 2
POSTED WITH VIDEO END I RUPERT DESIGNED FOR THIS PURPOSE AND AN FRAMERE
OLD PUTTING SHALL BE A STRUNLEAS STEEL ON C PIECE UNIT WITION THE
G FOOTPRINT AND SHALL MMN79M A ONE FT. CLEARANCE MINIMUM
LWALLS. REFERSHALEFERMUNATER TRADERS FINISH RUDER ELEVATION
VVHE SHALL UP SIT CASH TO PACE A 200 PAI THAT DOCUMENTED BY CITY
RSFIRUDWATGRRASOUFMAC
ENGETEERED SOL OF PLAINS SHALL BE SUBMITTED TO CON OF
FIELD WATER RESOURCES WILD PRIOR FIRE DEPARTMENTAPPROVAL
INDICATED
RACEDULTHECIPPENRIFTEEN, TUBTELEASSI IN AM
Ly
NUFFY OF ROTATING WD IN ORDER TO VIEW AND nxo
CITY OF BAKERSFIELD STORM GRAIN NOTES
ARMED By ME CITY 9 CONSTRUCTION INSPECTOR, WHO WILL ALSO IN I AL
z
AACETHENCHAIN THASUBDITAIDERCHALL
1 UNLESS OTHERAII SHOWN ON THESE PLANS, THE STORM DRUMIN PIPE GRALL BE
MUTELY NOTIFY THE GUY HE My PIPE
THE FOLLOWING
PLANAR WILD THE SPECIFICATIONS ARECORDI CAURRI ME
�
REPLIED CH�MOFCU�ODY-FOWMDAWRI�EN�G(MICIIINCLUOUS
A. REINFORCED CONCRETE PIPE MINFORGUEDCAUNCREFIEVIPERHALLBECLAM8111
m
v!
O
R ACCEPTANCE OF THE NAMES, ME VIDEO (COMPETE. FORMS BUD LORD
8 JUL PER 81 ALL BE RUBBER GUALLEFEED Y! CONFORIALAND F WON ME PROUSIGNE
¢
CTION SEAT TO USE LURE SOLVERLUSE OR MANHOLE
Q CONCRETE NBC III BALL LEE LAID IN ACCORDANCE MH THE REQUI REAMENTS OF
SECTION ED OF M E STANDING SPECIFICATIONS
COINED HOPE AN ALL BE APTIALUMATEE Y a INCHES GREATER WAR THE
O
SIDE DIME I IFER OF I H A CONN ACTING LINE THE MR ED HOL F SHALL BE
D. I N AUDIT CUT TO THE MOVE REQUIREMENTS ME ROMER WASKETED JOINT
NEED TO CUT A HOLE WI I H MINIMUM D�GE TO THE REIN FORCING
RINGS SHALL BE CHECKED MH A GAUGE ALL ME WAY AROUND ME PI PE
a, FEE OR PLUSELIG LIN RE
AMEX n IS JOINT HAD BEEN ASSEMBLED TO DETERMINE THAT ME RING HAS
y
BEEN PROPERLY LOCATED AND USERS IMPROPERLY MARC JOINTS STALL BE
R TO THE INSTALLATION OF THE PRE ABOT ON ME COMMODITIES ME
PULLED APART AND FANSFACCORLY RURAL
WIS I INER AROUND THE FIRE AT THE CORED HOLE WALL BE CLEANED PER
0
LL
MEET ING ONE SHALL BE ARMED TO UP POR WANT WITH A ROOM
CITY OF BAKERSFIELD TRENCHING NOTES
FACT AND SHOT FLEX 1 A UJAHANT OR AM A ENGAGED EQUAL
1 MENCHINGSWALMEETWEREQUIRRAMUS OF CAL ORHAMENCHINKFORNALL
�SOMS�LLBE�DEREDSOUMLLFJTSNUGLYTnTHE�SIDE
ANDTHE CONTRACTOR SHALL COMPLY WIDE SLEEPING YANG OF THE LABOR GORE
UP OF THE CONNECTION
2, ANY TRENCH ING TO BE DAUGHTER WITHIN C In RIGUEOF WAY SHALL BE
CIN OF BAKERSFIELD WATER RESOURCES
STANDARD GENERAL NOTES
BAKERSFIELDRR�RCE$DEFAR�ENT CURRENT STANDARDS AND PROSECUTORS
REDEEM WATER SYSTEMS
NECTON TO ME CITY OF BAKENDIFIFELT WATER SYSTEM AND INSPUTHON OF
INSTALLATION SHALL NOT BE ACCUSED WITHOUT VERIFICATION OF
ENT 0 F ALL ARAB CAPPED WATER AVAILABILITY FEES AND
UNDERWRITER SEE FEES
FLU AND CONDUCTION OF TRENCHES RULE BE IN ACCORDANCE SHUT ME
OF BAKERSFIELD AD MG A 1 Al A 29 EXCEPT AS NOTED ON THE
A LIN C M ENCHFUS THAT I NOT BE SHARED ALM ANY OTHER FULLY, % TH
REQUIREMENT CLEARLY INDICATED ON M E MALAY AND UTILIFY PLANE FOR
CUSTOMARY
COMPENSATION SHALL VERITY By AFFECTING. THE EKACT LOCATION OF ME
N ECLON POINTS AND ALL OTHER MI LINER OR APPURTENANCES FLAT MAY
ENTIALLY INTERFERE WILD FORTALLAT ON ON WATER I PROMEMENTS5 POLAR
REDUCING ARE WORK
ERG BOUND MARKET AILUTWALL HE UNCHANGED AT LEAST TURN (2)
KING DAYS PRIOR TO CONSTRUCTION 14100227DROD
FORBAWATER SCHAVICE COMPARY, AN AGENT FOR INSPECTION TO ME ME
NOURREDATILLANT FORTNEIGHT(S) HOURS PRIOR
ALKI
IN ENE FEET MANY EXISTING OR REGARDED NATO SWEET LIGHTS OR
ORIZOMPRCLETUREANCE MOM ANYWANTER MAINLINE
MR NOTICE PROOR TO THE START OF ANY PHASE OF CONVOCATION, THE
OWSTRECTION IN Ol DIVINTION SHALL BE GIVEN AT LEAST A I HOUR
OR M IS SURGE MAY BE NOTIFIED AT (681) AM MA
ARMED TEST NOTE COMPACTION TESTS �LL BE THE RUCLONSABLITY
HE DEVELOPER I SUBDIVIDER ) CONTRACTOR MR NUMBER AND LOCATION
RUBBER TESTS SUPER BE DEFEND RED By M E OTY BOARD OCR
ITEM IN PUENIS RIGHTHOTADAY THAT ME DAMAGES UP NO NOT MEET
ENT STANDARDS SET BY PUBLIC WORKS VILL REQUIRE REPAIRING ANGLES
LYING AS PER CITY POOR BELL
POROUN A SERVICE AGENT ALL BE CONTACTED TWO E) WORMING DAYS
R TO CONSTRUCTION A TOM 12 MAI
OF WATER RESOURCES
FIRE WAITL
NOTES
WATER SERVICES SHALL MOOF TO N F A CHAPTER 13 STEEL FORTRAN S
SHALL BE INSPECTED BY CITY OF FOUNDER OLD WATER REAROURSEES
WRIGHT INCLUDING ALL PIPIN G ACCORD, CONNECTIONS FROM UP E CITY
EREVIONTOTHEMILDING INCLUDING THE RISER
MOLE POINTS WILL HAVE CONCRETE KICKERS AS BAR CLUFFMATIER
MEAN
ED GAS 150
MAI BE
TEACHER SHALL BE RESPONSIBLE FOR FORFEITURE AT TRENCHES IF
A OR PIPING BECOME DAMAGED DUE TO WATER BOTHERATION IT SHALL
WIFIFFACTION OF ME ENGINEER AFTER CONTRACTORS EXPENSE
G AND WATFRJEMNG SHALL NOT K USED FOR SCROLL COMPARMOV!
XEMINKA AND EMBANKMENT IS REQUIRED FORALL RUBBER SEWER PIPE
HE PIPE ZONE MACY I BUMIKIFILL 18 NOT REQUIRED IF PIKE DUANE
ION TABLE SHALL BE ME RESPORTIFFILIFY CAME DEVELOPER TI IF
AND LOCRUFFEN Of REQUIRED EXISTS SHALL BE DETERMINED By THE
BEER ME PONT OF REPORTING DUE TO FAILED TESTS MOLE LEE BACK
TIC THE CONTRACQUAR
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PARML AND SIT CAR
BY HE AS BOB OR 2 1 HE CI I HALF OR SHELF PREVENTA OUST NUISANCE FROM GWENAI I DRAW OR BI I L 01 WORK AN
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