HomeMy WebLinkAbout6.9-324 RevisionGREENLAWN
03OUTHWEST CEMETERY
2739 PANAMA LANE
BAKERSFIELD, CA 93313
MAINTENANCE BUILDING
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MOW CURB
BENCHMARK
NAIL AND 77N AT CENTER OF ROADWAY INTERSECRON ON THE
NORTHEAST CORNER OF GARDEN OF HOPE" AS SHOWN ON TRACT
NO. 4106
ELEVATION = 360.40' (CO.B. DATUM)
GRADING FLAN as shown on tmb tlrawing is hereby apPXed
actbany lndicatatl conecoons o�atltlifwns. Approval boval mlbY as
<s Depadment antl 6Nltllnn Department intlicales app
rsign critene used antl wmolmd., e m City peTMall e, Cotler antl
nances Enyin=a•'ni raasuhtlimtlewrtleveloparshallbe resdisd'afl
lccumcy of calcwanogs poi th.s plan antl shell sW�t acedtlietl'as-
led plan eoar completion of ape grading.
PROVED r3Y' w2a
Works
ul
LOCAL BENCHMARK
THE FINISHED FLOOR ELEVATION OF THE CHERRARON Of SET
CENTER BUILDING LOCATED NEAR WE NORnIEAST CORNER Of THE
GREENUWN SOUTHWEST PROPERTY AS SHOWN ON GRADING AND
DRAINAGE PLANS AS PREPARED BY PORTER & ASSOCIATES IN JUNE
OF 2011
ELLYARON = J61.17' (GOD. DATUM)
ADD JON TO DESIGN ELEVATIONS
BASIS OF BEARINGS
THE WEST LINE OF THE NORTHWEST $ OF SEC77ON 25 ALSO BEING
THE CENTERLINE OF WELL R040, T.JOS, R27E, M.D.M. PER PARCEL
MAP N0. 3509 FILED IN BOOK 17 AT PAGE 108 OF AMPS IN THE
OFTCE OF THE KERN COUNTY RECOROER HAYING A. BEARING OF
NOGU602 f AS SHOWN HEREON.
LEGAL DESCRIPTION
A PORTION OF PARCEL 1 OF PARCEL MAP NO J509 FILED JANUARY
17, 1977 IN BOOK 17 OF PARCEL MAPS AT PAGE 198 IN THE
OFFICE OF THE XERN COUNTY RECORDER
ADDRESS
2739 PANAMA LANE
T ALL UnUnL3 WERE LOGTED BY 7FRG SURVEY AND swwsm
NEEPoNG, TNG A55UMES NO RESPoNSY@NTY FOR UNDERGROUND
I IRKS OR FACILMES NOT SHOWN OR FOR INFUMTTON OBTAINED
- GRADING PUN
-
GRADING NOTES AND DETAILS
_ M/O
V
EA7STNG 57ORY DRAIN LRff
EA757ING FIRER OPAC Leff
EX1577NG WATER UNE
EVSRNG 5EWR UNE
EXISONG GAS LAVE
EXISDNG FENCEUNf
EXISDNG ELECTRIC UNE
ENSRNG OVERHEAD ELECTRIC UNE
EXSANG PROPERTY UNE
EXI57ING RICHT-CF-WAY
EXIS17NG CURB & CUTTER
DISTURBED SITE ACREAGE
091 ACRES
0 2 0 50
0
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SWANSON
ENGINEERING, INC.
2000 Oak Street. S.R. 150 ^- Bakersfield. CA 93301
p:(661) 831-4919: 6(661) 873-4777.
J08/- 16-055 RTS
6.9-324
CYTY RECORDS NO.:
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HABITAT NOTE:
ALL UNDEVELOPED LANDS THAT WILL BE GRUBBED,
ALTERED, DRIVE -OVER, OR USED TO DEVELOP THE
IMPROVEMENTS ON THIS GRADING, STREET IMPROVEMENT,
SITE UTILITY PLAN, OR OTHER CITY AUTHORIZATION TO
USE AND/OR DEVELOP THE PROPOSAL DEPICTED IN THIS
GRADING PLAN, BUILDING PLAN, PUBLIC WORKS
DEPARTMENT PLAN (OR OTHER AUTHORIZATIONS) IS
SHOWN WITHIN THE DEUNEATED DASH -DOT BOUNDARY
LINE. (NOTE REFER TO PAGES 3-5 OF THE AUGUST
2014 CALIFORNIA INCIDENTAL TAKE PERMIT (IIP) ISSUED
TO THE CITY OF BAKERSFIELD AND THE COUNTY OF
KERN)
UNDEVELOPED LANDS NOT SHOWN ON THIS GRADING
PLAN WILL NOT BE USED TO DEVELOP THE DEPICTED
PROJECT (NOTE REFER TO BAKERSFIELD MUNICIPAL
CODE SECTION 15.78.090 - VIOLATION/PENALTY).
SPECIES PROTEC77ON MEASURES DURING CONSTRUCTION•
1. OWL ENIRWMENT INSPECAONS THE DEVELOPER SAIL INSPECT ALL OPEN HOLES SUMPS AND REACHES WLMN THE aMOPMENT F007PRINT
AT THE BEGINNING, MIDDLE AND END OF EACH MY FOR TRAPPED COVERED SPECIES ALL TRENCHES HOLE$ SUMPS, AND OTHER 130VAT706 W1771
SVEWALLS STEEPER DAN A 1:1 (45 DEGREE) SLOPE AND THAT ARE 8E7WEEN TWO AND EIGHT FEET DEEP SHALL BE COVERED WHEN WORKERS OR
EQUIPMENT ARE NOT ACTMTY WORKING M THE fXGVA7KN; WHKH INCLUDES CESS477CW OF WORT( OVERNIGHT, OR SHALL /LAVE AN fSGWE RAMP OF
LARRY OR A NON -SUP AMAERAL ARH A LESS T14N 1:1(45 DEGREE SLOPE).
ALL TRENCHES HOLES AND OTHER EXCAVATIONS WTRI SIDEWWLS STEEPER 7TW A 1:1 (45 DEGREE) SLOPE AND GREATER TH01 MT fZFT DEEP SHALL
BE COVERED WHEN WORKERS OR EONIPMENT ARE NOT ACTNEZY WORKMG IN THE EYCAVARON AND AT THE ENO OF EACH WORK DAY. TRENCHES, HOLES
SUMPS OR OTHER D0VARONS QMT ARE COVERED LONG TERM SPALL BE MSPfC7E0 AT THE BEGINNING OF EACH MOWAV D4Y TO ENSURE
M4OVERTENT ENDUPMENT HAS NOT OCCURRED. lF ANY WORKER DISCOVERS TH4T COVERED SPECT 4 CII ] TIE DEIEZOPER AND 77/£IR
WORKERS SHRLL CEASE ALL COVERED ACDWDES 1N 771E W=TYAND NO77FY THE CITY IMMEDIATE (MAR77N ORRZ.' 661 326- 7U6f, 7K1M SHALL IN
TURN AU77FY COFW IMMED147ELY.
THE DEVELOPER 5/1411 ALLOW DHE COVERED SPECIES 70 ESCAPE UNIMPEDED lF POSSIBLE BEFORE CONSTRUCTIONIGR401AC ACTMMES ARE ALLOWED TO
CONTINUE, OR, AURMT&RX A OIN.0E0 W7LMIFE BKDLOGST SIML CAPTURE AND RELOCATE THE AMM44 IN ACCOROtWE WW1/ CBFW DIRECTION
RECARONG THE FINAL DISPOSITION OF THE AN/W. THE DEVELOPER FOR WHICH THE BIOLOGICAL CCFARANCE SURVEY WAS COMOLOTED 914LL BEAR THE
COSTS OF THE COVERED SPECIES SALVAGE
2. AMMMS INSPECTION: THE aTECOPER SIfALL THOR000HCY MSPECT FOR COVERED SPECIES IN ALL COUTRUCRON PIPE CULVERDS OR SIMILAR
STRUCTURES WHIN A DIAMETER OF 7.6 CENAMETFRS (THREE IDHESJ OR MIER DAT ARE STORED FOR ONE OR MORE OVERNAW PERMS BETWE
THE STRUCTURE IS SUBSEOUENRY MOVED BURIED, OR CAPPED. 1F DURING INSPECTION ONE OF THESE ANIMALS IS DISCOVERED INSIDE THE STRUCTURE
WORKERS SIWL N077FY THE CRY (M4R77N OR77Z, 661 326-3786) AND ALLOW THE COVERED SPECIES 70 S4FELY ESCAPE 7X147 SECTION OF THE
57RlKW BEFORE MOWNG AND URUZING THE 57RUC7URE.
J EQUIPMENT INSPECTION. THE DEVELOPER STALL ASPECT FOR COVERED SPECIES UNDER VEHICLES AND EQUIPMENT BEFORE THE VEHM,LES AND
EQUIPMENT ARE MOVED. IF A COVERED SPECIES IS PRESENT, THE MORKER SRW WATT THE COVERED SPECIES TO AUVF UNIMPEDED 70 A SAFE
N
COGRON At DEANATH7 Y, 7HE DEVELOPER SPALL CONTACT A OUAURED W/IDUFE 8/0109ST TO DETERMINE 1F THEY CAN SAPEZY MOVE THE COVERED
SPECIES OUT OF HARMS WAY IN COMPLIANCE WIN THIS INCIDLWAL TAKE PERMIT.
4. SAN "WIN KR FOX DETECTION ON CONSIRUCTNNI SITE.. NORf7CARON 70 771E CITY AND CDFW IS REQUIRED WRHIN 24 /UURS IN THE EVFNT
T84T A SAN "QU/N KIT TOX /5 OBSERVED DENNING OR U7RlZ#VG 57RUCTURES OR A14TERMS W17HIIV AN ACTNF CONSIRUCTNN FOO7PRWT. IN
ADDITION; A MIN/MUM 100 FOOT NO D157URSWCE BUFFER FROM INE AREA 8t7AG USED BY SAN JUIOUIN KR FOX AS A DENNING SITE STALL b'E
IMPLEMENTED. LX'C4VARON MEASURES CAN BE IMPLEMENTED BY A OUW/RED W9LOUFE BIOLOGIST fUNOED BY 7HE DEVELOPER.
5. COVERED SPECIES AWRY.lF A COVERED SPECIES /5 INJURED AS A RESULT OF PROJECT RELATED ACTMFIES A OLALIRfD MTLOLIFE BaOCLST
SHALL IMMEDL47ELY TAKE R 70 A COFW APPROVED *XLETE REH469RARON OR WTERIARY FACILITY 7MT ROUIDNEZY EYALLATES AND 7RE47S 771E
INURED COVERED SPEC/ES FACIURES IN THE 24KfR5RETD AREA INCLUDE.'
CALIFORNIA CMNG MUSEUM (CALM)
10500 ACfRLD HARRELL HWY,, SWERSF7E70, CA 9J706
(661) 872-2256
777E DEVELOPER SPALL BEAR ANY COSTS ASSOCM70 Wl771 77E CARE OR TREATMENT OF SUCH INJURED COVERED SPECIES 771E DFIELOPER SHALL
N(077FY THE CRY (NARAN ORT77, 661 326-3786) AS SOON AS POSSIBLE AND THE N077RCARON SHALL INCLUDE THE LHIE 77AFE LOCATION, AND
CIRCUMSTANCES OF IRE INCIDENT AND 7HE TAME OF THE FACIUIY WHERE THE ANIMAL WAS TAKEN
6. COVERED SPECIES INCLUDE TLE FOLLOWING:
1) 77PTCN KANGAROO k1T
2) SAN "CLAN ANTELOPE SOUMREZ
3) SAN 44OUIN KIT FOX
4) BAKERSFIELD CA07US
SCALE: I"= 20'
20 10 0 20
40 6.9-324
CITY RECORDS NO:
CONCRETE WALK
WERE' OCCURS
ENSH GRALE
1 / 1 6" CONCRETE CURB
SOFF-CUT SAW GAIT 1/8"W X 7/3' DEEP. SAW%NG
SHALL BE COMPLETED NO LATER THAN 2 HOURS AFTER
FINAL FINISH AT EACH CONTROL JOINT IOCA PON, BUT
SOONER THAN 2 HOURS lF THE WEIGHT OF THE
SCFF-CUT SAW AND THE OPERATOR CAN CUT THE
RENAL FINISH. FILL JONTS WTH AN ELASTC ADHESIVE
SEALING COMPOUND AFTER SLAB IS CURED.
FOAM BACKER ROD
6 / I SAW JOINT
A / I SECTION - SUMP
CONCRETE WALK
WHERE COCURS iV
`R=7
5T (1'DEPRESSION) MAX
GUTTER CROSS SLOPE AT
A CURB RAMP.
A.C. PAYEMERT
SQL 2 AGO BASE
NOTE
CLASS '7' COVCREIE (5 1/1 SACK)
EXPAN9W JONTS EA 30'
NEAKENED PLANE JTS EA. 15'
POUR ON COMPACTED S'UBGRADE
2 / 16" CURB AND GUTTER WITH 1-112" DEPRESSION
A.0 PA WHO
AGGREGA IF BASE
% / I REDWOOD HEADER
2' X 6" CON COMMON GRADE REDWOOD
2" X 2" X 12" REDWOOD STAKE
AT 48" GC, AND AT JONTS
3 ,--14'V-GUTTER
COVER, SEE PLAN NEW
6" CLASS U' -
CONCRETE
CLEANOUT PLUG - BRASS
FERRULE AND PLUG
SOL OR
WAS 7E LINE
8 / I CLEANOUT TO GRADE
GRADING NOTES
A.C. PAVEMENT
R=1/2" -- -
I. ALL CRAZING SHALL CONFORM TO THE CITY OF BAKERS7ELD 60WAMCES AND STANDARDS
¢ z
9'
=�
�
C. 1 AGQ BASE
REPORT SHALL BE PREPARED BY THE SOL ENGIDU.
NOTE
MGNEEW GRADING /N ACCORDANCE NN CITY W BAKERSITUD ORDINANCES
CLASS 3' CONCRETE (5 //2 SACK)
WDINANaS CONTRACTOR SHALL BEAR FULL RESPOV%BIL/TY FOR TRENCH SNORING DESIGN AND
EXPANSION JONTS EA 30'
15. THE SOL ENGINEER SHALL REVIEW ALL EXCAVABCWS PRIOR TO BAGYFN/NG AND 94ACC BE
WAKENED PLANE JTS EA. 15'
2 THE 0£A6N ENGINEER SHALL EAERGSF SUFFICIENT SUPERVISORY COMM DURING ORAD/NG AND
POUR ON COMPACTED 508GRAGE
1 / 1 6" CONCRETE CURB
SOFF-CUT SAW GAIT 1/8"W X 7/3' DEEP. SAW%NG
SHALL BE COMPLETED NO LATER THAN 2 HOURS AFTER
FINAL FINISH AT EACH CONTROL JOINT IOCA PON, BUT
SOONER THAN 2 HOURS lF THE WEIGHT OF THE
SCFF-CUT SAW AND THE OPERATOR CAN CUT THE
RENAL FINISH. FILL JONTS WTH AN ELASTC ADHESIVE
SEALING COMPOUND AFTER SLAB IS CURED.
FOAM BACKER ROD
6 / I SAW JOINT
A / I SECTION - SUMP
CONCRETE WALK
WHERE COCURS iV
`R=7
5T (1'DEPRESSION) MAX
GUTTER CROSS SLOPE AT
A CURB RAMP.
A.C. PAYEMERT
SQL 2 AGO BASE
NOTE
CLASS '7' COVCREIE (5 1/1 SACK)
EXPAN9W JONTS EA 30'
NEAKENED PLANE JTS EA. 15'
POUR ON COMPACTED S'UBGRADE
2 / 16" CURB AND GUTTER WITH 1-112" DEPRESSION
A.0 PA WHO
AGGREGA IF BASE
% / I REDWOOD HEADER
2' X 6" CON COMMON GRADE REDWOOD
2" X 2" X 12" REDWOOD STAKE
AT 48" GC, AND AT JONTS
3 ,--14'V-GUTTER
COVER, SEE PLAN NEW
6" CLASS U' -
CONCRETE
CLEANOUT PLUG - BRASS
FERRULE AND PLUG
SOL OR
WAS 7E LINE
8 / I CLEANOUT TO GRADE
GRADING NOTES
____ _________F
S
3
I. ALL CRAZING SHALL CONFORM TO THE CITY OF BAKERS7ELD 60WAMCES AND STANDARDS
14. UPON COMPLETION OU GRADING AND BEFORE THE START W CONSIRUCTION, A FINAL SOLS
26. ALL TRENCHES AND EXCAVATIONS SHALL BE CONSTRUCTED IN STRICT CQMHUANCE WIN THE
PERTAIN/NG THERETO (CALIFORNIA BUILDING CODE 2016, APPENDIX J) AND SNAIL BE SUPERMSEO AS
REPORT SHALL BE PREPARED BY THE SOL ENGIDU.
APPLICABLE CALIFORNIA AND FEDERAL OSHA. REWIRL10E175 AND 07NER APPLICABLE SAFETY
MGNEEW GRADING /N ACCORDANCE NN CITY W BAKERSITUD ORDINANCES
WDINANaS CONTRACTOR SHALL BEAR FULL RESPOV%BIL/TY FOR TRENCH SNORING DESIGN AND
x
15. THE SOL ENGINEER SHALL REVIEW ALL EXCAVABCWS PRIOR TO BAGYFN/NG AND 94ACC BE
NSTALLAPON. CONTRACTORS SHALL OBTAIN APPLICABLE OSHA. PERW75 WHEN WRKMEN MUST
2 THE 0£A6N ENGINEER SHALL EAERGSF SUFFICIENT SUPERVISORY COMM DURING ORAD/NG AND
NOTBN OF ANY ITEM 000UN7ERED DURING 7FF GRADING OPERA ROWS THAT M16HT AFFECT
BITER 7RfNCI ES GREA IFR THAN FIVE BEET.
CWSIRUC)ION TO /NYRE COMPLIANCE NTH THE PLANS SPECIFICATRJNS AND COD£ WITHIN HIS
FOUNDA RON STABILITY SO THAT RfCOAIMENDA BONS CAN BE MADE BY THE SOL ENONEER.
PURVIEW.
17 MA ANDY ROPE RADE FROM BACK FACE WALL OR SHALL BE
SOEW4EWALK[W
/6. COT AND BLL RGHES NEARER THAN BYE FEET FROM TIF 8U/(DING FWNOA LAWS SHALL 1107 Bf
FF SHALL
SZ R MA
4: /, EXCEPT FOR 7110 FEET BBH/ND THE SIDEWALK WERE THE MAXIMUM %GY'f SHALL BE 2%
3 THE SW fN AU -9 DE99V ENGINEER, ANO BUILDING OT7CAL SHALL 6L NOTIFIED 46 HOURS
STEEPER MAN 51. CUT AND BIL ROPES .SHALL NOT BE STEEPER THAN 21 FOR SLOPES FARTHER
AL ID NARVEL Y, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SDEWALK OR 07HER METHOD
PR/OR TO PLACING ANY MA7ERAC.
THAN FIVE FEET FROM FODDNO CINES
TO PREVENT EROSION GAUD THE SIDEWALK
4. OM7RACTOR AGREES 7NAT HE SHALLAS5UME SONE AND COWPCETE RESPoNSIOUTY FW JOU 97E
17. AU LOPES GREATER THAN THREE FEET N VERTICAL HBGHT SHALL BE PREPARED AND
28 AN GY'EN STREET PERMIT -WALL BE OBTAINED FRAM RTE CITY O" BAKERSF7fL0 PUBLIC NORK5
CWOBOYS OUMNG THE COURSE W CONSTRUCTION W THIS PRO£CT UNCLUDNG SAFETY OF ALL
MAINTAINED TO PREVENT ERO96N
DEPARTMENT FOR ANY NOK PERFORMED WTIIN ENS77NG ACCEPTED 57RfET RIGHT OF WAY. UNLESS
PERSONS AND PROPERTY THAT THIS REOUNFIENT %AU APAP COWNWO SLY AND NOT BE LIM17E0
2
W
SYL'URED BY A SUBOMSDY AGREEMENTROUM7Y BA520 ON AN APRPOV£D ENGF/E£R$ ESTIMATE
TO NORMAL MCRKNG NWRS' AND THAT THE CONTRACTOR SHALL WEEN, NV&WFY, AND HOLO TIE
T8 IMPORTED BCL MATERIAL 94OKD CW9ST OF ESSENRAUY GRANULAR, SL JY SANDS NOH COW
FOR THE NWK PERFORMED WINN THE RIGHT ON WAY AND INSURANCE AS REOUIRED SHALL BE
ONVER, AROWTICT, AND THE ENGINEER HARMLESS BROW ANY LIABILITY, REAL OR ALLEGED, IN
EXPAN-ON P07EN77AL AND FREE OF GRASSES; NEEDS R095 LARGER THAN IND INCHES IN
FRONDED PRIOR 70 ISSUANCE OF A PERMIT.
CONNECTION W7H INE PERFORMANCE OF RORK ON THIS PROECT, EXaPBNC FOR LIAML17Y ARISING
DIAMETER, DEBRIS AND SOLUBLE SUFA IES Al EXCESS OF 200 PARIS PER MILLION IMPORTED FILL
PROW T#" SOLE NfGKYiNCE OF THE OVER, ARCHITECT, W THE ENGINEER.
SHOULD CONTAIN SUFFIGENT SILT AAD GAY BNDER TO RENOIR THEM STABLE /N F007ING NENC ES
29. IF THE FROFCT l5 SUDFCT TO THE PROVISIONS OF THE NA7KAVAC POLLUTANT DISCHARGE
AND CAPABLE GH MAINTAINING .S9EGFED ELEVA TOM TZ&ANCES INURING PAWNG OPERA BONS
BUMNIA RON SYSTEM A#T--SJ A NOTICE BE INTENT- (NO) 70 CWPLY NTH THE TERMS OF THE
5 THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES W771 UND9YOROUND ROUTES PBW
GENERAL PERMIT 70 DISCHARGE STORM WATER ASSOCIATED NTH CONSIRUCROW AC77WTY (NO ORDER
70 BEONN/NG CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH GH ALL UAVONROONO
IMPORTED SOLS SHOULD ALSO MEET THE FOLOWNG CRITERIA:
N0. 2409 -009 -DMO AS AMENDED BY ORDER 2010 -0014 -DWT AND ORDER 2012-0006-9M9) MUST
FACILITIES INCLUDING TELEPHONE, ELECTRIC, AA 7R, SENER, W AND CAS CINES THE ENGINEER
BE FRED WIN STATE WATER RESOURCES CON IRO BOARD IN SACRAMENTO BEFORE 771E BfGNN/NG
ASSUMES NO RfSPW&RIUIY FOR BURET LINES NOT INDICA IED W THE PLAN W FOR INFORMA BON
A) MAXIMUM %PASSING 1200 STEVE....... 50
OF ANY COVSMVC77ON ACBy7Y. COMPLIANCE NTN THE GENERAL PERMIT REOUIIES NAT A S70RM
OBTAINED FROM OUT.W SOURCES (USA - 1-800-642-2444)
B) MAX/MUM LIQUID LIMIT ............. 40
WATER POLLU77ON PREVENTION PUN (SHPPP) RE PREPARED, CON7/N000%Y CARRIED OUT, AND
C) MAXIMUM PLASTCHY INDEX .......... 15
ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS
6. 711E GRADING CONIRACRDR SHALL BE RES'ONSBLF FOR GRADING ALL AREAS TO F OR - Q10
D) MIN/MUM R -VALUE ... .. 50
FOOT. lF AN AREA SHOUN RE FWAO 70 RE MORE THAN 0.10 FWD OUT OF TOLERANCE AFTER
E) MAX/MUM EXPANSION INDEX .......... 20
3Q 24 HOUR NOTICE- PRIOR RJ THE START OF ANY PHASE W COYS'IRUCRON, THE CRY
COIMPAC77NO AND CQMPI£TCN ' GRADING THE CONTRACTOR SHALL RETURN AND CORRECT THE
a
CONSTRUCTION INSPECTION SECTION -HALL BE GIVEN AT LEAST 24 HWR NOTICE THE SECTION MAY
GRADING AT NO COST 70 TF OVER.
BE NOTIFLV AT (661) 316-3049.
iW ala
19 BARING AND GRUBBING - REMOVE DFB; SUCH TRASH, COPE
7 TILE CWNADIOR SHALL WATER AS REWIRED DURING THE QRAONG OPERARCWS TO PRESENT THE
AROYEN
IT BLE S GRA
VEGETATION, OTHER BIODEGRADABLE TA SOL BROW AREAS 70 Bf GRADED.
SUBSTANGE$ AND
A
37. 00AHPACTW TEST NOTE - CWR ESIS SHALL Bf TIER Nf
OCCNRENCE OF A DUST NUISANCE AND SHALL PR07ECT CURBS AND OTHER O8FC7S WON ARE TO
THAT IN OFFICIAL, ENGN£EC RI CNC
UNSUITABLE SOC lS SOL THAT, IN 711E QP/NON TE BRIDING
BUILDING
THE)h6N
F REWRIED 5
DEV£LOPfR/S'UBDINDER/CWIRAC7OR. THE NUMBER AND LCOATW OF REOKRfD TES75 GHALL (F
NUA/N. DUST CGY]RG SHALL CONFORM 70 THE SAN JOAOUW VALLEY WF70 AIR POLLUTION
TUES,SOL
fNGNELF /S NOT COMPETENT )D SUPPORT OTHER 50I W STRUCTURES, W ID SATISFACTWILY
DEERMMED BY THE CITY WCINEER
CON7RO DISTRICT REWLA DONS
PERFORM ANY OTHER FUNCRWS FOR WITCH IFF SOH HS INTENDED.
h
ANY PUBLIC FACILITIES IN THE STREET RIGHT -CF -WAY W7HlN THE PROPERTY FRONTAGE NNCH
B EXCAVA BON - EXCAVATION SHALL CWSST OF ALL EXCAVATW /NAIL WED IN GRADING THE32.
20. AREAS TO RECEIVE FILL SHALL BE SCARIFIED SIX INCHES, OR AS RECOMMENDED /N THE SOIL
ARE SUBSTANDARD OR DAMAGED WCL REBORE RECONSTRUCTION OR REPAIR AS DFIERMMED BY THE
PROFC7 AS 9/OIM/ W TIYf PEWS
REPORT, WNICHEIER IS GREATER, UNI& THE SURFACE IS BREIF FROM RUNS HUMMOCKS OR OTHER
Ory ENGINEER
UNEVEN FEA LURES WON WOULD END 70 PREVENT INFORM CCWAC77ON BY THE EQUIPMENT RN BE
9. fMBANKMW75 - EMBANNENT CONS7RUCTW STALL CONSIST O' CONSTRUCTING EMBAFNMfNTG
USED. MOLTEN AND COMPACT 771 AT LEAST 90%CF THE MAAiMUM DENSITY PER ASTM 01557 UNLESS
,AA U&TK WND RRVCE ALERT SHALL BE CQYTAC7ED TW (1) W%PKING DAYS PRIOR TO
INCLUDING THE PR£PARATW OF AREAS WHERE THEY ARE TO BE PLACED, THE CONSTRUC77OI O"
O7HERWSE SPfCFlED.
CONSIRUCROI. (1-800-612-2444)
WHIM HIM O7 OUTSIDE THE CONSTRUCTION AREA THE PLACING AND COMPAC77NO O• APPROVED
0
MATERIAL NPIN THE CWSRRUCIAW AREA WARE UNEUITAOE MATERIAL HAS BffN REVOWN, AND
21. ENGINEERED FILL MATERIALS SHOULD REPLACED IN THIN LAYERS (LESS THAN EIGHT INCHES
THE PLACRC AND CWPAC77NG OF EMBANKMENT MATERIAL IN HOLES P17$ AND DEPRESSIONS IT
UNCOMPACTE) THICKNESS), BROUGHT TO NEAR THE OPTIMUM M0157URf CONTENT OR TO A MO'STURf
0
SHOULD ALSO CONSIST GH PREPARING SIB -GRADE AT THE GRADING PLAN[ CONFORMING TO THE
CONTENT CWMENS/RATE NTH EfFECTV£ LOMPACTIW AND SOL STABILITY, AND COMPACTED TO A
NECESSARY OR BENCHING HE AL BQRROW, PLACING AND
CRAZE ]ZNG
MINIMUM OF 90 PERCENT OF THE MAXNUM DEN -7Y OBTAINABLE BY ASTM TEST METHOD 01557.
"
D GRADROMNO
PLANS
COMPACTING MATERIAL )D THE UNE AND GRADES SFIOIMV W THE PLANS ALL EMBANKMENT
MATE AL 70
2'
C'ONS7RUCBW &YALE Bf CWSONN AS INCLUDED IN THE CONTRACT PRICE
22 OUANRRES FOR ARTHWIRK
W U
10. THE NIRA' EMBRACED HERRN -HALL BE IN ACCORDANCE NIH THE STANDARD S ECIRCATWS ON
EXCAVA7/ON - 700 C. Y.
THE STATE OF CALIFORNIA DEPARTMENT OF IRAN-PCRTA77ON DATED ,VLY 2010, INSTAR AS THE
EMBANKMENT - 500 C Y.
b
SAME MAY APPLY IN ACCORDANCE NTH THE NOTES HERON. IN CASE OF CONFLICT WTH THE
zA7
STANDARD SPECIRCA ROWS AND ANY NOES HEREON, THE N07ES HfRfW SHALL TAKE PRECEDENCE
O/ANTITIES ARE FOR GRADING PERMIT QYLY. THE ENGINEER MAKES NO WARRANTY OF THE
OVER AND BE USED IN LIEU OF SUCH CONFLICTING PO7TWS SAID SPECBCATWS SHALL APPLY
ANRCPATED SHRINKAGE FACTOR. THE COVTRA07OR SHALL NOT USE THESE OUAIV7777ES TO
BUT NOT BE UM17N 70 THE FOCOWNG
BASE HIS BD ON
A) ALL CONCRETE SHALL LTE CUSS J' USING )OPE ///V CEMENT AS N ACCORDANCE NTH
23 CONTRACTOR TO VERIFY OMEN -SUNS AND ELEVATIONS OF EA7SRNG IMPROVEMENTS IN THE FIELD
Cn
SECTION90 AND SHALL HAVE AT LEAST 2500 PSI COMPRES9lE SWAIN A718 DAYS;
BEFORE PROCEEDING WHY WORK ANY OSCREPANGES THAT CULL AFFECT PC INS 70 EAiSTING
UNLESS OTERNSE SPfCIBN.
IMPROW£MEN75 SHALL BE BROUGHT 70 RAE ATTENTION OU THE ENGNEER BEFWE PRWEEDING NRH
O
B) "HAL RC CWGRf7E SHALL BE TYPE $' 1/2' MAXIMUM, MEDIUM GRADED, AND
ANY NARK
IWTMALEE Y MIXED NTH 5-6.5f ASPHALT. NO R.A.P. (RECAIMED ASPHALT PAVEMENT) SHALL
24 BUCOLIC PAD PREPARATW EXCAVAIE EARTH MATERIAL TO A MINIMUM DEPTH OF ONE (1) FOOT
BE USED. ASPHALT SPALL BE PERFORMANCE GRADE PG64-70.
BELOW THE BOTTOM OF FOOTING ELEVATION IN EACH OF THE PROPOSED BUILD/NC AREAS THE
w
BOTTOM OF THE EXCA VA LION SHALL BE RENEWED BY THE SOIL ENGINEER OR HIS R£PRESENTATVE
JL SWANSW ENGINEERING SHALL NOT W RfSPOYSB1f W LIABLE FOR UNAUTHORIZED CHANCES 70,
PRIOR 70 ANY BACKFILL THE TOP I) VE INCHES OF MATERIALS EXPOSED AT 7Nf
W USES OF, THESE PUNS ALL CHANGES TO THESE PUNS MUST BE APPROVED, IN W 17NQ BY
BOTTOM OF THE EXCA VA SHALL BE SCAO ANO COMPACTED TOA MINIMUM OF MO PERCENT
ON SHALL AIWL
SWANSON ENGMFERINC
SOLS TO NEAR NDE OPTIMUM MOISTURE OR TO A
TEN IM ME
OF ASTM 01557 MOISTEN
STENTEDMOISTURE
WINIMPORTED
CONTENT CONSISTENT COMPACTION AND SOILS
STABILITY COMPACT METHOD
NQ ¢
12 ALL GRADING SHALL CONFORM TO THE RECWMENDA77ONS CONTA/NN N RE UPDATED SOLS
D
OBTAINED BY ASTM TEST METHOD DROP.
TO A M/N/MUM OF 90 PERCENT OF NHE MAXIMUM DENSITY OBT
ERC NT OF THE
h
REPORT, MALE A PART HEREOF PREPARED BY SALEM ENGNEERING DRWP, /NC, dW NO.
WORK i0 BEES AT LEAST LIVE (5) FEET BEYOND 771E OUTSIDE EDGES OF EXTERIOR FOOTNCS AND
HEO
0
1-216-7317, DATED DECEMBER 29, 2016, RRfO 'UPDATE CE07ECHNICAL EHWNEERNG NIESTGATON
7W0 FEET BEYOND PAVEMENT EDGES.
N
PROPOSED CELEBRATIW W LIFE CENTER fAPAN9W 2739 PANAMA (ANE BAKERSBElO, CALIFORNIA",
0
AND ALL ADDENDA WERT IN CASE OF A CONFLICT BOWFIN THE PLANS SPECIFlCA DWS; AND
25 PAVEMENT AND FLATWORK AREA PREPARATION: GROUND SURFACES TO RECEIVE CONCRETE
a
i
SOILS RECOMMENDA PWS, THE NOW STRINGENT RfOUIREMENIS SHALL TAKE PRECEDENCE.
DRIVEWAY AND 817UMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH
o°
N
OF 12 INCHES BELOW THE GRADING PLANE IN CUT AREAS OR TO 12 INCHES IN AREAS TO RECEIVE
1J PRIOR 70 COMMENCING CON57RUCRON, CONRIAC7OR SHALL PONCE ALL UTURES THAT CULL BE
FILL. ENGINEERED TILL PLACED IN PROPOSED PAVEMENT AREAS SHOULD BE COMPACTED TO A
AfTFCIED BY TM5 CONSTRUCTION TO DETERMINE IF ANY UTILITY CONFLICTS E9ST. ANY URUTY
MIN/MUM OF 90 PERCENT OF THE MAXIMUM DENSITY AS OBTAINED BY A57M TEST METHOD D7557,
CONRJC75 SHALL BE BROUGHT RJ THE ATTENTION OF THE ENGINEER SO THAT DESIGN CHANGES CAN
AND SHOULD EXTEND TO A MINIMUM OF TWO FEET BEYOND THE OUTSIDE EDGES OF PAVEMENT.
O
M
BE MADE PRIOR TO THE START OF CONS7RUC770N.
NOTE
CLASS 3' CONCRETE (5 1/1 SACK)
EXPANSION ANTS EA. 40'
WAKENED PLANE JTS EA 20'
LABEL COVER BRAIN' OR 6^
SEWER" AS APPLICABLE
6" CLASS J'
CONCRETE
PLAN fW
PRE -CAST CONCRET BOX, CHRISTY
G-5 BOX W/ 6 5 CAST-IRON UD,
OR APPROVED EO/AL.
CLEANOUT RISER
(6" MAX)
0
MIN. R25' AC, OR -
MA7W EMSTNG
METALLIC PIPE
IDENNIER TAPE
(E) AC PAWNG
CLI/AGC BASE
NATIVE COMPACTED TO 90%
9 / 1 2" CURB
(E) FENCE\VIII
2' HIGH CURB
2$
5'
(N) CONCRETE WALK
NEW BUILDING
B / I SECTION - SUMP
N y
SSE I I
COMPACTED TO RSL
NOTE
CLASS 7 CONCRETE (5 1/1 SACK)
EXPANSION ONTS EA. 40'
WEAKENED PLANE JTS EA 20'
3" LEACH CRATE CRA WE
NEC
Yom— CENTERLINE OF CHAIN LINK FENCE POST
CONCRETE WALK,
WHERE OCCURS
� � I
FINISH GR
h i
12 ' SUB ADE COMPAC7ED
A.C. PA IEMENT OR CONCRE/E (SEE PLANS) -
CL. 2 AGGBASE
(WHEN A.C. PA VENENT IS USED)
51 112" CONCRETE MOW STRIP
CZ3C3 I WITH CHAIN LINK FENCE
CONCRETE WALK,
WHERE WCURSI
5T (1' DEPRESSION) MAX
GUTTER CROSS %OPE AT
A CURB RAMP.
GRADE, INHERE OCCURS
R-1/2"
A.0 PAVEMENT
CL 2 AGO BASE
NOTE
GA55 :i' CONCRETE (5 1/2 SACK)
EXPANSION JUNTS EA. 30'
MEAKENN PLANE J7S EA 15'
POUR ON COMPACTED SIBCRADE
10 / 1 8" CURB AND GUTTER WITH 1-1/2" DEPR.
�I•
(N) SUMP FENCE
0.5'
(N) DRAIN BASIN
NOTE.-
CLASS
OTECLASS Y CONCRETE (5 112 SACK)
EXPANSION JON75 EA JO'
NEAKENED PLANE JTS A. 15'
POUR ON COMPACTED SINGRADE
C SECTION - SHALLOW SUMP 1 ROLLED CURB AND GUTTER
C3 C3
CHRISTY U21 CATCH BASIN KITH CHR/STY WELDED STEEL
GRATE MODEL U21 -NT, OR APPROVED EQUAL. GRATE AND
FRAME SHALL BE GALVANIZED AFTER FABRICATION.
PLAN
eon!S4-v
fe C.m,73. stn, v-11
12 / 1 OUTLET STRUCTURE
o°
________
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I
14 BAR ®12`O.C.
EACH WAY
6.
6"
SECTION
CLASS '3' -
CONCRETE
CLASS '3'
CONCRETE
13 / I CATCH BASIN
RUBBER WATERSTOP (TYP.)
6.9-324
CITY RECORDS NO.:
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PLAN
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12 / 1 OUTLET STRUCTURE
o°
________
I
I
14 BAR ®12`O.C.
EACH WAY
6.
6"
SECTION
CLASS '3' -
CONCRETE
CLASS '3'
CONCRETE
13 / I CATCH BASIN
RUBBER WATERSTOP (TYP.)
6.9-324
CITY RECORDS NO.:
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FP = 360.50' (VERIFY
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® ie N: 3/RE HYDRANT r AIV l„ ; ;" 5
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SET NAIL�SH/NER
FL
ELEV 75893
h
TT
15 30X50' GRAVEL ENTRY,• 3" DIA.
ROCK SIZE, 12" DEEP GRAVEL
° W1 GRIZZLY PER CA SQA DETAIL
r
i r
!
xJ
1
01
SII
J I
— V
REUM (E) 8" FIRE LINE
I
RE (E) 6' flRf SERNCE
^I
INTO NEW 6' F/RE LINE
I
ELL
8' 5DR35 PVC ® L% j
6' DR18 C9& IVC
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CAA � E
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8'OR1B C900 PVC
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8
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FIN PE (E) 8 -FIRE LlNE FW
°
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INTO NEW 8 FIRE LINE
I
SD
II
SD
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r
I
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DR18
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\ JS L SN/NE 11MALL SANDBAGS \ \ - �8 r ,FA
# _ �. 6 R V GEL®V = 358.93"_11- S�—��
® ie N: 3/RE HYDRANT r AIV l„ ; ;" 5
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ELEV 75893
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ROCK SIZE, 12" DEEP GRAVEL
° W1 GRIZZLY PER CA SQA DETAIL
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— V
r L,,
DRAIN INLET
L 0..G. = 358.79'
INV - 35591" 17" E
(E) PRVAIE MALLOW SLW
(E)1'CLUE PRCWDED 29500 CF.
EJ 4' DAR., r r 4NCI
INSTALL SILT FENCE
/
1. NON—STORM WATER DISCHARGES ARE PROHIBITED FROM
ENTERING ANY STORM DRAIN SYSTEM
2. POLLUTANTS SHALL BE REMOVED FROM STORM WATER
DISCHARGES TO THE MAXIMUM EXTENT PRACTICAL.
J. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON
RELATIVELY LEVEL GROUND AWAY FROM TRAFFIC AREAS, DRAINAGE
COURSES, AND STORM DRAIN INLETS
4. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE
EDUCATED ON ALL BURS, INCLUDING CONCRETE WASTE STORAGE
AND DISPOSAL PROCEDURES
5. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A
NET INCREASE OF SEDAUENT LOAD IN STORM WATER DISCHARGE.
6. WATER St IF IN COMPLIANCE W/ CA SOA WE 1.
7. SWEEP STREET AND PAVEMENT AREAS DAIL Y IN COMPLIANCE W/
CASQA SE—Z.
) F AJrJ - {NCE
INSTALL SILT FENCE
LEGEND
—w_ FURNISH AND INSTALL TRAFFIC SIGNS
15 15 MPH
SILT FENCE PER CA SOA DETAIL SE -5
o SANDBAGS OR GRAVEL BAGS
W
SCALE: V'= 20'
20 10 0 20 40
6.9-324
CITY RECORDS NO.:
^I
I
ill
r
J.
r.
°
�jf
I
I
II
II
I
i
I
I
I lil
�I
I I
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DRAIN INLET
L 0..G. = 358.79'
INV - 35591" 17" E
(E) PRVAIE MALLOW SLW
(E)1'CLUE PRCWDED 29500 CF.
EJ 4' DAR., r r 4NCI
INSTALL SILT FENCE
/
1. NON—STORM WATER DISCHARGES ARE PROHIBITED FROM
ENTERING ANY STORM DRAIN SYSTEM
2. POLLUTANTS SHALL BE REMOVED FROM STORM WATER
DISCHARGES TO THE MAXIMUM EXTENT PRACTICAL.
J. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON
RELATIVELY LEVEL GROUND AWAY FROM TRAFFIC AREAS, DRAINAGE
COURSES, AND STORM DRAIN INLETS
4. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE
EDUCATED ON ALL BURS, INCLUDING CONCRETE WASTE STORAGE
AND DISPOSAL PROCEDURES
5. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A
NET INCREASE OF SEDAUENT LOAD IN STORM WATER DISCHARGE.
6. WATER St IF IN COMPLIANCE W/ CA SOA WE 1.
7. SWEEP STREET AND PAVEMENT AREAS DAIL Y IN COMPLIANCE W/
CASQA SE—Z.
) F AJrJ - {NCE
INSTALL SILT FENCE
LEGEND
—w_ FURNISH AND INSTALL TRAFFIC SIGNS
15 15 MPH
SILT FENCE PER CA SOA DETAIL SE -5
o SANDBAGS OR GRAVEL BAGS
W
SCALE: V'= 20'
20 10 0 20 40
6.9-324
CITY RECORDS NO.: