PlansF
i
1
GENERAL NOTES
1 AM ORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR MUSIC WORKS CONSTRUCTION MPECRICAMINE - ) 21112
EOTER AM AMERICAN PUBLIC WORKS ASSOCIATION STD. MANS. W12 EDingtl
AND CURRENTAMENPNENTS.
2. THE CONTRACTOR SHALL HOMEY ME CRY ENGINEER FORTY EIGHT MB) HOURS
PRIOR TO STARTING ANY WORK; TELEPHONE NUMBER ADS) 5 lIIL
3. THESEPUWS AREHEREBYMADEAPARTOFTHESPECIFICYHONSAND
LONTMCNAI AGPE£MEXT.
q. NOTE UMSHALLSEMADETOTHESERPNSWITHWTTHEPRIMPTM1YNALOF
THE CRY ENGINEER.
5, THE CONTRACTOR SHALL APPLY FOR 11 NECESSARY ORNSIDUCUEN HERMITS FOR
ALL WORK AS SHOWN ON THESE FLANS 1. TINE CRY OF DOG UNREAD
6. ANY CONTRACTOR PERFORMING WORK AS M WCATED HEREON FOR TONS PROTECT
SHALL FAMILIAHME H IMSEIF WITH WC SITE AND SHAM B E SOLELY RESPONSIBLE
Ftli ANY DAMAGETO EKISTNG FAMMES BE RATING DIRECTLY OR INDIRECTLY
FROM HIS OPERATIONS, WHETHER OY. NOT SUCH FACIUR ES ARE BROWN ON THESE
PI/J13.
]. THE CONRUGTORS ATTENTION IS EXPRESSLY DIRECTED TO ALL THE
REONREMENTSAND PROVISIONS OF TIE STp1E OF LKIFORNM SAFELY
REGIKATICNS CIXIFORMN6ETiEREMSRALLBESTRICTLYENFORCED ...
WEENTIRELIFEOFTHE WNIRACE.
B THE EMETRACTCR SHAM DISPOSE OF AIL SURPLUS EARTH EXCAVATOR OIRSIDE
OF THE PROJECT AREA IM65 APPROVED OWERW ESE BY THE CRY ENGINEER,
ALL AC AND CONCRETE REMOVMS SMALL BE DISPOSED OF CFFSNE-
9. ME CONTRACTOR SHALL REVIEW AM VERIFY ALL MCMIONS AID DIMENSIONS AT
MEJEBSITEBEFURECOMMENCI GANYPORTIONOFMEWORK;COAPPHE
ACNJAL COMTONB WRHOMWINMTOASCERTNNCCNOITICNSUNOQRWHICN
WORK IS TO BE PERFORMED; CHECK AND CONFIRM LOCATION OF EXISTING
STRUCTURES, EQUIPMENT, AM IMUT ES WHICH MAY AFFECT WOR(
COAMENLEMENTOFWORK S CONSMUTEMLLALLFPTANCEOFIXISTM
SITE COMMONS. THE CONTRACTOR WALL REPORT ALL DISCREPANCIES TITHE
CRY ENGINEER PRIOR TO ME COMMENF£MEM OF NV RK
10- THE COMPACTOR SHAM ENACT ALL MEBWEES TO PROTECT AND SWFEGUAAD
WORKERS AND THE GRIERPL %1&JC FROM ID RETY DURING THE RNITHE TIME OF
CCNSTRUTION; MAIMNN THE JOB SIZE IX AN ORDERLY, CLEAN MANNER
THROWHOUTTHEGOURSEUFWORKAMNOTBLOCK LEGALEATSOR ENTRANCES;
LEAVE WORKMEN CIPML FREE OF DEBRIS AT ME EM OF EACH DAY, AM COMPLY
W ITN ALL M W ELABIE CODES
11. ALL CONCRETE AND ASPHALT CONCRETE PAVEMENT TO BE REMOVED SMM BE
REM.D UTILIZING SAW CUT (MINIMUM CUT GERM I Il ANOOROTHER
METROS AS APPROVED BY THE CITY ENG LACER
12. THE CONTRACTOR SHALL ADWST ALL UTILITY VALVE BOXES, MANHOLES, ETC TO
GRADE UPON COMPLETION OF PAVING- MNCRETE PAVEMENT SHALL BE DAM
PATCH AROUND RAISED UTILITIES IN CONCRETE STREETS; MPHJLT CONCRETE
PAVEMENT IN ASPHALT CONCRETE STREETS,
13. THE CONTACTOR SHALL REPLACE M KIND, TO THE SATISFACTION OF ME CITY
ENGINEER, ANY PAVING, WHO AND GUTTER OR OMER IMPROVEMENTS WT,
PEMOVM OR DAMAGED IN CONJUNCTION Mll W. PROJECT.
Iq. THE CONTRACTOR AGREES NEAT HE SHALL ASSUME SOLE AND COMPLETE
RESPoMIB ILITY FOR RIB SHE CONDITIONS DORM ME COURSE OF
CONSTRUCTION OF THIS PROJECT. INCOMING SAFET OF AL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY COMINUOVSLY AM NOT BE
LIDDEDTONORMALWORKING Oi TH
HOURS,AND D THEIR BEF .
W H ALE EY AM HAIRTHE CRY,THE ENGINEERANDTICfl O NPATINE,
HARMLESS FROM ANY AND RK NTH TY, ISEREAL0REN P
INCOMECTgNVITH
THE PERFORMANCE LI GENCE OF WORK ON THISPROJECT,E XC TI
CITYENGINGI EER. LRYARISIM
FROM THE SOLE NEGLIGENCE WE LT' E CITY ENGINEER.
15. THE CONTRACTOR SHALL PRWIDE DUST CONTROL AND TRAFFIC CONTROL AT AL
TIMES TO THE SA RSEACCON OF THE GN EM W EEL AM SHALL BE IN COMPLIANCE
WITH BOOTH COAST AIR WALRYMANAGEMEM DISTRICT IAOH D3 BOLE 403 FOR
MIRGAM IG OUST CONTROL.
13, BARRICADES IMH FLAMER G LIGHTS ARE TO BE MAINTAINED ON All OBSTBIICTICNS
WITHIN EXISTING STREET RGM -0FWAYS AT ALL TIMES. CONSTRUCTION WARNING
SIGNS AND FLAGMEN BEEF M BE PRESENT AT THE JOB PRE.
17. UPON COMPIEDON OF THIS PROJECT. WE COMFORTOR SHALL BE RESPONSIBLE
FOR REPAIRING ANY CABBAGE IMUMW WE TO HIS OPERATION.
18. THE WMMCTORSHMM NOTIFY UNDERGROUND SERVICE ALERT AT(S00)9IId1St
TWO G) DAYS PRIOR TO BEGINNING WORK,
19. ABBREVIATIONS INDICATED W THE PLANS SHALL BE IN ACCORDANCE MR SECTION
13 OF ME • sPECIHwnONS'-
M CWCLEXI NUMBERS (FOR EMMPLE,D REFER TO CONSTRUCTION LEGEM NUMBERS
21- IMPOHEANTNOTICE SECT104 2150FMEGWERNMEMWDEREQUMESA
DIG ALETTIDENTRCATONNUMBERBEISSUEDBEFOREA "PERMRTO
EXCAVATE WILL BE VALID - FOR YOUR DIG ALERT I.D. NUMBER, CALL
UNDERGROUND 5 MV ICE REM, TOLL FREE 1- W B22] -2600, TWO MYS
BEFORE YOU DIG -
Zt M&MAKTOR SHALL IMPLEMENT AN EROSION AND SEDIMENT CONTROL PROGRNI
DURING THE PRUIELT GRADING MMR CONSTRUCTION ACRW NEB.THE
PROGRAM RMLL MEET AL APPLICABLE REQUIREMEWS OF THE STATE WATER
STANDA IAN UAL BOARD AM TIE LosaMELE9 COWNAMSTORM wnTFA
sraxlzwos MANUAL.
M. PRIOR TO ANY DISTURBANCE M ME SITE EXCLUDING MILIW MPPK-0IIIS AND
SURVEYING THE CONTRACTOR SHALL MARE ABRPNGEMQI IS FOR A
PIE- f.MSTflUCT1ON MEETING WITH THE CRY OP ROSEMEAD HUBHSB921CI-
N. OEVMTIONS MOM WEBB SIGNED PEAKS WILL HOT BE ALLOWED LTRE55 A
CONSTRUCTION CHANGE IS APPROVED BY ME CITY ENGINEER ON ME CHANGE S
REWNREDBYTHECIW INSPECTOR
25- ASSUXT GMWINGS MIST BE SUBMITTED TO THE RESIDENT ENGINEER PRIOR TO
ACCEPTAME OP THIS RROIELT 0V THE Gtt.
C U ROSEMEAD
ROSEMEAD PARK IMPROVEMENT PROJECT
VR C00a.\S
GENERAL NOTES (CONT
EROSION AND SEDIMENT CONTROL NOTES
NOTICE TO CONTRACTORS
]1L IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL SHE.
U. THE CONTACTOR SHALL YENRY ME EXISTENCE AM LIX'ATION OF
ALL UTILITIES OFFORE COMMENCING WORK NOTICE OF PROPOSED
W IXNR 5 WLLL BE GNEN TO TXE FOLLO W IM gGENGFS_
W. NORL'ITHSTANDING TIE MINIMUM STANDARDS SET FORM IN ME
GRADING OOOW . AM NOTWNHSTKISHMTHE APPROVAL OF
THERE GMDWS P ANS,THE PERMIITEE IS RESONSIBLE FOR THE
PREVENTION OF UAMAGE TO PWA MT PROPERTY. NO PERSON WALL
EXCAVATE OR LINO SO CLOSE TO ME PROPERTY LINE AS TO
ENDANGER ANY SUCH P. FROM SETTLING. CRACKING
ER0. . OKTIM, AMUR OR OTHER DAMAGE. WHICH SHORT
REAMT PROM THE GRADING DESCRISELL ON THE PIAN-
29- WRING MUM GRADING OPERATIONS AM PRIOR TO WE
CONSTRUCTION OF ANY PERMAN ENT DRAINAGE STRUCTURES,
TEMPORARY OM ELT# SHALBEPRP MDMPREVENT
PORDIM WATE R AND DAMAGE TO CONTIGUOUS PROPERTIES.
W - MST SHALL BE CONTROLLED BY ME CONTRACTOR W ACCORDANCE
WITH ALL IMPERIAL COUNTY N R POLUDGM CONTROL QQQN TIAPW)
FUGM CONTROL RULED DO ST CONT RULES AND REGU YROHG AM SHALL
COMPLY WITH THEW PEBMRTNG REQUIREMFMS,IF APPLICAOLE,
CONTRACTOR NOTES
1. CONTRACTOR GRAM PROVIDE ALL NECESSARY MEANS TO AVOID
TRACKING ASPHALT OE W EXISTING ASPHALT PAVEMENT OR
CONCRETE PAVEMENT DUMB OPERATIONS SEE TECHNICAL
SPECIFI SPOONS FOR CONDITIONS,
3- CONTRACTOR SHAM PROTECT IN RACE ANY MAIL BOXES, IRRIGATION
SYSTEMFLECTPJCACONOUMCPBLECONWRORURLRYLINE W
DAMAGED OARING CONSTRUCTION, CONTRACTOR SNAIL REPLACE IN
KIND.
3 WHIRACTDR SEAL ADJUST TO GRADE ANY PULLBOXES EFFECTED
BYTHIS IMMUVEMENT E PUMBOXES I WATER GAS. ETC) ARE
OWAQED. CONTRACTOR SHALL REPLACE TEM IN qM.
q- CONTRACTOR ARAM POTHOLE TO VERIFY LOCATION AND DEPTH OF
5. CONTRACTOR SHALL PROTECT RELOCATE OR REPLACE IN KIM
EXISTING IRRKVMGN SYSTEM MPES, HEADS, ETC) AS NECESSARY.
B CONTRACTOR SHAM BACKWILL AND RESEED RAJNQGJP AS
NECESSARY FOR IAMSCAPE AREAS AFFECTED BY MITI
IMRROVEMER
PER.. WORKS lMwwroR.
TOPOGRAPHY SOURCE
CE) ENGINEERS 1.
159w EABTE SVII£101
WWINGAEw.910P0
PNOFIE: 19281909a1s
FA% (SeW 960JmI!
TEMMO RYEPOSIOW5EDBAEMCONTROLPR TOW] ETIMOF
FINAL IMPROVEMENTS, SHALL BE PERFORMED BY THE CONTRACTOR OR
OIALFIEO PERSON M IMICATEO BELOW.
1. FOR STORM GRAIN RRLEM, PROVIDE GRAVEL MG SILT WIN
IMMEDIATELY UPSTREAM OF II OR AS IMICATEO ON DETAILS,
2- ME CONTRACTOR OR OUALIIM P EREON SHALL BE RESPONSIBLE FOR
GLEAMED OF SILT AND MM ON AOIACENT MBLETM AM STORM ORJN
SYSTEM OUE TO COMTBUCTION AGTMTY
3. THE COORACTOR OR QUALIFIED PERSON SHALL CHE.T(A. MOUNTAIN
ALL LINED AND UNLIN D DITCHES AFTERFACH RUWAU-
q- THE CONTRACTOR SHALL REMOVE SILT AND DEBRIS AFTER EACH
MROOR RNNFAM
5. EWIPMENT AM WORKERS FOR EMERGENCY WORK SHAH HE MADE
AVAIL TARE AT AM TIMES WRING THE DAIRY SEASON, ALL NECESSARY
MATERIALS SHALL SE STOCKPILER ON SHE AT CONVENIENT MQVEMS
TO FACILITATE RAPID CONSTRUCTION OF TFIAPORPRY OENCES WHEN
RAINISIMMINER
E. THE CONTRACTOR ARAM RESTORE ALL EROSIONSE DINENT CONTROL
DEVICES TO NKKWNG ORDER TO THE SATISFACTION OF THE CRY
END INEER OR RESIDENT ENGINEER AFTER EACH RIMLOFF PRODUCING
RNNFAL
T. THE CONIMCFOR SEAL WSTAM ADDTONA EROSIOMEDIMEM
CONTROL M FASURES AS MAY BE REWIRED BY ME RESIDENT
ENGINEER DIRE TO IM W MPIETM GRPIXM OPERATIONS Ofl
UNFORESEEN CIRCUMSTANCES, WHICH MAYARSE- -
S THE CONTRACTOR ARAM BE RESPoMIMPIAM ARAM TAKE
NECESSARY PRECAMONS TO PREV ENTPUBIIC TRESPASS ONTO
AREAS WHERE I80LWDED WATERS CREATE A HAZMGOUS CONDRIM _
S. ALL EMSIONIS TIMENT CONTROL MEASURES PROWDED PER THE
APPROVED GRADING RAN SHALL B E IN W RPORATEO HEREON. AL
EROSIONS®MENT CgNIRW FOR INTERIM CONDITIONS SHALL BE
GONE M THE SARIS FACTION OF TH E DESCENT ENGINEER,
10. GAGED AREAS AROUND THE PROJECT PERIMETER MUST IXWN AWAY
FROM ME FACE OF TH E SLOPE AT ME CONCLUSION OF EACH WORKING
wY,
11. AL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
THE END OF FPEI WORKNG DXY WHEN RAIN M MMMEM.
12 THE CONTRACTOR SHAL ONLY GMOE. INC CLEARM AND
DRINKING FOR ME AREAS FOR WHICH THE WMRACTIR OR
QIAIREO PERT M CAN PRWIDE MCGIONISEDIMENT COMR0.
MEASURES
13. THE CONTRACTOR SHALL ARRANGE MR WEEKLY MEETINGS WRING
OCTAM t BT TO gPRIL SOIH R1R PROTECT TERM IGENERLL
CONTACTOR, QUALIFIED PERSON. EROSION CONTROL
SUBCONTRACTOR IF MY, ENGINEER OF WORK OWNERAEVELOPER
AND THE REGIOENT EMINEER) M EVALUATE ME ADEQUACY OF WE
EROSIOWSEMMEM W NIROEMEASURESANOOTHERBEIATEO
CONSTRUCTRONM DRES. -
SHEETINDEX
SHEETNIPPNGE SHEET DESCRIPTION
I OF 3 E , _TTL SHEET
2 OF31C1 }......._.......GRADINGPIEAB AYOUT
3 OF 3(51 } ....... ..... ..SPORTING S SWIPING -
I. ALL AVAILABLE RECORDS PROM ME CIryAND UTILITY COMPANIES
INVOLVED 1MVE BEEN INVESTIGATED AND ALL WMWM POLITY
CGNMIITSAMSUBSTRN :TURESARESHONHI£REON. ITSKALLBE
ME DU'M IBROFTIECONRACTOLTO LOCATEPLLMILKY
PLANS, W S BS RULNRR SHOWN MTS SE THESE OF
REPA R MINOR RMCTIXi BEAR
REPLACEMENT ILITY ONSUPAND
flEPAIfl PNO/OR REPIACEMEMOF SAID MIIfry OJNDUR5AN0
SUMMUCTIRES DAMAGED BY HIS CPMATEM IN CORRECTION WITH
T HE LIMITS OF THIS PROJECT.
2. EXISTING UTILITIES SHALL BE MAINTAINED INYLAFE BYTHE
COMPACTOR, [MESS OTHERWISE NOTED. RELOCATION OR
REMOVAL OF ANY LOADING UTILITIES NOT COVERED BY THESE PLANS
SHALL BE PERFORMED BY OR UNDER TIE DIRECTION OF THE
RESPECTIVE UTILITY OWNERS ATTHE EXPENSE OF THE CONTRACTOR
3, TIE CONTHACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION
OF ALL, IF ARE EXISTING W R'EY MONUMENTS,
q. TIE COHTMLTOR SHALL POSSESS A VALID STATE CONTRACTORS
LICENSE AND SHALL BE REM IRED M POSSESS VALID CITY
BUSINESS LICENSE WHILE PERFORMING WORK ON THIS PROJECT.
5. TIE COQRJJK R SHMI BE POGROM IBLE FOR OBTAINING ALL
REQUIRED PERMITS PRIOR TO COMMENCEMENT OF ANY MISC
COVERED BY THESE PRAM.
6, THE CITY 9XALL BUT BE RESPONSIBLE MIL OR LIABLE FOR
UNAUTHORIZED CHANGES TO ON USES OF WESE PLANS. ALL
CHANCES Ta THE P. MUST HE W WHIM AM MUST BE
APPROVED BY ME PROTECT ENGINEER
ABREVIATIONS
AC. =
ASPHALT CONCRETE
NS -
BOTTOM OF STEP
BW =
..GE WALL
DI' -
GRAIN INLET
GO
GRAIN W ICT
EG =
EDGE OF TT
WER
IF =
FINISHED FLUOR
R
FLOWLINE
FS
FINISHED SURFACE
-_ G9'
GNAGEME"'
1W
IRRIGATION WMROL BO%
=
IRRKRA NA VALVE
TC -
TR
TOP OF
-
TO GUAM
N TH '=
M
MG
RECROW
TS =
TOP OF
M, OF
TW
Top OF WAll
WAIN
Q =
CENTERLINE
RW
RIOITOPWAV-
PRIVATE ENGINEERIS NOTICE TO CONTRACTORS'
OTHER LINES IXY BTRUCTUREe NOTSHOWNWTNESEPW 'LS
ALL CONTRACTORS AM SURWHERACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE RANG SHALL CONDUCT THEIR OPERATIONS SO THAT
ALL EMPLOYEES ARE PROVIDED A SAFE PEACE TO WOR(AND THE PUBLIC IS
PROTECTED. ALL CONTRACTORS AND SIRCOMRACT0R5 SHALL COMELY
WITH THE TDCCMATONAL SAFETY AM HEALTH RE W EATIOM OF ME U S
WHO TRENT OF LABOR AM THE STATE OF Cµ1FORHM OEPPRTMEM GF
IN W 51' RML gELATOYS "(XRSRIUCTON SPFEIY ORDERS.•
THE CRY ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE
CONTACTORS AND SURGRIMCTORT COM1WUNNCE WRH WE
`OCCUPATIONAL SAFETY AND HEALTH REGUTATONS• OF THE U.S.
DEPARTMENT OF LABOR OR WITH WE STATE OF CJLLIWNNU DEPARTMENT OF
INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ONDERO•
CONTRACTOR FORMER AGREES THAT HE SMALL ASSUME SOLE AND
COMFLElEDE.9PON51BIIDY MR JOB SHE WTIO
NON TH
B WRING ME
OF COMTMCTION S 18 PROJECT, WASHING SAFETY OF ALL PERSON
AMPROPERTY;TMTT MREQUIREMENTSHALLAPPLYWLATINUWSLYANU
NOT BE LIMPED TO NORMAL. MOBBING MHI C; AND MAT ME CONTRACTOR
GHUL OEFFNDWOEMNIFYANG HOLDTNE O'fMfMFFR ANGTME ENGWEER
HARMMEP PERFORMANCE K ONT EFE U. .HN FOR ION
WITHTHE PERFORMANCE OF WORK NEGUGENCE T.
OF ME E OWNER O RTH ..
LIABILITY AP ISIM FROM THE SOLE NEGLIENCE OF TH OWNER NFA R THE
ENGINEER
LEGENDS
UTILITY
TIT
WATER
GOOENSTATEWATERW.
11OE. LNEOAKAVENUEARcAGR CA01W0
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11OE. LNEOAKAVENUEARcAGR CA01W0
CONTACCWRIELWM6(620) 5170
AGPMS BA CH MUTUAL WATERCO.
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8306 E GRAND AVENUE ROSEMEAD, w [H770
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R E V I S I O N S R E F E R E N C E S APPD YI 0�., CONSULTI LML .,.I. ROSEMEAD PARK IMPROVEMENT PROJECT nwc.NO.
NMO ROSEMEAD PARK T1
_ TITLE SHEET
CITY OF ROS EMEAD SHEET I OP3 ISM
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R E V I S I O N S
SEAT WALL NOTES
LEGEND
CONSTRUCTION NOTES
1. ENOOF WpLLREGIX CHAMFERANO VERTICAL E%PgN510NJO1M 1AY0UT FROM
1O
PEMOYE EXI STINOPCCCONCRELEANDBABE.B4METB
FACM ENDMRNER BO NOT INBTALLNOTCM WHEpE WALL9IN TEASECT(IYP.1.
CLryOIEIEµT/iF
EpIIIPMEMPdF5, Mi0OMIR
2. ALLCHANFEPEO FACESSHWLO SEGRWNDSMOOiTI BYGRINOING.SAND
- -PPOTECTINR
&2
BLASTING OROTHER METHODTO PEMOVE ALL IMPERFECTION %WADS, ROUGH
EDGESOROTNERUNDEIAMBLEFHASHES.
-
Iµy6fIpTO,V6gq
II �LONSTRULT<JMCHTIICI(PCC
PAVEMEM'3zE0PSPOVEfl Ti%
-
\/
bINLN CfAd PER OETAILHEREON.
3. SURFACE S C L BE REE NIONGING, SANG SNAIL BEFILN9 G EP THE
RERMSH GRIDING, OP OTN
-
(CONSTRUCT
P T C PpVEME O ESE 95%
METHO
METHODS TOR MOOR. LLIMPERFECTIdLS ANN OTHER UNBEBIXgSLE
OEBABL
FINISHES FORIMIEIXiM FlNISR
C0.WLBCOXEI&lE
61NCX CMB, PER RETAIL HEPEpMICOLOREO CONCRETE)
RAIL HERGUOCCRETE)
CCLORIO BEOElEP1.U! ®BY CITY.
F- ALL VERUCPL E%PARSION JOIM SHALL BE WITH FLEWBIE CO.
(5
CONBTIUICTLONLRETE SFAi WALL 1500 P51'PER OETAIIS
JOINT SEALANT CAPABLE OF ADHERING TO A VERTICAL SURFACE
E.N. H
$_ NOTCHES AND CHAMFERS SHALL TEBMINATEAITHE INI£RSECTION OF THE
fio--
PROVIOEpNOINCTALLBABHETBN .LLOIIRTPIXF qfA dAfl@MAD
VERTCAL FACE BOO PLAN SURFACING.
PERMPNUFACTDPERSPECIFMATIONS_
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G..FRLTOIW%COMPpCNC
9' TH. PAVGIfM CSW FS)
CCNR.Po NAME (B.V %MAX SLOPE)
(4 RFNA Calf. 18 U.
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COR.TRIJCT CONCRETE STAIRS PFADETAIL HEREON.
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BENCH MARK ° °" ROSEMEAD PARK IMPROVEMENT PROJECT DWG.ND.
f� .I.DX RP BL ENGINEERS
m s- BASKETBALL COURT /� �1
NO. MIA ELW. WA GRADING PLAN l.� I
DATE NIA WAD: NIA x xwEMBERZO,J
CITY OF ROSEMEAD SHEET cFs