HomeMy WebLinkAboutR_5479_SGENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE GRADING CODE OF THE
CITY OF NEWPORT BEACH AND ANY SPEC I AL REQUIREMENTS OF THE PERMI 7":"s-: su<eo.
-.... 2. NO GRADING SHALL BE STARTED WITHOUT FIRST NOTIFYING THE BUILDING
OF~ICIAL. A PREGRACING MEETING AT THE SITE IS REQUIRED BEFORE E.'i.\ST. CONC:.
START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING
CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY
GRADING.INSPECTORS OR THIER REPRESENTATIVES.
3. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE BUILDING OFFICIAL WHEN THE
GRADING OPERATION IS READY FOR EACH OF THE FOLLOWING INSPECTIONS.
VARIES
'21' TC 'SS' VAJ:2.1E.S /5,5' TO 30'
15.s' ,-o Zo'
a) INITIAL INSPECTION. WHE,'. THE PERMITTEE IS READY TO BEGIN WORK, BUT
NOT LESS THAN 2 DAYS BEFORE ANY GRAlJ I NG OR BRUSH I NG 1-5 STARTED.
b) DRAINAGE DEVICE INSPECTION. AFTER FO.RMING OF TERRACE DRAINS, DOWNDRAINS SECTION />..-A
OR AFTER PLACEMENT OF PIPE IN SUBDRAINS, BUT BEFORE ANY CONCRETE IS PLACED
OR FILTER MATERIAL.
c) ROUGH GRADING. WHEN ALL ROUGH GRADING HAS BEEN COMPLETED. THIS INSFECTION
MAY BE CALLED FDR AT THE COMPLETIDN OF ROUGH GRADING WITHOUT THE NECESSITY
OF THE BUILDING OFFICIAL HAVIMG -PREVIOUSLY REVIEWED AND APPROVED THE REPORTS.
d) FINAL. WHEN ALL WORK, INCLUDING INSTrLLATION OF ALL DRAINAGE:STRUCTURES AND
OTHER PROTECTIVE DEVICES Hl~S BEEN COMPLETED AND THE AS-GRADSD PLAN, PROFESSIONAL
APPROVACS AND THE REQUIRED REPORTS HAVE BEEN SUBMITTED.
~-THE DESIGN CIVIL ENGINEER, PRIOR TO ROUGH GRA~E APPROVAL, SHALL PROVIDE A MINIMUM
OF ONE BLUE TOP.PER LOT, SET AT THE HIGHEST POINT IN THE FINISHED DRAINAjE SWALE.
THE ELEVATION OF THE FLOOR SHALL ALSO BE PROVIDED TO INSURE PROPER CLEARANCE AND
FALL TO DRAINAGE SWALE. THESE ELEVATIONS SHALL BE NOTED ON THE BUILDING 0 LANS.
5. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT~ COMPLETE
REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING.
6. THE FINAL COMPACTION RlPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE
TYPE OF FEILD TESTING PERFORMED. EACH TEST SriALL BE IDENTIFIED WITH THE METHOD OF
OBTAINING THE IN-PLACE DENSITY, WE.THER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED
FOR EACH TEST. SUFFICIE1!T MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO
: mi;::n :~!;i1m:~~11:::;:~m1:c;;;: ;: ,;;::;;:::::,:, lHC , :: ~;,~~ v.
VERIFY TO THE BUILDING OFFICIAL THE NUl'lBER OF YARDS OF CUT, ill lJI
FI LL AND I MP ORT MOVED DUR I NG THE GRAD I NG OPERATION. 111 ~ I
0. WHEN IMPORT OR EXPORT OF EARTH MATERIALS ARE REQUIRED, HUAL It' 111 ~ I
ROUTES TO AND FROM THE SITE SHALL BE APPROVED BY THE BUILDING ~ ~
OFFICIAL. -"--HI ~I
rs' \: 0
£ 5'!6N CJ.IA.er
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SECTION B-B
NO SCALE.
Ot!)c0 cio:q,0 ~ lJ . -, -ricll.11 ~-,·:: PRVIN6 NOTES
OETAIL
S'/D£W4LK 9.477.T!. ,t:'/NISI-I
,:;;,' R/W i,C 6.l!O
: . .$1/z" x a" .r 6/16"
r'ACEAN6L£
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SEC' TION "B·B''
NO SC4L.B-
CONSTk?lJCT/0/J NOTES
(!)-REMOVE
r::i\--=-RAISe TO GRADE
\.::..I @-PROTECT IN PLACE
(l;iff:;--12E/v/OVE EXISTING A.C.
'" 111
111
Ill
111
LEGEND
@-coNSTRUCT CONG. ll· GUTTER
PER DET'AIL Tf-/15 SHEET.
!b.@---a:-coNSTRUCT O 25 'A,C./ o.so'/1.B.
• (!)-coAJSTRUCT TPPE "B"CURB
PER CIT!-' OF NEWPORT BEi/Ci-i
8. 11 "sePt. CMr"' SHnt.l BC' RPPUEO TO TH'€-ANISHEO SURl="AtE ;:;r THE R/?Te OF 0.10 6At.✓'fD."t. THE $[?pt CORT' Sr/RU.
BG TVPEi SS/ ASP#AlT"IC EMlll.SION Wlrl-1 A c;o-70 G/2RDE~'-"-c.
Llt)UID RSPIIRL.F. " ~ -0-Po wE!f. PoLlE
JL. Bu!> SF.!JP SJ.S-N
IZ} PUBLIC. TELEPHONE IJOtiT.11
0 /~ON Posr@
' STD. PLl'.//V 18-Z-L. ®-CONST/2UCT COMMERCIAL DR/Vt:WA/1
APPROACH PER C/TP OF NEWPORT
1 BcACH sro. PL.AN 1$0-L.
10
7
JD.BJ A,C.l -x--x-1
17\ CU'f <!)-coAJ5TRUCT TYPE ·11 "P.C C. CURB ,t
GUTTER (d"C.F.) PER C/TV OF
9. p1210;:z ro ,RPP.eov,,u BY n1e c,ry IA) THE DeS✓tiN CIVlt...
&NC,INEEIZ SHAL./.. Pli!OV/Dl: CEl2T'l.&"/CR170N 01'= UNE RNO
6~AO/? 0,C THC r"/NISKEP su,e.c,qce, (/3.) n-tG P.4'V/N4
/NSP€CTIOIV ANO RPP20VAt. IUiPO.leT :Sf/AU. B~ P~OVIOCO~ /CJ rHE P.tlVEMCNT 51-/RU. BE w,qre,,:; resreo Fa.e.
P.teOP£?12. 02A/N,qtJ(i-ANb RPP2dVEO BP Tl'IC" 62RDIA/(3
INSP€Cro.e. /IND {0} 5rJ2/P/N6 Sff,,:u:.t. BG COMPlcTSO.
(/.JfJ NUMSER)
@ V'IA7'ER VALVE
QrREE
(~ CtJNC.l?ETE PAD
• ( ) E'>!l5TIJ.I~ £1.EVATl{JI{
OWN£.R.:
fl/VER.POINT PR.OPERTIE:J L.rJJ.
700 S. FL DWER
LOS ANCELES CALIF. 90017
(7/4) <o45·3G,'Z~
r,;,,. AJEJ1/PORT BE/:ICfl STD. PL.QN l8?·'Z,
~CONStR'UCT 4" T,'//Ck' P.C. C.
5/DEWALK.
@-oEPRESS BRCK OF DRIVE l1PPZJRCH
SIMILAR TO C/TY S77/NOl1RO /G/-L.
~®-WllRP SIDEWALK TO MEET DRIVE l1PPRO/?CI-I GRRDE.
/3 TllPER G"C.F. TO O"C.F. TO ME£T B/?CK OF W.4LK. ~ CON5TRL/CT TPPE "I?" Ctlli?S ¢ GUTTER P~li? CITP
5Tf1NOf1.RO /(j'Z-·L. (C.F.=G"),
@-coNSTl?UCT COMM€E?CIAL ORtVliWA/1 (JV•5_0'.X•3'J
PE:12 CAL TRANS STD. NB-,4 I. 0:== coNsreucr CtlRB I Oi/TTER PER PLAN I CAL. TRANS sra
PREPARED BY;
JOHNSON-FRANK ~ASSOC.
!&30 5. SllNK!5T SU!TE"N"
ANAHEIM CALIF 9l.80fo
(7/4 l (,,34-E.!57
RIEVIS!ONS
N8-AI.
NUMBER DATE INITIALS APP'V'D 13/!NCH MA/II( -'U &S , · p-13z
0 3.~.E.
M.H.
1\--a~l,,,_..j'.Li ~=19'...'..Jc,V.'.!:.!:IJ~. M:!.·+C:::h','.'.'.:'.:,;1,'...:W.'.!cu~E:.....:S::c!..T,!:'ol<c:U~C'-'Ti'-'"U:cl?~ll'.!::.l_;S~e':C.!..T,!fc"/t2~N~.!.."°'0'--.=0~. Ze_i5<..!' 11:;::-.=Cea· L_.!:0,:,_. 5~0~';!1.c!:.5.15?:·--------4--,1..-..t:!.A!Q"./:.~~IC,__,COAST HWY. NEWPOHT AV. IN J"OLLY Kt1,;E11 !'Al/KING LOT..
BK.ASS 1CAP IN &,<'P.lt CJTl/BE•-·WITH C'AP SET /!178
,ELEVATION· ll,, 4h3
z 14/79 N.DM. DELETE NOTE 15 .t'IBOUT 5l6NS q! 1'100 5/GN Cf/I/RT
B
II
40'
SI'
\0
SECTION C·C
NO SCA.LE
40' 32.75' 2'2.2 1
so' 00.2' I "Z.. 2.'
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SECI\ON D·D
NC 'SCALE
FINIS!! FLOOR ELEV. ,(/c.84)
EXl5rtNG BLDG.
EXISTING _!!..JJEWALK""'
' ' -, -, .,, .i.
PRO.JET
tOCRTfOAJ
VJCINJT',1 MllP
@CUR8 CONST. DATA
LJ • /8 ° ..30' /8" R• 3GI. /4-" L• //<,, .<;,4-,
T• 58. 88'
LO• //<,,./a'·
@R/W. .DATA
CONCRETE v-Gurr1= R. LI• 1/0 Zo'a1" R• 34.::)_ 5/'
L= 427.01' DETAIL
J,JO'SC.ALE::
L
R =.4S%
EX/Sr/NG BLDC.
FINISH FLOOR. ELEV. =(/1.1,,3)
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EXIST/NS Q S!DEWA,_K/ 3 g g; •
0 " s.9 J1 12 ====-====== = --------------@ _J /81.S'~
RIVERSIDE
PREPARED UNDER THE SUPERVISION OF
;_j_) ~ rt1!.
NEIL ]). MORRISON R.C.E 2.13545
DRAWN BY
CHECKED
RECOMMENDED
DIANNA BOWDEN
DATE
5
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£XISrJN6 BLIJC. #3
FINISH FLOOR ELEV. = lc..!oO
AVE.
NOTE; .4LL. //'/ORK O0N!: i'/!Tff/N THE PUBLIC R/,'/
S!l/1LL BE DONE UNDER /IN ENCROIICHMENT
PERMIT ISSUED Bl' THE PUBLIC WORKS OEPT:
GRADING PLAN
JN 321 -78
FDR RIVERPOINT PROPERTIES LT]).
/OD·l!J/ RIVERS!.l>E AV. R-5479-5
,._, __ 1!,_:,-_--!--+---1---------------------------------J----f-----------------------------+----------------------------i APPROVED•-----------DEPARThlENT OF PUBLIC WORKS DATE, CITY OF NEWPORT BEACH SHEET NO. / OF /
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