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CITY OF
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MESA
VICTORIA .
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PROJECT LOCATIO
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VICI N ITV MAP
l/4 0 1/4 l/2 3/4 1
GRAPHIC SCALE IN MILES
SYMBOL LEGEND
--0-POWER POLE
0 MANHOLE
t)' FIRE HYDRANT
D METER BOX
---0-VALVE
E---POWER POLE ANCHOR
1:1 MONUMENT
-x-x-FENCE
""BLOCK WALL
c& TREE
l,}'-, ,!'f} /' SHRUBBERY
..&..,,&..dz & ASPHALT PAVEMENT ~B BRICK WALK
I_:::_-' J CONCRETE
I; ;J
l:::L,,, ..L,,,. _L,,' ...L ,d BUILDING
-----EXISTING CONSTRUCTION
NEW CONSTRUCTION
-·-i-CENTERLINE
--·-s-SEWER LINE
---·-w-WATER LINE
--c;-GAS LINE
~E--POWER LINE
-TEL-TELEPHONE LINE
-Tv-CABLEVISION LINE
-sP-SPRINKLER SYSTEM
;J'. STREET LIGHT
EMERGENCY TELEPHONE
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TEL EPH ONE COMPANY
CITY OF NEWPORT BEACH (SEWER & WATER)
COUNTY SANITATION DISTRICTS
TELEPROMPTER CORP. OF NEWPORT BEACH
COMMUNITY CABLEVISION
NUMBERS
NUMBER
538·0211
835 -3833
573-0037, -004 5,-0046
.673-2110 EXT.267-69
962-2411 EXT38
642-3260
545-3556
U C ,
NAME
MR. ANDERSON
MR. GUFFY
MR. SCAPPLE
MR. PHILLIPS
MR. DIBENEDETTO
MR. ROMAN
CJITY
NEVV-PORT
PUBLJIC WORKS
R~VERS~DE
PEDlESTR~AN AND
CONTRACT
APPROVED:
OF
BEACH
IDEPARTMENT
AVENUE
B~CYCLE TRA~L
NO. ~6~5
DATE : 5'-2.S-7 '1'
ASSISTANT PUBLIC WORKS DIRECTOR
R.E. NO. 12806
.
APPROVED:
PARKS, BEACHES, AND
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RIVERSIDE
TUSTIN
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DATE:/4a-7✓
AV£
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RIVERSIDE AVENUE LOCATION. MAP
SCALE· 111=200'
HOSPITAL ROAD
~iOSP!TAL ROAD LOCAT,ON
SCALE' I"= 200'
ci :i ID
l-a: 0 a.. ~ w z
MAP
INDEX TO SHEETS
SHEET NO. 1. TITLE SHEET
SHEET NO. 2. RIVERSIDE AVENUE PEDESTRIAN AND BICYCLE TRAIL -PLAN
SHEET NO. 3. RIVERSIDE AVENUE RFl'P:lll!IIEl • .'P,LL AIIB DRAINAGE STRUCTURE
DETAILS; II8.SPITAL R0,1B PLNFFER ',fftLL BETAILS .
SHEET NO. 4. CROSS SECTIONS, RIVERSIDE AVENUE
SHEET NO. 5. CROSS SECTIONS, RIVERSIDE AVENUE
GENERAL NOTES
1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL,
EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR
IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDArlCE WITH
THE "STANDARD SPECIFICATIONS FOR PUBLIC l·JORKS CONSTRUCTION, 1973 EDITION".
2, STATIONIMG REFERS TO CENTERLINE OF STREET EXCEPT WHERE OTHERWISE INDICATED.
3. ELEVATIONS SHOWII ARE IN FEET ABOVE U.S ,C .. & G.S. MEAN SEA LEVEL.
4. THE LOCATIONS OF EXISTING SUBSTRUCTURES SHOWN HEREON HAVE BEEN TAKEN FROM
AVAILABLE RECORDS AND THEIR CORRECTNESS AND COMPLETENESS ARE IN 110 WAY
GUARAl1TEED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY
LOCATE ALL SUBSTRUCTURES, WHETHER SHOWII HEREON OR NOT, AND TO PROTECT
THEM FROM DAMAGE.
5. ALL MATERIAL REMOVED BY EXCAVATION NOT SUITABLE FOR USE ON THIS PROJECT
SHALL BECCX'1E THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF
AWAY FROM THE JOB SITE !ti A MANNER AND AT A LOCATION ACCEPTABLE TO ALL
COGNIZAIH AGEMCIES.
6. ALL PORTLAND CEMENT CONCRETE SHALL BE CLASS 564-C-3000.
7. ALL P.C.C, (AND ANY A.G.) REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING
LIMITS AND SAl·JCUT TO A MINIMUM DEPTH OF 2 IIICHES PRIOR TO REMOVAL.
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CONSTRUCTION NOTES
CLEAR All□ GRUB, EXCAVATE OR PLACE COMPACTED FILL TO SUBGRADE, AND
DISPOSE OF EXCESS OR WASTE MATERIAL OFF SITE.
REMOVE EXISTING P.C,C. CURB CLEANLY AT GUTTER FLOWLINE.
EXCAVATE OR PLACE COMPACTED FILL TO FINISHED GRADE AS REQUIRED
FOR SMOOTH JOIII.
EXISTillG ITEM TO BE REMOVED.
EXISTING ITEM TO BE PROTECTED IN PLACE.
EXISTING ITEM TO BE RELOCATED BY OTHERS.
CONSTRUCT P.C.C. CURB (WITH DRAIN OUTLET OPENING) AND TAPER TO JOIN
ADJACENT CURB FACES.
CONSTRUCT 4" THICK P.C.C. TRAIL PER C.N.B. STD.-110-L, MODIFIED AS
SHOWN ON THE PLANS,
CONSTRUCT 4" THICK P.C.C. RAMP FROM GUTTER FLOvlLINE TO JOIN NORMAL
TRAIL SECTION, INCLUDING CURB " x ",s.
COHSTRUCT P.C.C, DRAINAGE STRUCTURE, INCLUDING 6" x 3'-0" DRAIN
OUTLET All□ DIAMOND TREAD COVER.
C0HSTRUCT REIIIFORCEB C0PICRETE RETAHIIPl6 II/ILL (RI'IERSIBE AVEIIUE).
EBllSTRUET REIMFBREEB EBIWRETE PLANTER \/ALL (IIBSf!TAL RaA5).
REMOVE /\!15 RErLAeE EXISTING A.G. DRIVEWAY FBR SMOOTII aotN:::;.n1.o:::cc1'iS.rJEUCT::·.:.~ ..
(3" A.G. TYPE III 63 PR 11l!l8.)~-4••·tHlCk::.·p,c-;cr;··Al'e01J'; ·-.....
::cm.lS.T\2UCT __ P.c-:c-:-:n121vE /.l:PPIZOAC/.l.:..(M0!1JEJEI>.:)--···-···· --·· .. ,----•···---
.BE~JCH MARK
"11-167 RESET 1936" SET VERT. IN ARCHES-BRIDGE AT PACIFIC COAST HIGHWAY
ELEVATION 10,07 MSL 1970 DATUM. (PROJECT T.B.M, TOP OF I.P. AT PROPERTY
LINE OF POST OFFICE, ELEVATION 13.05-1970 DATUM.)
BASIS OF BEARINGS
BEARINGS ARE BASED ON THE CENTERLINE OF RIVERSIDE AVENUE (TANGENT) BEHIG
ti 28° 59' 30" E AS SHOHN otl THE MAP OF TRACT 919, AS RECORDED Itl BOOK 29,
PAGES 31 THROUGH 34 INCLUSIVE OF MISCELLAIIEOUS MAPS, RECORDS OF ORANGE
COUNTY, CALIFORNIA,
REFERENCES
FIE[□ BOOK 507, SHEETS 80 & 81; FIELD BOOK 510, SHEETS 6 & 7; TRACT 919;
R.S. 24-6; CtlB PLAN NO. 422.
R-5243-S
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DATE BY DESCRIPTION
REVISIONS
APP'D.
APPROVED
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ss'T. PUBLIC WORKS DIRECTOR
R. E. No._,,12,,,so,,,s __
DATL..5 -?..-S -
DESIGNED
A.B.
CHECKED
WB.D.
DRAWN
G.L.W.
DATE
5-28-74
/
/
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BUILT
C-16/5
RIVERS/OE AVENUE
PEDESTRIAN ANO BICYCLE
TRAIL PLAN
CITY OF NEV/PORT BEACH R-5243-S
PUBLIC WORKS DEPARTMENT SHEET 2 OF 5
l
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3/8" STEEL PL.4TE CO//eR WIT/I ' RAISeD ,C-LOOR P.4TTeR,V PER 57D-512·L
PLAN-PARKWAY DRAINAGE STRllCTVRE
WEST SIDE OF RIVERSIDE AVE.
NO SCALE
-=-</Vl)(:E: /T,f!E. 7,,'"ft2KW.4. Y 0. 'LIIN/1GE Sfl2t/CT[l,w·~ '.4T 5T.4. (:?-fSOf//,11/LL
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l?C.C. P0.51 CAST '. ,,/ WIT.I-I WALL • • ✓ . -y
FRONT VIE'W -REINFORCED CONCRETE PL.AN7"ER WALL
, . . .
~OSPITAL ROAO
SCALE : Y2 "= I •
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SECTION A-A
NO SCALE
FILL 4T 2,1 TV JO/N GXl5T, Gt/LLeY INVERT
SECTION
NO
EX/5/. G.<?OV,VD LINE AT TREE ~-.. , ... • . ..._ I ..
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BACKFILL TO M4TCtl GX/ST.
J' / 1/'2 _. / SLOPE -OUT.5/0E OF VV4LL.
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B-B
E.J'IST. 12" EI.IC!.4LYPTOS
TOP OP E..l'IGT. SLOPE
/./OSPITAL ROAD
SCALE: fell= I'
5/73 DIETERICH-POST 21018 ,003 FJLM
.
SIDE VIEW
/-/OSPITAL RO.Li D
SC.4LE' J/2"= I'
T. C. ANO T. F. GLE V.
EL.27
/2' ( ST4. IG -f 75 • TO 17 -f 20 R/w,
VA/2/ES 20' ro l.?'(STA.16 f47 TO/G f 75)
#-4@12"110.e12.
l<EV FORMEO FPOM 2x4"
GxG '9/,-o@ ~ o,c WALK Wt/EAi WALK IS ON TOP OF ,Ct:JOTIN6 y:,' PREFORME:
JOINT FILLER
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TOP 0FPROPOSEO RETAINING WALL 7 I
FIN!St/E.D GROLINO SL!RFACE BEI-IIJ:10 PROP05ED RETAIN/NG W.4LL
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GROOVES SIIALL BE t/ERTIC/1L ¢ NOT NORMAL TD SIDEWALK
'!.
\9
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PROFILE~ REINFORCED CONCRETE',/kE'T.41NING
WeST SIDE OF RIVERSIDE /IIE.
SCALE: l"=IO' t/O/Zl20NT4L I"= 2' I/El2T/CAtf
-------
1,sr G/20UNO SL E VARIES
,.
-----
WALL
-
--CVT SLOPE AT 2: / F"20M ,B4CK OF SWK
1/.
TABLE -REINFORCING STEEL.
PANEL h, h2 t 8 ,. :11'' BdRS '6'" Bl/RS
END WALL
STA. /Gf47 5';...2" E'-2~' 9. 5 11 ' 4•-on #4@ 18" "'s CfP /8/'
@ s'-2 11 G'-2 11 9.5" 4' _ c311 #4@ 18" "'G @ /8"
@ G 1-P'' 7'-4"' 9. 5" !S'-G" #4@ /2" # G @ 12.'~
(Cl 7'-411 .!5'-S'I 9.5" .5'-r;;'' #4@ 12" £G@ 1211
@ :5'-s" 3'-G' 9_5• 4'-o" 44@ 18" #5@ /8"
® 3~GII 2 1-0'' 9.5" .3'-011 # 4@ 16" 44@ /8"
ENO WALL 2'-cY' R'-0" 9.5' 2'-~11 #4@ /8" #4@ /8" ST4.l7f20
* s. WN R. F'OR ~N5/01\15 :1/o
wirLL NOTES
TME LARGeR OF h 1 OR h2.
\, • •
1. PORTLAIW CEMENT CONCRETE SHALL BE CLASS 564-C-3000. "\
OET.4/L -REINFORCED CONCRETE RETAINING WALL
W€5T 5/~! o;,::;""7 AV€ •
2, REINFORC!tlG STEEL SHALL~BE DEFORMED BARS, GRADE 60, BILLET STEEL,
CONFORMING TO ASTM A-615 >.
3, ALL REINFORCEMENT SHALL BE SECURELY HELD HI PLACE WHILE PLACING
CONCRETE. \
4. rm BRICK OR POROUS MATERIAL SHAL~BE USED TO SUPPORT REINFORCING
OFF THE GROUIW OR FORMS.
/
WeST SIDI: OF R/Vl=RSIDE
NO SCALI:
_;,/
AVE.
5, HORIZONTAL STEM REINFORCING STEEL SH LL EXTErrn BEYOND EACH
CONSTRUCTIOII JOHIT 18", AND SHALL HAVE'\A SUITABLE BOND BREAKER
HISTALLED BEYOIID EACH JOINT. '"\_ ', 6. ALL FODT!IIGS SHALL BE 12" MINIMUM !IITO COMPETEflT UNDISTURBED
NATURAL SOIL OR CERTIFIED COMPACTED FILL. \
7, WALL SURFACES HH!CH ARE TO BE SANDBLASTED SHALL\QE SANDBLASTED
TO A DEPTH OF 1/8". THE FINISHED TEXTURE IS TO Bl;. UIHFORM IN
APPEARAIICE, AIID SHALL BE SIMILAR TO THAT Oil THE EXISTIIIG RETAINING
WALL 011 THE SOUTH SIDE OF HOSPITAL ROAD AT tlEWPORT BOULEVARD. ·, ..
8, NO REVIS!OilS SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGIIIEER,
APPROVED
1-----+----+--------+----I _tfl ;fl_ K,.L__
A55'T. PUBLIC WORKS DIRECTOR
R.E. NO /2606
\,.
' \, \. C-/615
. RIVERSIDE AVENUE
AS BUILT_ ---· -DATE BY DESCRIPTION APP'D.
DATL2" 2.f? -? '{
DESIGNED
.4.8.
DRAWN AJM .
RETAINING WALL
STRUCTURE
HOSPITAL
PLANTER WALL
8 DRAINAGE
DETAILS;
ROAD DETAILS
CITY OF NEWPORT BEACH R·5243-S
REVISIONS CHECKED
W.B.D.
DATE 5-28-74 PUBLIC WORKS DEPARTMENT SHEET 3 OF 5
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CITY OF NEWPORT BEACH DRAWN G!L.H:' DATE O-;?a._-?¢
PUBLIC WORKS DEPARTMENT APPROVED
CRChS'S SECT/O/\/8 PUBLIC WORKS DIRECTOR
R///ck'S/0£ AYE/VUE R.E. NO.
STA /6,.44 TO c5'TA. c?Orc?o DRAWING NO. ,f'-oc:?4.:5'-o'
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PUBLIC WORKS DEPARTMENT
CR06'6' 8EC770/V<S
R/t1/ER6/0E AYE/VUE
STA.c'Or60 TO STA. c'c?r9c.2o
(
Sh'T. .5 OF .5
DRAWN 0.L..I'✓-' DATE .::5"-2,5~?4
APPROVED
PUBLIC WORKS DIRECTOR
RE. NO.
DRAWING NO. R-Oc'4.3-S