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z CITY OF COLLEGE
BAKER
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19TH ST.
16TH STREET
UPPER UNI\/ERS!
PUBLIC WORKS DEPARTMENT
16TH STREET~ MARGUERITE AVENUEj
SHORECL~FF ROAD9 AND CORONA DEL MAR
GENERAL NOTES
t. All WORK DETAILED ON 77-IESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS
OTHERWISE STA TED iN lHE CIT'r"S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S
SPECIAL PROVISIONS, Bf CONSTRUCTED IN ACCOl?DANCE WITH THE "STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION, AND SUPPLEMENTS TO DATE
•• 2 EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOFI SHALL
BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO
BEGINNING CONSTRUCTION.
3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO
ADJOINING IMPROVEMENTS.
4. THE CONTRACTOR SHALL REFER TO "PCC WORK LOCATIONS" IN THE PROJECT SPECIF/CATIONS FOR
THE UST OF PCC WORK LOCATIONS.
CON STR U CTI ON NOTES
STREIT
(j) REMOVE EXISTING AC PAVEMENT TO 2" BELOW T'riE PROPOSED FINISHED GRADE.
@ REMOVE EXISTING AC PAVEMENT, THICKNE:35 PER TYPICAL SECTION.
@ VARIABLE rrl/CKNESS WEDGE COLD MILL EXISTING PAVEMENT
(j) VARIABLE THICKNESS COLD MILL EXISTING PAVEMENT FOR TRANSITION PA 'vEMENT.
@ CONSTRUCT VARIABLE THICKNESS CONVENTIONAL AC LEVELING COURSE, AS REQUIRED.
@ CONSTRUCT 2" T/11CI( ARHM PAVEMENT.
(z) RECONSTRUCT EXISTING PCC SIDEWALK PER CNB STD-180-l AT THE LOCATIONS
SHOWN ON Tr!E "Pee WORK LOCA T!ONS" AND AS IDENTIFIED BY Tl/£ ENGINEER IN THE FIELD.
@ RECONSTRUCT EXISTING PCC CURB AND GUTTER PER CNB STD-182-l AT THE LOCATIONS
SHOWN ON THE "PCC OF WORK LOCATIONS" AND AS IDENTIFIED BY THE ENGINEER IN THE FIELD.
@ RECONSTRUCT EXISTING PCC CROSS GUTTER PER CNB STD-185-L
@) ADJUST WATER V4Lvc COVER TO FINISHED GRADE.
LIBRARY PARK~NG LOT REHAB~L~TA T~ON PROJECT
@ ADJUST MANHOLE FF/AME AND COVER TO FINISHED GRADE.
@ INSTALL PAVEMENT STRIPING AND MAl?KERS PER CNB STRIPING PLAN NO T-5851-S A/ID T-5853-5..
@ CRACK SEAL ALL EXPOSED PAVEMENT CRACKS LARGER THAN 1/8" IN ,WOTH
VICINITY MAP
SCALE: 1" = 4400" MARGUERITE AVE AND
COM LIBRARY PARKING LOT
SHORECLIFF ROAD -~
SYMBOL LEGEND
--0---POWER POLE w'LY
If.
(Q'SSMH SANITARY SEWER MANHOLE
= 50' I tf FIRE HYDRANT
0-~ WATER METER BOX & SER\11CE
>-----12 5 J~O,"-'-ll/~/2/,~
10.5'
□GM GAS METER
6 5' c.t4 6.5' 6.5' I 1,5• 1.5'
---0----VALVE
PO'M::R POLE ANCHOR
f1 MONUMENT b ,l.k •\lclikwc-• . I . .
-x-x-x-FENCE
BLOCKWALL
0 1REE
ww SHRUBBERY SHORECLIFF ROAD
.at; .,(LL,L,CL .LL£.. ASPHALT PAVEMENT
TYPICAL SECTION-NTS
m'"····· 0::::,;:: BRICK WALK
I I , ',' ·.•,' .. '..: CONCRETE
~// tli'.r1/lj BUILDING ----EXISTING CONSTRUCTION ----PROPERTY LINE
NEW CONSTRUCTION
____ 'f__ -CENTERLINE
___ -5 ____ SEWER LINE
-----W-----WATER LINE
---G---GAS LINE -E--POWER LINE
-TEL-TELEPHONE LINE
-CATV-CA8LEvlSION LINE
-SP--SPRINKLER SYSTEM
b STREET LIGHT
-u-SIGN
l==-9 GARAGE OPENING
I::::: ;J \\INDOW
* SPRINKLER
EMERGENCY TELEPHONE NUMBERS
CALL TOLL FREE
1-800-422--4133
BEFORE YOU DIG
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFlC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (UTILlllES Dl\1SION)
ORANGE COUNTY SANITATION DISTRICT
COMCAST CPBLEVISION
UNDERGROUND SERVICE ALERT
DAY
(800) 624-8153
(800) 611-1911
611
(949) 644-3011
(714) 962-2411
(949) 542-6222
BOO) 422-4133
NIGHT
(800) 624-8153
{800) 611-1911
611
(949) 644-3011
(949) 542-6222
{800) 422-4133
/0.5'
,-;. .• )j;. .;J<.i"';.'lt,j,j
I
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C-3393
APPROVED:
DIRECTOR OF PUBLIC WORKS R.C.E. NO. 16791
LOCATION MAPS
NOT TO SCALE •
DAlE BY
N'LY
If.
0
10·
W1. Y
If.
N'lY
ff.
15'
2,0'
8
12'
1.5'
(j]) CONSTRUCT 2" THICK AC PAVEMENT.
PARf(INfi LQT
@ HEMOVE EXISTING AC PAVEMENT TO 3" BELOW PROPOSED PAVEMENT FINISHED Cl?ADE.
@ REMOVE EXISTING AND CONSTRUCT NEW 4'' THICK PCC PAD
@ REMOVE £Xi5l7NG PCC STEP.
@ INSTALL NEW 2"X4" REDWOOD HEADER TO MATCH TOP OF NEW PAVEMENT.
@ CONSTRUCT 3" THICK AC PAVEMENT.
@ REINSTALL EXISTING CONCRETE VEHICLE WHEEL STOP. ALL f'mEEL STOPS SHALL BE INSTALLED
WITH TWO #4 RE!NFORC/NG BARS AT A MINIMUM OF 6" INTO THE NEW PAVEMENT.
@ REMOVE AND DISPOSE OF EXISTING AND CONSTRUCT NEW 6" THICK PCC SWALE
@ INSTALL PAVEMENT STRIPING PER CNB STRIPING PLAN NO. T-5857-S.
70'
£'LY
Fl
>---------<:~10X 11 X12'{13)i----------i ~ --·--
7.5' 71' 11' 7.5'
72' TO 82'
18' TO 32' 18' TO 28'
1.5' 15'
;0 I
8' to 20'
S'LY
f.
I 5 6 /0 II 12 EX. 4"-9' AC/7"-9" AB
13'
16TH STREET
STA. 10+65 /0 srA. 25+58.43
NTS
72'
1.r
1 6 10Yii 12 13
1.0% TO 1.45% I. 0% TO I. 95%
24'
7)
~
S'Li'
if.
i..+--..r~,~-~-~ ~---~~-f@~~-4"_::~~~-~:~ -,__-1,..1
DESCRIPTION APP'D.
RE'ASIONS
16TH STREET
STA. 25+58.43 TO STA. 28+97.00
NTS
APPROVAL RECOMMENDED AP-PROVAL RECOMMENDED Jt,,t,0~ fu4.a~
GENERAL SER\/lCES DIRECTOR UllUTIES SERIACES MANAGER
R.C.E. NO. 25333
DATE S -\ 3'. 0 \ DA1E .5-1 7-41
APPROVAL RECOMMENDED
~~~ER
R.C.E. NO. 22045
DATE 5-!?• cJI
R-5768-S
SHEET 1 OF 5
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5 ~ :::J z
\ \ \
96
94
92
98
96
94
94
92
96
94
94
92
>-------+'----~~
35+00
SCALE: 1"=4il'
36+00
"' -+
36 "'
''-Ca• ~CP
-_1 ___ ~t"1
I •
-~12:-A; ::r-
\ --
@
-400-
37+00
I ... ,
, EX. 6" AC/NATIVE~ ''--12" DIP ! ~ -.J...-/j' 37 ~ EX. 6" GAS ....,____ -
PROFILE SCALE
HORIZ. 1 ''=40'
VERT. 1 "=4'
38+00 39+00
---
1sl ·~ 38. lfi
R -. ,_
~i ----~ ----------= ....... · -. ;,, ---
-416--418--420--422--424--426-
MARGUERITE AVENUE
40+00
112
110
108
112
110
112
110
112
110
112
110
108
(j)
@
@
0
@
@
@
(Jj)
CONSTRUCTION NOTES
REMOVE EXISTING AC PAVEMENT TO 2" BELOW THE PROPOSED FINISHED GRADE.
CONSTRUCT VARIABLE THICKNESS CONVENTIONAL AC LEVELING COURSE. AS REQUIRED.
CONSTRUCT 2" THICK ARl-lM PAVEMENT.
RECONSTRUCT EXISTING PCC SIDEWALK PER CNB STD-180-L AT THE LOCATIONS
SHOWN ON Tf/E "pee WORK LOCATIONS" AND AS IDENTIFIED BY THE ENGINEER IN THE FIELD.
F?EC0NSTRUCT EXISTING PCC CURB AND GUTTER PER CNB STD-182-1. AT THE LOCATIONS
SHOWN ON THE "pee WORK LOCATIONS" AND AS IDENTIFIED BY THE ENG,NEER IN THE FIELD.
ADJUST WATER VAL VE COVER TO FINISHED GRADE.
ADJUST MANHOLE FRAME AND COVER TO FINISHED GRADE.
INSTALL PAV£'vf£NT STRIPING AND MARKERS PER CNB STRIPING PLAN NO. T-5851-S AND T-5853-S ..
CRACK SEAL All EXPOSED PA VO,f[NT CRACKS LARGER THAN 1/8" IN WIDTH.
LEGEND ~ PAVEMENT RESURFACING
REF: 16...MARGUERITE.DXF C-3393
SENIOR Cll/lL ENGINEER
R.C.E. NO. 43003
DATE 5 -I 7-V /
MARGUERITE AVENUE
FROM COAST HIGHWAY TO 5TH A VENUE
DESCRIPTION APP'O. DESIGNED n DRAIIN MGRACIA CITY OF NE\AJPORT BEACH R-5768-S l>---~-~-----------~--n-----t--~~"-ll DATE BY
REl/lSIONS CHECKED DATE
RS 01 FEB 2001 SHEET 2 OF 5
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I f!l
I
CD
(Ii
@
0
®
®
@
®
@
@
112
110
112
110
112
110
112
112
110
130
45+00
1-<1-------------------------------------------1;1x5x5x1xa)72Xl3)'l-------------------------------------------------c,~
41+00 42+00 43+00 44+00 46+00 47+00 48+00 49+00 50+00
CONSTRUCTION NOTES
CONSTRUCT 2" THICK ARHM PAVEMENT.
RECONSTRUCT EXISTING PCC SIDEWALK PER CNB STD-I80-l AT THE LOCA T/0NS
SHOWN ON THE "PCC WORK L0CA T!0NS" AND AS IDENTIFIED BY THE ENGINEER IN THE FIELD.
RECONSTRUCT EXISTING PCC CURB AND GUTTER PER CNB STD-182-L AT THE LOCATIONS
SHOW./\/ ON THE "PCC WORK LOCATIONS" AND AS IDENTIFIED BY THE ENGINEER IN THE FIELD.
RECONSTRUCT EXISTING PCC CROSS GUTTER PER CNB STD-I85-L
AD.JUST WATER VAL VE COVER TO FINISHED GRADE
AD.JUST MANHOLE FRAME AND COVER TO FINISHED GRADE
INSTALL PAVEMENT STRIPING AND MARKERS PER CNB STRIPING PLAN NO T-5851-S AND T-5853-S ..
CRAG.I( SEAL ALL EXPOSED PAVEMENT CRACKS LARGER THAN 1/8" IN WIDTH
5 ro
0 +-601-
\,!
--------
-603---605--607--609--611--613-
MARGUERITE AVENUE
REF: 16 MARGUERITE.DXF
SENIOR Clllll ENGINEER
R,C.E. NO. 43003,
: DATE 5 -17-0I
EX-6" GAS
C-3393
MARGUERITE AVENUE
FR0~1 COAST HIGH\VAY TO 5TH A VENUE
DESCRIPTION APP'D. DESIGNED FT DRA\\N MGRAC!A CITY OF NE\\1PORT BEACH R-5768-S 11--~-~-----------~--it==::----r-::-:=------11 DATE BY
RE"1SIONS CHECKED DATE
RS 01 FEB 2001 ,HEET 3 OF 5
! cc I LL1
I~ !,
COROtvADO AT NEWPORT (APARlii1ENTS)
f-,<:l-------------------------------------------1C:i'fJJL'(JJijy;[}J---------------------------------------e>-1
II
II
II
I I 14'
.. 1 .. -.
SCALE: 1 • = 40'
11
----~ ----~ -----~ -----....,.,.,_, -..... -=----=-=-=-_..., ...... -....,, ..,,.,,,,,... """' -------EX. 2' GAS·
-\;_ EX. 2"-Gi\-S ··-
x. COMCAST VAULT
"'
@ I
NEWPORT HARBOR HIGH SCHOOL
/ '-
11
I
'--EX. COMCAST VAULT
NTS
_. .• ---" "· --"\ \
\
-tN I
I .---'-, '/ ' / ---~
4
"I,.. ~:'.5 ,n,ir +'~ "'b ""I
"' 1:;; "' u !w ID [D
,n ....
sf ... j;
"'
50'
"' ...
o;; c:: +
"' "
--
-801-
3
-747-\
CONSTRUCTION NOTES
(]) REMOVE EXISTING AC PAVEMENT TO 2" BELOW THE PROPOSED FINISHED GRADE
(g) REA10V[ EX/Sl7NG AC PAVEMENT, REMOVAL THICKNESS PER TYPICAL SECTION.
Q) VARIABLE THICKNESS WEDGE COLD Mill EXISTING PAVEMENT.
G) VARIABLE THICKNESS COLD MILL EXISTING PAVEMENT FOR TRANSITION PAVEMENT.
@ CONSTRUCT VARIABLE THICKNESS CONVENTIONAL AC LEVELING COURSE, AS REQUIRED.
@ CONSTRUCT 2'' THICK ARHM PAVEMENT.
(z) RECONSTRUCT EXISTING PCC SIDEWALK PER CNB STD-180-L AT THE LOCATIONS
SHOWN ON THE "LIST OF WORK LOCATIONS" AND AS IDENTIFIED BY THE ENG/NEE,9 IN THE FIELD.
@ F?ECONSTRUCT EXISTING PCC CURB AND GUTTER PER CNB STD-182--l AT THE LOCATIONS
SHOWN ON THE "LIST OF WORK LOCATIONS" AND AS IDENTIFIED BY THE ENGINEER IN THE FIELD.
@) ADJUST WATER VAL VE COVER TO FINISHED GRADE.
@ ADJUST MANHOLE FRAME AND COVER TO FINISHED GRADE.
@ INSTALL PAVEMENT STRIPING AND MARKERS PER CNB STRIPING PLAN NO T-585/-S AND T-5853-5.
@ CRACK SEAL ALL EXPOSED PAVEMENT CRACKS LARGER THAN 1/8" IN WIDTH.
@ COSNTRUCT 2" THICK AC PAVEMENT.
LEGEND
v½½1 COLD MILL /l1T,4 PAVEMENT OVERLAY
REF: 16....MARGUERITE,DXF C-3393
REVIE'i£D
SENI R CIVIL ENGINEER
R.C.E. NO. 43003 .
DATE 5 -1/ -0/
16TH STREET AND
SHORECLIFF ROAD
DESCRIPTION APP'D. DESIGNED n DRA\\N MGRACIA CITY OF NEWPORT BEACH R-5768-S 11----'---'------------~---ll-c-c,.,,.,-,,,--~+,-,-,=-~=-"i! DATE BY
REVISIONS CHECKED DA TE
RS 01 8 001 PUBLIC t'.'ORi(S llEPAR1?.lB4T HEIT 4 OF 5
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BM: E-771-R54
EL.=104.74
1976 ADJ.
CONSTRUCTION NOTES
@ f?EMOVE EXISTING AC PAVEMENT TO 3" BELOW PF?OPOSED PA YEMEN T FINISHED GRADE.
@ REMOVE EXISTING AND CONSTRUCT NEW 4" THICK PCC PAD.
@ REMOVE EXISTING PCC STEP.
@ INSTALL NEW 2"X4" REDWOOD HEADER TO MATCH PAVEMENT FINISH GRADE.
@ CONSTRUCT 3" THICK AC PAVE.\4ENT.
@ REINSTALL EXISTING CONCRETE VEHICLE WHEEL STOP. ALL WHEEL STOPS SHALL BE INSTALLED
WIT!-/ TWO #4 REINFORCING BARS AT A MINIMUM OF 6" INTO THE NEW PAVEMENT.
@ RECONSTRUCT 6" THICK PCC SWALE, WITH 3/8" LIP AT EDGE OF PAVEMENT.
@ INSTALL PAVEMENT ST.RIPING PER CNB ST.'?iP/NG PLAN NO. T-5857-S.
REF: CDMUB.DXF C-3393
5-/7-ol
CORONA DEL MAR LIBRARY
PARKING LOT REHABILITATION
DATE
DATE SY DESCRIPTION APP'D. DESIGNED
REVISIONS CHECKED
DRAll'N
FT FT
DATE
BS 5 15 01
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
R-5768-S
SHEET 5 Of 5