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VICINITY MAP
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GRAPHIC SCALf ,N MllF.S
SYMBOL LEGEND
-0-POWER POLE
0 MANHOLE
"Cf FIRE HYDRANT
□ METER BOX
-0-VALVE
E-POWER POLE ANCHOR
,6, MONUMENT
-x-x-FENCE
BLOCK WALL
C~ TREE
!j'-J,, SH RUBBERY /":,f
.&.&..&& ASPHALT PAVEMENT ~~ BRICK WALK
I :·· .... : : ::I L_·:.c.·~.:c:J CONCRETE
r. ;;I
~.L/.L,_.c'4 BU IL DING
EXISTING CONSTRUCTION
NEW CONSTRUCTION ---i-CENTERLINE
----s-SEWER LINE
-----w-WATER LINE
--,;-GAS LINE -£-POWER LINE
-TEL-TELEPHONE LINE
-rv-CABLEVISION LINE
-sP-SPRINKLER SYSTEM
STREET LIGHT
EMERGENCY TELEPHONE
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (PUBLIC UTILITIES)
COUNTY SANITATION DISTRICTS
COMCAST CABLEVISION
COMMUNITY CABLEVISION
UNDERGROUND SERVICE ALERT
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LDC/\1lDN MAP
NUMBERS
NUMBER
634·0251
895-0221
611
644-3011
962-2411
542-6222 after e:oo 542·3975
720-4040
1-800-422· 4133
ESTIMATE OF QUANTITIES
CITY
NEWPORT
PUBJLXC WORKS
OF
BJEACH
D JE PARTTu!ENT
---c~~•----------,===--~
NO. DESCRIPTION QTY. UNIT
I REMOVE EXISTING PAVEMENT /l' IS, YH3 5.F.
Z PROTECT EXISTING UTILITY IN PLACE , ID EA.
3 PROTECT EXISTING PLANTER AREA IN PLACE 4 EA.
4 PROTECT IN PLACE I L.5.
l)',. 5 CONST 8"P.C.C W/ BROOM l"IN\5\-\ 255 SF 1---,,.c--1-~~=~~~--'--'---'---'--~-·-~··-·~~~~---~=~--7'-f-----+------j
!o CONSTRUCT lt'1TERLOCKING CONCRETE PAVEME1'!T PER DETAIL SHEET '2 j(\ I 8,485 5.F
'I ADJUS"I EXi5TIN6 METER TO GRADE I 3 EA,
6 ADJUST MANHOLE RIM TO GRADE :l t:.A.
9 REMOVE EXISTIN6 DRAINS 3 • EA.
10 INSTALL PRIVATE ST LIGHT {BY OTHERS l 8 EA.
17-REMOVE EXISTING BRICK 1,,23 SF.
l'.?1 REMOVE EXISTING TREE TRUNK I EA.
IMPROVEMENT STREET PLAN 14 REMOVE t:Xl5TIN6 CONCRETE DRIVEVJAY 754 5.F
I~ CONSTRUCT CONCRETE TOE \ At TU AL QTY. MAY VARY IN FlELD) 7':J9 5.E
lb EXIST f-\E.lJGE 10 6E REMOVED EiY OTI-\ERS I L.s_
FOR
PRIVATE ROADWAY l
OF TRACT NOo
M00 STREET
756
<ll S,\\\iC\H 10 EDS.E OF PIWEMENT
/1--➔'...,8--1--_,c_Cl_,!J_S_, __ ,_v_A_f\_\A-::B,-L,,,E_t-1_,E,.,1_&_i-l=-T-,-CU--RB_(D--"T:,-O_&,_'_' M~A_X_.\----,--,--,,-------:,---c:-----+-~3~"'--+-L~,-""--1
19 CDIJ~T MDD\f\ED CURB ACCESS RAMP PE?R C:iT'i t:JF /Jf\\/PDR:T BEA(H 2-fA.
STD. 16\· L·A
f\EPLACE PORTtDLl OF C:f\DSs ·GUTTEi R PoRE MDIJDU1\\\C.L'1 WtT\l, s.F.
ll Rl?.IJ\DVE EX\ ST. Sl DE\\JALK
NOTICE TO CONTRACTOR,
EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY LINES OR STRUCTURES
SHO~N ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS,
APPROVALS OF THESE PLANS DO NOT CONSTITUTE A REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE DR NON-EXISTENCE
OF ANY UNDERGROUND UTILITY LINE OR STRUCTURE ~!THIN THE LIMITS OF THIS
PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEANS TO
PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHO~N ON THESE PLANS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL ¼ORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY
AND HOLD THE OWNER, C1TY~ Tf\E ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE O~NER OR THE ENGINEER.
NOTICE TO CONTRACTOR:
PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT JS VALID UNLESS THE
FOLLOWING IS PERFORMED:
1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY
I . D. NUMBER .
2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY 1.0. NUMBER
FROM UNDERGROUND SERVICE ALERT (l-600-422-4133) AT LEAST T\-10 WORKING
DAYS PRIOR TO COMMENCING EXCAVATION .
SIGNED: DATE:
INDEX SHEET
GENERAL NOTES
1.
2. 3.
a.
9 .
}fl-,
11.
12.
THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM
TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STAND-
ARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 199[ EDITION
AND SUPPLEMENTS.
STATIONING REFERS TO CENTERLINE OF STREET.
EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BE-
GINNING CONSTRUCTION OF THE NE¼ FACILITIES.
CURB DATA REFERS TO FACE OF CURB.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR
AND FINISH TO ALL ADJOINING CURBS AND \JALKS.
ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF
STREETS AND DRIVEWAYS.
PAVEM[tff---5EB'HBNS--SH8\-/N ARE Ml N-H1HM--ANB---ffiJBJEGT TO REV l-&HlN
ANE>-7\f'PfUlW,L--81"-.:i+iE .. 8 ! TY AG REQt!+REB BY GO IL TESTS TAl~EN
AFTER GOMPLETION-8F-RBU8H-SRAB+NO.
SEWER MANHOLES SHALL BE LEFT BELO~ PAVEMENT GRADE AND BROUGHT
TO FINISH GRADE AFTER PAVEMENT IS !N PLACE.
THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AT 644-
3311 AFTER PLACEMENT OF FORMS AND PRIOR TD PLACING ANY CONCRETE
FOR CURB ANO GUTTER SO THAT THE FORM LOCATION CAN BE CHECKED TO
ASSURE ITS COMPATIBILITY ~ITH EXISTING CONSTRUCTION.
'FHE-OONTRAGTOR [SJ SIIALL 08-TMN ,~ PERMIT TO PERFORM El(GAVATIBN
O~B'lGH-WR-K-A6-8EBSITT-Bffi--lN--NG-. l-3-ABOVE-rf\OM CALfOSHA. 1---t--------------------------------+-----t------
THE CONTRACTORS SHALL REQUEST !MSPECTION FROM PUBLIC WORKS
46 HOURS IN ADVANCE OF PERFORMING ANY WORK (714] 644-3311.
ALL CONCRETE SHALL BE 560-C-3250.
COMPACTION NOTES: !PER SEC. 301-2.3 OF STANDARD SPECIFICATION
FOR PUBLIC WORKS CONSTRUCTION)
1. ROLLING SHALL ALWAYS BE COMMENCED ALONG THE EDGE OF THE AREA TO BE
COMPACTED AND THE ROLLER SHALL GRADUALLY ADVANCE TOWARD THE
CENTER OF THE AREA TO BE COMPACTED.
2. ROLLERS SHALL BE OPERATED ALONG LINES PARALLEL OH CONCENTRIC WITH
THE CENTERLINE OF THE ROAD BEING CONSTRUCTED. AND NO MATERIAL
VARIATION THEREFROM WILL BE PERMITTED, ALL ROLLERS MUST BE
MAINTAINED IN GOOD MECHANICAL CONDITION.
OR
DESCRIPTION SHT. NO.
3. THE RELATIVE COMPACTION OF EACH LAYER OF COMPACTED BASE MATERIAL
SHALL NOT BE LESS THAN 95%, EXCEPT IN THE AREAS BACI( OF CURB {Uf"DER
SIDEWALKS AND DRIVEWAYS). COMPACTION IN Tl!E EXCEPTED AREAS SHALL
BE PER SEC. 211-2 OF STD. SPEC FOR PUBLIC WORKS CONSTRUCTION WITH EACH
LAYER OF COMPACTED BASE MATERIAL HAVING A MINIMUM RELATIVE
COMPACTION OF 90%.
4. THE SURFACE OF THE FINISHED AGGREGATE BASE AT ANY POINT SHALL NOT
VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY
THE ENGINEER. TITLE SHEET I
STREET IMP. FOR PVT. ROADWAY 8 "M" STREET 2 5_ BASE WHICH DOES NOT CONFORM TO THE ABOVE FlEOUIREMENTS Si IALL BE
RESHAPED OR REWORKED, WATERED AND THOROUGHLY RECOMPACTED TO
CONFORM TO THE SPECIFIED REQUIREMENTS.
lo. COMPACTIGN AROUND MI\Nl-\DLE AND VALVE BDK 5\-\J\.LL 31'. p·srs
DETAIL GN R\G\-\T.
COMPI\C.T!ON AROUND M. \-\.
t VALVE !:>OX
!" d.
'i!
1/\
ill r----------------------~-------------------------------------------------------------------------------1:;;
PREPARED FOR, FIRE PROTECTION APPROVAL PREPARED BY: l'ofSSS1a,.,, ::; BENCH MARK
"P.K." NAIL/WASHER IN BASE OF STREET
L!GHT #N-81 AT E'LY END OF
CURB RETURN, S.E. CORNER"!" STREET
AND BALBOA BLVD.
ELEV,= 5.94' M.S.L.
131\'<FRONT A.T 6~LBQA 1-\DME OWNERS ASSDL HUNSAKER B. ASSOC. • INC. ,;; \,:;:.,.,._~s""'s_.;,::_,/< ..9"
2109 Ell.ST 6A.'il'RONT THREE HUGHES /;'/ "'"'c; <f. %_ "' _ •. r.N
IJEWPGRi BE.ii.Cl-\, U, 12/ofol IRVINE, CA 92718 "' 'z . :<J
Ts.L' 714-596-1~41 ,--..._ TEL: (7141 583-1010 el NO. 38796 Ri ,1,<1>
FETER. 51-\E,\. .~;: _,,.~,,_ ... .:~f.L,tt~-.ti /'Au-,,_,.,r-'t~ ~ . .,,"' ~~ , ~ _ -:4_,./:'."l __ · _ l~.tl.. /4}_ -, ., • -"'I;· , _ , ;-~ C/VJL ,.,I'~ o
\._-J-:t8WPORT BEA H FIRE DEPARTMENT DOUGLAS L. STALEY ORCE 38796 (EXP. 3.'.31~93) DATE Or, CAL\f tii ,-
t----------------------~-----,-----------------~---1----.----,--.---------~--,---,-----------------------------➔~&
BASIS OF BEARINGS
"EAST" BEING THE CENTERLINE OF BALBOA BLVD. (FORMERLY
CENTRAL AVENUEJ, AS SHOWN ON A MAP OF TRACT NO, 766,
PER MAP THEREOF, RECORD !N BOOK 28, PAGES 7 AND 8,
RECORDS OF SAID ORANGE COUNTY.
CITY OF NEWPORT BEACH STREET IMPROVEMENT PLAN ~z
FOR ~~ THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR
CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS PRIVATE ROAD1JAY l1 "M" STREET i 'I'
ONLY. THE CITY JS NDT RESPONSIBLE FOR DESIGN ASSUMPTIONS r; ~ 4 N
AND ACCURACY. r 5:4/•3 ,l ~ !,\ tE..Y-;_sf"\~M~~l,.i~s-C..11~8e.l'f,0~~ f:Jfe: ~/,¥_/~ Of TRACT NO. 756 @ ~
-., /' ' I .. /1 !-'-1·~·+--f=l!..:,~,,_e,_,:_=N'W"--"E"=-·-'""""'""""'"!:'"'-· "Z-,=~:,:;4:,,H,.c•• .. .,,<>"-'-· --l''"''-''""'-"'""/"''~+------,,-------,--------------,-------1, ,! ~
! • '/ 7 .. /' (/ I '/ I DESIGNED DRA~N ~ 0 , :\ j .! 1. ,1 1 /[1 y J/,_,r _!/1),-"•·· 2,./977 DATE BY: DESCRIPTION APP' D :r,s.u :is.~. CITY OF NEUPORT BEACH ~ 0. • / \ <'.'.<;?-vztY ,_./ 1,_, "/ ~ ~ !iJ---'" 7 "' APPROVED ---,~C~J~T~Ysc,E,;;eN~G .. I~N~E~E=R~~-------'"'~-D~A~TE--REVISIONS c'i;:~KE~ ig/1/91 PUBLIC WORKS DEPARTMENT SHEET l OF 2 :l: j
ST. IMP. PLAN TR. 755/T!TLE SHEET [2l -605[0,363JPF, 224 9002 07-0ot-91 12,30 PM/ 051-224·6
(-" \
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STIRRIJPS @ 3fo" o.c.
CONCRETE GUTTER
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CONDU\1 fOR PRl\i/\1E C:.T. LltiH1 5'\'5Tf;.M
SH!\LL BE LDCf\.TED DUTSIDE OF PUBLIC.
R \Gl-\T DF WI\'{. \ N NO EVENT 5\.\/ls LL THE
PR\V/\TE ST LIGHT CONDUIT 6E LDC.l\'TED
W\T\-\ IN PUBLIC. RIGHT OF \\IJ\Y.
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@-R£MDV£ EXISTI/JC.; SIDEWALK -~-Re PLACE PORTID/\J /Jf CJ( C.RDSs·GUTT'E'R,
'<::J PllRt MOIJOL/THICL y WITH CURB RAMP
@·c.olJST MODI F/£D c.uRB ACCESS RAMP
PER C.!TY OFM£1/JFDRT BEAi'.H STD.181·L-A.
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