HomeMy WebLinkAboutR_5818_SCITY OF
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VICINITY MAP
NOT TO SCALE
SYMBOL LEGEND
---0--POW.::R POLE
Osco SANITARY SEWER CLEANOUT
C)SMH SNi'TARY SEWER MANHOLE
<.,>-O ~-/ FIRE HYDRANT
n__'111L. u --WATER METER BOX & SERViCE
nGM u GAS MF:TER
POWER POLE ANCHOR
MONUMENT
FENCE
BLOCKWALL
TREE
SHRUBBERY
ASPHALT PAVEMENT
BRICK WALK
EXISTING CONSTRIJc-noN
PROP£RTY LINE ----NEW CONSTRUCTION
CENTERLINE
SEWER UNE
--------W-------·· WATER LINE
-----E -----POWER LINE
-T---TELEPHONE LINE
-CATV-Cfo.8l[\1SION LINE
---SP--
:a:
7:r
*
SPRINKLER SYSTEM
STREET LIGHT
SIGN
GARAGE OPENING
YJINDOW
SPRINKLER
ABBREVIATIONS
AC ASPHALT COMCRET[
DIP DUCTILE IRON P!PE
\/CP Vi1RIFIED CLAY PIPE
RWV RESILIENT WEDGE VAL\/f,
FE FLANGED END
MJ MECHANICAL JO!Nf
NTS NOT TO SCALE
RT RING TIGHT
STL STEEL
ABAND ABANDONED
IP&T IRON P!PE ANO TAG
MON MONUMENT
CATV CABLE TV
DWY DRIVEWAY
co CLEANOUT (SEl'IER)
ARV A!R RELIEF VALVE
8/APPR DACK OF ALLEY APPROACH
EV ELECTRICAL VALVE
SW SIDl:WALK
WWF WELDED WIRE FABRIC
MLCCSP MORTAR LINED CEMENT COATED
STEEL PIPE
RCSCP REINFORCED CONCREiE STEEL CYLINDER PIPE
0 4"11.C. CORING INFORMATION
MCWD MESA CONSOUDA TED WATER DISTRICT
EMERGENCY TELEPHONE NUMBERS
PUBLIC WORI<CS DEPARTiv.1[EJ\TT
BAYS~DE DRIVE
STREET~MPROVEMENTS
C-3556
CURB ACCESS RAMP DETAIL
NOT TO SCALE
w'LY
R/W
I
'/'/LY
R/W
I
GENERAL NOTES
1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL
BE CONSTRUCTED !N ACCORDANCE wrn-1 THE "STANDARD SPECIFICA110NS FCR
PUBLIC WORKS CONSIBUCTION," 1997 EDITION AND SUPPLEMENTS TO D.A.T£, EXCEPT
AS OTHERWISE STATED IN THE cnYs STANDARD SPECIAL PROV!S!ONS, OR IN iHIS
CONTRACT'S SPECIAL PROVISIONS.
2, EXISTING UNDERGROUND UllUTIES ARE SHOWN AS PER AVAILABLE
RECORDS, THE CONTRACTOR SHALL BE RESPONSIBl.t FOR
VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE
FIELD PRIOR TO BEGINNING CONSTf,UCllON.
3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR,
DiMENSION, AND FINISH TO ADjOINING IMPROVEMtNTS,
4, P,C,C. SHALL BE CLASS 560--C--3250,
5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g, WATER VALVES, sea, SURVEY MONUMENTS,
SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINiSHED
GRADE. All OTHER U17U17ES SHALL BE AD.JUSTED TO GRADE BY OTHERS,
6. PROf'OSED PAVEMENT, CURB AND GUTTER, SIDEWALK. DRIVEWAYS ANO OTHEI< IMPROVEMENTS
SHALL MATCH AND JOIN UNE ANO GRADE OF EXISTING IMPROVEMENTS,
7. SEE T--5904-S FOR STRIPING PLANS.
CONSTRUCTION NOTES
0 REMOVE PAVEMENT AND/OR BASE MATi:RIAL
(i) COLD MILL ASPHALT PAVEMENT TO A DEPTI-1 OF 2-INCHES.
G) 6-INCH CRUSHED MISCELLANEOUS BASE.
0 2-INCH TH:GK ASPHALT CONCRETE BASE COURSE.
® 2-INCH !HICK ASPHALT CONCRUE OVERLAY,
(6l TYPE "A" PCC CURB AND GUTTER PER CNB STD-182-L, 6-INCH CURB FACE. ,_._,,
(7) 8-INCH r.--iiCK PCC PAVEMENT, ,_.
(s) SAWCUT .i\ND REMOVE UPPER PORTIONS OF EX!S7lNG CURB INLET AND
-RECONSTRUCT CURB INLET PER APPL!CASLE PORTIONS OF GNB STD-305-L/\. ® 8-INCH THICK PCC CROSS GUEER,
@ PROTECT IN PLACE,
@ CLEAR, GRUB AND Gf,ADE TO DRAIN.
@ VARIABLE HEIGHT CRUSHED M!SCELLANEOUS BASE AND
AND 2-INCH THiCK ASPHALT CONCRETE BASE COURSE. @ TOP SO!l FILL
@ PVC CURB DRAINS PER DETAIL ON SHEET 2,
@ 4-INCH THICK PCC SIDEWALi<.
@CURB ACCESS RAMP PER DETAIL HEREON,
@rec COMMERCIAL DRIVEWAY, TYPE II, PER CNB STD--161-L.
@ PCG COMMERCIAL DRIVEWAY, TYPE I, PER CMB STD-11'.iG-L
@ ADJUST FIRE HYDRANT TO FINISHED GRADE,
BAYSIDE DRIVE
STA 10+21.31 TO 14+85
BO'
STA 16+66.62 TO 19+90
TYPICAL SECTIONS
NOT TO SCALE
E'LY
R/W
I
E'LY
R/W
I
NOTE: EARTHEN SLOPES 1-FOOT BEHIND SIDEWALK OF BACK-OF-CURB SHALL BE 2% SLOPiNG TOWARD THE STREET. ~~ ~F~ REf',; R-5579-·S; R-5307-S; TPARll2,DXF; TPARK3.DXF .
DAY NIGHT L QC AT IQ N MAP f~~,; \\EN J; .Cc:~\, AK:R~~il RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED R\v:~~rrc:o , r~_ _
SOUTHERN CALIFORNIA GAS COMPANY ;i (;1.9,;J~ __ ~ -
rAc1nc TELEPHONE coMPANY 611 s11 ~ ~ u: • -~~-~1ch-"t,~.\ ___ ~_C1._ , Uc~~ J_.._~J __ • _ IN.A PR,N~~~~tl'i{'4J:jNEER BAYSIDE ORI.VE
i
II
SOUTHERN CAUfORNIA EDISON COMPAflY (800)-611-1911 (800)-611-1911 §§ j"lA 1 J " ! (). ~ t~ l--(~~· -,~·~ TITLE SHEET
CITY OF NEWPORT BEACH (UTll.lllES OEPAR'!MENT) (949)-644-3011 (949)-644-3717 No. 33~ 7'7 GENERAL SERV!CES DIRECTOR UTIU ES RECTOR TRANS!' & DE SER\1CES MANAGER ,M v 7 'l ~ ~ I CALL TOLL FREE ORIINGE COUNTY SANITATION DISTRICT (714)--952-2411 ~Exp. 6-30-06 /) J 1 R,C.E. NO, 25553 R.C.E. NO. 22045 i,:D::,:A;.:TE:.;;-;;;-1:;;;--';;;L i:;;li;.;:_\_;,.;;;~';;;0;;;0;;;__):;·-;;,;·--;;~------~---~-.-------!I
1-800-422-4133 C~6~~;o3~~L~ERVICE ALERT g6t)-::_~'!f2-::_~~~~ ~16~}--64i4i_6J.~~ ~~_c': -~-~ DATE _'5 i (J°'% DATE.$ 2o~_jL __ DATE N\4M\ '1 2.oo?:,__ -DESIGNED SL DRA_v~_MQRACIA CITY OF NEWPORT BEACH R-5818-S '
BEFORE YOU DIG MESA CONSOLIDATED WATER DiSlR!CT (949)-574-1000 (949)-631-1200 -~~~ CHECKED DATE PUBLIC 'NORKS DEPARTMENT SHEET 1 Of 2 ""=======-""""""===========-========-=====-==================~----~·=·================~-~~=-=-======~===========,========"'=========-=========-=========-==<=,,,,;;R;;S,,b,,..lOefu7.;:Mg;.AbY,i:c2~00~3-==============l;,,,,.======d
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u
lj
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12
11
13
12
14
13
'
/ -N10d 01' .W"E
9+ ,-159,86'
14+00 15+00
->622
ONTROL PLAN HORIZONTAL CNOT TO SCALE
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i-.
I ! -------i----r----!
:::.!:::,-~-I I -' ..,., "-
""': tO
PROPO~?-~::"..UTTf:R F/l~ --~1 r1 --
I
16+00 17+00
~---I ---
18+00
~oCI< RIP-R,W ,rn 5" MAX ~ , TIED DRA!l, ~=
-" -' r;: ,,
co -.:t-...... ,-d ::::=. --
,{" PVC PIPE /
s--0.25%
co "--
N ~;"•-
~ '': ------
19+00
CURB DRAIN Dl;_T/\l~_
NTS
NOTE· " C ON 5" -~-B.
• El(IS~NG PA\IEMi:NT IS0..3Lv ~E;AOVE PLANT MATERIAL I, SHAil " . E.
z CONlllACTO\o CON~TRUCT SIVAL 1REES UGHllNG,
' AS NEEDED -PROTECT E.XISUNG '1lc$ -IN PLJ\CL J. ,RRJGA 110N AND O - , CONTRACTOR SHA!fHER PARKWAY FACILl '
~~ "';,!~~
'fil4;--~,~
No.03~gpJ04 El<J>. ~
&<if,;:, CI~~• ~-
K2 OXF· 1PARK3.DXF , • R-5307-S; WAR , ,
REF: R-5579-S, ~ CRASS GUTTER
SL l ADJU~' .v
9/16/03 1'2 MODIFY ·DRAINAGE 10/2/03 SL
DATE BY --IPTION OF REVISIONS
DESC!l -··
DESIGNED
I ii ' I
o:J ;; -
0::
10
11
-111
--10
.... ··-l···-···-
i
20+00
SHADING LEGEND
SC.A.LE 40'
_] PCC
cJ;)
C-3556
R-5818-S OFNEWPORTBEACH h~im~.~25"c~~-2? I CITY EPARTMENT PUBLIC WORKS D