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2 CONTT TYPE 2 CURB & GUTTER PER TYP SEC.
3 CONST PC.C. SIDEWALK, 411THICKI4'WIDEI2 "OFF R/W LINE..& LANDINGS.
4 CONST. P.C.C. CROSS GUTTER & APRONS PER DETAIL & TYP SEC.
/ 5 CON ST. 811VC.P SEWER MAIN WITH STANDARD MANHOLES & 6"VC.P LATERALS TO EA. LOT.
6 CONST 611ASBESTOS CEMENT PIPE WATER MAIN WITH 6" GATE VALVE & I" SERVICES TO EA. LOT
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FULLERTON AVE.
15TH STREET
PLAN AND PROFILE FOR
STREET IMPROVEMENTS IN
TRACT NO 410 6,
NEWPORT BEACH e CALIF.
APRIL 3 1961
ENGINEER
X15( DATE A .,� /9G
D. SOUTHWORTH — RC.E.6579
COSTA MESA SANITARY D157—PICT
APPROVED DATE
PRESIDENT
GENERAL NOTES
BENCH MARK i County Surveyors Nail & Disk "R.E.SGI" on center of curb return,
E. of intersection of ISTO St. AcIrvineAve. Elev .=83.02,Cityof Costa Mesadatum.
The elevations shown on this plan are based on City of Costa Mesa datum, being
:r 102.44 below City of Newport Beach datum. City of Costa Mesa datum minus
O.GO • County of Orange 1958 datum.
I. At I curb data refers to face of curb.
2.A11 stationing refers to centerline of streets.
3-The sewer system shall be instal led to the satisfaction of the Costa Mesa
SonitaryDistrict.
4.The water system shall be installed tothe satisfaction of the Director of Public
AVE,Z� Works of the City of Newport Beach.
5.All improvements shall Conform tothe attached specifications and shot%be
completed to the satisfaction of the Director of Public Works - Newport Beach.
6.One water service shal 1 be installed to eacin lot, location to be determined
by Plot Plan furnished to the City Inspector by the. Subdivider.
T If driveway d¢pres5ions are made,driveway approaches will beconsidered a
part of this plan and constructed per City of Newport Beach standard.
8. Sewer manholes shall be left below pavement grade and brough++o finish
grade after pavement is in place.
9. All underground work shall be completed prior to paving of streets.
I0.)9� denotes sewer stationlno, from low and of main,sewerlaterals
are stationed by this stcitioning-
14,Construct water mains with minimum 30 "cover.
I5 Al l obstructions within street Right of Way to be removed or relocated.
ESTIMATED QUANTITIES -
Excavation___ _ ____ _ -415 C.Y. WN.CP. Sewer Main ___ ___ ___246 L.F.
2" Aspholt Concrete _____10,5505.F. ro" V. C.P. Sewer Laterals _______'L 10L.F.
Aggregate Bose _ _ _ _ _ _ _ _ _ 2'75 Tons Standard Sewer Manhole _ _ _ _ __ _ 2 ea.
SC -'L Prime Coe +_ _ _ _ _ _ _ _ _ _295 Gals. G "Asbestos Cement Pipe Water Mdin__29'L LT
Type 2 Cut b & Gutter- _ _ __ __630 L. F. IYxG "ToppingSleeve &Valve _ _ _ _ __ _ 1 ea.
p,C.C. Si dewal k _ _ _ _ _ _ - _ _ _ 190 S.F. 1" Water Services _ _ _ _ _ _ _ _ _ _ _ lb ea
PC.C. Cross Ov++e r & Aprons _ _ _ _ 590 SA
Curb around return _____ ____'79 L.F.
0 rh OPAO NAT2 I
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/Exist. pav'mt L1
pov'mt 1L Exisi. curb
_$qu4her
Cons+.'CA.C. over4'Ags -- _
- &SC -2 P.C.
- Cons +. +ypa.2 cu rb &qu+ +er `'I
iidewalk,4 "+nick
TYPICAL SECTION OF
IST1'I STREET
Cons +.2"A.C.
LI over 4" Aq. B.
G " crown &SG'L P.C. -
'IC:I. tya
Con St. type9tcurb &qY +ter
MICHAEL PLACE
2•
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gutter .5
le, 11
expans ,pins
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PC C Al ROM,%' I Sidewalk +
THICK RG'AA.li I" I�A99''egale'
Expgnswn joinb Expan don joirrty CROSS GUTTER SECTION
156YTTER,
e "TN KWER G"Aq. S. "�bar9,4'lonq,9 "From)
CROads GUTTER DETAIL ea.edge,t4 °ct.,j °from
bo + +om in ea. end. Grease
or wrap one end of". bar. t
' Pavement width dimensioned%
+etfi,s point Ivies raTO -o,
I
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I
SECTION OF
TYPE 7 CURB, AND
GUTTER
PLAN AND PROFILE FOR STREET IMPROVEMENTS IN
TRACT N° 4106
IN THE CITY OF
NEWPORT BEACH _
ORANGE COUNTY i CALIF
APPROVED
PUBLIC WORKS DIRECTOR - NEWPORT BEACH
DATE
2 a SHEET 1 OF 1 SHEET
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