S-57-10.1-10.5r — --
1" CHAT FER - - - -. •-
36.4" P9417' 0• T' o' 70. ° ., DAP Y4 "x1 X(o" IRON PLATE ' ^LAP JOINTS I \
+ 5 EC OR - - -� _-- =^•!l'1"[ 11' CARRIAGE BOLTS \
,2x6 GUA O RAIL.545,5 TYPE W• 41R REFL T
DOUGLAS FIR OM RS.RED\VOOD
I
b 4°
It - .. PvM'T. L
I�
- C XE'X V -s" POSTS S45, DS REDWOOD OR SALT TREATED 55 DOUGLAS FIR.
STANDAIbD GUAP.D PANEL.
c
( NOTE 1. GUARD RAIL SHALL OE PAINTED PER STANDARD STREETS .HIGHWAY SPECIFICATIONS
Q. TWO REFLECTOR PLATES SHALL ME ATTACHHD• TYPE W41R AS ADOPTED MY THE STATE
LE DIVISION OF HIGHWAYS.
P- -
reo'
p 30, 30'
y t O' 4-
1
1 : • 2" P M.S. 4L, G"L COAT
b G'ICRO \YN___•••-
SL*PE '/4 1'•D' e:LOPE I /4 "' 1'•0"
- 4 "ua4 sc -2 P.C.
{ •''.Type Ite CURB ,GUTTER _
• "••4• f4' -0' F.C.C. SIDEWALK .
E >• TYPICAL 60' STREET
j NANOVEti DRIVE STA.O +00.00 TO 5+03.12
COLUMBIA DR1vE
° PRINCETON ORI VF_
4 4s•
• 4 3 _. I B 16 --- 3 4 -
jL m " CROWN ------ SLOPE Y4':P-O'
t j SLOPE y4•a4"
••,.4+ URD. A s4 -2 P.G.
'
TYPE •e> CURB 4- GUTTER
4` +4io`PC C. SIDEWALK
TYPICAL SO' STREET
\VEL t_ESLEY LANE
14A.Novem 0MIVE STA.6+82.38 TO 8 +89.79
�.. 3 0
t-
14'
REMOVE EXISTING , 2
-I PAVEMENT
I I
,- EXISTING GROUND
.OLD E,/ •,ILO" . ,�. SEAL COATj_ "2=
- '`` - °- -6 °URb Q, BL.•2 PRIME COAT
e ,
••TYPE °C "CURB, ff. GUTTER
4 "x4' -O P.C.C. SIDEWALK
SECTION
` FAIRVIEW ROAD
I t
5E LL:
I �k' •� �' - G° PAVEMENT WIDTH DIMENSIONED TO THIS POINT
I {kAAFF{ S14W RADIUS- b /4 "aADiUS
1
PORTLAND CEMENT CONCRETE
10 ;-TOP OF PAVEIENT
r
300
SECTION
TYPE "Cu CURE GUTTER ,
k
y
I
d
J
d1
W
I ,
I I I
PLOW LINE -. :-Gums FACE
I 11 �
FOR
STREET IMPROVEMENTS
-• I4 N ?4 } 4 LONG 14 "O C TRACT N 0 3187
l 3° FRO/A SOTTO //\ IN EACH END- USE �SIAOOTH -
DARS GREASE OR WRAP ONE END OF EACH BAR- I.
STANP&PbD CP.OSS GUTTE0. IN THE CITY OF COSTA MESA
I
IN THE COUNTY OF ORANGE, CALIFORNIA
• oRTLAND CEMENT CONCRETE ENGINEER- - - - -,a DATE__�Q�
P` I NAT H. NEFP R.E. 1072
io ',:a:,..' ;.'�' i!-•'.: APPROVED - 6 ✓.,� yL _DATE -7T /.�s?
e _ e - , _ <' • _ . - CITY ENGINEER CITY OF COSTA MESA
a a 4 �4Ne4¢ BARS - -
C e l ° e o a SEE PLAN ABOVE APPROVED DATE �- c' -
PRESI ENT MESA SANITARY DISTRICT
6 "UNTREATED ROCK - -
SECTION OF STD. CROSS GUTTE0. DATE APPROVED
I
WATER SUPERINTENDENT, CITY OF COSTA MESA
i
/ GENERAL NOTES
1. MANHOLE RINGSt COVER5 TO BE INSTALLED AFTER PAVEMENT IS IN PLACE
T. STATIONING REFERS TO { OFSTREETS UNLESS OTHERWISE NOTED
3 THE WATER SYSTEM WILL 5E INSTALLED TO CONFORM TO THE STANDARDS OF THE CITY OF COSTA MESA.
4. THE SEWER SYSTEM WILL BE INSTALLED TO STANDARDS OF THE COSTA MESA SANITA :2Y D157RICT _
B. ALL STREET WORK SHALL CONFORM TO THE STANDARDS CF THE CITY OF COSTA MESA.
E WHERE DRWEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL BE
CONSTRUCTED TO THE PROPERTY LINE PER STANDARDS OF THE CITY OF COSTA MESA.
7• AFTER PLANT MIX SURFACING HAS BEEN OPENED TO TRAFFIC FOR APE2100 OF NOT LESS THAN
- . FOUR WEEKS, A SEAL COAT CONSISTING OF ASPHALTIC EMULSION SHALL BE APPLIED.
8 SEWER CONTRACTOR WILL NOTIFY Roe? ERT GALLOWAY(SANITATION DISTRICT 'N _ ro)
- -. - -AES HOURS PIZIOZ TO COMMENCEMENT OFANY CONSTRUCTION OF SEWEi2 LINES IN
BENCH MA0.K PAIRVIEW 12OAD., PHONE KIMBERLY 5-rnG52
- IB SEWER CONTRACTOR WILL YEEP ALL 9EWMJZ LINE'S FREE OR LEBRE DURING �.
CONSTRUCTION.
ORANGE COAST COLLEGE SENCHMARK(ORANGE COUNTY DATUM USED.- SPIKE IN
- TELEPHONE POLE AT SOUTHEAST INTERSECTION OF 13LH �, "O' STREETS (FAIRVIEW ROAD)
... - ELEVATION ="15 =0.09 5ELOW COUNTY SANITATION DISTRICT BENCHMARK DATUM.
NEST 2433.00' SOUTH LINE OF ORANGE COAST COLLEGE PROPERTY
F
° WELLESLEY
LANE�P =
G., .
i`
20
21
11 W
IW
I
— 64 G3 G2 61 6o 1 59 58 57 56 55 54 53 51 51 50 49
TOTAL EMBANKMENT
9,350
C.Y.
C
260,650
s.F
TYPE"G"CUR&4,GUTTER -
W
L.F.
CURB ONLY - S'C.F. -
d ^_6
L.F
APRON � CRO55 GUTTER 1
5725
517.
4 "P. C.C. SIDEWALK
23820
5A
2" P.M.S.
97745
S.F.
UNTREATED ROCK BASE
3735
_
TONS
—�
SC-1 PRIME COAT
- �zB5.
1 515
y
GALS
GALS J
6A. J
E
SEAL COAT
STANDARD GUARD PANELS
STREET NAME SIGNS
W -GO -R REFLECTORS POST
38495
2
5.F.
EA.
G- WATER MAIN
81 WATER MAIN
_ _$65
5
L— F__ ~
L.F.
EA.
FIRE HYDRANTS
&N GATE VALVES
4
�_'•
HOUSE CONNECTIONS -
64
EA. I
8' GATE VALVES
3
EA.
6" V.C.P. SEWER MAI -
Z
i
L.F.
/�
. 1,600
- FM
. 'WATER TR_.N4W� B'GY.(SEE51EET 21 —W A N O V E i2 _g 6_. B °wATeR.— —_,
STANDARD MANHOLES
�__
31
83
34
35 3G
LAMPHOLES
I
EA.
DRAINAGE STRUCTURES
- -- �`� SHEET 2%
;v
Ex!stb "6v.
,
REMOVAL Q SALVAGE 01= 18'X 200 C.MPARCH
TRANSITION CURB WITH 24" GUTTER
I
I GO
W
IF
14
�
TR N!31GGf l'I+E
I
- E[15T.B''V.G.R
r
N STA.S.W
-
�
r,m
x %IsT M.H._.' I
!
EXIST B'wATeR r.AN
Im'E
I
1 2 3 4 ' 5 TC,17T85'��
pp
6
h� N
IIA
� 0
Q
�,
28
27
26
43
44
45
4(D
47
4(o
r d
ii
3
Ix
10
z
;
38
r
$7 W
IW
I
42
41
40
39
Of
1
11
O I
=
K
v
s (
SEE
SWEET
N? 4)
W�
I
-
,.
N
1 r tj (SEE SHEET N ?4) ul I FL
W IN 6£
EXIST.B "WATERTR.Neaw6 PRINCETON -EAreR DRIVE —� I��a
—W—W
E%IST•E "V.C•P TR.N °3166% I
@XISt MH' �
17 18
N 09. 59' 11'E 207ro.21'
F
° WELLESLEY
LANE�P =
G., .
i`
20
21
11 W
23
a
TOTAL EMBANKMENT
9,350
C.Y.
C
260,650
s.F
TYPE"G"CUR&4,GUTTER -
W
L.F.
CURB ONLY - S'C.F. -
d ^_6
L.F
APRON � CRO55 GUTTER 1
5725
517.
4 "P. C.C. SIDEWALK
23820
5A
2" P.M.S.
97745
S.F.
UNTREATED ROCK BASE
3735
_
TONS
—�
SC-1 PRIME COAT
- �zB5.
1 515
y
GALS
GALS J
6A. J
E
SEAL COAT
STANDARD GUARD PANELS
STREET NAME SIGNS
W -GO -R REFLECTORS POST
38495
2
5.F.
EA.
G- WATER MAIN
81 WATER MAIN
_ _$65
5
L— F__ ~
L.F.
EA.
FIRE HYDRANTS
&N GATE VALVES
4
EA
HOUSE CONNECTIONS -
64
EA. I
8' GATE VALVES
3
EA.
6" V.C.P. SEWER MAI -
:1,282
i
L.F.
/�
. 1,600
L.F.
STANDARD MANHOLES
31
31
83
34
35 3G
LAMPHOLES
I
EA.
DRAINAGE STRUCTURES
Q
;v
_ _ 23,040
,
REMOVAL Q SALVAGE 01= 18'X 200 C.MPARCH
TRANSITION CURB WITH 24" GUTTER
I
I GO
W
IF
14
_
r
N STA.S.W
-
�
r,m
!
EXIST B'wATeR r.AN
Im'E
h� N
IIA
30
29
28
27
26
25
N
1 r tj (SEE SHEET N ?4) ul I FL
W IN 6£
EXIST.B "WATERTR.Neaw6 PRINCETON -EAreR DRIVE —� I��a
—W—W
E%IST•E "V.C•P TR.N °3166% I
@XISt MH' �
17 18
N 09. 59' 11'E 207ro.21'
J I
r
I>
ESTI MATED QUANTITIES
—
LOT EMBANKMENT
9,300
C.Y.
I9
20
21
22
23
24
J I
r
I>
ESTI MATED QUANTITIES
—
LOT EMBANKMENT
9,300
C.Y.
STREET EMBANKMENT
LOT EXCAVATION - -
50
I,S OC
G.Y. _
CY.
_~
STREET EXCAVATION
10,280
—_
C.Y.
TOTAL EMBANKMENT
9,350
C.Y.
COMPACTED PAD AREA
260,650
s.F
TYPE"G"CUR&4,GUTTER -
5.30
L.F.
CURB ONLY - S'C.F. -
d ^_6
L.F
APRON � CRO55 GUTTER 1
5725
517.
4 "P. C.C. SIDEWALK
23820
5A
2" P.M.S.
97745
S.F.
UNTREATED ROCK BASE
3735
_
TONS
—�
SC-1 PRIME COAT
- �zB5.
1 515
y
GALS
GALS J
6A. J
E
SEAL COAT
STANDARD GUARD PANELS
STREET NAME SIGNS
W -GO -R REFLECTORS POST
38495
2
5.F.
EA.
G- WATER MAIN
81 WATER MAIN
_ _$65
5
L— F__ ~
L.F.
EA.
FIRE HYDRANTS
&N GATE VALVES
4
EA
HOUSE CONNECTIONS -
64
EA. I
8' GATE VALVES
3
EA.
6" V.C.P. SEWER MAI -
:1,282
i
L.F.
G$ V.C.P.
. 1,600
L.F.
STANDARD MANHOLES
8
EA. '
DROP MANHOLES
2
EA.
LAMPHOLES
I
EA.
DRAINAGE STRUCTURES
PAVEMENT REMOVAL
_ _ 23,040
S.P. _
REMOVAL Q SALVAGE 01= 18'X 200 C.MPARCH
TRANSITION CURB WITH 24" GUTTER
I
I GO
EA.
LG -
i
}
m Po
I�
•__.INSTALL bTANDARD INSTALL W -60 -R I-• I�
GUARD PANEL REFLECTOR6 P08T8 I
PLAN a PROFILE
STREET
FOR
IMPROVEMENTS
TRAC
T Nom SEE Ewpr.-r mes
SEE SWEET W2 S
o 3187
37
42 41 40 39 38
COSTA. MESA
CONSTRUCT ILI P.M.S. SFAI-COAT OVEIZWURb Sc-,L PRIME COAT IN THE CITY OF �II SEE SHEET Ne s 7,'0. CiPOSS &VrT
CALIFORNIA
N5TRUCT TD. 4'SIDEWALK
J
IN THE COUNTY OF ORANGE ,
LLJ
w. 0 0 SO ze
A CURB CURVE DATA to M.H. bas S/ a SEE SHEET Ng IS
CURB DATA, a I d 0,
n 4' CONST UCT 'Lo SEAL COAT OVER 4'U" t 5C-T P C- LI
15
Z6
Z (I I v A,9a•oo'oo" / / /
R 1 ro Z4 CONSTRUCT Tl CURSt, GUTTER, a D 32
pws 4, CURVE DATA
Tz IS-S5 0 oi- curza CURVE DATA LU f� w mza DATA CURB C
4 0-
u L =35.34' > 00. 00 !II 4-11,10 R %LS. 00'
& M-zlso��i I+qS i >
Nl° a RzT5.0a T:'Z&IrA' c.. .57 1
G4.00' 9 14-SS
0 5000, of 0,
0 L• SO. 00' wio 5. 00, 1 d)
Nv 0 0 a IT .2419 ILT Ne L: 7 4 4 cutze, CURVE VATA�
0,4 ��to
Z 0 '36) cc
C.O. 00 rvaoo' &0.00* 2
ri 00 m 00' lu
MAST' 45-7 13
71 95' -pV4r--,C' ELE54 41 — - " I , : , i ± 5 x a0
35t13 L �Z) T =9.67' I13.SS-j
pip
'77Y77- 0)
0 a.-G-V
EAST %50.54;� fgtl---7
, - 7 -- , �x
+
0 W, m-400'
ps 4.
A�,T 715 51 0- 04'01' D R. E j D: U. AST Li IN 1 21
CUIZ5 CURVE DATA i tilt
U CURB DXTA. u 8" V. P. -! ItI--,VCf--,, 0
a &iiqo#oo-oo• 3665(.' lbl" LAJ > 0
co 2-0,2.00, 1 , TR. Wisirlo 4)
0' iw�- 10
L-3 ;D 90
0, z
rs DRAINAGE Ol T A&
> k < > ISOT 4bo.00, 60- 00, &4.o
0 L 39ST (SEE SWEET N!3) 1- '31435' L
1p A l- CURD CURVE DATA L
✓ ( 3 " I " • Iti CURD C4� RV
rpo.00' 55.00' sit I I
`qiI4 u TO. c::eosa
6097 � I I J! DATA ILS.00, uj
4 ld S50.00, I —
0 CURB CURVE DATA d 31! u
-3.ror,' Lm 19.31' T: 25-01
a- 90.00'00" 0 w >
in i Z. u 00
S CURVE DATA M.K wt 1-1) Fti:L5.00`
U6 0' ol 32 34 35 011s --/
T - tS.00' 0 CURD O,� R
L - 315.17' 05'
+ +
4" 6 ss.00,
SEE SWEET W9 5 6)
:23.76' L: 36.00' U. lln� IWO
S e r. SWEET N2 3 14
18 lzo
17
0 �w c
SOB SWEET 14S 5
.SEE SWEET NS S
lu
PLAN " V
PLAN WELLESLEY LAWE
PRINCETON DRIVE
SCALE: 10240'
scALF! I'z4o'
-T�
SEWC-14 MARK:
L3 9
.7 V
_"L cc)"
_rz.w uR�
�r.' r 0. CURD
-0 oc>,
r
I •F *A"T a4v.Cp— fwm
ORANGE COAST COLLEGE BENCH MARK (ORANGE COUNTY DATUM)USED- SPIKE IN
TELEPHONE POLE AT SOUTHEAST INTERSECTION OF IST2 4,'O'STIZFSTS(FAJzvIs\\j ROAD)
ELEVATION =65.25 =0.09 BELOW COUNTY 5 AN ITAT t ON DISTRICT BENCH MARK OATU M
4 5K. L-?.G
r t
t
-4
1 --4
4
r7
--7
4-
--T 4
..-7- -�7
T
- ff -4=
--4
-L
-A� I-
j
II
_ � I
I
i
1 SEE SHEET NT4 SEE SHEET N_4 SrcE SHEET N42
ry: I S o .._TI I -_
II 5 O'
S' 2s_
T I� I ; 18'
All
0' "` ° 4
I �'¶IIjII
• 0 Z I- II 2 -7
\tt \\ �� w
6 38 4T
23 U> 1 0
-it > ((\rr
cy
LLI
\
�- I r / 49
°t 4 25 36 �� 3T 48
a 24 m a II m CURE CURVE DATA GURB RET.CURVE ATA
Cu R6 CURVE DATA I I tl I U - \ /��j.
'F/J p=qo °oi'o0' M M A :a9 °51'00' R =15.00 T °IS.Od'
K L 2160
F. R= 25.00' T+ 25.07 ai I
] E
L. 39.34'. C. -_ .. p_� Le 39.7A' �= i'
- - 0 b iii 3s ° 140.00' It Isaoc
- r•� 00.04' 140.00'
• ._ ... , .... .. .. !. .. ... -. / � i � 'I : + � I ll - RAINAGE CHAN N6L OI
40 0a
0
DET
It
AIL 5HEETN_3) ,+ll �I I
11 AIN/aG6 CH tNNEL
J]••
-
yY
•
-
INSTALL 2•W60 R _. __. \09
RCPLECTOIZS iJ CIST
CONSTRUCT 45° PM FAW _.
EX/ST O /TCL/ O,-
- - - 00-�
, ♦.
w
-
EXIST. 10 "V.GP - -'
Y ;: 4 0 ( j
--
�� ' •. {. ^� L! j {I I' r 4 ,. , 1 1 I ■ r �'� (yEE DETAIL SA ET W_ -
- - --
W W - --- _ _ .- - - N O. 09. 00" E — 645.81 W N!
.. 6 %1ST. S " \VATER MAIN. / QRELOG472raR Y
RELOCATE -RR / OP,V�7EL OLATE
F A 1 0.V I E \V > za5.oa / /� 260.00' R O AD —
- - �� �4 +29.39 FAIRVIEW RoAp
1 +4439 FAIRVIEW ROAD N 0' 09'00"S 869.39 � ` -RE MOVH E %15TING PAVEMENT--• -
5 91 90 PRINCETON DRIVE _m ! 4 +57.13 SOIVLING GREEN DR.`
"M
PIUG
INSTALLS" WATER MAIN"' I
—�
44.39'
- --i- --
E%18T la° V.C.R -' �\
C-O.[U4T STD G�SS GUTT I
W /
%ISTM.N.
t
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- I
, ♦.
w
-
EXIST. 10 "V.GP - -'
PLAN
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E%18T la° V.C.R -' �\
C-O.[U4T STD G�SS GUTT I
W /
%ISTM.N.
t
O
/
6♦ 2.39E
W
e
' Ia 3a.39 EttST. M.H. 3+50, 39 E%IST. M.H.
\
SE.E C3EN. NoT1;S B¢9•,
�, -_ /
_
34EET N? 1
/
ITT•$
°o /
SAr.67 No
j`
+
_
a '- !
- • -
-
CONSTRUCT 3- PM.S. „SEAL COAT OVER W U-lZ0. 4� SC-2 PRIME COAT
, . ..
GONSTRUCT TYPE. "C" CU20 li•, GUTTER �
z
-i. - - CONSTRUCT f2 4' P.C.C.!2 ;WAL 14,
PLAN
t
No2TH
FAIRVIEN ROAD
_
e
= t; G
j`
XI9TV 6" WATER MAIM
7 +09 39 FAIRVIEW ROAD
10 +51.3fn HANOVER DRIVE -
rVST. la•'VCP -'
I
0
,z
.o
I
� _
u �u
i- VV--
6YZZ�,
4 :-
111.1 111 gill limill
PLAN a PROFILE
STREET IMPROVEMENTS
TRACT No 3187
IN, THE CITY OF COSTA MESA
IN THE COUNTY OF ORANGE , CALIFORNIA
STD. CROSS GUTT.
G.440E TO 011A /N -
EX /6T. OiTCN - -.
/ s y' >6�Y29a OiYloAQCf!- REMO/�6 SAL VALE C Oc L /1 64' T:^ G'.' %Y' OF L'O -ST.9 �G7ESA
�l
BENCH M4RK:
ORANGE COAST COLLEGE SE NCH MARK (OR ANGE COU N TY DATUM) USSM -Spi KE IN
TELEPHONE POLE AT SOUTHEAST INTERSECTION OF 1315 4„n0'STREETS(FAIRVIEW ROAD)
ELEVATION •65.25 =0.09 DELOW COUNTY SANITATION DISTRICT S6NCH MARK DATUM
_. f.
E—
it
jJ7 T_
--y- -C r Ir � _} 1_. 7_. �7� � r � i_�:..___. ._ _ � _ � r � � ��—.- {;- - r - -r —�- �'_. _.}__ _- T�TT_— -. -. T � � � •- -. �._.____�. i 4- � ( � Z r t
t
C
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e
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+
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- a
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+
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