S-63-5.1-5.15_... . . � , �� .. •,qtr. _i... :r - -'L,
r
IMPROVEMENT PLANS
FOR APPROVALS
Approved this /0 day yf �nua�u 1561. Approved
FOR BOYLE ENGINEE?INI FOR CT1: -0�L:A D 11. p C T 392
:2 a
a, r_)qT 1, -- _ 40 yg,,j,�
A. M. Flzkes, Her,.-Civil Ln;ineer 8844 D+ Southworth City Engineer
CITY OF COSTA MESA
Approved this 2 _2 day of c%st,✓� strt Y,196 &. -- Approved thl s_�K day of Gh'"v- yam,1:.63. y
FOR COSTA MESA SANITARY DISTRICT FOR COSTA ME COUNTY 'pTER GIST;tCT 0 R A N V r COUNTY, CALIFORNIA A L I F O R
-DATE: JANUARY 1963 6Z
SCALE: -
SCALE: AS SHOWN 4 ,President llanaDer,
PREPARED IN THE OFFICE
ESTIMATED QUANTITIES OF r i
1
I. :'.0AM.-AY EXCAVATICt ___ 7- 8,95.0 8,950 C.Y. _
---- - - - - --
2. 2" ASPHALTIC CONCRETE PAVEMENT 140,970 S.F. ENGINEERING
$' 3" ASPHALTIC CONCRETE PAVEMENT b5,350 S.F. I
CONSU&ING ENGINEERS
4. AGGREGATE 15A5E (4" Ev 6 ") 5,206 Tons
331 SPURGEON BUILDING -
5. 6" CURD 4 GUTTER , TYrr� p E D • 2.987 L.F., SANTA ANA CALIFORNIA
KIMBERLY 7.4471 '
6. 6" CURE E4 GUTTER, TYPE E 1,173 L.F. .PHONE:
7. 8" CURE E4 GUTTER, TYPE G 1,951 L.F.
B. 8" CURE ONLY - RETURN AT GROSS GUTTER 78 L.F. °.
t
9. 6" CURI5 ONLY -TYPE B- RETURN ATCRO55 GUTTER 77 L.F.
GENER �NOTES
CONSTRUCTION NOTES AL
IO. 6" T0.8" GUR6 ONLY - RETURN AT GROSS GUTTER 156 L.F.
~ 7 - RETURN 179 L.F. 1. CONSTRUCT 2" PLANT MIX SURFACING WITH SEAL COAT OVER PRIME COAT AND 4" UNTREATED ROCK j,; ET ,STATICNING RiF£ $ -.TO UNLESS 0TH RiV 'N'TEI r
11. 6 TO.8 CURE 4 GUTTER CURE UR 0 &T`RE E I5h ,>7
BASE. (SEE STANDARD PLAN NO. I AND TYPICAL SECTION 4NltEl�l;i= 14.) =
x
' R TE 1DEWALK NWO LANDING`5 16 756 S.F.
12. 4"x4' . P.G. GONC E S , " ° [ WATER SYSTEM SHALL BE INSTALLED TO CONFORk1.,) fd OSTA.MtSA COUNTY NATfA 4)'iSTR1Ci
2, CONSTRUCT 3 •PLANT MIX SURFACING WITH SEAL COAT OVER PRIME COAT AND 6 UNTREATED ROCK
13. 8' P.C.CONG. GROSS GUTTER 4 APRONS (TO CURt3 FACE). 11,530 S. O S ANDARD PLAN B0. 1 AHD TYPICAL SECTION ON 1NE T M14;.)
BASE. -(SE£ STANDARD SEWER. SYSTEM SHALL 3E I t3JALLED TO CONFORM. TO COSTA i££S�. SA PtITA�•Y'i:f . _ STANDARDS.
14. 6" P.G. COW- ALLEY INTERSECTION 1,010 S.F. '
3. CONSTRUCT 2" PLANT MIX SURFACE -ALLEY WITI1 STA'NDARD,\CON BETE GUTTER (SEE.STAIPDARD PLAN 4 ALL = STREET WORK SNAIL CORFORM TO CITY Of COSTA MESA- STANUAkt7S. ,'
5 " P.C.CONC. ALLEY GUTTER 8,482' S F. 0 N0. IQ AND DETAIL ON SI16>j Q#-14). �t # •
1 6 5 WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED THE DRIVEWAY AP ROACHES SMALL t t9I1ST TE O + "
al. ° " " FLAK NQ 6 AND DR �' R1IC ii T
16. SEAL COAT @ 0.10. GAL. / A. YO. 1,957 w, ,CONSTRUCT' STANDARD fi CONCRETE CURB 11ltD GUTTER TYPE O + (SEE STANDARD P " PROPERTY 1lNE PER' CITY OF COSTA MESA 57 &ND,�34 -:NO. t! AIIG Imo.
`Jdl.
1,
IT. 5G-2 PRIME COAT @0.25 6AL. 154•YD. 4,900 Gal. . DETA l l ON $NEf7 ltlD
6'. XI STING IRRI OAT 169 :> Li1ES AND APPURTENAIICES:3NALL NOT BE RE140YED -OR kK 4_ �.
5. GONSTRUCT:STAHDARD 8" CONCRETE CURB AHD MUTTER TYPE °C (SEE STANDARD PLAN 110.5 AND f OWNERS. r x`" •�"t °Kr ."r
18. 2" X 6" REDWOOD HEADER 5,323 L.F. O
DETAIL ON'SHEET_XOJ4)'• _
19. STREET LIGHT ASSEM @LIES 28 --ach 1 STREET NAIL S {DNS TO BE INSTALLED ,(STANDARI?'PLAN i1 17) 5NO1VN ifttPSl'' ` !' = ;._
20. STREET NAME SIGNS 6 Each
6. CONSTRUCT S" TO 6"
C. TRANSITION,CONCRETE CURB ONLY (AT CROSS GUTTER AND APRONS] -
-OR, COME. CURB AND GUTTER. 1 8 STREET LIGHTS TO BE INSTALLED SHOWN THU5i p - ' x' ">
A :.. _ 3 Ed.. _ - to r, ' .V > �`4 �
21. BARRIC DE
�.,
76 L.F. 7. CONSTRUCT STANDARD CONCRETE SIDEWALK 4` THICK X 4' O" WIDE.
22:, 5 CHAIN LINK FENCE I. 6 L. r 0 9 S£iV£R; SYSTEM:
23.:. gEtOGA EXISTING CHAIN LINK FENCE <'00 L. F. 8. CONSTRUCT 3TAHOARD CONCRETE CROSS GUTTER AND APRONS, 8' THICK. SEE STANDARD PLAN . r ?
0 �, V...P.:HOUSE CONNECTION SHALL BE CONSTRUCTED FRIPAi ThE SEDER MAIN +Td TH£:PROPERTY T„
SEWER NOS 8 AND 9 AND DETAIL ON SbEET N0 14). LINE FOR EACH LOT. THE DEVELOPER SMALL FURNISH TI1E -SEWER CONTRACTOR WItH A PLOT PLAN � -.
+ 1 737 L.F. v NDICATING THE RECOMMENDED LOCATION OF THE HOUSE CONNECTION FOR EACH LOT PRIOR TO
} {' v '
tt a y b r'-
24. B V.C.P. SEWER MAIN 9. 'CONSTRUCT CONCRETE ALLEY INTERSECTION PER STANDARD PLAN NO. 10.
tE WER i�lAlN CONSTRUCTION. ALL 2EWER HOUSE CONNECTIONS SHALL vE P C£R- P111DR.f0 SU#fAClli25• 6" U.C.P. HOUSE CONNECTION 1,425 L.F. ,. lft% ' #, WED "GRAD£. t0 CONSTRUCT 6" Y,C.P.. SEWER MAIN, -STANDARD MANHOLES, CLEANOUTS,, AND 6" Y.C.P. HOUSE E S£it£R CO I OR SHALIAfSE thE11ANHOLE`FRAM AND COVER.TD.'fli!tis GRADE! AFTER 26. STANDARD MANHOLE CONNECTIONS. 5 EachR£ET SURFACING IS,CO1dPLETED." '
_ tl CONSTRUCT Tlt4i'1,£R GUARD RAIL PER STANDARD PLAN NO. 14.'(17' 6" LON0.011 HALF,$TREET5),. 10, AFTER PLANT MIX SURFACING HAS BEEN OPEN TO TRAFfIC FOR A PERIOD Of NOT LESS- T�11 FOUR IE),= ' ..s.
WEEKS, A SEAL COAT CONSISTING OF AN ASPHALTIC EMULSION SHALL BE APPLIED,
IN
WATER Q
PLACE 2" X '6" REDWOOD HEADER. a'
II ALL - UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVANG. ;
27. 12" AS,6E5T05 CEMENT WATER MAIN 1,767 L E• Is' CONSTRUCT CATCH BASIN AND _CURB INLET. (SEE DETAIL ON SHEET NO'S 142 +WAND 1S). 3'
- s
12 SEWER STATIONING ON THESE PLANS REFERS TO $OF SEWER ONLY SHOWN Tf1US
28. 8" AS6 E EST05 CEMENT WATER MAIN 1,155 L.F:' 14 CONSTRUCT STANDARD 6 "CUR *46UTTER -TYPE
PE E SEE STANDARD PLAN N °. - ' _.
29, 6•' AS6E5TO5 CEMENT WATER MAIN 6715 A.Ei7
-
43 ..1VATER SERVICES SHALL BE INSTALLED Kit, CO NESA CpUNTY WATER DISTRICT CIR�JLAI
30. 12•' GATE VALVE 3 Each
Q. 960.
DATED tUNE 3 !
31. 8" GATE VALVE t A. Exb
1$ LAY PIPE:JOINT 4QMPOUNt1.SNALi•�E IC.P.L2, °;';.- "JkC`'WO.'"' MECHANICAL COOPRE5S10N
32. 6" GATE. VALVE, '� Edch �OINTS SHALL BE "WEDGE- LOCKS "•SPEED -SEAL .MAINLINE," OR APPROVED jEQ UAL
.
33• FIRE. HYDRANT A55EMELIES $ Eao1+' ' j NO CASE WILL JOINTING MATERIAL ,USIAIG NEAT PORTLAND CEMENT, ORTAR, �:� .'•
34. WATER :SERVICE 55 Each
BENCH MARK
OR GROUT, BE PERMITTED.
"D" NW CORNER CONCRETE WALK
S.E. CORNER �.a
• DATUM OF CITY OF COSTA MESA: CHISELED - _
IHTERSEC710N MESA DRIVE AND NEWPORT 6OULEYARD IN
1 ,
PRIVATE WALK AROUND "BUD'S DRIVE -1N ",
DRAINAGE
ELEVATION
1
35. CATCH &A51N 7. Each
36. 30" R.G.P. 1500-D 44 L.I. l -
COUNTY D:ITUPI: SUBTRACT 0.61+
37, ADDITION TO EX15TIWG R.C.G. CULVERT I Each i w • >
ELEVATiON - 61.8£-
<6 4
t.
,Y
e {
4 !
i
+ 1
s
„
,
,
��AC ,No
�> VTY OF COS 'A "MESA CALIF. ` -'
'p{ V I ,p• Y }1 ♦p F R dry*
. iI yr3 -I C. :� R[VI°IONt _ i_ V ILL �, AG/xYYI\Ill�. l+ -SHEET
2 a�t
,
oesl6x
I
'r
•.' �.. ,. � r } o"•w" f SANTA" AN CALIF. �
$' ;01 ' x.1 79 37.1 D- 862 OF t5 .
1
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u.� j y�.�j
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wcr.Yrt- Jit- ,..,]I ��LF,. . - .%a+.Y�s ":m:r•- ✓A,.l- .tia'-}' !^\I.'M NYC ^'+' M.n- ...�.? fi+.w+•.4 Yif.:.w.. -Ki•Y '{�c' a.'C++�. .•+psr
il• A.
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ri, -?3'
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-• - .�?v'Et
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_. . _.. ,..
<�•.� ..My��}.„ _
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-. � .... A——
_ °scr- 3}'+t,i'i u�.= ...:uil .a'1. S�.W�,.�:� l ` r.�.. NY2 •, T3ii :r_� -1'i.� 1�.1�^v1Si�- s «3+4•!�"w - _. i`aa+'.•/u- .vWU]- a
. -AC .?[amv'L_..:.iawwc
CURVE OA
TA
/TEO
A
R
L
T
REMARKS
A
1 /°ZS'S3'
42400
84.59'
42.44'
W. CURB
B
7B• N 0-
2500
34.28'
2!245
G R
C
/02° 33'/4'
25.00'
4475'
-?//B'
G. R.
D
/? °33114 "V
38Q00
8326'
RB
E
/6° /3'40"
44<!00'
/25.75'
L CURVE
B8. SB'
T"~7
Of 'E"
G
4&47'470
31 17'
.• /8' 240
71. /2'
'
J
6 °55' 16'
53.63
?6.86'
K
160 11'40"
360.00
/01.96'
SG 32'
TOTAL CURVE,
L
3.40' 26"
^
23. OB'-
//.55'
PART or
M
72 "33' 14"
78. Be,
39.60'
+ :K
N
8975'260
5.00
7 79'
P
8 °3344"
464.00
69.34
34.73
E'. CgR4 -
Q
99' 18'Sa"
AWW'
43 33'
2143'
C. f.
R
73.46' W1
?5.00
3219'
/S 76' -
. C R. '
S
/6•/3'40'
340.00'
96.P0.-
46147'
F� C/l+P4a ,.,•...:
T
!O °00' 000
5.00'
7. 85'
S OO'
ALL& C.R,
U
—l.rdOi � ,N Lt�%Z
J
i1_
�W.wmmi �. \Ia
rA-- -s - - -- - a - --
SNEET 4
C
lkI nG SEE
C LIA? V E DA TA
17EM
d
R
L
T
REb1A4?KS
A
/2 °23"S4"
800.00'
64. 92"
32.59'
TOTAL CURVE
B'
6. 05'40"
300.00
J/. 91'
15.97'
PART OF 04"
C
6'18" 14"
3oo. 00'
83. 0/'
16.52'
PART OF A"
D
130 48'03W
280.00
67. 45'
33.89'
H. CURB
E
36 09' S2"
.00'
17. 67'
B. 84'
S. CURB
F
93.09' SZ"
E512
S-00 '
8. /3'
S. 28'
ALLEY C.R.
G
102.33' 14"
ZS . 00"
44.73 "
31 / 8'
C. R,
H
73'46'20"
ZS. 00'
32.19'
/8.76'
C.R.
J
78-34'07'
25:00'
34.28'
20.45
C.R.
R
99 °18 "24"
25.00'
43,33'
29.43'
C.R.
LL8/•34'
03"
S. OO
7. /2'
4.31'
FUTURE . Lity cR
Z° 59' 54"
325.00'
17-01'
B• 5/'
A(MME S. CURB
�o6
'til
\Y
�.. � _.' -
.__ _ �__ —._.__ _. _. �.., __._..tea_,
._ r_
owl
i.
_y -
= =J'
t
i
PLAN SCALE: 1" = 409
.
.;r•IWiFjOli YA161i/.-jf/liW/! /.
p9@ G r
q !y@
FACE ;
J/dLE7 b
q.O
_ EAf' A
N
I ?
T /O i Q
OF
-- - - -
i
0.69 1__ --
—T T_+, —T
x -w O E1
I SECTION 'B- B
SCALE
r
L,
'j TRA%NS / T /ON 14 1710�P TRAN5/T/ON
9/ B�
Aj
GUTTER
4-CZ 4 oel. 107
x �:•
A. n
A; _:•
4 ' ORM DRA ::n
% t a
/'•C/
SEC710,1/ :4 - A'
SCALE
y� _ B•
E# E ,
I. :9.6..:
t
rpyO I i I I APRON
+ �..
00 .a
/1L444 A481?A FRAME _
it I O CO !/ER A - /•f 02
> M I ,4
B r IA.
Y
APL A /V
`ALE=
tATGf' BAS /N Nv 9.
FZI TURF CONS TRIX710N
V44P or : •FACE ANGLE
w ,egOi
AZ WC 41l/..
r BOLT' Con c. Apro^-
,T•
7"
•%@ 6 E.IN j
E. W. '
s�Y4 /Q'•
c %•iaf3 @6 E.W.
'' t Z 'T'
CATCH BAS IN SCHEDUL E
NO.
L x
.v,
WALL
TH/C/f NE
"7- -
T.C.ELEY.
(L 0WES7)
OUTLET
F. L .
INLET
F. L.
olJTLE
TYPE X,
o /A.
INLET
TYPE &
ai a.
w /0TH
a
W
/
6�0"
5= /O'•
8"
4/.03
35-20
30"ACP.
3'0
2 ::
: :B, -O"
6 =9"
8"
40.97
34L.2/
3¢. s*
48W.C.P.30'R.C.P-
4' -0"
a
PL A N
NO SCAL E
T YP /CA L
CATCH BAS /N.
TRACT N°_ 3922
CITY OF CDSTA MESA,
CALIF.
:i
REVISIONS
DESIGN Q.0.
I G
BO YLE NGINEER N
SHEET
�.
q1
SE C-rlo" O -D
G NO SCALE
4,0" :... •.; /••x /1 "Go /v. eo /1s, S'C.C. 4'O"
cF `v9 @6 :6� 3 f.
� 40 4 \a.
To of Curb" '""Top of Cab. / n .. ,...5 8'•' NC/YOR
_3__ ��.������ 9�t "X3/1 X�i 6ALK T
1 7isilroninCf. �- - -Y -' TT ' CN /P D OF CONNECTOR �1
T.,nsifi•n in C ANGL e W/TH ANCHOR / .5/OOA' ENO , -•
/O" P /PE & IS MORTAR
tuft•. 1 BOLTS® ,Z'C.C. WELD
1 "toll
L • - TO ANGLE......_.._.._... `
7- T • • • n .
" 10RAZ L I " HOL E IN I -
/ G! ANGL E. WEL D Al L .4,P01/N0= o
:. CONNECTOR
It X/ j4aALY,9ot7•.:-
'04 ap 6 E• W � .... MORTA R COLLAR
DEf°REBJ G!/TTER' ALL AROL/NO
cz • � �'� ",.BA,EAff HOLE IN .9,C.R• • k-,a`
s= Y+" f'o' AS SHOWN.
w
xi�3 @C "E.W TYPICAL SECTION
:� , TYPICAL SECT /ON
L't d'T` ,
r CA TCH BA 5`11V 5`11V INL E T No sco /..
5'E CTIOn/ C _ C - z
ONNEC TOR PIPE INLET'
NO Sf0 /B
_NO SCALE 4' j.
p • "CONSTRUCTION NOTES" MAINEET NO. 1. sro
-
L t 8O £,
"BENCH MRK" SEE SHEET N0. 1. a "
T/9E/VCH \ -
•
• CONG.' •APRON• • .f
111; ;i .
1 ¢ 6" Alin. i
- .: ' . 1 i � � DEPRESS ♦t ' _ - . •_ -6 Mln. � - :•Se/ecf G�anu /af•
.. - -3:.,Pi •: ,; : :' .'i ' '' �' •.i. •`'' I, ,.i -h ' • i ' ' "� 9 ^R "..'� A. . �'" Bedding 4loterio/ /iz D _
os o but not /esS than
T �I,p. .Y1:n. ,,• 4 "be /ow Pipe
j..r • o o e
.. 4• V `y •o • e e• o. oe..o •o a °e °. e.a ^Excavation t0 f/7 /S
;. '/50.41117.••- T I if A L Zlhe Pei•/niffed
BEDDING D/A GRAM.
j ..
o:
A.
a
PL A N
NO SCAL E
;. '/50.41117.••- T I if A L Zlhe Pei•/niffed
BEDDING D/A GRAM.
j ..
PL A N
NO SCAL E
T YP /CA L
CATCH BAS /N.
TRACT N°_ 3922
CITY OF CDSTA MESA,
CALIF.
:i
REVISIONS
DESIGN Q.0.
I G
BO YLE NGINEER N
SHEET
�.
q1
DR wN /_/.1
SANTA ANA. CALIF.
1
. ,
CMFCE40
D.TF: JAN 1963
S. ,. x..7937. I
.,---4j-
0 �` Q
D- S V Z
01;,S SHEETS
G- ....;- .�::..._...._.. —.�. h. _....'..__�:_Ca.e.x�- �. --.u� ' _ ....,•._ -rF4
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LAS- Y _ a•• -Y:_ _ w1n _v..._dG;.l•..,,.•.:::,. .Sa. - .- �Ka+ix l4 ^-.+�,• ��
a�,.r _
,_ .
y
/O 20' 10'
.TO /NTS............ i
e.o"
:-PLANT _ M_LX SU$FAC//YG,..... _
- :t i 01 ...LEVEL L /NE••�
T77 i
THK'K C NC/PETE AprowS....... I (c'- o• 3 ".. ,o ,� a e P' s a
A i � �� _ • n •y4 : :ter
e /Z" ° c a a y r " f OATS f 10*4- 2g',d~T
� ..�'•, I �- s "!/NT.!'EATFD .lt7Gf BAfE i i .. -
I ' . ,_ 1 , fL0!✓ L/NE " "i _ _ 'p - - `.. ILO!✓ L /NE•..� I �- -:--� , --+•;. ' -p : _ a
- -
�.....' / -
N EXPANS /O Jt7 /NTS .......... - "EXPANS /ON TO/NTS--...
. •: �... � -- - --
ZB
FOUK �z" >3 B.4 PS 4'LONG /2"Ffl7iY EACH < �.� Y
Lu
A a .� " ;• ••ALH BRA FOUNDRY SOLlD FRA COVER
SECTIO/V A 2 x i6 CMPA A 2 T , 24 "x 36' COVER OR APP V£D EQUI V.
y EQs^Ei 29� "C.G_, 3`F/PUM BOTTO/7, /iY EAL.Y , ..
AftP USE _r'r6Y/T// "A9 S, 4 F"_qF LLP !✓.Y.GP SCALE
GWZ- ENO OF EAC/,/ A4,e w
PL A +�
CROSS G UTTF& DETA /L ;
/
" "CM P
W i r ` "•
rY M "CONSTRUCTION NOTES" SEE SHEET NO. I.
• . ,_ - ' - ' "3EHCH MtARK" 5EE SHEET N0. 1.
x
e. .. • . � y � .x, SLY i�'-"r , A �.:3
> L .
t ,. ► i 22" v
•
e
Ati
{ l ,
22 x 36 "CMP a i
� „} �"5.f'f -` Y - " <'. _ _ x LEVEL L /Nf.... •• ` 5v y�".� -' ", a� `'''` 's'�y'i �.
60 ,P /w
N#�Jt,
r JO' 10
' AI zv 20 /o' 6••.ST
o✓�' - Q CUA•B�GUTTER 8 "ITD, CU.PB �6UTTE.P .I o" ...<.r
N
w " "6 "Oq B "C.F. R OR 6 "CROIYN 1TPf O" STD PLAN = 6 t ALE
TYPE C STO PUN N t 48.,
- -,
:. ao scvL E
� '`• :•Z "P/�/S f`,f2�'AL•CLlIT ,• - 6 "LLPB" CU.PB -; ; Na. SCALE
st
I11IIII• -- t
... /
, : Ff HED FACE
•. -'••.. _ - - -
.s• x9� O PCC �• 4 x �f -a PCC NIS PAVED R
S /OE�(✓AL.� / CUPO GUTTER f"L/.PB k/ ?6/ SC2 CU.PB6UTrEP S /DE!✓ALK
flIASHEO PA11 S
TYP. 2Y2
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J 57RICM&Ai CONCRETE SHALL t" .
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7
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m Primer and Finish Coots.
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(.niNOOZA 5T) Conc, Thrust 81oclr
....... 6 above Ground Surface.
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this Sheet,
81,7ir 0 COIVP11�7q
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