S-61-14.1-10.9i
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CONSTRUCTION NOT ES ORANGE
COUNTY, __CALIFORNIA �S�IMAItU C>1UAN���ItJ
r STREETS
J CONSTRUCT 2" PLt9NT MIX SURFACING WITH SEAL COAT OVER PRIME COAT ANU 4" UNTREATED ROCK BASE. (SEE 1. ROADWAY EXCAMATION 16,i47 C.T.
STANDARD PLAN NO. 1). `
2. 2" PLANT MIXED SURFACING 144,215 S.F. .
O2 CONSTRUCT 3" PLANT MIX SURFACING WITH SEAL COAT OYER PRIME COAT AND 6" UNTREATED ROCK BASE. (SB€ "
STANDARD PLAN N0. I). 3. 3 PLANT MIXED SURFACING 44,000 ,S.F.
SCALE: AS SHOWN DATE: JUNE, . 1961 +t. s" CURB AND GUTTER (TYPE ^D ") , 2 *066 L.F,
3 CONSTRUCT STANDARD 6" CONCRETE CURB'ANO GUTTER TYPE "O ". (SEE STANDARD 1`1.4 NO. 6). . . Be STANDARD CURB TYPE "A" RETURNS A7 "X" GUTTERS F .b L.f.
O ( )
O4 C09STRU T STANDARD 8" CONCRETE CURB AND GUTTER TYPE "C ". SEE MNUARD PLAN NO. 7 . 6. 8' CURB AND GUTTER (TYPE "C ") :, 6,141 L.F
C ( ) PREPARED !N THE OFF /CE
• 7. 41 X 4" CONCRETE SIDEWALK (INCLUDING RETURNS) ,- 36 053 S.f•
O CONSTRUCT STANDARD CONCRETE SIDEWALK 4" THICK X 4' O" WIDE. OF 1
8. CONCRETE CROSS GUTTER AND APRONS (70 CURB FACE). .. 4,763 S.F. -
6 CONSTRUCT STANDARD CONCRETE CROSS GUTTER AND APRONS, 8" THICK. (SEE DETAIL SHEET N0. 8). 9. GUARD PANEL
I I
O 88 L.F. , �,
I .
ii
7 CONSTRUCT STANDARD fi" CURB ONLY TYPE A) CURB RETURNS. {0. 8 "•TO fi" CUR$ AND GUTTER' CURB `RETURN 2Il2 I•. Fr -+?
Q ( ( )
11. SEAL COAT - ` 2,031 Gal.' ,
8 CONSTRUCT STANDARD 8 CURB ONLY (TYPE & CURB RETURNS. � I`
0 , - 12.- SC -PRIME COAT (e .*'GAL. P.S.Y.) '5,227 Col. . :I
TAN AR '8" TO 6" URB FACE CURB RETURN ENGINEERING
9 CONSTRUCTS 0 D C S. ,' z ,.
O I 13. - UNTREATED ROCK BASE 50215.`Tone , `
{� O 8 V P SEWER MAIN TANDARD MANHOLES DROP MANHOLES CLEANOUTS AND 6 HOUSE CONNECTION 14. CONCKTE AILLEYaNTERBECTlON
CONSTRUCT .C. , S , . . S. CONSULTING ENGINEERS • :- ,` 4ittR
. 15. REDWOOD +HEADER , , `
t.fl si
}i CONSTRUCT TIMBER GUARD RA }L PER STANDARD PLAN N0. 14. 331 SPURGEON PUiLD{NG
oRNIA 16. 8" to 6" TRANSITION CURE � GUTTER IO l.F.
- " : SANTA ANA CALF -
w R r 7 -aa7t - :17. 8" ao 6" CURB ONLY RETURN , ; ,, ,, :' '.'(. s .., s •
12 PLACE 2 X 6 REDWOOD HEADS PHONE. KIMBERL f
18. SfiFlEET LIGHTS t,; , 30 EA. , ; ;mot, .
✓ ,' ,
•: ," : ,
13 ONSTRUCT T H BASIN AND CURB INLET. SEE ORANGE COUNTY STANDARD PLAN N0. 520 AND DATA ON SHEET N0. 8 . .•.. a , 7..
Q C CAC ( )
- 19. STREET SIGNS ,, > ;' oy "" 5 EJ0. 'v M
:
o. C jV�,•' Q l -,'
N0. 14 2 HAIN LIMK FENCE :.
14 CONSTRUCT STANDARD GUARD PANEL (SEE STANDARD PLAN )
11• j. p
O - _ - ' - . ,; t .➢, l.> fkr� �.. .1,0 4 T N.y y,.! W .,"
O L
STANDARD PLAN N0. 10 .
, : +o r
15 CONSTRUCT S
TANDARD CONCRETE ALLEY INTERSECTION (SEE )
O - - V f 42
" A "i
16 CONSTRUCT TEMPORARY 2 PMS APRON
O ,>
.,
a
ay, 5fy ,.y ,.,, .a+ ,: M
PPU TENANCES SIZE AS •INDICATED: .
17 CONSTRUCT A.C, WATER MAIN,AND A R , .
- „ ,n
�.y a "� t.
SEWERS r r L I { d
t. - 8" f.C.t. SEWER,, , . p )
t
,5 :l-
-I CONSTRUCT 5 CHAiNL{NKFENCE - /!SO tN.FT. , -., .,..,., -1.,:. .... ,
v ,$a f•r
• 1 - ` TYPE = 0.0. F. G. D. STANDARDS . ..
. L STANDARD MANHOLES ..•_ . r 17 ,', each t :..., , y
. I y
• ° 'Si P � tier H' Y). c4 � '." I .} � , ' "",
. ..
__�
S. DROP MANHOLE NOT STANDARD - ,< r r..: y. ,.
- �. ", -
+i. CLEANOU7
GRAN E COUNTY FLOOD CONTiPOL D /ST !GT P ULARINO, CHANNrIS ' t' ,. r ' ' "'* ` °•' .` ai a.:.
{� Is. Y.C.B. HOUSE CONNECTIONS f�C
in c.N 26 27 9 35 36 3 3 3 QJ 4 5 4 48 k " .; tsE•�5. 2 i k,., ) "
N ZB Z 30 3/ 32 33 34 7 B 9 40 42 43 4 4 46 7 6• : 18 Y.C•P• - .....,..- .. S" '. q "E ," _fGv 1••. : "si F 8 M.,'; T,.;, , „ *4r? . °'
M /SS /ON DR /VE 7. 24 Y.C.P. _ ,';z ,'> ? a� L' .i1,.: ,r
23 -- ;
. . . � I o4 6 V s 6 w DRA INAGE a ',•, .: , : , _ i
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. ti 7 /2 t 2 - --'- ? / T 1 t .. ;,.: s c „y .. I �,. y: Q
.. : f T
I o p e d a ski °t 1. CATCH BASIN `4. , : + 1 . .. ro s ? .* r., ' ¢ ", ,r , t r .'; 2
0 9/ 7 - 5 74 7 .67 66 B 6 �.. ,4 ,!"'✓., , .,� ;. ,.,
90 e 3 82 7 7 . S9 56
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Q 76 z 6t] •. ! roo
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i Q 7 7 i5� ., 1.
GENERAL ` NOTES _ S� F ,4 �_ � � Q = , � b,�
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i V 22 93 D -
ET TATICNiNG REFERS TO UNLLS,t OTHERWIpE NO ED. a ee Q /_ O 8 •
I. STRE 5 /5 110 77 72 s9 s4 c 5/ 3 5. 27 R.C.P. 11500 D I!h" 1.1F. , ;. a i
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CHANNEL INLET O /MENSIONS
CB#
D
W
H
L
/
/g "
3' ,
INLET
TYPE E
O /AN.
WIDTH
2
36"
5'
4'7"
6'9'
4
30"
4'3"
4'3 ":m
3' O"
a Ma
� Grad � n/
�o
CATCH BASIN DATA
C. A.
Na
LfNGTN
VERT.
WALL
TN /Glf
NESS
7 C.
ELEV.
OUTLET
F. L.
INLET
P. L.
OUTLET
TYPE $
D/AM.
INLET
TYPE E
O /AN.
WIDTH
/
4,0"
5,0"
B"
43.90
3E 90
/5 "Acp
3' O"
2
/6'0"
6' O"
8"
42.46
36.46
36.90
36'RCP
z7 "RCP
3'0"
3
/3'O"
51/00
S"
42.46
3730
27"RCP
3'0"
4
6' O"
6,0"
8"
4/. 70
36.70
38.00
30"MCP
P&;FCP
3'0"
5
14'0"
3"G"
6"
41.70
3 &13
27 "RCP
3'0"
6
//' O"
31 G V
8"
41. 74
38.18
27'RCP
3' O"
7
1 20'0'
5' O'
8'
45.70
4070
JeA P
3' O"