HomeMy WebLinkAbout25 -
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ET TOTAL,
NO. SFETS,
i,
1 DIST. COUNTY PROJECT SHEIi "
STATE OF CALIFORNIA - -
WINDEX OF SHEETS _.-�-•� . ' - �- � - -- --- ---- - -
08 S. Bd. 695 — CR 1 16
- , HEET N0. 1 TITLt� SHEET r TRANSPORTATION AGENCY s - sG — �
695�7 ti SHEET NO. Z - TYi';cAL cRoss SECTIONS
- bRKS
SHEETS NO. 3-6 PLAN AND"'ROF I LE SHEETS DEPARTMENT OF PUBLIC w
SHEETS NO. M I TERSECTION DETAILS
P'x SHEETS NO. 10-11 D AINAGE DETAILS
� SHEETS N0. 12-13 Ni SCELLANEOUS DETAILS DIVISION 0 HIGHWAYS
SHEET N0. 1A SUhMARY SHEET _
SHEET NO_ 1516 SPECIAL DETAILS
SHEETS NO. 1-24 CROSS SECTIONS PROJECT PLANS EOR CONSTRUCTION
' APPLICABLE STANDARIJ. PLAN SHEETS '
Al2-A.I 083-2 SAN BERNARDINO
- A62-8.2 087-9 ,
_ '+• i A62-C.2 D88-1 ,
A73-6 089--1
COUNTY HIGHWAY
<' 4 SOC. -
A74-13 FSt -2 0
P72-5 077-8 i
h-
,_ � ,. 680 I
. j f ,�..- - 1 S.F
s A79-8.1
FEDERAL AID SECONDARY PROJ ECT
NO. S SG 695 ( 7)
SAN BERNARDIN
r ,
ARCHIBALD AVENUECOUNTY `-
�, L. A.
+�•�' f •�_ . i . rel
BETWEEN BASE LINE AND 19TH STREET STATE -
_ _ ROUTE 30, 1
-EAST OF UPLAND S.D.
r
TO BE SUPPLEMENTED BY STANDARD PLANS DATED FEB. 1968
w W
' & w Z W z A. T. & S.F F,
^. w 0: w RY.
HIGHLAND _-- _ _. - -- AVENUE -- --_ . 30 To San Bernardino
� J
{ t END PROJECT w r
STA. 247+ 26. 35 w f
TO OEA♦H VALLEY >
h . To Upland
`* AP 86
INYO CO. -- _- - ------- — —__ -- — -- - -- --STREET_ — —J
19 T1��L � l
--- - -- z TO LAS VEGAS
��• KERN j
2�L10
j s N
E TO INYOKkRN 0'9 v~i L Ont Q w z
Alta w
' • i,Co. 4.. SAN 15 \TO SEARCHLIGHT " = c
w
MONTE
BAKER 2 VISTA ST R. R. CROSSING ? .�
- - 6 39 r
LA VINE ST. T..._ •70
t! MOJAVE
LA GRANDE
5s BERNARDINO ST- COMPANY S ^+`w
r
�— -- To on Bernardino
s
. . v
p CLOMITA DR.�
40 NEEDLES
I5 2 o
LOS 39 -
t,. w -i R08ERDS CT.
`f FAS
s ,
AS 710
--- z
-BA_SEANGELES' __— _------LINE__80Y
18 95
co. S PROJECT ' COUNTY
-
SAN
i
COUNTY OF SAN BER A f
RIVERs1DE co. `-�% .--- QPG (DI N RDINO
w SCALE IN MMES a iQ z `
F. m z
' f 5 10 20 30 40 50 2 w
CO
CHURCH _ ----STREET------ - L N
Y - f COUNTY ENGINEER REGISTERED CIVIL ENGINEER NO. 8495
w BEGIN PROJECT Q
L /--0
STA. 20 6 + 6 6. 75 1
CHAT MAN 80ARD OF SUPER ISORSo
ASTATE OF CALIFORNIA
± 4
Al OISTRIiCT ENGIN EE R - DISTRICT 08
.' e CITY 81 COUNTY PROJECTS ENGINEER
REGISTERED CIVIL ENGINEER NO.
1 ' SCALE IN MILES
0
0.5 APPROVED_____September 3, 1968
X
DEPUTY STATE HHG vAY ENGINEER��
" r 'REGISTERED CIVIL ENGINEER NO, S(;30
NET LENGTH 0 . 77 MILE `
CONTRACT NG 08
�. � „•I ,�' t" 'i =� �1 a:•: v� , . y _ ..•+ . .rte+ --� . i; E �"�• r
`� ..t'.••:fi-r7++..fi e- >s _.., +.e -...i'r- f;l. V'*�.. .r.;?,�-`•- \.• ,°'`` •.t'.x.� .... �.1 _ . \. - \ �
S. P. R. STATE FEDERAL PROJECT Na 3NEET TOTAL
DIV. NO. No. SHEETS
7 CALIF. S-SG-695(7) 2 /6
DIST. COUNTY ROUTE SEC. SHEET TOTAL
No. SHEETS
09 SBd• 695 C.R. 2 /6
COUNTY ENGINEER RE ERED CIVI ENGINEER NO. 8495
DISTRICT EE ~� DI RICT 00
APPROVED
R/W •
1 ' MINIMUM 31 81 24' TO IMP.
1
-- -3.0%
5:1 OR FLATTER
STA. 207 t 30.32 to STA . 220 + 79.60
SEE SECTION BELOW FOR
OTHER DETAILS
R/W IiIMPROVEMENT & SURVEY7 R/W
• 75 . 00 ' Minimum I/
49.83' Minimum 21 .28' Minimum
1 ' Minimum I
• 401 - — -
1 ' Minimum
x
0.25' Type "B" Asphalt Concrete
3' 8' 24' 8' '
Profile Grade
is l or Flatter --- -3.0/ -1 .5% - 1 .5% �-
- _7e �_'-�_ _ qL
�.• �� <a•o� z 1 or Flatter
• ^�=� ♦ `J C� �° -J a Com' . o •� a o �--� a -e ___R?- ._. .._ ,_l.... —__- -_ ..--. --_.�_
Varies ° o ° ° _ , ° • a• °o
�T
Slope Easement ° ° oT � � � 1 :1 Varies_^�
p 11 Slope Easement
--0.50' Class 2 Aggregate Base -
3% Slope as Directed Type "A" Asphalt 0.851 Class 4 Aggregate Subbas
By the Engineer Concrete Dike
_ ��� .;., -•. �� a�" C. C.�. Nom. -,�`
a
• *STA. 206 + 66. 75_ to STA. 207+ 30.32
STA. 220+ 79.60 to STA. 247 + 26. 35
R/A i MONTE VISTA AVE. R/'A
25' 25'
0.25' TYPE "B" PHALT CONCRETE
1 IMIN. ►_-- 31 18, 18, ' _ 11MIN.
DESIGN DESIGNATION:
_ VARIES VARI ES — 1 :1 OR FLATTER A. D. T. ( 1966 ) 1 , 456 D = 5Q5%
"Pill a am alp
o . •� ° c °o s ,J , oc� . ✓ Oo o !J .a .o., � , oec o . 0°. 0 �,, __. _. a c : A. D. 98
i b
T. ( ) 17 , 450 T - 8%
// - !\�cC\F` D. H. V. 1 , 745 V = 50 M. P . H .
TYPE "A" ASPHALT �__ 0. 30' CLASS 2 ` , 3/, SLOPE AS DIRECTED
CONCRETE DIKE AGGREGATE BASE BY THE ENG I NEER
NOTES:
3% SLOPE AS D I ZF CTr D - TYPE "!i" I�SF7i;�LT
Dimensions Are Subject To Tolerances
BY THE E"dG I FJcER C0I1CRF Tr DIKE Specified In The Standard Spec i f i cat i ons .
08 - S 8d - 695 -C R
12:1 OR FLATTER *M O N T E VISTA AVE.
ARCHIBALD AVENUE Aspha I t Conc rete Pr i vate Road I ntersect i ons
Shall Be Paved With 0. 25 ' Type "B" Asphalt Concrete
TYPICAL CROSS SECTIONS
ADike Locations And Typical Width Of
SCALE: I 4' Pavement Varies. See Intersection D�tai Is
Sheets 7-9.
CONTRACT NO. 08 - 481194
8. P. R. STATE FEDERAL PROJECT No, SHEET TOTAL
DIV. NO. No. SHEETS
7 CALIF. S-SG -695( 7) 3
y v+++ L
4) _C co 4) SHEET TOTAL
c a0 c DIST. COUNTY ROUTE SEC.
7 No. SHEETS
NOTE: DETAILED RIGHT OF WAY MAPS M c �, y
08 S8d 695 C . R . 3 /6
ARE ON FILE IN THE OFFICE OF I _ °' " 0 " 0 a _ �►
v m y O E . .
THE COUNTY ENGINEER , 825 '�' �' W - L. U
EAST THIRD STREET , SAN DER- U j > O O O` 3 C C COUNTY ENGINEER REGI RED CIVIL GINEER NO. 9495
oe - ,,- . ++ as a� ca
NARD I NO , CALIFORNIA. SEE FILE _ m o � '� �v HUMBLE - 0 i° L E Q1
N r OC 3 w - C- - CI td 4) V W
NO . 127150, 73-66 co OIL CO. o " F- 0 > y
_ - c c c I c DISTRICT ENGIR DI T 09
.- c ++ L CI _ O q O � -
EX I ST. PCC. FLUME TO x `° i cv - °' °°' °�' °�' - Ic o c 0 10 o �E� _ r116��^ •� -1��8. .
_ >
W 3`W R/W co m m 3 0° ^ �p W N (h 3 W W U W 00 00 OC APPROVED ' '--
REMAIN IN PLACE It
�j �-- RELAY 38 L.F. SALVAGED 3011T.M.P. Hermosa Water Company
ALTA LOMA CENTER
CONST.HEADWALL I G ---.CONST. P1IUD. 8' A.C. PRIVATE ROAD INTERSECTION W
PER SHT. .#12 I RT j BASE LINE STA. 0+73 W EST PER SHT. #7 WATER LINE TO BE INSTALLED BY TO BE
CONS l•. TYPE O.S. (MOD. ) IN T PER SHT . # 12 CUCAMONGA COUNTY WATER DISTRICT ABANDONED
EXIST 8" CONC. IRRIGATION
EXTEND 42" R.C.P. 20 L.F.
REMOVE EXIST. �?CC. FLUi� - - LINE TO BE REMOVED
• i � •' � PL 7ECA $ L.F. YPE A A.C. IKE - --- "�
II II M M Y i1 fVW
CONST. CONCRETE COLLAR -- __ _
I 01 R CONST. 0.20' FM 'B' A.C. FLARED �� —E OF PAVEMENT --�
CONNECTION PER SHT. :#12 GUTTER PER SHT.0
EX ST. 42" RCP TO _ #' \\ ^� � 4 -- - - -- - N
q- I,'TW1I ,1ENT ` REMAIN I N PLACE _ _ ` _ ------- .____�� S 210 N 10 16' 08" W S ` S S M 4 CL, I MPROVE7.IENT
SURVEY -- -- - - - _ - !J SURVEY
ti
6EGIN� PROJECT '�' - ,- --- fI \� l o {
• j '- � �s �' '� - j
STV 206 + 66 . 75 T
G ,
CUT & MEET EXIST. X - // R/W '
PAVEMENT STA. 206+66.75 EDGE OF PAVE NT I� (�
FOR INTERSECTION DETAIL I
SEE SHT. #7 2" Gas Line ALTA LOMA CENTER SEWER LINE TO BE INSTALLED BY
CUCANIONGA COUNTY WATER DISTRICT I
- So. Calif. Gas Co. I J J
t Private 8" Steel Irrigation Line /
V
�, R 4" High Pressure Gas Line +,
.o So. Calif. Gas Co. g
SCALE: 1 " = 50 ' - 0
_ (D
N - ++ c cd
vl c 0 - 3
4) c r0 LL
N OD OI y In O. ►. O O 01
E 00 q L L ++ •- -0 4) 3 Vl c
of V 0 3 � 4) O 4)
Z 1 I q 1 F- 4 GU y - y OC tb L 4) (V
J LL t- O to M L_ V .a O O V t -ai 3 V) F- O ++
E
7 c 0 0 •-- O ,.- O� > L CL •- !-- O1 01 4) +� L 4) 3 OC
W m y c O O 3 co V v F- F- O = - c L F- 4) O
V) I L_ tp i� LL 3 .a • rn 4) O Z •- !- c 1- 0+ C+.- C
c] LL_ �, c O = a0 O ni N E q - -a c 4) F-- c c cctt vl
C� c r � a. u z M -0 -0 -
O �- a c cd t) cd - 3 c 0 CL E %_ s
v -0 F- -0 a cd a. -0 O 1 IJ LL tV c 4) O
- p a) c c - � cV L N c > - 4) - - 4) ++ c
LL' O` 3C70. g07 W W MN - W Q - CIC N N Oo,. 3cn MW
OC V O N
Y i
1 I I + >>>�. S tk fn Sa th face o -P. ?. '137 Q#4f I �& -
I - S.M� .25 �t R.i -I i ( t B.M �
it. CQr Can Slab 32 North i }
T kt Ilne ,
curve t e t 1 -
{ ELEYATTU - I341 .67. I ' j ELEUTIQ
+ j
-.
MLD
1375 13 , 5
206 .75 DTII ST 207 -45.32 ;
-$
11 ;
370 __..- . --- - -_- -- --_-��_._i _ - __._ _- _ - _ __ _ _ - __N- _-_ ___ - _ _ _._ _ _._.v.___...___..__._- _ -- _ _ _ __ - -- - -- -._ _-� -1370
- - - - : STf. . TO ST 2
2`06 75; }4�{�
t i } 2 TYPE G
T TYPE K
_ t
--_-2 --_-J_-----.---� . ___ a ------ - -.-- -. - _ _ .- _. _._--- -- _._ _._. _. - _.__. --- --.__.. ......_ __- ------ -.._.___ ._ _ -_-_____- ----- ----
1365 1365
r � 1 E F� I 1 I
I t �
! i B1)S+ L I NE °oil
r L
1
j
1360 �_ ___- _ 360
t `_ I LE GRADE
Ct IMPROV - NT I
I �, ' PROF F�' ` '� I
I
1 1 _ t
1
i
1
1
J
I �
i
10
1355 - - - "' _ - - - - - _- _.- __ ---_ - - ---k�T ---._;__� __ __+ ___ _..-_ __- - --_�- -.__-__- _-- - -�-- --._-_ -- ____._�__ -_ _� i_ _l __ __ 1355-
-A .
f + {
_ 10 V) ,
BASE��I Pd�
i i I I t j jBEGI wV PRO ECT MOD. PRiV E
4 L. f !
t
--- ---- -, - - � STA. 2t� 75 � � f f �D IN FRSECfi ION R - ---- -- -- - - - ----...
1( Ex►stt rof' le -
1
3 50 - 350
r
r j
,
t
f
- - - --- - - - -- — -- --- -
y
MEET X I ST I NG PAVEMENT
f
1345 - -; ___. ____ -1 -�_ _ _ ____- ___:_ ___ t _ _- ._ , _-- __ _ . . ___ -. -___- - - -- j_. _- - i.__ _ .- r_____ 1345
STA +b6
1 '
w
1
I
Cu. Exc. - - -- _ - 207 354 _
1 I 440 629 I 554 546 549 437 SHEET 3716
Yds. Emb.
- -- • 4Z_-_ _�_..._._ ._-- ._ 1 _ _ _.._ .126.. _� . ..�___ __I__ .126 ( ---___...__..___! _ __.__ �.?61._._.__ _-- .--- i - _____ � __ 12 _ _ 27 TOTALS 925
St,. 205 6 7 8 9 210 11 12 13 214
- - - --
B. P. R. STATE FEDERAL PROJECT Nov. . aHEEt TOTAL
-- --- - ------
DiP.
NO. No. SHEETS
,. 7 CALIF. S-SCj-695(7) 4 16
DIST. COUNTY ROUTE SEC. SHEET TOTAL
No. SHEETS
U 4) ; 0 U) 08 SBd 1695 C .R . 4 16
ar N _ W
Q • CL
CU N > N U a1 L C to F-
O L y O ZS C O 0 � _ -
L O L O O C ro a. CL U > ++
SBCFCD R/W--- - W � - U y ' j u n COUNTY ENGINEIS E CIV ENGINEER NO. 5496
H Q) W f— to E
V d N Cm VI > N O G k LL U Q! fL
W E 4) _ X "a - U V +' V L O L DISTRICT ENGIN < DISTRICT 00
C
+ C 3 � ro � ro - C
> In b X U �j ro - Z d
to ro O O .0 - U C fl O
C N — 4 CO CL !L CL N W = GC _ am i�l - --
W N O N ¢ CONST. MOD. 15-,5' A.C. APPROVED
VI 1 CONST. CONCRETE FLUME PER SHL #10 10 & 11
PRIVATE ROAD INTERSECTION II q BETTY ANI INC.
p 12" STEEL WATER LINE TO BE INSTALLED
LT. CL IMP. STA. 219+94 BY CUCAMOhIGA COUNTY WATER DISTRICT
PER SHT. #13 'I
BEGIN TYPE "A" A.C. DIKE EXIST. 6" STEEL WTER
�nrLINE TO BE ABANDONED
W WATER LINE TO BE INSTALLED BY W - it 11 I� CONST. A.C. SPILLWAY W
ALTA LOt1A CENTER Hermosa Water Company \\\\� ; PER SHT. #13 Cucamonga County
CUCAMOtJGA COUNTY WATER DISTRICT
EXIST. 2" STEEL WATER �\� PLACE TYPE "A"
Water District
C uca-nonga County �U , A.C. DIKE EXIST. NATURAL RAI NAGE CHANNEL
� LINE TO BE ABANDONED
..�'-'• EDGE OF PAVE1'•1LNT Water District -- - .•' - - -- - - - .- • -,___-_
R� - -�
•. -- . ___ • ---- - -------• - - - -- a _ _ - - _ - .w __ - --- --------
-_ . � __ - _ - -- -- -
__. _. - fit_ -- _ - _ -— W
N Y 9 ti 13p
,., 10-
?R
IMPRUVEj�L�l�l � . S 215 .,AF, ,!-(18'.'_ J� S -- --- ,►.� 2S S --- W W -
_ �' N 0 33 23 W S X25 Ct IMPE{OVb*NT
CL
SURVEY _ O
EX1ST. 10" CONC. IRRIGATION LINE TO BE REMOVED— X SURVEY
f-l—0000"
��" � EDGE OF PAVEI�NT
ANGLE POINT --__ 11 EX I ST. 8" CONC. I RR I GAT I ON LINE iYLI HERNOSA WATER COMPANY EXIST 8" CONC. T
EDGE OF PAVEMENT 1P11. STA. 220+35.43 TO BE REMOVED EXCEPT BETWEEN
-- - C'� IRRIGATION LINE TO BE REMOVED r
R� STA-224+00± & STA.226+70± ��
Pr.i vate 10" Steel Irrigation L in�e - � ` � HERNIOSA WATER COMPANY
�I
\\"-SEWER LINE TO BE INSTALLED BY NO. 8 FLASHING LIGHT • 8" STEEL IRRIGATION LINE
1 _� CONST. MOD. EARTH �3 TO BE INSTALLED BY OTHERS.
CUCWONGA COUNTY WATER DISTRICT CONST. STANDARD 5x5 -- SIGNALS & GATES PRIVATE RD. INTERSECTION
C: SINGLE BOX CULVERT BY OTHERS RT . IMP. STA. 223+55 25'x14' RIGHT OF ENTRY
PER SHT. #6.
� CONST. MOD. EARTH a,
ALTA LOMA CENTER �, _
� CONST. TRANSITION STRUCTURE PRIVATE RD. INTERSECTION J
{ R RT. IMP. STA. 223+85 KEMP RICHARD L.
PER SHT. #10 & 11 PER SHT. #6. `
b
R.R.R/W WILSON, ARtHIE D. et ux
Scale: 1" = 50' _ > ° 0 h
V O O ` �
- C
O •
h
p vs ro ro Vt
7 � d � d
F 47
J r Zy W LL C l > W i >U N
L_ >. O O O O i
C O ro ro X v- O ro L S_ 0 H-
. ; c CD O c c7 O
+ d C N
d X Z U � � •- O1 � Z D1
O a� ► c ro - O O ro d c O O O
U w O W U M Cr d co D DA e W w GCS W GC W
_ -
- _____- _ 4 -
i r . 14. #27- o Pie a of R . R . tai ? -
I I }
j
--- -- - -- - -_ - - ---- -- - -t ---- -- _ - r--- - _
:
in 4 t1 C
1
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T
--
—o- —T
1
� tMh s a ?20'-80 ---
- - I PLACE 7 L.f► _TYPE f _AAL-C. Dl E , -1405-
All
405
� I
I
:
c�
- - -
t1I++ e S!(A. 21+x+00 T STA.; 22I
- - -
- j N�TALL IDE WRKER - _
-- - _ - ( I 0
I -1 TYPL _ _ -- - - _ -r --- -- t - - _ .. _ - - .. - Y - __ -fi _ _ _ - _ - -_ 140
140 - .---- - - - - -
r _ - !
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,
+
polo
i I 50 V.
• {{
I I I cL I V'_I
_ s _ - - 1395
f
- 4!
' IW. S A. 21 +OOT
_ .� - -- - -_ -.- t --
,
- - - 1 . . -RD. -
_1 PR VA
1 I9
---- RT
390 - --
VAS E(RD f I ERS 10N T. _ -
I _ 1=(T S R I
I
---r-- - } 1 -
1
✓ 1
1385
1 _ L NT _ - - -�- -- - - ' - - - - -- - - . -- - - - �- -
� i t
---
_-- _ _ _
______._�____. __._. ___ _ . _ __.__... __. � �IbARb 5x5 Li�
CU��OX VERT
J I f
I +
1 1
qoExist�n Profisle - Survey- --- - -- -- _ -- I - - -- - -- -_- - —� - - 13
1380 i - I _ _
I
,
1
!
100 4
:
i - - _ - - - -� - 1375
1375
I j
- -
- - �- i
j
I I ,
1370
1370
I
I
I - - -- - 317 - - --- _ _T. - - SkiL�I _ 2998
288 347 296
- - -314 205 1 63 8 108 23.E 237 - --- ---
Cu. Er<c. i 37$ 205 I _ - - _ - -- -- - - - - -
' �F,1 _ 147 136 139 - 2428
Yds. Emb. _1 ___---._ _.. — 1� — —_ _ ._25� t_ —_ �3�--- 1__.-
238 146 1 .-.._ _ .. __ --
sca. 214 215 16 17 18 19 220 21 22 23 24 225 26 27
i
8. I R. STATE FEDERAL PROJECT No. bNEET TOTAL
DIV. NO. No. SHEETS
1 CALIF. S-SG-695(7) 5 /6
FOR INTERSECTION DETAIL
L DIST. COUNTY ROUTE SEC. SHEET TOTAL
O1 No. SHEETS
SEE SHT. #8
_c o, o 08 SBd 695 C .R .
5 /6
+_• ►- o > -
W V)
OI - 11. 2 �_ 7 d C C fd N N 3 {{{ t l/ul/� �/` - ---
++ O O a C 1� O (9 ++ L O 01 o CL N O COUNTY ENGINEER REGISTE CIVIL ENGINEER NO. 8496
_ ° CCNST. MOD. 16' A.C. > > _ a� (D +� W I•- c (D (0 w L_ --
O LiJ � F- t r` O cn CL �. L ap O v t0 t71
0° `'' PRIVATE RD. INTERSECTION �' °' �' " cn ` i- o a " °° 3
E c a ►- � V cd m c7 4f ui cd o
c � of v cd a m of vl •-- ++ � a 3 � � � - - -- -- -
m V LT• Ct PATE VISTA L 7 ++ m V •- t •- C m m : N co v C O O U DISTR ENGINEER DISTRICT Oe
U- w W ++ -C V v - O e c e tp c —
o U STA. 0+86 WEST I t a- COO) -0 V m m all a m L. `� i° " °' 3 U U
O t.n h V M [IL [L �L d m M LL 3 lL CL fn W 00 SCALE. 1" 50' cc W cL W APPROVED -
3 �- PER SHT. #8 I
PLACE 124 L.F. 1 ► W � CONST. MOD. 14' A.C.
PRIVATE . RD. INTERSECTION'
�- DOUBLE 36U C.M.P. _ i = ANQRES, ROBT. D. & MABEL FL
( W/2 STD. STRAIGHT RT P ITE VISTA
�LLS STA. O+'87 WEST
HROCK�SLOPE PROTEC- � � PER SHT. #8 ANCRES, JINMIE L. ENTNER, JOHN J .
I TIS PER SHT ,#8 I NATURAL DRAINAGE ROSS, M. R. & .
BY
8091ISDN Ina - ' -°' CHANNEL �" CUCEC }NGAECOUNTO BY WATEREDISDTRICT WOLFE, CLIFTON P.
�. --- - �.- CONST. EARTH CHANNEL . EXIST. g..
` _._. -` -"" - ► INSTALL ENTRANCE TAPER .111E
r I . �a_ �� � CONC. IRRIGATION LINE PLACE TYPE "A" A.C. DIKE
t - - � & 15 CMP D1 DRAIN f >0 BE R��IOVED
►_ /W
_ - _
— -- - -
•
oM -' - --- - -
.111 �..� r
N '�.•' N 0 0 0 0 0 O tr�l
M �� S S S q- IMPROVEMENT
CL I MPROVENENT S S I S S S S ` o S
235
Ct SURVEY - N NO
SURVEY
-� 1 0
T� � y Rte►
R/W CONST. MOD. 17' A.C. INSTALL ENTRANCE TAPER
PRIVATE RD. INTERSECTION & 15" C.M.P D%N DRAIN EDGE OF PAVEMENT > r)—
N LT. C IN'IP. STA. 227+08 PER SHT. #13 �o N 00° 44' 04" E 831 .03'
� SEWER LINE TO BE INSTALLED BY
CONST. MOD. 12' A.C. '' QER SHT. #8 � `� CUC�'�'�10Nt'A COUNTY WATER DISTRICT SLOPE EASEMENT
PRIVATE ROAD INTERSECTION ( Ej�ac arr oNHa County
RI�;HT OF ENTRY EXIST. 6" STEEL WATER N
RT.� IMP. STA. 227+08 25'X24' _ - ' f;Y�t�r 0�'�Trict
PER SHT. 413. LINE TO BE ABANDONED CONST. MOD. EARTH
�I PRIVATE RD. INTERSECTION CONST. MOD EARTH
RT. CL IMP. STA. 733+50 PRIVATE RD. INTERSECTION
u PER SHT. �6. RT. � IMP. STA 233+95 ARNOLD, RALPH & DAVIDSON, RICHARD
ANDERSON, JULIA
a PER SHT. ,#6. _
FL Hermosa Water Company
. m
a >
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o %_
<9
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cd v w 3 3 3 m m n m
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.
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tMP STA. ;zz7+ TQ ;STA. 40+00l
-1445-
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PLACE 1 L:.F'_ PE "A'! A_C_ I II I KE _I - --- -. _ _ --- - - - -- --- -- - ----- - -- --- - —
i i t
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— _ I _- . I - I
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1440 �_-- -- -- �. I 1
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i
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TY[t4 _-._ __ — _ _ _ _ __
_ _ _- --______-_ . _ IF . 1435
_ _ -r
1435JI
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4 TYPE F ,
f
— > - - - t I ( , �c �` ATE I -
+ - if fii' t
- _:_ _ _ __ .� ___" __ " __ . .; _ _ _ : _ _ _ _ ._ __- _ _ _ ___ -- _ , _ _ .-• _ .. . _-_ _ - - --- . - - NTE CTI RI' � -•_ -.-
-_
}
i ! I ! . - CONST i Moa PR-I V FE f�D
-_� -- _ - -_ - -. �__ - _ _ _a __ _.. .__ _._ __... _ __ __., _ ___� __— -._-- _ - 1430
I
I
: -_ +-- - - ---- -_ -- - y -- ---— -- — — . - ` -r ,- - i INTER f C T I Oft L T.
. PRO I L GSA �1MP QV _. � _- -
I I coNSr N>o� EAR H
- - i pR I� I = CTIOM� RT.
t k i f ! I I A E RG N1rR 'E '
- :
I I I i f
' Tf !{+ TA ST i i ' W 1
f iMQWE Vt STA IWEST j
- - - 1425
1425 - ---- --- '_ --_.__--.- _._-+ _.__. --,-. -� _ � -•__ -_ __ _ _ -- _ ---- . --- - - _ __ _ - - - -- � - I
' I ✓ ' -- ' C ST. 2 ADD. PRIVATE VATE�Ra. -
t -- — -- - — - ---- - -
i tN ERSEC�IONS
_34
I
n4 - -- -- ---' 1420
Ex sit i I�roi+ I
[Sur j ' I
1420
--' - - _- ._- _ _. ,-- l i-•- .-. - -�''"
}
I-
i •-I -
-- -- { - - __-
141
; I _
1415 -- - -" , - --- 1415
:
10=-. -
1410 _ ; 7 - __ _-- - _ ____ , - -
•
283 I 464 484 356 -- - - - �8 420 SHEET - 3504 -
Ca. Exc. I 274_ 480 1.69 73- 11 38 lb$ I
44 131 130 142 2301
00
Yds. Emb. _ — _ 15 172 220 � _X83! _ _ - ._-- _ -'-- 242 1_ .._— 1----175 . _ -- TOTALS
Sta. 227 28 29 230 31 32 33 34 235 36 37 38 39 240
3 a'S
- _ 8. P. R. STATE FEDERAL PROJECT No. y„EET TOTAL
DIV. R.
No. SHEETS
7 CALIF. S-SG-695( 7) 6 /6
CL
CL
C a> DIST. COUNTY ROUTE SEC.
C 0 Y 4 SHEET TOTAL
C a
No. SHEETS
a CO 08 SBd 695 C . R . 6 /6
cn oc -- tO v ii
_ _ • ,
+.+ - .- •- •- y C ++ cti rn (V
C N 4) N 3 � a
m in O O U O - W O O COUNTY ENGINEER,' REGI EREO CIVIL ENGINEER NO. Q49S
C N L N �- O L ID L .
F- N 3 Li 3 G) (d oe M > j
oC J O f- L F_ ++ 4J y Ce 27: V O O V M
_ CL
1 O I DISTRtti ENGIN _DISTRICT 08
t W
V C U V ] U U C L Cn CL
d 1
C " CL " " " c' " = = 3 1' � ° o ER
REMOVE EX ST. O
O 1O O 7 c c - p �O O > > t'7 d C] m
52 x 150 SLOPE EASEMENT ) UARD RAIL - - ���OZ`e�?l fJ61i'
W V Q W !L W 0- CO � a- in 4 W I M M M n oc C7 I
I � APPROVED �
ROSS, M. R. & CONST. STD. STRAIGHT HEADWALL
R W E.P.
3 L.F.
20
WOLFE, CLIFTON P. PLACE ROCK SLOPE PROTECTION — METAL INSTALL L 20
CONST. STD. W/FOOTING 3 SIDES PER SHT. # 13 AM SCALE: 1" = 501
GUARD RAILING
EXIST. 8" TYPE "Ll, HEADwALL -
CONC. WATER LINE PLACE 270 L.F. 24" CMP REMOVE _ - _ _ _ _ - - _
f 0 BE REMOVED �� •• } _ 1 I
SALVAGE 3011 CVP �jol EXIST. 36" CMP
Cucarnoncla County SLOPE EASEMENT--
I, TO REMAIN IN PLACE VARIES--CONST.
13 920
' Water District AS DIRECTED BY
t PLACETYPE "A" AC DIKE 't 1;p+ 27 WATER LINE TO BE INSTALLED OY
R�1 ' 'i 121 ENGINEER.
4. 'l
_ o "=�+I I 0 ' CLIC["PIONGA COUNTY ✓DATER D I STR I CT 12% MAX. GRADE.
W '•I
-�--- - — --- -_ _ ------- --� PLAN
240 - - TO i3E REMOVED ,n---_- - I N _ ARCH I BALD AVENUE (EXISTING)
�'. \ 0 1 M n
Ct I MPROVE�ENT _ s s 11 S S 24S s 24 MODIFIED EARTH PRIVATE
Il SURVEY -' -- I MPROVE'1ENT
ROAD INTERSECTION
i U E I _- __. _ ( /�-1 SURVEY
R/1�J t NO SCALE
Y " - 0 G E OFPAVEMENT ___ __ _ ____ EXIST W A T E R L I NE.___-�
I MOD. TYPE ILLI'
— ---- - - �- -- -___� fo 8E REMOVED
END PROJECT F
II o �� 350 341 �� T I w 4R INTERSECTION DETAIL
N 03 OS 33 "� STA. 247+26.35 SEE SHEET #9 HEADWAL
II CONST. r�'10D. PROTECT TREE
s & CONIC.
SLOPE EASEMENT .0% TYPE" 11L" HEADWALL 1 RR I G A TION LINE IN PLACE CUT & MEET EXIST. SEWER LINE TO BE INSTALLED BY GUTTER
I� CONST. 0. 20' TYPE "BJ1 AS DIRECTED BY THE ENGINEER. PAVEMENT247+26.35CUCAVIONGA COUNTY WATER DISTRICT / C.
A.C. GUTTER PER I
� � CONST. R.
SFE SHT. ,�9: _
DETAIL THIS SHT . EXIST 811 CONC. IRRIGATION LINE Ln
EXIST NATURAL _ PLACE ROCK SLOPE
DRAINAGE CHANNEL PROTECTION W/FOOTING CONST. MOD. E]RTH Cucamonga County �-
C 2 SIDES PER SHT. ,# 13 PRIVATE ROAD Water District -_� w R/W �
& DETAIL THIS SHT.
INTERSECTION RT.
ARNOLD, RALPH et al & �, IMP. STA. 245+30
J DAVIDSON; RICHARD et ux o �,PER SHT.,#6. > 4'0 CL PLACE ROCK SLOPE 15'_6►'
L
�, ; 3 ~ r N PROTECTION
4_0to 01 0 1
4f Cd
p SLOPE PROTECTION
W �- .-
,` >+ L 0 C CL to C
Vl O O G
++ (0 + O L L N 0 M — I.
AND GUTTER DETAIL
C7 3 O c N p +j O v CO
a L to n
� t ►` E � a 3d = o RT. STA. 243 + 00
C O O r
c 6n L �'tl � .--
W c7 4. c]
pp -- }.- 3 N m W W U 0-1
_ _ __ _.. _ ___ . ._- -__. ._._ ._ _ ___.- _ ----- -- CAL - -
_ �- - - ,. _ �- E . I 4 0'
T B H. 09 Set Spike i 2' Otue um I I B.IM_ # Q 604 3pi a ia- Pofe` 9993 3E S
i
Lt , fiS a. 240+00! ! i - _ ' - i ! NlCar . 19t # Archibald
i
-- - - I { i -
I ,
�1`T EX S� PA�lf'-MFH f t � '� t ? �-- -�. ;. •
S►A. 247 26.35 •8 ; Et�VAT I o!� - jt 486. as f
l I
1485-' -
1485-
q
485
I I +
}
F I , . �f:2 DLI TQi STA 47Q_6 i 35 1 t -- -
LACE 83$ L.F . TYPk "AP �. D�I� { ` / � � � � _ �- ---
-1480
r � t I I
:26 35 f
1480-
STA.
` (
4-
r
I
�
1475 -- -- ±- -_-_-_. ; ._____. .. _ _ �. -- -- - _ - -__ ___- --__ ___ ___ . ._ ___-- -•_- - — __-. _-_.. _ _-__ - _ _ _ _ _-. - _ _._. 4 _ _ _ I - - -
}W. SM. 240i W r� STA. �47+26;.35 } ► j I} ! � - - 1475
IN*x-L G111 fi110E
7 1
TYPE �' � { , � I � � � L
. I
-1470 — -_ - — - - _ _. . ' _ _. .. _ _. -- - --- _ _ _ . . -_ __ - --- - - - - -. . _.._. _ _ _ I __ . r
T�FR€ i. I ( 19TH; ST ; I {
_ r-
j 1
t I f 1 TYPE I I I t - - _ _1470
- 1 i ► } k 1
} —
t i j PROF I LI1 GRA Ct IMPROV E1� NT
65
I ,
Exls�ing Profile - Survey
1460 - •-- - :-- - . . _. -. -- -- - -- _. _ _ .- r - - - 1 - - - - ' -- ---- -----_._ __ r
I ; ; CL IMP, STA 240+00 TO STA. 247+26. 35 i } l -` 1460 .
T• RTH PRIVATE +
I ; MOD EA '
CONS �
r + t } RD. I NTER� CT ION' RT - - ( - - - - - - _ - -- - • - - - --�- i. __ I
r~r• b 1 t �-
21411
__ C E _ . _ _ ! f
-
•
t I t
1 1 I
1450 i , - --- - - - — , - __ -- -� .. _ _.. t
i� - r- � r� I ---�--- -- 450
• I I
i
I
1445 _. -- _ - - - - - - - - - -- --. -- __-- ---.- - I-- __ -_ _ -
_� -� --�
- � � ` � .; � � i i � I ; ' � � I � � - } - -- � ►445
Cu. Exc. 480 ! I 644 663 262 63 i ! 593 l -
981 352 SHEET 4038 GRAND 14, 206 _ ---- - -- -
Yds. Emb _____--___i- ._---- --�_� _______ $-- ---.-------1--- I 812 — ---_-!_ -__ 0. i _------.-------J _.14.14 __ .__. ___. ----.__-1 -_------ _---- _ l IOTA TOTALS
- -
Sta 240 41 42 43 44 245 46 47 48
ICe•`
---- --- ----- ---------------
�_ - ---- - ---- - - --- B. P. R. SHEET TOTAL
DIV. NO. STATE FEDERAL PROJECT No. No, SHEETS
7 CALIF. S-SG-695(7) 7 /6
DIST. COUNTY ROUTE SEC. SHEET TOTAL
No. SHEETS
08 SBd 695 C.R. 7
COUNTY ENGINEER R EREO IL ENGINEER N0. 8495
• DISTRICT ENGINE6 TRICT OB
APPROVED
Z
W
' S
L1J
C)
lr >-
0- W
r�
3 c)r' V)
\ 3
DIKE RETURN DATA PAV'l . RETURN DATA ,
R = 50.00' R = 50.00' `
A = 91° 05' 30" 8 = 88° 54' 08"
T = 50.96'
T = 49.05'
�l
L = 79.49' � 8 12 12 8
' L = 77.58'
a uj
u- Q
0
W
w �
Q SCALE 1" = 20'
m
v
c
a
Co z
r rV
W
LA
F
3
BDR 32' LT. IMP.
_ BPR 8' RT. IMP.
CL
w o STA.207+27.65
STA.207+30.32 0n
_
f5 W
CONSTRUCT MOD 8' A.C. PRIVATE
_~
ROAD INTERSECTION RT. CL BASE LINE
STA 0+73 WEST.
61
EPR 12' LT. Ct BASE LINE
STA.0+56.82 EAST
EDR 12' RT. � BASE L I NE �o a `'o
STA. 0+83.20 WEST
aw
W
n
U �
� U
I CL Q
CONSTRUCT INLET
R/W
/ R/W
RELAY SALVAGED 30" C.M.PN
r
CONSTRUCT HEADWALL
_EX I ST`PCC FLUME_--,%,, _
M
M
M
EXTEND 42" R.C.P. r _
-
2+QQ N 890 49' 22" E ..
14QQ 1+0 N 890 49' 45" E _ �BASE LLE 2+00 _
CUT AND MEET CONSTRUCT CONCRETE_----------
ONCRETE �� CUT AND MEET EXIST. CUT AND MEET EXIST.
EXIST. PAV'T. AT STA. 1+00 WEST COLLAR PAV'T. AT STA.206+66.75 PAV'T. AT STA.0+56.82 EAST
EXIST. 42" R.C.P. IIHP. ARCHIBALD AVE. STA.206+66.75 =
Ct BASE LINE STA.0+00 EAST & 'WEST
INTERSECTION DETAILS
BASE LINE
C
B. F. R. STATE FEDERAL PROJECT No. bHEET TOTAL
DIV. NO. No. SHEETS
7 CALIF. SG-695 ( 7 ) 8
DIST. COUNTY ROUTE SEC. SHEET TOTAL
Nc. SHEETS
08 SBd. 695 C . R . 8
COUNTY ENGINEER REGIS ED CIVIL GINEER NO. 8493
c W
scl-
R �
R/W �'(� 11/w DISTRICT ENGINEER STRICT pp
EET EXISTING _ uj
APPROVED
• LT. C IMP. STA. 229+80
0
Q
DIKE RE:T LIRN DATA a
CONST. 80' EARTH �, +
R = 32. 0 0' CHANNEL TRANSITION N
�-
= 900 18 ' 5011
T = 32•. 18 ' a
L = 50 . L14 ' INSTALL tTITRANCE CL
& 15" C.M.P. DMDRA 114
B.D.R. 32' LT Ct IN1P-T----
STA. 229+19.95
PLACE ROCK SLOPE PROTECTION
W/FOOTING NORTH END PER SHIT. #13 3
N
PLACE DOUBLE 36" CMP W/2 SCALE 1 "-20'
STD . STRAIGHT HEADWALLS
0
0
z� IMP. ARCHI BALD AVE. STA. 228+69 . 60 =
EDR 18 ' RT � MONTE VISTA ST. MONTE V I STA ST. STA. 0 +00
STA. 0+64 . 27 WEST
CONST . MOD. 14 ' A . C . PRIVATE RD.
INTERSECTION RT CL. MONTE VISTA ST. -
J
STA. 0+87 WEST
c , .o o
r-
+
R &
N
fV
it
MONTE VISTA _ ST. 1* oo _
N890 45' 28" E
'y W
CUT & MEET EX I ST. PAV ' T. o;
- EARTH CHANNEL TRANSITION
STA. 0+97 WEST 4
CONST. MOD. 16 ' A . C . PRIVATE RD. _ 59 ' L T . CL IMPROVEMENT
INTERSECTION LT. MONTE VISTA ST. -
STA. 0+8E WEST }!+
:0 36" I 16"
DO CMP CMP
CV
EDR 18' LT. MONTE VISTA STREET "I -
STA. 0+63.73 WEST - — — — NOTE: SEE
SHEEFOR ADDITIONAL
D I KE RETURN . DATA PLACE ROCK SLOPE PROTECT ION ROCK SLOPE
1�:1 4: 1 PROTECTION DETAILS
W/FOOTING SOUTH END PER SHT. #13 41_8 3/8"
R= 32 . 00 ' w
A= 89° 41 ' 10" Y
_ B.D.R. 32' LT.Ct. I��IP.
I
T= 31 . 83 STA. 228+19.95 W �
L= 50 .09 TYPICAL CHANNEL SECTION WITH
Q Q o
CONST . 100 ' EARTH - ROCK SLOPE PROTECTION
CHANNEL TRANSITION NO SCALELTJ
INSTALL ENTRANCE TAPER _ w -i
& 15" C.M.P. DOWNDRAIN -j Q
00
2
U
MEET EXISTING CONST. MOD. 12' A.C. PRIVATE RD.
Lr INTERSECTION RT. � IMP.
LTA IMP. STA.227+40 Q
STA. 227+08 PER SHT.
#l3.
-- N, bj
fV - -
CONST. MOD. 17' A.C. PRIVATE RD.
I NTERSECTI ON 32' LT. IMP, 1 2 ' I 1 8 1 INTERSECTIT/\ I
STA. 227+08. ON DE LS
5'
. R.'W R/W MONTE VISTA
+- - i. P. R. STATE FEDERAL PROJECT No SHEET TOTAL
-- - .---- - Div. NO. w SHEETS
7 CALIF. S-SG-695(7) 9 l6
DIST. COUNTY ROUTE SEC. sH o. TOTAL
No. SHEETS
08 SBd 695 C.R. 9 116
COUNTY'ENGINEER REGIST D CIVIL NGINEER NO. $495
DISTRICT ENGINEER �` RICT Oe
APPROVED
CL I MPROVEMEN1 ARCH I BALD AVE. S1 A.247+37.35 =
19th ST. STA.0+00 EAST & WEST SCALE I" 20'
I
/
EXIST. 36" C.M.P. CUT AND MEET EXIST. PAV'T.
/ -
�\ STA. 247+26.35
2+30S 890 25' 43" W I ( 1+00 _ 1+00 S 890 29' 011' w �. 19TH. STREET
10' I (STATE ROUTE 30)
E
K. N
M '
_ — - - 120' R
-- �' -
201 r l p M -
H 1 1GE PO 1,9 i ! 57. 12'
R/W
' i N
R/W • R- 13' RT. 19th ST. STA. 1+57.87 EAST
20" LT. 19TH ST . STA. 1+08.47 WEST
I
INSTALL METAL BE-4M GUARD RAILING ( I o
i I
SLOPE EASEMENT ,N
13' LT. � 19th ST. STA. 1+81 .85 WEST
22.54' RT. CL 19th ST. STA. 0+57.87 EAST
o'�e0
- 22.54 LT. . 19TH ST. STA. 0+81 .85 t�lE-4T _ g�" i 25.10' _
28.82' RT. Ct 19th ST. STA. 0+29.41 EAST
CONSTRUCT HEADWALL WITH ROCK SLOPE PROTECTION-
28.82'-LT.
ROTECTION_28.$2'-LT. -CL-i 9i ST.--.SIS--8+53.39- WEA- I
.P .40' RT. UMP. STA. 246+78.32 ,
R.P. 64' LT IMP. STA. 246+78.33 �')
� � M 8' RT. CL IMP. STA. 246+78.32
s CD
32' LT IMP. STA. 246+78.33
a
cl-
PROTECT TREES AND CONIC. IRRIGATION
~ i LINES IN PLACE EXCEPT FOR NECESSARY
CONSTRUCTION AS DIRECTED BY THE ENGINEER.
' J N
d
I I W
S
W o
uj
Q uj
Q
coQ
I i �
I I I � 12Z.. I
INTERSECTION DETAILS
Z
W
5-
LLJ
O LAJ
dcr 19 TH . STREET
s �
— cn
c� L-yl
t
0. P. R. STATE FEDERALPROJECT No. SHEET TOTAL
DIV. NO. No. SHEETS
1 CALIF. S-SG--695(7) /6
DIST. COUNTY ROUTE SEC. SHEET TOTAL
No. SHEETS
08 Sad 695 C.R. 10 /6
mV�cl"- --
COUNTY ENGINEER REGI ED CIV ENGINEER NO. 8495
EDGER FINISH
I I I ( I DISTRICT ENGINE TRICT 08
I I I I
I ! I Ct r SPIER TRACKS APPROVED
CONSTRUCTION JOINT NOTES
'-I JOINT SEALER
! I I PROTECT EXIST. 1 . A BALL AND CRANE OR STOMPER SHALL NOF 3E USED FOR
PREti1GULDED �=
I RC3 IN PLACE BREAKING CONCRETE. 1 2 p
_ _ --- EXPANSION ON J01 NT
2 REINFORCING STEEL IN EXISE STRUCTURE, IF ANY, ATE:RIAL
ISHALL BE CUT OFF „ti CUT LINE .41D SHALL NOT EXTEND
!
121-5 A 2'-S -1,//811
INTO THE NEIN STRUCTURE UNLESS OTHERWISE DIRECTED. •
! 1 — CONSTRUCTION JOINT 3. JOINT SEALER SHALL 13E USED IN FLOOR CONSTRUCTION�# JOINT SEALER DETAIL
I
- - - - ONLY.
2" PRsJ�OULDED
4. i" EDGER FINISH ON ALL EXPOSED JOINTS. , EXPANSION JOINT
6 MEET EXIST. STRUCTURE ;' MATERIAL
-- - NEW STRUCTURE '
\ I - CUT LINE
NEW STRUCTURE
Col' ,
U`) _ CONSTRUCT ION
C NCr,41I JOINT -- -- - - -- -
PROTECT EXI T.S O . �-
DO
PIPE IN PLACE -�
\ 2" PRENIOULDED EXIST. STRUCTURE - 2" OF CEti1ENT GROUT
EXCAVATE BEHIND FLUME iEXPANSION JOINT (PROPORTION S DIRECTED
TO A DEPTH OF 3' _ - - - MAT-131 AL GENG ENGINEER)
C C PER DETAIL SECTION B-B
BELOW EXIST. GROUND I / "
SURFACE PRIOR TO =00 /
. 42'--011 �1 211-011
CUTTING CONC. CONSTRUCTION JOINT DETA I LS
I / I
I H -
CONSTRUCTION JOINT Y
� /^ I l I
JOIN EXISTING — --- '� - --_ r E STA 220+41 .35 IMP. NO SCALE
k" �
FLCONSTRUCTION , G71
JOINT� � - - - STD_ 51 x5'� -- _ PROTECT EXIST COLIC.
F SINGLE BOX CULVERT ' FLUME IN PLACE
PROTECT EXIST.REINFORCED CONC. ; GENERAL NOTES
iFLUIME & HEADWALL IN PLACE � ' i -
1 . SPECIFICATIONS
E �_ CONSTRUCTION MEET EXIST. STRUCTURE DESIGN: AMERICAN ASSOCIATION OF STATE HIGHWAY
SEE DETAIL I JOINT I �- TRANSITION STRUCTURE OFFICIALS (A.A.S.H.O. ) STANDARD SPECT-
Imp FICATIONS FOR HIGHWAY 3RIDGES DATED 1965
A SEE STANDARD DRAWINGS LH CONSIRUCTION: STATE OF CALIFORNIA DIVISION OF
EXIST. HEADWALL / D80 & D83 FOR DETAILS
HIGHWAYS STANDARD SPECIFICATIONS DATED
& GATE � 141 _ 1/411 JULY, 1964. -
LI VE LOADING: 1-120 -- S 16 - 44
P L A N VARIES 10" DESIGN UNIT STRESSES:
2'-6" TO REI[JFURCED CONCRETE:
SCALE 1/4" = 1 '-0" 2'-11 3/4"
fs = 20,000 p.s. i .
#5 v 1211 f Ic= 3,000 p.s. 1 .
100;, , VARIES 6'-10 3/16" TO 6'-8 311611 O" fc = 1 ,200 p.s. i .
n = 10
#8L a 1211 = CONCRETE: CLASS "A" CONCRETE (STRUCTURE)
--- - - - - - __
REINFORCEMENT: REINFORCING BARS SHALL 3E DE-
#44'w 10" (TYR- FORMED ACCORDING TO A.S.T.IM. A305-56T.
DOTH WALLS) EMBEDMENT IS CLEAR TO OUTSIDE OF �v1A I N
EXIST. �� REINFORCING BARS,AND IS 2" UNLESS
4 .v 18 OTHERWISE NOTED.
HEADWALL 1 : o4 18"
2. ALL EXPOSED CONC. EDGES SHALL BE CHAMFERED 3/4"
EXIST 13C9 95.94 95.94 CONST. 4" DRAIN 2� -6�� o UNLESS OTHERWISE SPECIFIED.
- W/1 C.F. OF SACKED =
- - - I cc
PERVIOUS BACKFILL 2511 I ,#4 1811
MATERIAL.
o I
I 0 20" SPLICE -
" a CTR.
44 w 1811
-89.20 -89.07 89.07
1 30„
EXTEND EXIST STEEL
INTO NEW STRUCTURE.
30" SPLICE
87. 34 CTR.
NOTE: ADD 1300.00 i0 M�
41--10 3/4"
ELEVATIONS SIiOUN ABOVE I— - --- SECTION C — C
SCALE 2" = 1 '-0"
SECTION A - A SECTION B
SCALE 111 = 4' SCALE 211 = 1 '-011
8. P. R. STATE fEOERAL PROJECT Na SHEET TOTAL
DIY. NO. No, SHEETS
1 CALIF. S-SU- 9 . �6
DIST. COUNTY ROUTE SEC. SHEET TOTAL
No. SHEETS �
08 Sdd 695 1 C.R. 1 /6
COUNTY ENGINEER REGIST ED CIVI ENGINEER NO. 0495
DISTRICT ENGINEE RICT 09
RADIUS OF ROUNDING = 6"
y4,s
6« 1 O" APPROVED�L��/-Lr!//G14..
#4 TOT 3 1 �4 18" 1
#4 1811
• 1011
RADIUS OF ROUNDING = 611
#4 .a 1811
77777
20°°
I ,—#A ,a 1011
#4 10" `XIST\� -- #6 #6 L 10" _ (TYP. BOTH WALLS)
—_— `--- UA T,, o
H£gAC` �£� -- - CONSTRUCTION JOINT .
1 #6 L 4 101 1
EXIST. REINFORCEDIc-ir
' _ 1011 (TYP.) CD
CONC. FLUME FLOOR
�i #4 -a 1811
--- Oc
F,} # 6 L v 10"
(TYP.)
— V / I O
jo = # 4 ,x18'1cc
20" SPLICE
CTR — #4 w
tj'c-c 1$11
EXTEND EXIST. STEEL 811 1011
MINIMA INTO NEW
STRUCTURE N
SECTION D - D DETAIL I
II _ 1_ II JO's SPLICE ►� J
SCALE 3/4" = 1 '-0" SCALE 3/4 - 1 0 a CTR
5'-O"
R
}
a
S ECTION E - E
SCALE I" = 11-011
9 11
10'1 VARIES 5'-0" TO 6'-511+ 10"
#4 4 18"
-#4 15"
#4 L 18"41 >r
IS „
#6 L 4 15"
#5 TOT. 2
SEE STANDARD DRAWING # 11
4 �'� 15 - -- -- #4 � 1811
' = D-83 FOR PARAPET +1 +1
i
- - DETAILS CD o{
b #4 L a 1511 -
�I
I
STD. 5'x5' STD. 5'x5' I �- #4 :°' 18" 20" SPLICE
I
SINGLE BOX SINGLE BOX
CTR #4 18"
i CULVERT CULVERT
I EXIST.
{ FLUME
Ln -
(V
{ MEET EX I ST. I
i -- 30"---
SPLICE]
C-) - -
,a CTR
VARIES
--
4'-8"± T075'--T'
9 L 11 21-011
SECTION H - H
SCALE 211 _ 1 I-011
SECTION F SECTION G - G
SCALE 211 = 1 1_011 SCALE211 = 1 1-011
B. P. R. STATEFEDEfiAI PROJECT No. SHEET TOTAL
DIV. NO. 11 SHEETS
7 CALIF. $-$C��695(7) 16
DIST. COUNTY ROUTE SEC. SHEE1 TUTAI
No, SHEETS
08 SBd f 695 1 C.R. 12 A6
COUNTY ENGINEER REGIST ED CIVI ENGINEER MO. 9496
DISTRICJ ENGIN 'STRICT 09
" B APPROVED T r
For Section C-C See - r 12" -
Std. D 72-5 Section C-C 10
C
#4 , Total 8
12" Clr. Exist. 42" R.C.P. I 42" R.C.P. E #4, TOTAL 4
A I " Checkered Plate Cover I A (Typ. ) ,
and Frame00
I Class "A" Conc.
Col lar �-
II i
30" C.M.P.
6" 611 I I
Add #4 '" CIr.
Add 94 — EXISTING ( (TYp• ) I I 1
M
42" R.C.P. 4" Radius FLUME
CONCRETE COLLAR DETAIL I
B — — —
.
Length of Opening 4'-0" STA206 + 82. 63SCALE: 2" = 1 ' -0"
PLAN ,011 3;_011 611
For Inlet Reinforcing and General
NO SCALE Notes See Std. D 72-5
E
•
6" 4'-0" . 611 1 For Face Angle Anchor And Curb Support Details
See Sid. D 72-5 HEADWALL
A STA. 206+84.33 ,
a' Add #4 Total 2 _ SCALE: 1" 1 '-0"
4 .
1 1 21-1011 ,
3'-6" 31:1
' e ` N a•. � Q.
• - EXISTING
#4, TOTAL 2
FLUME
I I For Step Detail
See Std. D 72-5
. Ln
I ( 30" C.M.P
i
d'
OD
L611 31-011 I I
SECTION E - E
SECTION A - A SECTION B - B SCALE : 1 " = 11-011
NO SCALE NO SCALE
TYPE OS ( MODIFIED ) .
INLET S
MISCELLANEOUS
S. P. R. STAT! FEDERAL PROJECT No. sMEET TOTAL
DIV. NO. No. SHEETS
7 S-SG-695 7
DIST. COUNTY ROUTE SEC. SHEET TOTAL
No. SHEETS
08 SBd. 695 C.R. 13 �6
F.L. ELEV.1395.75,
54.73 LT.
Ct IMP. STA. 221+04.50 1
ENTRANCE TAPER 31-011 COUNTY ENGINEER REGIST CIVIL ENGINEER NO. •48S
TYPE "A" A.C. DIKE
1 DISTRICT ENGINE C!
S APPROVED
\ \
F F 0.20' TYPE "B" A.C. 1 :1
FOR DOhNDRA I N DETAILS
SEE STD. D87-A \
/l CURVE DATA: \ SECTION A-A
+ A=44° 10' 24" \
I 3•` -20
=
R �p, \ 111 L
_ ']1-011
f� [U 9 VVV
y� 1
\ L=15.42'
T= 8.12 GRADE TO DRAIN AS
DIRECTED BY ENGINE R
37.37' LT. CL IMP.
TYPE "A" A.C. DIKE \ F STA. 221+40.57
2'R \ _
B
TYPE "A" A.C. DIKE
B.C. 43.98' LT CL IMP LEV. 1396.16
it
STA. 221+17.24
S 151-011
2' RP 34' LTA
Ct
IMP. STA 221 +39.61
.E
PLAN
1 ° = 21_011
F.L. ELEV. 1396.49,32' LT. B F.L.. ELEV. 13.97.00 32' LT.
IMP. STA. 221+39.61 IMP. STA. 221+65.00
TYPE "A" A.C. DIKE PLAN.
a
SHOULDER F.L. 1" = 3'-0"
10% LLJ
-10% _�
cr
31_011 N,
0.20' TYPE "B" A.C. °- TYPE RA" A.C. DIKE SHOULDER F.L.
I VARIES
.— VA RIES
SLOPE VARIES
I 0.20' TYPE 'BA.C.
4
SECTION S -S
SECTION B - B
111 _ 21-011
Ill � 21-011
t
FLARED G U TTER AND --- 35' - 20, 35'
� R
DOWNDRAIN DETAIL TOP EXIST.
FLUME WALL 7'-4-3/4"
EDGE OF PAVEMENT OR F
N •
r
i
1
2" OF CEMENT GROUT _
PLAN (PROPORTION AS DIRECTED
BY THE ENGINEER). 0.20' TYPE "B" A.C.
VARIES ` NO SCALE
CUT & REMOVE EXIST. CONCRETE
LIGHT CLASS ROCK
SECTION F- F
1„ _ 2„
'I-O
1
HEADWALL GRADE AS DIRECTED EDGE OF PAVEMENT FLARED GUTTER AND
BY THE ENGINEER OR F.L.
SPILLWAY DETAIL
0.25' TYPE "B" A.C.
1_ 11
SECTION
TYPICAL SECTION NO SCALE
ROCK MODIFIED PRIVATE ROAD SLOPE PROTECTION -
INTERSECTION
NO SCALE
MISCELLANEOUS
DETAILS
S. P. R. STATE FEDERAL PROJECT IN SHEET TOTAL
DIV. NO. No. SHEETS
T CALIF. S-SG-695 (7) 14
DIST. COUNTY ROUTE SEC. SHEET TOTAL
No. SHEETS
08 SBd 695 C.R. 14 116
n .
_ I ':f -
COUNTY INGINEER EGI TER CIVIL ENGINEER NO. 8495
{c
DRAINAGE SUMMARY "
DISTRICT E GINEER DISTRICT 08
AROVED L.�LLLjGeh
PP
EARTHWORK CULVERT PIPE L. F. w T INVERT DATA
li - cn U CL O Y
w o Y Z -� N = N N z CL a � � INLET OUTLET �j Z
>-" m � � W m cn 1 � � � � LV UJ � - d W cid W - � - � �- � _ � _ �-- W �
D I STANCE DISTANCE STANCE DESCRIPTION STATION
►- cr o O az � � in a Q � N Q ct V` ` ' o STATION STATION ELEVATION w `�J
G_" C/') Q U Z Z tj O r � Cl _1 O Z � M � tV r �
F- a � - - crr L-) z � �D cr v W o v CL C) ELEVATION E V A T I O N
V) � � u L _ c.) Li cr n T . OR LT . RT . OR LT . _
*0. 48 12 CONSTRUCT CONCRETE COLLAR CONNECTION LT . STA • 206+82 . 63
17 . 1 9. 9 III 20 206+94 . 53 47 . 81 ' LT 1344 . 25 MEET EXISTING EXTEND 42" R . C . P . LT .
0. - _ _ A STA. 206+84 .33
22. 0 16 . 3 _ - **38 + 82 . 88 ' LT 1347. 73 206+94 _09 50. 27 ' LT 134,4. 25 RELAY SALVAGED 30 " C .M . P . LT . STA. 206+89
*1 . 94 1 _ _ _ - 12 CONSTRUCT TYPE 0 I STA . 206+94 . 53
119.3 2563 18.34 _ _ 10. 11 CONSTRUCT STA. 220+41 . 35
52.25 28. 16 220+41 - _35-42 . 00 ' IT 1388 . 94 220+41 . 35 21 . 00 ' RT 1388 .31 CONSTRUCT STANDARD SINGLE BOX CULVERT 5X5-AX63' STA. 220+41 -35
3. 1 .4 1 .22 - 1 0 , 1 1 CONSTRUCT CONCRETE TRANSITION STRUCTURE RT . STA. , 220+41 .35
13 CONSTRUCT ASPHALT _ STA . 221 +34
1 16 - 14 228+00 . 00 38 . 35 ' LT 1411 . 62 227+89 . 81 56 . 00 ' LT 1409. 35 13 INSTALL 15" CMP DOWN DRAIN LT . STA. 227+95
-- - - -- -- -- - _ 8 . 13 PLACE ROCK SLOPE PROTECTION LT . STA. 228+35
*2. 56 - _ _ CONSTRUCT STANDARD DOUBLE STRAIGHT HEADWALL LT . STA. 228+40
48 . 6 39 . 1 _ 12 124 229+00. 00 59 . 00 ' LT 1411 . 49 228+40. 00 59 . 00 ' LT 1410. 14 PLACE DOUBLE 36" C .M . P . SIDE DRAIN LT . STA. 228+70
• * CONSTRUCT STANDARD DOUBLE STRAIGHT HEADWALL LT . STA . 229+00
16 . 7 -- 10. 0 _ _PLACE ROCK SUPE PROTECTION LT . STA. 229+05
1 16 14 229+50. 00 38 . 35 ' LT 1415 . 48 229+39 . 81 56 . 00 LT 1413 . E 13 INSTALL 15" C .M. P . DOWNDRAIN LT. STA. 229+45
2.9 _ 6, 13 PLACE ROCK SLOPE PROTECTION RT _ STA. 242+98
6 CONSTRUCT (MGD) TYPE "L" HEADWALL RT (W=6 ' -4" ) (L/2=2 ' -911 STA . 243+00
e-
97 . 5 66 . 9 14 270 245+50 . 00 64 . 00' LT 1456 . 00 243+00. 00 32.50' RT. 1450. 50 PLACE 24" C .M. P . CROSS DRAIN STA. 244+25 ,
* - CONSTRUCT STANDARD TYPE "L" HEADWALL LT (W=6 ' -4" ) $TA. 245+50
1'l 2 6 , 13 PLACE ROCK SLOPE PROTECTION LT . STA. 24:6+76
* - - CONSTRUCT STANDARD SINGLE STRAIGHT HEADWALL LT . STA. 24;6+81
319.0 181 .4 1 2 20 124 **38 270 28 26 . 8 1 TOTALS
NOTES :
1 )* DENOTES FINAL PAY QUANTITY
2 )**DENOTES SALVAGED PIPE
3) # INCLUDES STRUCTURE EXCAVATION
AND BACKFILL BEHIND EXISTING
CONCRETE FLUME WALL.
METAL BEAM GUARD RAILING GUIDE MARKER SUMMARY TYPE "A" A. C. DIKE SUMMARY LIN FT.
STA 246+58 IMP TO STA 149f, CL 19TH ST. WESTTYPE _ NO. Ump STA 206+66.75 TO STA 207+45.3 2 78
TOTAL 203 LIN FT 6 IMP STA 220+30 TO STA 227+UO 705
2
227+00 TO STA 240+00 1326 . 4f..
K 3 CL IMP ARA 240+00 TO STA 247+26.35 838
F 11 TOTAL 2-947
TOTAL 22
L
SUMMARY SHEET
jai
c
' A
Note : NOTE : 5'- 6" with terminal section . May be
less with return sections If separate ols��cT �^+T E post Togo P►o,ect �� /6`
Cable to be parallel to guard roll for straight runs o� sBd 69,5 C,Q
rods connect to concrete anchor. For
of roil. Coble may have angle point at anchor Type 3 Flare,anchorage is only required 3'
late if guard roll IS curved . APPROVAL RECOMMENDED Seo�`�rr�6�r 3 /968
p g for guard roil on side of median where Min' 31/ „
- - - - - Varies traffic is approaching bridge. 4 0
See Note /1'6 Tolerance 16 - - - -
�_ ' o T off1c ngineer
_ _ -11 % 't 0 Registered Civil Engineer No 9618
- - ---_ 8VIF17
4„x8„ L _ _ _ __ __ __ _ _ _ _ _ _ 12 gage �s
- � 8"x 8"Posts _ - _ _ .
Blocks - -_ 1/2'x3"x10" Steel min. —�-
APPROVES April 30, 1968
See Anchor Plate Detail plate for single
- - - - - - - 21 81/2'
- - -
_7
rod connection. '
- - - „ 1
",xv/u,77,77"T
3 %2'x6'1x 10 Steel 15/6 R
/4 Cable „ 1 " ll = e Hignwoy En r
fit Return Section I /4 Rod plate or 2 - /2X3 X10 Approx . �v 117, egistered Civ sneer No 5645
Blocks shaped to a Steel plates for double M 3
No blocks for Terminal Section. I '- 6"x 5'- 0 " rod connection. R- Coto 2 %2' _� 15 5
Concrete anchor Slotted holes Yj R I /8' R.
N_ — _
= tO
Sym. about 7j " pia hole I - 4" Clear reflector
x Cn y 32 on one-way roadway'
6'- 3" 5'- 6" and Variable = _ - Neutral Axis - , 1
\� W a , 2- 3/4 Clear reflectors
, See Note * above N a _ ( , back to back on two-
12 16 �,� ; way roadway.
A ' E0 Co
Reflectors to be center
2" 4" 4" 4" woo-2" ( e�R
12 gage Holes for 8d _�N i mounted .
Terminal or 12 gage 1 U S. Standard galy. nails -\ -�N
r� 1 �+-+-+-+�— 5/ " Machine bolts w/cut i I End Section min. = I to 2 /2 _ See Special Provisions
I -- - - - washers on front face 1 i - for spacing.
I �+ + +�+ - ; , _ I I TION SECTION THRU 1
L
TERMINAL SEC /4 I
� I �- -- --- -� - ; , Total 8 RAIL ELEMENT i
I I � I I
VA * Anchor Plate
rn r I to with " ' 1 Material : .080 Alum. q�p
Secure cable e op I 6 minimum Ground 12 /2 (6061 T6 Alloy )
�%
3/4 Cable 5 cable clips diameter line 1 41/x► 2" 9'68
2 4 /4 a REFLECTOR ASSEMBLY
1 I 1 I N r ' Post bolt slot Toenail with I -16d gal.
1 = I 1 " t hold late =- nail on each side of
I / weld o p
1 4 01 , o I Flat plate washer the block.
O
I 1 " x 4'-6" al. rod ` ` `' 1/2 x 3 x 10 Steel plate for single rod connects on -- - -
- - _ Cut steel washer
1 I ' /4 full n penetration 1 Iii I rand 3/ x 21/ Slot = - - - n Line
I I
with u pee /" we'd around ,� , 4 2 _ Ground L
I I i i welded or drop forged 1 I '� 1 1 2 I o o , 5
e e. /2 x 6 x 10 Steel plate or 2 - /2 x 3 x 10 Steel /e Carriage bolt Shoulder Surfacing
y -
RF plates for double rod connection. - 29/32 X %' Slots with hex nut _ or Top of curb under
Rod between eye and 1! 1> i 1 �i i 1 = 8" x 8 " S4S x I' 2" rol ling
concrete to be covered
with 20 mil coot of coal 968 I 1 ii 1 = 1 -1 5/ 11 x 11/ " Button head oval shoulder bolts with D. F. Block
tar enamel I I II 11 `n 8 4 -
8 VF 17 x 4 - 6" Ion 1 LllJ 1 1%4 recessed hex. nuts- Tota ! . 8 per splice and 4 8"x8" Rough
-1
per terminal section. p F Post M
Concrete anchor RAIL SPLICE
11/2" 3/6 or 7 gage plate Typical post spacing 6'-3" C. to C.
Hex . nut for
5/g" bolt 1 „
\O and
0:i
_� 8"x 8" between post 4"x8" Block between No block between
5/ " It �\ _ and rail on all other line posts . post and rail . post and rail .
Bo -
g Either full penetration _
weld or bend to fit , ,� 6'- 3"
_ _ _ _ _ _ 5/g' Machine bolt and cut washer 6 - 3 I7 /2f
1j2 x3 x23/4 Plate �,
1/q' weld all around 2" - 1/4' weld on front face at neutral axis -
of rail . _ Post bolt slot
Terminal
Hex. nut for I " - - - - - - - - - 1 1 = - _ = Neutral axis 3" °
- -- - Section
stud r - - ---�� = I 1 1,10 - -- _Lapin direction of traffic -- ---- _
T-, r� T n T r M 1 /4 Plate
I
AL1' 11 LT2 L. 11 I .Iiilll .' � , =N I �, �� FLAT PLATE WASHER N
-
I"Dia. stud I Ir
- 4-, -
p 8 x8" Rough x
1 . hole in 1/4' Plate ! 1/2' -� 5�-4�� D.F Post
116 Dlo o e
Standard swaged '
Plate 11
connection for 1/q' weld 2 3j4 I " Dia x 7 " long stud If 115/i6 51/16'
3/4"cable Threaded entire length 3 3 3 , 1
For 5/g Bolt /g /8 /4" Cable to be �r " .✓
I/
on neutral axis swage connected
Metal Beam �
Guard Rail 1711111I I � IIII � - - - - - - - -�-
SECTION A - A
REFLECTOR ASSEMBLY
SWAGED FITTING AND STUD METAL BEAM GUARD RAILING
ANCHOR PLATE DETAILS AND CABLE END ANCHORS
m
7 - 29 - 68 - REV EYE, ADD. TOENAIL NOTE ] Ar
- i
7 "
To occom o Ions doled �� �� d�C
P nY P -
Bond Pipe Pipe Bond
STRICT NT E PostM�les-Total Project SHEET
OB SBd �9�- F/96
II
A:
—3-V," APPROVAL RECOMMENDED
Bolts
1 i � �• of a I O � i � ' \ 1
Te Y
10
i n
�i'
I,I I ' I 1 I I Registered Civil Engineer No.9837
Lk_�L�i L
i I I Band Pie I+ J Approved March 15 , 1968
P I 1 PP -
1 7 J
Helically - 1,
7 Corrugated o o State Highw�11
gineer
Pipe Bond Registere Engineer No.5645
t 1 „ TOP VIEW
/4 Min. 8 Spaces as req'd.
to fit the helix angle ,
= c kotc4jo
� O `� n n oBand
CV O O O o
2"x2"x3/ L - 3
ctt/ 16 2 /e Dia. Carriage
2"x 2"x 3Y6
I Dimension A : 7" Min. between dimples, bolts with cut
2- %2 Bolts I /4 Min• as regd. to fit the helix angle. Helical Pipe washers
I/2 Bolt with head and
• cut washer shaped to =}
- Rivet or Spotweld fit profile of corrugation Band
Pipe {f
and connecting lug. SECTION THRU DIMPLES
Band END VIEW
DETAIL - BAND CONNECTION LUG DETAIL UNIVERSAL COUPLING BAND FOR
TWO PIECE INTEGRAL FLANGE DIE
T '
" PING BAND USE ON C.M.P. THRU 30 INCLUSIVE FORMED
" IDE STANDARD AASHO COUPLING FOR USE ON 6 8
{ 7 W 7 WIDE COUPLING BAND WITH INTEGRAL & 10 H.C.M.P
" FOR USE ON C.M.P THRU 30 INCLUSIVE
FORMED CONNECTING ��LUGS FOR USE
ON C.M.P THRU 30 INCLUSIVE
Band Pipe z ,t
a?"
Band Band. Pipe Band Pipe MI
I ( II II I II
11 I II
11 t I
00'
ZrrL
Iq
it
/2 Bolt with head and 1
1A LJ I I- "T
-
12
cut washer shaped to fit
•profile of corrugation and
� ;0fq .,TBk-,J S 7H:5 S14L 4 .
' connecting lug. 12 12"
NOTE : Angles may be oriented parallel to axis of pipe
_provided connecting holes are slotted lengthwise - 2"x2"x 3/ L
sufficiently to allow adjustment for the helix angle. _
16
5 /2 Bolts .
Rivet or Spotweld Pipe '
Bond
2"x2"x3/sL 2"x2"x3/6L DETAIL- BAND CONNECTION
1
3- �" Bolts 3 - I/2 Bolts " AASHO COUPLING BAND
2 24 WIDE STANDARD S 0 OAU
FOR USE ON C.M.P THRU 96 INCLUSIVE
Rivet or Spotweld Rivet or Spotweld Pipe
1 pipe
Band Band
NOTE
LUG DETAIL DETAIL— ANGLE CONNECTION DETAIL - BAND CONNECTION These details supersede details shown on Standard Plan
�� �� „ A No. D97 page no. 59 of the Standard Plans dated
12 HELICALLY CORRUGATED 12 HELICALLY CORRUGATED BAND 12 WIDE STANDARD AASHO COUPLINGBAND February, 1968 .
BAND WITH INTEGRAL FORMED WITH ANG " INCLUSIVE '
. LE CONNECTIONS FOR FOR USE ON C.M.P THRU 60 ,
CONNECTING LUG FOR USE ON USE ON 12 — 48 H.C.M . P.
'j C. M .P COUPLING
12 - 24 H.C.M.P BAND DETAILS j
,
Fh
in Y
,
., - . . ' r 4. . :P"* `"{• f - _ - r x• , - - r _AIBP / r s • ' 4 - `+ "•+t ""
^ 'T r _ - ( - - J ' , --:rFL.._...+: r►_ .-..-_ _ ,. - - - .it . -7' ..'r:s:.iiac:;,.1•. ..;r- .i;:F ,.i: _, 'idL ..:.,:.=...i:._-t. ..it ` cJi;,..._.iile:'s=;a.,at;. yF ....a.'. r .-t :`-- .,-.r_;5 .... �.- .L..r_...a-- ;.ta-i..lrie L._ _ wi�La�..s . •a. .'.r +i lti.++►- .._..w:'. - s "".:t..a... . a ...a.5'r .i._."_..._. \• :;� !