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Existing . Ground at
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N O M
ao o, O. 200' VC
+ as Ln 1 160
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0. 305% Top of Future Curb l
J
TEMPORARY CONNECTION +
+ L�
M L11 M
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0 0 0 0 o W ULTIMATE CL }
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Grade 0. 532% �' Future CL
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PROFILE
H 0 R I. 1 = 40
i VERT. I" = 4'
/74 / 5 /�'6 177 /�8 /�'9 /80 IB/ 182 IB3 194 I�5 /86
TBM 1 N Top of Brass Cap marked S . B.Co. F. C. D. at 50' South of
Sta. 182+44
ELEVATION — 1161 . 095
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W
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ti N L = 122 .49' o R = 3000' o '+
Z T = 61 . 25 ' .� + +
� N
- - o �, L = 122 .49' o 000 m
L`� Z Temporary Connection .�
v + N a In `v Y� �-Future R/W N Ln op
U
v m Y J Y
A c Y r { ' Future Curb Line �— M 1 M
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- --a- 170' —
Ex I st I ng R/W Future Edgje of Pv;nt .— 72
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-' ,_I�ESI�OUt10.—
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St — E . Q . — ` Const — -- — — —
91° 0 45
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\ \ \ \ \ \ _ \ D F 01523 22.5 RT. \:
EASTBOUND
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o Prop . Edge of Pvmt • Future Edge of Pvmt . —
M Existing R/W _
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V Y ✓ Y y Y V K Y Y v Y v f
v � r v ( v Y � v J cf- r v- Yv 'r S.B.C.F.C.D: MONUMENTS Future Curb Line o
V Y Y Y � v �y(r r r Y' Y'
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CUCAMONGA W o o ``� .a I �
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FOR DESIGN OF ARROW ROUTE , FOOTHILL N -- ti o 60!
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FROM STA. 173+88.45, WEST, TO
THE A.T. a S. F. R . R. SEE FILE CONST. LIMITS 0- �m a '' BOOK 383 bwc' No, 52,
1065. REVISIONS COUNTY OF SAN BERNARDINO
ARROW ROUTE
o MARK DATE DESCRIPTION ROAD DEPARTMENT
I U
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ARROW ROUTE
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- CUCAMONGA
RD. NO. 129250AF W.0. H00860
CL
VICINITY MAP DRAWN BY R H , CHECKED BY y���` APPROVED BY
SUBMITTED BY +, t ENGINEER
I DATE SCALE FILE NO. DRWG. NO.
-
CHIEF DESIGN N IN ER
RECOMMENDED BY , s_:, /O-IS-6S {�
A ST. ROAD COMMISSIONER-ENGR. 6 X65 AS S I IOWn 1708 ( 0} 3
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TBM 1 N Top of Brass Cap marked
S . B . Co. F . C . D . at 50 '
South of Sta. 182+44
ELEVATION N 1161 . 095
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FUTURE CE WESTBOUND-- -- = o
onst E. O. — (const —�
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Future Edge of Pvmt .
S. B . C . F. C. D. R/W { -
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1` F-- I` M � Ln l!1 O In
— Q_ " 0- a_ Q - REVISIONS COUNTY OF SAN BERNARDINO
c � � M � � w � � ROAD DEPARTMENT
M a m � MARK DATE DESCRIPTION
PLAN ARROW ROUTE
N i =40
CUCAMONGA
RD. NO. 129250 AF W.0.
DRAWN BY RH �2 CHECKED BYE APPROVED BY
SUBMITTED BY (�, �,.,;r„ i c,�c�
-------------------------------------------------------------------------
COUNTY ENGINEER
HIEF DESIGN ENGINEER DATE SCALE FILE NO. DRWG. NO.
RECOMMENDED BY f'`>_a�t; �. = � 6/65 AS Shown 1 7 0 8 2 Of 3
SST. ROAD COMMISSIONER-ENGR.
SAN ■DNO BLUEPRINT CO.
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Set R. R . Spike 4 -
pke inPP7 619E
at 22 ' ± South of Sta. 199+11
ELEVATION N 1162 . 625
� N � COS T. �
v �
v rt ARIES-25' TO 3 ARIES __5'TO 35 _. 30' 0'
L () 3
a) cC a) CL a) Is' 18' Is'
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r (D / LEVEL LINE
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L7 - cC L LD •/ //�2 m
;' oma o �+ �_ I R Value = 76 In Fill / �'
cu; `� 3 N �' Traff is Index = 6. 1 2TL" A.C . on Native Soil I 2 V2' A.C. on Native c
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L..) oco �- o w o M �' �D m PROPOSED TYPICAL SECTION
a, CL Const . o Ct Const . PROPOSED TYPICAL SECTION
Sta 109+00 to Sta 176+00
= 2°20' 21 .5" -� A = 2°20' 21 .5"
.� + 109+00
Sta 189+00 to Sta 196+00
to Sta >
Sta 106 00 _
O I L U1 - I
- - 300
R - 3000 0 U1,
R
T = 61 . 25 z,� T = b1 . 25 o Sta 176+00 to Sta 182+50 >
o L = 122 .49 0+ v L = 122 .49 '^ Sta 187+50 to Sta 189+00 0
_ z ,1„� a ao �, Sta 196+00 to Sta 198+50
CD �)Lj � a Y w yVYd Future R/W rYry r Yy Y VV V Y V'
Y r v V Y v J Y ��� r Y` v Y V .T �r r r I ✓ - v r v v .r t v 'r Y ✓ Y Y'
( y v Y y Y r ✓ V V W `� 'C Y Y Y Y V Y Y Y y Y r Yr v Y � '1' y Y V V v y- Y `� �/ � / y V V V Y y / y v Y Y y- Y V y
Y Y Y `- `Y Y! Y `f Y- Y Y Y 7r Y Y `- Y Y y Y V I/ V VY Y y Y Y V V V •Y Y Y V Y y/ Y' Y Y Y Y `r '� V V �r Y 'C Y Y 1( Y Y Y y Y y V V y Y sc Y- v y 'r `f Y Y V Y V Y Y Y Y y Y Y V V v 1✓ V Y Y Y Y v Y V V Y Y Y � Y' Y Y Y Y V V � V Y Y V" V' V
Future Curb Lines Existing R/W c
w b �
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Const M
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istln R/W
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ROUTE OI OI �1
M \ —T N N
--- E. 0 _
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6 Future Curb Line Existing R/W
J Y V t I ( ( d Y V V J r Y Y i r r
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/ Y \f Yf '( r Y Y' V y T' 'r T Y Y V-V' Y \' Y �/ Y ✓ Y Y Y Y Y V y Y' Y V
u Y v v v I 0 Y v r Y Y Y Y / ✓ r ✓
r Future R/W , , ,
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Future R/W I I 1 14' Future R/W v
36
a) 0. 51114119.5' 12' 24' 24' 12' 9.5' 4' 0. 5' }
0 I 0.67' i 0.36' 0 .36' 0.67' I` a
- - - — -
.0
C fd f� L7
T ULTIMATE TYPICAL SECTION_
c aJ -
a - � Sta 106+00 to Sta 109+00
c „ o a) w I.) a` CL o > a Sta 176+00 to Sta 189+00
(13 oc In W I O c c t t a) LLI
o � I �n •- a) o • -0 vl a n Q. a)
3 I Sta 196+00 to Sta 198+50
IL -0 (A _ ��r1r\00f a . - 3 1- - 0 BOOK 383 DWG
Vf 0 cu Lo 10
to m O N M 3 ,J +� O -
REVISIONS COUNTY OF SAN BERNARDINO
— - u Ln� 1 .a � ca c I` — - -
u a) u � u c.� u — r` -
In c r� In = >g c� �- c cr 3 — vY a MARK DATE DESCRIPTION ROAD DEPARTMENT
AS o • o ++ as • • o • - oN o CL c a) a) a °° Future R/W 50' 50' Future R/W
c7 v N ac to a s 3 3 L-)cl 00 L-) � a � m m � o
,14' , 36' 36' 1 14' ARROW ROUTE
� 0.5 4 9.5 _
1 I I 1 1
24 12 9.5 4 0. 5
CA PLAN I I
510 a Var . 0. 36 ' 0_67 CUCAM ON GA
I� I - 40
ULTIMATE P I CAL SECTION RD. N0. 129250 A F W0. H00860
Sta 109+00 to Sta 176+00 +
DRAWN BY
$t a 189+00 to S t a 196+00 R H ��. CHECKED BY �� � >�K APPROVED BY
SUBMITTED BY ��,{i{. Yl 4- _ COUNTY ENGINEER
HI F SIGN ENGINEER DATE SCALE FILE N0. DRWG. N0.
RECOMMENDED BY '` `% a= ,� 6/65 AS Shown 1708'
7 0 8 3 of 3
SST. ROAD COMMISSIONER-ENGR.
SAN ■ONO BLUEPRINT CO.