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PROP EDGE OF PAV'T 14' LT OF R?W r o oa �� M w he
c Co _ Lri o1 v0° Co -3.52' o` ` ca w .
rl� M — cf M ,� U-\ V C7 fo
14
+CD � +4.15'/ �* �r �`!
36' NORTH CL I o '10 �\
M .p O \ p
N
.a -4.37%
co 1450 � ti �. c \
o CT Ln N o + .o •a .a .•a \ -3-h2 a
o' er + ,� — � ;ct p N v
C � + � O �`
.�rpp- — — — — — — — Ln .a m o0 O
N ct Ln r + ct
Z Q` M O Q` + N
Lf1 Lr\ �' t tf\ .D C�
o '. PROP. R lW Ct a Lrr ``'Lr�
�� o
S Lr� _ a L
00
Ln `` Ln
+ CT �
BASE LINE i +4.15% 550' V.C.
GL Q " ULT I MATE DESIGN Q /��
1450 0 ti OD `;,
M N a' 100' V.C. o 8 7'' m
pp ~ + M
~ N Gr cf N .O a ,
1� ltd �
tri, �r .o 0o \
00
CT > t CC .O
/ m m '�
Co L. ro �
10 u1\ 00 IZT
g +4.07' ) -3 60% a-
d *
;- PROP EDGE OF PAVEMENT VARYING WIDTH FROM R/W rt w - r ` }
36' SOUTH CL -� Cc z
2 _ + Lri - -4.37'/
1450 1450
-6.93% +2.00
- 1 _ PROFILE 3
0 SCALE: 1'�= 4�0' HORIZ PROP FLOW LINE ELEV. 38' RT R/W CL�
CL ALTA CUESTA ' a I' = 6 VERT. .
CIO ()I,-
10 *^/� '
16 .a
+ 1 t
40' VC---�
i
i
-1 0� 1 w 2 3 4 5 6 7 8 9 1
w w w w w w o BM
> w W w SET RR SPIKE IN P No. 416284E 285' WEST
N w OF 0+00231 NORTH OF BASELINE
Iiz- Fes- f`�- Cao F- Lr o ' — o'
Y 0 .p
p Cf F- O JI O C^ Q O S Q `O
N ELEVATION = 1456.23
1 Jco ;Z
a 00
O` to =l0 c/') to D � :7D CD w 'lf1 � W
ZLZ :N Z
d[]d a_ I
Q X'
Ln O`
� I
=Co UN
Lr\ / 00,
FUTURE RAJ ---� ( \ ,I. FUTURE R/W--ti
- T EXISTING R/W
01f ot
I AS BUILT 6" A.C.
- '�l f / � � -� � � -� � � 1 ` AS BUILT EDGE OF EX
� R� � -� BERM -
M
0 - - i rt..-.-.. 2 — –. ..Y.. - - 41 •---5 61 _. .._ j � — � -7T81 9 /
31
st
i:L--FUTURE CONST,
w
ROPOSED CONST
_-. Q1 AS BU I LT gqo 5 y ppll
LINI � AS BUILT EDGE OF PAV T rn
CD t I I LJ � � I 6" A.C. BERM / � 4
! I L 2WFUTURE EDGE OF PAV'T ° M
I FUTU CONSTRUCT. 8" AC BERM AS PER CO STD No. 1.17 � �S BUILT b" A.C. BERM
t EXISTING R,/W--1 ` CID EXISTING R/W I PROP R/W
+ ` a z REMOVE EXISTING CROSS-GUTTER ,
a bi O= M REMOVE EXISTING CURB & GUTTER W I
` N :w TO STA - 0+80 (AS SOU I LT) MFFT EXIST
H M + r- STA -0+80
(MF
U M W +� X
> W I I
CD
PLAN
Q�� 301
w 12 n Q
ON
o .
L,J SCALE: 1 =40'
� i
L!1 0
> N J
Q m
CL
V)-j LLJ
�
W 3 F- Z Z =
W W W U C-)LD
J O .p
rN-- N F--
1cc Lr\
O Q'� O u1 - -
O �W Z Z �� N
coo a
O U '
BASE LINE z
a o FIELD BOOK HWY-312 No.D CURVE DATA _J' n I w
IV
REVISIONS COUNTY OF SAN BERNARDINO
D o DELTA R T L 'y MARK DATE DESCRIPTION ROAD DEPARTMENT
O1 40 26' 30" 2000 72.66 155.04 '
° 11 BASE LINE
�24 26 30 1987 77.056 154.04 r
� w
0 ° , = z UPLAND CITYLIMITS TO CARNELIAN ST
3 4 26 30 2000 72.66 155.04 COi�STRUCTIOiJ AREA >
O 4° 2b' 30" 2000' 72.66 155.04 UPLAND
157700 AA
VICINITY MAP _ RD. ^� wa H000Ss
DRAWN BY CHECKED BY y f l� APPROVED BY
k SUBMITTED BY t. ,
l 2
COUNTY ENGINEER
C- EF DESIGN ENGINEER DATE SCALE FILE NO. DRWG. NO.
L RECOMMENDED BY „�-
A T. ROAD COMMISSIONER-ENGR. DEC. 64 As Shown 1437-1 1 of 4.
SAN BONO BLUEPRINT CO. --
200' V.C.
170' V.C.
0
V.C. = 170' LiU Ir LNn o o~ N
/ — r^ ► N LNnU`\ ti
C) --�-m-- � U`\�
r,-4rr -d—
� o
vo, -0.35% — — — v
1450 FRCP EDGE OF FAVE`4rE 14' LT OF Rr
-3.82•
3b' NORTH CL — /
o, M 1�.V/1NU 14L11 .50
N O
N
� M �
M O 00
ULT 1h1ATE DESIGN �i� ___ ------ --- — ----- -- ------ - --- -------
r __ l ---- ---- - ROP R tr1
1450• +0.87/ � � -0.35%
4 Q- C) M N a a
01 N N N O` '� S
r +4.37 / °: u, N + u, In O
- 37% _ � S `` W CO �, + IN V + U1. v � + Ln S
C) Ln ct �t Ln oo + o
CL BASE LINE i N
o � u, ►; 150' V.C.
+ o a 06
!1 U � 170' V.C.
+ u1 m pt
U
I O
CL
-• 170' V.C.
1450hill
i _
+0.870/ M M � ^ PROP. FLOW LINE ELEVAT 10N8'''f�i.-9F $�W
+4. 1 1
r` n nIf\ i�
I{r' —---- — — — — —
-4.37' / /� cc 00
M cr v cr wl o 0
N oC o -� S, ct
36' SOUTH CL — o �� � 150' V.C. -
.+ 3 c Qa INV 1438.21' PROFILE
a
170' V.C. SCALE: I = 40 HORIZ
170' U.G. , I 8' VERT.
9 10 II 12 13 14 15 16 17 18 19
B.M.
3 SET RR SPIKE IN P. No. 416274E AT STA 15+15.23'
a NORTH ON BASELINE
F•-
3
w �
ELEVATION - 1453.76
cn u w
uj
CL CONST. CURVE DATA C= r,4 W w w
a A = 3° 08' 41" L; � °
C4
L) - R = 2000'_ N S 'r° c -
�' ;.� T = 54.90' caCL
FURNISH AND INSTALL + LoL = 109.77 Z FUTURE R44 Z Z
Ti%IN 36+ X 22' LAP ARCH a �� NOTE: FOR DETAILS OF � � w
14 GAD:, 98' LOW EACH Q SLOPE PROTECTION SEE
AS BUILT 100' EACH "' �-FUTURE R1W Li SHEET No. 4
--
O
(FUTURE) (FUTURE) END GF 6" A.C. BERM
EXISTING R/W
AS BUILT 6" A.C. BERh9 REMGVE EXISTING WAL ,I REMGVE EXIST WALL -�
BUI T ' + + +
'
�� , �• II � BASE 12 LINE 16 -
_�, 13� 14 171 Riw 18
R P E CONST _.- --- — —
4 REFLECTORS INSTALLEDOc
ccff.
p ND OF ERIN °� Lr
d \ AS
BUILT b" BERN' FENCE ?�1CVED �oI _
UTUR� 8" AC BERM PER Lo STD No. 117 --
AS BUILT 15" CMP 20' LONG � � �lllEXISTING R/W—
Iai FUTURE RAb,'
i i
NOTE: FOR SECTION AT STA. 10+pp Q N ,�
SEE SHEET No. 4 Q- o;rlj M
C) j C)
�' CL CONST CURVE DATA
a Q = 3' 08 41
' " w Ur
R = 2000' - PLAN
w T = 54.90' -
.I
Q(„ L = 109.77' SCALE: I"= 40'
u-jF
r=
�C) U-i � w N
Z ZUZ Lwi �
w
J U W LL
cn Q > Z
j n 3LjjCZE N = � z
V a�� u ¢ w Q
- o Iw
� -
a �az a _
V)I,cl-
z
CO
o
� 0 - FIELD BOOK HWY—312
OW No. log
D REVISIONS COUNTY OF SAN BERNARDINO
MARK DATE DESCRIPTION ROAD DEPARTMENT
'P 4 BASE LINE
41, UPLAND CITY LIMITS TO CARNELIAN ST
� - UPLAND
t RD. N0.
1167650 A-A 57700 AA W 0 H00056
NDRAWN BY r k. i CHECKED BY w,g APPROVED BY
SUBMITTED BY u ff " Yi ru 6 iu COUNTY ENGINEER
IEF DESIGN ENGINEER DATE SCALE FILE NO. DRWG. NO.
RECOMMENDED BY - DEC. 64 As Shown 1437-2 2 of 4
ASST. ROAD COMMISSIONER
SAN BDNO BLUEPRINT CO.
p
W
a,
200' VC 276' VC
,. PIL
^` NORTH
o
C M 1
CD cr N a� �t co ,f, � o`0 — CARNEL 1 AN STREET
O O' Q` 00 CO !'O N N
Lr\
36' NORTH -0.35% czr ao N oS - — o�— ti � `
w; � _
� � r`
1450 -1 .51% o +2-20°i — � �, 1450 2 - .6-10%
o a
,r� _ M � w
- .94°/I CD
CD r- -4.42%10, o
PROP EDuE OF PAV'T 14 1 LT OF R/W CL ' + °: — Q
Z + 0 = a7+93.21 Q
t I C C:* 1 �
m I 47 -4QUTH
a y
LC
K1 O` M
N 46
N + O
+ N N
O O N �
CL BASE L i NE PROPOSED R _ N �; + O
1450 -
ac \ M ` w
Lr\ N -2.00 00 —�— +2.55°� `� -2.94°' -
co
Oo o� rn �.
a, czrn U\ OCo N �i + w N .� M I` r Gf
Q 7
+ u- + czr� N Ct t O 3 + + Oc 1D
M d'
r N N C +
200' VC I 300' VC +
1450 PROPOSED FLOWLINE ELEV — PROPOSED EDGE OF PAV'T
cc
— _ --
36' SOUTH CL �• —� _ °� +2.9 , TAPER I N6 WIDTH `n
M
M Z �
OD o,
CCIS
U 01 U Q
no CID
n ! W of
PROFILE
+
200' VCN M SCALE: 1"=40' HORIZ.
+ 1 8' VERT.
C
276' VC
191 201 211 x 221 _ I� 21 31 41 51
C) B.M. - CHIZ x CENTER OF CURB RET. S/W CORNER
c� w CARNELIAN & BASELINE
CD `
N L.)� Q �, ELEVATION - 1447.80
_ PLAN
� o J
� CIDJ N SCALE: I"= 4d
N
iw- � Q JJp �
O O
3 � 3 3 2
O
s O � 'SWI W Z I O Z
CL O U H C_ CL
c .rMEET G
T . STA 1+00
LLam, r
Ii ppp
Qi
a
EI ITI IRF R 44 o` FUTURE R/W �� I
o�
.FUTURE " w� EA,K AND RDIOVE EXIST CONC SLAB AND
CURE AND �U t(i_ (FUTURE)
oI EXISTING R/W _ FUTURE8II A.C. 6ERIA _ o
-� AS BU I LT 6" A.C. BERM� ° FUTURE . EDGE OF PAV'T -�
if F 19; 20 _ iw "- _ 2 — - 31 - 4
M
PROPOSED CONST l9c3)' _ " 1°07'04"
f'fl '-
AS BUILT Ell OF PAV'T Do _ �. ;=— TAPER
AS BUILT 6 A.C. BERM °
FUTURE ZD6E OF PAV'T EXISTINb R/W
FUTURE " AL BFRM ---X
EXIST R!W 2 2' FUTURE 8" AC BERM
FUTURE R7-
Z
f (i I i
.O
: I +
n I MEET EXISTING
N� di
STA 47+00v1r- 'l----
4A' 4al
co + '
V x
0
Z m
co � p
w w w
p OC w FIELD BOOK HWY-312 ONNG No.
' w J J V) REVISIONS COUNTY OF SAN BERNARDINO
Q D � 3 Q MARK DATE DESCRIPTION ROAD DEPARTMENT
D 3
r w J Q -�- BASE LINE
-� UPLAND CITY LIMITS TO CARNELIAN ST
� N
UPLAND
157700 AA
RD. N0. WO F
DRAWN BY d CHECKED BY K APPROVED BY
SUBMITTED BY ,- ,`�-' ! r, : UO-UN r.
IEF DESI N ENGNEER DATE SCALE
RECOMMENDED BY � c'
A ST. RDEC. 64 s Shown
DAD COMMISSIONER-ENGR. A
SAN BLUEPRINT C.O.
t
f
CL
PROPOSED
R.1W CONST.
R 44
Ilil
PROFILE GRADES PROFILE 6RADES
AS SiriOv,'k ON PROF I LE
AS Sf;Gvyv ONPI�CF I LE
FUTURE SHEETS FUTURE
SHEETS CON T. CONST.
I
I Q '
50' CUT SLOPE 314:1
Q
FOR DEI A I LS ON
SLOPE PROTECTION
SEE SECT ION & NOTES
38' �'
BELOW 1
O- I 00
0
I 14
I 6' 6' 20 '
I
0.50' 4' 7.50 12' 14' 6' 32' 7:50' a' 0.50' 0.67 00
' � I 0.25' 0. ' 1 1/2:
IN CUT_ — LEVEL LINE IN CUT u J
; 0.28' 13' 0.80' � — — — _=,o. -- - — — — — —
0 0.80' 0.13 2.00
1 1/
1 1. 2'1 2'1
— -- -- — - - -- ---- - IN FILL IN FILL
II BERM
CO SID. No. 117
3" ASPH. CONC. TYPE B
11411:11 R VALUE = 75 (N o4,,e M4I.)
1 1411: T. I . = 6.5
NOTE: FUTURE CONSTRUCTION - APPLY
SEAL COAT AS PER STATE.STG SPEC SECT
3" ASPH, CONC TYPF R 37-1 .01
R VALUE = 75
T. I . = 6.5 QE7StuN DATA
TYPICAL SECTION A.D.T. PRESENT - 1190 TYPICAL SECTION
FUTURE CONSTRUCTION A.D.T. 19 85 . 4820 . . ------------------ .......... PROPOSED CONSTRUCTION
T.I. 10 YEAR 6.5 ----- SEE PLANS FOR AS BUILT CONSTRUCTION
DESIGN SPEED 50 .MPH
DESIGN STAND. ROLLING
Notes: Left side full supe re I evat i on of 2% shall be attained
from sta. 9+50 to sta. 13+00 with a 100' transition
from sta. 13+00 to 14+00.
12' 12' 14' R
fV
P WIRE MESH -
OPE I REINFORCEMENT
1211
3/4:1 SLOPE
TYPICAL HALF SECTION
Notes: Fu l l supF,re I evat i on on l of t s i cb, f rom Sta. 9+50 fn
Sta 13+00
Transitions from Sta.8+50 to Sta.9+50 and from
Sta. 13+00 to Sta 14+W
R = 1 .5' 211
4"
2'OX SLOPE o o
!:*--ROCK POCKET
R/W
2" WEEP HOLES
1171 A-1 10' C to C
14' I 8;
n
1445 1445
INV FIEV FV I Notes: SLOPE PROTEC I(XJ
1441 .50 1 - Air blown mortar shall be as per section 53 AIR BLOWN RTAR
of State Standard Specifications of July 19E4 FRUA S1A. 11+00 to STA. 13+00
1440 - _111V �-- 1440 2 - Metal re.i nforcement shal I consist of No. 6 gauge
1438.21 wire 6" centers;wrere ever sheets meet. They FUTURE CONSTRUCTION
r
_ I \ fastenedpat togethert 4 and shall be securely
k �e V ' " 3 - Construction joints shall be constructed at 40' intervals
�= ARCH 14 GAGE, 98' LONG EACH
�. .�
1`435 AS BUILT 100' LONG 1435
U -1 X532 3 FIELD BOOK HWY—312 Dws No.
O
Q _ _._.. REVISIONS COUNTY OF SAN BERNARDINO
MARK DATE DESCRIPTION ROAD DEPARTMENT
D
. , 143 0 CROSS SECTION AT-STA 10+00 14 3 0 _ L : i- ^r E
SCALE HOR I Z: , = 20- BASE LINE
> VERT. : 111 = 51 UPLAND CITY LIMITS TO CARNELIAN ST
-� 15770WL A ND
RD. N0. 15765e WO H00056
DRAWN BY CHECKED BY `/�( �G APPROVED BY
SUBMITTED BY (l la i/�, A �.- COUNTY ENGINEER
C DESIGN ENGINEER DATE SCALE FILE NO. D�G. NO.
T' RECOMMENDED BY - ,IEF DEC• 64 As Shown 1437-4 of 4
ASST. ROAD COMMISSIONER-ENG
SAN BDNO BLUEPRINT CO.
t j.!