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i-iEF X O. LTITLE SHEET . .:
HEET ®. 2.TYPICAL SECTIONS
Q
r N0. 3814. PLAN a PROFILE
Q
SHE ET NO. 5. INTERSECTION DETAILS d
SHEET NQ Ito 4 CROSS SECTIONS
- - � n - y -4 'Z - a - r•
IL
h
0
OD
1 ''
rL0UCT Oil
FOOTHILL BLVD. TO NORTH 42 MILE
CUCAMONGA AREA
RD. NO.213450ACADAA W. 0 . H03241
ADS'
ADS' {
ti1 , 15 +00 END PROJECT
10
R
CLUB D .\ pv E
BASE LINE Z
p1K�
G x
G
'4 W
Ix W Q 4
H
N Z W
W
- _ -
W SAN BDNO CO. _ ..
Z PLACED ROAD
Q CLOSED SIGN i
SAN BERNARDINO ROAD
cra
JCCG tv SAN BERNARDINO ROAD
z
Z �.
�w BLVD.
FOOTHILL a Z
FOOTHILL BLVD. AS B ILT
VICINITY MAP
NO SCALE w CORRECTIONS THIS
aoN 28 + 60 . BEGIN. PROJEC W-
74
Z
-401 >
aD 0 .3 ()F
.
_jj I f
ICY
9)
No scaLE
D
HEFT
NO
_� Ow
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. .,._.. _.> -_-�_,. .- �,.- a...•.�.3+' `c.Ai.•-,.vi..:�-. �.-a+.j,se�.�'•,�e3 ,-�-x'-, - -.....lE f+ieAR - _ -
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w Q
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Q
V
Q
i0 CD
. � RW 331 RW ~
30_1
201 TEMP. EASEMENT ASEMENT Ih —
C
32' N
8' i 261 4'
i
b' 26' & VARIES 32'
FOG SEAL 0.04' OPEN GRADED ASPHALT CONCRETE 2' 2' 121 VARIFS
COAT 24 EXCAVATION (FINISHING ROADWAY)
CURB GRAD. ICL PROFILE GRADE BERM GRADE - 24' & VAR I ES 24' FOG SEAL 4.5' , 1 V5 & j
II- 0.04' OPEN GRADED ASPHALT CONCRETE `TO STA.t3+40 COAT.
SLOPE1-1/2:1 — — -
/2 _
LOPE
r
B
�, ... . � CUR GRADE
� � \ BERM GRADE
.�
. PROFILE GRADE
0.33' CLASS 2 0.25' TYPE I A.B. >11IS5
1/4":12' 1/411. i , ; I
SLOPE 1-1/2:11/2:1
D:
0.25' TYPE "B" A.C.
.33' CLASS 2 A.B.
i
i
Sta. 28t79 To Sta. 30 + 43 ,
Sta. 10+00 To Sta. 15+00
i
I r
I
RW 30' & VARIES TEMP. EASEMEN 120' j
; 4;
L
1
1
VAR 2' ty.64' OPEN GRADED ASPHALT CONCRETE 24' 2t 2� - EXCAVATION 1 I
PROFILE GRADE �` f -
BM GRADE B (FINISHING ROADWAYS ,: 0•�i 7 4.5 22'SLOPE 1-4/2:1 SLOPE 1-1/2:1
0.25; TYPE "B" A.C. ! ` - GRADE R
NG
0.33 CLASS 2 A.B. EMB {ROADWAY i E., '� OnLE GRADE
SLOPE 1-1/2:1 1/411:121
SLOPE VARIES �� SLOPE 1-1/2:1
Sta. 30 +43 To Sta. I+ 66.66
OPEN GRADE,AC. OVER EXIST AC.PAV'T. STA.27+30 TO 28+79 0.25' TYPE "B" A.C. \
0.33' CLASS 2 A.B.
VINEYARD AVENUE
CARNELIAN AVENUE To STA. 1+50 '
i
i
. 1
6' 26' & VARIES 26' & VARIES 1
1' 24' 0.04' OPEN GRAD ASPHALT CONCRETE 24' 5' f
VARIES 00' TO II'
AS DIRECTED BY 5' 22' & VARIES 3'
CURB DRAB FIELD ENG R. CURB GRADE _
SLOPE t-1/2.1 II LI, , 14":12' Ct PROFILE GRADE 1/4":12' M �\ SLOPE 1-1/2:1 CURB GRADE-
SLOPE
PROFI Lt GRADE
` CONST. 0.33' PGC. 0.25! TYPE "B" A.C LIMITS SHOWY SLOPE 1-I/Z ,1 _ - SLOPE h.
( IES
N_
SIDEWALK 0.33' CLASS 2 A.B. ' (ON PLANS SH. 3 & 4) CONST 0 ' P.C.C. �` , ,r 'SLOPS 1-1/2:
_ SIDEWALK '
`0.33' CLASS't2�AAB�• i
� I T• t +
I
Sta. 66.66 o Sta. 6 92.50
OD
O -
a
SAN BERNARD-INO ROAD
n i
n - i
cv NOTE:
1 t
6 1. THE UPPER LAYERS YERS
OF ALL IFI�t.T
D CONC. AREAS OTHER THAN OPEN GRADED
ASPHALT CONCRETE WILL REQUIRE A 1
D
--41--.,- 51 28' & VARIES . - . - --'�#� �c . - 28' & VARIES 51 1 i FOG SEAL COAT.
OPEN GMADED A .04' GRADED` ASPHALT CONCRETE 3' 6' 1 i
24 24'
CURB GRADE CURB GRADE
--� , i PLACE .08' TYPE "B" A. C. PROFILE GRADE „. i' _ SLOPE 1-1/2:1 I =iu: ----2% SLOPE _ ,I�= I SLOPE 1-1/2:1
_ OPE 1 1 1
SLOPE 1-1/21. ; _ - /2 ;
r � ill
211 TYPE 1113„ A. = {
C.
t "G
CONST. STANDARD P.C.G. CURB & GUTTER p.25 TYPE 8 I .C. (LIMITS SHORN ,
A
S B U I !. T
PER SAN BERNARD I NO CO. STD. NO. 115 CONST. 0.33
CONST 033 PC.C. 0.33 CLASS 2 A.bi ON PLANS SH. 3 & 4)
SIDEWALK SLOPE GUTTER TO MATCH ROADWAY SL0PE SIDEWALK DRIVEWAY C0:;RECD N S THIS SHEET_ .
+
L _ E
� CARNELIAN AVENUE STA. 3+18 g .• >,�.�.>��""'�'
Sta 6 + 9 2 .50 To Sta. 8+38.46
SECTION FROM STA. 8+38.46 TO STA. 10+00 SIMILAR EXCEPT
THAT THE MEDIAN IS OMITTED & THE INTERSECTION OF t
CARNEUAN 81 VINEYARD OCCURS.
Iv ' . Mo
FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. No.
L A N A R EXIST A. PA 'T 8-I I-70 ROAD DEPARTMENT ,; CA RN E L.I A N H03241
AT Q SHOWN ROAD NO.
DESIGNED BY ✓�r� APPROVED BY 213450AC AD AA
t�wNBY FOOTHILL BLVD. TO 42 MILE N. LIMITS
p
CHECKED BY /Nk� 81"� 78
R COMM NDED, 6zg . C UCAMONGA AREA
_ MARK REVISIONS APPR DATE cHI DESIGN ENGINEERR Y N R �Af�- SHEET 2 of
1
` t
i
I ST. CURB & GUTTF,R
4 $ .
6 UN
TOP OF PROP. M + Z5
A_C_ DIKE '
i` " Z
TOP OF PROP CD. N ry o
9R Q
. • - / A.C. DIKE
48.33
i
: EX I ST, GR01�ID 32' LT.. ,° M r -ab.
/� C1URB RET. ..
126CT0
a. M N 26 po 127+D p
r
Lo 3
10
rq
+ Q
10 +0.63%. .
` ry
S �R �+ Q
' U
rQ
1 i + Q
s N O
iCIDGoCo
7r!m
F44
co
s -
ED
PROP. CL 6=E N r N
,LA
•. �i PROP. CL GRADE �- .r r
c . N
_ �,� - �,
s �� _ co
EXIST. PAv'T _ M A 2. " + ni 0 .yc. '� 1
3 _ ,
e > N C+ coR- i AT + �� + TOP OF W. CD-
- ' - -
_ B
,� . EX I ST. �
� r r _
Ln
_ t / I - M
1•,\ -
1235 'r EXJ ST. CURB & COMPIt _ `S o "
32 LT. OF y + N + �► ti +
TOP OF PROP. X11 + + ^►
TOP OF PROP. A.C. DIKE /'� o
LA
�. A.C. DISE.
o� /
�' _ . IST. RDIJ�ID 32't 13TH 4 210 _ + - 112.61 ! W
+ rn /
31 .49
c app
GRADE BREAK �• _ ."'` ' / ALI
-
��;.
DIKE. RET. I` ,
1235 T. 144.0
161.4
IR ..r TOTALS
EXCAVATION CU. YDS 22.0 N 71.1 358.5 212.5 CRI. I;= 40� 173.5 114.3 70.0 20.0 27.0 12 12. 9 CU. YDS.
EMBANKMENT CU. YDS. 1.4 = 26.7 11.7 58.6 ERT_ I = �. 99.3 348.2 255.0 60.0 172.0 1 194 3 CU. YDS.
.27 28 - - 30 3I 32 33 0 I 2 3 4
�-
BA SET CHI Z " D " TOP CURB 32' W. $ a 93' !!
/ INTERSECTION CARNELI & F00
ELEV. 137.185'
r� " �I j
w A fL CURVE DATA I w
w Q = 40° 58' -39" W 3311 'c ,
u %0 R = 700 '� I /
T _ 261 .56
L = 500.64 !� I CURB RET. DATA N
. 3 0 _ o � Z �/
R = 25� 45 32" �
W
i T _ 36.21 °°
W + 18r r L = 48.33
END D I ICE 2 8� CUT AND MEET EXIST �,K�S�• /� /. =
Y = N 4a 3TA. 2+75
M Q ��.�
/
C 5' 4VE EXIST. /��
� 1 CURB RETURN M��` /. f g y
' to 0 i22
v� PNOP j j
+ ♦ DIKE RET. DATA + I GS'(• N �, /!' 6 �°
_ M ►n
r
l } T = 15.96 r �;
^ + CONST. CURB & GUTTER PER + }� a /� 26' CONST. A.C. DIKE PEW-- IIIILL - `, .� •� �' '�^o "' � �}
\� EXIST. RW N S.B. CO. STD. 115 ;� �. YC % M.P. RW S.B. CO.. STD. 117 L = 26.94' .r-''' 1 _ N �_ o,�oo d
11110
r- - - --- ---
3 rte- - �REMOVE EXIST. CURB b GUTTER - ,� � - --o 4,
-- _ 27 I 28 �' M
' +18 RT. GIST. O
- - STA 3
_ 30 - 32 - -! -- ___,- ±- ° r 16' DRIVEWAY PER $.B. C
y---____.- --- -- ..� . ------ STD. 129
T' i w` i t.
N (• i O N \r
1 � 22;
CURB RET. DATA
Ra-71. 5 Rod I I 5' Rod. EXIST. RW
CONST. A.C. DIKE PER
W Sib._CO. STD, 117 18 A _ 720
�- I! R - 25' 09' 48" cn
P _ x
!4, . RW 1 � � � T - 18.21 _ _ `�' �
(ji CUT EXIST. PAV�T. STA.28+60 �' �► ! a DIKE RET. DATA L = 31.49' ,..
-- 0 FEATHER TO MEET EXIST. '
I
PAVE STA. 28+50 A =-1000 44'
N R 25 _ 5 1
0 T = 30.19 I •�
�I " L = 45.%' -
OD D
a
3 3'QD
Z v,
-- .
A S B U I L T
w I
C:)
N
CORRECT_I NS THIS SFT
CUT AND MEET EXIST.
o a ` PA1!TiSTA. 5+70
gg z
V Z
x DO O a co F- 1
r- a U� J.
FIELD BOOK REF. 213450 AC,AD, aAA
'°off J of .� 00 _ °0�W r COUNTY OF SAN BERNARDINO W. 0. N0.
_ I PLAN: ADDED ADDI TI PAVING 8 PAVED D - - ROAD DEPARTMENT H 03241
CARNELIAN
J�Q Z N U W_OJ
• e � ��� a � Q 4Z? C= ROAD
� • REMOVED B LEMON TREES ICG+ APP V Y ROAD N0.
X DESIGNED�Y w RO .EDB 21345 0 A C,A D,AA
w DRAWN BY \A$k FOOTHILL BLVD. TO 42 MILE N. ?
CHECKED BY • ROAD COMMISSIONER,
R ENDQD BY C UCAMONGA AREA el -78
I j i•
MARK REVISIONS APPR DATE', o SIGN ENGINEER Y ENGINEER DATE SHEET 3 - of 5
44 ..
ow 8 i
TOP OF PROP S8 r Q
�. . A.C. DIKE Q
�: ♦ ' _ - - - ` . . ••.w • ' - Qom,-
cor
:gam o
j TOP OF PROP.
c t" w
ao
A.C.A
CDIKE—IE
. _ N EXIST. GR D _ / ob
i
a— (1
1
� d
- 26 LT OF .}- .� •
:
1285 , 13C5ca
Q
TOP OF EXIST. CURB iN 1 o f, '' 0 C�
& GUTTERLi
t
r
s p
go
tl0 ,
:G r
m + . o-1
M /�
O� ..d_ 'r r � . �� W rr
M
i
- - -.
v ,
M ,
4
I/
_
co C* m m
+
Ill
+ .N 111 � OU
g I / + O f
g _
1265 ��
a
U
r ♦ Or _
N N
111 .. ,. _ -•
O`
„ . o N cf - °a , / �� - EXIST. t* b GUTTER
co
M
i
1
1` r �r
-- 32 RT OF CL
ati
0 0%
I M •r N � t7
mN + N ,Do I- U� rr //
-
N l !7
•.0SEXIST. LI�VVI\V
+ N —
.� r N r
� °� EXIST. ( RDE � � � �-� M ►�
CL a'r °° AT 'p +
ti + N r i
to
�` co
.�
• ti ti N
co+ r-- `— r //
1265 f. IMP � ,
28 �� PROP
57. 4 vCp
m w
10
:
TOP EXIST. CURB & GUTTER F I
i '/�-EXTST. GROMD
32' RT OFLA
tt
[ - OFILE
0co
{{
HOki 1 40, N N _
' VERT. 1"- 4� ;
d
N
3
12.65 4 5 6 -� _ 8 9 ID/ - I I 4 2 13 14 15
INSTALL 102 L.F. 24" It.C.P. om = SET CHIS "0" TOIL CUM WEST S f DE
NEW CARNELIAN ± 350' NORTH OF Y
NOTE: PIPE SALVAGED FROM SAN BERNARDINO RD.
EXISTING LINE MAY BE V)
USED IF APPROVED BY O� ELEV. 12b9.345
co
THE ENGINEER. ti
1� Jm Lu
Q
_Q
J
M
INSTALL 24" RCP �I ON AS PER 0
S.P. 177 (J-50_ B-15 _ X=1 .2) O N
STA. 9+55*18.5' RT. w CUT AND MEET EXIST. PAV`T. STA. 15+00 d' N
' 24" RCP LATERAL CURVE DATA O a FEATHER TO MEET EXIST PAV`T. STA 15t10 ♦ +
CUT AND MEET EXIST _
PAV . STA. 6+95 ,�,� 1, Q :,, _ _ .56 401 Q
a fl'ENfOVE;AND PiACE _ 1 , T - i EXIST RW +
_ c�
�, CONST A.C. IKE
m
SICEWALK -a
S.B.
E�CIST. RW., CO. STD 117 PER
� . N
9
TAPER PQM T
13
Go
SfiREET
M is
-C NSTR. LOCAL DEPRESSION TYPE A
`) P S.B. CO. STD. 203
-- ----- s-- - - -- o .m _. ST. CURB 8 GUTTER PER
R
.
ti �--_� ; -- _ _ NO CO. STD. 115 N '
- ON
_--
AN
+ -._ -` � SAN BERNARDINO
NEL1 _ —__Y_ _ M +
5 AR �— " " —-- - {
J-�, 1� j R\CONST. TYPE A
_ i
-
_--- PE
4 _ 206 _
0110
__--- �'-_ ' = 21 ' V - 4.941 I CONST. SIDEWALK PER EXIST RW
+ _ ,__ CROSS
-: , � SAN BERNARDINO CO. STD. 109 +1
I
----- --- ,1119,PER S.B. 0 STD. 1 1 M I
RET D
--
SEE NOTE 1 DATA
RlMill' EXIST. SIDEWALK
SHEET 5 1+11 A _ 776' 05' 58" b CURB b GUTTER
�� " R — 1 + t
EXIST RW , fl = 102°3913 A b J Il `�.� tom ± T _ 15.651
. R = 32' � L L = 26.56 f
I
T = 39.99' +50 ; EXIST. SIDEWALK
N =
L 57.34' � 1 ,
FE
FEATHER MEET IXIST AT`TPAVA. It50 It-60 ,
I �N S T ST
rnI
W
• 1
- 0
� ^ - 2 � � - o
a)
D AS B U1L `�
o CORRECTIONS THIS SHEET _
w \
f - BY� .._... .�
D W \.
Y >
FIELD BOOK REF. 213450 AC,AD, aAA COUNTY OF SAN BERNARDINO W. o. No.
(lJ I EXIST .T T _11-7 ROAD DEPARTMENT CARNELIAN H03241
ROAD NO.
Z DESIGNED BY �.t'K� APPROVED BY 213450 AC,AD,AA �
DRAWN BY � FOOTHILL BLVD, TO 42 MILE W.
w
PL if H W �t0- LIMITS .
m ', � - - JL�L h�
- „_ 4 d CHECKED BY � T. Rb C MMI' SI N - G . 'DATE-' {
RECOMMF,NDEQ BY w•7�• CUCAMONGA AREA el -Te
' MARK REVISIONS APPR DATE }' NGI R SHEET 4' of .—5
CHIEFTGA-ENGINEEW I
= r
--a 1 Y �- .:,.,_. •.F.,1.._ ' ___ , ,. ., - ... _..< _. a: -_fes -
.L t -_.Y
' 1
I
CLASS B CONCRETE DRAINAGE SUMMARY I
SIDEWALK 3
LOCATION SQ. YDS Z w INVERT DATA 1
0 CULVERT PIPE STRUCTURES 3= 1
Sta. + 0+ Around u
9 _ o d C rb Return Ri 11 .33 vi
1 g h t LIN. FEET
C3 -
_ Sta. 1+99.39 to Sta. 5+30 Ri ht _ 154,31 a r w INLET OU►L.ET DESCRIPTION STATION
g
Sta. 2+05± Around Curb Return _ Left 21.50 cn o oDISTANCE
Sta. 2+35.09 to Sta. 9+10 iLeft� 37.46 a 9 U Z 24" RCP X V STA DISTAN ELEV. STA. ELEV.
_
Sta. 7+26 to Sta. 9+13.5 (Left) 93.75 w RT.or LT. RT or LT
Sta.
8+53- 3
5 t>5 8ta. 8+78.83 (Right)
12.92
i
Sta. 8+78± Around Curb Return (Right) 26 .20 9.06 I 21' 4.94 21' INLET 10+05
/ 32 RT.
Sta. 9+75± Around Curb Return (Right) 31.00
I
Sta. 9+91.46 to Sta. 15+00 (Right) 254 .27 I t .i
r.0£r £k s Yineyard Ave. Sta. 0+57.50 to Sta. 1+18 (Left) 26.88 66+ 40 EXIST 0+90 26 RT 1278.70 9+51 18 RT 1277. 00
S VINEYARD CARNELIAN
-a -42 9+90 32' RT 1280.00 9+51'- 18t RT 1277.00
TOTAL 669. 62 CARNELIAN CARNELIAN
S.
CURB _a GUTTERMI CELLANEOUS__ARES
LOCATION L 0 CATI ON SO. YDS.
Q j
lir q Sta. 28+78 to Sta. 30+43 (Left) 8.91 Sta. 32 00 DRIVEWAY CARNELIAN ST. ( LEFT.) 69.33 Q 4
N
+ + 3
Sta. DRIVEWAY SAN BERNARDINO RD. (LEFT) 16.00
r. .j Sta. 190_ Curb Return & Spandrel Right) .91
ST�r I _ p 1 ( 9 ) I
Sta. 2+10± Curb Return & Spandrel (Left) 9 .28 Sta.3+18 DRIVEWAY CARNELIAN ST. WIGHT) 220.00 w
S Sta. 1+99-39 to Sta. 352 (Right) 7.74 Sta.6+95 'to Sta. 8+35.96 MEDIAN 94. Q
Sta. 9+50± Curb Return-,Spandrels 17.81 A 399.33 Q
Cross Gutter (Right) 7.74
„f ...�.,. _ Sta. +91 . 6 to Sta. + .7 (Right) 0.20 V
_ ,� S 9 4 9 93 9
2x8S 8 i 2 Sta. I O+I6 to Sta. 15+00 (Right) 26.15
Q
S, 6 34 R- Median Curb & Gutter OCD
R / Sta. 7+30 to Sta. 7+65 (Right) 1.89 f
6528 Sta. 8+ to Sta. 8+35.96 (Right) 1 •73 �
E1- Sta. 8+35.96 Curb Return (Median Nose) 0.42 110- 1
Sta. 7+95 to Sta. 8+35.96 (Left) 2.21 N i
65.10
S' 64.261L 3 Vineyard Ave. Sta. 0+57.50 to Sta. 1+22 (Left) 3 .48 '
24 ,�,-,,
_ 65. TOTAL 91.50 C.
65• 0 x ,
LOCAL DEPRE_S_ SION STD 203
65.20 Sta. 10+00 R i ht 2.98
65• DRIVEWAY STD 129 i
64.85 ��� `
1B IL
-
Sta. .3+18 -._16' .Driveway (Right) 4 .89
....TOTAL ..-- l
3. 64.77 TD. 65.0 T. .6S 9'
6 6
. S
•g8 64.IOEl. O •,30� 3*�
Z 8 R/ I
6 .00 C• 4 $T. I
0
-VO
�� 65 65.15T� EXt
0 � : 48 G ��
oC'j �" v' - ALL DEBRIS TO BE REM ED
cD Z 64. 6 �� AZ I EXIST 7g�� RCP `y
�� 6 �O�h FROM CATCH BASIN 1 .N P � f
j � �� p) � N 0 j
f 3
tD 1 Ol �1
Q� h co
1 r i
6 6 6 � O 6� -------- s� . _ r, 1 S'T ro1
5 2
i
6
9
6
6 r i
a I � EXIST. � a
N
� J �
Ih'
CUT ANA
, D MEET
• 1
9i
6 62 I .5g t PAV T A2+75 C ARN E
ST
f 'c
CV IMP OVE ENT ba a'I ���� 6 �2 9 baa i 601 629 a$ brO i 6�2 96 �9 1 6,120 i� � �ti'� (b 0 10 �' q
_ a
%% h�
I 2 ST. / i a
'� ' CARNELIAN I / a
6
1
9
l
cj
a a O O 0 'f5 9
1 .
1
a• � 9 2 a 6 6
a• 6
N
6�
6 6
6 'S
I 6 MEN
C ,gyp 6 4.33
a CD
(o A R/W
6 6'��` _� -54 � � ~� � 'S,\^°' m l o1•°i ^� ►� E XISS.
Ri p? 22' _- ►n o0
9 \
63.6 8 I-L o M
64S 64,53 �� TrsS� c�nl� ^� 1 C, 85TC
O 1. 64- 6S 0 ^ 1 a� '0+57 50 BCR
I
64.30 4.�i
NOTE:
^ o
6 j 'p• �lr
I. ADD 12OO�ALL ELEVATIONS
SHOWN ON THIS DRAWING -4 1 SO S
a10
1
6
4. - / d
3•.
6328 ., %/ G 1
A O
n i �
- a
ZV
ro
6255 Q 2-4"x I'-d' OPENING IN REAR WALL. �� ---
F
� 4 �
\ 62.87 0 CATCH BASIN TO BE � �h 9 yI
PLUGGED WITH CONCRETE
6 ALL DEBRIS TO BE REMOV
6179 p�
FROM CATCH BASIN �I _
* WALK
•6` TA.I t+ M X
0
3
S 8 EET EXIST SIDE
62.1
+ T EXIST. CURB
61. CURB AND GUTTER m i II
�1
W PER. S.B.CO. S TD.I 15 Ui ' 1
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