HomeMy WebLinkAbout2504-13.tif1350
LEFT
1350
C. L.
1350
RIGHT
110+00
PROFILE SCALE
VERT: l i n = 4 f t
HORZ: l in = 40 ft
ABBREVIATIONS:
(E. P.) EXISTING EDGE OF PAVEMENT
C/L
CENTERLINE
R/W
RIGHT-OF-WAY
FL
FLOW LINE
(41.10)
EXISTING SURFACE ELEVATION
PL
PROPERTY LINE
A.C.
ASPHALTIC CONCRETE
DETENTION BASIN
SEE SHEET N(1_ 11
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I I
10" SEWER MAIN
0
II 06Q
PROPOSED BOX CULVERTS
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LO
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6
BASELINE SETBACK LINE
Ld
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/�S 3
— — — — — — — — — — —10 — — — — — — —
R/W 610. 63'
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110+00
PROFILE SCALE
VERT: l i n = 4 f t
HORZ: l in = 40 ft
ABBREVIATIONS:
(E. P.) EXISTING EDGE OF PAVEMENT
C/L
CENTERLINE
R/W
RIGHT-OF-WAY
FL
FLOW LINE
(41.10)
EXISTING SURFACE ELEVATION
PL
PROPERTY LINE
A.C.
ASPHALTIC CONCRETE
LEGEND:
0 EX131'NG SIGNAL LIGHT & POLE
® EXISTING SIGNAL CABLE PULLBOX
4 EXISTING STREET LIGHT
-A jt EXISTING FENCE
NvTES
BENCH MARK:
CITY OF FONTANA BENCHMARK
NO. 378, CIRCUIT NO. 67-5,
30D NAIL IN POWER POLE (NO
NUMBER), SOUTHWEST CORNER OF
BEECH & FOOTHILL BLVD., DATE
SEPTEMBER 1967,
ELEVATION 1267.84
117+00
1 1 b +U tJ
1 10+00
120+00
12 i +00
NATURAL GROUND 'AT 66' RIGHT
122+U0
�350i
- LE.FT�
1350
C. L.
--' 13.50.
RTr-HT
123+00 124+00 125+00 125+00 - - ,127+00 128+00
co
Q
0
z
w
-� — — — — — —
CURVE DATA:
CURVE
NUMBER DELTA
90° 15' 42"
EXIST INC, FL
117 � �' 1 — /I� 119 •—•—•'•—• •—•—'—• 20 —� /—L-
121 ��•��` +��• 122 23 — 24— 25—
18 26— 127
U. G. SIGNAL CABLE
— — — — — — — — — — —
(17" WATER)— --7/
U. G. PHONE CABLE I Pp m PP / PP
Pr /
L —( 17" WATER)— CONSTRUCTION NOTES:
EXISTING CURB & GUTTER----'_
ARC TANGENT
RADIUS LENGTH LENGTH
35.00' 55. 14' 35. 15'
�-® EXISTING R/W CONSTRUCT 5-1/2" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. { SEE GEN. NOTES NO. 6 & 7)
\ Q-- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD, NO. 101
\
req /
STA. 10+00.00 CA HEMLOCK AVE / � i I ! �5--- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A
STA, i i b+36. 7 7 C/L BASEL I NE AVE
1. ADD 1300 FEET TO ALL PLAN VIEW ELEVATIONS.
7 TD A CC T (' C T ('`\I A I DCI (1CAT T nN A T TIC NODTL;C A CT !'/1r�NCD (lC
J 1 V Vl1L 1\LLV I l V /l 1 1 1 L 1\ 1 1 LlIJ i \BVI LI\ VI
HEMLOCK AND BASELINE BY SEPARATE PLAN,
REFERENCE SIGNING AND STRIPING PLAN FOR BASELINE REQUIREMENTS.
CALL: TOLL FREE
1-m
1CM04..-l\--
T`:;'�'�s; `•Pcl<!)FKI(JG DA`rS EsEFO�E YVU DIC,
FINAL IMt-ROVEMEvNT,,cjl
CIVIL ENCI]VEERIPIC CCONSULTANTS
ENGINEERING - PLANNING - SURVEYING - ClVILCADD SOFTWARE SUPPORT
680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 — (909) 885-3800
A III/ -ATTTIIH
,z ii, v E.1 \7
N,
REVISIONS Enginee Date: A Cl tyrovDate: v LLYv
DRAWN BY
NJK
CHECKED RY
BRH
SCALE
.708 No.
965023
DATE
JUNE 97
LONN'r L'
OF
ft
OUIVC1
6 — CONSTRUCT 4" THICK P. C. C. SIDEWALK, 5' WIDE, PER CITY OF FONTANA STD. NO. 105A
10 CONSTRUCT Ort' MINIMUM A. C. OVERLAY
12 SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAIGHT LINE.
C0NCTRUICT MATCH—UP PAVING AS SHOWN ON PLAN AND OVERLAY DAV AS DIRECTED IN
THE FIELD TO PRODUCE A SMOOTH SECTION,
13 CONSTRUCT 8" AC DIKE AS SHOWN ON DETAIL ON SHEET 1
22 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 10',
WITH 4 i�AR RE I iSF vRC i iJv i 2" v. C. By I H D i REC I I ON i "v' CRvSS GU I I i=R ONLY.
— REMOVE EXISTING A. C. DIKE
UITY u� FONTA1\1A, uALiFc�RN I AQ�pf ESS jpti
,.\ L L. SCALE:
�'rZ 1 A q
YOUNG' —
STREET PLAN -TRACT 1-1� _
�- 1 40"
Na. C'0432t0 BASELINE AVENUE
6 DATE ,� L-Ap. ,J 01, Cc DATA..
s CIVIL APPROVED: JUNE 1997
� ��-e���� Ca�.1�/�7 BRW, NQ.
s OCALM CITY ENGINEER RCE 25126 DATE 2504 SH. 13 OF 13
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HEMLOCK
AVENUE
DETENTION BASIN
SEE SHEET N(1_ 11
I�I�p �t Itl�fi
I I
10" SEWER MAIN
0
II 06Q
PROPOSED BOX CULVERTS
�1wI
I ( p I~ I
LO
O
�cP
6
BASELINE SETBACK LINE
Ld
j O� I
/�S 3
— — — — — — — — — — —10 — — — — — — —
R/W 610. 63'
—
o
z'
—�— 1 I
O
N
•
O
Ln 3
rLn-ri I 2 •�
Ln
Ln
025 12
Q
I—
I
00 h
r\
_--_-------
N 89 55' 59" E
� � / I I
I
N N
N
N 89" 55' 59" E
co
Q
0
z
w
-� — — — — — —
CURVE DATA:
CURVE
NUMBER DELTA
90° 15' 42"
EXIST INC, FL
117 � �' 1 — /I� 119 •—•—•'•—• •—•—'—• 20 —� /—L-
121 ��•��` +��• 122 23 — 24— 25—
18 26— 127
U. G. SIGNAL CABLE
— — — — — — — — — — —
(17" WATER)— --7/
U. G. PHONE CABLE I Pp m PP / PP
Pr /
L —( 17" WATER)— CONSTRUCTION NOTES:
EXISTING CURB & GUTTER----'_
ARC TANGENT
RADIUS LENGTH LENGTH
35.00' 55. 14' 35. 15'
�-® EXISTING R/W CONSTRUCT 5-1/2" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. { SEE GEN. NOTES NO. 6 & 7)
\ Q-- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD, NO. 101
\
req /
STA. 10+00.00 CA HEMLOCK AVE / � i I ! �5--- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A
STA, i i b+36. 7 7 C/L BASEL I NE AVE
1. ADD 1300 FEET TO ALL PLAN VIEW ELEVATIONS.
7 TD A CC T (' C T ('`\I A I DCI (1CAT T nN A T TIC NODTL;C A CT !'/1r�NCD (lC
J 1 V Vl1L 1\LLV I l V /l 1 1 1 L 1\ 1 1 LlIJ i \BVI LI\ VI
HEMLOCK AND BASELINE BY SEPARATE PLAN,
REFERENCE SIGNING AND STRIPING PLAN FOR BASELINE REQUIREMENTS.
CALL: TOLL FREE
1-m
1CM04..-l\--
T`:;'�'�s; `•Pcl<!)FKI(JG DA`rS EsEFO�E YVU DIC,
FINAL IMt-ROVEMEvNT,,cjl
CIVIL ENCI]VEERIPIC CCONSULTANTS
ENGINEERING - PLANNING - SURVEYING - ClVILCADD SOFTWARE SUPPORT
680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 — (909) 885-3800
A III/ -ATTTIIH
,z ii, v E.1 \7
N,
REVISIONS Enginee Date: A Cl tyrovDate: v LLYv
DRAWN BY
NJK
CHECKED RY
BRH
SCALE
.708 No.
965023
DATE
JUNE 97
LONN'r L'
OF
ft
OUIVC1
6 — CONSTRUCT 4" THICK P. C. C. SIDEWALK, 5' WIDE, PER CITY OF FONTANA STD. NO. 105A
10 CONSTRUCT Ort' MINIMUM A. C. OVERLAY
12 SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAIGHT LINE.
C0NCTRUICT MATCH—UP PAVING AS SHOWN ON PLAN AND OVERLAY DAV AS DIRECTED IN
THE FIELD TO PRODUCE A SMOOTH SECTION,
13 CONSTRUCT 8" AC DIKE AS SHOWN ON DETAIL ON SHEET 1
22 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 10',
WITH 4 i�AR RE I iSF vRC i iJv i 2" v. C. By I H D i REC I I ON i "v' CRvSS GU I I i=R ONLY.
— REMOVE EXISTING A. C. DIKE
UITY u� FONTA1\1A, uALiFc�RN I AQ�pf ESS jpti
,.\ L L. SCALE:
�'rZ 1 A q
YOUNG' —
STREET PLAN -TRACT 1-1� _
�- 1 40"
Na. C'0432t0 BASELINE AVENUE
6 DATE ,� L-Ap. ,J 01, Cc DATA..
s CIVIL APPROVED: JUNE 1997
� ��-e���� Ca�.1�/�7 BRW, NQ.
s OCALM CITY ENGINEER RCE 25126 DATE 2504 SH. 13 OF 13
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