HomeMy WebLinkAbout3369-272
54.81' VC 54.81' VC
PI= 1346.25 PI= 1344.76
27.41 27.41 27.41 27,41
C� CM
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54.81' C PROPOSED TC @ 18 LEFT +
EXISTING GROUND LINE CZ
L.O.C.
cn
X ®- AT RIGHT-OF-WAY 47.30'
46.95'
EXISTING TC AT 4 L.O.C.
BASELINE AVENUE L.O.C. +
M A4 A4 A4 A4 A4 A4 A4 A4
48' LEFT OF CL r EXISTING GROUND LINE
PER DWG NO, 3063 AT RIGHT-OF-WAY
w F2
REMOVE ±10 LF
1350 LT CS H) Q
CN 00 r� C-0 (0
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+ 4- C,4 EXISTING 8 CURB
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Oq �2 PROPOSED TC @ 22' LEFT
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00 - n �? M f z U-) p Cr_ EXISTING TC AT
- - 24.97'
I - -_ 28.00
it. 7 't 00
CL M X :�d
oa 18' LEFT OF CL
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4 im PER FIELD SURVEY
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TAN= -2.727.// 7. 7210Z _&D CX_ U-) w cc_
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EXIST CURB & GUTTER J ;7 27o U
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PER DWG NO. 3063 7 c. -s C14 CN 11 16+20.85 CL VILLAGE PARKWAY
L2 EXISTING FINISHED
00
CL _j ca BASELINE AVENUE J -j- 6qz. 06 (N SURFACE @ CENTERLINE
1350 00 CO PER FIELD SURVEY 10+00.00 CL ANGELICA LANE 1330 LT
++ IC! ±(1335.67) FS
563v R)
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M rj
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t6 <3LO� EXISTING FINISHED ro
82
o + SURFACE 0 CENTERLINE �07
+ rl
00
PER FIELD SURVEY C14
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1 �2 to
C14
C14 L1)
64,9.1
00
ck:
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1350 CAF0 r + nn 1330 CL
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EXISTING TC @ 22' RIGHT EXISTING TC @ 18' RIGHT
PER FIELD SURVEY + PER FIELD SURVEY
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8"
FROME
1330 RT MUM ift w
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 1 VERT: Ift- 4"
BASELINE AVENUE
j
PER CITY OF F01ffANA
X ANGELICA LANE
DWG NO 3063
SEE SHEET 5 GRAPHIC SCALE
SEE SHEET 3 u-)
1:� EXIST CURB
50 10' REMOVE CARNATION STREET 40 0 20 40 80 160
126' AND GUTTER AND JOIN
66F- 60' EXISTING 12" WATER LINE 28.00' 24.97' 14+88.00 CL VILLAGE PARKWAY 25' - 25' TRACT NO 13"9-1 NOTE:
54' 48' CATCH BASIN PER CITY 5) 20' 20' EXIST IMPROVEMENTS. REMOVE EXISTING SIDEWALK
DWG. NO. 3063 LcL @18 EXISTING 30+82.12 CL SNAPDRAGON DRIVE SEE NOTE AT RIGHT PER CITY OF FMANA TO CONSTRUCT ACCESS RAMP
ca ca EDGE OF PAVEMENT 337.54 FS) LIMITED USE AREA DWG NO. 19U SHEET 4 PER DETAIL "A" SHEET. 5 IN FEET
RCP PER CITY fcj ca
TO BE REMOVED Q::
I INCH 40 FT
CM
let n F
CITY DWG. NO 3063 Co DETAIL OPA*
o SEE SHEET 5
o h -I.0-1 10C-� Cq 10 -ro U-) n 31:
Ile
CN 12 C>
L Ui 00 C�, I AREA- 001'!
EXIST. 72" RCP 00 C14 C,4 + no + po IMITED USE
+ + Cc z 1
+ 9,0 7 4 2 1
nt + _1* 5 _--] F
PER CITY DWG. NO. 3103 1 R4 -- -- --- - 64 L
U) n
- - -- ------
cL �2 04 PROPOSED 6 --- - ----------- Lo
z ts, LEGEND:
\_(1346.15) TC 1010 \15� RIW - 12 16 1(+48.29 BCR Tcn I, T 10+47.71 ECR cn INDICATES REMOVE EXISTING CURB AND GUTTER
�000)
<01 3,6.16 TC 1336.00 TC )-00 00
zjr
INDICATES REMOVE EXISTING AC PAVEMENT
C14 C
77- 14 -
INDICATES GRIND EXISTING AC PAVEMENT
'610. 16"W _W_- ___12
C14 -L-A A 12
91.0 C-4 C14 15
NOO*20'1 27E 1
!.3
00 17 PROPOSED A.C. PAVEMENT
-C+4- 01 MW�� ii
LIMITED USE AREA N00'20'12"E 77 -A _iN 3"S EXISTING
cv 138 13 c0 00 8 12" WATER
C14 04 13 EXISTING ELEVATIONIEXISTING GRADE
C14 200
EXISTING ING INDICATES PER TRACT 13929-1
STREE
T LIGHT 13
, -6
EXISTING INDICATES PER TRACT 13325-1
LQ - -----
3" GAS
M7N G EXIST
00
.1� i�:: 00 PROPOSED -i
EXISTING TRAFFI�,�NAL SIDE, WALK EXISTING 6 R/W
------ EXISTING
§�WER
W1 STREET T EXISTING WATER LINE +
10+00.00 CL VILLAGE PARK n to SIDE WALK
EXIST STREET LIGHT EXISTING CONSTRUCTION NOTES
R_
STREET LIGHT ft32 CL VILLAGE PARKWAY=
118+36.70 CL BASELINE UE 00 i
(1345.99 FS) 1+0 CL CARNATION STREET 4 CONSTRUCT CONCRETE ^^S^GUTTER PER CITY STD. DWG. NO. 104
STING" STREET, -LIGHT 6 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
F
3 '1 322 7 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
EXISTING GUTTER
333 6 5' MIN.
EXISTING CURB 6�' 16+20.85 CL VILLAGE PARKWAY= 8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY SID. 109
ECORI) CU ENT ±1,
10+00.00 CL ANGELICA LANE ENT w
I (z 12 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY SID. DWG. NO. 1003
EXISTING GRIND AND REMOVE EXIST
repared 14 AC PAVEMENT AND OVERLAY 13 SAWCUT EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT LINE
SIDEWALK These Record Documents have been p
T6 a WITH NEW AC AND SEALCOAT 14 GRIND EXISTING A.C. PAVEMENT (MIN. 0.1' THICKNESS) AND OVERWTO PROVIDE JOINT
VILLA GE VARKWAY SNAPDRAGON DRIVE based on information provided by others. The
EXIST AL Im SEE NOTE
VE
00
00
- Q__ _7`6 -
Design Professional has not verified the accuracy
R/W EXISTING TELEPHONE LINE TRACT NO 13M-1 15 REMOVE AND JOIN EXISTING CURB AND GUTTER
MA CITY OF FMANA and/or completeness of this information and shall
EXIST. DBL 10'x8' RCBEXISTING 17" WATER LINE DWG NO IMMU SHEET 3 not be responsible for any errors or omissions 16 CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
PER DWG NO. 2740 EXISTING 8" GAS h may be incorporated herein as a result 18 (SEE GENERAL NOTES 31 AND 32
@/ )
L 8__ REMOVE EXISTING AC PAVEMENT
14A
EXISTING CURB
MEDIAN
NOTE:
EXISTING STREET LIGHTS WITH
COMBINATION TRAFFIC LIGHT
AND STREET LIGHT TO BE REMOVED
PER CITY DWG. NO. 3063
TRACT NO.
16258-1
CURVE DATA
0 Ll�j
RADIUS
LENGTH
TANGENT
A 0640'14"
165.00'
24.97'
12.51'
B 08*40'14"
185.00'
28.00'
14.02'
C 90'20' 12" ,
30.00'
. 47.30'
30.118
F -D 189-39'48" 1
30.00'
1 46.95' 1
29.892
"0. D E EXIST. PAVEMENT AWU57 WER VALVE -M GWE PER. C" SM DING. W. 130
No .43976
w
p.5130107
BASIS OF BEARINGS: NOTE.
.Ir THE CONTRACTOR IS TO GRIND AND REMOVE
C \ji,\, BEARINGS ARE BASED ON THE SOUTH LINE OF THE _qnuTHwF_g ONE QUARTER OF EXISTING AC PAVEMENT TO THE CENTERLINE
OFCM-- SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE L" JOINT SECTION OF VILLAGE PARKWAY BETWEEN STA 10+84
AVENUE BEING NORTH 89*5821" WEST AS SHOWN ON TRACT 16085-1I RECORDED IN NIS TO STA 19-1-70 AND nw7plAY WITH NEW Ar
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY. AND SEALCOAT.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED BENCHMARK ESS Prepared By: CITY OF FONTANA., CALIFORNIA
D IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR 41 11:) S. 11,1 ALLARD ENGINEERING STREET IMPROVEMENT PLANS
TWO MRS OF THE DATE OF APPROVAL YOUNG H0141B CITY OF FONTANA BENCHMARK NO. 361. Civil Engineering - Land Surveying - Land Planning
'treet 0 DRAWN BY. SCALE.
/VVqVVVVVVVNWVVVVV~ SHOWN HEREON AM CARRIED FORTH INA 10370 Trademark 5 - 8253 Sierra Avenue TRACT NO. 16403
0 rn WF AS NOTED
DILIGENT MANNER, THE Cffy ENGINEER MAY Rancho Cucamonga, Ca. 91730 RAILROAD SPIKE IN NORTH FACE OF POWER POLE w No. 43976 M Fontana, California 92335 Vff"Anv PARKWAY
DIAL TWO WORKING (909) 477-6715 NO. 1536697E AT THE SOUTHWEST CORNER OF Exp. 6/30/05 56-1815 Fax (909) 356-1795 DESIGNED BY. "E' DATE -
BEFORE DAY'S BEFORE MUM REVISIONS TO THE PLANS TO SULTANA AVENUE AND BASELINE AVENUE. FRO14 EIASEi��'Ayf TO ANGELICA LN APRIL, 2003
YOU DIG Fax (909) 477-6725 1
YOU DIG BRING THEM INTO CONFORMANCE WITH I Civi CHECKED 41.APPRO D BY DRAWING NO.:
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT 16, David S. Hammer, R.C.E. 43976 Date I - -1,
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i I - CA (expires 6/30/2005) DSH L� e k 1 "/7/" - &1%9
RECO,qD wlm� ELEVATION: 130.00' 1-11TY R.C.E. 51152 ''
M: \0wq \ I obw \S[reer \ 104U,)- I \ I D4U,)- 1 -.-31 UZ.OWg