HomeMy WebLinkAbout3366-5PI=1 42.38
7m= ��__.� LL---
U.
L. U. _
– N
�.. ....--�, V _ .:.�-_lam • !rte_._:.. _....�...
Em
CUL'DE=SAC
12'=w VC
-- _
_ _ - _ __ . _- s ; f m� _ . _ i
-PI 1347:40. PI 134;3 35 _ _ F _ --_
5x:30'__
_._. . _ -� -X150:24._ CUL-�DE� SAC
S
18:78' X1838_ 18 .8' 18.78'_ _ __ _ _ _ 1 _- I ._ ._ __
_
n -m
t—
i�
M SEN
- P F E
_.. _
— O
10+00 11+00 12+00 13+00 14+00 VMT.-I.-4' 16+00
15+00
BASELINE AVENUE
BLACKTHO N D IVE SEE & NO.306T A
SEE SHM 2 671E Slffff 9
50' 126'
25' 25' 60' 66'
5' 20' 20' 5' EXIST. R/W PER 12' 48 54' 12'
L.U.A. DWG NO. 3063
11 ii L,., II IT I I I
z
Fob = I U d ( o I R/W PER
o ( o DWG N0.3063
II w I � COW2 �l 30 79 7R w X77 76 75 Z f
r`� U M
Z
+ 'ct I< ? a -N
+
0 12+03.00 R a- PROPOSED M ,-' C, SIDEWALK PER
II i b 6 1 R/y� `� I DWG. NO. 3063
II rn I 1339.77 TC �n `` 1 I
Z I L.O.S. "'
i 5 V� f
}_. I I EXIST. R/W
10+00.00 CL FOXGLOVE PLACE - . � �.�- -� ==. �
i PER DWG
12+46.00 CL BLACKTHORN DRIVE i II 3 �� I 3 11 N "oo 8 q �1 3 NO. 3063
12- J _
1340.12 FS i -�t�-�- —F-- -�- - - - � � F
N00'00 00' W q 2 i >-
i - D
9 it i I zl
i
e�
--------------- ------ --- -— — — — — — — ------------------------- m
3 --
w m PROPOSED
II 12+89.00 BC =
II i' 1340.80 TC 6 R/W U _ __ ,-' U') I co
( ,
K' I 0 ca U �' d Q ( EXIST DBL 10x8 RC8
~ 1-1 ^ 72 73 7
6 w ( PER DWG NO. 3050
o67 63 69 70 71
II io +
i I o I �" U �'• z
4 I o -t v M o + ( MEDIAN CURB PER
Iz m z
DWG.
_ N0. 3063
L.O.S. 14+09.22 R.P. I
L.U.A. FOGLOVE FLACE 1348.56 FS W EXISTING 8" GAS
o EXISTING 12" WATER
a EXISTING 17" WATER
RE CS CU ENT
�o Seo These Record Documents have been prepared
���.c, based on information provided by others. The
No4OVsDesign Professional has not verified the accuracy
Fynn y,/y X and/or completeness of this information and shall
not be responsible for any errors or omissions
crviL �\P hick may be incorporated herein as a result
or CA L1
DATE
TRACT NO. 16403 CURVE/LINE DATA TABLE
O
BEARING
RADIUS
LENGTH
TANGENT
A
17'36'11"
105.00'
32.26'
16.26'
B
215'12'21
40.00'
150.24'
126.07'
C
N 17'36' 11 "W
-
50.30'
-
D
N 17'36' 11 "E
-
50.30'
-
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
GIIAPHiC SCALE
;0
( IN FEET )
1 INCH = 40 FT.
CONSTRUCTION NOTES
INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT, #7) ON 25 FT.
MARBELITE POLE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
2a— CONSTRUCT 4' AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 AND 32)
3a— CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
�5_ --- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, WIDTH 16'
O6 — CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
3 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
��1�TfIt�TC�P=StGN�'EfiTY�TD�WG=1dIO�#39
11 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
f A1017 -Z - 5lrRZ ZT A11-1 ME siOti IPIoUtiT.Eo oN 7-
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED BENCH Prepared By: Q��f ESS /ONq CITY ®� FC� �' A, CALIFO NI
BrIlO dTS NOT CO.M "- *CE PREPARED FOR. ALLARD ENGINEERING ��V S. "A�
,� BENCHMARK NO. 361. `� ST ET IMPROVEMENTPLANS
IT70 YEARS OF THE DATE OF APPEOVAL YOUNG MIM'S Civil Engineering - Land Surveying - Land Planning � � �p DRAWN BY: SCALE:
ANWWWWWWWWWM SHOVIIN HEREON AND CARRIED FOUTH IN A 10370 Trademark Street 8253 Sierra Avenue m AE TRACT NO. 16403 1 "=40'
DILIGEIVI' *%R, THE CITY Eli MAY RAILROAD SPIKE !N NORTH FACE OF POWER POLE No. 43976 �,
DIAL Rancho Cucamonga, Fontana California 92335 �a
TW❑ W❑RK I NG g Ca. ;91730 N0. 1536697E AT THE SOUTHWEST CORNER OF a Exp. 6/30/05 DESIGNED BY: DATE:
BEFORE DAYS BEFORE RE REVIS."ONS TO TIS PLANS TO (909) 477-6715 BASELINE AVENUE AND SULTANA AVENUE. (909) 356-1815 Fax (909) 356-1795 * * AE '-�'— 0 ' OVE LACE JUNE, 2003
YOU DIG ( )L - I `N - 43 9T c t y l ti ��\P CHECKED B APPROV BY: DRAWING NO.: �/10 YOU DIG BRINi77
TIIE16! INTO GO1�F0 CE PATH Fax 909 477-672.i David 5. H TOLL FREE 1-800-227-2600 CONDMOTS AND STAND W SECT � � ammer, H.C.E. 43976 Date FOP F�DSH
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT l 1 ELEVATION: 13x5.00 (e)psres 6/30/2005) NGINEER R.C.E. 51152 3�' �6
s-s►ename: M: \awq \ s oyuzs \� s Ktt s \ i o4uj \ i o4uj-3 s uu.awq