HomeMy WebLinkAbout3244-5-- ----------------------------- --------------
I i �
-- -----------------
L =31.50' L=3 .00' L=39.13'
O.C. O.0
"OF -W --C .. ... ... .. . ...
i i
---PR FILE OF -NOR T
C=) f-3 C" (7)
C=) + a C" '�:!
+ cj rN C14
'2 - "A
....... C14
Ain ......
. ....... -- ---- - +
L=39. 7' =39.39' ci
00 t2
+ �o %
1298 -ce -1i 11298
25.11' %
a
O.C. w u
U PI 1289.66 m cl� triPi
m L=43.47' L=43.51 PORT. 100. 00 C3�: 0! 'A 1-t C> . (n
vc C, C4 c' + CN
+
o
i.
+ I-
d
CD C-� Ex Z� 1� k -Z V) al
(o -4-4 4=� lf
+ r- ad q
to +
------------ ------- L tcv- ---- -- - --- - -- --- --- ------- - --- ----
42 tn A -4,4--- - ____ --An --- ---- --- ---- 70.4 - ---- - --- ---- ---- ---- -- - ----
cm -�X -
Mai -t- "
ot-, cn 6 1 1
AL GROUND M5: -0-9-7, 0..
ATUR
oc;,
V) K
77 7_ m -- -----
----------- C.P
c"
AA w C"
50%
"A IT'A4 J= R= +
PRO ILE OF ENTERLINE- O� * a
5C.00` V.C.
-------------------------------- ----- --- - ----- ----- - - - --- ---
-R= -----------
4
3 CD +
�U�7" R=o. P 1292.23
=0.2
9
+
1298 1298
.09=Q R=O 67
9
64 z
�c
RT
ZA�
rL
CL 0- m C=)
C) w CD
C?
-- ---- 100 o'o' V'c.. 9 ---- ----- ---
44*U - - I ,
- ---------- - --- ---- -------- --- ---- ... . ...
+
O.C. P CD -4
m + 04
+
+ CD
Lu C'4 CR -o' c' cn Ar
+ 9 1 1 8 .:e -
---(D . 00
00 cn
19-691-J.-
127. 19
vi + c"
_ce wl CN Lo
C> cli 01)
O.C. O.C. OR
co C
+ + L= 36.00' L-31. m 0
NO oc j cnO.C.
Z;� cn CL cir
................ R A. 0% 29--c cm V')
R=2.50% PROFILE OF SOUTH
+ Z� 4
--------------
t
PO + R=1 -
L 3 .15 RT. OF 5cr 4 ':2 c"I
1298 1 P11 1292.39 1 1298
go-
- --- -----------
I 100.60, V.C. I I tj Co
L=107.47?' L=25. 9' -37'
�t Ln
PVI 289.70 C3 , 6 (4 A A
O.C. O.C. ff -
CD .
--ae
--------- - ----- FIR ------ -- --- - - ----- ...... -- ---- -
6 CJ + (n
- - - _� <R
0 �i q__
uj F-: i-� tn
<7) &---g F-: cn
U UI e -q- -
Ln 'c r- 00 - CN + Ln
04
I- CN CN Yi
00 ---------- --- ----
CD
to ---- ------ 74 -
+ CN 8 s CNj
c> c> �5j Ln
AA 4 "A 4
to w) cn r- c� (o
+ + 30
co t
------------
R=0.50Y. (n > ;0
----------- ------ ---- 41 --- --- --- ---
PROFILE SCALE 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
VERT: 11" = 4'
HORIZ: 1' = 40' YANKEE PLACE CURVE DATA
5LL �)HLL 1 b
yl r 28
ao
44
U. . . . . . . .
37 Trl• 27
15
CURVE
A
RADIUS
LENGTH
TAN
O
6*26'46'
300'
33.75'
16.89'
O
10*28'04'
300'
54.81'
27.48'
0
20'04' 15'
300'
105.0.9'
L 53.09'
50'03'16*
25'
25.11'
14.16'
E
106'10'02'
58'
107.47'
77.20'
CURVE
A
RADIUS
LENGTH
TM
(D
23*33'23"
62'
25.49'
12-93'
0
30'32'194
320'
170.56'
87.36'
0
10*26'214
282'
511.38'
25,76'
0013715e
25'
43.47'
29.60'
O
99*42'29*
25'
43.51'
29.64'
CURVE
a
RADIUS
LENGTH
TAN
0
0'45'35'
280'
3.71'
1.86,
0_
89'45'28'
25'
39.17'
24.90'
90-16-00-
25'
39.39'
25.12'
6'26'46'
280'
31.50'
IS.#
O
6'26'46'
320'
36.00'
18.02'
O
89'40'070.
25'
39.13!
24.86'
CURVE
A
RADIUS
LENGTH
TM
00
126'0330'
W
127.61'
113.97'
18*11*42'
62'
19.69'
9.93'
89'44'90'
25'
39-15'
24.88'
004 3'32'
25'
39.37'
25.10'
O
59'03' 16'
43'
44.34'
24.36'
89*40'07"
45*
70.43'
44.74'
HEMLOCK
38 C9
ANGELS COURT
4A 15 AVENUE
MARINERS WAY
SEE SHEET 6 C3 SEE SHEET 4 SEE SHEET 3
1046' 25 64'
00
C' CN CL
+ 0.) 2 Co
cr
ca
0 CJ cc-, 8 6 4 2 L61 C� + cr
ko + a ail 6: "f:'t 20' 20' 12. 58
00
c' -A ?�
1�39 11 11 10 8 7
C316 >_ 12
JI + co
4-1=1
00 13 Icn i (:�'j
I All, ror
40 X' 60 5
4? PROP.RLW 52.�2M ' 60.00' Do' 60.00, 30.135 4 1 1 . 1.25
..........
......................
9,
................ ... ................... ............... ............ N
.................
riq ......
C
�4 c"I
41 FW
_6
G u K 2 CN N8( At 3(�) 13
1 N89*56'13*W
d� Ic N89'56 33'W 57
Zo 71-*
03 c:v
42 3• 44
"C14
... ... .......... .. ....
... .......S - I ... _... '/1
:::aALL
CONSTRUCTION NOTES: ......... . . . ..... ........ ....... ......... .......
......... ..... .......
....... .. .... ... ...
58.36' rnvr.m vi 52.42 'PROP.R 'W 60.00' 165' 37-W p,.IS 16, 43.98' 42.72' 7 -49.29 5
5 1.75'
60.00. 51.55, 60.00,
60.00!
CONSTRUCT 4' AC. OVER 12m OF 95Y. COMPACTED NATIVE SOIL. (SEE GEN. NOTES NO. 6 & 7) 5
103- CONSTRUCT 8' CURB AND GUTTER PER CITY Of FONTANA STD. NO. 1003.
Cs LLJ Lo cd
CD co Cl Lo CN
43 J>- C -1 -
CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105. (W=8') 1.6 k'. < i . !;.A
6 T.
C3 + cr
+
CONSTRUCT 42 ;2' 'o czij CL-
P.G.C. SIDEWALK PER CITY OF FONTANA STD. NO. 1015. 711 + c� 00 (-.).A +1 C-10 15 56
CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 103 (W=16').
60'
44 45 48 49
D6, Al
CONSTRUCT HANDICAP Q*,V PER CITY OF FONTANA STD. NO. 1006. 1'- 11 4m (-->I j
-c� 46 147 50 51 52 55
ac V., �;; (�53 54
STREET
CD ... g
CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1 CASE B AND DETAIL SHT. 7.ce 12
13 ADJUST SEWER M.H. RIM TO FINISH GRADE PER CITY OF FONTANA STD. 109. ci- + <j 2 X) 8 1- M1 8 +
14 INSTALL 9500 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS (100 WATTS J10), + 2 'S + + + cz),
�2
27 FEET LUMINAIRE HEIGHT PER CITY Of FONTANA STD. NO. 1016.
NORTH
(D- INSTALL 5800 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS (70 WATTS 17), HEMLOCK
27 FEET LUMINAIRE HEIGHT PER CITY OF FONTANA STD. NO. 1016.
AVENUE IV
IN mmoh' I AA N SEE SHEET 4 ID H 0 10 20 40 80 120
SCALE. 1'=40'
PREPARED BY f E SSI REV. REVISION DESCRIPTION DATE ENGR. CITY SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS FIRM: raab engineering, inc. L 4 ON, N W, 0
C-3 4 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
ADDRESS: 310 S. MAPLE ST., STE. D C.2 NO. 29616 DRAWN BY'
uj rn tvvvvvvvvvvvvvvvvvvvvm /VVVVVVVvvvvvvvvwwm SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
CORONA, CA 92880 w X STREET PLAN 'TRACT 16216 SCALE r = 40'
TELEPHONE: (909X 272-/4-q2 FAX: (909) 272-0166 DIAL TWO WORKING THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO DESIGNED BY: INDIAN DRIVE DATE:
10 Exp. 3/31/03 BEFORE DAYS BEFORE FROM YANKEE PLACE TO MARINERS WAY 15 JAN 2002
29616 YOU DIG U DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Do to CHECKED By..a APPROVE - 8 Y: DRAINING NO.:
TOLL FREE 1-800-227-2600
SIGNATURE RCE DATE CAL A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.lea 3244
/CIfY` ENGJNEER R.C.E. 51152 DATE: