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PROFILE SCALE3+00 4+00 5-x-00 6+00 7+00 8+00 9+00 10+00 11+00 12-x-00 13-x-00 14+00
VERT: 1"= 4'
HORIZ: 1 40'
PLUMARIA DRIVE HEMLOCK AVE. C#3
ad 83� (FUT. EXTENSION)
ci ILI:
:9 T -d 15 .1
3+71.17 MILLER AVE. E,%,,< I ST I j\l G- F_ L F_ NJ E 1\1 Trn\ R) Y SCHOOL 257 1 25 10+42.00 MILLER AVE.
�4 11 - fl- - =20+00 HEMLOCK AVE. X
Iq � =10+00.00 PLUMARIA DRIVE( I ( 18'a 1--18'
1�2' 1211 ZZ4
- + EXISTING IMPTS. PER TRACT NO. 13926, OW6. NO. 2080
CD Cq
U_�
:3 ca clq TIM
12' 20' 20' 12' Z3 C3 ca ai :3 In uj
C,
cn tn PER + +
EX. 8" VCP SEWER PER TR. 13325-2 EXIST. 300 RCP STORM DRAIN 00
+ + + P_ §
U-) + +
DWG. NO. 1512 + d HEMLOCK ELEMENTARY SCHOOL PLANS + In 00 col d 00 cn cn
03 Ci 1 DWG. NO. 2213 d D
IW
E
cli CURB EXIST. CURB----,,, C14
fly
v r1leb
71
9'57'Z# 13
.7.
'--MILLER AVENUEr.6
(TO BE VACATED)
=1 4) uo 1 EXIST. CURB—:;70"
. ....... .......... ...... . ............... ... ......... .... EXIST. R FU T. R
.............. ................................. . ............... ........ ............................................................................................ ..... 4 , - I'll .
... .. . .... .......... ...................... ................................... .. ........ EXIST. 4C BER
....... ................................. .................................. ...................................... ...... ................. ......
EXIST. RIW 's, EX. F/ -w 7 570.43' LOT 'A' A
93.49' 120.00' 65.17' 60.32' 109.01, 17.59' 1=0 16 M 8
124.64'
II �, Xz 10' LANDSCAPING P.U.E.
f -:
C5 +
13926. DWG. NO. 2081
+ a! c�
61, 11 �
C-1 L"
(mn '9 CONSTRUCTION NOTES:
d 14
OR CI
U'l �c (D- CONSTRUCT 4-1/2m AC OVER 12* OF 95% COMPACTED NATIVE SOIL +
21 110 n + C�n .'. (Z s r".$ Lu
+ ;n + + - 9 M
'm co 1
32 4m CONSTRUCT 8, CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003.
_* 18 . 1
12s CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105. (W=8')
208 32 31 21 20 u ��
20' 33 19 w CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 1006.
12'
34 C> Q)- CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 1015.
cr
io (�)� REMOVE EXISTING CONCRETE CURB/ A.C. BERM/ CONC. C.B.
+ 20' 121
SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS FOR A SMOOTH STRAIGHT LINE,
% / �y 3 a.
w CONSTRUCT MATCH -UP PAVING AS SHOWN ON PLAN AND OVERLAY PAVING PER DETAIL 'A' ON SHEET 1.
GRIND AND OVERLAY EXISTING A.C. (5� MIN. WIDTH - 0.10 MIN. THK.) FOR SMOOTH JOIN.
CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1 CASE A AND DETAIL 'E' SHT. 7. 2
LLJ >. ADJUST SEWER M.H. RIM TO FINISH GRADE PER CITY OF FONTANA STD. 109.
- L-1
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NO -FIT
L
0
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t
22'
ol�_' Ise
R_
PLUMARIA DRIVE INSTALL 9500 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS (100 WATTS JIO),
2 HEMLOCK AVE. 27 FEET LUMINAIRE HEIGHT PER CITY OF FONTANA STD. NO. 1016.
(FUT. EXTENSION) SEE SHEET 4 @—INSTALL STOP SIGN (R-1) PER CITY OF FONTANA STD. 139.
fill
2
MILLEH AVENUE CURB CURVE DATA LEGEND
c
CURVE
A
RADIUS
LENGTH
TAN
O
94*24'23'
30'
49.43'
32.40
O
86*48'28'
30'
45.45'
28.37
OC
18'11'42"
62'
19.69'
1 9.93
O
89*45'30'
25'
39.16'
24.89
(D
1 90'17'41'
25'
1 39.40'
25.13 1
...........................
...........................
.................. * ...
...................
CONCRETE IMPROVEMENTS
...........................
...........................
...........................
qffH
GRIND EXISTING AC PAVEMENT
REMOVE EXISTING IMPROVEMENTS 0 10 20 40 80 120
SCALE: 1 *=40'
PREPARED BYREV.
F E S S/o/v
REVISION DESCRIPTION
_d
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
CITY OF FONTANA, CALIFORNIA
FIRM:
raab enjineering, inc.
4e
44 --A
0
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
DRAWN BY:
STREET PLAN - TRACT 16216
SCALE.
1' 40'
ADDRESS: 310 S. MAPLE ST., STE. 0 NO. 29616 cf-23
- Lu rn /vvvvvvvvvvvvvvwwwm SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
CORONA, CA 92880
TELEPHONE: (90A) 272,--N72 FAX: (909) 272-01656
oc ;0
DIAL TWO WORKING
1 -
THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO
DESIGNED BY.
MILLER AVENUE
DATE:
4 Exp. 3/31/03 4
BEFORE DAYS BEFORE
FR. PLUMARIA DR TO 3W E/O HEMLOCK AVE.
15 JAN 2002
YOU DIG YOU DIG
BRING THEM INTO CONFORMANCE WrTH CONDITIONS AND
Date
CHECKED BY.
APpe'07D BY
DRAWING NO.: 2
29616
TOLL FREE 1-800-227-2600
*Xl Sir -
SIGNATURE RCE DATE
OF CALL
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
STANDARDS IN EFFECT.
cirY ENGINEER R. C. E. 5115 2 DATE
3244 7