HomeMy WebLinkAbout3005-2CROWN 18+00 17+00
010=3.84c f$5y
0100=5.85c fs
u
IV.
H
Lu
o Q
Lo Lu
+ 0 -
Lo q
EXIST
PROPOSED AC
PA VEMENT
EXISTING R-1-6. H` C
iii-IIr
EXIST GROUND
SECTION "A -A'
NOT TO SCALE
Lo
ui
Q
Q
-
.:. :....:,..
SAWCUT L IfdE ..... ti
1
90,100 ' 001f
i
a
15. 00'
0
'�-:EXISTING EDGE OF PAVEMENT
:.... . ...:.:......:..
GRAPHIC SCALE 1"=40'
m
u
Z°
m16i?m6iM
.::...
3
EXISTIfG l JUNIPER AVENUEQc
m
119 xcn
'-'a-
6iV
0 40 BO 120
n
o
cD
Z
o PROPERTY LINE PROPOSED RIGHT OF WAY
v
o
w
Lu
Q U-
CIO,
�Lom
^
w z
L IMI TS OF GRINDING JOINIo-
Z
cj o
ui
IJ o
v v
<t a
o 0
EXIST /
R W
EXISTING FINISHED SURFACE
"
I
J
010=3.84c f$5y
0100=5.85c fs
u
IV.
H
Lu
o Q
Lo Lu
+ 0 -
Lo q
EXIST
PROPOSED AC
PA VEMENT
EXISTING R-1-6. H` C
iii-IIr
EXIST GROUND
SECTION "A -A'
NOT TO SCALE
EXIST GROUND
t4% MAX.
2% MIN.
18+00 19+00
C3 c
�n Cocn
0o v
PROP�SED SIDEWALK
A (
111
22+00
23+00
24+00
PROPOSED M§DDLE SCHOOL
A ATHELET§C F§ELD PER
ONS§TE #MPROVEMENT PLANS
m1w Zo
cu
13 �p oa
Lo Z) w
cu nl 3 N n F-1 �
RI Q O + Z
a cu
3o ti c U. m H PROPERTY::
a cv v Ln Q w
co PROPOSED CURB o w R, cn o m oI-- -�
clu
X AND GUTTER '^ N EXIST R/W Q w
PROP 7 F :.
Li
0
V V V ED RIGH 0 AY U
Lu U PADP. OSED SIDE WA+1 K g I4 'K +� °1 LD d
1 ,. Q ^
1 N 01 :v
EXIST., T:.
IS A W
4
ti
r• r. S�
••r`.. :2 a
.1.. r •r•.,R+, J•r
r,.
i�.�•i:•.'{`:: --.. vs-..:•:.', ..�.. .,.. ..- �'!.,_, .. ..._ i_. ... ... ... __. ._. __... .. _. .. ......... ...moi -.ii.'•.._.........,_,..-n---:.�._`---_._--....-..._ __. -. ... '-'s.__.. _._e_ _.�'�'•s•.'�r. _. ,• ._..s._ _.t - ..A.. .
1
.:::.. .:.:::.... ...::..
NO.
c
a
Q
Q
-
.:. :....:,..
SAWCUT L IfdE ..... ti
1
90,100 ' 001f
15. 00 '
CIO
15. 00'
0
'�-:EXISTING EDGE OF PAVEMENT
:.... . ...:.:......:..
P,
.......... ........
.::...
EXISTIfG l JUNIPER AVENUEQc
:.
w
r
F. WA Y..
J
o
L IMI TS OF GRINDING JOINIo-
Z
^
ui
o
EXISTING FINISHED SURFACE
"
J
o
+
^
m
01
X
co
01
to
m
€o
c
o
ti
cpLu
O
Ln
3
J
ID
U
Lc
O
_
3-U
O
I�LrO
�
F -
Imn
m
Lr
a
m
LLo
rn
wO1
p1
~
CL
LL
o
Li
Q
EXIST GROUND
t4% MAX.
2% MIN.
18+00 19+00
C3 c
�n Cocn
0o v
PROP�SED SIDEWALK
A (
111
22+00
23+00
24+00
PROPOSED M§DDLE SCHOOL
A ATHELET§C F§ELD PER
ONS§TE #MPROVEMENT PLANS
m1w Zo
cu
13 �p oa
Lo Z) w
cu nl 3 N n F-1 �
RI Q O + Z
a cu
3o ti c U. m H PROPERTY::
a cv v Ln Q w
co PROPOSED CURB o w R, cn o m oI-- -�
clu
X AND GUTTER '^ N EXIST R/W Q w
PROP 7 F :.
Li
0
V V V ED RIGH 0 AY U
Lu U PADP. OSED SIDE WA+1 K g I4 'K +� °1 LD d
1 ,. Q ^
1 N 01 :v
EXIST., T:.
IS A W
4
ti
r• r. S�
••r`.. :2 a
.1.. r •r•.,R+, J•r
r,.
i�.�•i:•.'{`:: --.. vs-..:•:.', ..�.. .,.. ..- �'!.,_, .. ..._ i_. ... ... ... __. ._. __... .. _. .. ......... ...moi -.ii.'•.._.........,_,..-n---:.�._`---_._--....-..._ __. -. ... '-'s.__.. _._e_ _.�'�'•s•.'�r. _. ,• ._..s._ _.t - ..A.. .
1
.:::.. .:.:::.... ...::..
NO.
c
a
o
J
� .,:...
�:.,.:..:SA:WCUT LINE"'LINE' � .:.
-
.:. :....:,..
SAWCUT L IfdE ..... ti
1
90,100 ' 001f
15. 00 '
CIO
15. 00'
0
'�-:EXISTING EDGE OF PAVEMENT
:.... . ...:.:......:..
EXISTIfG l JUNIPER AVENUEQc
:.
LJ
L6
CD
J
L IMI TS OF GRINDING JOINIo-
Z
^
ui
X
E ISING EDGE OF :AVEMENT
EXISTING FINISHED SURFACE
"
o
+
^
m
01
Q
m
co
01
to
m
BENCH MARK. Q O
CALIFORNIA DEPARTMENT OF TRANSPORTATION
BENCHMARK NO. 16-A-68.
0
FOUND 2 1/2" BRASS CAP IN WELL AT PI HIGHLAND
A VENUE AND CYPRESS A VENUE.
DIAL
TWO WORKING
BEFORE DAYS BEFORE
BASIS OF BEARINGS' YOU DIG YOU DIG
THE CALIFORNIA STATE PLANE COORDINATE SYSTEM TOLL FREE 1-800-227-2600
NAD 83, ZONE 5. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
JUNIPER AVENUE
25+00
CURVE DATA
NO.
A ..,:..:.,:..:.
RADIUS
�:.,.:..:SA:WCUT LINE"'LINE' � .:.
TANGENT
1
90,100 ' 001f
15. 00 '
23.55'
15. 00'
:.... . ...:.:......:..
OL
J
Z
ui
X
E ISING EDGE OF :AVEMENT
EXISTING RIGHT OF WAY
€o
c
o
ti
}-
O
Ln
3
J
I-
O
_
3-U
�
Z
f
w
wO1
p1
~
CL
LL
o
Li
Q
o
o
(r
ED�
Q
C11
�ti
o�
U
+
cvc''i
cn
C\im
01
O W
N
Z
N
0)rn
N
m
N
w
JUNIPER AVENUE
25+00
CURVE DATA
NO.
DEL TA
RADIUS
L ENG TH
TANGENT
1
90,100 ' 001f
15. 00 '
23.55'
15. 00'
COMPACTED NA TI VE
SOIL
II I1 I �
,?"X5" REDWOOD HEADER
2",)r2" REDWOOD STAKE
9 24 " 0. C.
REDWOOD HEADER DETAIL
NOT TO SCALE
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Consultont's Seal Prepared Under The Supervision Of
��ssJ�, EPiC ENG/VEERS
D
p '1( CML ENGINEERING LAND SURVEYING
SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT (1�' �j. PLANNING CONSTRUCTIONMANaGEMENT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL `"`::::101 E. REDLANDS BOULEVARD TELE 909 - 792 - 5969
Cc (� "`'``''' SUITE 146 FAX 909 - 792 - 8869
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ~ W REDLAND$, CA 92373
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND * E m _o�
STANDARDS IN EFFECT. �r�p. ClV1ti _
Date A-,fA
SCALE:
HCRIZ I' = 40'
VERT I' = 4'
777777777777777771
1 2
INDICATES AC PAVEMENT
INDICATES AREA OF GRIND AND OVERLAY 1@
CONSTRUCTION NOTES
O1 CONSTRUCT 4 112" AC OVER 12" COMPACTED NATIVE SOIL.
O2 CONSTRUCT 0.20' MINIMUM AC PAVEMENT OVERLAY.
Q CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF FONTANA STD.
NO. 1003.
�4 CONSTRUCT B" AC DIKE PEA CITY OF FONTANA STD. NO. 136.
5FURNISH AND INSTALL TYPE "F.
DELINEATORS LINEA DRS PER SIGNINGT
AND STRIPING O PLANS.
N .
6FURNISH AND INSTALL LL 9500 LUMEN FULL CUT-
0FF TYPE STREET LIGHTS.
C17Y S /O/fp
CONSTRUCT COMMERCIAL DRIVEWAY PEA CITY OF FONTANA STD. NO. 102.
(WIDTH PER PLAN) .
O CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD.
NO. 102-C. (WIDTH PEA PLAN) .
�9 CONSTRUCT SIDEWALK PEA CITY OF FONTANA STO. NO. 1015.
10 SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT.
11 SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB AND SUTTER.
Q GRIND EXISTING ASPHALT PAVEMENT 10' FROM SAWCUT LINE
(MINIMUM 0.2' DEPTH) .
POWER POLES TO BE REMOVED BY OTHERS.
1 REMOVE AND DISPOSE OF EXISTING TREES.
1 FURNISH AND INSTALL REDWOOD HEADER PER DETAIL SHEET 2.
1 CONSTRUCT UNDERSIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 124.
1 CONSTRUCT 3" THICK AC SWALE OVER COMPACTED 90% RELA-TI VE NATIVE SOIL.
FURNISH AND INSTALL 4'x4' PILFER PROOF TREE GRATE AND ANGLE IRON
PER CITY OF FONTANA STD. NO. 141.
Q CONSTRUCT UNDERSIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 124
(MODIFIED TO A 45' ANGLE) .
20 CONSTRUCT CONCRETE HEADWALL PER DETAIL "A " ON SHEET 3.
CONSTRUCT CONCRETE HEADWALL PER DETAIL "B" ON SHEET 3.
GITY GF FC�NTANA, GALT FC�RN IA
ENGINEERING DEPARTMENT
DRAWN BY: WA YNE RUBLE MIDDLE SCHOOL smi: HORIZ' 1 "=40
JR VERT.' 1 "=4
DESIGNED BY: STREET IMPROVEMENT PLANS
FOR JUNIPER AVENUE DATE:
TLC W8' N. OF WALNUT AVE. tO 3S0' S. OF HIGHLAND AVE4 10/25/2001
CHECKED BY: APPROVED BY: DRAWING NO.: 2
EDP F.A�k4 /D�30/D / of
moo S 4
ADO2 CITY ENGINEER RICARDO SANDOVAL DA TE.'