HomeMy WebLinkAbout4757-2' (TO PROTECT I PLACE)Ln
o EXIST 22" X 13" CMPA x 1 I II
0 0 STA 7+10.41 FOOTHILL 6LVD = EXIST DISCI�ARGE STRUCT. P STD. DETAIL w ;; I
EXIST STREET LIGHT @ 0.25% REF CITY OF
TO REMAIN IN PLACE ao (1304.25 FS) I STA 1�0+76 01_F�,rJDER AVE 124 REF. CITY OF FONTANA gUBLIC WORKS '
FONTANA PUBLIC 1 is
(ELEV.=1304-.51) DEPT. DR. � O. 405 SHEET 2 OF 2 WORKS DEPT. DR. NO. s� (1303.72 BCR)
(1303.43 FS) I TO PROTECT IN PLACE 1393.19 FL
3+00 4+00 5+00 6+00 7+00 ( ) 405 SHEET 2 OF 2
_I - ---}----� IR
I----- ---- EXIST DWY. APPROACH (1301.56 RIM) - - - - N89'45 10 E I-
EXIST HYDRANT TO f�33% ,
1303.72. BCR I TO BE DEMOLISHE 3 \ .��. ,� I ,-
REMAIN IN PLACE oo EXIST SIDEWALK TO 1300.48 FL)Ix
o EXIST 6 CURB AND 1303.61 TC 1303.19 FL ( i EXIST 6 CURB & GUTTER x
(1302.64 TC) `n 1 GUTTER TO REMAIN 1303.11 FL REMAIIt1 IN PLACE
TO REMAIN IN PLACE'----
u�(1302.14 FL) __ _ _......_ IN_ PLACE ---__---------__ ___.____-__-____.__--_. _--------- .. EXIST BUILDING TO � � � .__ � � f'< ---i; � -77=
___..___w____-_______ _...... _______ _________._ -___ -------- ,._N.,. 0 40 80 120 _
�- ________________ STA 140+76 OLEANDER AVE _
a , REMAIN IN PLACE _ 76,
-------------
----, .. .. , ,. -:.., ... .. . �,..,,,.. '. ..... ,, ..., . �, o -;_" °, STA 7+10.41 FOOTHILL BLVD
.. :.-:..,.:a, �,: ;,, -, r , -- - 102.92 ECR
1302.4 r, ,. ,, ., ,. ^.:' , , r. „ _ IDEWA o R-5.5 _
----- --- - ------ EXISTS LK 4
� o N89'45 10 E EXIST R W �� �q „• � o 1302.42 FL 140+(ECFV.-1304.51)
e D o 0 1303.39(n!%, 130 .08 ECR SCALE: 1 40 138+00 EXIST. SBC c�139+00 140+00
laPf�fo z cfl ----- --- F ---+--- - EXIST DWY.
- I 13 .56 FL ---- o PAD (TO REMAIN) F ----- ------f------{ --
0 0 o f BW � Y I( r EXIST RT o „ APPROACH
fl�fl��flfl�fl� a N z I o SEE DETAIL 1 S 111471 %E °° TO BE DEMOLISHED -
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FOOTHILL BOULEVARD w I
SCALE: 1 -40
O OLEANDER AVENUE
SCALE: 1 "=40'
CONSTRUCTION NOTES:
CONS 3
TOP RIM STORM
1 0 CONSTRUCT SIDEWALK PER STD. 1015 CITY OF FONTANA DRAIN (1301.56) 0' 40' 80 120' EXIST 3/W
O2 CONSTRUCT DRIVEWAY APPROACH PER STD 1002 CITY OF FONTANA (W=26.00')
O3 INSTALL NEW 4"0 CAST IRON STORM DRAIN PIPE SCALE: 1 :40 Y / / ff
SOUTH NORTH _ EAST o.
WEST � 4 CONSTRUCT. 6 CURB AND. GUTTER PER STD. 1000 CITY OF FONTANA
R/VV RAWR/W / R W
1 10100 0 /
I -
60 00 I
-
LEGEND.
1 15.00 35.00 48.00 12.00 1 1 10.00 20.00
20.00' 10.00' 1300.36 TC X
1 I 1; EXISTING FIRE HYDRANT (1299.86 FL) • / /
'I ! 1 I -
0.50.5 EXISTING A.C. / / BACK OF CURB
t1144.00 ! EXISTING A.C. I EXISTING DRAIN MANHOLE / YPAVEMENT
PAVEMENT 1 / O� I �z EXISTING POWER POLE - - - / / o= URB FACE
OO7�� 12.00/p �'_-_- y. 0 /O , Oy
wv
1
-}-�J ��o�y� __-________ _ ___ __
1....T--------------------------------------------------------------�-.,R,; EXISTING --�------------------ --------------------------------�=--� EXISTING WATER VALVULE
L- _ -------------------------------J - PROPOSED t------------------------------- ---
------ -
SIDEWALK UTTER FLOWLINE
SIDEWALK EXISTING _
SIDEWALK � CENTER LINE - - - - - - - - - -
EXISTING 1300.46 TC 1300.57 TC ��LtP-&F-eU:FfER
EXISTING 6„ PARKWAY - - PROPERTY LINE
CURB & EXISTING (1299.96 FL) (1300.07. FL)
GUTTER PARKWAY EXISTING 6" TIC TOP OF CURB 1300.39
CURB & I 7.5' ! INV ELEV.
EXISTING 6" GUTTER FL FLOW LINE
- - MANHOLE EXIST. DRAINAGE STRUCTURE
CURB & BW BACK OF SIDEWALK 0.5'1 I 6.5' 110.5' _ �_� INSTALL NEW 4" 0 CAST IRON
FOOTHILL BLVD GUTTER OLEANDER AVENUE
EXISTING SECTION 6 opt > ..
EXISTING SECTION BCR BEGIN CURB RETURN PIPE STORM DRAIN LATERAL. SAW
N.T.S. (n r: ..:-_'7-. '- `-i I.•'� o CUT/DRILL AND REMOVE OPENING
N.T.S. w „r `�
STA 3+80.41 TO STA 6+28.65
STA 138+56.91 TO STA 140+26.00 ECR END CURB RETURN 2' TO INSTALL NEW LATERAL,
_ Q Irl_ J .
�• • • • "`• -• ' PROTECT EXIST. DRAINAGE
DWY DRIVEWAY 4 -0 STRUCTURE AND REINFORCEMENT
o
. WITH SLOPE. 0.5% MIN
FS FINISH SURFACE cD
PLACE CONCRETE MORTAR
TG TOP OF GRATE SECTION Y Y �,
SECTION X -X OR OTHER EQUAL OR APPROVED
N.T.S.
N.T.S. SEALENT BY CM INSPECTOR
DETAIL 1
' - N.T.S.
T DRAINAGE STRUCTURE
)ASP )-
ASP.0624 0
p SHOULD CONSTRUCTION OF THE REQUIRED �ROFESSio
CITY OF FONTANA, CALIFORNIA
BENCHMARK 384 OT �,� M. T �N
PK NAIL IN POWER POLE # 221589E AT
IMPROVEMEr4TS NOT COMMENCE WITHIN TWO ��- o� M Fti ( STREET IMPROVEMENT PL
NORTHWEST CORNER OLEANDER AVE AND
YEARS OF �HE DATE OF APPROVAL SHOWN HEREON �; �? DRAWN BY: FoorHi�� Bw� SCALE.
FOOTHILL BLVD ELEV. = 1304.51
Z o o O.C. FROM 3+80.41 TO 6+28.65 AS SHOWN
AND CARRIED FORTH IN A DILIGENT MANNER, THE = No. C 660150 F-1oc cII
DIAL TWO WORKING * EXP. 6/30/10 * CIVIL ENGINEERING DIVISION DESIGNED 8Y: LE/o► rANE. DATE:
BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE s 4 947E.STREET. SAN BERNARDINO.CA. 92405 O.C. F OM 8+ T +26.00 7/21/00
YOU DIG YOU DIG A I �. �. y C i �� •�.� c��.. TEL. (909) 88"542. FAx (909) 88,-5400
PLANS TO B:,.,•I, HEM INTO CONFORMAN..- WITH r CHECKED 8Y: APPROV Y: DRAWING NO.:
F a
TOLL FREE 1-800-227-2600 OF C ACTOR M. MORENO R.C.E.
LF �� �y e � 47� l •
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. N0. C 66015 EXP. 06/30/10 DATE: 'E-�� H. M. CITY NGI R.C.E. 51152 DATE: L