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LEGEND
CONSTRUCTION NOTES
W
'C� F. H. = FIRE
HYDRANT
❑ ELEC VAULT = ELECTRIC VAULT
TC = TOP OF CURBO
CONSTRUCT 8” CONCRETE CURB PER CITY OF FONTANA STD. NO. 1000.
O STLT = STREET LIGHT
® WV = WATER VALVE
FL = FLOW LINE
(DCONSTRUCT 6 1 2" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE.
/
j
TRFSIG = TRAFFIC SIGNALO
SMH =SEWER
MANHOLE
TB = TOP OF BERM
O ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. NO. 2000.
W
=SIGN
O SDMH =
STORM DRAIN MANHOLE
FS = FINISH SURFACE
Q INSTALL REMOVABLE CURB FACE PLATE & COVER PER DETAIL 1 AS SHOWN ON SHEET 2.
o PB = PULL BOX
FG = FINISH GRAGE
s0 SAWCUT & REMOVE EXISTING AC PAVEMENT.
Q
❑ WM = WATER METER
O TELMH
=TELEPHONE MANHOLE
BW = BACK OF WALK
0 EXCAVATE TO A DEPTH OF 18" BELOW MEDIAN TOP OF CURB AND BACKFILL WITH 90% MIN.
SCALE 1 "-20'
-
�
❑ TELPED = TELEPHONE
PEDESTAL
• PP = POWER POLE REMOVE EXIST AC PAVEMENT
COMPACTED SUBGRADE TO 2"-3" BELOW TOP OF CURB (PLAN VIEW AS SHOWN ON SHEET 9 AND 10)
�_
❑ MB =MAIL BOX
S/W = SIDEWALK PROP AC PAVEMENT
» CONSTRUCT 1-2" AND 2-4" SCHEDULE 40 POLYVINYL CHLORIDE (PVC) PIPE SLEEVES FROM BACK
OF WALK TO MEDIAN PER CITY STD. NO. 5018
20 10 0 20 40
60
V
SHOULD CONSTRUCTION OF THE REQUIRED Q%OfESS/pN' Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT
COMMENCE WITHIN TWO ��FEUPE u. l Fye,
STREET IMPROVEMENT PLAN
e
YEARS OF THE DATE
OF APPROVAL SHOWN HEREON M°U"°S DRAWN BY:
CITRUS AVENUE MEDIAN IMPROVEMENTS
SCALE: ,
DIAL
TYO WORKING
AND CARRIED FORTH
IN A DILIGENT MANNER, THE No. 40964 VL
PLAN/PROFILE SHEET
1 =20
BEFORE
YOU DIG
DAYS BEFORE
YOU DIG
* EXP, 3/31/09 DESIGNED BY:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE VIL-
RIZ1107
STA_ 25+50.00 STA. 30+00.00
DATE.
11/14/07
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND
REV.
PLANS TO BRING THEM INTO CONFORMANCE WITH sl'j awL ��. -� �i�-
CHECKED BY:
F OF CA'L�i
AP ROVED air DRAWING No.: 6
�j 07
SERVICE ALERT
REVISION DESCRIPTION
DATE ENGR. CITY DATE STANDARDS
I N EFFECT. FELIPE U. MOLINOS RCE 40964 DATE
MP
DAT�L
4160
CITY ENG R.C.E. 51152