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SEE M. NO. 3708
SHEET 5 OF 7
CITRUS AVENUE
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CONSTRUCTION NOTES
1O CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95%%% PER CITY STD. PLAN NO. 401.
O2 CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6').
O6 ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
O ADJUST WATER VALVE TO GRADE.
O8 CONSTRUCT VARIABLE AC PAVEMENT (8"± MIN. TO 2.2'± MAX.).
O9 CONSTRUCT MIN. 0.10' A.C. PAVEMENT OVERLAY (5' MIN. WIDE); FEATHER FOR
SMOOTH JOIN. SAW -CUT MIN. V WIDE ALONG EXIST PAVEMENT EDGE.
10 INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184042 (95 WATT ACTUAL) PER
CITY STD. PLAN NO. 404, CASE 1; CARPINTERIA POLE AND TEARDROP FIXTURE.
13 SAWCUT AND REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT MOD. LOCAL DEPRESSION CASE "B" PER CITY STD. PLAN NO. 3003.
16 RELOCATE EXISTING WATER LINE & APPURTENANCES PER SEPARATE PLAN (BY OTHERS)
17 ADJUST EXISTING MWD MANHOLE TO GRADE UNDER MWD SUPERVISION. 36" MANHOLE
FRAME & COVER WITH MWD LOGO TO BE INSTALLED PER MWD DETAIL (SHEET STP -288).
18 CONSTRUCT DRIVEWAY APPROACH (W=16') PER CITY STD. PLAN NO. 1002.
19 CONSTRUCT ENHANCED CURB RETURN ACCESS RAMP PER CITY STD. PLAN
NO. 1003. AND DETAIL ON SHEET 1.
EXIST. ST. LIGHT Is
PROTECT -IN-PLACE
STA. 101+19.50 CL CB
LOCAL DEPRESSION DETAIL
SCALE: 1" = 10'
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
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DELTA
RADIUS
LENGTH
TANGENT
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10°12'54"
841.00'
149.94'
75.17'
C2
10°12'54"
875.00'
156.00'
78.21'
C3
10°12'54"
934.00'
166.52'
83.48'
SEE M. NO. 3708
SHEET 5 OF 7
CITRUS AVENUE
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EXIST. ST.'L1'
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(PROTECT -IN -PLA i 17 9.38
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CONSTRUCTION NOTES
1O CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95%%% PER CITY STD. PLAN NO. 401.
O2 CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6').
O6 ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
O ADJUST WATER VALVE TO GRADE.
O8 CONSTRUCT VARIABLE AC PAVEMENT (8"± MIN. TO 2.2'± MAX.).
O9 CONSTRUCT MIN. 0.10' A.C. PAVEMENT OVERLAY (5' MIN. WIDE); FEATHER FOR
SMOOTH JOIN. SAW -CUT MIN. V WIDE ALONG EXIST PAVEMENT EDGE.
10 INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184042 (95 WATT ACTUAL) PER
CITY STD. PLAN NO. 404, CASE 1; CARPINTERIA POLE AND TEARDROP FIXTURE.
13 SAWCUT AND REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT MOD. LOCAL DEPRESSION CASE "B" PER CITY STD. PLAN NO. 3003.
16 RELOCATE EXISTING WATER LINE & APPURTENANCES PER SEPARATE PLAN (BY OTHERS)
17 ADJUST EXISTING MWD MANHOLE TO GRADE UNDER MWD SUPERVISION. 36" MANHOLE
FRAME & COVER WITH MWD LOGO TO BE INSTALLED PER MWD DETAIL (SHEET STP -288).
18 CONSTRUCT DRIVEWAY APPROACH (W=16') PER CITY STD. PLAN NO. 1002.
19 CONSTRUCT ENHANCED CURB RETURN ACCESS RAMP PER CITY STD. PLAN
NO. 1003. AND DETAIL ON SHEET 1.
EXIST. ST. LIGHT Is
PROTECT -IN-PLACE
STA. 101+19.50 CL CB
LOCAL DEPRESSION DETAIL
SCALE: 1" = 10'
Q O REV.
C=_
TOLL FREE _"qqNMMw_ 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
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DELTA
RADIUS
LENGTH
TANGENT
C1
10°12'54"
841.00'
149.94'
75.17'
C2
10°12'54"
875.00'
156.00'
78.21'
C3
10°12'54"
934.00'
166.52'
83.48'
C4
10°12'54"
900.00'
160.46'
80.44'
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DATE I ENGR. I CITY I DATE
CASA GRANDE AVENUE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
107
PROFILE
HORIZ 40'
VERT 1"= 4'
PLAN 1 "= 40'
SCALE IN FEET
,0 :0 120 11
Z 11112-1- PROP. 78" S.D. 1721.7
I I I I I a
SPAIN AVENUE
TRACT NO. 17438
BENCH MARK: #6-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01"10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
PREPARED UNDER THE SUPERVISION OF:
I(NMADOLE 9302 0 DRAWN BY:
3 2 PITTSBURGH AVE., SUITE 23
RANCHO CUCAMONGA, CA. 91730 DM
PHONE 909.481.6322
Engineering Communities for Life FAX 909.481.6320 DESIGNED BY:
SL
G1 DA Z5 1 CHECKED BY:
WEN ELL L. ATSURU EXP. 0-30-1 WLI
R.C.E. 36637
oZ
Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
10°12'54"
841.00'
149.94'
75.17'
C2
10°12'54"
875.00'
156.00'
78.21'
C3
10°12'54"
934.00'
166.52'
83.48'
C4
10°12'54"
900.00'
160.46'
80.44'
M
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
CASA GRANDE AVENUE
CITRUS AVENUE TO STA. 110+00.00
APPRO BY:
7/31/2017
CITY ENGINEER R.C.E. 51152 DATE
SCALE:
AS SHOWN
DATE:
MAY 2016
DRAWING NO. 2
5501 4
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