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6+00 7+00
GARDENS STREET
SEE DWG. NO. 5584,
SHEET 4 OF 6
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GARDENS STREET
SEE DWG. NO. 5584,
SHEET 4 OF 6
1 27
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W �
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54.98'
RED WILLOW ST.
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GARDENS STREET
SEE DWG. NO. 5584,
CONSTRUCTION NOTES SHEET 4 OF 6
\ CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
2� CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
\ CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=PER PLAN).
4� INSTALL STREET LIGHT PER MASTER STREET LIGHT PLANS.
\ CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
7 NOT USED
ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 2000.
\CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403.
10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3000.
SEE DETAIL ON SHEET 2.
11 CONSTRUCT 8" TO 6" CF CURB TRANSITION.
12 NOT USED
13 NOT USED
14 CONSTRUCT BARRICADE PER STD. PLAN NO. 4000.
(i5 -INSTALL "BLUE DOT" F.H. MARKER PER CITY STD. PLAN NO. 6001.
16 CONSTRUCT ENHANCED PAVEMENT PER DETAIL ON SHEET 1.
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(FUTURE)
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GARDENS STREET
SEE DWG. NO. 5584,
CONSTRUCTION NOTES SHEET 4 OF 6
\ CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
2� CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
\ CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=PER PLAN).
4� INSTALL STREET LIGHT PER MASTER STREET LIGHT PLANS.
\ CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
7 NOT USED
ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 2000.
\CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403.
10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3000.
SEE DETAIL ON SHEET 2.
11 CONSTRUCT 8" TO 6" CF CURB TRANSITION.
12 NOT USED
13 NOT USED
14 CONSTRUCT BARRICADE PER STD. PLAN NO. 4000.
(i5 -INSTALL "BLUE DOT" F.H. MARKER PER CITY STD. PLAN NO. 6001.
16 CONSTRUCT ENHANCED PAVEMENT PER DETAIL ON SHEET 1.
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54.98'
RED WILLOW ST.
DM / SCL
ARBORETUM AVENUE
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E ineering Communitie for Lif FAx.- 909.481.6320
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(FUTURE)
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35.00'
54.98'
RED WILLOW ST.
DM / SCL
ARBORETUM AVENUE
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E ineering Communitie for Lif FAx.- 909.481.6320
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(FUTURE)
DATE: N
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35.00'
54.98'
RED WILLOW ST.
DM / SCL
ARBORETUM AVENUE
•
E ineering Communitie for Lif FAx.- 909.481.6320
STA. 6+48.89 TO STA. 15+00.00
(FUTURE)
DATE: N
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NOVEMBER, 2016 ,
G(, DA EJ4
CHECKED BY:
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4 6/8/17
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90°00'00"
35.00'
54.98'
RED WILLOW ST.
DM / SCL
ARBORETUM AVENUE
AS SHOWN 6
In
E ineering Communitie for Lif FAx.- 909.481.6320
STA. 6+48.89 TO STA. 15+00.00
(FUTURE)
DATE: N
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NOVEMBER, 2016 ,
G(, DA EJ4
CHECKED BY:
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TANGENT
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90°00'00"
35.00'
54.98'
35.00'
DM / SCL
ARBORETUM AVENUE
AS SHOWN 6
In
E ineering Communitie for Lif FAx.- 909.481.6320
STA. 6+48.89 TO STA. 15+00.00
DESIGNED BY:
DATE: N
cl
SCL
NOVEMBER, 2016 ,
G(, DA EJ4
CHECKED BY:
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APPROVE BY: /
4 6/8/17
DRAWING N0.
5615
2 Z
36 6
r
CITY ENGINEER R.C.E. 51152 DATE
RCE 36&37
CD
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RED WILLOW
ST.
(FUTURE)
SIGNING AND STRIPING CONSTRUCTION NOTES:
20 INSTALL R-1 STOP SIGN PER MUTCD.
21 APPLY 12" WHITE LIMIT LINE.
22 APPLY STOP LEGEND PER CALTRANS STD. A24D.
23 INSTALL W3-1 "STOP AHEAD" SIGN ON PROPOSED STREET LIGHT POLES.
24 INSTALL R-26(S)(CA) "NO STOPPING ANY TIME" SIGN ON PROPOSED STREET LIGHT POLES.
25 APPLY THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
26 APPLY DOUBLE YELLOW STRIPING PER DETAIL 22.
27 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003.
REV. REVISION DESCRIPTION
p \ IF
�_WWWWMAM
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ARBORETUM AVENUE
DATE I ENGR. I CITY I DATE
13+00
� SCALE: 1 " = 40'
20 19
TACT NO.
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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.
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15+00
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`PROP. R/W
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
90°00'00"
35.00'
54.98'
35.00'
7
BENCH MARK: # B-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 3519 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. ASN 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
E'LY
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1 "= 40'
SCALE IN FEET
5' 5' W=21' 6' 5'
STA. 7+26.15 CB ARBORETUM AVENUE
LOCAL DEPRESSION DETAIL
SCALE: 1"=10'
' 5' W=28' 6' 5'
CATCH BASIN
LD CASE "A"
"? FLOW
G ,�G
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STA. 7+30.13 GL CB ARBORETUM AVENUE
LOCAL DEPRESSION DETAIL
SCALE: 1"=10'
CITY OF FONTANA, CALIFORNIA w
J:\126-2358\street\ST02-Zstreet.dwg, 4/22/2017 11:43:04 AM, DWG To PDF.pc3
r
STREET IMPROVEMENT PLANS
MAD O L E9302 mTmuRc H AVE, SUITE 230
DRAWN BY:
SCALE:Of
• RANCHO CUCAMONGA, CA 91730
PHONE: 909.481.6322
DM / SCL
ARBORETUM AVENUE
AS SHOWN 6
In
E ineering Communitie for Lif FAx.- 909.481.6320
STA. 6+48.89 TO STA. 15+00.00
DESIGNED BY:
DATE: N
SCL
NOVEMBER, 2016 ,
G(, DA EJ4
CHECKED BY:
WLI
APPROVE BY: /
4 6/8/17
DRAWING N0.
5615
2 Z
36 6
WENDE L L. IWATSU U EXP. 6-30-J8
CITY ENGINEER R.C.E. 51152 DATE
RCE 36&37
J:\126-2358\street\ST02-Zstreet.dwg, 4/22/2017 11:43:04 AM, DWG To PDF.pc3