HomeMy WebLinkAbout3408-3It - - N 0 T E I S SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS.
- - - - - - - - - - r 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
4 — . . . . . THE CURB FACE AT POINTS 8 AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
-4- - -------- 3. IN EXISTING STREETS WHERE NO PAVEMENT -REMODELING IS INDICATED, THE ELEVATION OF THE
1 C4 _N -!HALL MEET THE 01-NISHED STREET SURFACE.
------ OUTER EDGE OF THE LOCAL DEPRESSION
-_,)b -V �;j- - - - - -- ------- ;TS WHERE PAVEMENT REMODELING IS INDICATED:
Ob - - -- - - - - - - - - - 4 4. IN NEW STREETS, OR IN EXISTING STREE
THE -ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE
------- ---- EL ------- ---- - zi EVATIONS AT POINTS A AND D. RESPECTIVELY.
7r R -71 THE ELEVATIONS OF POINTS P AND R SHALL ----BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY-. __T :OF _MGHER THAN THE ELEVATION AT THE NEAREST
THE ELEVATION OF POINT S SHALL BE SET 142
- - -- ----- _ 77 Az GUTTER FLOW LINE. =:z LID.: --- ---- ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF
L ir WHERE THERE IS NO GUTlIER -4 Y"T
ELEVATION AT THE NEAREST TOE OF CURB.
E SHALL BE SET HS HIGHER THAN THE 5. DIMENSIONS: f H NOTED ON THE PROJECT PLANS. C
4 -- ---- ----- -------- —7 H NOTED ON THE PROJE T PLANS. -4 -------- H2 NOTED ON THE PROJECT PLANS. 71
-7 ------- - - w j =7 Ha - NOTED ON THE PROJECT PLANS.
G - :600 mm (2 Feet) 41 K 1.5 m (5 Feet)
7 eat) 7XQ -4- M 1.2 m (4 - Feet)
z ------- 4 -4 - _T Wo CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
N 1.5 m (5 F"t)
4 - ----- =71 FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL 200 mm (8 INCHES).
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH :UNITS ARE NOT EXACTLY EQUAL
-4- - =77 - __ H __ == VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCION SHALL BE METRIC
_=4= VA
=�w -7 LUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
:7= BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.. :7 7:�! r -7- Z' 4 r 39 -64 C. 77, 4 4 .0 7Z ------ :7� -4 4 4 7=F 7 7
t=4-= 4 i__ 4-- T7L-�7 -0. C ---------- ----- - ------ --- -- 74-C — - ----- 7=r -4 --- UL _Z :7 7=
ANEIRICAN PtM3LIC WORKS ASSOCUkTION - WKITHE" CALFORNA CHAPTER
mmmm Km
mom
313-1
SHEEr 4 01:4
LOCAL DEPRESSIOMSCJ� AT Cj ff-CH 112A-0tIN&
20' 56 Ir ro F 0 All m m CA NNTJ.
EXIS T m M -k 4, Z� 1 -a c&Ln En M + + M— C*4w 3
Flo. 3084
i7wG-
-4
7
1
4, t -1
CLIWE
MLTA
-.--I 4
LINM
TANGEW
42'44'29"
318.00
-Z:L
15+00
16+00
17+00
18+00
19+00 PLAN
1
4op 20+00
I
71.02
45*05'30"
110.00
SCALE
IN
FEET
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE NO. 901 1E
ON 7HE EAST SIDE OF CITRUS AVE.
21 0*37'1 9"
38.00
139.69
0 40
80
120 160
20' 56 Ir ro F 0 All m m CA NNTJ.
EXIS T m M -k 4, Z� 1 -a c&Ln En M + + M— C*4w 3
Flo. 3084
i7wG-
NORTH KINGSMILL COURT
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
FURNISHED BY OTHERS. THE ENUINEER-WILL NVI Ut
Fa RESPONSH3LE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE SEEN IINCORPORKII ED IINTO THE DOCUMENTS AS
A RESULT THERISOF TE ENGR. CITY DATE
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.
CONSTRUCTION NOTES
CONSTRUCT 4' AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES Jl & J2)
CONSTRUCT 6CF CURB & GUTTER PER CITY STD. PLAN NO. 100J
CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105
W=PER PLAN MODIFIED TO 8' WIDE.
CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
ADUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 1 JO.
CONSTRUCT DRIVEWAY APPROAC14 PER CITY STD. PLAN NO. 102
W = PER PLAN.
INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN
NO. 1016 (SCE #7)
INSTALL STREET NAME SIGN PER CITY STD. NO. 1J9
INSTALL Rl STOP SIGN W1 LIMIT LINE & 'STOP- LEGEND
REMOVE BARRICADE
CUIWE TAKE
CLIWE
MLTA
WILIS
LINM
TANGEW
42'44'29"
318.00
237.22
124.44
/-U\
28'1 6'1 8*
282.00
139.15
71.02
45*05'30"
110.00
86.57
45.67
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE NO. 901 1E
ON 7HE EAST SIDE OF CITRUS AVE.
21 0*37'1 9"
38.00
139.69
138.80
<K)
38'06'01"
201.11
133.73
69.44
PLAN.
<-L)
42*44'29"
300.00
223.79
117.39
Prepared Under The Supervision Of
nm
N 09* 1 O'34" W
20.00
NORTH KINGSMILL COURT
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
FURNISHED BY OTHERS. THE ENUINEER-WILL NVI Ut
Fa RESPONSH3LE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE SEEN IINCORPORKII ED IINTO THE DOCUMENTS AS
A RESULT THERISOF TE ENGR. CITY DATE
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.
CONSTRUCTION NOTES
CONSTRUCT 4' AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES Jl & J2)
CONSTRUCT 6CF CURB & GUTTER PER CITY STD. PLAN NO. 100J
CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105
W=PER PLAN MODIFIED TO 8' WIDE.
CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
ADUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 1 JO.
CONSTRUCT DRIVEWAY APPROAC14 PER CITY STD. PLAN NO. 102
W = PER PLAN.
INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN
NO. 1016 (SCE #7)
INSTALL STREET NAME SIGN PER CITY STD. NO. 1J9
INSTALL Rl STOP SIGN W1 LIMIT LINE & 'STOP- LEGEND
REMOVE BARRICADE
Go
(O
BEN>iMARK' No. 615
BASIS OF BEAF&M
R41LROAD SPIKE AT INTERSEC71ON
7HE BEARING OF N89*30'06"E ALONG
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE NO. 901 1E
ON 7HE EAST SIDE OF CITRUS AVE.
THE No. LINE OF SEC. 30, T 1N.,R.5W.,
S.B.M. PER R.S. 5815, WAS USED AS
774E EASIS OF BEARINGS FOR THIS
SIERRA LAKES SPECIFIC
PLAN
c;
z
ELEVAlla* 146759
PLAN.
0
Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC.
STREET IMPROVEMENT PLANS
10601 CKFICH S71TIEET, SM V7
DRAV#N BY-
SCALE-
W < o. 62183 rn
RANCHO (=AMONGA, CA 9VW
DJ
TRACT NO. 16178
AS SHOWN
Ex . 9 30 05
P, - -
PHOPE (9W) 948-lN
DESIGNED BY:
TH gSWLL C T.
DATE:
(D
CjVj\_
CA I
Date ?,Y.,93
SCL
__N^
!
MA Y 200J
04
CHECKED BY.
AP Y.
DRAWNG NO. :
3
ROJE 62M �j EXP. 9-30-05
3408
3
z
rl"rx r" QNFER R.C.E. 5115� DATt -1
JAl
26-1737\streets\sW.dwa.
09124rAM 09:29.% AM. DJ