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EX. ST. LT. / EX. ST. LT. APN: 0238-101-65 O EX. ST. LT. EX. ST. LT. EX. ST. LT. APN: 0238-101-64 EX. ST. LT. ,L EX. ST. LT. APN: 0238-081 -51
Z AVENUE
SECTION 29 SECTION LINE CA111`7050 C014C. W)EWALI- Q 6910+00.00I
� WANDA DAHLIA STREET
.� < SECTION 28 _ .fie--_-= _ -_- __�_ y SECTION 29
s _
LINE OF SIGHT SECTION 28 + 0 '
7 + L=580', MPH=60 __ - - - ETIWANDA AVENUE 00 N EXIST. CROSS GUTTER TO BE REMOVED
58 59 t°'n N 60 61 62 EXIST SEWER 63 �' 64 65 66 6 ; EXIST SEWER 68 69 70
CITY OF ONTARIO N00'13 25 E CITY OF ONTARIO _ 68+06.00 _ _
-= � �-'_ CITY OF FONTANA - - + _ - T CITY OF FONTANA C L CATCH BASIN � J � J � J I - _-
LIMITED USE AREA ----,,,12 ;n 12 N -- _ EXIST GAS OF W=14', V=T�.65' � � °r° o _ - LIMITED USE AREA
EXIST GAS _ - - EXIST WATER 1n L= 80 M = 925.68TC °' O c`! n to - - 3
____ (NOTHING HIGHER - -� r - r LI IGH
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- __
°O o� corn in THAN 30" ALLOWED
TF�AN_3f}" ALLOWED) � 12 - M _ _ --- - 12 `r' I 13 M 17 - - )
cO 915.53TC 3 17 EXIST. CURB &GUTTER 4 16 MH _ o to _ - - I AA IE 13 + 3 17 3 12
LINE OF SIGHT - - - 12
(914.86FL)
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APN: 0238-1 1 2-49 ' EXIST R/W 7 - 4 4 7 EXIST. R/W 4 - 4 �� - - - 6&+24.50 3 -
j U 2 U 0 �° N CO OF SIGHT 7 -� m '° 2 'n y
F_: m w + PROPOSED R/W + �INE LIMITED USE AREA PROPOSED R/W C L CATCH BASIN - - - (0 V) V) Y I U J U co cNo L=580', MPH=60 �+ (NOTHING HIGHER '`' LIMITED USE AREA W/21', V=5.88' 8 5
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PROPOSED 24" LINE A 18 + N c�i M o U ci L-580', MPH -60 0 , 927.79TC; 927.12FL
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4 7 t
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EX. ST. LT. / EX. ST. LT. APN: 0238-101-65 O EX. ST. LT. EX. ST. LT. EX. ST. LT. APN: 0238-101-64 EX. ST. LT. ,L EX. ST. LT. APN: 0238-081 -51
Z AVENUE
SECTION 29 SECTION LINE CA111`7050 C014C. W)EWALI- Q 6910+00.00I
� WANDA DAHLIA STREET
.� < SECTION 28 _ .fie--_-= _ -_- __�_ y SECTION 29
s _
LINE OF SIGHT SECTION 28 + 0 '
7 + L=580', MPH=60 __ - - - ETIWANDA AVENUE 00 N EXIST. CROSS GUTTER TO BE REMOVED
58 59 t°'n N 60 61 62 EXIST SEWER 63 �' 64 65 66 6 ; EXIST SEWER 68 69 70
CITY OF ONTARIO N00'13 25 E CITY OF ONTARIO _ 68+06.00 _ _
-= � �-'_ CITY OF FONTANA - - + _ - T CITY OF FONTANA C L CATCH BASIN � J � J � J I - _-
LIMITED USE AREA ----,,,12 ;n 12 N -- _ EXIST GAS OF W=14', V=T�.65' � � °r° o _ - LIMITED USE AREA
EXIST GAS _ - - EXIST WATER 1n L= 80 M = 925.68TC °' O c`! n to - - 3
____ (NOTHING HIGHER - -� r - r LI IGH
_ 5 PH 60 4 16 +(0 + 0) Co NOTHING HIGHER
- __
°O o� corn in THAN 30" ALLOWED
TF�AN_3f}" ALLOWED) � 12 - M _ _ --- - 12 `r' I 13 M 17 - - )
cO 915.53TC 3 17 EXIST. CURB &GUTTER 4 16 MH _ o to _ - - I AA IE 13 + 3 17 3 12
LINE OF SIGHT - - - 12
(914.86FL)
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�. - - - - - -- PP 1 5 - - _ PP LINE OF SIGHT
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L-58 M =
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APN: 0238-1 1 2-49 ' EXIST R/W 7 - 4 4 7 EXIST. R/W 4 - 4 �� - - - 6&+24.50 3 -
j U 2 U 0 �° N CO OF SIGHT 7 -� m '° 2 'n y
F_: m w + PROPOSED R/W + �INE LIMITED USE AREA PROPOSED R/W C L CATCH BASIN - - - (0 V) V) Y I U J U co cNo L=580', MPH=60 �+ (NOTHING HIGHER '`' LIMITED USE AREA W/21', V=5.88' 8 5
�XJ CO�� H� 'p UJ
C-iwa I a Ki�r`nUrn�U a U M`r� 18 r�U >- Jcp
0 Z N M- 0 w "" " r N C1 4 a U LINE OF SIGHT F O 10+93.97 BCR
18 THAN 30 ALLOWED) N N U U U (NOTHING HIGHER 925.88TC
PROPOSED 24" LINE A 18 + N c�i M o U ci L-580', MPH -60 0 , 927.79TC; 927.12FL
+ ? w I = +tri tri cD 0 cD O 00 lL 3 U U + r (6 to CV CV N O N M L`,U �' t- co LL cv U_ r.� 00 C-4 THAN 30" ALLOWED 1 J
o o w rn O U �`' m r` - o STORM DRAIN; SEE STORM co rn rn rn rn __ C m U m U + ,,,i ,,i 18 ) 11 +03.05 ECR ^ JOIN EXISTING
tr cn I m ,n o, o, Q, cu ao _r' 0 LIMITED USE AREA JOIN EXISTING ,� �, 0
o _ 0 o rn cp a' a' DRAIN PLANS DWG 4067. 04 0 - C4 o 04 o co N N 927.45TC; 926.78FL � 4 16 FU RE ST. LT.
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EX. ST. LT. / EX. ST. LT. APN: 0238-101-65 O EX. ST. LT. EX. ST. LT. EX. ST. LT. APN: 0238-101-64 EX. ST. LT. ,L EX. ST. LT. APN: 0238-081 -51
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SECTION 29 SECTION LINE CA111`7050 C014C. W)EWALI- Q 6910+00.00I
� WANDA DAHLIA STREET
.� < SECTION 28 _ .fie--_-= _ -_- __�_ y SECTION 29
s _
LINE OF SIGHT SECTION 28 + 0 '
7 + L=580', MPH=60 __ - - - ETIWANDA AVENUE 00 N EXIST. CROSS GUTTER TO BE REMOVED
58 59 t°'n N 60 61 62 EXIST SEWER 63 �' 64 65 66 6 ; EXIST SEWER 68 69 70
CITY OF ONTARIO N00'13 25 E CITY OF ONTARIO _ 68+06.00 _ _
-= � �-'_ CITY OF FONTANA - - + _ - T CITY OF FONTANA C L CATCH BASIN � J � J � J I - _-
LIMITED USE AREA ----,,,12 ;n 12 N -- _ EXIST GAS OF W=14', V=T�.65' � � °r° o _ - LIMITED USE AREA
EXIST GAS _ - - EXIST WATER 1n L= 80 M = 925.68TC °' O c`! n to - - 3
____ (NOTHING HIGHER - -� r - r LI IGH
_ 5 PH 60 4 16 +(0 + 0) Co NOTHING HIGHER
- __
°O o� corn in THAN 30" ALLOWED
TF�AN_3f}" ALLOWED) � 12 - M _ _ --- - 12 `r' I 13 M 17 - - )
cO 915.53TC 3 17 EXIST. CURB &GUTTER 4 16 MH _ o to _ - - I AA IE 13 + 3 17 3 12
LINE OF SIGHT - - - 12
(914.86FL)
L=580', MPH=60 - - -
�. - - - - - -- PP 1 5 - - _ PP LINE OF SIGHT
GUY WIRE PP - - - - 17 pp 14 1 - - - 14
L-58 M =
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lit------ _ \ _-
APN: 0238-1 1 2-49 ' EXIST R/W 7 - 4 4 7 EXIST. R/W 4 - 4 �� - - - 6&+24.50 3 -
j U 2 U 0 �° N CO OF SIGHT 7 -� m '° 2 'n y
F_: m w + PROPOSED R/W + �INE LIMITED USE AREA PROPOSED R/W C L CATCH BASIN - - - (0 V) V) Y I U J U co cNo L=580', MPH=60 �+ (NOTHING HIGHER '`' LIMITED USE AREA W/21', V=5.88' 8 5
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C-iwa I a Ki�r`nUrn�U a U M`r� 18 r�U >- Jcp
0 Z N M- 0 w "" " r N C1 4 a U LINE OF SIGHT F O 10+93.97 BCR
18 THAN 30 ALLOWED) N N U U U (NOTHING HIGHER 925.88TC
PROPOSED 24" LINE A 18 + N c�i M o U ci L-580', MPH -60 0 , 927.79TC; 927.12FL
+ ? w I = +tri tri cD 0 cD O 00 lL 3 U U + r (6 to CV CV N O N M L`,U �' t- co LL cv U_ r.� 00 C-4 THAN 30" ALLOWED 1 J
o o w rn O U �`' m r` - o STORM DRAIN; SEE STORM co rn rn rn rn __ C m U m U + ,,,i ,,i 18 ) 11 +03.05 ECR ^ JOIN EXISTING
tr cn I m ,n o, o, Q, cu ao _r' 0 LIMITED USE AREA JOIN EXISTING ,� �, 0
o _ 0 o rn cp a' a' DRAIN PLANS DWG 4067. 04 0 - C4 o 04 o co N N 927.45TC; 926.78FL � 4 16 FU RE ST. LT.
+ to rn r7 o rn °' (NOTHING HIGHER rn o N cp c) c)' `p °' °'
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tan' N o THAN 30" ALLOWED)
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CURVE DATA
DRAWING NO.
STREET
CURVE
RADIUS
DELTA
LENGTH
TANGENT
1
50.00
89'14'00"
77.87
49.34
4
30.00
90'00'00"
47.12
30.00
5
50.00
90'46'00"
79.21
50.67
C.0b I
Q V_ X1 <:�EGTiZI VA w Z
00 /�/�{�� T y'q C T dyn �1 `�� M tri I ` U X
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62 o TABIOLO M I crn w
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Exp.3-31-09 rn
3
EXISTING PLAN REFERENCE
PLAN
DRAWING NO.
STREET
CO. STD. ACP --90
..x
CITY STD. 3096
CONSTRUCTION NOTES: O
CITY STDS. 1545 & 1678
WATER
r
ww
�=
01 CONSTRUCT 6.5" MIN. ASPHALT CONCRETE PAVEMENT OVER 95% COMPACTED SUBGRADE
11
CONSTRUCT CONCRETE CROSS -GUTTER, CURB RETURN, & SPANDREL PER CITY OF FONTANA
STD. PLAN NO. 104. (MODIFIED W=8')
T
0 CONSTRUCT 5.5" MIN. ASPHALT CONCRETE PAVEMENT OVER 95% COMPACTED SUBGRADE
g
12
SAW CUT EXISTING CONCRETE CURB, GUTTER, AND/OR AC PAVEMENT.
0 PROVIDE OVERLAY JOIN PER DETAIL ON SHEET 1.
h
M
ADJUST TO GRADE AS NEEDED PER CITY OF FONTANA STD. PLAN NO. 130.
13
REMOVE EXISTING CONCRETE CURB, GUTTER AND/OR AC PAVEMENT.
EXISTING PLAN REFERENCE
PLAN
DRAWING NO.
STREET
CO. STD. ACP --90
STORM DRAIN
CITY STD. 3096
SEWER
CITY STDS. 1545 & 1678
WATER
FONTANA WATER CO. ATLAS
GAS
GAS CO. ATLAS
2' ZZ -Q s�q� CIVIL �`� 18 I t APN: 0238-1 1 2- I
g oFCA��Fa� UTILITY EASEMENT
��l;�il'f0 TA131b1.b t7�s►'t% -� I
Mc !W741 exp 3.�'.°� DAHLIA STREET
SEE SHEET 3
ALL ALL CP0 �U L� OLS
_(N
CIco 4 co ° N (D 00 ° ° PAVING LEGEND
co 00 cp 00 ED
U J U J o to CV 00 +
U J � b- w �+ N + tri U J00
14 RELOCATE EXISTING SIGN. tr' °O N � N N rn rn cD ��
05 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003 tri rn a, rn a, N N N N cD tri
NN �� 0)0) NN OORO
N 15 NOT USED a' °i °' �'
5 a = 06 CONSTRUCT CONC. DRIVEWAY (WIDTH PER PLAN) PER CITY OF FONTANA STD. PLAN NO. 1005A. ETIWANDA
wa 16PROTECT IN PLACE; ITEM SPECIFIED ON PLAN. �O
07 CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN N0. 1015.
ENUE.
17 EXISTING POLE TO BE REMOVED AND LINES UNDERGROUNDED AS REQUIRED BY UTILITY. STA 58+00 TO STA 70+00 0
08 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER FONTANA STD. PLAN NO. 1006. N a a
10 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN NO. 313-2 CASE A 18 PROPOSED STREET LIGHT; SEE STREET LIGHT IMPROVEMENT PLANS FOR DETAILS rn
40 80 120 IO13
CATCH BASIN & LOCAL DEPRESSN DETAIL
SCALE: 1"=10'
SCALE: 1 INCH - 40 FEET
BENCH MARK: BASIS OF BEARINGS: Underground Service Alert CITY OF FONTANA CALIFORNIA
SHOULD CONSTRUCTION OF THE !REQUIRED QROFESS/ON KCT CONSULTANTS INC.
TOP OF 3/4" I.P. WEST 1/4 COR. SECTION 28 BASIS OF BEARING IS THE CENTERLINE OF FOR O q�
T.1S, R.6W. AT THE INTERSECTION OF DAHLIA STREET AS SHOWN BY TRACT MAP o G IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ���� F�� O Civil Engineers -Surveyors -Planners STREET IMPROVEMENT PLANS
ETIWANDA AVE. AND SANTA ANA STREET. N0. 8554, ON FILE IN BOOK 123 OF MAPS, Call: TOLL FREE - - OF THE DATE OF APPROVAL SHOWN HEREON AND y ` P.O. Box 5705 Riverside, CA 92517-5705
g - c� TERESITO N. TABIOLO r� 4344 Latham St... Suite 200, Riverside, CA 92501 DRAWN BY: SCALE:
ELEVATION 941.95 PAGES 13 THROUGH 17, THEREOF, RECORDS 1-800 CARRIEC FORTH IN A DILIGENT MANNER, THE CITY RCE No. 38826 Phone: 951-341-8940 Fax: 951-341-8945 ND ETIWANDA AVENUE
OF SAN BERNARDINO COUNTY1., CALIFORNIA, e-mail: kctinc@kctconsultants.com
® BEING N89'27'25"E. 3-31-07 DESIGNED BY: FROM ±1000' N RTH OF JURUPA DATE:
227-2600 : mcoleb f7�VAt� .?z•o f 3 3 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO s Exp. P repared rider The S, rvision of : RC E TO A STREET 04/12/06
BRING THEM INTO CONFORMANCE WITH CONDITIONS CIV1� �� �`�"
+ ° TWO WORKING DAYS BEFORE YOU DIG O REVISED SAWCUT/OVERLAY LIMITS. , TF OF C AU�F O� Date Z7•(/� CHECKED PROVED BY: d/ DWG. NO.: 2
REV. REVISION DESCRIPTION DA ENGR. C DATE AND STANDARDS IN EFFECT. !• 4066
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TERESITO N. TABIOLO R.C.E. 38826 EXP. 03-31-07 W.o.: 1335-02 GINEER R.C.E. 51152 DATE 4