HomeMy WebLinkAbout4041-3Hr
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' + BOUNDARY i 50.00' f I TAN TAN
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I I 1 PVI -15+25.00
{ , U PVI=1352.04 --- - "• > I! I EX. GROUND
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PROP. CENTERLINE W I
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1-}-- a 00 m m - f ! - --- l PVI =1348 73
f
o OO N CD Oo cn v j
m O O t.n Cn O� COO N M w
o c0 0 N Un o 'r? �`! o� o r") C m o 29.25' 50.00' 16.99' 25.00' 27.63'
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1 350 RT _ - - I I _ -0.50% cnl0gm �M�
5
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1 ;
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I i
r
BOUNDARY
i
f �I
t f I F
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• 5 I ' ' I
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14+00 15+00 16+00 17+00 18+00 19+00 20+00
„ TR 16482
C 10 350.86 - - 1350.27TC N - 9 TC
13�1'1'� 1350.75T 6 C::,
TC � 1349.08 I
TC 1349.77FL �+
STREET IMPS. PER (1351.07TC) 4 o „ TC 17 1350.25FL ; 18 N89°46'38"E - 19 2 20 TC-MOC " "
-- -DWG. NO. 3781 I 1352.93FS 1�5 `" TC 16 9 WATER �7 - LOT A
T -
I - Com- 1351.19 4 1350.86 11 PROP. 8" SEWER N o 4 11 1349.86 1349.57 11
TC PER DWG. NO. 4042 M TC 1349.00 14
(1351.07) 0 1351.52 9 TC CS C2 TC �
TC 11 `� TC C9 1 9 TC
N
17 I I
I PROP. R/W I `q TYP 10 �0 N
/ cv v 1 �, o Ooo -+ 0 y PROP. SEWER LINE
n +�' o'c+n nNo
PER I
SEPARATE PLANS
{�m MLOT f
r_j+ 99 9 4 _V.- oa O n
20+08.69
17 Q� J -
14 DETENTI01 N P
I SIGHT LINE PER CITY STD. 140, BASIN ��
CASE II (TYP) L=200', V=30 MPH LA G U N A PLACE 17+94.84 LACUNA PLACE. -
PER RG
_ ..
10+00.00 DUMOND AVE. PLAN 5
CL. INT. n
160
SCALE IN FEET
0 40 80 120
LINE TABLE
LINE BEARING LENGTH
L1 S75.15'25"E 50.00
L2 S74'48'41 "W 50.00
CURVE TABLE
D U M O N D AVENUE
DELTA
RADIUS
LENGTH
TANGENT
Cl
209'55'53"
38.00
SIGHT LINE PER
CITY
STD. 140,
14'57'57"
112.00
29.25
14.71
C3
SEE SHEET 5
CASE it (TYP)
L=200',
V=30 MPH
C4
90'00'00"
25.00
39.27
25.00
C5
90'00'00"
25.00
LANDSCAPE
ESMT.j
31
14
400.00
58.37
#ri co
28 +� �� 9
8
7
400.00
6
32 30
C8
,
29 0
55.45
1
C9
8.21'38"
11o'I�
P. BNDRYco
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-
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PROP.
R/W
17 y1 I PROP. R/W
°O
c0
_;0N
10+45.00 10+45.00
+
PROP. R/W �
o w
17
BCR ECR
°'
TYP I
TYP
1��
-
LZ
1349.43
PROP. 30" S.D.
sr
C3
4 TC
PER DWG. NO. 4043
-
C 11
6
1
1349.71
9 1
C 10 350.86 - - 1350.27TC N - 9 TC
13�1'1'� 1350.75T 6 C::,
TC � 1349.08 I
TC 1349.77FL �+
STREET IMPS. PER (1351.07TC) 4 o „ TC 17 1350.25FL ; 18 N89°46'38"E - 19 2 20 TC-MOC " "
-- -DWG. NO. 3781 I 1352.93FS 1�5 `" TC 16 9 WATER �7 - LOT A
T -
I - Com- 1351.19 4 1350.86 11 PROP. 8" SEWER N o 4 11 1349.86 1349.57 11
TC PER DWG. NO. 4042 M TC 1349.00 14
(1351.07) 0 1351.52 9 TC CS C2 TC �
TC 11 `� TC C9 1 9 TC
N
17 I I
I PROP. R/W I `q TYP 10 �0 N
/ cv v 1 �, o Ooo -+ 0 y PROP. SEWER LINE
n +�' o'c+n nNo
PER I
SEPARATE PLANS
{�m MLOT f
r_j+ 99 9 4 _V.- oa O n
20+08.69
17 Q� J -
14 DETENTI01 N P
I SIGHT LINE PER CITY STD. 140, BASIN ��
CASE II (TYP) L=200', V=30 MPH LA G U N A PLACE 17+94.84 LACUNA PLACE. -
PER RG
_ ..
10+00.00 DUMOND AVE. PLAN 5
CL. INT. n
160
SCALE IN FEET
0 40 80 120
LINE TABLE
LINE BEARING LENGTH
L1 S75.15'25"E 50.00
L2 S74'48'41 "W 50.00
CONSTRUCTION NOTES
O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32)
O4 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
OCONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN
300-2, ("W" PER PLAN), PER DETAIL ON SHEET 6
O6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
9O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
10 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1,
PER DETAIL ON SHEET 6
11 ADJUST MANHOLE TO GRADE PER CITY STD. 109
13 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
14 INSTALL STREET LIGHT 5,800 LUMEN PER STREET LIGHT PLAN
17 CONST. DRIVEWAY PER CITY STD. PLAN NO. 1005, W=16'
(Qui \oe Jesus
w m No. 65195 �y m
cc -
* Exp: 9-30-A
ClV1\-
OF CPL�FO
PROFILE
HORIZ 1 "= 40'
VERT 1"= 4'
PLAN 1 40'
®v% RF cote DPAW41(211
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BASIS OF BEARINGS: sK
Q THE CENTERLINE OF MILLER AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT DEVELOPMENT & ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA
BEING N89'46'38"E PER M.B. 193/1-2 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CCCNo,
' TG
PLANNING AND CIVIL ENGINEERING STREET IMPROVEMENT PLANT
sSHOWN HEREONAND CARRIED FORTH IN A DILIGENT MANNER, 50�� 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764DRAWN BY: JAJ PLAN AND PROFILE �"`EaS SHOWN
DIAL BENCH MARK: # 255(909) 581-7212 PHONE (909) 581-7217 FAX
Tw❑ w❑RKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO '� DESIGNED BY: DATE:
BEF❑RE DAYS BEF❑RE LOCATED AT THE INTERSECTION OF *Expf 9-30-07� JAJ LA UNA PLACE APR 2006
YOU DIG YOU DIG ALDER AVENUE AND MILLER AVENUE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `p'q CIT �~P
TOLL FREE 1-800-227-2600 `_;_sY �(��/ DATE 9/67 ELEV 1358.51 PK NAIL TFOFCgL1F�� y _d CHECKED BY: APPROVED BY: DRAWING NO.: 3
I WEST END SW CURB RETURN jfmlo r
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Z ADDED DRIVEWAY APPROACH 07-1:•0•Zg. ATION: 1358.51 STANDARDS IN EFFECT. MANUEL DE JESUS GO LES, RCE 65195 (EXP. 9-30-07) DATE MJG 4041 6
CIAENGIN ER R.C.E. 51152 DATE
V)
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CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
209'55'53"
38.00
139.23
142.16
C2
14'57'57"
112.00
29.25
14.71
C3
14'57'57"
112.00
29.25
14.71
C4
90'00'00"
25.00
39.27
25.00
C5
90'00'00"
25.00
39.27
25.00
C6
8.21'38"
400.00
58.37
29.24
C7
8.21'38"
400.00
58.37
29.24
C8
8'21'38"
380.00
55.45
27.77
C9
8.21'38"
420.00
61.29
30.70
C10
8'21'38"
380.00
55.45
27.77
C11
8'21'38"
1 420.00
1 61.29
30.70
CONSTRUCTION NOTES
O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32)
O4 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
OCONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN
300-2, ("W" PER PLAN), PER DETAIL ON SHEET 6
O6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
9O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
10 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1,
PER DETAIL ON SHEET 6
11 ADJUST MANHOLE TO GRADE PER CITY STD. 109
13 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
14 INSTALL STREET LIGHT 5,800 LUMEN PER STREET LIGHT PLAN
17 CONST. DRIVEWAY PER CITY STD. PLAN NO. 1005, W=16'
(Qui \oe Jesus
w m No. 65195 �y m
cc -
* Exp: 9-30-A
ClV1\-
OF CPL�FO
PROFILE
HORIZ 1 "= 40'
VERT 1"= 4'
PLAN 1 40'
®v% RF cote DPAW41(211
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BASIS OF BEARINGS: sK
Q THE CENTERLINE OF MILLER AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT DEVELOPMENT & ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA
BEING N89'46'38"E PER M.B. 193/1-2 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CCCNo,
' TG
PLANNING AND CIVIL ENGINEERING STREET IMPROVEMENT PLANT
sSHOWN HEREONAND CARRIED FORTH IN A DILIGENT MANNER, 50�� 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764DRAWN BY: JAJ PLAN AND PROFILE �"`EaS SHOWN
DIAL BENCH MARK: # 255(909) 581-7212 PHONE (909) 581-7217 FAX
Tw❑ w❑RKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO '� DESIGNED BY: DATE:
BEF❑RE DAYS BEF❑RE LOCATED AT THE INTERSECTION OF *Expf 9-30-07� JAJ LA UNA PLACE APR 2006
YOU DIG YOU DIG ALDER AVENUE AND MILLER AVENUE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `p'q CIT �~P
TOLL FREE 1-800-227-2600 `_;_sY �(��/ DATE 9/67 ELEV 1358.51 PK NAIL TFOFCgL1F�� y _d CHECKED BY: APPROVED BY: DRAWING NO.: 3
I WEST END SW CURB RETURN jfmlo r
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Z ADDED DRIVEWAY APPROACH 07-1:•0•Zg. ATION: 1358.51 STANDARDS IN EFFECT. MANUEL DE JESUS GO LES, RCE 65195 (EXP. 9-30-07) DATE MJG 4041 6
CIAENGIN ER R.C.E. 51152 DATE
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