HomeMy WebLinkAbout3514-710
PSG7
7
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EG
5' 6' 14' 6' 5'
CATCH I BASIN
L CAL DEPPFSS/gN DETAIL
(CASE I B,
13
3
W�
14
15Z,
16
RADIUS
17
TANGENT
C 1
212'5 1 '27"
�o
141.17
128.87
C2
8
105.50
30.25
15.23
C3
D�O�
105.50
Zlv
15.23
Q
90'00'00"
25.00
39.27
25.00
C5
90'00'00"
25.00
39.27
25.00
C6
895222 "
35.00
54.90
34.92
C7
10' 1745 "
105.50
18.96
9.50
C8
110'2752 "
60.00
115.68
86.43
C9
10'17'45"
105.50
18.96
9.50
C10
89'5222"
55.00
86.27
54.88
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3514
N 89'56'03" E I
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LITTLE SHAY DR/VE
LINE
OC\4
p R
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RADIUS
LENGTH
TANGENT
C 1
7
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CURVE TABLE
LITTLE SHAY DR/VE
LINE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C 1
212'5 1 '27"
38.00
141.17
128.87
C2
16'2544 "
105.50
30.25
15.23
C3
16'2544 "
105.50
30.25
15.23
C4
90'00'00"
25.00
39.27
25.00
C5
90'00'00"
25.00
39.27
25.00
C6
895222 "
35.00
54.90
34.92
C7
10' 1745 "
105.50
18.96
9.50
C8
110'2752 "
60.00
115.68
86.43
C9
10'17'45"
105.50
18.96
9.50
C10
89'5222"
55.00
86.27
54.88
7
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LINE TABLE
LITTLE SHAY DR/VE
LINE
BEARING
LENGTH
oW
SEE SHT. 16
50.00
Llj
N73'30' 19 "E
50.00
L3
PROP R/W
41.04
Ld
NIO'14'04 V
0
j
5'
I ---F.U.E.
& SIDEWALK
4 L6
I
5.5' S.
EASEMENT 65
1 11
-- `� PROP. WATER o
_ _
�- __ PROP. D. ------
-N
-� -
1 135 `� - �� 16 PROP. �.� 7
31.5 " o ;n G0
\-PROP. 8 SEWS 2 cV 1 �- PROP. 8" SEWER
5 1 5C7 2 9
�� L3 33,
L0
p �^ 3 �i 6
Ly m LO J x
EC
07.12TC 06.62FL
10+31
ST. LIGHT 11
C12
7
W=16' 67
1,7,4.0j 08
cl 6
OfOQ 00 r_/ i LICK P°0/NT
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co
68 0
00U:Q: I mo it 11 ^o o 7
IV
11 0 10 sol o RA C T o RECORD DRAWING
5 5 S' 16427
P.U.E. & SIDEWALK55' P.U.E. & SIDEWALK
. S. THESE RECORD DRAWINGS HAVE BEEN PREPmRED. IN
EASEMENT EASEMENT 74 73 PART ON THE BASIS OF INFORMATION COMP€L.FL^ ."',ND
5.5 2020'_5.5' 78 77 76
6 7`5 7 71 70 cx No 3769 R'ESPON ;BLE FORNY ERRORURNISH7`f..)SY OTHERS. THE S OR OMIS�xNEER I ONS WHICH I
m m C
PROP R/W HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS I
JA YME WA Y IN T I A AIF
®, A RESULT THEREOF.
SEE SH T. 13 CONS TRUC T/ON NO TES_
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). O8 -- CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 AND
DETAIL HEREON.
LINE TABLE
LITTLE SHAY DR/VE
LINE
BEARING
LENGTH
Ll
SEE SHT. 16
50.00
L2
N73'30' 19 "E
50.00
L3
PROP R/W
41.04
L4
NIO'14'04 V
5'
S1' i
5'
I ---F.U.E.
& SIDEWALK
P. U.E. & SIDEWALK
EASEMENT
I
5.5' S.
EASEMENT 65
1 11
5.5'
20' 0'
5
cl DWY 7
21 22 23
24
Pb ESN
F,L
PREPARED IN THE OFFICE OF
MADOLE AND INC.
W= 16'
PRI VA TE STREET IMPROVEMENT PLANS
ASSOCIATES,
EC
�G�
3 No, 36637 c
10601 CHURCH STREET , STE. 107
RANCHOA,
DRAWN BY:
TRA C T NO. 16427
SAS .SHOWN
ONU 909) A 3 911730
o
SII!
BC
11
DESIGNED BY:
m �
of �
08.23TC, 07.73FL
43
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66
AUGUST 2003
CHECKED
APPR
DRAWING NO.:
7
N
I
R.C.E. 36637 EXP. 06-30 04
2 l D
3514
Z
cI DWY
w=16' 7
-- `� PROP. WATER o
_ _
�- __ PROP. D. ------
-N
-� -
1 135 `� - �� 16 PROP. �.� 7
31.5 " o ;n G0
\-PROP. 8 SEWS 2 cV 1 �- PROP. 8" SEWER
5 1 5C7 2 9
�� L3 33,
L0
p �^ 3 �i 6
Ly m LO J x
EC
07.12TC 06.62FL
10+31
ST. LIGHT 11
C12
7
W=16' 67
1,7,4.0j 08
cl 6
OfOQ 00 r_/ i LICK P°0/NT
p nj - .� + J LV + -_j�
ZZ 7� I'n I.- LO o rn Douo) O N ,; p I` a° o o N
cn
co
68 0
00U:Q: I mo it 11 ^o o 7
IV
11 0 10 sol o RA C T o RECORD DRAWING
5 5 S' 16427
P.U.E. & SIDEWALK55' P.U.E. & SIDEWALK
. S. THESE RECORD DRAWINGS HAVE BEEN PREPmRED. IN
EASEMENT EASEMENT 74 73 PART ON THE BASIS OF INFORMATION COMP€L.FL^ ."',ND
5.5 2020'_5.5' 78 77 76
6 7`5 7 71 70 cx No 3769 R'ESPON ;BLE FORNY ERRORURNISH7`f..)SY OTHERS. THE S OR OMIS�xNEER I ONS WHICH I
m m C
PROP R/W HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS I
JA YME WA Y IN T I A AIF
®, A RESULT THEREOF.
SEE SH T. 13 CONS TRUC T/ON NO TES_
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). O8 -- CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 AND
DETAIL HEREON.
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. STD. NOS. 109 & 130.
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN N0. 1015.
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 11} -INSTALL STREET LIGHT, KING LUMINAIRE # K118E-EAR-11-100 (MOG)-HPS-120-
"W" PER PLAN. K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)
p REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
O 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
DIAL TWO WORKING
BEFORE DAYS BEFORE
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
���.
YOU DIG YOU DIG TO BRING THEM INTO CONFORMANCE WITH
TOLL FREE 1-800-227-2600 e F -C Rguy xLA2-7 0RL`l 04 Vlq vi If I CONDITIONS AND STANDARDS IN EFFECT.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS,
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT -REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS. AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL °.BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.,
THE ELEVATION OF POINT S SHALL BE SET H, HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO .GUTTER ADJACENT_ TO THE LOCAL DEPRESSION, THE ELEVATION OF _POYNT
E SHALL BE SET H, HIGHER THAN THE ELEVAT16N AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H = NOTED ON THE PROJECT PLANS.
H, = NOTED ON THE PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS.
H3 - NOTED ON THE PROJECT PLANS.
G - 600 mm (2 Feet)
K - 1.5 m (5 Feet)
L = 1.8 m (6' Feet)
M - 1.2 m (4 Feet)
N = 1.5 m (5 Feet)
WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES).
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH= UNITS ARE NOT EXACTLY EQUAL
VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR 'CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC WORKS= ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
LINE TABLE
LOCAL DEPRESSIONS
LINE
BEARING
LENGTH
Ll
N7338' 13 "W
50.00
L2
N73'30' 19 "E
50.00
L3
N79'46'12"W
41.04
L4
NIO'14'04 V
41.04
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. STD. NOS. 109 & 130.
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN N0. 1015.
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 11} -INSTALL STREET LIGHT, KING LUMINAIRE # K118E-EAR-11-100 (MOG)-HPS-120-
"W" PER PLAN. K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)
p REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
O 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
DIAL TWO WORKING
BEFORE DAYS BEFORE
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
���.
YOU DIG YOU DIG TO BRING THEM INTO CONFORMANCE WITH
TOLL FREE 1-800-227-2600 e F -C Rguy xLA2-7 0RL`l 04 Vlq vi If I CONDITIONS AND STANDARDS IN EFFECT.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS,
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT -REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS. AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL °.BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.,
THE ELEVATION OF POINT S SHALL BE SET H, HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO .GUTTER ADJACENT_ TO THE LOCAL DEPRESSION, THE ELEVATION OF _POYNT
E SHALL BE SET H, HIGHER THAN THE ELEVAT16N AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H = NOTED ON THE PROJECT PLANS.
H, = NOTED ON THE PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS.
H3 - NOTED ON THE PROJECT PLANS.
G - 600 mm (2 Feet)
K - 1.5 m (5 Feet)
L = 1.8 m (6' Feet)
M - 1.2 m (4 Feet)
N = 1.5 m (5 Feet)
WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES).
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH= UNITS ARE NOT EXACTLY EQUAL
VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR 'CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC WORKS= ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
LOCAL DEPRESSIONS
LOCAL DEPRESSIONS AT CI l CH BASINS
313-1
AT .CATCH BASINS
SHEET 4 OF 4
v_' N K '�`-'-W0 L N
? CURB OPENINGA-�
E=a CATCH BASIN (S) - I- I '
B
CURBS POINT A �""" S CAB I
j tL5) POINT B POINT C V C g POINT D TE
GUTRI
SrEORADE -
POINT E
W
w POINT F A PLAN B POINT G
DIRECTION OF FLOW ?.LAN 2 co
i m -DIRECTION OF FLOW
o= �-N
K--WO--- L �N� zv
CLI
POINT 8 POINT C POINT D
POINT A FLOW LIN PROFILE FLOW LINE
_L E
CASE A
L) N L --Wp L N
W f.
6'=
^ W _
mow' CURB OPENING
E ¢ a CATCH BASIN (S3 1 - r - - -
gAz0 I I I c
CURB ' POINT A a s CURB
y
POINT B POINT C 'gCyrc POINT D��J_ GUTTER
POINT E
J �
aREcrloN OF FLAW -.-POINT F �� Com_ DIRECTIONP OF FLOW ca
Z N L W0 L-_► N z v
- 1- POINT D
POINT A POINT B POINT C
FLOW LINE PROFILE FLOW LINE
EASE B
25 m (1") 150 mm (61 25 mm (1") 150 mm W) 25 mm (P)
M M M,G,OR VAR.
450 mm VAR.
(1.5') 50 mm VAR. VAR.
r - (2")
CURB
FACE + H apVALLEY RIDG YALLEY
tn�I E
.e .,• E��a a ,.D• ��`� •0•
y n ..D
It to
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
LOCAL DEPRESSIONS
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
GREENBO 984 COMMITTEE
19
1
AT .CATCH BASINS
- METRIC
313 - 1
REV' 19M
SHEET I OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
0
V3
0
j
BENCH MARK: # 8-17
BASIS OF BEARINGS:
'Vv'
CALTRANS BENCHMARK 8-17.
A THE BASIS OF BEARINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF L n4E gREEK RD.
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00'1235 E ON REG�ORD
343' NORTH OF HIGHLAND
OF SAN SEVAINE RD., 2.&�
0.2 M/ WEST OF SURVEY MAP FILED IN
M! WEST R.S.B. 111/99-103
O
OF SIERRA AVE.
ELEVATION: 1 1428.609
1 11
61V
Prepared Under The Supervision Of :
CITY OF F O N T A N A, CALIFORNIA
Pb ESN
F,L
PREPARED IN THE OFFICE OF
MADOLE AND INC.
PRI VA TE STREET IMPROVEMENT PLANS
ASSOCIATES,
0)
�G�
3 No, 36637 c
10601 CHURCH STREET , STE. 107
RANCHOA,
DRAWN BY:
TRA C T NO. 16427
SAS .SHOWN
ONU 909) A 3 911730
MA SC
DESIGNED BY:
DATE:(
* Exp: 06-30-04
O! T LANE
43
N
"I Civ1\- �rP
/ /
,1
EF
AUGUST 2003
CHECKED
APPR
DRAWING NO.:
7
F4FCALIF�4/;w ate
I
R.C.E. 36637 EXP. 06-30 04
2 l D
3514
Z
CI ENGINEER R.C.E. 51 152 DA E
GB
18
J:\126-1769\Streets\ST07.dwa. 02/18/2004 01:08:40 PM. DM