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IFACE
I PLATE
SCORING
LINE
I 2 EXTRA 15M(o-4)
ON 2 SIDES OF
MANHOLE FitA1ME
IAND COVER
ICATCH BASIN
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It
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CONNECTOR PIPE
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200 nwA81
IOM(04)
90•
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
C1N
100 MM
STANDARD PLAN
FROMILGATED B" RD
PVBUC WOR KS STANDARDS INC.
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0.50%
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100 IIMII
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SECTION A -A
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ASSEMBLY
STREET. GUTTER.
OR LOCAL DEPRES-
SION SURFACE -7
r.
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IF a
U.
0
It
V
CONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
CONNECTION
200 nwA81
IOM(04)
90•
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
C1N
I
11
STANDARD PLAN
FROMILGATED B" RD
PVBUC WOR KS STANDARDS INC.
CURB OPENING CATCH BASIN
METRIC
GREENBOOK COMMITTEE
GO 00 O lei
C un
300-21904
LL== ==J�
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REV. 19M
SHEET 1 OF 2
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coo too Lo m O r,- 1
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2.5' 6.0' 3 10.0'
� r\
4
6.0' 2.5'
1 CATCH BASIN NO.1 DETAIL
SCALE 1"=10'
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1 CATCH BASIN NO.1 DETAIL
SCALE 1"=10'
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CONSTRUCT DEBRIS RACK CAGE
C1
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PER CALTRANS STD. D93C,
II 11
"0 �I
AS SHOWN ON THIS SHEET
0.5' n
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4.0'
0.5'
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r1 1�C
o�
3
Z CATCH BASIN N0.2 DETAIL
SCALE 1 "=10'
PROPOSED
BARRICADE
NOTES:
I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm(18) DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE.
COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN,
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1=12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS:
B = 970 mm(3'-2")
V z THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET it 1.35 m(4.5' ).
VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(12').
VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
W = NOTED ON THE PROJECT PLANS.
A = THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT. ALL AROUND, WITHIN
THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE.
ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL 8E
USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE -A- IS LESS THAN
70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mrn(121 APART. THE TOP STEP SHALL BE 175 mm(71 BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 134 mm(51.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL
VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
CURB OPENING CATCH BASIN
CMP RISER DETAIL
PLAN VIEW
SCALE 1 "=4'
I:ll;(:i(sL11�
STANDARD PLAN
300-2
SHEET 2 OF 2
h N �! . K W D ►-I L
WF A _
E _
CN
_ CURB OPENING FJ7
E o W
CATCH BASIN (SS) , r
c r i)
�3za I I 1 1 e
- - - - -
450 rtlm sT
CURB POINT A tl 5.) V� DINT B POINT CGyT G
STRAIGHT GRADE
POINT E
W POINT F A
Cj
PLAN
� -DIRECTION OF FLOW
CC
U N K WD
�- -- - - - -
1 POINT POINT B POINT C
A FLOW LINE PROFILE
CASE A
LAN L WD L
W �
�z:::1
N i _ _ _ _ CURB OPENING _ _ _
E o W CATCH BASIN (S) r 1 I
W 6
g3z0 I I I I
CURB POINT A P�k-POINT B POINT C sT�q�Gh'
5�
POINT E
POI NT F
-N
CURB
NT D a` '
GUTTER)
W
V
-B �-POINT G _
Cn
-► DIRECTION OF FLOW cr occ
O =)
LN � zlv
L�
POINT D
FLOW LINE
EtO
PROMULGATED BY THE
LOCAL DEPRESSIONS
�l f2
[J��POINTD
3
METRIC
313 -1
•j�
t;
l n
n
REV_ 19M
W
M
I t
C1
a
+
o^
o-
o�
3
Z CATCH BASIN N0.2 DETAIL
SCALE 1 "=10'
PROPOSED
BARRICADE
NOTES:
I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm(18) DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE.
COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN,
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1=12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS:
B = 970 mm(3'-2")
V z THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET it 1.35 m(4.5' ).
VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(12').
VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
W = NOTED ON THE PROJECT PLANS.
A = THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT. ALL AROUND, WITHIN
THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE.
ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL 8E
USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE -A- IS LESS THAN
70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mrn(121 APART. THE TOP STEP SHALL BE 175 mm(71 BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 134 mm(51.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL
VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
CURB OPENING CATCH BASIN
CMP RISER DETAIL
PLAN VIEW
SCALE 1 "=4'
I:ll;(:i(sL11�
STANDARD PLAN
300-2
SHEET 2 OF 2
h N �! . K W D ►-I L
WF A _
E _
CN
_ CURB OPENING FJ7
E o W
CATCH BASIN (SS) , r
c r i)
�3za I I 1 1 e
- - - - -
450 rtlm sT
CURB POINT A tl 5.) V� DINT B POINT CGyT G
STRAIGHT GRADE
POINT E
W POINT F A
Cj
PLAN
� -DIRECTION OF FLOW
CC
U N K WD
�- -- - - - -
1 POINT POINT B POINT C
A FLOW LINE PROFILE
CASE A
LAN L WD L
W �
�z:::1
N i _ _ _ _ CURB OPENING _ _ _
E o W CATCH BASIN (S) r 1 I
W 6
g3z0 I I I I
CURB POINT A P�k-POINT B POINT C sT�q�Gh'
5�
POINT E
POI NT F
-N
CURB
NT D a` '
GUTTER)
W
V
-B �-POINT G _
Cn
-► DIRECTION OF FLOW cr occ
O =)
LN � zlv
L�
POINT D
FLOW LINE
EtO
PLAN
a DIRECTION OF FLOW -✓-DIRECTION OF FLOW
ZU N L WD- L N� CD
- - F
POINT D
POINT A POINT 8 POINT C
FLOW LINE PROFILE fLOW LINE
CASE B
25 mm 0") 150 mm (6") 25 mm (i') 150 mm (61 25 mm 41•)
M M M,G.OR VAR.
450 mm VAR. 11 VAR.
50 mm �- VAR. _ L -
- -' (2')
' o : RIDGE ' a
I ( FACE + H `~ D E r, VALLEY 16 E 17
VALLEY
L- I -J o p a• p
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
LOCAL DEPRESSIONS
CURB
[J��POINTD
3
METRIC
313 -1
GUTTER]
qdF
REV_ 19M
W
.0 POINT G
t
J'L
PLAN
a DIRECTION OF FLOW -✓-DIRECTION OF FLOW
ZU N L WD- L N� CD
- - F
POINT D
POINT A POINT 8 POINT C
FLOW LINE PROFILE fLOW LINE
CASE B
25 mm 0") 150 mm (6") 25 mm (i') 150 mm (61 25 mm 41•)
M M M,G.OR VAR.
450 mm VAR. 11 VAR.
50 mm �- VAR. _ L -
- -' (2')
' o : RIDGE ' a
I ( FACE + H `~ D E r, VALLEY 16 E 17
VALLEY
L- I -J o p a• p
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 NC.,
GRI EN880K C011M(ITTEE
AT CATCH BASINS
METRIC
313 -1
C)
REV_ 19M
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The �Q fQFESSIOn,��
Design Professional has not verified the accuracy /moo/"0 r+aA, yc�
and/or completeness of this information and shall co /Joy 9 ��
m
not be responsible for any errors or omissions 5 140.
O 630107
hi h y be incorporated herein as a result cc
Clue.
OFC
DATE DATE
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE NORTH UNE OF THE SOUTHWEST QUARTER
OF SECTION 36 BEING N89'59'38"E AS SHOWN ON TRACT MAP 16158-2,
MB. 286/1-4.
C14
FRONT VIEW
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 Hl 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 H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTZER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H - NOTED ON THE PROJECT PLANS.
H1 = 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
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
o: �
0
SHEET 4 OF 4
PROPOSED
BARRICADE
PROPOSED AC
TOP EARS SAME AS POSTS, PAVEMENT
SPOTWELD TO END POSTS
SPOTWELD EACH POST 4 PLACES
4" BAND COUPLER
SPOTWELD EACH POST 4 PLACES
4" BAND COUPLER
H=18 POSTS- 24" LENGTH
USE 2" PIPE OR
2 z2 A14" ANGLE (GALVANIZED STEEL)
DEBRIS RACK CAGE
PIPE RISER WITH
DEBRIS RACK CAGE
CALTRANS STD PLAN D93C
N.T.S.
fol
6"x6" -W1.411.4 WWM j �^
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CMP RISER DETAIL
ELEVATION VIEW
SCALE 1"=4'
6 W -W1.4/1.4 WWM
m...._n_ ._ m....._.._v. Prepared By: CITY OF FONTAN� CALIFORNIA
Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SFIOI�.D CONSTRtlCT10N REQUIR® BENCHMARK Quo ' ESS /oN
PREPARED FOR: ALLARD ENGINEERING o H
moVEMENT3 Nor ca�NCE WITHIN� AMS F RANCHO FONTANA SPECIFIC PLAN
TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES B.M. 1361, SPIKE IN NORTH FACE OF P.P. O Civil Engineering - Land Surveying - Land Planning
dm SHOWN HEREON AND CARRIED FORTH INA 10370 TRADEMARK STREET 11536697E AT SOUTHWEST CORNER OF 8253 Sierra Avenue a DRAWN BY. SCALE. NO 16478 S��'
DR)G94T MANNER, THE MY ENGINEER MAY RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE. Fontana Califmmia 92335 w No. 43976 m AE AS NOTED
DIAL Two WORKING CALIFORNIA, 91730 * Exp. s/3o/o5 * DESIGNED BY: D DATE:
BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO 09) 356-1815 Fax (90) 35 -1795 EW
STREET IM N APRIL, 2004
Y ❑ U DIG YOU DIG BRING THEM INTO C WITH (909) 291-7600 �Y
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TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT FAX (909) 291-7630 David S. Hammer, A.C.E. 43976 Da F0 CALL FO DSH �I� '
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I �Zq.� '.IQa ELEVATION: 1 01 (expires 6/30/2005) �"� CITY ENG R .E. 51152 8
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CONSTRUCT DEBRIS RACK CAGE
C1
Nqj
z �
PER CALTRANS STD. D93C,
"0 �I
AS SHOWN ON THIS SHEET
0.5' n
:t
4.0'
0.5'
�W 0.
r1 1�C
'
12.0' 0.5' GRADED SWALE
2% MIN.
0.50%
2 .
6" RISER
-2
WS ELEV=
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s'1
3' S - .� , �a 1.0'
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6"x6" -W1.411.4 WWM j �^
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CMP RISER DETAIL
ELEVATION VIEW
SCALE 1"=4'
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Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SFIOI�.D CONSTRtlCT10N REQUIR® BENCHMARK Quo ' ESS /oN
PREPARED FOR: ALLARD ENGINEERING o H
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TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES B.M. 1361, SPIKE IN NORTH FACE OF P.P. O Civil Engineering - Land Surveying - Land Planning
dm SHOWN HEREON AND CARRIED FORTH INA 10370 TRADEMARK STREET 11536697E AT SOUTHWEST CORNER OF 8253 Sierra Avenue a DRAWN BY. SCALE. NO 16478 S��'
DR)G94T MANNER, THE MY ENGINEER MAY RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE. Fontana Califmmia 92335 w No. 43976 m AE AS NOTED
DIAL Two WORKING CALIFORNIA, 91730 * Exp. s/3o/o5 * DESIGNED BY: D DATE:
BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO 09) 356-1815 Fax (90) 35 -1795 EW
STREET IM N APRIL, 2004
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TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT FAX (909) 291-7630 David S. Hammer, A.C.E. 43976 Da F0 CALL FO DSH �I� '
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I �Zq.� '.IQa ELEVATION: 1 01 (expires 6/30/2005) �"� CITY ENG R .E. 51152 8
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