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SEE SHEET N'O3 OF SIGHT EASEMENT II I
DEDICATED TO THE
CITY OF FONTANA
BEECH AVENUE
SEE BEECH AVENUE
D T T D AI T G O WA MPV V STREET DWG. I NO. 30 3LANS
CURVE DATA
CURVE
DELTA
LENGTH
RADIUS
TANGENT
0
85'27'34"
44.75'
30.00'
27.71'
B
94-13'19"
57.56'
35.00'
37.68'
C
85'43'33"
44.89'
30.00'
27.84'
D
94'12'50"
57.55'
35.00'
37.67'
E
18'02'08"
14.16'
45.00'
7.14'
TOLL FREE -qmmmw-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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SCALE: 1 " = 8'
SEE SHEET 3
CONSTRUCTION NOTES PROFILE ABOVE
O2 CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN NO. 1003
3� CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105
MODIFIED TO W=SEE PLAN.
4a CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006
55 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
6 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD.
PLAN NO. 300-2 (W=PER PLAN) SEE DETAIL SHT. 2.
O7 ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD.109&130.
10 INSTALL STOP SIGN AND "STOP' LEGEND WITH BAR PAVEMENT
MARKER PER CITY STD. 139 AND CALTRANS STD. R1 SIGN.
11 INSTALL STREET NAME SIGN PER CITY STD.139.
12 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN NO. 313-1
CASE B AND DETAIL ON SHT. 2.
13 CONSTRUCT CF TRANSITION (8" CF TO 6" CF) CURB & GUTTER
PER CITY STD. PLAN NO. 1003.
14 CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 )
15 SAWCUT AND REMOVE AC PAVEMENT
16 REMOVE BARRICADE.
17 SAWCUT AND REMOVE AC BERM
NOTES: DWG. NO. 3035
1. 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(1') 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 = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1.35 m(4.59.
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*).
V I = 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 BE
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 mm(12') APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(5').
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. 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 EQUAL
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
STANDARD PLAN
300 - 2
SHEET 2 OF 2
CURB OPENING CATCH BASIN
NOTE:
I. 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 H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTTER 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.
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 PUBLICWORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
19 PROTECT -IN-PLACE 4" AND 6" IRRIGATION SLEEVE.
LOCAL DEPRESSIONS AT CATCH BASINS
313-1
REVISION DESCRIPTION
SHEET 4 OF 4
18 CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 )
19 PROTECT -IN-PLACE 4" AND 6" IRRIGATION SLEEVE.
20 CONSTRUCT 24" RCP "D" -LOAD PER PROFILE.
21 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-3, DETAIL ON SHT. 3.
REVISION DESCRIPTION
DATE
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CITY
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
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STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,l.'
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BENCH MARK: #8-17 CALTRANS
BASIS OF BEARINGS:
BRASS CAMP IN CONCRETE S.C.E.
THE BASIS OF BEARINGS FOR THIS MAP IS
THE SOUTH LINE OF THE NORTHEAST 1/4
TOWER LEG, 343' N/0 HIGHLAND AVE.,
0.20 MI. W/O SAN SAVAINE RD. 2.65
OF SECTION 2 1 R. 6 W. SAN
MI, W ALONG HIGHLAND AVE., FROM
BERNARDINO MERIDIAN
N8937'36W ONNAA SHOWN AS
MAP FILED IN BOOK 88
SIERRA AVE.
PAGES 36-42, INCLUSIVE, OF SURVEY,
ELEVATION: 1428.6090
RECORDS OF SAN BERNARDINO COUNTY
Prepared Under The Supervision Of :
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PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
DRAWN BY -
No. 62183N
10601 CHURCH STREET , STE. 107
SC/SSX
RANCHO CUCAMONGA, CA 91730
DESIGNED BY:
* Exp: 9-30-05
PHONE (909) 948-1311
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CITY OF FONTANA, CALIFORNIA
STREET PLANS
TRACT NO. 15842 SCALE:
AS SHOWN
DURANGO WAY DATE:
(FROM STA• 10+00.00 TO STA. 11+94.44) 03/11/02
APPROVED BY:/ % / DRAWING NO.: 2
DATE 3139 7
1� CITY ENGINEER R.C.E. 51152
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