HomeMy WebLinkAbout4093-7PLAN
13M 0 300 mm U4 O 120)
ACH WAY
5 mm (1/4") R -----I
FACE PLATE
ASSEMBLY
STREET, GUTTER,
OR LOCAL OEPRESSiON
URFACE
3: 2
L= , SLOPE
C I El
in
N Ln
100 mm
� MIN
m (3 )
(0 R
12")mMAX "
ter. - --I - - _
- OPTIONAL SUBGRADE
B
SECTION A -^A
CONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
CONNECTION
200 m8"
013M #4
so•
E�
DOWEL DETAIL
STRUCTURAL DATA
WALL
AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
REINFORCEMENT
MAX MAX
t tF
REQUIRED IN
W V
FRONT
REAR BOTTOM
END
WALL
WALL SLAB
I
I WALL
1.0 m (3.5') 2.4 m (8)
150 mm (6") 150 mm (6")
J¢ ® 12" O G.
1.0 m (3.5') 3.5 m (12')
200 mm(8") 200 mm (8") N
R
R
2.0 m (7') 1.8 m (8')
150 mm (B") 150 mm (6") O
E
Q
2.0 IT; (7')... Z.5 M.(12')
200 mm (8") 200 mm (8")
N
U
4.0 m (14') 1.2 m (4')
150 mm (6") 150 mm (6") R
F
0
I
R
2.4 m (8')
150 mm (81) 200 mm (8") I
C
E
D
4.0 m (14') 3.5 m (IV)
200 mm (8") 260 mm (10") N
F
E
1.2 m (4')
150 mm (6") 150 mm (61) 0
M
E R
1.8 m (6')
150 mm (6') 200 mm (8" C
T
N 2.4 m (8')
200 mm (8") 200 mm (8") M
C)
I
0) 3.0 m (10')
200 mm (8") 250 mm (10') E
R
E
75
3.5 m (12'}
200 mm (8" 250 mm (10" T
D
FOR W > 9 m (28'), V > 3.5 m (12') OR 6 > 1.2 m (4') SEE PLANS
STANDARD PLANS
FOR PUBLIC WORKS CONSTRUCTION
---PAOiAt7CCl1TF� BY 7?4E--
PueucwN00 (COA4MIrSTANDARINC, CURB OPENING CATCH
oREETi9008"0�1►11T7EE
BASIN
_..S3'ANDARD..PLAN
METRIC
��o- 2
REV. tgg2, loge
- --- - --
NOTES:
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 SAWOUT CONTINUOUSLY AROUND
THE'' -EXTERNAL- PERIME7ER••OF -THE' CATCH'--BASiN'-WAU,S;-INC L-UDINC>,'-ACROSS -TME •FUL-L•--W1QTH
CCOLOR, SIDEWALK.
NiSH,�AND SCORING GOTO ALL
NG OR PRSED OPOSED CURB AND WALK 1ADJACENT TO GRADE,
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%, 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:
8 = 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 (4.51).
VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN, AND SHALL eE 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 PLANS.
H = NOTED ON THE PLANS.
W = NOTED ON THE 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 PLANS. UNLESS OTHERWISE SPECIFIED,
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' OR GREATER THAN 110', 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
CUTTING 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
eE SPACED 300 mm (12") APART. TH TOP STEP SHALL BE 175 mm (7" BELOW THE TOP OF 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 (7) ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. THE FOLLOWING SPPWC 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
W rR
'-- -STAN-DARt3-PLANS-FOR-FUSLie--WORk`-S-CON'SrTRUC-TfON-- --- S ANDMETI�h��AR PLAN
CURB OPENING CATCH BASIN 300--2
_DIG SLE ► T
TOLL FREE -qqmmpw'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF
1613
. V r' _ -
:�,=
CAD 4
Blup Material Open areas to
allow concrete
to show through
PLACEMENT Thermoplastic' ignage is to be installed on the top of the curb approximately
%Z inch. behind the curb face. It should be placed laterally centered over the
inlet structure.
NOTE: See page 2 of 2 for material specifications.
Standard pecificatio
City ofFontana
Storm Drain inlet Signage
Standard Specification
Storm Drain Inlet Education Signage
SE A dumb, high skid resistant, reflective ent signage material to be used on Storm Drain inlets.
i
.EQUIREMENTS:
The maddngs must be a resilient blue therm astir product, wherein every other shaped pofion contains glass beads, or abrasives with a minimum hardness of 7 (Mobs scale). -The markings must
be resistant to the detrimental effeds of motor Is: Lubricants, hydraulic flulds ere. Skgnmge must be capable of beim affixed to biilummois and/or Portland cement concrete pavements by the use
of the normal Meat of a propane torch. '
?. The markings must be capable of conforming t� pavement; contours, breaks and faults through the action of traffic at normal pavement temperatures. The signage shall have resealing dharacte&9cs
such that if is capable of Rising with itself and �rehnously applied thermoplastic when heated with a torch.
i. The mmkhgs must be able to be applied in terpperatures down to 37F without any special storage, preheating ortreatment of the material before applicatton.
MATERIAL:
1. Must be composed Df an ester modffiecl rosin resistant to degradation by motor fuels, krbricants etc. In con4uhdion with aggregates. pigments, binders, abrasives, and glass beads which have been
factory produced as a finished product, and me is the regAements Of the current edition of the Manual on Uniform Traffic Cartrol Devices for Streets and Highways.
2 Graded Glass Beads: t
Thai material must contain a minimum of thirty i rant (30%) intermixed graded glass beads by welght. The httermded treads shall be dear and transparent. Nat more than twenty percent (20°%)
cbnsfsts of kregularfused spheroids, or silica. TI he irmdex of refraction shaft not be less than 1.50.
The rr>iiiteU must have factory applied rated m�ace beads and abrasives in addition to the inteanixect bei at a rate of Ift, (t 20%) per 11 sq. ft Thd surface beads and abrasives must be
applied se thatevery other stout portion can tat is glass treads, or abrasives with a mWmum hardness of 7 (Mohs scale).
3. Pigrr"W. i
Blue:- Sufficient pigment Is to be used to ensure a color s'umilar to Federal Highway Blue, as per federal standard.
4. Heating hdicators _The fop surface of the mateslt Tal (same side as the factory applied surfaoe beads) shall have regularly spaced indents. These Mats shall act as a vfsuat cue during application that
the material has reached a moften state so satractory adt6sion and pumper ted embedment has been adhieved and a post-sppkation visual cue that the installation pros edum: have been followed.
5. Skid resistance _The surface of the preformed maddng matedal% wherein every other shaped portion contains glass beads, or abrasives with a minimum hardness of 1(Mobs scale), shall
upon appficatfon provide a mink" skid msis nce value of 60 8PN when tested as omit to ASTM: E 303.
6. ThIrdmess _The material must be supplied at a minimum, tfndmess of 90 mils (2.29 mm) or 125 mils (3.15 mm).
7. Retfei;W. lime preformed refieme marking materials upon application shall exhibit adequala and unifonn night me reflectivity.
8. Environmental resistance _The material must b resistant 6 deterioration due to exposure to sunlight; water, salt or adverse weather condfts and impervious to ail and gasoline.
9. Abrdsives _The material must have fadary applied surface abrasives, wherein every other shaped por5on contains &w beads, or abrasives with a minimum !hardness 7 (Mobs snots).
10.TIhe preformed signage shag meet,state spel icalions arhdlbe approved for use by Bine City of Fontana.
i
TECHNICAL SERVICES: The successful bidders iall provide technical services as requked '
PACKAGING: The preformed signage shall be placed in prok.Kgve plastic flim with cardboard stiffeners where necessary to prevent damage in transit The cartons in which paled shat be non4eWmable
and shall not exceed 40" in length and 25" in I ih, and XlAeled for ease of iderhti . The weight of the inthvidival carton must not exceed seventy (TO) pounds. A protective firm must be apptiW
atound the box in order to protect the material from rain or mature aging. i
APPLICAON:The materials shag be applied us' I the propane torch method recommended by the marftluw. The makWal must be able to the applied at am 4v mt arcl road tem*akm down to VIF
without. any preheating of the pavement to asp 3dfic temperature. The materlal must be able to be appr'ied rl bout the use of a thermometer. The pave shall be de of
Supplier must endow application bshdkm with each ti Wpack.V. 2 of 2
i •
r
a FESS/ONq
-C �O �� y
C 36637 o
r
&P, CIVIV
q�0FCPXILW �
i
NOTE: WATER QUALITY INSERT
INSERT SHALL BE INSTALLED IN EACH CATCH BASIN INLET
INSTALL KATCHALL 'X-TEX AM" FABRIC OR EQUAL PER
MANUFACTURER'S RECOMMENDATION.
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 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
BENCH MARK: BASIS OF BEARINGS.
THE BENCHMARK IS AT SOUTHWEST CORNER THE BEARING OF N 89'5648 W ALONG
OF WALNUT & SIERRA AVENUES, 32 FEET THE CENTERLINE OF BASELINE AVENUE
SOUTH OF WALNUT AVENUE, 42 FEET WEST
OF SIERRA AVENUE, DRIVE PIN IN AS SHOWN ON PM NO. 1588, ' P.M.B. 17/95,
PpII44113E 70-63 FACES INTERSECTION. WAS USED AS THE BASIS OF BEARINGS
ELEVA 770N: # 1470.7550 1 FOR THIS MAP.
Prepared Under The Supervision Of : CITY OF FON TA NA, CA L IFO RN/A
- ",1 " STORM DRAIN IMPROVEMENT PLANS
MADOLE DRAWN BY
_Am 760-A 5. ROCHESTER AVE. SCALE.'
Uj _zg: No. 36637 c ; ONTARIO, CA 91761 AA/CC TRACT NO. 6383 AND 17460 AS SHOWN
909.937.9151
Exp: 06-30-08 Engineering Communities for Life www.madoleinc.com DESIGNED BY TA/LS DA TF•
CC FEB. 2006
C 1 V 1 �- ��
F0 CALIF O ate CHECKED B Y PPRO Y DRA WING N0. '
RCE 6637 EXP. 6:00 8 L P v� 4093
WENDELL L. I WA TSURU �� '�` CITY ENGINEER R. C. E. 51152 DA 7E
JA652-1942\storm\sd07.dwa. 8/18/2006 8:54:37 AM. Comelia
A�
N�
Lw�l
1613
. V r' _ -
:�,=
CAD 4
Blup Material Open areas to
allow concrete
to show through
PLACEMENT Thermoplastic' ignage is to be installed on the top of the curb approximately
%Z inch. behind the curb face. It should be placed laterally centered over the
inlet structure.
NOTE: See page 2 of 2 for material specifications.
Standard pecificatio
City ofFontana
Storm Drain inlet Signage
Standard Specification
Storm Drain Inlet Education Signage
SE A dumb, high skid resistant, reflective ent signage material to be used on Storm Drain inlets.
i
.EQUIREMENTS:
The maddngs must be a resilient blue therm astir product, wherein every other shaped pofion contains glass beads, or abrasives with a minimum hardness of 7 (Mobs scale). -The markings must
be resistant to the detrimental effeds of motor Is: Lubricants, hydraulic flulds ere. Skgnmge must be capable of beim affixed to biilummois and/or Portland cement concrete pavements by the use
of the normal Meat of a propane torch. '
?. The markings must be capable of conforming t� pavement; contours, breaks and faults through the action of traffic at normal pavement temperatures. The signage shall have resealing dharacte&9cs
such that if is capable of Rising with itself and �rehnously applied thermoplastic when heated with a torch.
i. The mmkhgs must be able to be applied in terpperatures down to 37F without any special storage, preheating ortreatment of the material before applicatton.
MATERIAL:
1. Must be composed Df an ester modffiecl rosin resistant to degradation by motor fuels, krbricants etc. In con4uhdion with aggregates. pigments, binders, abrasives, and glass beads which have been
factory produced as a finished product, and me is the regAements Of the current edition of the Manual on Uniform Traffic Cartrol Devices for Streets and Highways.
2 Graded Glass Beads: t
Thai material must contain a minimum of thirty i rant (30%) intermixed graded glass beads by welght. The httermded treads shall be dear and transparent. Nat more than twenty percent (20°%)
cbnsfsts of kregularfused spheroids, or silica. TI he irmdex of refraction shaft not be less than 1.50.
The rr>iiiteU must have factory applied rated m�ace beads and abrasives in addition to the inteanixect bei at a rate of Ift, (t 20%) per 11 sq. ft Thd surface beads and abrasives must be
applied se thatevery other stout portion can tat is glass treads, or abrasives with a mWmum hardness of 7 (Mohs scale).
3. Pigrr"W. i
Blue:- Sufficient pigment Is to be used to ensure a color s'umilar to Federal Highway Blue, as per federal standard.
4. Heating hdicators _The fop surface of the mateslt Tal (same side as the factory applied surfaoe beads) shall have regularly spaced indents. These Mats shall act as a vfsuat cue during application that
the material has reached a moften state so satractory adt6sion and pumper ted embedment has been adhieved and a post-sppkation visual cue that the installation pros edum: have been followed.
5. Skid resistance _The surface of the preformed maddng matedal% wherein every other shaped portion contains glass beads, or abrasives with a minimum hardness of 1(Mobs scale), shall
upon appficatfon provide a mink" skid msis nce value of 60 8PN when tested as omit to ASTM: E 303.
6. ThIrdmess _The material must be supplied at a minimum, tfndmess of 90 mils (2.29 mm) or 125 mils (3.15 mm).
7. Retfei;W. lime preformed refieme marking materials upon application shall exhibit adequala and unifonn night me reflectivity.
8. Environmental resistance _The material must b resistant 6 deterioration due to exposure to sunlight; water, salt or adverse weather condfts and impervious to ail and gasoline.
9. Abrdsives _The material must have fadary applied surface abrasives, wherein every other shaped por5on contains &w beads, or abrasives with a minimum !hardness 7 (Mobs snots).
10.TIhe preformed signage shag meet,state spel icalions arhdlbe approved for use by Bine City of Fontana.
i
TECHNICAL SERVICES: The successful bidders iall provide technical services as requked '
PACKAGING: The preformed signage shall be placed in prok.Kgve plastic flim with cardboard stiffeners where necessary to prevent damage in transit The cartons in which paled shat be non4eWmable
and shall not exceed 40" in length and 25" in I ih, and XlAeled for ease of iderhti . The weight of the inthvidival carton must not exceed seventy (TO) pounds. A protective firm must be apptiW
atound the box in order to protect the material from rain or mature aging. i
APPLICAON:The materials shag be applied us' I the propane torch method recommended by the marftluw. The makWal must be able to the applied at am 4v mt arcl road tem*akm down to VIF
without. any preheating of the pavement to asp 3dfic temperature. The materlal must be able to be appr'ied rl bout the use of a thermometer. The pave shall be de of
Supplier must endow application bshdkm with each ti Wpack.V. 2 of 2
i •
r
a FESS/ONq
-C �O �� y
C 36637 o
r
&P, CIVIV
q�0FCPXILW �
i
NOTE: WATER QUALITY INSERT
INSERT SHALL BE INSTALLED IN EACH CATCH BASIN INLET
INSTALL KATCHALL 'X-TEX AM" FABRIC OR EQUAL PER
MANUFACTURER'S RECOMMENDATION.
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 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
BENCH MARK: BASIS OF BEARINGS.
THE BENCHMARK IS AT SOUTHWEST CORNER THE BEARING OF N 89'5648 W ALONG
OF WALNUT & SIERRA AVENUES, 32 FEET THE CENTERLINE OF BASELINE AVENUE
SOUTH OF WALNUT AVENUE, 42 FEET WEST
OF SIERRA AVENUE, DRIVE PIN IN AS SHOWN ON PM NO. 1588, ' P.M.B. 17/95,
PpII44113E 70-63 FACES INTERSECTION. WAS USED AS THE BASIS OF BEARINGS
ELEVA 770N: # 1470.7550 1 FOR THIS MAP.
Prepared Under The Supervision Of : CITY OF FON TA NA, CA L IFO RN/A
- ",1 " STORM DRAIN IMPROVEMENT PLANS
MADOLE DRAWN BY
_Am 760-A 5. ROCHESTER AVE. SCALE.'
Uj _zg: No. 36637 c ; ONTARIO, CA 91761 AA/CC TRACT NO. 6383 AND 17460 AS SHOWN
909.937.9151
Exp: 06-30-08 Engineering Communities for Life www.madoleinc.com DESIGNED BY TA/LS DA TF•
CC FEB. 2006
C 1 V 1 �- ��
F0 CALIF O ate CHECKED B Y PPRO Y DRA WING N0. '
RCE 6637 EXP. 6:00 8 L P v� 4093
WENDELL L. I WA TSURU �� '�` CITY ENGINEER R. C. E. 51152 DA 7E
JA652-1942\storm\sd07.dwa. 8/18/2006 8:54:37 AM. Comelia