HomeMy WebLinkAbout3653-1CITY OF FONTANA GENERAL NOTES
FOR STREET IMPROVEMENT PLANS
7. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK").
ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDIPON UNLESS OTHERWISE NOTED,
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3, ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE
REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN
THE CITY LIMITS. CALL (309)350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER,
6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5
FEET OR GREATER IN DEPTH FROM THE- CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
8, THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED
BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE
DIVISION OF INDUSTRIAL SAFETY OF THE STATE, OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT,
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN RAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE
EXCAVATION,
11, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT
LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION. LANDSCAPING. LANDSCAPE IRRIGATION, DOMESTIC
WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES
SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO T14E FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE STREETS, EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL, BESET BY THE ENGINEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER,
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL HE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT,
16. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND
EMERGENCY VEHICLES,
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING
ADEQUATE WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED MND VELOCITIES EXCEED 25 MILES
PER HOUR,
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR
WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23, A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED
DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF 'THE WORK UNTIL THE SPECIFIED DENSITY IS
OBTAINED,
24, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
IMPROVEMENTS, UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE
SWALES ENTERING OR LEAVING IMPROVEMENTS,
25, THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS,
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE
SEWER LATERAL.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED
AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED. TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30, APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE
BY CITY ENGINEER AS DETERMINED BiSOILS TESTS TAKEN
AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS
SHALL BE RECOMMENDED BE A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
33, ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY
THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34, UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE ANDIOR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY
THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
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n AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER .
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SHEET 1 OF2
CITY OF FONTANA
CITY OF FONTANA
GENERAL NOTES FOR
STORM DRAIN IMPROVEMENT PLANS
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS. THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND
STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY
ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER,
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING
DETOURS.
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING
DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR
TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL
DEVICES AT ALL TIMES,
8, THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN
DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH S14ALL BE GUARDED BY SHORING, SLOPING
OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE
STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND
MOVEMENT.
10, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR
THA T PURPOSE.
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES,
AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
TELEPHONE. ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM
DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK
AROUND THEIR FACILITIES.
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY
AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER
REQUIREMENTS,
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE
WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR
NOTIFICATION TO THE CITY ENGINEER.
17, REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS,
SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS T14AT WILL BE DESTROYED AS
A RESULT OF THIS CONSTRUCT70N SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A A41NIMUM 12 FOOT LANE
SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING. AT
ALL TIMES,
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR
PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON
INSPEC77ON OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING
IMPROVEMENTS.
24, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
26, PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCAT70N OF
CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR
LOCATIONS SHOWN ON THE PLANS.
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY
THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDLATELY.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING
CONTRACTOR UPON COMPLETION OF PAVING.
32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER,
33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WI -10 SHALL PROVIDE RECORD
DRAWINGS TO THE CITY ENGINEER.
34, MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350 (ALL RCP)
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. 71,,,E BASIN. 'IYHEN POURED MONOLITHICALLY. THE 31DEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mmtl') DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSSTHE 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 6 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. DWENS10NS1
B 970 mmt3'-2°l
V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1.35
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 mm112').
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
'NTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 mml3°) 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 CEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED
N A CORNER: THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
S 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 =021 APART. THE TOP STEP SHALL BE 175 .nm(71 BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2'}. ALL OTHER STEPS SHALL PROJECT 130 mm(59
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 ON CENTER tMAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOW'. NO STANDARD PLANS ARE INCORPORATED HEREIN=
306 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.
x MMMT AN ruo", rrUrcna Moo,,IM I tuts - auu ( 1.111'tl STANOARO PLAN
CURB OPENING CATCH BASIN 300-2
SHEET 2OF2
3" t� 3" 4j1 5.4"
s `-
il
E,
TYPE A TYPE B
Height a"", 8", or
an OS indicated -
on planszz
1' 7
2H + 6" _ 1
F 1
TYPE C TYPE D
1'- R=1"
{ 1' R=1.,
R=1" -_7_ R-1" 'a
s Level Line
TYPE E TYPE F
Slope end of dike 1:1
when not joining
other improvements
ALL TYPES - SIDE VIEW
NOTES
1- Dike is to be placed on 2" a` A.C. rood
surfacing, extending throughout th width of the dike.
APPROX. DIKE QUANT1iiES
TYPE
TONSJLIN. FT.
A
0.0250
B
0.0375
C-6"
0.0375
C-8"
0.0583
C-8"
0.0702
D
0.0062
E
0.0407
F
0.10623
2. AR -8000 grade asphalt to be used for all dikes.
3. A.C. dikes moy be shaped and compacted with an extrusion machine or other
equipment capable of shaping and compacting the material to the required
crass section. LEGEND ON PLANS
Type A Dike
F4_sision B APprcved DOC RECOMMEN)ED 4Y THE SAN DIEeo
SAN DIEGO REGIONAL STANDARD DRAWING REc10NAL STANDARDS OrMM17TEE
ORIGINAL Kercheval 12/75
DIKES ASPHALT CONCRETE Ch" ,� 4� ft E 142x3 Date
DRAWING
NUMBER
I l -
w A
V a W CURB OPENING
Ew�w CATC BASIN (S)
I8 I I I I B -
CURB
CURB POINT A 45omm � T 3r POINT p �' }
(i.55 POINT B POINT C 9/Cyr GUTTER
��P�E_ `-- _BTR GRADE`=D�r
T CE �
POINTE u
wPOINT F A "'POINT G a s
I —DIRECTION OF FLOW PL" 'N ----DIRECTION OF FLOW pco
pa N K -W'D L N
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- - 7 ~,I
POINT C POINT D
�� -FOfNT B \---FLOW LINE
POINT A FLOW LINE PROFILE
CASE A
N L
Ydp L N 1
a0 �)0 CURB OPENING.._..__
E a ° CATCH' BASIN (S)
w`G
f' J I c
CURB
CURPOINT ASO.k-\-POINT B SrRRG I -POINT D & }
ti POINT C yTG GUTTER]
Y�4
POINT E� r w
v -POINT F PLAN POINT G a "'
¢ DIRECTION OF FLOW �•--r--pIRECTION OF FIOVd M p
CC
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POINT p
POINT A POINT B POINT C
FLOW LINE PROFILE FLOW LINE
CASE B
25 mm tl") 150 mm (6") 25 mm (I') 150 mm 16") 25 mm (I^)
M--M,G,OR VAR. - -
45_0 mm VAR, I
5')° --VAR.
50 mm VAR:
- m �--
CURB RIDGE
_ R VALLEY -i, _ VALLEY
Ee
FACE + H /
I( U"1 "" ID 4 D p•
I� �•.•p' � A Q. P A
I J
SECTION A -A SECTION B -B SECTION Ca -C
AMERICAN PUBLICWORK'S ASSOCIATION -• SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY T'RE
L
STANDARD PLAN
PUB UC STANDARDS I.NC..
GREENBOOK COMMITTEE
1984
AT CATCH BASINS
METRIC
a.
Rai' 1c96
SHEET t OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
° _,
40, 00'
32, 00'
2 4 --1.00' VAR,
r
L J
El, 404,011,1941,
±MD
REMOVAL & RELOCATION NOTES
V RELOCATE EXIST. VAULT (E).
RELOCATE EXIST. STREET LIGHT.
® RELOCATE EXIST. FIRE HYDRANT
REMOVE EXIST. B" CURB & GUTTER.
5 REMOVE EXIST, CATCH BASIN (W=5')
SAWCUT & REMOVE EXIST. AC PAVEMENT.
r7CUT & PLUG EXIST. 12' RCP STORM DRAIN.
YERM TSALYUK BASIS OF BEARINGS
co
N0. C052871 M THE BEARING N8937'36"E BETWEEN GPS POINTS NO. 20380
EXP. 12/31 /2006 AND GPS PT NO. ,21178, SAN BERNARDINO COUNTY SURVEYOR
qP BENCH MARK
�lA
C/ V I GPS NO. 20380
2" IP STAMPED SEC. COR, 28,29,32,33 LS 4452 1987
PER CSFB 401511195
ELEV. 911.630
1 EA.
1 EA,
1 EA.
350 L. F.
1 EA,
350 S. F.
36 L. F.
CONSTRUCTION NOTES
QUANTITIES
CONSTRUCT 6 112" AC OVER 1' NATIVE MATERIAL COMPACTED TO 957..
2975
S.F.
CONSTRUCT 8" CURB & GUTTER PER CITY
STD. 101.
350
L. F.
CONSTRUCT DRIVEWAY APPROACH (R=15'),
W=55' PER CITY STD. 102-C.
756
S. F.
4
CONSTRUCT 8" AC BERM PER S.D.R.S.D. G-5.
22
L. F.
Q
CONSTRUCT CATCH BASIN PER APWA STD.
300-1 (W=6', V=4', A=60° ).
1
EA.
CONSTRUCT 18" RCP (1500D),
51
L, F.
BACKFILL AREA BETWEEN CURB AND BERM
WITH CLEAN SAND AND CAP WITH
2" AC.
L. S,
CONSTRUCT LOCAL DEPRESSION PER APWA
STD. 313-1, CASE B
1
EA.
(W=6', L=3', M=4', PT. A & D -H=10",)
REMOVAL & RELOCATION NOTES
V RELOCATE EXIST. VAULT (E).
RELOCATE EXIST. STREET LIGHT.
® RELOCATE EXIST. FIRE HYDRANT
REMOVE EXIST. B" CURB & GUTTER.
5 REMOVE EXIST, CATCH BASIN (W=5')
SAWCUT & REMOVE EXIST. AC PAVEMENT.
r7CUT & PLUG EXIST. 12' RCP STORM DRAIN.
YERM TSALYUK BASIS OF BEARINGS
co
N0. C052871 M THE BEARING N8937'36"E BETWEEN GPS POINTS NO. 20380
EXP. 12/31 /2006 AND GPS PT NO. ,21178, SAN BERNARDINO COUNTY SURVEYOR
qP BENCH MARK
�lA
C/ V I GPS NO. 20380
2" IP STAMPED SEC. COR, 28,29,32,33 LS 4452 1987
PER CSFB 401511195
ELEV. 911.630
1 EA.
1 EA,
1 EA.
350 L. F.
1 EA,
350 S. F.
36 L. F.