HomeMy WebLinkAbout3863-1GENERAL NO TES �, _ - ®® I .®
1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, T -
THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (P
_ ,pRIV� -� �!/� - -_
("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION `'` -RKHOU.. _ �` !, �'"�`' �
UNLESS OTHERWISE NOTED. 40
o "_gym �.� - 73 � .
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EX/ST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE GREEN BOOK THE CONTRACTOR41
_ r
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. i2
i
J. ALL MATER/ALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENG/NEER. I I 71 i 42
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE /N PLACE ONE WEEK I �?� ___-- ��
PR/OR TO IMPLEMENT/NG DETOURS ` 43
' J NELL_ N
^h PR/VA TEc I R/VA TE
5. CONSTRUCTION PERM/TS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
I _
DEPARTMENT, ENG/NEER/NG DIVISION PR/OR TO THE START OF ANY WORK, INSPECT/ON COORDINATION RECREA TION - - - - -
44
SHALL BE REQUESTED AT LEAST TWO WORK/NG DAYS PR/OR TO THE START OF ANY WORK /N PUBLIC70
I pC I I'r
RIGHT OF WAY WITHIN THE CITY LIMITS. CALL (909) 350 7610. v� a I cis W 45
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES ;- �-
DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION I Q 69 Qt
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. I I W I ��-'
46
68
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR
OTHER TRAFFIC CONTROL DEV/CES AT ALL TIMES. , s I W ` i 47
67n
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES
SOUTH P K LAW
1�
5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. I ;-� �� 48
\. �:. I ' \
1. I I�-.- a lr
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5 FEET IN DEPTH SHALL BE - _
GUARDED BY SHORING, SLOP/NG OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE , I - ( - ��- ; --✓';�,66 r 49
REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS ' n ! ,
THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENT/AL EX/STS FOR GROUND MOVEMENT. ' �t� ��65;
64
. - " 50
10. NO MATER/AL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAIN/NG A ' I 63
SEPARATE PERMIT FOR THAT PURPOSE.I Q I .0
,c
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, W I q 62 W _ � ; 51
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE I52
LOCATION AND ELEVATION OF ANY EX/ST/NG UTILITIES AND TO EXERCISE PROPER PRECAUTION TO ! �' I
AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDERGROUND SERVICE ALERT AT I �_ "`- �l 53 --'�
1-800-227-2600 TWO WORK/NG DAYS BEFORE EXCAVATION. ' I IQ r- 69 `' 54 1�� ----- ;�
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT TRACT 16877
NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, 60 `i I I� -,-y ``� 23
tV 55
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL 22
UTILITY COMPANIES SHALL BE GIVEN TWO WORK/NG DAYS NOT/CE PR/OR TO WORK AROUND THEIRI I F_ Y I -==p===== = ====�� 21
FACILITIES. 59 ; ; 56 � `✓�
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT i 1 58
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER r�� CCB �-N
�. ,N�QIM
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS LAT. N -1 . _ _ _ = _ , - -
14. STATION/NG REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. ` Jn �T'
� � ��;
57
�'U I
,
I ; --- - - - ----
_ T. '
K 2_
15. ADEQUATE CONSTRUCT/ON CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE -- 1`1-----
....-� �y w� ..--_.-.r--.-,.._ .--...-........-. .,.. .... ..-. � I s 4a.n®» •mss •: �- �� __' _--�-__- _. _ .. .. mm--+
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE - - 1.Tc
RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCT/ON CONTROL STAKING DURING
CONSTRUCT/ON. - - ---
`� `.
16. THE CONTRACTOR SHALL NOT DISTURB EX/STING SURVEY MONUMENTS, MONUMENT TIES OR BENCH
MARKS WITHOUT PR/OR NOTIFICATION TO THE CITY ENGINEER. INDEX MAP
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, SCALE: 1 " _ 100'
MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED
LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCT/ON Cl T Y OF FONTANA U TIL / T Y NOT/F/CA TION L /S T
SHALL BE REPLACED. THE CONTRACTOR SHALL NOT/FY THE ENGINEER ONE WEEK PRIOR TO
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE CITY OF FONTANA ADELPH/A (CABLE TV) SBC
MONUMENT. ATTN: BRIAN WREN ATTN: JACK HAYES A TTN: JAMES ZIELINSKI
8353 SIERRA AVENUE 1205 DUPONT AVENUE 1265 N. VAN BUREN STREET
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RES/DENTS AND BUSINESSES AT ALL TIMES A FONTANA, CA 92335 ONTARIO, CA. 91761 SUI TE 180
MIN/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N THE CONSTRUCTION AREA FOR (909) 350-6632 (909) 390-4738 ANAHEIM, CA 92807
RES/DENTS AND EMERGENCY VEHICLES. SO. CALIFORNIA GAS COMPANY (714) 666-5415
ATTN. JACK JARVIS VERIZON
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING 16231 VALLEY BLVD. ATTN. STEVE HOCK SAN GABRIEL VALLEY
ADEQUATE WATERING, AT ALL TIMES FONTANA, A. 92335 1400 E. PHILLIPS BLVD. MUNICIPAL WATER DISTRICT
EMERGENCIES: (800) 427-2200 POMONA, CA. 91766 ATTN: DAVE JOHNSON
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATER/AL, MUD, SILT OR DEBRIS TO BE (909) 469-6327 549 EAST SIERRA MADRE AVENUE
SO. CALIFORNIA EDISON COMPANY AZUSA, CA. 91702-1299
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING 7951 REDWOOD AVE. FONTANA WATER COMPANY P.O. BOX 1299
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. FONTANA, CA. 92335 ATTN: MICHAEL J. McGRAW (909) 969-7911
(9099) 820-5598 - UNDERGROUND 8440 NUEVO AVENUE
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF THE CITY INSPECTOR. (121) ) 637-1233 - PIPELINES 875-5100 - IONS FONTANA, CA 92335
(909) 357-6233 - DISTRIBUTION TEL: (909) 822-2201
CITY OF FONTANA
TRACT 16869
0
0
111
RECORD DRAWING.
LLl � QROEESS/cl
0�'9��
N0. 58020
i�sgr c r v IV4:z--
ATE
PAU . HUTDDDLEESTTON RCE ASSOCIATES
I1lJ1rS� C
I K v I N E I N
PLANNING - ENGINEERING CAN92504NG
2900 ADAMS ST STE. A-15, RIVERSIDE,
3"MAX. SIZE NATIVE _
SOIL COMPACTED 95%
1=1 111 I
III=III-
1:1 SLOPE OR FLATTER
OR ADEQUATE SHORING
-I i -III_
90% COMPACTED
NATIVE BACKFILL
GRANULAR BEDDING FROMI I 1=I I 6" MAX. SIZE
SELECTED TRENCH SIDEi
MATERIAL (1" MAX. SIZE)�, ; ,!
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
3. CLASS II AGG.BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
4. COMPACTION SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
22. A GEOTECHNICAL ENG/NEER SHALL CERT/FY ALL BACKFILL COMPACT/ON, FAILURE TO OBTAIN THE CRAWFORD CANYON MUTUAL WATER CO. FAX: (909) 823-5046 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS,
HE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
E SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE
AUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
ONSIBIL/TY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR
SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
ONSIB/L/TY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE
ATTN:
BASIL J. FABRIZIO
DATE
III=
CITY
DATE
SPECIFIED DENSITY /S OBTAINED.
(909)
463-9580
WEST VALLEY
WATER DISTRICT
THE
(SEE SHEET 3).
O6
CONSTRUCT MODIFIED C.B. PER A.P. W.A. STD. PLAN 300-2
(SEE SHEET 3)
ATTN: LON
TSAI
SHO WN
23
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET855
WEST SAN BERNARDINO WATER
UNDERGROUND SERVICE ALERT
W. BASELINE ROAD
TO T
O9
IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
(800)
422-4133
RIALTO, CA
92,377
THOS
PREPARED IN
MADOLE ANDA SOCA TES INC.F
NON-ERODEABLE SWALES ENTER/NG OR LEAVING IMPROVEMENTS.
INSTALL 30" RCP CONNECTOR PIPE
12
PRE(
4) W/TRASH RACK PER.
A.P.W.A. STD. 361-0 (SEE SHT. 3).
DRAWN BY
13
I
DRA WINGS.
24.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FIN/SH TO MATCH
--fV
15
CONSTRUCT 10' WIDE X 60' LONG X 7.5' DEEP
RESP
R C T 468'69
EX/ST/NG CONCRETE.
ROCK INFILTRATION TRENCH (DETAIL 4-C)
DA �•
NOT
/
OCT 2005
LEGEND
c �\�
/vi
TFOFCAL\F��
Date
�
4i
25.
NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE
DRAWING NO.
'
R 36 EXP. 6- O- 6
THE
/
!
CITY ENGINEER.
A.C.
ASPHALTIC CONCRETE
P.C.C.
PORTLAND CEMENT CONCRETE
RESP
�'`''
B.C.
BEGIN CURVE
(R)
RIDGE LINE
CONS
CON
26.
PRIOR TO CONSTRUCT/ON, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION
B. V. C. BEG. VERTICAL CURVE
RIW
RIGHT OF WAY
PRO
AND LOCATION OF CONNECTIONS CITY APPROVAL OF CONNECT/ONS TO EXIST/NG FAC/LIT/ES DOES NOT
B. W.
C.B.
BACK SIDEWALK
CATCH BASIN
TAN.
TANGENT
NORMA
IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
C.L.
CENTERLINE
T.C.
TOP OF CURB
INDE
E. C.
END CURVE
W
WIDTH
AND
27.
IF EX/ST/NG UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE
E. P.
EDGE PAVEMENT
V
VERTICAL DEPTH
OF
CONTRACTOR SHALL NOT/FY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
E.G.
EDGE GRADE
(590.69)
INDICATES EXISTING ELEVATION
NEGL
E. V. C. END VERTICAL CURVE
28
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
F.L.
FLOW LINE
590.69
INDICATES PROPOSED ELEVATION
CON
INSPECTED AND APPROVED.
F. S.
FINISH SURFACE
INDICATES SLOPE > 4 1
REPO
G.B.
GRADE BREAK
_� >;, ;.::
AC PAVEMENT
OF A
29.
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PR/OR TO PAVING OR
H• P•
HIGH POINT
ENGI
STREETS.
INV.
INVERT
®
REMOVAL
CON
0. C.
ON CURVE
®
GRIND
30.
APPROVED SOILS STER/LANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PR/OR TO PLACEMENT.
CON
31.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FINISHED GRADE
CON
BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
BOXES
32.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEV/CES TO THE SATISFACTION OF THE CITY
z w
" II_
o „1�1
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
III= M
=1 w
STORM DRAIN PIPE 111= 111=
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
1/2" CRUSHED STONE BEDDING.
TRENCH DETAIL
NOT TO SCALE
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND
PERTY,• THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
L WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND,
MNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
WORK ON THIS PROJECT, EXCEPT/NG FOR LIABILITY ARISING FROM THE SOLE
IGENCE OF THE OWNER OR THE ENGINEER.
TRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL
RT ALL DISCREPANCIES TO THE ENG/NEER PRIOR TO THE COMMENCEMENT
NY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
NEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF
DIT/DNS.
TRACTOR SHALL COMPLY WITH ALL N. P. D. E. S. REQUIREMENTS.
TRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE
, UTILITY BOXES AND LIDS, ETC.
TRAFF/C ENG/NEER.
33. AS -BOLI T DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
34. '7HE CONCRETE COAT/NG ON THE /NS/DE OF ALL REINFORCED CONCRETE PIPES MUST
BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE
DES/GN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH
IN THESE REACHES SHALL BE fc=5, 000 psi FOR VELOCITIES EXCEDDING 20 FEET PER
SECOND AND fc= 6, 000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND."
35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350.
Q �
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCR/P710N
DATE
III=
CITY
DATE
I-
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
III= M
=1 w
STORM DRAIN PIPE 111= 111=
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
1/2" CRUSHED STONE BEDDING.
TRENCH DETAIL
NOT TO SCALE
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND
PERTY,• THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
L WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND,
MNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
WORK ON THIS PROJECT, EXCEPT/NG FOR LIABILITY ARISING FROM THE SOLE
IGENCE OF THE OWNER OR THE ENGINEER.
TRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL
RT ALL DISCREPANCIES TO THE ENG/NEER PRIOR TO THE COMMENCEMENT
NY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
NEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF
DIT/DNS.
TRACTOR SHALL COMPLY WITH ALL N. P. D. E. S. REQUIREMENTS.
TRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE
, UTILITY BOXES AND LIDS, ETC.
TRAFF/C ENG/NEER.
33. AS -BOLI T DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
34. '7HE CONCRETE COAT/NG ON THE /NS/DE OF ALL REINFORCED CONCRETE PIPES MUST
BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE
DES/GN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH
IN THESE REACHES SHALL BE fc=5, 000 psi FOR VELOCITIES EXCEDDING 20 FEET PER
SECOND AND fc= 6, 000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND."
35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350.
Q �
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCR/P710N
DATE
ENGR.
CITY
DATE
SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE
REVS/ONS TO THE PLANS TO BR/NG THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT.
O4
CONSTRUCT M. H PER A.P. W.A. STD. PLAN 322-1 (SEE SHT.
2).
O5
CONSTRUCT P.C.C. COLLAR PER A.P. W.A. STD. PLAN 380-2
(SEE SHEET 3).
O6
CONSTRUCT MODIFIED C.B. PER A.P. W.A. STD. PLAN 300-2
(SEE SHEET 3)
4
AND DETAIL 4A ON SHEET 4.
4
O7
CONSTRUCT PIPE ANCHOR PER A.P. W.A. STD. PLAN 221-1
(SEE SHEET 2).
O8
CONSTRUCT MANHOLE PER APWA STD. DWG. 321-1 (SEE SHEET 3).
O9
INSTALL 16" DIP CONNECTOR PIPE
Prepared Under Th e Sup ervision Of :
10
INSTALL 18" RCP CONNECTOR PIPE
°PRS %w �F
PREPARED IN
MADOLE ANDA SOCA TES INC.F
11
INSTALL 30" RCP CONNECTOR PIPE
12
CONSTRUCT HEADWALL PER S B. Co. STD. 209 (SEE SHEET
4) W/TRASH RACK PER.
A.P.W.A. STD. 361-0 (SEE SHT. 3).
DRAWN BY
13
I
WIAI&
�$/fl
Rd.
--fV
VICINITY MAP
NOT TO SCALE
00
NN
00
r
00
mm
0
z
QTY & UN/T:
37 LF
77 LF
1 EA
1 EA
2 EA
1 EA
3 EA
25 LF
110 LF
41 LF
1 EA
868 SF
99 LF
4500 CF
CONS TRUC T/ON NO TES:
O 1
CONSTRUCT 36" R.C.P. STORM DRAIN (D LOAD SHOWN ON
PLAN).
O2
CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD SHOWN ON
PLAN).
O4
CONSTRUCT M. H PER A.P. W.A. STD. PLAN 322-1 (SEE SHT.
2).
O5
CONSTRUCT P.C.C. COLLAR PER A.P. W.A. STD. PLAN 380-2
(SEE SHEET 3).
O6
CONSTRUCT MODIFIED C.B. PER A.P. W.A. STD. PLAN 300-2
(SEE SHEET 3)
4
AND DETAIL 4A ON SHEET 4.
4
O7
CONSTRUCT PIPE ANCHOR PER A.P. W.A. STD. PLAN 221-1
(SEE SHEET 2).
O8
CONSTRUCT MANHOLE PER APWA STD. DWG. 321-1 (SEE SHEET 3).
O9
INSTALL 16" DIP CONNECTOR PIPE
Prepared Under Th e Sup ervision Of :
10
INSTALL 18" RCP CONNECTOR PIPE
°PRS %w �F
PREPARED IN
MADOLE ANDA SOCA TES INC.F
11
INSTALL 30" RCP CONNECTOR PIPE
12
CONSTRUCT HEADWALL PER S B. Co. STD. 209 (SEE SHEET
4) W/TRASH RACK PER.
A.P.W.A. STD. 361-0 (SEE SHT. 3).
DRAWN BY
13
CONSTRUCT 200 LB. ROCK RIP -RAP (3 FT. THICK) OPEN
GRADED.
14
INSTALL 18" DIP CONNECTOR PIPE
T/TL SHEET
AS SHOWN
15
CONSTRUCT 10' WIDE X 60' LONG X 7.5' DEEP
ONTARIO, CA 91761
PHONE 937-9151
R C T 468'69
N
ROCK INFILTRATION TRENCH (DETAIL 4-C)
DA �•
00
NN
00
r
00
mm
0
z
QTY & UN/T:
37 LF
77 LF
1 EA
1 EA
2 EA
1 EA
3 EA
25 LF
110 LF
41 LF
1 EA
868 SF
99 LF
4500 CF
NOTE. -
LOCA 77ONS
ELOCAT70NS OF LINES AND LATERALS AND S7REEr CONNECTIONS HAVE
NOT BEEN APPROI/ED, .LOCAL STORM DRAIN LINE AND LATERAL CONNEC7/ONS
MAY CHANGE UPON CITY/FIRE REVIEW OF iENTA77VES ONCE THEY ARE
FORMALLY SUBMITTED FOR CITY REVIEW.
BENCH MARK: # 8-17
BASIS OF BEAR/NGS:
SHEET INDEX
SHEET
DESCRIPTION
I
OF
4
TI TLE SHEET
2
OF
4
STORM DRAIN LINE LATERAL "N'; "N- 7, & "N-2"& PROFILES
3
OF
4
STANDARD A.P. W.A. DETAILS
4
OF
4
STORM DRAIN (LOW FLOW)
NOTE. -
LOCA 77ONS
ELOCAT70NS OF LINES AND LATERALS AND S7REEr CONNECTIONS HAVE
NOT BEEN APPROI/ED, .LOCAL STORM DRAIN LINE AND LATERAL CONNEC7/ONS
MAY CHANGE UPON CITY/FIRE REVIEW OF iENTA77VES ONCE THEY ARE
FORMALLY SUBMITTED FOR CITY REVIEW.
BENCH MARK: # 8-17
BASIS OF BEAR/NGS:
"E
BRASS CAP /N THE CONCRETE BASE OF
THE BRG. N089 59'31
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 M/ WEST
ALONG THE CL SUMMIT AVE
OF SAN SEVA/NE RD., 2.65 M/ WEST
AS SHOWN ON TR NO.
16427-1, M.B. 29617-11.
Z
OF SIERRA AVE.
ELEVA T10N: 1 1428.609
Prepared Under Th e Sup ervision Of :
C/ T Y OF FONTANA, CALIFORNIA
0
°PRS %w �F
PREPARED IN
MADOLE ANDA SOCA TES INC.F
cn
STORM DRAIN / PRO VEMEN T PLANS
p0
DRAWN BY
SCALE:
W No. 36637 c
76� -A S. ROCHESTER AVENUE
DJ
T/TL SHEET
AS SHOWN
N
Exp: 06-30-06
ONTARIO, CA 91761
PHONE 937-9151
R C T 468'69
N
DESIGNED BY.•
DA �•
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J:\126-2001\storm\sdOl.dwa. 12/7/2005 11:10:25 AM. Gerry. Gerry