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0 F -]l i Ak -FL-tPROFIL� -11-=40 I.......... ....... . ...... . U- z j to .......... ------- z z 00 IIICN 00 1 r- d I-7-! + IIIII00 00 -cN .... . .. ....... ... . ...... .. ........... . .......... .... . ..... .......... ............ .... .. 4 ........... ........... ... ...... ......... 4 ........... ...... ... ......... .... . .. L .. ..... ................... .. ..... .... ...... . .... . .... 2 C.4 V� CN ..... ... . .. . ......... .1 -J't " tILL IIc6 It + Uj H: 1-11 N I -qt p?j 40 Ic6 r� ........... - ------ I---------- .. ...... .. 1 9. 2 1 00 + 00 20+100 r-�� 6 L -�-5� 52' IIIC t18+00 19+00 20+00 21+00 22+00 3/4:1 SLOPE OR GREATER GENERAL NOTES FOR STORM DRAIN IMPROVEMENT PLANS
BANAMAVE OR ADEQUATE SHORING STORM DRAIN IMPROVEMENT CONSTRUCTION NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, TTHE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
6 1/2- AC OVER 4- AGGREGATE BASE
PROTECT IN PLACE. O� 00 OR MATCH EXISTING PAVEMENT SECTION. CONSTRUCTION (-GREEN BOCk"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE
C) Uj `9
Ln LATEST EDITION UNLESS 0 ERWISE NOTED. > �k (D RELOCATE 0 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
m + a to (TYPE AS SHOWN). RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK THE CONTRACTOR
SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
SHALL IMMEDIATELY REPORT
CONSTRUCT CATCH BASIN PER APWA. STD. PLAN NO.314-2 CASE 1. ...... 90% COMPACTED
SEE PROFILE OF LATERAL "A" ON SHEET 3 AND STD. PLAN ON SHEET 5. tn Z m NATIVE BACKFIL 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
.......... . ......... t MAX. SIZE 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK
I0 ...................
3
tEXISTING 30" STORM DRAIN STUB TO 13E FIELD VERIFY BY THE CONTRACTOR z .............................................................. PRIOR TO IMPLEMENTING DETOURS.
FOR DEPTH. PIPE SHALL BE CUT TO FINAL LENGTH PRIOR TO CONNECTING 0 0 0 L Uj to TO CATCH BASIN. SEE PROFILE OF LATERAL "A" ON SHEET 3. :5 FROM 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
z 64 L < ........................................... 0) 0 : it . C,41 GRANULAR BEDDING
CONSTRUCT CURB OPENING PER APWA STD. PLAN NO. 300-2 + LA. DEVELOPMENT DEPARTMENT, "ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. 00 .0- ...... SELECTED TRENCH SIDE
............. (D + z L MAX. SIZE)
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE
SEE PLAN AND PROFILE ON SHEET 3 AND STD. PLAN ON SHEET 5. - ----- Uj 0 (n c MATERAIL (1
-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
LO Ld START OF ANY WORK IN PUBLIC RIGHT
LAN ON SHEET 4 It -j 0 W x + M 0c)z. CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1, CASE E. SEE STD P 6" MIN. IX UJI UJI tc%4I Uj 0 un tCR x .0 1q: UJI 0 o- K) X. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARR CADES, DELINEATOR OR OTHER
UJI W V) <UJ z S
39 >: tL L L4 I i a W 3: II [I 0 TRAFFIC CONTROL DEVICES AT ALL TIMES.
+ U M -Jr D 0 t0) z C) CONSTRUCT 18" RCP. D -LOAD IS 1350, SEE PLAN PROFILE ON SHEET M < En [0 C14 LO L
Uj 01 . . 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES ooi- m P . ............ + C), 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 321 UJI UJI iij �mm
A=90* 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY
PLAN AND PROFILE ON SHEET 3 AND STD. PLAN ON SHEET 5. SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE
SEE 11.68 ............ DIVISION IF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA . TRENCHES LESS THAN FIVE (5) FEET SHALL
FL ; ::� L�: Q -
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. (g'l 9L. 9 f) 920.6 9120. 913.93 (920.87 (92 1.1 3) NM (9 2 0.1 7) 92048 CABLE !920.74 �!� 1 920.68n -`-SS IN FS 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPERATE
REFER TO SHEET FS F ........... 2OZ5 S -L - V 'FS 2 SS 0. 2 FOR STREET IMF OVBAENTS. -Ts---\ FS . ...... 1-2 SS PERMIT FOR THAT PURPOSE.
'01 9 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT 18 STORM DRAIN PIPE + SEE TRENCH 29 GRANULAR BEDDING FROM SELECTE
20+00----JURUPA�- _A�E E IL HEREON co 30" RCP SD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND SEE C L PROFILE ABOVE 10+00 BANANA AVE= UTERAL TRENCH SIDE MATERIAL FOR PIPE 10' ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THE RETO.
........... . ........ .......... OR GREATER IN DEPTH USE 1/2 THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS LINE STA. 04 .......... 00
. . .... . .. ... ... ... ----- -------- 0 + W +00 CRUSHED STONE BEDDING BEFORE EXCAVATION. .. ... ................ . . . ...... .. . 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT Lo LO + TRENCH DETAIL
.. . . . ....... LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION,
. ..... --- - ------ - ------ EXISTING CLEANOUT DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL, AND CALTRANS. ALL
M (N, NO SCALE Iq CITY OF FONTANA AV
-10 ENUE UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
-DWG-�N 0 0,,:z,- I 128�'SHEET� 10
....................... + . . . ............... .... C) .......... 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE
Je AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR
VALVE OPERATION AND WATER REQUIREMENTS.
< in, 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED.
V)
Ec 0 R z 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
9+02.��Lj + 0 1. 2 11 4 r TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
0
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W) to (n t - 0 40 20 0 40 80 120 W
Z
in P [I I H [I E VERIFICATION 2 (n W tr �7
STORM DRAIN CURVE TABLE
CURB RETURN
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
22.50'
31.22'
20.00'
89*26'02"
19.80'
DATE
75.94'
50.00'
87-01'35"
47.47'
PLANS PREPARED BY:
54.52'
35.00-189-18'52-1
34.56'
MAY DIFFER FROM THE
fn"TDArTr)0 CUM I AT Wl�- nkA/Nl
55.50'
35.00'190-51-28-1
35.53 -
STORM DRAIN CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
�TANGENT
<C-�
17.70'
22.50'
45-0453-1
9.34'
rKLZ)LK VIA I IUN Ur VLN1L,f1IV1fAKr%Z) ANU ',,UNZ� 1MUto IIUN LVI'4 IMVL Z-11MMINU UUMIMP %�VN31INU;, IIVN.
16. 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 - OBTAINED17. ALL MANHOLES, CLEANOUT, FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE
PAVING CONTRACTOR UPON COMPLETION OF PAVING. 18. MINIMUM D -LOAD FOR ALL RCP IS 1350.
THE EXISTENCE AND LOCATION OF ANY
UNDERGROUND UTILITY PIPES OR
tj U [-IV Lj f- /I m v c- cx 0 M I V M M m
7 �- Z
V)
Uj
I
Q:)>CJN14683/O2O6SO DWG
SCALE:
1p9=40p
STRUCTURES SHOWN ON THESE PLANS
THE AVAILABLE RECORDS. ADDITIONAL
WAS OBTAINED BY A SEARCH OF
UNDERGROUND FACILITIES MAY
CHECKEDBY:
KIR
APPRONWBy.
--69
REV.
REVISION DESCRIPTION
DATE
I ENGR.
DATE
PLANS PREPARED BY:
CITY OF FONTANA, CALIFDftr`���
EXIST, OR THE LOCATION OF FACILITIES
TLJE- 01 A"C TUr
MAY DIFFER FROM THE
fn"TDArTr)0 CUM I AT Wl�- nkA/Nl
A
f -,11i4
fif.
1111$10
SHOULD CONSTRUCTION OF THE REQUIRED
p*f ESS/
�)' J. W WILLDAN
A/ I/r-
LU U/-\ I I U IN -') 0 r-1 U " A U IN I
EXPENSE, DETERMINE THE EXACT LOCATION OF ALL SUCH UNDERGROUND
UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY e -
DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR CONTINUOUS OPERATIONS.UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY DIAL TWO WORKING
UNDERGROUND FACILITIES NOT SHOWN ACCURATELY ON THESE PLANS OR BEFORE DAYS BEFORE
NOT PROPERLY MARKED BY THE UTILITY OWNER, THE CONTRACTOR SHALL YOU DIG YOU DIG
IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY TELEPHONE
AND IN WRITING. TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
II \4 I U U IVI L IN k-� L "I 1 17I 1 IN 1 "
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
STANDARDS IN EFFECT.
& <,,�
13191 Crossroads Parkway North, Suite
�? Q5 Industry, CA 91746-3497
LLJ (562) 908-6200
cit NO. C042866 7 EXP. 03-31-04 UNDER THE SUPERVISION OF:
'Ir
'A C I V � V
el Date : 1/.2 J JF4)
Of, CAV\� 'KENNETH J. RUKAVINA R.C.E. 42866
tj U [-IV Lj f- /I m v c- cx 0 M I V M M m
DRAWN BY:
FL
STREET IMPROVEMENT
NAD S TORM AIN PROFILE
/��
SCALE:
1p9=40p
DESIGNED BY:
FL
DATE:
01/28/04
CHECKEDBY:
KIR
APPRONWBy.
--69
DRAWING NO.:
4 8 7
A5
ICITY ENGINEER - ----R.C.E. 51152 DATE: '