HomeMy WebLinkAbout3429-1STORM DRAIN IMPROVEMENT NOTES ' CITY OF FONTANA
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STORM DSTANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS IMPROVEMENT P
FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. TRA CTS 16326, 16325- 12. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THATi
CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK",
THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 16325 2 & 14274 1
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.
\\ \
LINE "H"
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY / / \\ `°r a•
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK.46
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR \ 44 \ 47 48 49 50
TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. �� _- - - - - - - - 5, 52 _
CALL (909) 350-7610. 56
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND T "H 12"
LAT "H-11 "
--,�,
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, 29 ' " \``� V l- "' m
LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.--.------ �/� 40 Esso may' 6 5 4
41 30
27 39 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, / i 42 \ j/ %y 7�y g +' t0 11
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
14
/ -Yo,,
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44
25 .32
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK -� � 45�6P 12 11
1J + 3J7
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION �� � 46 9 24 \ F
OF INDUSTRIAL SAFETY. / �``�� 47 �`f'F 36 3+
COQ 46 P 8 t2 23 �L. ,�\ �FZ J5 28
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH S o TRACT" 14214-1 / /C, '�
49 - 2= S,y 35 \F�sF ' JJ
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS cMPs J A /_` \ 50 LINE "H" `� 3E 29
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE �NE� '�``�' 5� 6 " 2' 2
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN -� �► , 52 5 c`' e� ' LAT T X83 20 30
25
THE POTENTIAL EXISTS FOR GROUND MOVEMENT. C SN�E� 2 zm 4 5���oJ 1T " -14" \ \
5J
54 Jf
5 �c�Q� 5 SHEET 3 33 \ 24
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT - /� '� \
- / �\ �s \
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. I -' _ - $7 2 5 -CRANE STREET 43 � SRo
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, ` 67' 66 ' s8 5+ 45
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE IN THE 1 65� 64 63 62' 6, „° I z 59 LAT "H-2" 55 gr
+s 47 46 42 4, \\
-�_
i_f ILIDT
o
FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE
--
12
PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT -- -- --- -- 1 S -- --- -----
- t -sHEET r ______ __-___ __. i ___-- --- -- - -- - DUNCAN CANYON ROAD= ----� -\=__ _ _- __ __ __-- -_---.
UNDERGROUND SERVICE ALERT AT 1-800-227-2600
TWO WORKING DAYS BEFORE EXCAVATION.
LAT "H-5"
L►NE "H" �
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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 / INTERSTATE 15
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN
TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. - - - -- - - -L ----------------------------------------------------------- �
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES SHEET INDEX INDEX MAP
WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH 1 TITLE SHEET - LINE "H"
THE "H".
» "H-2".
» » » » » LTHICK
APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 2 LINE H , LAT H-2 , H-3 , & 7H -4"f CB #6A & #6B 1 =200 DOUBLE
BRICK &
PLAN AND PROFILE RECORD 1 N rX MORTAR SEAL PER
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. �OFE�/0
3 LINE "H" & LINE "H-5" Q
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE PLAN AND PROFILE
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION 4 LINE "H" , LAT "H-6" & LAT "H -6A" Na
CONTROL STAKING DURING CONSTRUCTION. PLAN AND PROFILE I I a
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR 5 LINE "H" ,
BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. PLAN AND PROFILE
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, 6 LINE "H". LAT "H-7", "H-8" "H-970 "H-10" & "H-15"PLAN AND PROFILE
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 7 DETAILS & LAT PROFILES "H-11-, "H-12; "H-13"8 "H-14" & "H -16 -
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 8 DETAILS & LAT PROFILES "H-17" & "H-18"
ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED g DETAIL SHEET
FOR LATER REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL 10 DETAIL SHEET
TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR
AREA FOR RESIDENTS AND EMERGENCY VEHICLES. APPROVAL OF THE CITY ENGINEER.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES,
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY OF APPROVAL OF
BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF
DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 27• IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL
S.SP.W.C. SECTIONS
202 k 303
BRICK & MORTAR SEAL
SCALE 1'=2'
3/4:1 SLOPE OR GREATER
OR ADEQUATE SHORING
----------
3"
--------
3" CLR TYP
(�4 REBAR LONGITUDINAL
REQD)
J. CLR TYP
4" PIPE
4' TIE BAR
24' O.C. I
it 1
CONC. ENCASEMENT
SCALE: 1'=2'
LEGEND
DUNCAN CANYON
ROAD
CHERRY
AVENUE
LYTLE CREEK
ROAD
SUMMIT SITE LOCATION
AVENUE
DUNCAN C YON
ROAD
VICINITY ANAP
MT.&
PRIVATE ENGINEER NOTE
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
AFFECTED AGENCIES IMMEDIATELY.
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED
TO ASSUME SOLE
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF
3
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY, THAT
GRANULAR BEDDING FROM SELECT
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
TRENCH MATERIAL FOR TRENCH
DEPTH GREATER THAN 10'. USE
INDEMNIFY AND HOLD DESIGN PROFESSIONAL AND THE CITY HARMLESS
FROM ANY AND ALL
TO PAVING OF STREET.
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
OF WORK ON THIS
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE
CONSTRUCTION NOTES
QUANTITIES
PRIOR TO PAVING OF STREET.
O CONSTRUCT 54" RCP ( D -LOAD PER PROFILE ).
64
L. F.
O CONSTRUCT 48" RCP ( D -LOAD PER PROFILE ).
285
L. F.
O CONSTRUCT 45" RCP ( D -LOAD PER PROFILE ).
303
L. F.
4O CONSTRUCT 36" RCP ( D -LOAD PER PROFILE ).
2,542
L. F.
O CONSTRUCT 30" RCP ( D -LOAD PER PROFILE ).
995
L. F.
O7 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
489
L. F.
8O CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2.
18
EA
O CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER APWA STD.
PLAN 308-1. 18
EA
12 CONSTRUCT MANHOLE STRUCTURE PER APWA STD. PLAN 320-1.
10
EA
13 CONSTRUCT MANHOLE STRUCTURE PER APWA STD. PLAN 321-1.
2
EA
14 CONSTRUCT MANHOLE STRUCTURE PER APWA STD. PLAN 322-1.
3
EA
15 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 340-1.
6
EA
16 DEMO PORTION OF INDICATED LOCAL DEPRESSION AND CONSTRUCT
2
EA
NEW END OF LOCAL DEPRESSION CASE B PER APWA STD. PLAN 313-1
TOP OF CURB
17 CONSTRUCT CONCRETE COLLAR PER APWA STD., PLAN 380-3.
5
EA
18 BREAK INTO WALL OF EXISITNG MANHOLE AND INSTALL 45" RCP
1
EA
19 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2.
2
EA
120 CONSTRUCT 18" RCP (D -LOAD PER PROFILE)
32
L. F.
21 BRICK AND MORTAR SEAL PER DETAIL HEREON
2
EA
�2 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL HEREON
4
EA
UTILITY PURVEYORS
'
RCP REINFORCED CONCRETE PIPE ENGINEERS NOTICE TO CONTRACTORS WATER WEST VALLEY WATER DISTRICT
CAOR C.L. CENTERLINE 855 W. BASELINE
I 90l COMPACTED NATIVE I CFS CUBIC FEET PER SECOND THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
1 BACKFILL 3" MAX SIZE FPS FEET PER SECOND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON RIALTO, CA
N: 92377
ATTENTION:
T CENTERLINE THESE PLANS ARE APPROXIMATE THE ENGINEER LON TASI
N DIP DUCTILE IRON PIPE ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF TELEPHONE (909) 875-1804
LAT LATERAL SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES
APWA AMERICAN PUBLIC WORKS ASSOCIATION WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SEWER CITY OF FONTANA
6" MIN INV INVERT SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY 8353 SIERRA AVE. w 8" MAX AND IRRIGATION COMPANIES PRIOR TO WORK TO
z0 � I 1 INT INTERSECTIONFONTANA, CA 92335
wI GRANULAR BEDDING P PROPERTY LINEATTENTION: CARLOS NAVARRO
NOT SHOWN HEREON, AND IS RESPONSIBLE FOR ANY
FROM SELECTED PUE PUBLIC UTILITY EASEMENT DAMAGE OR PROTECTION OF THESE LINES. PHASED TELEPHONE- (909) 350-6632
a TRENCH SIDE PVC POLY VINYL CHLORIDE UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL
MATERIALGAS SOUTHERN CALIFORNIA GAS COMPANY
(1" MAX SIZE) ELEV ELEVATION BE THE CONTRACTORS RESPONSIBILITY TO CLOSELY
R/W RIGHT OF WAY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY P 0 BOX 97
22.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
AFFECTED AGENCIES IMMEDIATELY.
STORM DRAIN --%.6'D'
m
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
STATION
3
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
BEEN PLACED, INSPECTED AND APPROVED.
GRANULAR BEDDING FROM SELECT
-q
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
29• ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
TRENCH MATERIAL FOR TRENCH
DEPTH GREATER THAN 10'. USE
: ►Jil
m
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
TO PAVING OF STREET.
1/2 CRUSHED ROCK.
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE
TELEPHONE PACIFIC BELL
�I
PRIOR TO PAVING OF STREET.
TRENCH BEDDING
DETAIL
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO
BC
BEGINNING OF CURVE
TO MATCH EXISTING CONCRETE. FINISHING GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
BASIS OF BEARINGS:
THE NORTH LINE OF THE SOUTHEAST 1/4 OF
SECTION 23 T.1 N R.6W S.B.M. SHOWN AS
N89059'18"W PER AMENDING TRACT MAP
NO.,13750 M.B. 250/48-66
LEGAL DESCRIPTION:
BEING A SUBDIVISION OF A PORTION
OF THE EAST 1/2 OF THE
SOUTHEAST 1/4 OF SECTION 23,
TOWNSHIP 1 NORTH, RANGE 6
WEST OF THE SAN BERNARDINO
BASE AND MERIDIAN, IN SAID
COUNTY.
BENCH MARK:
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 - 1508.56 (FEET)
OWNER/DEVELOPER
CENTEX HOMES
2280 Wardlow Circle, Ste 150
Corona, CA 92880-2896
Ph: (909) 279-4000
Fax: (909) 273-2100
TOLL FREE �� 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
34. MINIMUM D -LOAD FOR ALL RCP IS 1350.
35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE
INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN
VELOCITIES EXCEED 20 FPS. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL
BE fc=5000 psi FOR VELOCITIES EXCEEDING 20 FPS AND fc=6000 psi FOR VELOCITIES
EXCEEDING 30 FPS.
REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE
UCO2D DRAWING I 4(l�l
NOTES • NTS
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 AGGREGATE BASE ALL
TRENCHES LESS THAN 100' IN LENGTH.
NOTE: COMPACTION SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
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.
SEAL -ENGINEER
S
SEWER LINE
COMPANIES. THE CONTRACTOR SHALL CALL IN A
SAN DIMAS, CA 91773
STA
STATION
LOCATION REQUEST TO UNDERGROUND SERVICE ALERT
ATTENTION: DAN RENDLER
ST. STA
STREET STATION
USA. PHONE 1-800-227-2600 TWO 2) WORKING
( ) (
TELEPHONE (909) 335-7760
3
SD
STORM DRAIN LINE
DAYS PRIOR TO DIGGING . NO CONSTRUCTION PERMIT
STD.
STANDARD
ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE
TELEPHONE PACIFIC BELL
�I
EC
END OF CURVE
VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE
APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER
3939 E. CONORADO ST., 2nd FLOOR
BC
BEGINNING OF CURVE
ISSUED BY U.S.A. THE ESTIMATED QUANTITY FOR EACH
ANAHEIM, CA 92807
PRC
POINT OF REVERSE CURVATURE
SPECIFIC ITEM OF THE WORK DESIGNATED ON THE
ATTENTION. LARRY SIGNAIGO
_jI
P.E.
PAD ELEVATION
PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY
TELEPHONE. (714) 666-5500
M
M.H.
MANHOLE
AND NO GUARANTEE IS MADE THAT THE QUANTITIES
BOT.
BOTTOM
WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED
ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANYo
GB
GRADE BREAK
ON THE DETAILS AND DIMENSIONS SHOWN ON THE
7951 REDWOOD AVE
PLANS, WILL EQUAL THE ESTIMATED QUANTITIES.
TC
TOP OF CURB
FONTANA, CA 92336
ro
PROP.
PROPOSED
THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE
ATTENTION. HAL STEWART
EXIST.
EXISTING
ENGINEER ONLY FOR THE CONVENIENCE OF THE
TELEPHONE: (909) 357-6231
0 o
W
WATER LINE
OWNER, THE CONTRACTOR SHALL MAKE HIS OWN
a
WS
WATER SURFACE
DETERMINATION AND BE RESPONSIBLE FOR HIS OWN
CABLE ADELPHIA
C, 0
450.00
INDICATES EXISTING ELEVATION
CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID.
1260 DUPONT ST.
L
% -'
450.00
INDICATES PROPOSED ELEVATION
ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED
0
ESS/��
����Oo rRZHUR c-'C�y�
z
�i No. 31681 z�
* Exp. 12/31/04 *
�lF CIVI, F�
�
OF, CALF
BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED ONTARIO, CA 91761 0 E
IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED ATTENTION: KIM CHITWOOD �
LO
AS INCLUDED IN THE OTHER ITEMS OF WORK. TELEPHONE (909) 350-6731 PO &
0
Fbrenm,
CITY OF FONTANA, CALIFORNIA w�
H�a�llll & Inc. PON�[,(�'COYOTE CANYONLO
Civil Engineering • Planning • Surveying • Public Works
DRAWN BY: / L
9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 TRM STORM DRAIN IMPROVEMENT PLANS SCALE NTS Q
PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: TI E SHEET DATE ui
TRM APRIL 2004 0
Iz
EBC APPR BY �
DRAWING NO.: o4//4/O
HA LD A N,P.E. R.C.E. 1681 DATE [!!RD
3429 0
CITY ENGINEER R.C.E. 51152 DATE: `D _j