HomeMy WebLinkAbout3710-1M
GENERAL NOTES
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 SPECIFlC477ONS 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 /N THE "GREEN BOOK", THE CONTRACTOR
SHALL IMMEDIATELY REPORT SND CONFLICT TO 7HE CITY ENGINEER FOR RESOLUTION.
J. 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. CONSTRUC77ON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMEK ENGINEERING DMSION PRIOR TO THE START OF ANY WORK, INSPECTION COORDINA77ON
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 ANNUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
Z IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO ANINTA/N 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 /N DEPTH FROM THE CALIFORNIA STATE DMSION OF INDUSTRIAL SAFETY.
9. 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 DMSION OF INDUSTRIAL SAFETY OF THE STATF OF CALIFORNIA. TRENCHES LESS
THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
10. NO AWTERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORA4770N, 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 DAANGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
12. THE CONTRACTOR SKULL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT
NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIG4770N,
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL U77UTY
COMPANIES SHALL BE GIVEN TWO WORKING DAYS N0710E PRIOR TO WORK AROUND THEIR FACILITIES
13. THE CONTRACTOR SKULL NOT OPERATE ANY FIRE HYDRANT OR WATER MNN 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 SKULL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE PRESERVA77ON OF BENCHANRKS AND CONSTRUCTION CONTROL STAKING DURING
CONSTRUCTION.
16. THE CONTRACTOR SKULL 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 ANRKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED
LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE 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.
18. THE CONTRACTOR SKULL AN/NTA/N ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A
MINIMUM 12 FOOT LANE SKULL BE AN/NTA/NED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
RESIDENTS AND EMERGENCY VEHICLES
19. THE CONTRACTOR SHALL PROVIDE AND AN/NTA/N AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING
ADEQU47F WATERING, AT ALL TIMES
20. THE CONTRACTOR SKULL NOT CAUSE ANY EXCAVATED AN7FRIAL, MUD, SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVA7E PROPERTY ADJACENT TO 7HE 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 GE07FCHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION, FAILURE TO OBTAIN THE
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL 7HE
SPECIFIED DENSITY IS OBTAINED.
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING S7REET
IMPROVEMENTS UPON INSPECTION OF 7HE SIZE, THE CITY ENGINEER ANY REQUIRE 7FMPORARY
NON-ERODEABL£ SWALES ENTERING OR LEAVING IMPROVEMENTS
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO ANTCH
EXISTING CONCRETE r
25. NO OPEN TRENCH SKULL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE
CITY ENGINEER.
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SKULL EXPOSE EXISTING FACILII7ES, AND VERIFY ELEVA77ON
AND LOC477ON OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXIS77NG FACILITIES DOES NOT
IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON 7HE PLANS.
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE
CONTRACTOR SKULL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
28 NO CONCRETE SKULL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
IN/SPEC70 AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OR STREETS:
30. APPROVED SOILS STFRILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. ALL ANNHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE
BY 7HE PAVING CONTRACTOR UPON COMPLET70N OF PAVING.
32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,
AND OTHER TRAFFIC CON7ROL DEVICES TO THE S477SFAC77ON OF THE CITY M4MC ENGINEERING.
33. AS-BULIT DRAWINGS SHALL BE PROVIDED BY 7HE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO 7HE CITY ENGINEER.
34. THE CONCRE7E COA77NG ON THE INSIDE OF ALL REIFORCED CONCRETE PIPES MUST BE
INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN 7HE
DESIGN VELOC177ES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN S7ENGTH IN
I De_ � (I
THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER
SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. DIAL
35. MINIMUM D -LAAO FOR ALL R.C.P. IS 1350. BEFORE
YOU DIG
36. ADVANCE CONS7RUC77ON SIGNING INDIC477NG DURATION OF PROJECT SHALL BE IN TOLD FREE
PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. A PUSUC BVI'
M. W. D. CONSTRUCTION NOTES:
.
Cl TY
OF
FON TA NA
1. NOTIFY MR. JOE M/BONE OF M.W.D. S WATER SYSTEM OPERATIONS
0239-141-004
FROM
TO
GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORK/NG
DESCRIPTION
1
OF
DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE TORN
VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY.
DRA IN
IFNP 1? 0 VEM TP A
ij��:: 9c 111 11111 L R
2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING,
WITH A MIN/MUM 4 FEET OF COVER, DURING CONSTRUCTION,
WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS AfASTER
PLAN
LINE
AND
LINE
NO GREATER THAN THOSE IMPOSED BY A LARDED CATERPILLAR
657E OR A 666B SCRAPER MAY OPERATF OVER THE PIPELINE,
PROVIDED THE GROUND lS/NED IN A SMOOTH CONDITION
ON BOTH SIDES OF THE PIPELIELINE. LINE B FROM SUMMIT A VENUE TO 3
NE
J. A LIST AND FNS OF ALL CONSTRUCTION EQUIPMENT LINE C FROM LINE 83 10+00 TO 23+78.47
PROPOSED TOO BEEUSED USED OVER THE PIPELINE MUST BE SUBMITTED
FOR MWD - 'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR
TO CONSTRUCTION.
4. ALL M.W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR
TO ANY CONSTRUCTION WORK. WHEN A MANHOLE OR OTHER M.W.D.
FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION,
THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES.
5. THE FOLLOWING LOADING RESTRICTIONS APPLY•
RIALTO P/PEUNES
THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY
MODE WITHIN 3O FEET OF THE CENTERLINE OF THE PIPELINE. WHEN THE COVER IS
A MINIMUM OF 4 FEET AND NO GREATER THAN THAT SHOWN IN THE FOLLOWING TABLE,
ALL OF THE LISTED EQUIPMENT EXCEPT THE CAT SCRAPER ANY OPERATE OVER THE
RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW.
EXCEPT WHERE RESTRICTIONS APPLY ON THE TABLE BELOW, WHEN THE COVER IS A
MINIMUM OF 5 FEET AND NO GREATER THAN SHOWN ON THE FOLLOW/NG TABLE, AND
WHEN THE GROUND IS MAINTAINED IN A SMOOTH CONDITION WITH A UNIFORM SLOPE
FOR THREE VEHICLE LENGTHS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCRAPERS
ANY OPERATF OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE
TABLE BELOW.
RIALTO PIPELINE STATIONS
MAX COVER
CONSTRUCT 84" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 1,043
ALLOWABLE LOAD
7j,.N.
0239-141-004
FROM
TO
FEET
DESCRIPTION
1
OF
9
3648+00
3648+55
12
ALL LISTED
EQUIPMENT WITH MINIMUM COVER
RE57RIC77ONS
STA. 10+00
TO 20+00
B. C.
BEGIN CURVE
LIST5D
EQUIPMENT WITH MINIMUM COVER
RESTRICTIONS
BEG. VER 77CAL CURVE
JS49+99
3650+47
12
ALL LISTED
IPM NT WITH MINIMUM COVER
RES7RIC77ONS
C.B.
3650+4
J652+0
14
ALL LISTED
EQUIPMENT WITH MINIMUM COVER
RESTRICRONS
9
+6J
J660+79
12
ALL LISTED
EQUIPMENT WITH MINIMUM COVER
RES7RICTIONS
LATERAL
3660+79
3662+41
12
ALL LISTEDEQUIPMENT
WITH MINIMUM COVER
RESTRIC77ONS
END VER77CAL CURVE
3662+41
3663+00
10
ALL LISTED EQUIPMENT EXCEPT CAT 631E SCRAPER WITH
MIN/MUM COVER RESTRICTIONS
+00
.3611+00
23 1
ALL LISTEDEQUIPMENT
WITH MINIMUM COVER
R STRICTIONS
b
Q I
EQUIPMENT THAT IMPOSE LOADS GREATER THAN THOSE OF AN AASHTO H-20 §! : _ 1
VEHICLE MUST NOT BE OPERATED WITHIN 20 FEET OF THE EXISTING MANHOLES qK
STRUCTURES AND BETWEEN STATIONS 3662+15 AND 3662+50. )K -
CITY OF FONTANA UTILITY NOTIFICATION LIST t
CITY' OF FONTANA SBC METROIPAUTAN WATER �ISTRICT
AT77V BRIAN WREN ATIN. JAMES 27ELINSKI WATER SYSTEM OPERATION GROUP
8353 SIERRA AVENUE 1265 N. VAN BUREN STREET ATTIC• .AAE M/RANE
FONTANA, CA 92335 {
S
(909) 350-6632 Ul TE1 � (909) 776-2664
ANAHEIM, CA 92807 0^0
SO. CALIFORNIA GAS COMPANY (714) 666-5415 �
ATTN. JACK JARWS SAN GABRIEL VALLEY
16231 VALLEY BLVD.O
FONTANA, CA. 92335 ADELPHIA (CABLE TV) MUNICIPAL WATER DISTRICT 2
[909) 428-8411 ATTN: JACK HAYES ATTN: DAVE JOHNSON
EMERGENCIES: (800) 427-2200 1205 DUPONT AVENUE 549 EAST SIERRA MADRE AVENUE Vi
SO. CALIFORNIA EDISON COMPANY ONTARIO, - 47338 6 P. 0.5A
1299 02-1299 PEI {
7951 REDWOOD AVE. (909) 390-
FONTAAK CA. 92335 (909) 969-7911 2
VERIZON
909 820-5598 -UNDERGROUND � I
90 875-5100 - 7RANSMISSIONS ATTIV: STEVE HOCK WEST VALLEY WATER DISTRICT
21 637-1233 - PIPELINES 1400 E. PHILLIPS BLVD. ATTY. LON TSAI
90 357-6233 - DISTRIBU77ON POMONA, CA. 91766 855 W. BASELINE ROAD -
(909) 469-6327 RIALTO, CA 92377
CRAWI-ORD CANYt�N MUTUAL WATER CO.
ATTN: BASIL J. FABR/ZIO FONTANA WATER COMPANY v h
(909) 463-9580 ATTN: MICHAEL J. McGRAW I
WEST SAN BERIWRDINO WA TER 8440 NUEVIO AVENUE I
UNDERGROUND SERVICE ALERT FONTANA, CA 92335 A.P.N. 0226-092-0421 ii
(800) 422-4133 TEL: (909) 822-2201 1
FAX. • (909) 823-5046
o �
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
7HE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND U77LI77ES OR S7RUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST y
OF OUR KNOWLEDGE, 7HERE ARE NO EXIS77NG U77LI77ES EXCEPT THOSE SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES
TO PR07ECT 7HE U77LITY LINES SHOWN ON ]HESE DRAW/NGS. THE CONTRACTOR FURTHER
ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR 7HE U77LITY PIPES, CONDUITS OR W
STRUCTURES SHOWN OR NOT SHOWN ON ]HESE DRAW/NGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETF RESPONSIBILITY
FOR THE JOB S17E COND177ONS DURING 7HE COURSE OF CONS7RUC71ON OF THIS J
PROJECT,• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, • THAT THIS SKULL APPLY I
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE A: W)
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND 7HE ENGINEER la H I
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE A.P.N. 0226-092-0651-"t,
PERFORUWCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILl7Y ARISING FROM THE y o o
SOLE NEGLIGENCE OF 7HE OWNER OR THE ENGINEER. 2N
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS I
THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY N
DISCREPANCIES BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. -
CONTRACTOR SHALL COMPLY W17H ALL N.P.D.E.S REQUIREMENTS
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WA7ER VALVE BOXES,
U77LITY BOXES AND LIDS, ETC.
FINAL GRADE CERTIFICATION SHALL BE PROVIDED TO THE BUILDING AND SAFETY
INSPECTOR PRIOR TO FINAL INSPEC77ON.
A.PI . 0239-131-006
V
2
J
l
A+ 0239-131-047
A.+ 0239-131-049
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE
MATERIAL (I- MAX. SIZE).
N
N
a
a
R
C'41
w
1: 1 SLOPE OR FLATTER
OR ADEQUATE SHORING
90% COMPACTED
NA AVE BACKFILL
6' MAX. SIZE
II .
III
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
STORM DRAIN PIPE
� � o
N07FS.
1Z0.6'D' 111-111-
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FAR PIPE
10' OR GREATER IN DEPTH USE
1/2' CRUSHED STONE BEDDING
TRENCH DETAIL
1. TRENCH WIDTH SHALL BE CONTROLLED 4. COMPACTION SHALL BE 90X IN ALL
TO TOP OF PIPE ZONE. ZONES UNLESS 0774ERWISE SPECIFIED.
2 TRENCH DEPTHS OF GREATER THAN 5' TRENCH STABILITY SHALL CONFORM
SHALL HAVE ADEQUATE SHORING TO CAL -OSHA REQUIREMENTS
J. CLASS If AGG BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
AIN. 0239-141-006
- SCALE IN FEET
0 300 600 9
A. N.
0239-141-005
CONSTRUCT 84" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 1,043
LF
7j,.N.
0239-141-004
SHEET
( -CONSTRUCT 42" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
v ice, THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
No. 3%37 C
DESCRIPTION
1
OF
9
TITLE SHEET
LEGEND
1
OF
A. C.
ASPHALTIC CONCRETE
STA. 10+00
TO 20+00
B. C.
BEGIN CURVE
A. ON.
0239-141-003
B - VC-
BEG. VER 77CAL CURVE
4
OF
B. W.
BACK SIDEWALK
p
TO 37+47.88 & LINE C STA. 10+00 TO 14+50
C.B.
CATCH BASIN
9
LINE C STA. 14+50
C.L.
CENTERLINE
OF
9
E. C,
END CURVE
3
7
E.P.
EDGE PAVEMENT
LATERAL
PROFILES
E. G
EDGE GRADE
OF
9
E. V C.
END VER77CAL CURVE
9
F. L.
FLOW LINE
-
F. S.
FINISH SURFACE
A.P N.
0239-141-002
G B•
GRADE BREAK
I
H.P.
HIGH POINT
INV.
INVERT
0. C.
ON CURVE
SUblld l
SHEET INDEX
SCALE. 1 "=300'
2
VICINITY MAP
NOT TO SCALE
w
J
Q
U
N
0
F-
0
z
CONSTRUCTION NOTES:
07Y Z UNIT:
CONSTRUCT 84" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 1,043
LF
1Q a�ONSTRUCT 78" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN)..
SHEET INDEX
SHEET
( -CONSTRUCT 42" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
v ice, THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
No. 3%37 C
DESCRIPTION
1
OF
9
TITLE SHEET
416
2
OF
9
LINE B3
STA. 10+00
TO 20+00
3
OF
9
LINE B3
STA. 20+00
TO 30+40
4
OF
9
LINE B3
STA. 30+40
TO 37+47.88 & LINE C STA. 10+00 TO 14+50
5
OF
9
LINE C STA. 14+50
TO 23+78.47
6
OF
9
LATERAL
PROFILES
7
OF
9
LATERAL
PROFILES
P.O. BOX 670
8
OF
9
PETAILS
PHONE: (909) 985-0971
9
OF
9 IDETAILS
-
CONSTRUCTION NOTES:
07Y Z UNIT:
CONSTRUCT 84" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 1,043
LF
1Q a�ONSTRUCT 78" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN)..
1 CO
LF &
( -CONSTRUCT 42" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
v ice, THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
No. 3%37 C
LF
6�-CONSTRUCT 36" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
53
LF
(a -CONSTRUCT 24 " R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
416
LF
CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN 300-2. (W SHOWN ON PLAN)
11
EA
9a -CONSTRUCT M.H. PER A.P. W.A. STD. PLAN 320-1 � DETAIL SHOWN ON SHT. 8.
6
EA
J'
CONSTRUCT M. H PER A.P. W.A. S7D. PLAN 322-1 SHOWN ON SHT 8.
ZDETA;L
2
EA
11 CONSTRUCT PER
2 w _ 101107
�/
J.S. A.P. W.A. S7D. PLAN 331-2 PER DETAIL SHOWN ON SHT. 8.
4
EA
CONSTRUCT J.S. PER A.P.W.A. STD. PLAN 332-1 PER DETAIL SHOWN ON SHT. 9.
6
EA
1200 CONSTRUCT TS. PER A.P.W.A. STD. PLAN 340-1 PER DETAIL SHOWN ON SHT. 9.
4
EA
fi�4 CONSTRUCT DOUBLE BRICK & MORTAR BULKHEAD PER DETAIL SHOWN ON SHT. 9.
6
EA
1Q 115 CONS7RUCT P.C.C. COLLAR PER A.P. W.A. S7D. PLAN 380-2 PER DETAIL
SHOWN ON SHT 9.
10 `
EA D1
UPLAND, CA. 91785-0670
P. C. C.
(R)
PORTLAND CEMENT CONCRETE
RIDGE UNE
RECORD [3 RAW I N G
y
R
RIGHT OF WAY
�� ,,
TAN.
TANGENT
v ice, THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
No. 3%37 C
T.C.
TOP OF CURB
PART, ON TWF BASIS OF INFORMATION! COMPILED AND
1+. FURNISHED
W
WDTH
BY OTHERS. THE ENGINEF R WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
V
VER 77CAL DEPTH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
(590.77)
INDICATES EXIS77NG ELEVA770M
A RESULT THEREOF
590.77
INDICA IES PROPOSED ELEVA 77ON
2 w _ 101107
�/
INDICATES SLOPE 2. 1
_
{�
®
AC PAVEMENT
OWNER/DEVELOPER:
®
REMOVAL
®
GRIND
S.C. FONTANA DEVELOPMENT CORPORATION
EDGE OF PAVEMENT
1156 N. MOUNTAIN AVENUE
UPLAND, CA. 91785-0670
BENCH MARK.,f 8-17
BASIS OF BEARINGS
P.O. BOX 670
CACTRANs arWQ*fARK X17 A.,r ,_
,,,� m„ YA,,,�
PHONE: (909) 985-0971
JA126-2013Wturm%,SM1.dwo. 1228/2005 3:33:52 PM. Emie. Emie