HomeMy WebLinkAbout2690-1GENERAL NOTES
A
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
PLANS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR Z Z1A49 PUBLIC WORKS CONSTRUCTION, LATEST EDITION._ m < 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA HIGHLAND AVENUE�
ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS.
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS 3 N 'a
PRIOR TO THE START OF ANY WORK. CALL (909) 350-7610 E W CITY
3. THE CONTRACTOR SHALL NOT OPERATE ANY WATER MAIN VALVES. CONTRACTOR 5 PACIFlC RAILROAD FONTANA
m
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE E A OENUE BASELINE AVENUE
OPERATIONS AND WATER ' REQUIREMENTS.
Q
RRANCHO
TY OF
4. STATIONING REFERS TO THE CENTERLINE OF SEWERS EXCEPT WHERE OTHERWISE CUCAMONGA
NOTED. AUE A�4�
5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. SITE
6. THE LOCATIONS OF PUBLIC UTILITIES "SHOWN HAVE BEEN DETERMINED FROM FDOTHILL AVENUE
AVAILABLE INFORMATION. HOWEVER., IT SHALL BE THE RESPONSIBILITY OF THECOUNTY OF SAN BERNARDINO
CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF
ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY
OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE I.I. HI w
k[
ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-422-4133.
7. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6 INCHES
BELOW FINISHED GRADE BY THE SEWER CONTRA
CPTY FOMTAMA
SEWER PLANS
TRACT 15959 A �1
STD. MANHOLE
FRAME & COVER
PER STD. DETAIL 109
VARIES
TO THE CIVIL ENGINEER.
22. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY r'
WITHOUT PRIOR APPROVAL OF, THE CITY ENGINEER. TOP OF CONE
INDEX MAP
SCALE: 1 =200
FUTURE FINISH
FUTURE
12" PAVEMENT
MIN EXIST. AC. PVMT.
y " = Z
N Q %'
23. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE
PROVISIONS OF THE ASTM DESIGNATION C700-89 FOR V.C.P
.:_ Q _
24. MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA
STANDARD DETAIL 112. 'CONCRETE FOR THE BASE SLAB SHALL BE CLASS 560-B-3250. J
STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO Q R E C O R D DRAINING �
BE PER CITY OF FONTANA STANDARD DETAIL 109. TYPICAL DETAIL
i
25. 'TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" The information on this drawing is obtained tram others and MANHOLE IN PAVED STREET
must be verified in the Feld by an�'a;�e prior to use or
BELOW THE GROUND SURFACE. WHEN THE PUBLIC UTILITY EASEMENTS EXIST NEXT TO mus construction. verified
HALL & FOREMAN, INC. o not rior to use for
THE STREET ROW, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS
MEASURED FROM THE UTILITY EASEMENT. underground facility locations ordepictions.All above rohn� E E NGINE R' E PRIVATE S NOTICE TO CONTRACTORS
faciiides can be readily seen and verified by the parties that
26. NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS UNLESS SHOWN ON PLANS. intend to use same. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
LOCATION OF THE' SEWER LATERAL UTILITY PURVEYORS: AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
28. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL ELECTRIC GAS CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 SOUTHERN CALIFORNIA GAS CO. ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
FEET FROM THE PREVIOUS MANHOLE,,SEE CITY OF FONTANA STANDARD DETAIL 128 SOUTHERN CALIFORNIA EDISON CO. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
FOR TERMINAL CLEANOUT. 300 N. PEPPER AVE. 1981 LUGONIA AVE.
RIALTO, CA. 92376 REDLANDS, CA 92374 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE 29. -ALL 4" HOUSE LATERALS SHALL BE INSTALLED ATA 2% MINIMUM GRADE UNLESS UNDERGROUND: (909) 357-6233 (909) 335-7744 OWNER OR THE ENGINEER.
OTHERWISE APPROVED BY THE CITY ENGINEER. TRANSMISSIONS: (909) 875-5100 ATTN JOHN OATES
30. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, PIPELINES: (213) 657-1233 EMERGENCIES: (800) 427-2200 UNDERGROUND UTILITIES & STRUCTURES
AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF DISTRIBUTION: (909) 357-6233 CABLE CO. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
CONNECTIONS TO EXISTING FACILITIES.DOES NOT IMPLY CORRECTNESS OFSTRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF
ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. WATER COMCAST CABLE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
CUCAMONGA COUNTY WATER DISTRICT 1205 DUPONT AVE. EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF 9641 SAN BERNARDINO ROAD ONTARIO, CA. 91761 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, RANCHO CUCAMONGA, CA. 91729 (909) 390-4738 PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
DURING EXCAVATION AND GRADING. ATTN: JAMES CLINE ATTN: JACK HAYES OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
32. THE CONTRACTOR SHALL'BE FULLY RESPONSIBLE -FOR THE LOCATION AND (909) 483-7440 CAUTION: "TME ENGINEER PREPARING THESE PLANS WILL NOT BE
PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS TELEPHONE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF
OR NOT. I THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
i PACIFIC BELL MUST BE APPROVED BY THE PREPARER OF THESE PLANS."
33. 'RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE 4025 LA PALMA STREET
USED FOR SETTING MANHOLE RINGS. ANAHEIM, CA. 92807 QFpFESS;� ,
34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES (714) 237-6146 ego eo`;
CONCERNED WITH THE RELOCATION OF THE FACILITIES LOCATED WITHIN THE AREA TO Ate: DELIA LERMA
BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING SEWER " No. s`
CONSTRUCTION..,, C44M
{z E9612 -31 -ns
35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT CITY OF FONTANA
MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 8353 SIERRA AVE. ��glFoI�G�-
FONTANA, CA. 92335 CAL
36. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, (909) 350-6632
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. ATTN: CARLOS NAVARRO
' dd d ''Rt*;••d 0...+:. o,�" Rd
CTOR AND SHALL BE RAISED TO
GRADE BY THE PAVING CONTRACTOR, UPON COMPLETION OF PAVING.
1 1/2-
VICINITY MAP
8.
ALL VALVE BOXES AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISH
3 4"
100
ITEM
GRADE BY THE WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY THE
DESCRIPTION
20-60
NO. 4
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
UNIT
0-5
9.
REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL
i-
ZONE EXCEEDS THE MAXIMUM
15959
N0. 129.
37.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS
O1
INSTALL 8"
EXTRA STRENGTH VCP SEWER.
CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE
10.
THE CONTRACTOR(S)SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
EXCAVATION.
ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
COMPANIES AND SERVICE PROVIDERS INCLUDING, BUT NOT LIMITED TO, GAS,
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
CONSTRUCT
TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE
STD. DETAILS 109 AND112.
4
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND
38.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS
EA
FLOOD CONTROL.
O3
OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING
4" V.C.P. HOUSE LATERAL - EXTRA
STRENGTH PER CITY STD. 125.
CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A
11.
AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
REGISTERED CIVIL ENGINEER, WITH RCE NUMBER BELOW 33965, OR A
OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
INSTALL 8"
LICENSED LAND SURVEYOR ONLY.
12.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
39.
LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE
35
BEEN PLACED, INSPECTED AND APPROVED.
LF
SOILS ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE
13.
THE WALLS AND FACES ,OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN
CONCRETE ENCASEMENT PER DETAIL
SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE
PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING
GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAT FIVE (5) FEET SHALL
IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE
CONTRACTOR TO NOTIFY ENGINEER
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
PRIOR
IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
14.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
40.
ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE
WORK IN NOTE ABOVE FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL
AND INSPECTED PRIOR TO PAVING, INCLUDING, BUT NOT LIMITED TO
SAFETY. SEE "STANDARD SPECIFICATIONS" SECTION 306-1.1.6.
THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
15.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITYS
41.
ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND
INSPECTOR.
DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING
OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF
16.
THE CONTRACTOR SHALL NOT CAUSE . ANY MUD, SILT OR DEBRIS
THE CITY ENGINEER.
QUANTITY ESTIMATES ON THESE PLANS ARE PROVIDED ONLY FOR THE CONVENIENCE OF
42.
ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED
THE OWNER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF
IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS,
CONSTRUCTION QUANTITIES FOR BIDDING PURPOSES. ANY ITEM OF WORK REQUIRED BY
LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON
THESE PLANS, WHICH IS, NOT .SPECIFICALLY LISTED IN THE BID FORM, SHALL BE
HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS.
CONSIDERED AS INCIDENTAL TO AND INCLUDED ' IN THE OTHER ITEMS OF WORK FOR
PAYMENT PURPOSES.
43.
ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE
17.
'
, THE SOILS ENGINEER.SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS
OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION
STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LO ATED
REQUIRED BY THE INSPECTOR., FAILURE TO OBTAIN -THE REQUIRED DENSITY SHALL
WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS
CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE E
OBTAINED.
CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED
18.
ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY ENGINEER.
BEFORE CONSTRUCTION BEGINS.
19.
ADEQUATE CONTROL. STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
44.
USE V.C.P. COMPRESSION JOINTS WHERE HORIZONTAL SEPARATION
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL
BETWEEN SEWER AND WATER IS LESS THAN 10 FEET.
BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING
45.
REFER TO CITY OF FONTANA STD. DETAIL 131 FOR CITY OF
DURING CONSTRUCTION.
FONTANA STD. TRENCH REPAIR.
20.
CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES, AND SWALES FROM UNDERMINING
46.
SEWER & WATER LAT. MAY HAVE 5' OF SEPARATION PER
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY
CUCAMONGA COUNTY WATER DISTRICT.
REQUIRE TEMPORARY GUNITE SWALES• ENTERING OR LEAVING IMPROVEMENTS.
47.
ALL VCP PIPE FITTINGS SHALL BE EXTRA -STRENGTH.
21.
• THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS
NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION
CPTY FOMTAMA
SEWER PLANS
TRACT 15959 A �1
STD. MANHOLE
FRAME & COVER
PER STD. DETAIL 109
VARIES
TO THE CIVIL ENGINEER.
22. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY r'
WITHOUT PRIOR APPROVAL OF, THE CITY ENGINEER. TOP OF CONE
INDEX MAP
SCALE: 1 =200
FUTURE FINISH
FUTURE
12" PAVEMENT
MIN EXIST. AC. PVMT.
y " = Z
N Q %'
23. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE
PROVISIONS OF THE ASTM DESIGNATION C700-89 FOR V.C.P
.:_ Q _
24. MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA
STANDARD DETAIL 112. 'CONCRETE FOR THE BASE SLAB SHALL BE CLASS 560-B-3250. J
STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO Q R E C O R D DRAINING �
BE PER CITY OF FONTANA STANDARD DETAIL 109. TYPICAL DETAIL
i
25. 'TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" The information on this drawing is obtained tram others and MANHOLE IN PAVED STREET
must be verified in the Feld by an�'a;�e prior to use or
BELOW THE GROUND SURFACE. WHEN THE PUBLIC UTILITY EASEMENTS EXIST NEXT TO mus construction. verified
HALL & FOREMAN, INC. o not rior to use for
THE STREET ROW, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS
MEASURED FROM THE UTILITY EASEMENT. underground facility locations ordepictions.All above rohn� E E NGINE R' E PRIVATE S NOTICE TO CONTRACTORS
faciiides can be readily seen and verified by the parties that
26. NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS UNLESS SHOWN ON PLANS. intend to use same. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
LOCATION OF THE' SEWER LATERAL UTILITY PURVEYORS: AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
28. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL ELECTRIC GAS CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 SOUTHERN CALIFORNIA GAS CO. ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
FEET FROM THE PREVIOUS MANHOLE,,SEE CITY OF FONTANA STANDARD DETAIL 128 SOUTHERN CALIFORNIA EDISON CO. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
FOR TERMINAL CLEANOUT. 300 N. PEPPER AVE. 1981 LUGONIA AVE.
RIALTO, CA. 92376 REDLANDS, CA 92374 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE 29. -ALL 4" HOUSE LATERALS SHALL BE INSTALLED ATA 2% MINIMUM GRADE UNLESS UNDERGROUND: (909) 357-6233 (909) 335-7744 OWNER OR THE ENGINEER.
OTHERWISE APPROVED BY THE CITY ENGINEER. TRANSMISSIONS: (909) 875-5100 ATTN JOHN OATES
30. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, PIPELINES: (213) 657-1233 EMERGENCIES: (800) 427-2200 UNDERGROUND UTILITIES & STRUCTURES
AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF DISTRIBUTION: (909) 357-6233 CABLE CO. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
CONNECTIONS TO EXISTING FACILITIES.DOES NOT IMPLY CORRECTNESS OFSTRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF
ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. WATER COMCAST CABLE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
CUCAMONGA COUNTY WATER DISTRICT 1205 DUPONT AVE. EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF 9641 SAN BERNARDINO ROAD ONTARIO, CA. 91761 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, RANCHO CUCAMONGA, CA. 91729 (909) 390-4738 PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
DURING EXCAVATION AND GRADING. ATTN: JAMES CLINE ATTN: JACK HAYES OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
32. THE CONTRACTOR SHALL'BE FULLY RESPONSIBLE -FOR THE LOCATION AND (909) 483-7440 CAUTION: "TME ENGINEER PREPARING THESE PLANS WILL NOT BE
PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS TELEPHONE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF
OR NOT. I THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
i PACIFIC BELL MUST BE APPROVED BY THE PREPARER OF THESE PLANS."
33. 'RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE 4025 LA PALMA STREET
USED FOR SETTING MANHOLE RINGS. ANAHEIM, CA. 92807 QFpFESS;� ,
34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES (714) 237-6146 ego eo`;
CONCERNED WITH THE RELOCATION OF THE FACILITIES LOCATED WITHIN THE AREA TO Ate: DELIA LERMA
BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING SEWER " No. s`
CONSTRUCTION..,, C44M
{z E9612 -31 -ns
35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT CITY OF FONTANA
MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 8353 SIERRA AVE. ��glFoI�G�-
FONTANA, CA. 92335 CAL
36. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, (909) 350-6632
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. ATTN: CARLOS NAVARRO
' dd d ''Rt*;••d 0...+:. o,�" Rd
1-0� rrl �o d3
1 1/2-
CONSTRUCTION NOTES & QUANTITIES:
10
-
3 4"
100
ITEM
90-100
DESCRIPTION
20-60
NO. 4
QUANTITY
UNIT
0-5
REVISIONS APPROVAL
DATE APPROVAL DATE
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN
10 MAX
6" MAX SIZE
NATIVE SOIL
COMPACTED 90%
1/2 CRUSHED
STONE BEDDING
PER STD. SPECS.
FOR PUBLIC WORKS
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN ABOVE
-A.C. PAVEMENT PER CITY REQUIREMENT:
BASE MATERIAL PER CITY REQUIREMENTS
24"
{ -z z T1fP.
Ld
wz ib EXIST. A.C. PVMT.
UN
U) NATIVE OR IMPORTED BACKFILL /
v W w AT CONTRACTOR'S OPTION TO BE /
BROUGH UP IN LIFTS AND
N COMPACTED PER SPECIFICATIONS. \
SEE NOTE 5 ONE SACK SLURRY
r SEE NOTE 5
1/2 CRUSHED TO UNDISTURBED SOIL iv
z STONE BEDDING SEE NOTE 3
N PER STD. SPECS.
FOR PUBLIC WORKS 1/2
CL USHED
CONSTRUCTION t STONERBEDD NG
CL $1 o p TABLE 200-1.2(A) o Q p• ,• , •�
' PER SM. SPECS.
' O + PIPE SUBGRADE '•: •3 O �•' FOR PUBLIC WORKS
., 0 4-il
:i o- p CONSTRUCTION
SEE NOTE "I SEE NOTE '1 TABLE 200-1.2(A)
WD h{ PIPE FOUNDATION WIDTH SHOWN AT LEFT
V1 VJ
W w
a FOR UNSTABLE SOIL j FOR UNSTABLE SOIL
CONDITION SEE NOTE 4 CONDITION SEE NOTE 4
PIPE BASE 1" TO 1.5" MAX. GRAVEL AS DIRECTED PIPE BASE
6" MIN. FOR PIPES 12' AND LARGER 6" MIN. FOR PIPES 12" AND LARGER
4" MIN. FOR PIPES 10" OR SMALLER 4" MIN. FOR PIPES 10" OR SMALLER
TYPICAL NORMAL BEDDING OVERWIDTH BEDDING
V.C.P. PIPE BEDDING AND TRENCH DETAILS
NOTES:
TABLE 200-1.2(A) 1 TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL BE
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1/2-
CONSTRUCTION NOTES & QUANTITIES:
10
-
3 4"
100
ITEM
90-100
DESCRIPTION
20-60
NO. 4
QUANTITY
UNIT
0-5
ASTM C TEST GRADING
B
i-
ZONE EXCEEDS THE MAXIMUM
15959
15959-1
o
O1
INSTALL 8"
EXTRA STRENGTH VCP SEWER.
BY THE CITY REPRESENTATIVE ON
THE BASIS OF OVERWIDTH
950
EXCAVATION.
990
LF
O2
CONSTRUCT
STD. PRE -CAST MANHOLE PER CITY
STD. DETAILS 109 AND112.
4
6
EA
X X
O3
CONSTRUCT
4" V.C.P. HOUSE LATERAL - EXTRA
STRENGTH PER CITY STD. 125.
1054
923
LF
O4
INSTALL 8"
DUCTILE IRON PIPE
129
35
LF
O5
CONSTRUCT
CONCRETE ENCASEMENT PER DETAIL
ON SHT. 5
10
-
LF
OTE
CONTRACTOR TO NOTIFY ENGINEER
OF ANY DISCREPANCY WITH THESE PLANS
PRIOR
TO START OF
WORK.
X
X SEE NOTE
25
-A.C. PAVEMENT PER CITY REQUIREMENT:
BASE MATERIAL PER CITY REQUIREMENTS
24"
{ -z z T1fP.
Ld
wz ib EXIST. A.C. PVMT.
UN
U) NATIVE OR IMPORTED BACKFILL /
v W w AT CONTRACTOR'S OPTION TO BE /
BROUGH UP IN LIFTS AND
N COMPACTED PER SPECIFICATIONS. \
SEE NOTE 5 ONE SACK SLURRY
r SEE NOTE 5
1/2 CRUSHED TO UNDISTURBED SOIL iv
z STONE BEDDING SEE NOTE 3
N PER STD. SPECS.
FOR PUBLIC WORKS 1/2
CL USHED
CONSTRUCTION t STONERBEDD NG
CL $1 o p TABLE 200-1.2(A) o Q p• ,• , •�
' PER SM. SPECS.
' O + PIPE SUBGRADE '•: •3 O �•' FOR PUBLIC WORKS
., 0 4-il
:i o- p CONSTRUCTION
SEE NOTE "I SEE NOTE '1 TABLE 200-1.2(A)
WD h{ PIPE FOUNDATION WIDTH SHOWN AT LEFT
V1 VJ
W w
a FOR UNSTABLE SOIL j FOR UNSTABLE SOIL
CONDITION SEE NOTE 4 CONDITION SEE NOTE 4
PIPE BASE 1" TO 1.5" MAX. GRAVEL AS DIRECTED PIPE BASE
6" MIN. FOR PIPES 12' AND LARGER 6" MIN. FOR PIPES 12" AND LARGER
4" MIN. FOR PIPES 10" OR SMALLER 4" MIN. FOR PIPES 10" OR SMALLER
TYPICAL NORMAL BEDDING OVERWIDTH BEDDING
V.C.P. PIPE BEDDING AND TRENCH DETAILS
NOTES:
TABLE 200-1.2(A) 1 TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL BE
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1/2-
10
-
3 4"
100
1/2-
90-100
3/8"
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C TEST GRADING
B
6" MIN
2"1 10 MAX
1" MAX. SIZE
SELECTED NATIVE SOIL
BEDDING COMPACTED
TO 90%
r
00
TYPICAL BEDDING FOR 8• VCP
10' OR DEEPER
NOT TO SCALE
BENCHMARK: ELEVATION No. 372
- TOP REINFORCING ROD IN FLOOD CONTROL
RETAINING WALL SW COR. BANANA do FOOTHILL'
# 67-5 ELEVATION. 1214.17
WITHIN THE FOLLOWING LIMITS FOR
NORMAL BEDDING:
(A) MAXIMUM TRENCH WIDTH: O.D.
PIPE OR BELL PLUS 16"
8" MAX. EACH SIDE OF PIPE.
04
PIPE OR BELL PLUS 12"
6" MIN. EACH SIDE OF PIPE.
aV.
2 OVERWIDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTH
i-
ZONE EXCEEDS THE MAXIMUM
I + ;:
w
a
o
3 OVERWIDTH BEDDING -MAXIMUM TO
BE DETERMINED IN THE FIELD
BY THE CITY REPRESENTATIVE ON
THE BASIS OF OVERWIDTH
EXCAVATION.
4 IF UNSTABLE SOIL IS ENCOUNTERED, CITY TO DETERMINE
r
00
TYPICAL BEDDING FOR 8• VCP
10' OR DEEPER
NOT TO SCALE
BENCHMARK: ELEVATION No. 372
- TOP REINFORCING ROD IN FLOOD CONTROL
RETAINING WALL SW COR. BANANA do FOOTHILL'
# 67-5 ELEVATION. 1214.17
5 IN LIEU OF THE SAND EQUIVALENT 30 MATERIAL IN PIPE ZONE,
THE CONTRACTOR MAY EXTEND THE 3/4" MAX. CRUSHED ROCK
TO THE TOP OF THE PIPE ZONE.
NOTICE TO CONTRACTOR:
UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING
AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL
DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN
CONSTRUCTED.
LEGEND
SEWER LINE
SEWER PER LINE S S
PER OTHER SHEET
EXIST. SEWER LINE
SEWER LATERAL
SEWER LATERAL - - - - - - PER OTHER SHEET
STORM DRAIN UNE -----------------
WATER W ----W
SEWER MANHOLE O
SEWER MANHOLE
PHASE LINE
MAP BOUNDARY
P.U.E. PUBLIC UTILITY EASEMENT
BASIS OF BEARINGS:
-THE BEARINGS SHOWN HEREON ARE BASED ON THE
NORTHWESTERLY LINE OF PARCEL 1 BEING N4332'00'
PER PARCEL MAP NO. 10520 FILED IN BOOK 121
PAGES 11 TROUGH 14, INCLUSIVE OF PARCEL MAPS,
RECORDS OF SAN BERNARDINO COUNTY.
QROFESS/pv �� ❑�
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2 Z ❑❑ A Civil Engineering - Planning - Surveying - Public Works
Uj No. 24573
* EXP, 12/31/01 :-,o545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 .(909) 982-7777
* PR ARED UN THE SUPERVISION OF:
`rq�, CIVI\. 0��\P
t7F CAL\&4)E//4w?kAt411-2-lf
RICHARD L. BOWMAN R.C.E. 24573 DATE:
Underground Service Alert
EFOR
0 °G Call: TOLL FREE
1-800
- 422-4133
TWO WORKING DAYS
BEFORE YOU DIG
CITY OF FONTANA, CALIFORNIA
DRAWN BY SEWER PLANS SCALE:
RLM,MS,AP HORIZ: NO SCALE
DESIGNED BY VERT: NO SCALE
AG,MS,RB TITLE SHEET
CHECKED
HG HP BY TRACT NO. 15959 & -1 DATE11/30/98
JOB NO. _ L���� /s/� DR. NO. SHT. NO.
5195 PROVED
CITY ENGINEER R.C.E. No. 25126 2690 1 1 OF 5
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WITHIN THE FOLLOWING LIMITS FOR
NORMAL BEDDING:
(A) MAXIMUM TRENCH WIDTH: O.D.
PIPE OR BELL PLUS 16"
8" MAX. EACH SIDE OF PIPE.
(B) MINIMUM TRENCH WIDTH: O.D.
PIPE OR BELL PLUS 12"
6" MIN. EACH SIDE OF PIPE.
2 OVERWIDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTH
AT THE UPPER LIMIT OF THE PIPE
ZONE EXCEEDS THE MAXIMUM
WIDTH SPECIFIED ABOVE.
3 OVERWIDTH BEDDING -MAXIMUM TO
BE DETERMINED IN THE FIELD
BY THE CITY REPRESENTATIVE ON
THE BASIS OF OVERWIDTH
EXCAVATION.
4 IF UNSTABLE SOIL IS ENCOUNTERED, CITY TO DETERMINE
DEPTH OF REMOVAL AND SIZE OF
FOUNDATION ROCK.
5 IN LIEU OF THE SAND EQUIVALENT 30 MATERIAL IN PIPE ZONE,
THE CONTRACTOR MAY EXTEND THE 3/4" MAX. CRUSHED ROCK
TO THE TOP OF THE PIPE ZONE.
NOTICE TO CONTRACTOR:
UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING
AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL
DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN
CONSTRUCTED.
LEGEND
SEWER LINE
SEWER PER LINE S S
PER OTHER SHEET
EXIST. SEWER LINE
SEWER LATERAL
SEWER LATERAL - - - - - - PER OTHER SHEET
STORM DRAIN UNE -----------------
WATER W ----W
SEWER MANHOLE O
SEWER MANHOLE
PHASE LINE
MAP BOUNDARY
P.U.E. PUBLIC UTILITY EASEMENT
BASIS OF BEARINGS:
-THE BEARINGS SHOWN HEREON ARE BASED ON THE
NORTHWESTERLY LINE OF PARCEL 1 BEING N4332'00'
PER PARCEL MAP NO. 10520 FILED IN BOOK 121
PAGES 11 TROUGH 14, INCLUSIVE OF PARCEL MAPS,
RECORDS OF SAN BERNARDINO COUNTY.
QROFESS/pv �� ❑�
���oLaq�H01
P3
e Inc.
2 Z ❑❑ A Civil Engineering - Planning - Surveying - Public Works
Uj No. 24573
* EXP, 12/31/01 :-,o545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 .(909) 982-7777
* PR ARED UN THE SUPERVISION OF:
`rq�, CIVI\. 0��\P
t7F CAL\&4)E//4w?kAt411-2-lf
RICHARD L. BOWMAN R.C.E. 24573 DATE:
Underground Service Alert
EFOR
0 °G Call: TOLL FREE
1-800
- 422-4133
TWO WORKING DAYS
BEFORE YOU DIG
CITY OF FONTANA, CALIFORNIA
DRAWN BY SEWER PLANS SCALE:
RLM,MS,AP HORIZ: NO SCALE
DESIGNED BY VERT: NO SCALE
AG,MS,RB TITLE SHEET
CHECKED
HG HP BY TRACT NO. 15959 & -1 DATE11/30/98
JOB NO. _ L���� /s/� DR. NO. SHT. NO.
5195 PROVED
CITY ENGINEER R.C.E. No. 25126 2690 1 1 OF 5
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