HomeMy WebLinkAbout2700-1GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
PLANS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, LATEST EDITION.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS.
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS
PRIOR TO THE START OF ANY WORK. CALL (909) 350-7610
3. THE CONTRACTOR SHALL NOT OPERATE ANY WATER MAIN VALVES. CONTRACTOR
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
OPERATIONS AND WATER REQUIREMENTS. n
4. STATIONING REFERS TO THE CENTERLINE OF SEWERS EXCEPT WHERE OTHERWISE II
NOTED.
5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS.
6. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE
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
ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-422-4133.
7 ALL MANHOLES CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6 INCHES
CITY OF FONTANA
SEWER PLANS
Fan
TRACT 15957-6
TRACT 15957
LJI�,
I IS -1H ET 2
V 1
TIRAC T J-50 57-6
e I m I of I-
BELOW FINISHED GRADE BY THE SEWER CONTRACTOR AND SHALL BE RAISED TO
LAIN
VICINITY MAP
ITEM
GRADE BY THE PAVING CCNTRACTOR UPON COMPLETION OF PAVING.
3/4"
w
w
MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA
UNIT
N.T.S.
8.
ALL VALVE BOXES AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISH
NO. 8
0-5
ASTM C 131
TEST GRADING
GRADE BY THE WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY THE
6" MIN. EACH SIDE OF PIPE.
HIGHLAND°i4
AVENUE
GO
9.
REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL
37.
<
Gr
W
z
<�
10.
13
BE DETERMINED IN THE FIELD
ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
w
UTILITY PURVEYORS:
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS UNLESS SHOWN ON PLANS.
TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE
38.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS
4 -
CITY
GAS
OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING
a
FLOOD CONTROL.
FONTANA
w
SOUTHERN CALIFORNIA EDISON CO. SOUTHERN CALIFORNIA GAS CO.
S. PACIFIC
RAILROAD
AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
m
REGISTERED CIVIL ENGINEER, WITH RCE NUMBER BELOW 33965, OR A
BASE UNE
AVENUE
BASE LINE
AVENUE
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
CITY
OF
BEEN PLACED, INSPECTED AND APPROVED.
PIPELINES: (213) 657-1233
SOILS ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE
RANCHO
ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS
DISTRIBUTION: (909) 357-6233
w
13.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5 FEET IN
( )
CUCAMONGA
PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE
WATER
IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE
30.
GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAT FIVE (5) FEET SHALL
COUNTY WATER
E
a
s.
°q
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9641 SAN ROAD
NUE
r
RANCHO CUCAMONGA,
NGA, CA. 91729
40.
ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE
ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
14.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
O,FiC
AND INSPECTED PRIOR TO PAVING, INCLUDING, BUT NOT LIMITED TO
I
WORK IN NOTE ABOVE FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL
"STANDARD
31.
SI TE
SAFETY. SEE SPECIFICATIONS" SECTION 306-1.1.6.
DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING,
TELEPHONE
F
-HILL AVENUE
ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND
15.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S
COUNTY
OF SAN
BERNARIDINO
INSPECTOR.
32.
OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF
16.
THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS
JARRIW HILW Y
THE CITY ENGINEER.
ANAHEIM, CA. 92807
CITY OF FONTANA
SEWER PLANS
Fan
TRACT 15957-6
TRACT 15957
LJI�,
I IS -1H ET 2
V 1
TIRAC T J-50 57-6
e I m I of I-
BELOW FINISHED GRADE BY THE SEWER CONTRACTOR AND SHALL BE RAISED TO
LAIN
VICINITY MAP
ITEM
GRADE BY THE PAVING CCNTRACTOR UPON COMPLETION OF PAVING.
3/4"
100
24.
MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA
UNIT
N.T.S.
8.
ALL VALVE BOXES AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISH
NO. 8
0-5
ASTM C 131
TEST GRADING
GRADE BY THE WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY THE
6" MIN. EACH SIDE OF PIPE.
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
OVERWIDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTH
9.
REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL
37.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS
NO. 129.
CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE
10.
THE CONTRACTOR(S)SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
BE DETERMINED IN THE FIELD
ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
COMPANIES AND SERVICE PROVIDERS INCLUDING, BUT NOT LIMITED TO, GAS,
UTILITY PURVEYORS:
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS UNLESS SHOWN ON PLANS.
TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE
38.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS
4 -
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND
GAS
OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
FLOOD CONTROL.
�:�iio
SOUTHERN CALIFORNIA EDISON CO. SOUTHERN CALIFORNIA GAS CO.
CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A
11.
AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
28.
REGISTERED CIVIL ENGINEER, WITH RCE NUMBER BELOW 33965, OR A
RIALTO, CA. 92376
OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
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
BEEN PLACED, INSPECTED AND APPROVED.
PIPELINES: (213) 657-1233
SOILS ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE
29.
ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS
DISTRIBUTION: (909) 357-6233
SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO
13.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5 FEET IN
( )
PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE
WATER
IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE
30.
GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAT FIVE (5) FEET SHALL
COUNTY WATER
E
IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9641 SAN ROAD
ONTARIO, CA. 91761
CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF
RANCHO CUCAMONGA,
NGA, CA. 91729
40.
ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE
ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
14.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
AND INSPECTED PRIOR TO PAVING, INCLUDING, BUT NOT LIMITED TO
WORK IN NOTE ABOVE FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL
"STANDARD
31.
THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
SAFETY. SEE SPECIFICATIONS" SECTION 306-1.1.6.
DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING,
TELEPHONE
41.
ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND
15.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S
DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING
PACIFIC BELL
INSPECTOR.
32.
OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF
16.
THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS
THE CITY ENGINEER.
ANAHEIM, CA. 92807
QUANTITY ESTIMATES ON THESE PLANS ARE PROVIDED ONLY FOR THE CONVENIENCE OF
42.
ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED
(714) 666-5467�•
THE OWNER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF
33.
IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS,
SEWER
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
Added "Record De
34.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES
PAYMENT PURPOSES.
43.
ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE
CONCERNED WITH THE RELOCATION OF THE FACILITIES LOCATED WITHIN THE AREA TO
8353 SIERRA AVE.
OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION
17.
THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS
BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING
STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED
REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH
CONSTRUCTION.
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS
CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE
35.
OBTAINED.
ATTN: CARLOS NAVARRO
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
36.
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
REVISIONS
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
TO THE CIVIL ENGINEER.
22.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY
CITY OF FONTANA
SEWER PLANS
Fan
TRACT 15957-6
TRACT 15957
LJI�,
I IS -1H ET 2
V 1
TIRAC T J-50 57-6
e I m I of I-
STD. MANHOLE
FRAME & COVER
PER ST�D./ DETAIL 109
VARIES
WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. TOP OF CONE
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
LAIN
QUANTITIES:
ITEM
PROVISIONS OF THE ASTM DESIGNATION C700-89 FOR V.C.P
3/4"
100
24.
MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA
UNIT
20-60
-1
STANDARD DETAIL 112. CONCRETE FOR THE BASE SLAB SHALL BE CLASS 560-B-3250.
NO. 8
0-5
ASTM C 131
TEST GRADING
STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO
6" MIN. EACH SIDE OF PIPE.
BE PER CITY OF FONTANA STANDARD DETAIL 109.
OVERWIDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTH
25.
TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
ZONE EXCEEDS THE MAXIMUM
BELOW THE GROUND SURFACE. WHEN THE PUBLIC UTILITY EASEMENTS EXIST NEXT TO
3-
THE STREET ROW, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS
BE DETERMINED IN THE FIELD
MEASURED FROM THE UTILITY EASEMENT.
UTILITY PURVEYORS:
26.
NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS UNLESS SHOWN ON PLANS.
EXCAVATION.
4 -
ELECTRIC
GAS
27.
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
FOUNDATION ROCK.
�:�iio
SOUTHERN CALIFORNIA EDISON CO. SOUTHERN CALIFORNIA GAS CO.
300 N. PEPPER AVE.
1981 LUGONIA AVE.
28.
IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL
RIALTO, CA. 92376
REDLANDS, CA 92374
PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150
UNDERGROUND: (909) 820-5598 (909) 335-7744
FEET FROM THE PREVIOUS MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL 128
TRANSMISSIONS: (909) 875-5100
FOR TERMINAL CLEANOUT.
PIPELINES: (213) 657-1233
EMERGENCIES: (800) 427-2200
29.
ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS
DISTRIBUTION: (909) 357-6233
CABLE CO.
OTHERWISE APPROVED BY THE CITY ENGINEER.
WATER
T CABLE
30.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES,
COUNTY WATER
E
1205 DAVE.
1205 DUPONTCUCAMONGA
DISTRICT
AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF
9641 SAN ROAD
STD. MANHOLE
FRAME & COVER
PER ST�D./ DETAIL 109
VARIES
WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. TOP OF CONE
23. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE
miPr,
INDEX MAP
NTS
111801:10m6a9awl
FUTURE
12" PAVEMENT
MIN EXIST. AC. PVMT.
z
N x
a
Vj J
0
x
� A
Z,
Q
V �
U
TYPICAL DETAIL
MANHOLE IN PAVED STREET
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
UNDERGROUND UTILITIES & STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
CAUTION: "THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
MUST BE APPROVED BY THE PREPARER OF THESE PLANS."
QROFEL 90
F� Ra L e Nql
�6 �4`� F�
c�
i
CD z
LLJ
m
No. 24573
* Exp. 12/31/01
Pq� CIVIC -
DATE
CITY,., OF DATE CAU
,,,,.�,,,
SHEET 2
G.
Pit
m
CONSTRUCTION
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE
&
QUANTITIES:
ITEM
PROVISIONS OF THE ASTM DESIGNATION C700-89 FOR V.C.P
3/4"
100
24.
MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA
UNIT
20-60
NO. 4
STANDARD DETAIL 112. CONCRETE FOR THE BASE SLAB SHALL BE CLASS 560-B-3250.
NO. 8
0-5
ASTM C 131
TEST GRADING
STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO
6" MIN. EACH SIDE OF PIPE.
BE PER CITY OF FONTANA STANDARD DETAIL 109.
OVERWIDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTH
25.
TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
ZONE EXCEEDS THE MAXIMUM
BELOW THE GROUND SURFACE. WHEN THE PUBLIC UTILITY EASEMENTS EXIST NEXT TO
3-
THE STREET ROW, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS
BE DETERMINED IN THE FIELD
MEASURED FROM THE UTILITY EASEMENT.
UTILITY PURVEYORS:
26.
NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS UNLESS SHOWN ON PLANS.
EXCAVATION.
4 -
ELECTRIC
GAS
27.
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
FOUNDATION ROCK.
LOCATION OF THE SEWER LATERAL.
SOUTHERN CALIFORNIA EDISON CO. SOUTHERN CALIFORNIA GAS CO.
300 N. PEPPER AVE.
1981 LUGONIA AVE.
28.
IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL
RIALTO, CA. 92376
REDLANDS, CA 92374
PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150
UNDERGROUND: (909) 820-5598 (909) 335-7744
FEET FROM THE PREVIOUS MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL 128
TRANSMISSIONS: (909) 875-5100
FOR TERMINAL CLEANOUT.
PIPELINES: (213) 657-1233
EMERGENCIES: (800) 427-2200
29.
ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS
DISTRIBUTION: (909) 357-6233
CABLE CO.
OTHERWISE APPROVED BY THE CITY ENGINEER.
WATER
T CABLE
30.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES,
COUNTY WATER
E
1205 DAVE.
1205 DUPONTCUCAMONGA
DISTRICT
AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF
9641 SAN ROAD
ONTARIO, CA. 91761
CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF
RANCHO CUCAMONGA,
NGA, CA. 91729
38
(909) 390-4738
ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
3-7440
(909) 483-7440
A RECORD DRAWING
31.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF
DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING,
TELEPHONE
DURING EXCAVATION AND GRADING.
The information on this drawing is obtained frtnn 00ws am
PACIFIC BELL
mtjst ba Verified 9R the fi:'I e by 3111Y01(l ;'rior tG'PP ""
32.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
3939 E. CORONADO STREET
r'nnstrllction. HALL & FOREMAN, INC. is Ita, re,pansit4p #^'
PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS
ANAHEIM, CA. 92807
;lndergroundfaciiitylocati^r'"•, dppictiallA1aboveg7"'
OR NOT.
(714) 666-5467�•
,c +tees can be read+!v seen and verified by the parties I'.
33.
RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE
SEWER
USED FOR SETTING MANHOLE RINGS.
^•
Added "Record De
34.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES
CITY OF FONTANA
^FES,. • q,
CONCERNED WITH THE RELOCATION OF THE FACILITIES LOCATED WITHIN THE AREA TO
8353 SIERRA AVE.
BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING
FONTANA, CA. 92335
CONSTRUCTION.
(909) 350-6632
35.
SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT
ATTN: CARLOS NAVARRO
.,24573 9
cp. 12-31-06
NHOLE O ALLOW FOR
ENT.
DEFLECTIONS IN
ITASHAALL ICO
rQTFOFCAL�F��
36.
BE THE ET RESPONSIBILIITTYMOFOTHEETRACTOR OMAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
REVISIONS
miPr,
INDEX MAP
NTS
111801:10m6a9awl
FUTURE
12" PAVEMENT
MIN EXIST. AC. PVMT.
z
N x
a
Vj J
0
x
� A
Z,
Q
V �
U
TYPICAL DETAIL
MANHOLE IN PAVED STREET
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
UNDERGROUND UTILITIES & STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
CAUTION: "THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
MUST BE APPROVED BY THE PREPARER OF THESE PLANS."
QROFEL 90
F� Ra L e Nql
�6 �4`� F�
c�
i
CD z
LLJ
m
No. 24573
* Exp. 12/31/01
Pq� CIVIC -
DATE
CITY,., OF DATE CAU
,,,,.�,,,
SHEET 2
G.
Pit
m
CONSTRUCTION
NOTES
&
QUANTITIES:
ITEM
DESCRIPTION
3/4"
100
1/2"
QUANTITY
UNIT
15957 15957-6
O1 INSTALL 8" EXTRA STRENGTH VCP SEWER. 2045 1399 LF
2O CONSTRUCT STD. PRE -CAST MANHOLE PER CITY STD. DETAILS 109 AND112. 5 8 EA
X A O3 CONSTRUCT 4" V.C.P. HOUSE LATERAL - EXTRA STRENGTH PER CITY STD. 125. 1282 2009 LF
SIE NOTE
CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCY WITH THESE PLANS PRIOR TO START OF WORK.
)K ilk SEE NOTE 25
C. PAVEMENT PER CITY
SE MATERIAL PER CITY
--- r--- --- ---
wz L EXIST. A.C. PVMT. ---
NATIVE OR IMPORTED BACKFILL /
AT CONTRACTOR'S OPTION TO BE /
L)
z "-'BROUGH UP IN LIFTS AND
wow COMPACTED PER SPECIFICATIONS.
ONE SACK SLURRY
SEE NOTE 5 �/ 1/2 CRUSHED TO UNDISTURBED SOIL 1`+ SEE NOTE 5
w STONE BEDDING SEE NOTE 3
N PER STD. SPECS.
FOR PUBLIC WORKS / '\ 1/2 CRUSHED
CONSTRUCTION
0. d Q p TABLE 200-1.2(A) o F Q p. STONE BEDDING
o rl p. 'r n O _" `• 0• PER STD. SPECS.
_ _PIPE SUBGRADE _ _ ' • ' • '•�'.' FOR PUBLIC WORKS
CONSTRUCTION
SEE NOTE'78 �/ SEE NOTE.? TABLE 200-1.2(A)
WIDTH PIPE FOUNDATION WIDTH SHOWN AT LEFT
WL
a I----'-j�FOR UNSTABLE SOIL � I--- 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
Nm r TYPICAL NORMAL BEDDING OVERWIDTH BEDDING
V.C.P. PIPE BEDDING AND TRENCH DETAILS
ws 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"_
-
1"
-
3/4"
100
1/2"
90-100
3/8"
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN 6" MIN
10 MAX 2" 10 MAX
III 1" MAX. SIZE
6" MAX SIZE _ _ SELECTED NATIVE SOIL
NATIVE SOIL BEDDING COMPACTED
COMPACTED 90% TO 90%
1/2 CRUSHED --\ 14. <I. . . `h :I...1 = 1
STONE BEDDING
N .f
PER STD. SPECS.
FOR PUBLIC WORKS
CONSTRUCTION + o a p
TABLE 200-1.2(A) O I O
SHOWN ABOVE
TYPICAL BEDDING FOR 89 VCP
10' OR DEEPER
NOT TO SCALE
BENCHMARK: ELEVATION No. 372
- TOP REINFORCING ROD IN FLOOD CONTROL
RETAINING WALL SW COR. BANANA & 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 LINE -S- - -S-
PER OTHER SHEET
EXIST. SEWER LINE
SEWER LATERAL
SEWER LATERAL ----------
PER OTHER SHEET
STORM DRAIN LINE -------------------------
WATER--W-----W--
SEWER MANHOLE O
DIRECTION OF FLOW
PHASE LINE
MAP BOUNDARY
BASIS OF BEARINGS:
-THE BEARINGS SHOWN HEREON ARE BASED ON THE
NORTHWESTERLY LINE OF PARCEL 1 BEING N43'32'00"
PER PARCEL MAP NO. 10520 FILED IN BOOK 121
PAGES 11 TROUGH 14, INCLUSIVE OF PARCEL MAPS,
RECORDS OF SAN BERNARDINO COUNTY.
■■■r Hall & Fbreman, Inc. DRAWMISBY
■■r A Civil Engineering - Planning " Surveying " Public Works DESIGNED BY
MS
545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 " (909) 982-7777 CHECKED BY
PREPARED UNDER THE SUPERVISION OF: RB,HG,AG
ZIPAIU442tlY4. �_ 2 �_ 9 9" 2 % r) cj JOB NO.
RICHARD L. BOWMAN R.C.E. 24573 DATE: 5195
Underground Service Alert
EFORE oG Call: TOLL FREE
o
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
CITY OF FONTANA, CALIFORNIA
SEWER PLANS SCALE:
HORIZ: 1" = 40'
VERT: 1" = 4'
TITLE SHEET
TRACT NO. 15957 and 15957-6 DATE10/14/98
G��e/�i OZU 9g DR. N0. ISHT. NO.
1PPROVED
CITY FNCJNFFR R C F *25%1 7A 2700 1 of 6
c�
0
L0
0
Cn
M
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 LINE -S- - -S-
PER OTHER SHEET
EXIST. SEWER LINE
SEWER LATERAL
SEWER LATERAL ----------
PER OTHER SHEET
STORM DRAIN LINE -------------------------
WATER--W-----W--
SEWER MANHOLE O
DIRECTION OF FLOW
PHASE LINE
MAP BOUNDARY
BASIS OF BEARINGS:
-THE BEARINGS SHOWN HEREON ARE BASED ON THE
NORTHWESTERLY LINE OF PARCEL 1 BEING N43'32'00"
PER PARCEL MAP NO. 10520 FILED IN BOOK 121
PAGES 11 TROUGH 14, INCLUSIVE OF PARCEL MAPS,
RECORDS OF SAN BERNARDINO COUNTY.
■■■r Hall & Fbreman, Inc. DRAWMISBY
■■r A Civil Engineering - Planning " Surveying " Public Works DESIGNED BY
MS
545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 " (909) 982-7777 CHECKED BY
PREPARED UNDER THE SUPERVISION OF: RB,HG,AG
ZIPAIU442tlY4. �_ 2 �_ 9 9" 2 % r) cj JOB NO.
RICHARD L. BOWMAN R.C.E. 24573 DATE: 5195
Underground Service Alert
EFORE oG Call: TOLL FREE
o
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
CITY OF FONTANA, CALIFORNIA
SEWER PLANS SCALE:
HORIZ: 1" = 40'
VERT: 1" = 4'
TITLE SHEET
TRACT NO. 15957 and 15957-6 DATE10/14/98
G��e/�i OZU 9g DR. N0. ISHT. NO.
1PPROVED
CITY FNCJNFFR R C F *25%1 7A 2700 1 of 6
c�
0
L0
0
Cn
M