HomeMy WebLinkAbout3961-1GENERAL SEWER 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
SPECIFICATIONS 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 IN THE "GREEN
BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY
ENGINEER FOR RESOLUTION.
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE-
LOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION
COORDINATION 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.
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST
NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DE)ACES AT ALL TIMES.
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION
OF INDUSTRIAL SAFETY.
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
SKALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION. 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 DAMAGE THERETO.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600
TWO WORKING DAYS BEFORE EXCAVATION.
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEASION,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORM DRAN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL
STAKING DURING CONSTRUCTION.
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT
TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, 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 THIS CONSTRUCT10N 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.
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL
TIMES. A MINIMUM 12 FOOT LANE S�ALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION
AREA FOR RESIDENTS AND EMERGENCY VEHICLES&
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN - AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY
DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21 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 OBTAINED.
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE.
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE
A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE
DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT.
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS
OF THE ASTM DESIGNATION C700 FOR V.C.P..
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL
OF THE CITY ENGINEER.
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE
WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND
VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS
TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS
SHOWN ON THE PLANS.
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE
STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS
MEASURED FROM THE UTILITY EASEMENT.
31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED
AGENCIES IMMEDIATELY.
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN
PLACED, INSPECTED AND APPROVED.
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
TO PAVING OF STREETS.
35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
REV. I REVISION DESCRIPTION
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PEMN 16652 (TR 17596
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SOILS ENGINEER:
GEO-ETKA, INC.
739 N. MAIN STREET
ORANGE, CA 92868
(714) 771-6911
(714) 771-1278
DEVELOPER:
LEBANOFF DEVELOPMENT GROUP
2595 WEST POST ROAD, SUITE A
LAS VEGAS, NEVADA 87119
(702) 336-0636
(702) 914-0312
OWNER:
FONTANA CROSSINGS L.L.0
45325 SAGE LANE, NO. 6
PALM DESERT, CA. 92260
(714) 742-5535
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: BRIAN WREN
ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E.CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5467
THE GAS COMPANY
COMCAST (CABLE TV)
ATTN. GREG GASPAR
ATTN: JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA. 92335
ONTARIO, CA. 91761
(909) 428-8411
(909) 390-4736
(800) 427-2000
0255-031 —15
SO. CALIFORNIA EDISON COMPANY
GENERAL TELEPHONE COMPANY
7951 REDWOOD AVENUE
ATTN: STEVE HOCK
FONTANA, CA. 92335
1400 E. PHILLIPS BLVD.
(909) 820-5598 UNDERGROUND
ONTARIO, CA. 91766 (909)
(909) 875-5100 — TRANSMISSIONS
800) 422-4133
(213) 637-1233 PIPELINES
LF
(909) 357-6233 DISTRIBUTION
FONTANA WATER COMPANY
(800) 422-4133
ATTN: MICHAEL J. McGRAW
TO 90%.
8440 NUEVO AVENUE
CRAWFORD CANYON MUTUAL WATER CO.
FONTANA, CA 92335
ATTN: BILL VANDERKIEFT, JR.
(909) 822-2201
(619) 868-6040
FAX: (909) 823-5045
UNDERGROUND SERVICE ALERT
9
(800) 227-2600
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DATE ENGR. CITY DATE vjn%."%R %R
THE a4SIS OF BE4RINGS FOR THIS
PROVECT IS THE CENTERLINE OF
SLOVER AVENUE BEING N89'53'28"E
PER A4.8. 1481109-110, RECORDS OF
S4N BERNARDINO COUNTY.
8MCH MMK: # 2a377
AT THE INTERSECTION OF SLOVER
AVENUE & SIERRA AVENUE BEING A
FOUND 1" LP. STAA4PED L.S. 5749.
TION: 1089.40
1 0255-031-18 1 1 0255-191-191
1 1
1 MH NO. 241, 0255-1-9-1--201
0255-191-211
0255-031 -17
MH NO.1
0255-191-181
TRACT 116651
1
0255-191-17
ALISO DR.
INDEX MAP
SCALE: 1 "= 120'
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
TABLE: 200-1.2 [A]
SIEVE SIZE PERCENTAGE
PASSING SIEVES
1 1/2-
3/4- 100
112- 90-100
5/8' 20-60
NO. 4 0-15
NO. 9 0-5
ASTM C 131 8
TEST GRADING
SLOVER AVE
PROACT
LOCATION
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10" MAX. I I 1 10" MAX. SANTA ANA AVE
ASPHALTIC CONCRETE
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
JQRUPA AVE
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
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BEGIN CURVE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
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DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABIUTY AND RESPON-
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3" MAX. SIZE
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PARCEL 2
VIC INITY MAP
NATIVE SOIL
BACK SIDEWALK
SUBGRADE
NOT TO SCALE
COMPACTED 95%o.
0255-031 —15
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
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MH NO. 3
1 " MAX. SIZE
0255-031-20
IN CONNECT10N WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
Pm 16'
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SELECTED NATIVE
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
6" MAX. SIZE
LF
BEDDING COMPACTED
END CURVE
NATIVE SOIL
TO 90%.
SEAL
COMPACTED 9070.
mi
1 0255-031-18 1 1 0255-191-191
1 1
1 MH NO. 241, 0255-1-9-1--201
0255-191-211
0255-031 -17
MH NO.1
0255-191-181
TRACT 116651
1
0255-191-17
ALISO DR.
INDEX MAP
SCALE: 1 "= 120'
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
TABLE: 200-1.2 [A]
SIEVE SIZE PERCENTAGE
PASSING SIEVES
1 1/2-
3/4- 100
112- 90-100
5/8' 20-60
NO. 4 0-15
NO. 9 0-5
ASTM C 131 8
TEST GRADING
SLOVER AVE
PROACT
LOCATION
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10" MAX. I I 1 10" MAX. SANTA ANA AVE
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TYPICAL BEDDING DETAIL FOR 8" VCP LESS THAN 10"DEEP
TABLE: 200-1.2 [A]
SIEVE SIZE PERCENTAGE
PASSING SIEVES
1 1,12-
3/4- 100
1112- 90-100
20-60
NO. 4 0-15
NO. 8 0-5
ASTM C 131 8
TEST GRADING
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
ASPHALTIC CONCRETE
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
JQRUPA AVE
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
Th),
I-If
BEGIN CURVE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
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DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABIUTY AND RESPON-
3" MAX. SIZE
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SHOWN ON THESE DRAWINGS.
VIC INITY MAP
NATIVE SOIL
BACK SIDEWALK
SUBGRADE
NOT TO SCALE
COMPACTED 95%o.
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
CATCH BASIN
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
1 " MAX. SIZE
IN CONNECT10N WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
CENTERLINE
SELECTED NATIVE
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
6" MAX. SIZE
LF
BEDDING COMPACTED
END CURVE
NATIVE SOIL
TO 90%.
SEAL
COMPACTED 9070.
EDGE PAVEMENT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
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SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
9
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THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
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FINISH SURFACE
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TYPICAL BEDDING DETAIL FOR 8" VCP LESS THAN 10"DEEP
TABLE: 200-1.2 [A]
SIEVE SIZE PERCENTAGE
PASSING SIEVES
1 1,12-
3/4- 100
1112- 90-100
20-60
NO. 4 0-15
NO. 8 0-5
ASTM C 131 8
TEST GRADING
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
ASPHALTIC CONCRETE
SHOWN ON THESE PLANS ARE 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 DUE
BEGIN CURVE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABIUTY AND RESPON-
SIBIUTY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
BEG. VERTICAL CURVE
SHOWN ON THESE DRAWINGS.
QUANTITIES
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
BACK SIDEWALK
BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
CATCH BASIN
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECT10N WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
CENTERLINE
FOR'LIABIUTY., ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
ENGINEER.
LF
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
END CURVE
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
SEAL
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
EDGE PAVEMENT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
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SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
9
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THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
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F.S.
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BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
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10 EA/315
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STANDARDS IN EFFECT.
FINISH SURFACE
N.T.S.
6" MIN. VARIES 6" MIN.
�10 ..." . -20
3" MAX. SIZE—
NATIVE SOIL
COMPACTED 95%.
6 is MAX. SIZE —
NATIVE SOIL
COMPACTED 90%.
8 " V. C. P.
0�0- �jml IN
1 " MAX. SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90%.
1/2" CRUSHED STONE BEDDING
PER STD. SPECS. FOR
PUBLIC WORKS CONSTRUCTION
TABLE 200 1.2 [A].
TYPICAL BEDDING DETAIL FOR 8" VCP 10'OR DEEPER
N.T.S.
LEGEND
I
A.U.
ASPHALTIC CONCRETE
B.C.
BEGIN CURVE
B.V.C.
BEG. VERTICAL CURVE
CONSTRUCTION NOTES
QUANTITIES
B.W.
BACK SIDEWALK
C.B.
CATCH BASIN
C.L.
CENTERLINE
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
1,236
LF
E.C.
END CURVE
E.P.
EDGE PAVEMENT
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
4
EA
E.G.
E.V.C.
EDGE GRADE
END VERTICAL CURVE
FONTANA STD. DWG. NO. 112 (10=48").
F.L.
F.S.
FLOW LINE
3
INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL
10 EA/315
LF
FINISH SURFACE
G.B.
GRADE BREAK
PER CITY OF FONTANA STD. DWG. NO. 125.
H.P.
INV.
HIGH POINT
INVERT
INSTALL 6" EXTRA STRENGTH V.C.P. SEWER LATERAL
3 EA/95
LF
L.E.
LANDSCAPE EASEMENT
PER CITY OF FONTANA STD. DWG. NO. 125.
O.C.
P.C.C.
ON CENTER
PORTLAND CEMENT CONCRETE
TRENCHING PER CITY OF FONTANA STD. DWG. NO. 1031.
1, 187
LF
(R)
R/W
RIDGE LINE
RIGHT OF WAY
INSTALL 8" SEWER PLUG.
1
EA
TAN.
TANGENT
T.C.
TOP OFCURB
DEVELOPMENT & ENGINEERING, INC.
T APLANNING AND CIVIL ENGINEERING
t
1181 CALIFORNIA AVENUE, SUITE 101B CORONA, CA 92881
(951) 371-0264 PHONE (951) 371-1365 FAX
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MANUEL DE JESUS OONZALCS, RCE 65195 (EXP. 9-30-07) DATE
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAM BY: P.M. 16652 JR 17596) Scmk
MJG AS SHOWN_
DEMM BY: MJG JLINIP�R E SEWER DATE -
DEC 2005
QiECKED BY: B Y.- DRAWNG NO.:
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