HomeMy WebLinkAbout5813-1GENERAL 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 LA TEST 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.
J. 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 DEVELOPMENT 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 ED/77ON 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 DEVICES AT ALL
TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA TION 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 SHALL 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 /N THE PUBLIC RIGHT OF
WA Y WI THOU T OB TAINING A SEPARA TE PERMIT FOR THA T 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
PRECAU77ON TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS
BEFORE EXCA VA TION.
11. 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, STORM DRAIN, FLOOD CONTROL AND CALTRANS
ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NO T7CE 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
OPERA TION AND WA TER 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 NOTIFICA77ON 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 THA T WILL BE DESTROYED AS A RESUL T 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.
17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND
BUSINESSES AT ALL TIMES A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED
AT ALL TIMES /N 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 EXCA VA TED 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 BACKF/LL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE
CITY INSPECTOR.
21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKF/LL COMPACTION.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF
THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY /S 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 /S TO BE DONE IN PHASES, THE CONTRACTOR
SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT
MORE THAN 150 FEET FROM THE DOWNSTREAM 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 VI7RIFIED 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 /N 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 29 MINIMUM GRADE
UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
TOLL FREE 'mmm' DIAL 811
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
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 EX/STING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, THE CON TRA C TOR SHALL NO T7FY THE ENGINEER
AND ALL AFFECTED AGENCIES IMMEDIA TEL Y.
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 /S REQUIRED UNDER ALL NEW ASPHALT
PA VEMENT PRIOR TO PLACEMENT.
36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION
OF PA VING.
37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
THE SA 77SFACTION 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.
PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, AND/OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR, SO THA T ANY NECESSARY ADJUSTMENT CAN
BE MADE /N ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE
CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD
OR NOT SHOWN ON THESE PLANS
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE
AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDI77ONS DURING THE
COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFETY OF ALL
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND
HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL
OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT
EXCEP77NG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN
PROFESSIONAL.
CITY OF FONTANA, UTILITY NOTIFICATION LI5T
CITY OF FONTANA (SEWER)
A T& T
8353 SIERRA A VENUE
22311 BROOKHURST STREET
FONTANA, CA 92335
SUITE 203
(909) 350-6632
HUN77NGTON BEACH, CA
92646
SO. CALIF. GAS COMPANY
(714) 963-7964
1981 W. L UGON/A A VENUE
REDLANDS, CA 92374
SPRINT
(909) 335- 7967
2592 DUPONT DRIVE
EMERGENCIES: (800) 427-2200
IRVINE, CA 92612
(800) 659-9698
SO. CALIF. EDITON COMPANY
300 N. PEPPER AVENUE
TIME WARNER CABLE
RIALTO, CA 92376
1500 AUTO CENTER DRIVE
(909) 820-5598 - UNDERGROUND
ONTARIO, CA 91761
(909) 875-5100 - TRANSMISSION
(909) 975-3439
(213) 637-1233 - PIPELINES
SUNESYS, LLC
(909) 357-6505 - DISTRIBUTION
1325 PICO STREET 1106
WEST VALLEY WATER DISTRICT
CORONA, CA 92881
(951) 278-0400
ATTN: ENGINEERING DEPARTMENT
855 W. BASELINE ROAD
UNDERGROUND SERVICE
RIALTO, CA 92376
ALERT
(909) 875-1804
(800) 422-4133
DEVELOPER/OWNER
ENGINEER
LENNAR HOMES
K&A ENGINEERING, INC
980 MON TECI TO DRIVE, SUITE 302
357 N. SHERIDAN STREET
CORONA, CA 92879
SUITE 117
(951) 817-3545
CORONA, CA 92880
FAX (951) 817-3650
(951) 279-1800
LEGEND
CENTERLINE
- -
RIGHT OF- WA Y
w
WA TER
- - - - - - -
- - EXISTING SEWER
PROPOSED SEWER
STORM DRAIN
._
EXISTING SEWER MANHOLE
O
PROPOSED SEWER MANHOLE
I
FIRE HYDRANT
CATCH BASIN
B W
BACKWA TER VA VE
COMMUNITY MARKER
REV. I REVISION DESCRIPTION J ENGR. J DA TE I CITY I DATE
CITY OF FONTANA
SUMMIT A T R 05ENA
TRACT NO., 20211-Jr-4
ON -SITE SEWER IMPROVEMENT PLAN
CONSTRUCT/ON STAKING NOTICE
THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT
THE FIRM OF K&A ENGINEERING INC. WILL BE PERFORMING THE CONSTRUCTION
STAKING FOR THE COMPLETE PROJECT. HOWEVER, IF ANOTHER ENGINEERING
AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR
THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE
FIRM OF K&A ENGINEERING INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR
ERRORS OR OMISSIONS, WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR
MITIGATED IF K&A ENGINEERING INC. PERFORMED THE STAKING WORK.
I
I
I,
I
I
I
�1P1�1 ZSJJ l f� l J2J
I
TRACT BOUNDARY SCr NX P.
�
4
3
4
9
10
15
16
21
11
2
5
8
11
14
17
20
LOT A
19
I�
6
7
12
13
18
MH NO.
6
MH
5
LANE
PETRUS
CO (TYP)
_
1
A
II
102
97
96
91
90
85
ti
O
o
e
101
98
95
92
89
86
I
V
100
99
94
93
88
87
I
�
I�
LOTE
el I,
69
70
75
76
81
82
2
Z
68
71
74
77
80
83
Q
CO (TYP)
67
72
73
r�78 79
84
�
�
�
�
�
MH NO. I
MH NO. 2
1.
STAC'S LEAP LA;
-? 66
I II �-
�
65
�
O
61 60
621 59
64 I 63
- - 2
UNAUTHORIZED CHANGES AND U5E5
THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES
TO OR USE OF THESE PLANS. ALL CHANGES TO THE PLANS
MUST BE IN WRITING AND MUST BE APPROVED BY THE
PREPARER OF THESE PLANS
II �II�I`�I IIII
II w11 II
�Ii11 , Illli I Ii�1�ll
IIII ' II I�� III
II III it I III I
II II I Ali I I I I I
II IIi ICI IIII -
I-
I II I I
II
I I
n2423�22I ill ,III ICI
2717
25 II III I I ,
IIII III ' I
- MH N0. 4 26
Ild� � III I
28 29 III j
I
30
III �III��I
III ��le I
)31
33
32 IIII ,
-3 I'I I j
35 I °Iw IIII !
34 I
LOTe I
II J'I'I I
- 36
37
39 �I III I
38 II I I
I IIII � IIII I
- MH N0. 3 41 I I I
40 II III I
42
I i11 � 111111 I
I I III II II
IIII i I
45 II j11 �I 11 I ' I
II IIi ICI
I� III I
III II II I � I
III 'III I
III il
�yI�;I
-
VENETO DRIVET ------- [N�
_ I
TR 20214 - 5 FA 19�f [�F
INDEX MAP
SCALE. 1 "=100'
LEAP
55
581 57
561 53
PRI VA TE ALLEY EASEMENT
ALL PRI VA TE ALLEYS SHALL BE MAINTAINED BY HOA
PRIVATE SEWER NOTES:
1. VCP IS NOT TO BE INSTALLED UNDER OR THROUGH
A STRUCTURAL FOUNDATION.
2. ALL PRI VA TE SEWER WORK SHALL BE IN
ACCORDANCE WI TH THE LA TEST CPC 2016 EDI TION
PREPARED FOR:
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE
WITHIN TWO YEARS OF THE DATE OF LENNAR HOMES
APPROVAL SHOWN HEREON AND SUITE 302
SU , IVE
CARRIED FORTH IN A DILIGENT MANNER, CORONA, 980 MONTECITO DRSU
THE CITY ENGINEER MAY REQUIRE
CA 92879
REVISIONS TO THE PLANS TO BRING (951) 817-3545
THEM INTO CONFORMANCE WITH FAX (951) 817-3650
STANDARDS IN EFFECT.
54 49
1 48
52n50 4
5l 46
LOT F0.5
(PROPOSED PARK)
PROJECT
SITE
�Py
CASH
GRADDE
0
0�,
SUMMIT
A VENUE
yG
F
Q
�
Q
FOOTHILL
FREEWAY
210
BASELINE ROAD
v
VICINITY MAP
NOT TO SCALE
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY THE CONTRACTOR SHALL PREPARE
THEIR OWN QUANTITIES AND BID A COMPLETE JOB.
PUBLIC CONSTRUCTION NOTES & QUANTITY ESTIMATE
NO.
DESCRIPTION
UNIT
QUANTITY
1�
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
LF
1,292
lA
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LATERAL PER CITY STD. DWG. NO. 2005
LF
EA
613
16
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
EA
6
4�
CONSTRUCT SEWER CLEANOUT PER CITY STD. DWG. NO. 2005
EA
16
5�
REMOVE PLUG & JOIN 8" SEWER
EA
2
PRIVATE CONSTRUCTION NOTES & QUANTITY EST/MATE
NO.
DESCRIPTION
UNIT
QUANTITY
18
CONSTRUCT 6" VCP SEWER PIPE
LF
1,176
1C
CONSTRUCT 4" VCP SEWER LATERAL WITH PLUG
LF
EA
3,103
102
Q__
CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. DWG. NO. 2004
EA
18
NOTE:
THE FOLLOWING LOTS SHALL REQUIRE A BACKWA TER VAL VE: LOTS 28, 32-48
3" MAX SIZE NA TI VE
SOIL, COMPACTED 951Z
10" MAX 10" MAX
6" MAX SIZE NA TI VE
SOIL, COMPACTED 901-,,
3" MAX SIZE NA TI VE
SOIL, COMPACTED 951-.,
6" MIN 6 MIN
10" MAX 10" MAX
6" MAX SIZE NA TI VE
SOIL, COMPACTED 9C
i
»
1 MAX SIZE SELECTED
I" MAX SIZE SELECTED
NA TI VE, BEDDING
NA TI VE, BEDDING
o I m
COMPACTED TO 90q
COMPACTED TO 90%
N
, Y2" CRUSHED STONE
\
BEDDING PER STD
8" VCP
PLANS FOR PUBLIC
o i I WORKS CONSTRUCTION TABLE 200-1.2(A) TYPICAL BEDDING FOR 8" VCP
j SHOWN HEREON LE55 THAN 10' DEEP
------- 8" VCP NTS
TYPICAL BEDDING FOR 8" VCP
10' OR DEEPER
ALL SEWER MAIN WITHIN PUBLIC RIGHT-OF-WAY & LATERALS TO PRIVATE ALLEYS
INCLUDING CLEANOUT SHALL BE MAINTAINED BY THE CITY OF FONTANA.
ALL SEWER MAIN & LATERALS WITHIN EACH PRIVATE ALLEY SHALL BE MAINTAINED
BY HOA.
ALL ON -SITE SEWER MAIN & LATERALS WITHIN PRI VA TE ALLEYS SHALL BE REVIEWED
NOTE: & APPROVED BY THE CITY OF FONTANA BUILDING & SAFETY DIVISION.
CONTRACTOR TO VERIFY ELEVATION &
LOCATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION & NOTIFY ENGINEER IF
DIFFERENT THAN PLAN. APPROVED BY THE CITY OF FONTANA BUILDING & SAFETY DIVISION DATE
NTS
TABLE 200.1.2M)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1-1/2"
-
1"
-
3/4"
100
1/2"
90-100
J/8"
20-60
NO.4
0-15
NO.8
0-5
ASTM C 1J1
TEST GRADING
B
BASIS OF BEARINO ENGINEERING J57 N. SHERIDAN STREET
� SUITE 117 QR�FESS/�N
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE LAND PLANNING CORONA, CALIFORNIA 92880
1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800
PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. SURVEYING FAX (951) 279-4380 z
BEING: N00'3332"W Engineering, Inc. ul No. 55534 F7 DESIGNED BY.-
* Exp. 12/31 /19 * ,_/S
BENCH MARK:
DRAWN BY
CALTRANS BENCHMARK #8-17 0810812019 9TFOF CAL�FBy
BRASS DISK LOCATED IN SC.E. TOWER LEG LOCATED 343' N/0 /-210, 0.2 CHECKED BY.•
MILES WEST OF SAN SEVAINE ROAD. AMIR H. FALLAHI , RCE 55534 DA TE
ELEVA TION=1428. 609 AF
a
w
z
w
w
SHEET INDEX
0
SHEET NO. DESCRIPTION
1 TITLE SHEET & INDEX MAP to
2 STAGS LEAP LANE 11
3 SAINT EMILION WAY IN
4 PETRUS LANE
ELPC 19-000021 / MCN NO. 18-077
a
CITY OF FONTANA, CALIFORNIA
N
ON -SITE SEWER IMPROVEMENT PLAN
SCALE:
TRACT NO. 202I4-4 AS NOTED 3
SUMMIT AT ROSENA
DA TE:
TITLE SHEET & INDEX MAP AUGUST 2019
APPROVEDDA TBY DRAWING N0:
E 8/22/19 1
5813
CITY ENGINEER RCE 51152
0
0