HomeMy WebLinkAbout5763-1•c
0
E
0
U
Of
N
N
0
0
0
0
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 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 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
CAUFORNIA 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 DEVICES 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 CAUFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
APPROVED PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAVEMENT PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED
BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION
TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SWILL BE PROVIDED BY THE CONTRACTOR TO
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
CITY OF FONTANA
OFFSITE
STREET IMPROVEMENT PLANS
SUMMIT AT ROSENA
TQAr'T Kin Oni rZQ
[:.I"�� 9
SITE
VICINITY MAP
N.T.S
FREEWAY
-10
B.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
- --
-
---------- CONSTRUCTION NOTES
QUANTITY ESTIMATES
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE
I
1-SAWCUT EXISTING A.C. PAVEMENT
16,905
LF
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS
CITY OF FONTANA, UTILITY
i'�
NOTIFICATION LIST :1`
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
_
S�EQ --
i
_
-
I
2o-GRIND EXISTING AC PAVEMENT AND OVERLAY
32,210
SF
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
CITY OF FONTANA
AT&T fa 3__
I
3o-CONSTRUCT 6.5 AC PAVEMENT OVER 95% COMPACTED
269,950
SF
THE POTENTIAL FOR GROUND MOVEMENT.
8353 SIERRA AVE
22311 BROOKHURST ST SUITE 203
i
i
i
I
NATIVED
NATIVE SUBGADE, PER SOILS ENGINEER'S REPORT AND GENERAL NOTE 32
SCT
9.
MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
FONTANA, CA 92335
(909) 350-6632
HUNTINGTON BEACH, CA 92646
(714) 963-7964 �
3
��
I
i
i
,
I
4 "
4 PCC SIDEWALK PER CRY STD. PLAN 1006, W=8'
24,730
SF
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR
RI
THAT PURPOSE.
S0. CALIF. GAS COMPANY
SPRINT ]
I
6
I
t
5CONSTRUCT 65 AC PAVEMENT OVER 95% COMPACTED
160,050
SF
10.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM
1981 W. LUGONIA AVE
2592 DUPONT DR
I
NATIVE SUBGADE, PER SOILS ENGINEER'S REPORT AND GENERAL NOTE 32
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY
REDLANDS, CA 92374
IRVINE, CA 92612
i
i
i
i&L
""
6o-CONSTRUCT 6.5 AC PAVEMENT OVER 95% COMPACTED
255,390
SF
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD THE TRUE
(909) 335-7967
(800) 659-9698
i
i
NATIVE SUBGADE PER SOILS ENGINEER'S REPORT AND GENERAL NOTE 32
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO
EMERGENCIES: (800) 427-2200
-
(
i
_
i�
III
___� 7 ONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
14,835
LF
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
TIME WARNER CABLE '�
I
I
$
__
__
__
8 ONSTRUCT 8" CURB PER CITY STD. PLAN N0. 1000
4 771
LF
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
SO. CALIF. EDITON COMPANY
1500 AUTO CENTER DR
i
i
ii
i
;
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
300 N. PEPPER AVE
ONTARIO, CA 91761 ]
I
i
i
i
�_
_
,E
9 ONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN N0. 1006, W=6'
64,160
SF
11.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL
RIALTO, CA 92376
(909) 975-3439]
I
_
�
-
i-
% ^^ / 10 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN NO. 2000
41
EA
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
909 820-5598 - UNDERGROUND
��
-
_
LIM
-
I
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING,
909 875-5100 -TRANSMISSION
13 5E PCOLLST #106
/' je 11 INDICATES PROPOSED DECORATIVE LED STREET LIGHT (165 WATT)
53
EA
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
213 637-1233 -PIPELINES
909 357-6505 - DISTRIBUTION
CORONA, CA 92881 -------
I
�z / �e� E PART N0. 10184043 CARPINTERIA POLE AND TEARDROP FIXTURE WITH
v) (BROWN JASPER POLE ANd BLACK ARMS TEARDROP) PER CITY
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
(951) 278-0400
W
i
Z
a= e STD. PLAN N0. 404, CASE 1.
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO
WORK AROUND THEIR FACILITIES.
WEST VALLEY WATER DISTRICT
UNDERGROUND SERVICE ALERT
Lu
�+
i
W
: 12 ONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003
29
EA
ATTN: ENGINEERING DEPARTMENT
(800) 422-4133
i
I
a70U
I
i
12.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER
855 W. BASELINE ROAD
Cn _
i
�/�c.: 13 ONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003, CASE C
5
EA
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION.
RIALTO, CA. 92376
FONTANA WATER COMPANY
UJ
LLj
14 NSTALL STOP SIGN PER CITY STD. PLAN NO. 4003
12
EA
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
(909) 875-1804
15966 ARROW ROUTE _
- _
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
METROPOLITAN WATER DISTRICT
FONTANA, CA 92335------?-""ti"
-
I 15 NSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003
24
EA
13.
CURVE DATA REFERS TO THE FACE OF CURB.
DANIEL FLORES
(goy) 822-2201
i
*
16 NSTALL STOP BAR AND LEGEND STRIPING PER CA MUTCD
12
EA
700 NORTH ALAMEDA
-
-
14.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT
LOS ANGELES, CA 90012
TEVIEJOSTREET
PEGASU$
Y PLAC
PETR
N
I
17 TO BE RELOCATED BY OTHERS
WHERE OTHERWISE NOTED.
(909) 392-5137
o
i
`
i
--
--
}
�
I
18 ONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN N0. 1002
3
EA
15.
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK
SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT
�Ii
i
Z
o
II
i
19 FURNISH AND INSTALL 6 PACK TRAFFIC SIGNAL INTERCONNECT
2 564
LF
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE
ATT. ED HILLS
] ( r
+
I
i
CONDUITS INCLUDING WIRE IN 1 CONDUIT PER TRAFFIC SIGNAL
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION
1402 N. VOSBURG DRIVE P.O. BOX
1299 -J -
oA
LI ES BEET
w
INTERCONNECT PLAN.
CONTROL STAKING DURING CONSTRUCTION.
AZUSA, CA. 91720
OAKVILL
EE
20 FURNISH AND INSTALL (1) 4 RIDGED CONDUIT TRAFFIC SIGNAL INTERCONNECT
CONDUIT 5,276
LF
16.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
(626) 969-7911
i
-� i
c
- -
-
-
i
STAG'S L N
PER TRAFFIC SIGNAL INTERCONNECT PLAN.
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO
I
'
21-FURNISH AND INSTALL TYPE P48 SPLICE BOX AT 400' INTERVALS
15
EA
THE CITY ENGINEER.
I.
PER TRAFFIC SIGNAL INTERCONNECT PLAN.
SOILS ENGINEER
sl L
J
TRIVE O P CE
22 ONSTRUCT BARRICADE PER CITY STD. PLAN NO. 4000.
1
EA
17.
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE
PEW GEOTECHNICAL, INC.
�
? 1I
u'
-
-
s
FNRR OUR
i _
,
23 IPE ROADWAY PER SIGNING AND STRIPING PLAN
6,152
LF
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
GRAYSON R. WALKER, GE
I
d
_
_
--
24 EMOVE EXISTING AC PAVEMENT.
131,930
SF
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF
40880-R COUNTY CENTER DRIVE
_
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL
TEMECULA, CALIFORNIA 92591
_
��
-- _
N RIVE :� '
u
25 ONSTRUCT STANDARD BUS BAY PER CITY STD. PLAN NO. 1005
3
EA
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO
PHONE NO. (951) 600-9271
i
26 ONSTRUCT DECOMPOSED GRANIT TRAIL
9,402
SF
CANOE ESTABLISHED FOR LATER
II
EPLACEMENT OONTHE 0
-"
`
r-
-
Ii w 27 ONSTRUCT 10' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403
13,158
SF
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL
BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED
WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21. 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.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY INSPECTOR.
23. 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.
24. 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-ERODABLE
SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS
SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL
CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF
THE CURB AT THE LOCATION OF THE SEWER LATERAL.
V O
11 T
A� a M,vw�nM
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
SHOWN ON THESE PUNS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS 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 CONDITIONS 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 THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE DESIGN PROFESSIONAL.
UNAUTHORIZED CHANGES AND USES:
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
CONSTRUCTION STAKING NOTICE
THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
ALLARD ENGINEERING WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE
PROJECT. IF, HOWEVER 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 ALLARD ENGINEERING INCORPORATEDWILL NOT ASSUME
ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH
COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF ALLARD ENGINEERING COMPANY
HAD PERFORMED THE STAKING WORK.
ENGR. I DATE I CITY I DATE
SPECIAL CARE SHALL BE TAKEN WITHIN CASA GRANDE AROUND
MWD AND SGVMWD PIPELINE BOTH DURING GRADING AND
CONSTRUCTION. CONTRACTOR RESPONSIBLE TO ADHEAR TO
ALL REQUIREMENTS, INCLUDING SUBMITTAL OF SHORING
DETAILS 30 DAYS PRIOR TO CONSTRUCTION TO ENGINEER
AND AFFECTED UTILITY/AGENCY
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
INDEX MAP
SCALE: 1"-120'
LEGEND: SHEET INDEX
PROPOSED A.C. PAVEMENT
® REMOVE EXISTING A.C. PAVEMENT
GRIND EXISTING A.C. PAVEMENT
0 i' .:1 3211 C1012
---- INDICATES RIGHT-OF-WAY LINE
- - - - INDICATES EXISTING IMPROVEMENTS
(t3oo}- INDICATES EXISTING CONTOUR LINE
DIRECTION OF FLOW
BASIS OF BEARINGS:
THE EAST LINE OF THE SE 1/4 OF SECTION 19, ALSO
BEING THE CENTERLINE OF SIERRA AVE., PER PM NO.
19431, PMB 242/97-98
BEING: N00'33'32'W
BENCHMARK:
CAI -TRANS BENCHMARK #8-17
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED
343' N/O 1-210, 0.2 MILES WEST OF SAN SEVAINE RD.
EL=1428.609
SHEET 1 - TITLE SHEET
SHEET 2 - SUMMIT AVENUE
SHEET 3 - SUMMIT AVENUE
SHEET 4 - SUMMIT AVENUE/CASA GRANDE AVENUE
SHEET 5 - CASA GRANDE AVENUE
SHEET 6 - CASA GRANDE AVENUE
SHEET 7 - CYPRESS AVENUE
SHEET 8 - CYPRESS AVENUE
SHEET 9 - CYPRESS AVENUE
SHEET 10 - SIERRA AVENUE
SHEET 11 - SIERRA AVENUE
SHEET 12 - SIERRA AVENUE
SHEET 13 - CROSS SECTIONS
SHEET 14 - CYPRESS CROSS SECTIONS
SHEET 15 -CYPRESS CROSS SECTIONS ELPC 18-000019
SHEET 16 - SGVMWD DETAILS
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
18888 Seville Avenue
Fontana, California 92335
(909) 358-1815 Fax (909) 385-1795
1Qw7,.� . a,Q� 01/23/19
RAymond Allard, R.C.E.36052 Date
(expires 9/30/2020)
J.
C 1 No. 36052
Exp. 6/30/20
CITY OF FONTANA, CALIFORNIA
OFFSITE STREET IMPROVEMENT PLANS
DRAWN BY: AE SUMMIT AT ROSENA Ste' AS NOTED
DESIGNED BY: TITLE SHEET DATE:
DBW I January, 2019
CHECKED BY: APP D BY DRAWING NO.:
RJA __. _.._...___ DATE_ 1 /28/2019 5763
93
Flename: I.\Cal Atlantic\Summit at Rosena\Drawings\FINAL DESIGN\OFFSITE\STREETS\SUMMIT AT ROSENA-SHT 1.dwg