HomeMy WebLinkAbout5875-1STREET IMPROVEMENT 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
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 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 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 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 TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, 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. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15.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.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION
TO THE CITY ENGINEER.
17. 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 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.
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-ERODEABLE 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.
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 SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
OWNER:
SLOVER CYPRESS. LLC
C/O LDC INDUSTRIAL REALTY, LLC
555 N. EL CAMINO REAL #A456
SAN CLEMENTE, CA 92672
PHONE: (949) 226-4601
• :
SEE DETAIL SHEET 1
SOILS ENGINEER:
NORCAL ENGINEERING
SOILS & GEOTECHNICAL CONSULTANTS
10641 HUMBOLT STREET
LOS ALAMITOS, CA 90720
PHONE: (562)799-9469 FAX: (562)799-9459
BENCH MARK:
CITY OF FONTANA BENCHMARK NO. "289"
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22' (NGVD '29)
STREET IMPROVEMENT PLAN
SLOVER GATEWAY COMMERCE CENTER
S/W CORNER OF SLOVER AVENUE AND CYPRESS AVENUE
LEGEND
A.B.
-AGGREGATE BASE
A.C.
-ASPHALT CONCRETE
B.C.R.
-BEGINNING OF CURVE
BLDG
-BUILDING
B.O.W.
-BOTTOM OF WALL
B.W.
-BACK OF WALK
C.L.F.
-CHAIN LINK FENCE
CONC.
-CONCRETE
C.F.
-CURB FACE
C.B.
-CATCH BASIN
-CENTERLINE
E.C.R.
-END OF CURVE
EXIST.
-EXISTING
E.P.
-EDGE OF PAVEMENT
F.G.
-FINISH GRADE
F.F.
-FINISH FLOOR
F.L.
-FLOW LINE
F.S.
-FINISH SURFACE
F.H.
-FIRE HYDRANT
G.B.
-GRADE BREAK
H.C.
-HANDICAP
H.P.
-HIGH POINT
INV.
-INVERT
M.H.
-MANHOLE
N.G.
-NATURAL GRADE
FP_
-PROPERTY LINE
PB
-PULL BOX
P.P.
-POWER POLE
R/W
-RIGHT OF WAY
R.D.
-ROOF DRAIN
TRANS PAD
-TRANSFORMER PAD
T.B.
-TOP OF BERM
S =
-SLOPE
S.D.
-STORM DRAIN
S.L.
-SIGHT LINE
ST.LT.
-STREET LIGHT
T.G.
-TOP OF GRATE
T.C.
-TOP OF CURB
TOP
-TOP OF SLOPE
TOE
-TOE OF SLOPE
WM
-WATER METER
WV
-WATER VALVE
UTILITY CONTACTS
SAN BERNARDINO COUNTY FLOOD CONTROL
825 E. THIRD STREET, ROOM 140
SAN BERNARDINO, CA 92415-0835
PHONE: (909) 387-8256
ATTN: TOM WILLIAMS
FONTANA WATER COMPANY
15966 ARROW ROUTE
FONTANA, CA 92355
PHONE: (909) 822-2201
ATTN: BRENDA FOWLER
1981 W. LUGONIA AVE.
REDLANDS, CA
PHONE: (909) 335-7965
ATTN: ED SANTILLAN
AT&T
1265 VAN BUREN ST. #180
ANAHEIM, CA 92807
PHONE: (714) 666-5614
ATTN: LEE QUEST
SOUTHERN CALIFORNIA EDISON
7951 REDWOOD AVENUE
FONTANA, CA 92336
PHONE: (909) 549-5345
ATTN: JEFF HUDSON
TIME WARNER
17777 CENTER COURT DR. 8TH FLOOR
CERRITOS, CA 90703
PHONE: (562) 677-0263
ATTN: JOHN CHRISTIANSEN
FONTANA UNITED SCHOOL DISTRICT
9680 CITRUS AVENUE
FONTANA, CA 92335
PHONE: (909) 357-5000 X 29455
ATTN: SHERRI WHITTEN
INLAND EMPIRE UTILITY AGENCY
(FOR SEWER)
6075 KIMBALL AVENUE
CHINO, CA 91708
PHONE: (909) 993-1696
ATTN: LIZA MUNOZ
TOLL FREE 'mmm' 1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
16477 SLOVER AVENUE
APN 0 0255-021-049 057 33, 34
FONTANA, CALIFORNIA
SL O VER A VENUE
149+00 150+00 151+00 152+00 153+00 154 00
1� � o Sri o to
l
INDEX MAP
SCALE: 1 " = 100'
SHEET INDEX
I
TITLE SHEET - GENERAL NOTES, CONSTRUCTION NOTES, AND LEGEND
2
DETAIL SHEET- TYPICAL SECTIONS & DETAILS
3
SLOVER AVE FROM 147+00.00 TO STA. 154+00.00
4
CYPRESS AVE FROM 57+00.00 TO SLOVER AVE.
PRNATE ENGINEER'S NOTE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS,
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON
THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON
THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING 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 COUNTY OF SAN
BERNARDINO, 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.
SHOULD CONSTRUCTION OF THE 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
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
VALLEY I BLVD.
SAN BERNARDINO FWY
BOYLE
az
z
'a SLOVER
AVENUE
'Q AVENUE
SITE w
77
ALISO DR E
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SANTA ANA AVENUEU
I/,
+00
VICINITY MAP
N.T.S.
CONSTRUCTION NOTES:
QUANTITY
O1
SAW -CUT & REMOVE EXISTING A.C. PAVEMENT. 8,785
SF/ 775 LF
STA. 154+76.16 SLOVER AVE (2)GRIND
AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN.
10,989 SF
STA. 63+66.96 CYPRESS AVE O3
REMOVE EXISTING MAILBOX.
N/A
O
REMOVE EXISTING CURB AND GUTTER
129 LF
O
REMOVE EXISTING SIDEWALK
129 LF
0
REMOVE EXISTING FENCE
620 LF
O7
EXISTING POWER POLE TO BE REMOVED BY SCE FORCES.
6 EA
0
REMOVE EXISTING DRIVEWAY
670 SF
0
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000
575 LF
10
CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS)
3,982 SF
11
CONTRACTOR TO CONTACT FONTANA WATER COMPANY IN REGARD TO EXISTING
-
IRRIGATION WATER LINES IN CONFLICT WITH ROAD IMPROVEMENTS.
12
CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
1 TON AC
FOR NEW PAVING IN SLOVER AVENUE (T.I.=9.0)
2 TON AB
13
CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
377 TON AC
FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0)
696 TON AB
(S
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002
1,748 SF
(MODIFIED AS PER DETAILS ON SHEET 2).
15
ADJUST EXISTING MANHOLE TO GRADE
1 EA
16
REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003
-
17
PROPOSED FIRE SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY).
-
18
PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY).
-
19
PROPOSED FIRE HYDRANT TO BE INSTALLED (BY FONTANA WATER COMPANY)
-
20
PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) -
21
PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) -
@
PROPOSED CATCH BASIN - SEE STORM DRAIN PLANS
-
@
PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS
-
(D
PROPOSED SEWER MANHOLE. ADJUST TO GRADE. - SEE SEWER PLANS
-
@
PROTECT IN PLACE EXISTING TRAFFIC PULL BOX.
1 EA
@
REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY)
-
BASIS OF BEARINGS:
PAVEMENT LEGEND
- REMOVE EXISTING
AC PAVEMENT
- CONSTRUCT NEW
ASPHALT PAVEMENT
- CONSTRUCT NEW
PCC SIDEWALK
- GRIND AND OVERLAY
- CONSTRUCT PCC
IMPROVEMENTS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE
PLANE COORDINA TE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM
1983 (NAD83) BASED LOCALLY ON CONTINUOUSL Y OPERA TING REFERENCE
STA TIONS (CORS) 'EWPP" AND "GISA " AS SHOWN HEREON (BASIS OF
BEARINGS- S 82'35'10.9410" E). ALL BEARINGS SHOWN HEREON ARE GRID
BEARINGS AND REPRESENTED HEREON BY THE CENTERLINE OF OLEANDER
A VENUE BEING NORTH 0022104" WEST.
COORDINA TES SHOWN ARE BASED ON NAD83, 0CS83, ZONE 5, 2010.0
EPOCH, AS FURNISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER
(CSRC) AND PUBLISHED WITH THE NATIONAL GEODETIC SURVEY (NGS). ALL
DISTANCES SHOWN ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED.
TO OBTAIN GRID DISTANCES, MUL TIPL Y GROUND DISTANCES BY A
COMBINA TION FA CTOR OF 0.9999473914 DERI VED L OCALL Y A T A FOUND 1 "
IRON PIPE, TAGGED SS CO SURVEYOR, ACCEPTED AS THE INTERSECTION
OF OLEANDER AVENUE AND SANTA ANA AVENUE, 34 03'46.906444500"
NORTH, 1172655.322089336" WEST WITH A NORTH AMERICAN VERTICAL
DA TUM OF 1988 (NA V088) CPS DERIVED ELEVA TION OF 1078 J5
THE MAPPING ANGLE AT FOUND I INCH IRON PIPE, TAGGED SB CO
CSRC CORS STATION TWPP" SURVEYOR IS 07851.290019152".
NORTH LA TITUDE = 34 0675.101345631 "
WEST LONGITUDE = 117'3l'32.058570000"
CALIFORNIA STA TE PLANE COORDINA TE SYSTEM (SPCS),
ZONE 5, NORTH AMERICAN DA TUM 1983, (2010.0 EPOCH)
NORTHING = 1, 860, 639.606 U. S. SURVEY FEET
EASTING = 6, 705,286.971 U. S. SURVEY FEET CSRC CORS STA TION "GISA "
ELEVA TION = 1194.66 U. S SURVEY FEET NORTH LA TITUDE = 34 04'09.474625633"
COMBINED FACTOR = 0.9999335276 WEST LONGITUDE = 11713'05.731530000"
CONVERGENCE ANGLE = 0'16'13.546933068" CALIFORNIA STA TE PLANE COORDINA TE SYSTEM (SPCS),
ZONE 5, NORTH AMERICAN DA TUM 1983, (2010.0 EPOCH)
NORTHING = 1, 848, 521. 869 U. S SURVEY FEET
- _ EASTING = 6, 798, 414.952 U. S. SURVEY FEET
ELEVA RON = 1236.71 U.S SURVEY FEET
/V 82 35 j1 " COMBINED FACTOR = 0. 9999384926
63AS/S ��- CONVERGENCE ANGLE = 0'2644.166506927"
9.3917. gg ' 93913 O5
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* R.C.E. NO. 56155 r
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GPS TIES & BASIS OF BEARINGS
N. T.S.
Prepared Under The Supervision Of
Thienes Engineering, Inc.
CIVIL ENGINEERING *LAND SURVEYING
14349 FIRESTONE BOULEVARD DRAWN BY:
LA MIRADA, CALIFORNIA 90638
PH.(714)521-4811 FAX(714)521-4173 S.O.
DESIGNED BY:
Date : 12/04/19 CHECK M.R.
EINHARD STENZEL RCE NO. 56155
M.R.
WD/D# 8-36C388410 ARP 19-021
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
TIME SHEET SCALE:
GENERAL NOTES, CONSTRUCTION NOTES & LEGEND AS SHOWN
SLOVER GATEWAY COMMERCE CENTER DATE: 1co
:
S/W CORNER OF SLO RAVE AND CYPRESS AVE
APPRO BY. DRAWING NO.: [F4
'DATE: 12/ 9/ 19
Y ENGINEER R.C.E. 51152 5875