HomeMy WebLinkAbout3684-1 STUET IMPROVEMENT PLANS ci
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TRACT NO. 16317, LOTS 1-36 MINIM FIELDSTONE COMMUNITIES S. PACIFIC RAILROAD w
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BASELINE AVENUE// BASE LINE AVENUE
CITY OF Lin
GENERAL NOTES FOR STREET IMPROVEMENTS: RCUCAMONGA
ANCHO
\ -" } ^ �" / CITY OF FONTANA UTILITY LIST MILLER AVENU R xic
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, , �� "� , ` -� �/�Rp /P/C
THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ,,�� -it ••' '> ,.'` \ �' y- ' I _ qo
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("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION �, • :,� j' - y i CITY OF FONTANA PACIFIC BELL CO. ',..'OTHILL BOULEVARD
UNLESS OTHERWISE NOTED. •
• j
\ /" o 8353 SIERRA AVENUE 3939 E. CORONADO STREET , i i 1 1
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE •, / \ / " 0NTANA,RCA 92335 ANAHEIM, CA 92807 / COUNTY OF SAN BERNARDINO
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK', THE CONTRACTOR / / \ \ '\ \;` .- \ \ \ i - ,y-'i (909) 350-6632 (714) 666-5467
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. '� / / ;r' �, " /•
/ \ SO. CAL. GAS COMPANY UNDERGROUND SERVICE ALERT ARRCW H GHWAY
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE C TY ENGINEER. ;/,/ \ \ l• - ` -
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT ,,� / \ °;\ J 1981 W. LUGONIA AVENUE (800) 227-2600
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION �' / \ \ / , / '�\ I REDLANDS, CA 92374
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SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
_ \- / / 909 335-7547 COMCAST CABLE TV
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. /
of\': \ N , T \ l I ( EMERGENCIES: (800) 427-2200 1205 DUPONT AVE.
• ONTARIO CA 91761
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES / ``•_' ',.9`..\
•,, \\\ �i` // / S0. CAL. EDISON COMPANY (909) 390-4738
DESCRIBED IN THE SATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION ,, r `�, ,*/ \ \ / / VICINITY MAP
0'� 300 N. PEPPER AVENUE
UNLESS OTHERWISE DIRECT BY THE CITY TRAFFIC ENGINEER. `` w • �� , , RIALTO, CA 92376 GENERAL TELEPHONE COMPANY NTS
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES DELINEATORS OR \ i , 909 820-5598 - UNDERGROUND 1400 E. PHILLIPS BLVD.
OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. • _ 909 875-5100 - TRANSMISSION ONTARIO, CA 91766
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES / •�a __3...__ __1:
- - (800) 227-2600
5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION CF INDUSTRIAL SAFETY. 909 637 1233 PIPELINES
909 357-6223 - DISTIBUTION
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED `�, ' ' // �t 30 `I j CUCAMONGA VALLEY WATER DISTRICT
BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTSs.
�� �. �. I 10440 ASHFORD STREET
OF THE DIVISIONS OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. , ' / �tei‘ �� I RANCHO CUCAMONGA, CA 91729
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A ,� / \ 2 s (909) 987-2591
SEPARATE PERMIT FOR THAT PURPOSE. \ •; 7 32 - - "2:2_
.1:1:282267
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, / / 5 0 s 33 1
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION ' 7
AND ELEVATICN OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE /y \\ \� \�� �, 34 „� \�' \ CONSTRUCTION NOTES
I
THERETO THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALEFT AT 1-800-227-2600 TWO = /,- \\, �� �- 35 � ,� I NO. DESCRIPTION QUANTITY UNIT
WORKING DAYS BEFORE EXCAVATION. s ,
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT / // \\ \\ ,_A ,% 36 •'S`` , �-� " I 0 01 CONSTRUCT 4.0" MIN. A.C. OVER 12.0" MIN. NATIVE (957 COMPACTED) PER CITY OF FONTANA STD. DWG. NO. 1000 72,935 SF
LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, / l \0 • O `��� %" _ I '25 �/ & SOILS ENGINEER'S RECOMMENDATIONS
I
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY N. / / / .`% t
,� f '` \ '',,, I Q 0 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. DWG. NO. 1003 3,535 LF
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. � „/ �/ �j � :�:�,.�'- � s. � '
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE \101114100-e'
/ 0 / ♦ --- 4 > 0 CONSTRUCT DRIVEWAY APPROACH PER CI OF FONTANA STD. DWG, NO. 1005 3762 SF
��� U A TY
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR / �\ \ �* '�' �,�p =-~'` X24 Ui SAWCUT & REMOVE EXIST. AC PAVEMENT 240 SF
VALVE OPERATION AND WATER REQUIREMENTS. \ y. `,, )' J CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. DWG. NO. 104 (MODIFIED W=8') 623 SF
13. CURVE DATA REFERS TO THE FACE OF CURB. / / 2 ��,�`` , i- - 23 ( I CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. DWG. NO. 1006 4 EA
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED / • ` ♦ ( z 0
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR j � i ,�� I ) 0 0 CONSTRUCT 4" THICK SIDEWALK PER CITY OF FONTANA STD. DWG. N0. 1015 (w= PER PLAN) 22,250 SF
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE r I `� /rF`;r. I I W 1 22 CO 0 SAWCUT & REMOVE EXIST. CURB Sc GUTTER 120 SF
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING CURING CONSTRUCTION. 1` �- (n W
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS `\ _ j �' �•, I I 9 REMOVE EXIST. SIDEWALK 480 SF
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. / / _ _ 7 i' I CI) 21 CI CONSTRUCT MODIFIED ACCESS RAMP PER CITY OF FONTANA STD DWG NO. 1007 5 EA
t
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, MONUMENT v ` r` s / ��\ r J�J J J J J I INSTALL STOP SIGN (R1) PER CITY OF FONTANA STD. DWG. NO. 139 2 EA
TIES AND BENCHMARK SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. t I
SURVEY 4 / t-\ f
" I ` • I '" I ®► PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR PER CALTRANS STD. DWG. NO. A24D 2 EA
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL EE REPLACED. •
\ sr- • I 20
THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO �/ ` • I I ® PROTECT IN PLACE - -
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. \ ,� �� , - ADJUST TO GRADE - -
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. - - N `- -- �` 1s , •
A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS 6 ,�i ` -- ..y: I t 19 HI REMOVE AND/OR RELOCATE - -
i
AND EMERGENCY VEHICLES. ` ` �/ O REMOVE EXIST. TRAFFIC BARRICADE - -
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS Of DUST CONTROL, INCLUDING ADEQUATE ♦ CONSTRUCT LOCALR
DEPRESSION PER APWA STD DWG NO. 313-1 4 EA
WATERING, AT ALL TIMES. ++��''� • 18 0
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 8 9 ! _ .� I I I GRIND EXIST. AND OVERLAY MIN. 0.1' AC PAVING PER DETAIL "A" ON SHEET 2 - - -
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO 10 -- i C1 INSTALL STREET NAME SIGN PER CITY OF FONTANA STD. DWG. NO. 139 4 EA
PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURINC CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 0 CONSTRUCT STREET LIGHT PER SEPARATE STREET LIGHT PLAN 9 EA
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 14 i'Allk N.1
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED SAN 16 17 N.A.P.
24. DENSITYCARESHOULD BLL EE TAKENRE-WORKING O PREVENT OGRAD STHAT
, DIITCHEES,TION OAND SWALESWORK
FROMUNTIL
UNDERMIN NSPECIFIED
TREET DENSITY
MPROVOEMTENrTS.ED. Fr7wgN NOTE:
S VAIN I QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE
UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLES SWALES ENTERING DA G, C c USED FOR BIDDING. CONTRACTOR SHALL DETERMINE THEIR OWN QUANTITIES AND BID A COMPLETE JOB.
OR LEAVING IMPROVEMENTS. REEK �`EK 6
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF C
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 11.1W �� /�1
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO MATCH EXISTING CONCRETE. L41,1 11%/t/'Nc
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATER. ' /4, `� tri R/W C/L R/W
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. f` € ' F. €-- _ _ 4
N
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. ,I'""°. r :4..,,, . , .\PI ,,-•.:i_;; I ,w,7 , 1 ...,.t - 1 70'
0 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. • I 15' . , 20' I 20' 15'
c°0'
� 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL
6 BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON INDEX MAP 5.5' 5.5'
'o COMPLETION OF ROUGH GRADING.
2 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE SCALE: 1"=100' I o
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
9 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, 29 LEVELLINE2% 2% LEVEL LINE -
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. "ale LEGEND AND ABBREVIATIONS: �-_-_---�-al 4.. . .= -. =-=40_-+4��_�_
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY al „
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 AC ASPHALT CONCRETE P' 6" CONC. 6" CONC.
" PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. C.L. CENTERLINE _ AIR & VACUUM RELEASE VALVE CURB & GUTTER CURB & GUTTER
d EX. EXISTING _- _--E - EXISTING STORM DRAIN
61 ENGINEER'S NOTICE TO CONTRACTOR FF FINISHED FLOOR _ r... Y ^!' EXISTING WATER PIPELINE I y ❑ BLOW-OFF VALVE ATER LATERAL CONC. SIDEWALK 70+ R/W CONC. SIDEWALK
FG FINISHED GRADE c. "_ EXISTING SEWER LINEMCKINLE`�( DRIVE
N FS FINISHED SURFACE
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR FH FIRE HYDRANT { --' EXISTING GAS LINE 0 PROPOSED VALVE
O FL FLOW LINE " '` -" EXISTING ELECTRICAL CONDUIT TI=5.5 NTS
1 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL _ PROPOSED TEE
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE G GAS EXISTING TELEPHONE CONDUIT PROPOSED STORM DRAIN
7 GB GRADE BREAK f-) EXISTING MANHOLE (SMH, SDMH or EMH) R/W CA. R/W
N LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HP HIGH POINT <;---- ., PROPOSED THRUST BLOCK
HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR INV INVERT ELEVATION �;,;-, EXISTING FIRE HYDRANT 54'
0 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LD LOCAL DEPRESSION B PROP. IRRIG. BACKFLOW PREVENTION DEVICE
o FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. '' EXISTING VALVE _
W PROPOSED WATER METER
MAX MAXIMUM EXISTING STREET LIGHT - 5' 7' 20' _I 20' 7' 5'
LF _
2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, � `' ..
' ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY MH MANHOLE 10,4-. - EXISTING CONTOUR `� PROPOSED CAP PUE _PUS
_
ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO / PROPOSED SEWER LATERAL -- - PROPOSED STREET LIGHT
o MIN MINIMUM 5.5' 5.5'
PL PROPERTY LINE
ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING I 1
Ln PA PLANTED AREA 0 PROPOSED SEWER CLEANOUT
m FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR - 1045 PROPOSED CONTOUR •
I, INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE: WITH REPORTED R/W RIGHT OF WAY cic=o3 PROPOSED GREASE INTERCEPTOR I I o
OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SOILS ENGINEER S= SLOPE OF PIPE - - - -is 0i PROPOSED BACKFLOW PREVENTION DEVICE TRACT BOUNDARY -2% LEVEL LINE _.22% 2% 2%
SD STORM DRAIN LEVEL LINE -.---
iI MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT PROPOSED STORM DRAIN CURB INLET - - - - V '
PACIFIC SOILS ENGINEERING INC. SWR SEWER --€ PROPOSED FIRE DEPT. CONNECTION ,
LJ THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF �����������w��= -�= -�`•�r-�=��-�,���i����,��� ����5
SS SANITARY SEWER wnmuu *����
ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. TC TOP OF CURB PROPOSED SEWER LINE ammmi PROPOSED STORM DRAIN GRATED INLET
i 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR 10653 PROGRESS WAY TF TOP OF FOOTING -•Q PROPOSED SEWER MANHOLE
n CHANGES TG TOP OF GRATE Y 2:1 SLOPES 6" CONC. 6" CONC.
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL TO THE PLANS MUST P.O. BOX 2249 PROPOSED WATER PIPELINE CURB & GUTTER CURB & GUTTER
BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. TW TOP OF WALL ® RETAINING WALL
F- 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS-CEMENT WATER CYPESS, CALIFORNIA 90630 WP TYPICAL FIRE HYDRANT ASSEMBLY F CONC. SIDEWALK 54+ R/W
CONC. SIDEWALK
PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED ( ) CUT/FILL LINE JAMESTOWN CIRCLE
TEL 714 220-0770 WM WATER METER
WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION WV WATER VALVE 0 GATE VALVE A BENCHMARK
o OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL FAX: (714) 220-9589e TI=5.5 NTS
o_ CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL CONTACT: PAUL J. ERNST 7.-iti-E.
'� � �7"AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS. je ' 7 F�,,/•;, SHEET INDEX:
O 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND �1/
0 CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE :,,,, ,. ,�� -
i ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN BASIS OF BEARING: /� 7 TITLE SHEET SHT. 1
0 SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. BEARINGS ARE BASED ON THE CENTERLINE OF EAST AVENUE `x►� * MCKINLEY DRIVE AND JAMESTOWN CIR. (NORTH) SHT. 2
w BEING N00`11'30"E PER TRACT MAP NO. 15958, 4� r
;' CIVIL �� JAMESTOWN CIR. (SOUTH) AND JAMESTOWN CIR. (WEST) SHT. 3
a M.B. 271/89-92 `f OF CPS( ,' :
`
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED FOR: BENCH MARK: PREPAREDBY: CITY OF FONTANA
DIG ALERT SHOULD CONTSTRUCTION OF REQUIRED Ste. 200
Q 10390 Commerce Center Dr.,
IMPROVEMENTS NOT COMMENCE WITHIN AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET QROFEss Oh Rancho Cucamonga, California 91730 STREET IMPROVEMENT PLANS
DIAL TOLL FREE �- �'� TWO YEARS OF THE DATE OF APPROVAL FIELDSTONE COMMUNITIES INC, NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF �,`°�;40. L F<<:Fc FuscoE Phone (909) 581-0678
o • EAST AVE. SET DRIVE PIN W C.S. TAG IN APPROX.`� SHOWN HEREON AND CARRIED FORTH INA s , IirDi FAX (909) 561-0696 DRAWN BY: SC SCALE:
z 1-800-227-2600 1y DILIGENT MANNER, THE CITY ENGINEER MAY 2 ASA, SUITE 200 CENTER TOP OF EAST WINGWALL FOR BRIDGE W N0. C 047255 m E,(I,EEpI,( Civil Engineers • Land Surveyors TRACT NO. 16317
REQUIRE REVISIONS TO THE PLANS TO #54-379 OVER ETIWANDA FLOOD CHANNEL. 1 1 Job Number: 655.0101 DESIGNED BY: JC �^ X04
AT LEAST TWO DAYS 1 I BVI VINE, CA 9 2 618 Exp. 12/31/05
1 DATE: 11 �9
BEFORE YOU DIG s '�
Y - BRING THEM INTO COMFORMANCE WITH /�o. CHECKED BY:
APPROVED- : DWG NO. OF
CONDITIONS AND STANDARDS IN AFFECT (949) 790-5400 ELEVATION: 1194.630 sr,re op c'``c°'' L.��„'��•' /�i��o4 f , LJ ; .
UNDERGROUND SERVICE ALERT � 4 cn STEVE L. ELLIS DATE 3684 3
OF SOUTHERN CALIFORNIA /�\ IeCORP n1' W 114Gy 5121 f o7 5e a -�,p• CITY ENGINEER R.C.E 51 152