HomeMy WebLinkAbout3533-1GENERAL NOTES C[77r OF
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT FOR TA PeAj
PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. oi�TREEWTM ffiflpffe OVEN Fmme"o PL _111MIS
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Z 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 c _ r_ IC
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CONFLICT TO THE CITY ENIGNEER FOR RESOLUTION. !1,'j 0540
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J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENG/NEER. „i __l�I!/IRFIELD
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4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, _ - -- -CD
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ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO 12 o , rJLr` ': - - R/W 79' RI"
WORK/NG DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)11 , (�O�r� '� ICL
350-7610. �' �� 10 (909)COLA
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511 5' 22' 22' 5' 5' 5' 1
5. THE CONTRACTOR SHALL CONFORM TO ALL TR4FFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE g
STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE
CITY TRAFFIC ENGINEER. t+ 1
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7- 29 2 M
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6• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL + + ', " ` Za MA 27
DEVICES AT ALL TIMES
-
CONIC.
i 1
18 1 1 6 i
Z THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER I 1 ': QQ SIDEWALK CONC. CURB CONC.
IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. �' $ t &GUTTER SIDEWALK
+ - �� 5 + coNc.cuRe & AUGUSTA DRIVE
GUTTER
NOT TO SCALE
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5 FEET IN DEPTH SHALL BE GUARDED BY SHORING' o ` r
O � ` � � , --� 4 EX/STING STREET PER CITY DWG. N0.2772
SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL ?-�§ A� - RIW R/w
..
SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL 3
- ::.� +
+ SCALE IN FEET 54
TIA
EXISTS FOR GROUND MOVEMENT a2 �� - ` ICL
tH • 2 0 150 300 450 600 7' 20' 20' 7'
9• NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR ` 2 { �� \ �-== ; ` - -� 5 1 ' s 1 '
-
THAT PURPOSE. L 19 20
P. u. ICL o o , rc 5'
E
° 23 �� g,,, LEVEL L/N AC PAVEMENT P. U. E.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER /T SHALL BE THE �' 25 24 - / ` ` 2% 27 210.'27 ?
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RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING `" t MA 7Ct;
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT y 7 SN%�: * ' CONIC. CONIC.CONSTRUCT/ON NOTES QUANT/T/ES
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. siDEWALK siDEwaLK
6 6 w . ; CONB Tl = 5.5 CONC. CURB
' * �� ' fiJ & GUTTER 54' RIW TYP. SECTION & GUTTER 1�CONSTRUCT 4 1/2" AC PAVEMENT (M/N.) OVER 12" OF 957. 169,000 S.F.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
0 ' NOT TO SCALE
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, �'��'` 2 S °: COMPACTED NATIVE MATER/AL.
;� / GOLDENDALE WAY, EAGLEMONT DR/VE (STA.13+36.14 TO 24+76.04) "
SEWER, STORM DRAIN, FLOOD CONTROL AND CALTR4NS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS , 27 f 31 \ 4 1� ,, 2 -CONSTRUCT s CF P.C.C. CURB &GUTTER PER CITY STD. PLAN N0. 1003. 8,479 L F.
RIW
NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. °' / 30 8 ° `` `, ` 9EADOWMEER LANE, STONE RIDGE LANE
` I 2 29 RIW
9 0 3 `�\� ' ` 50' �3 -CONSTRUCT CROSS GUTTER `(W=8) PER CITY STANDARD PLAN N0. 104. 3, 832 S.F.
12• THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY ;#', , ` , `, 10 4 4
AUTHOR/ZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPER4TION AND WATER j + Z 11 l° , /°` ' 2 ` �� `, "+ f 7' 18' ICL 18' �' CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 14 EA.
REQUIREMENTS I ('
i j , 3 \ 12� /\ \ j '' 6 1 """ 5' 6' CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
J4,506 S.F.
��� e. NT• -
13. CURVE DATA REFERS TO THE FACE OF CURB. ; ' 14 - ' , : '' `` P. u• E CL. To Tc 5'
+0.03' aCONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN N0. 102 20,6J6 S.F.
r°f AC PAVEMENT P. U.E. " "
LEVEL LIN
5 f 1; Q -� " 5 0, p,� 2� 27 W PER PLAN.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. , o y 3 °. _ ---� 2q 2� ?.
A
`� ! 2. t CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1, CASE A & 8 EA.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT 23 4,, CONC. CONC. CASE B, SEE DETAIL ON SHEET 4.
THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND f 22 �, 2 '` SIDEWALK SIDEWALK g ADJUST MANHOLE AND OR GATE VALVE BOX TO GRADE PER CITY 23 MH 18 GV
� 6 �, �, � 20 � ,3 ._u_____. '� T1=5.5 coNc. CURB C�- / /
G 21 CONC. CURB , STD. NOS. 109 & 130.
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. .! t 19 5 �� &GUTTER SO RIW TYP. SEC TION
& GUTTER
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t V 7 �, 18 .. `++ ` �� NOT TO SCALE STREET NAME SIGN PER CITY STD. NO. 139. 11 EA.
16. THE CONTR4CTOR SHALL NOT DISTURB EX/ST/NG SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR �: - `
(STA. to+sa.56 TO 12+41.05)
NOTIFICATION TO THE CITY ENGINEER. # v ; , �- - - 1 19 + , - - - EAGLEMONT DR. (sTA.25+59.18 TO 26+31.64) ,ANTHEM CT., LOOM/S CT.,
3- �� 6" 1; ;` r 10 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN N0. 1016 (SCE #7). 23 EA.
s I 8 a 2 Y °'' LAKE PADDEN LN., SEDONA LN. (STA11+11.80 To 11+29.49)
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH ' ���,, J+9-\01 L + 1 R w 54' R W 11 INSTALL R1 STOP SIGN W LIMIT LINE & "stop" LEGEND
? -- -- 1 r / 9 EA.
MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL r1 ; ° 8 , 10 12 '
CL O-- REMOVE BARRICADE, SAWCUr 2 EX/ST. A.C. AND JOIN 2 Eq•
BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER'+, 5' 22 22 5'
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ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE a ? ° R =y ' % , 7__1 `- 16 -�;
5,
MONUMENT. , 11 15
6 + , ` '.A P. U. E CL. TO TC 5'
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4 ( r; -0.05'
P.U.E. CITY OF FONTANA UTIL/T Y NOT/F/CATION L/S T
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT �, 12 r 3 2 --� 28 �� _� �� ; LEVEL LIN Ac PAVEMENT
___ 2% 27
LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES 5 ° ? 1 7 I ANT S, ° ?.�° _ ?�q° �" 2 CITY OF FONTANA PAC/FIC BELL CO.
- 4 2 ; - ATTN CARLOS NAVARRO ATTN: NORMA GU/LLOT
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATER/NG, ' 7 ' - colvC.
. , 4 g + ° °: CONC. 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET
AT ALL TIMES _ _ , , - , �- --� + I , -) SIDEWALK
S/DEWALK
�SHT• 000 , 26 ? _ CONC. CURB -
--- E & GUTTER TI = 5.5 &GUTTER ( ) 3 ANAHEIM,
80CA:. 92807
WALK CA SUITE
CONC.CURB 909 350 6632
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. ,i ` 7 --t - - _ A ii!, rr ENTRY STREET TYP. SECTION
(714) 666-5401
TF
2J` t NOT TO SCALE
J ✓ SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATER/AL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ? t /` J' + ° t �� SEDONA LANE(sa 12+24.83 To 12+8703) , SHOREACRES VIA Y ATTN: GREG GASPAR ATTN: JACK HAVES 1205
PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. ' F .�- - -- I HT. 3 24 :' ' y W'LY El 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO CA. 91761
CA. 92335 '
17 i t / 117' R 1 (909) A, (909) 390-4738
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTbR. I 18 i 16 15 14 0fESS (909) 428-8411
13 i 12 i 11 1 p 1f ,`��`'` I x O '�� 12' 40' CL 16'-25' EMERGENC/ES: (800) 427-2200
° r 9 r ti l. 40 -47
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL i` - ,-� : ' ? ,` Jr I '`- ��`� �, VER/ZON
/ y / c!' SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENS/TY IS OBTA/NEO. ,` 19 1 J� (�; - ' l It y i % ti s' s' 33' 7' 7' 33'-42' VAR. s' VAR. 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD.
a' 21 / 7 N. 3613% POMONA CA. 91766
t %� i _ y FONTANA, CA. 92335
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON ± ! __ _ - ,' =E 7►.. (909) 820-5598 - UNDERGROUND '
909 469-6327
1 ""'�'--,- , j 20 ,� '� (909) 875-5100 - TRANSMISSIONS
( )
INSPECTION OF THE SITE, THE CITY ENG/NEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING'
IMPROVEMENTS ,, 20 s 1, �,,.�` . , z _ . P 29 2� ter_ �'� Mq,�. (213) 637-1233 - PIPELINES FONTANA WATER COMPANY
}. 21 22 23 24 + \SH1: �4. J. 1 /tet Z;t MA (909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW
13 15116 I 19 I 1 � .--: , .. 8440 NUEVO AVENUE
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION I I #1 - -
FONTANA, CA 92335 (909)
e, '
AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS - A- = _- - -- __ . _ _ p . _ CONC. cRAwFORD CANYON MuruaL WATER CO.
1 i3 , - i R/Z/0 - FAX. ( )
"'; \ CONC CURB 822 2201 909
I! / ;l `, CONC. �/ CONC.CURB MEANDERING SIDEWALK ATTN: BASIL ✓. FAB
_..:___ ___._ r e . & GUTTER 823-5046
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. _-- i-' SIDEWALK (909) 463-9580
- ,�; REuE &GUTTER
` - -P` CITRUS A VENO WEST SAN BERNARDINO WATER CO.
SIE74RA LAKES _pq _ �-
__.
" ",__- _, __ - -_ORD NOT TO SCALE UNDERGROUND SERVICE ALERT ATTN: LON TSAI
2Z THE SEWER CONTRACTOR SHALL STAMP AN S IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. - t. - - _ ; , ,� t il"� S'L Y EX/STING STREET PER CITY DWG. N0. 2807 NIL Y (800) 422-4133 855 W. BASEL/NE ROAD
THESE RECORD Dd4AlMiNQB DAVE B EIV PF`"'PAnrol IN R W R/W PROP. PRO Il RIALTO, CA 92377
a_.. PART, ON THE BASIS OF INco,9M t? ;Al 0 AND WALL WI TH
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND INDEX IAP 111'-12s
APPROVED. FURNISHED BY OTHERS. THE Elft M!n WILL "07 I
2.5' RET.
RESPONSIBLE FOR ANY E jn0W � 0*" 3 + 10' 40'-47' CL 40'-51 ' 21 ' LEGEND
SCALE 1"_ 150' HAVE BEEN INCORPORATED acro THE 00=,r s � AG
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. A RESULT THER 30' 10' 10' 30' 4' A. C. ASPHALTIC CONCRETE P. C. C. PORTLAND CEMENT CONCRETE
PRIVATE ENGINEER'S NOTICE TO CONTRA C TORS 2.1 PAD B. V BEGIN CURVE (R) RIDGE LINE
5 10 2 B. V. C. BEG. VERTICAL CURVE
30. APPROVED SOIL STERILANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. N'LY S'LY MAX 5 5' 27 MIN. B. w BACK SIDEWALK RIW RIGHT OF WAY
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES RIW RIW 0.71' TYP. 207 MAX. C B. CATCH BASIN TAN. TANGENT
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, 102 3:1 C• L• CENTERLINE T. C. TOP OF CURB
LEVEL LINE
AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX/ST/NG UTILITIES EXCEPT CL 27 -- - - - - -- - - -- - - -- - MAX. E. C. END CURVE W W/D TH
17 34 34 17 27 29 E. P.
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE ` ' �'� • EDGE PAVEMENT V VERTICAL DEPTH
PROP. 3 MAX.
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 30 4 4 30' - RET. WALL EG EDGE GRADE 590.77 INDICATES EX/STING ELEVATION
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE DRAW/NGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- E. V.C. END VERTICAL CURVE ( )
RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION s 5 6 6 5 6 C. EX. CONE. CURB EX. WALK
S/B/L/TY FOR THE UTILITY PIPES, CONDO/TS OR STRUCTURES SHOWN OR NOT EX. CONC. &GUTTER EX.CONC.CURB SIDEWALK F. L. FLOW LINE 590.77 INDICATES PROPOSED ELEVATION
OF ROUGH GRADING. SHOWN ON THESE DRAW/NGS SIDEWALK & GUTTER F S FINISH SURFACE
EXISTING STREET S ClTY DWG. N0. 2757 INDICATES SLOPE 2.1
SIERRA LANCES PARKV�✓A Y G.B. GRADE BREAK
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-T H.P. HIGH POINT 0 AC PAVEMENT
IB/L/TY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION �! 27 27 NOT TO SCALE INV INVERT i/ / REMOVAL
CONTRACTOR UPON COMPLETION OF PAVING. OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT MAX. r- -~ TC=FS-0.7i' 0. C. 0
T ON CURVE
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK/NG HOURS, • l�" GRIND
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER =-, a `; `CONI. T1-1 0
TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. AND THE ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, CONC. \ /CONC.CURB SIDEWALK EDGE OF PAVEMENT
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING SIDEWALK `" &GUTTER CONC.CURB BENCH IEIARK• No. 615 HE BE IN BEARINGS.- �/
&GUTTER THE BEAR/NG OF N00 16 44"W ALONG
35. CONTRACTOR SHALL RELOCATE AND OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE RAILROAD SP/KE AT INTERSECTION THE CENTERLINE OF CITRUS AVENUE, AS
OF CITRUS AVE: AND LOS CECROS
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. ENG/NEER. SHOWN 2 MAP OF TR 15908, FILED
l�alU/RF/ELD LANE AVE , IN POWER POLE N0. 9011E /N BOOK 271, PAGES 34 THROUGH 39,
CONTRACTOR SHALL VER/FY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT NOT TO SCALE ON THE EAST SIDE OF CITRUS AVE. /NCLUS/VE, OF MAPS, RECORDS OF SAN
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE ALL DISCREPANCIES TO THE ENG/NEER PR/OR TO THE COMMENCEMENT OF WORK. EX/STING STREET PER CITY DWG. NO. 2772 ELEVA TION. 1467.59 BERNARDINO COUNTY, WAS USED AS
RECORD DRAWINGS TO THE CITY ENGINEER. THE BASIS OF BEARINGS FOR THIS MAP.
p O REV REVISION DESCR/P110N DATE ENGR CITY DA 7E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of
OF
COMMENCE, WITHIN TWO YEARS OF THE DATE OF APPROVAL �e� pM N� PREPARED /N THE OFFICE INC.��- � s�Fti MADOLE AND ASSOCIATES, IN
SHOWN HEREON AND CARR/ED FORTH IN A DILIGENT_ MANNER, � Q� `�� DRAww aY.
w ¢ No. 62183 N � 10601 CHURCH STREET, STE. 107
a X RANCHO CUCAMONGA, CA 91730 RK
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp+ 9-30-05 p NE (909) 948-1311 DESYGNED BY
BEFORE DAYS BEFORE Q
RM
YOU DIG You DIG BR/NG THEM INTO CONFORMANCE WITH CONDITIONS AND�9TFoF A I Date ,.I W'0 CHECKED Br
TOLL FREE 1-800-227-2600 2 REG'. YW6. ` -3•°? RCE 6218 EXP. 9-30-05
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT n REVISED ST REMIGHTLOCRTi'A n7 its► I I �{•3� STANDARDS /N EFFECT. RM
VICINITY MAP
N. TS.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT ENT PLAN
TRA C TLE
16 401 -1, -2, -3�-,4 SCA
Tl T E EET °A' AS SHOWN
AUG 2003
P OVED D /r DRAIMNG NO. 1
3533
JTY �lVf`lAI��R R /' F x;1199 ne rc