HomeMy WebLinkAbout3275-1GENERAL NOTES ID
fqh BRIDLEPAT1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS CE7V OF FGf\\17ACITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. surr ^�
CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS 16
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, R(a. ,h
NOTED. - COLOR AND FINISH TO MATCH EXISTING CONCRETE.If% rFR Vlllllllllllllllllirpm I AII$CHO
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF ,w srREEr CUCAMO .GA
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO THE CURB AT THE LOCATION OF THE SEWER LATERAL. 1� LIM
PRECEDENCE PROVISIONS IN THE "GREEN BOOK"; THE CONTRACTOR
-- -----_
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING r r------ 1---- ..,, I N�3 WHOM Lam I RD
FOR RESOLUTION. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. ®m i " I f 11 ' '
`� I I I I I HDR)}I FRONTAGE R1
EI I I ! I I �___-_
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE ���'�'� I .. �� _ _ _ -_ _ _ _ _ _ _ _ ACCESS
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND � ° ' I 1 � � - ----- -- s
-- ACT AS=
° 1 , ---- I
CITY ENGINEER. APPROVED PRIOR TO PAVING OF STREETS. _ _ _ _ _ _ u i i- _ _ _�_ - _ _ _ a _ _ -
I 11 I I 1 T ( D AVE
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF -�-�A i g I
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING PAVEMENT PRIOR TO PLACEMENT. € --
-- I 1 t0 I I 112 i / \`�
DIVISION PRIOR TO THE START OF ANY WORK. Il����'� I I
I �j �, I I � 79 n l / 714 I � VICTORIA ST WALNUT AVE
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO ___ ----� I -_�------
WORKING
- __ - sa
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT -----� - 1
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED - I , tib
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 909 350-7610. Stl Wi�Y >x I I I wawur AVE FONTANA
( ) BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. ' -- � __ � _= i=== � _= =- --� � 6s u � � 64 i i 69 110 ua a x
-- � � I I i
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL ! ' I ' I u 1� a 70 1p9
® 1 I I I I
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA__ 1- 1 �� ' I I 66 16 I IEr 6Z 1 77 10a u7 BASELINE AVENUE
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. u a6 1 1 I I I Iy I I a
a4 I I I
65 n I I 61 I n 107 I I 7E3
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
u as I 1 1 i I
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR \ I / i 14 i I 60 I I 7a 106 i ( i 119 n
UPON COMPLETION OF PAVING. I I ° I 1 I I I I Ca b VICINITY r PROJECT
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION sa I 1 a6 i I 67 is 1 _
_
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH
------ I 1 I 1 a i a9 i i 74 lu i i u0 N.T.S. LOCATION
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE I I I I 1
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. I I 1 0 I I I '
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC I I I I I I I I as I 7a l04 I I 731 CONSTRUCTION NOTES ESTIMATE OF QUANTITIES
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. ° T _ I
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) u I 1 39 az i I 1 I I 76 I i ;� - _ ,�
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, I I �'� i i ® i I i i ( i lO-CONSTRUCT 4 AC PAVEMENT (MIN) OVER 12 OF 95% COMPACTED NATIVE SOIL 3 792 TONS
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION u I 1 al 1 ' SEE GENERAL NOTE 31 & 32
I I I I K I I I 77 M I I I I!S '
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TO THE SATISFACTION OF THE CITY ENGINEER. "
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN � >ea I i 41 ae i I I I I 1 � I 1
2 CONSTRUCT 6 PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 7,961 LF
THE POTENTIAL FOR GROUND MOVEMENT EXISTS. - i WING SHALL BE PROVIDED BY THE CONTRACTOR TO -- ® I 1 I i 70 1 I I I ( i 70 lol 1 ( ' 3 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
36. AS BU LT DRA S 1 I I I I I 15 EA
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS u i ' u 49 ' I - ---- ----- ' ------------' �. KAM_
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC TO THE CITY ENGINEER. __ I 1 1 I i 71 _ E _ ; -- 4 CONSTRUCT 4 PCC SIDEWALK PER CITY STD. DWG. N0. 1015, W=6'32,646 SF
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR D4 1 I I 1 43 °m 43 1 I I 5 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' 5 EA/3,925 SF
THAT PURPOSE. (�
44 ® 47 i 1 i i i 6 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109 16 EA
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM i 1 I 73 O 7 I I I so I i 7 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2 AS SHOWN ON SHT. 7 OF 8
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY CITY OF FONTANA, UTILITY NOTIFICATION LIST '
u I I I I I I ' E-+ WIDTH AS SHOWN ON PLAN
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE 74 V 6 i I 1� as i I u i I i 7:a V ( ) 6 EA
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO CITY OF FONTANA PACIFIC BELL CO. -------
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE 8353 SIERRA AVENUE 3939 E. CORONADO STREET 7s 1 --£�1i?' I 1 I I I ( 1 1t9 8O -CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT. 7 OF 8
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT FONTANA, CA 92335 ANAHEIM, CA 92807 -_ I I I ; F' a i I ; as 1 I (CASE AS SHOWN ON PLAN) 6 EA
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. (909) 350-6632 (714) 666-5467 1 u 1 9 a I I 76 4 1 I ae i I as 06 I I i 9 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102 W=16' UNLESS NOTED OTHERWISEE4/1
,
136 7,680 SF
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL SO. CALIF. GAS COMPANY COMCAST CABLE TV) n I i 10 7 1 I INSTALL 5800 LUMEN HPSV (70 WATT. #7) LUMINAIRES PER CITY
I I I I � a 1 I 4! I I e4 sa I I � ..
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, 1981 W. LUGONIA AVENUE 1205 DUPONT AVE. _ --- -- -_ _ I I I I I i I 4° DWG. NO. 1016 24 EA
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, REDLANDS, CA 92374 ONTARIO, CA 91761 u 6 i 1 s 1 I 4a 1 1 as !6 I lst �� 11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, (909) 335-7547 (909) 390-4738 _ _ _ I I 1 I 1 I I sa I I I l 8 EA
I
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY EMERGENCIES: (800) 427-2200 n 1 � I %) 1 � I I 1 12 INSTALL STREET SIGN PER CITY STD. DWG. N0. 139 EA
CRAWFORD CANYON MUTUAL WATER CO. a 1 I \ 4a 1 1 I a< !3 I I las 8
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO I i ' , 1 I I
WORK AROUND THEIR FACILITIES. SO. CALIF. EDISON COMPANY ATTN: BILL VANDERKIEFT, JR. i 7a I I , 13 INSTALL TRAFFIC BARRICADE 64 LF
300 N. PEPPER AVENUE (619) 868-6040 i I i 13 4 ` +- i i i a7 n i 1
14 REMOVE EXISTING TRAFFIC BARRICADE 64 LF
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER RIALTO, CA 92376 17 i I 14 -- 4a I as n I ` > 15 SAWCUT AND REMOVE EXISTING AC PAVEMENT PER DETAIL ON SHEET 1 185 SF
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 909 820-5598 UNDERGROUND GENERAL TELEPHONE COMPANY N.T-
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. - - 4t 41
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 213 637-1233 - PIPELINES ONTARIO, CA 91766 I
909 357-6223 - DISTRIBUTION _
13. CURVE DATA REFERS TO THE FACE OF CURB. --
FONTANA WATER COMPANY UNDERGROUND SERVICE ALERT -- - - - -
_ • _
BASEUNE R/W R/W
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT 8440 NUEVO AVENUE 1-800-227-2600!_-w _ _ - _ CL
WHERE OTHERWISE NOTED. FONTANA, CA 92235 SHEET TRACT EOUNDARY ---MEET 1
(909) 822-2201 5 50 5
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE FAX: (909) 823-5046 z PUE 25' 25' PUE
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK O DRIVE LUME AVENUE i T 7'
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE LEGEND:
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION INDEX MIN. MIN. o i 1' 6' 18' I 18' 6' 1'
CONTROL STAKING DURING CONSTRUCTION. INDICATES PROPOSED A.C. PAVEMENT " PROPOSED
SCALE: 1 =150 A.C. PAVEMENT '
INDICATES REMOVE EXISTING A.C. PAVEMENT ' I
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, ®
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO ® INDICATES OVERLAY EXISTING A.C.PAVEMENT LC
- - - - - - - \�� 2q 2%�\ --- LEVELLE 2q ----THE CITY ENGINEER. �\\y- 2% -INDICATES CENTERLINE NR�T SR/W SAWCUT AND ,= \�\\ '� ------ /%/�/� GRIND EXIST. � '17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING INDICATES RIGHT-OF-WAY LINE 131 A.C. PAVEMENT 2 \\ \\ //SURVEY MONUMENTS, MONUMENT TIES AND . BENCHMARKS, SHALL BE DONE INDICATES EXISTING IMPROVEMENTS REMOVE EXISTING - \) \ \�\\\
66' 65' AC PAVEMENT A.C. PAVEMENT (MIN. 0.1 THICKNESS) �/
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. --{1300}-- INDICATES EXISTING CONTOUR LINE LOT "A" AND OVERLAY 4 4
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF 12' 54' 48' 17' I (MIN. 0.1' THICKNESS)
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL 0- STREET LIGHTS VARIES 0'-6' ' 6' 10' 4' EXISTING TYPICAL PAVEMENT JOIN DET 2 2
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO DIRECTION OF FLOW BLOCK 15 LOCAL STREET - 5®' R/W
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER ( EXISTING 8 (WALL N.T.S.
XX DETAIL NO. EXISTING GROUN AGATHA LANE, ABIGAIL PLACE
REPLACEMENT OF THE MONUMENT. INDICATES LOCATION OF CATCH BASIN DETAIL GROUN I VARIES 0'-6' (I
XX SHEET NO. I EXISTING A.C. ELSA COURT STA. 14+49 T® 1�+76 ®6
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS PAVEMENT •
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL L.M.E. LANDSCAPE MAINTENENCE EASEMENT - EY D3IVE STA. 10+02.09 TO 15+26.67
BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR - ��
RESIDENTS AND EMERGENCY VEHICLES, _ �--� I i R/W RIW N.T.S.
PRIVATE EN 'S NOTICE TO CONTRACTOR: MEANDERING SIDEWALK 4 I i TI-Jr.5
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND OR STRUCTURES i I 5' 54' 5' 1
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT / EXISTING C&G- I
ALL TIMES. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. i PUE 27' 27' PUE I R/W R/W
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE PROPOSED STREET BASELINE AVENUE SECTION 7 7
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE I 5' 52' 5' I'
WIND VELOCITIES EXCEED 25 MILES PER HOUR. IMPROVEMENTS PER
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER N.T.S. I 1 6 20 20 6 1
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CITY DWG NO. 3063 i r'- i I PUE 26' 26' PUE
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, TI -10•5
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME \ \) 27 1 0 2% /%'/ i 6' 20' I 20' 6'
PRIOR WRITTEN APPROVAL. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE "�\\'"� ( I
j .'mom DOCUMENT ��\ ----�� - LEVEL LINE -- -�
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND �'
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND These Record Documents have been prepared based �� S.HAA!,;,� Fy , \,\\\ \- \ ,\\\
\\\\�\ '\\\ \ \\� /�/� ,, 1 o
OF THE CITY INSPECTOR. NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER on information provided by others. The Design �, \,\\%1 29, 2%
4 4-i\\,�
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY Professional has not verified the accuracy and/or � j � 76 � ,�.-\ --- ___2qa_ LEVEL_ __LINE_--_�-_--- .------ %,,-
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 433 • '
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. completeness of this information and shall not be og , 1 --- 2.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE res onsible for an errors or w� � ' 6• 2 LOCAL STREET - 54 R/141 2 2 f ,\\\� %� • _ , '
OF THE DESIGN PROFESSIONAL. y omissions which may \
DENSITY -WORKING
S OBTAINEDT PORTION OF THE WORK UNTIL THE SPECIFIED i c rat d herein as a result. srq CNS SIR JAY, G TA LANE \�, :- - ��,\ •: //�
• �,--9_-�� z '0OF ELSA COURT STA. 10+77.03 TO 14+49.00 4 4
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES UNAUTHfl�R M CHANGES USES: 8
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE RILEY DRIVE STA. 15+26.67 TO 21+47.50 2 LOCAL STREET 52' R/E'� 2
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE BASIS OF BE SINGS: N.T.S. PENNY I'APwE
SWALES ENTERING OR LEAVING IMPROVEMENTS. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE _ N.T.S.
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING TI 5.5 TIv55
N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
Q O REV REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQU2W BENCIi1 TT TT DD n� Prepared By:
'p T�Tr QROF ESS �oN� CITY OF FONTANA, CALIFORNIA
-
RO NOT CO CE V71THiN PREPARED FOR. ALl,Ail1J ENGINEERING
L�1Z11V l7 RANCHO FONTANASPECIFIC L
TWO YEARS OF THE DATE OF APPROVAL 13 M. #361, SPIKE IN NORTH FACE OF P.P. Civil Engineering Land Surveying Land Planning
YO G HO 1536697E AT SOUTH WEST CORNER OF ' 9 - 9 - � - DRAWN BY. SCALE.
No. 43976 m TRACT 10 12 1
SHOW HEREON A1�9 CARRIED FORTH IAV A 10370 TRADEMARK STREET # 8253 Sierra Avenue c� m AE AS NOTED
BASELINE AVENUE AND SULTANA AVENUE. Fontana, California 92335 w
DIAL TWO WORKING DILIGENT' THE CITY ERfIN.>.F.PI MAY RANCHO CUCAMONGA, CA 91730 er STREET OVEI ENT PLAN
Exp. 6/30/05 � DESIGNED BY: DATE:
BEFORE �u� DAYS BEFORE REQ REW.1951 JS TO THE PLANS TO TEL (909) 477-6715 (909) 356-1815 Fax (909) 356-1795
* * ml �.�-,.- � MAY, 2003
tp
Y ❑ U DIG
YOU DIG BRING THM INTO CONFOR14ANCE WITH FAX 909 477-6725 S 13 03 ' `P /
APP VED � DRAWING NO.:
( ) A.C.E. 43976 ate 9TF C CALL ��� CHECKED B : 1
David S. Hammer,
TOLL FREE 1-800-227-2600 C011TDIi'I®NS AND STAND IN EFFECT �F F DSH
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I iZECc�(Z17 �tidwiNG 4 z�o8 �fl+ilalI I ELEVATION; 1365.01 (expires 6/30/2005) CITY NGINEER R.C.E. 51152 5275 S
Filename: M:\UWG\159U4\NIKLLI\1tiZbd-7\16Z5tt-1-51U1.UI