HomeMy WebLinkAbout3326-1• .
GENERAL NOTES: 5�-
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 27' 2? '
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD -7� 20 -7r
SPECIFICATIONS FOR PUBLIC. WORKS CONSTRUCTION t"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 COONTTRACC�
DOCUMENTS THAT CAN NOT BE BE RESOLVFD BY REFERS 2�
PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL 2
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IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR t 2p/o L
RESOLUTION.
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3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE `J
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CITY ENGINEER. 1a
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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 (9091 350-7610. Z 5
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, INTERIOR T EETMETHODS, AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL
LATEST NON -METRIC EDITION UNLESS OTHERWISE
I SE
OF TRAFFIC CONTROLS. �
DIRECTED BY THE CITY TRAFFIC ENGINEER.
to 6. 'IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL ' PREPARED FOR:
PREPARED BY:
TIMES.
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7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM , vI1~S MAY zoos
rv* J,M-WILSON A ASSOCIA
EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH CIVIL ENGINEERS LAND SURVEYO S
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY .p S'M q.1, 1421 NORTH IDAHO
t VARIE 223 NORTH FIRST AVENUE
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE FEETC3 MIN, , LA HABRA, CA. 90631
►.4--2.870 u,�QI= (562) 694-8520 UPLAND. CA. 91786
IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING 'OF THE GROUND OR t SA GUT Co.9'/0 z®® [9091920-0209 FAX
OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE o (9091985-2885
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE _ ,, 1 4
POTENTIAL EXISTS FOR GROUND MOVEMENT.
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9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC 1 o R1Mt N
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
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10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN .DETERMINED FROM OVERLAY 0.101 11 PITYOF FONTANA UTILITY NOT I F I CATION LIST
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY NI�N• TT - {Cj'
OF THE CONTRACTOR TO DETERMINE. IN THE FIELD, THE TRUE
TYPICAL SECTION �� �� �' I �8 3� - 2 CITY OF FONTANA PACIFIC BELL CO.
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES. AND TO
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE ALl SEVAINE V t1 I N E
ATTN: I ERLOS VENUE O ATTN: E.
VIRGINIA O ST .
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CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 8353 SIERRA AVENUE 3939 E . CCA . 92O ST .
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. FONTANA,90913 CA. 92335 ANAHEIM. CA. 92807
scfiL_�= 1" =: to' - [909] 350-6632 [7141 666-5467
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 16
COMPANIES INCLUDING. BUT NOT LIMITED TO, GAS, TELEPHONE. SA- c0 +04= To sTi�• «o-t-42:7� 8 9 10 11 10 13 14 lg
ELECTRIC, CABLE TELEVISION. LANDSCAPING. LANDSCAPE IRRIGATION, NoT�: GRIND 0.25 STA• 1Z•+50 'To STA- Iq--1`5o S0. CALIFORNIA GAS CO. ATTN: J [CABLE TV)
DOMESTIC WATER. RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD ATTN: GREG GASPA R 1TTN: JACK HAVES
CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO J 16231 VALLEY BLVD. 1205 DUPONT AVENUE
WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. Q FONTANA, CA. 92335 ONTARIO, CA. 91751
[909) 428- 841 1
t2. THE CONTRACTOR SHALL. NOT OPERATE ANY FIRE HYDRANT OR WATER Q - G^_MLL`I►A AY- _ _I EMERGENCIES: 427-2200 GENERAL TELEPHONE
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR�-
0 (SH r. 4-) ATTN: STEVE HOCK
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE 7
S0. CALIFORNIA EDISON CO. 1400 E. PHILLIPS BLVD.
OPERATION AND WATER REQUIREMENTS.
7951 REDWOOD AVE. ONTARIO, CA. 91766
13. CURVE DATA REFERS TO THE FACE OF THE CURB. FONTANA, CA. 92335 C8001422-4133 [USA) p, 820-5598 - UNDERGROUND
14. STATIONING' REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE 7 � 6 � 23 22 21 20 19 18 17 875-5100 - TRANSMISSIONS FONTANA WATER COMPANY
OTHERWISE NOTED.
637-1233 - PIPELINES ATTN: MIKE McGRAW
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 357-6233 - DISTRIBUTION 8440 NA. C AVENUE
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN [800]422-4133 [USAI FONTANA. CA. 92335
GRADES. THE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF � _ RO %� v FAX:
BENGHMAR1'S AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. N C-5 14 3 why FAk : 823-5046
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY Z
MONUMENTS. MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR < 5 24 25 26 27 28
NOTIFICATION TO THE CITY ENGINEER. N
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, - MONUMENT TIES AND BENCH MARKS SHALL BE DONE BY A 0
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. sURVEY
MONUMENTS THAT WILL BE DESTOYED AS A RESULT OF THIS CONSTRUCTION
SHALL BE REPLACED THE CONTRACTOR SHALL NOTIFY THE ENGINEER NOTICE TO CONTRACTORS:4 �► G�1�0� �.�
ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES ' TO MONUMENTS CAN BE
PIPES,
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ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMNET.
11 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
QUANTITY
UNIT
CONDUITS.OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED BY A
3
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,
29 Q
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.
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MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
1
EMERGENCY BEHICLES.
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD
`
10,179
OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTORS
2
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF
CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL
30
DUST
FOR THE UNDERGROUND UTILITY PIPES.
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LIABILITY AND RESPONSIBILITY
,
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED
CONDUITS. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
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WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21 THE CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR
1 `
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATION MATERIAL,
RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
- - -
MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE
EMPLOYEES ARE PROVIDED ,A SAFE PLACE TO WORK AND THE PUBLIC IS
,
PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT
PROTECTED. ALL CONTRACTORS AND SUBCr;NTRACTORS SHALL COMPLY WITH
THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
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PRIOR WRITTEN APPROVAL.
DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT
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22. NO TRENCH BACKFILL SHALL TAKE PLACE PRIOR TO APPROVAL OF THE
OF INDUSTRIAL RELATIONS' "CONSTRUCTION! SAFETY ORDERS".
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D� MAP
CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL
31 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE
CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL`Sc�L
1
SSE No
COMPACTICN. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE
SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR
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RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY
WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS
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IS OBTAINED.
"CONSTRUCTION SAFETY ORDERS".
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES
4) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF
REQUIRE TEMPORARY NON-ERODABLE
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION' OF THIS.
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
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THE SITE, THE CITY ENGINEER MAY
SWALES ENTERING OR LEAVING IMPtOVEMENTS.
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
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WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS
AND SHALL CONFORM TO
HOLD THE OWNER. AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
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SHALL BE APPROVED AT THE TIME OF CONSTRUCTION
THE CITY OF FONTANA STANDARD DETAILS.
WORK ON THIS PROJECT. EXCEPTING FROM LIABILITY ARISING FROM THE
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SOLE NEGLIGENCE OF THE OWNER, OR THE ENGINEER.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR AND
51 CALL USA (UNDERGROUND SERVICE ALERT) TWO DAYS PRIOR TO
N
FINISH TO MATCH EXISTING CONCRETE.
EXCAVATION ON THIS PROJECT. TOLL FREE 1-800-422-4133
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB
61 THE PROJECT ARCHEOLOGIST SHALL BE PRESENT ON-SITE DURING LAND®
AT THE LOCATION OF THE SEWER LATERAL.
DISTURBANCE OR GRADING. IF CULTURAL RESOURCES ARE EXPOSED ANYTIME
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28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND DUSING GRADING, THE PROJECT ARCHEOLOGIST MUST BE GRANTED
REINFORCING STEEL HAVE BEEN PLACED. INSPECTED AND APPROVED. SUFFICIENT TIME TO ASSESS THE RESOURCES AND AUTHORITY TO o` M V
TEMPORARILY HALT OR REDIRECT GRADING EQUIPMENT TO RECOVER THE H16ALAN�
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND EXPOSED RESOURCES. WHEN NECESSARY, BASED UPON THE JUDGEMENT OF THE A4r--'
APPROVED PRIOR TO PAVING OF STREETS. ARCHEOLOGIST. ADDITIONAL TIME MAY BE REQUIRED FOR REMOVAL OF
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RESOURCES IN A TIMELY AND PROFFESSIONAL MANNER. `/ T T T �/yLu m
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT V I C I NIT I MAP
PAVEMENT PRIOR TO PLACEMENT.
71 IF HUMAN REMAINS ARE EXPOSED, ALL CONSTRUCTION ACTIVITIES MUST 17788 z
BE HALTED IN THE IMMEDIATE VICINITY UNTIL THE COUNTY CORONER HAS Nc, ���� ExP : oe- 30-05 �
31 . PAVEMENT STRUCI URAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT ACCESS TO THE REMAINS. CI ~�
TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY
SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. OF CAL1
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
DEVICtS 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
ESTIMATE OF QUANTITIES AND CONSTRUCTION NOTES
NO.
DESCRIPTION
QUANTITY
UNIT
;•1
CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 1003
3106
LF
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CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 102
44-5
G F
3
CONSTRUCT CROSSGUTTER PER CITY STD. 104
1609
st=
4
INSTALL 4" SIDEWALK PER CITY STD. 1015CMF_AND`al?_1 GoN
10,179
Sr-=
5
INSTALL ACCESS RAMP PER CITY STD. 100G.
Co
EA
t 6
41.5M•1-1(ST AOID) OR WATER VALVE BOX TO GRADE FER CjV ,1:3a
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DESIGNED:
INSTALL STREET SIGN PER CITY STD. 132
3
J. M. W I LSON & ASSOC, I
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INSTALL STOP SIGN (R 1) PER CITY STD. 139
2
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(9)
REMOVE EXISTING AC PAVING
ro 5 5
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10;
I N$T-4, LL. 4' (M I N�1COMWSC-_-FE7D To q5%)
=.36,6DO
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I (DISTA L•L -5"(m I t4G.1 ( 2" NAT1 vt-= (CAM T-AcT�5D To q 5/)
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13
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14
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15
16
17
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28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND DUSING GRADING, THE PROJECT ARCHEOLOGIST MUST BE GRANTED
REINFORCING STEEL HAVE BEEN PLACED. INSPECTED AND APPROVED. SUFFICIENT TIME TO ASSESS THE RESOURCES AND AUTHORITY TO o` M V
TEMPORARILY HALT OR REDIRECT GRADING EQUIPMENT TO RECOVER THE H16ALAN�
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND EXPOSED RESOURCES. WHEN NECESSARY, BASED UPON THE JUDGEMENT OF THE A4r--'
APPROVED PRIOR TO PAVING OF STREETS. ARCHEOLOGIST. ADDITIONAL TIME MAY BE REQUIRED FOR REMOVAL OF
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RESOURCES IN A TIMELY AND PROFFESSIONAL MANNER. `/ T T T �/yLu m
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT V I C I NIT I MAP
PAVEMENT PRIOR TO PLACEMENT.
71 IF HUMAN REMAINS ARE EXPOSED, ALL CONSTRUCTION ACTIVITIES MUST 17788 z
BE HALTED IN THE IMMEDIATE VICINITY UNTIL THE COUNTY CORONER HAS Nc, ���� ExP : oe- 30-05 �
31 . PAVEMENT STRUCI URAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT ACCESS TO THE REMAINS. CI ~�
TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY
SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. OF CAL1
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
DEVICtS 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.
CIVIL ENGINEERS LAND SURVEYORS
CHECK �.TREET I�1PR0'VEM ,/ PLANS
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35. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE. 223 NORTH FIRST AVENUE
'I ����� , �� ���'
_ BRASS CAP IN CONCRETE S.C.E. TOWER
THE BASIS OF BEARINGS FOR THIS MAP CITY
OF F O N T A I S I CALIFORNIA
ENGINEER OF RECORD, WHO SHALL PROVIDE `RECORD DRAWINGS TO THE
UPLAND. CA. 91786
LEG. 343' N/O HIGHLAND AVE.O.2 MI W/O
SAN SEVAINE ROAD.,2.65 MI. W. ALONG
IS THE CENTERLINE OF SAN
BEING "N 00 20'44":E"
SEVAINE ROAD
MAY 2002
HIGHLAND AVENUE FROM SIERRA AVENUE
ITY ENGINEER R. C.. E. 511 1j?
ELEVATION: 1428.6090
DRAWN BY:
TRACT NO. 16201 SCALE
PREPARED BY:
JMv�1
DESIGNED:
e
T I L T
J. M. W I LSON & ASSOC, I
ATES M>�
AS SHOWN
SATISFACTION OF THE CITY ENGINEER.
CIVIL ENGINEERS LAND SURVEYORS
CHECK �.TREET I�1PR0'VEM ,/ PLANS
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35. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE. 223 NORTH FIRST AVENUE
'I ����� , �� ���'
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DWI; N0:
J08-28
ENGINEER OF RECORD, WHO SHALL PROVIDE `RECORD DRAWINGS TO THE
UPLAND. CA. 91786
t (o c , >�
CITY ENGINEER. w '► 'RLD P.,1) SJt3�� [909) 920- 0209 FAX
.
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A P P R 0
532
MAY 2002
RE V I S I C'NS PPROVAL DATE APPROVAL DATE (909)'x}$,5-2$8r�- fiJ
ITY ENGINEER R. C.. E. 511 1j?