HomeMy WebLinkAbout3927-1SITE TRACT 16678-1,-2,-3.16678 & OFF-SITE
AUSO DR ;
o ASN DR 255-021-006
o 004,005,006,019,023 & 025. '
o MINILA A.P.N. 255-031-003,
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CONSTRUCTION NOTES FOR STREET IMPROVEMENT PLANS ; 1 z z 20 18
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1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT 2 36 29 ! 30 Q 16 6 7
PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK-). ALL REFERENCE _r I '
__._.__ 31
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. It 351 351 34 1 33 ' 32 r
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE It _ 1 `, �� 29,.
TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY ENGINEER i :4 , yS��` `r 28 1t 27 26 25 1 ;
FOR RESOLUTION.1� �EF� r
3. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24
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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 REQUIRED AT LEAST TWO R 5
11 �:�qNE ; F
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WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT OF WAY WITHIN THE CITY LIMITS. CALL 909-350-7610. r 6 I 9 r
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE t I I z 13 14 I '
OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY E , ! 15 '
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TRAFFIC ENGINEER. APN 255-021-0251 ° 14 15 116 29 ; 28'�22 i - -- -
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL t W 6 26
DEVICES AT ALL TIMES. �13 27 '�,� �G xF 16 2LLJ1 ,
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER -- - ______.
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IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. w Rr� �'%p 17 20
8. THE WALLS AND FACINGS OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, �w;12�� _,,___,.__ ! €Lj
SLOPING OF THE GROUND OR OTHER APPROVED MEANS OF PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL E 19' 18 17 30 r syr., �' 18 --; < 1 ._.._
SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL ! 31 ' F� 19 uv
24
EXISTS FOR GROUND MOVEMENT. R ' 11 -"--+-- ✓ '
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9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR - _ - ' -- - 1 32 ` `113
THAT PURPOSE. : 10 20 21 22 23 -
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE ..+__-- a I '` _ 33 23 14 W ---
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING - 1"�
APN 255-021-010 I O� IA ' PLACE 24 �__.__ _ __-___( __ a 12 -
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT 34 W `" -_-n _.._}; _ _
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. ! - - - 22 <
15 En ___ ' ' I m
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TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, r _ _ 27 ' 25 35v T - z 21 Q0 16 z -P t
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
STORM DRAIN, FLOOD CONTROL AND CALTANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO :8 �29 26 �`, _ __ __ .� 0 10 9
WORK AROUND THEIR FACILITIES. 6 U f✓� w
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12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER VALVE WITHOUT APPROPRIATE AGENCY AUTHORIZATION. + N �--- j ,
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. ' 7 31 I 32 33
---° - - -- - i
30 , 1 34 9
CURVE DATA REFERS TO THE FACE OF THE CURB. APN 255-021-011____ ± 37 19 18--.-.--�
13. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. I' w 630
14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT IN 8
I � BAYLEAF LANE
15. THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND \ `
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR �'!5 4 I 3 2 1 1 J 1 2 ; I 4 I 5 6 t 7
16. NOTIFICATION TO THE CITY ENGINEER. 3 I
`__.A.._.._._.r__._.:_.__.r.___r.__ _. .T _r._- __- r ... ...__.i...__._�- �.w.{.�
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH - -
�
17. MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE , SHEET 6 SANTA A ENUE ' SHEET 7
DESTROYED AS A RESULT OF THIS CONSTRUCTION WILL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE ------------- --T.- t'-`�-
WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE __.______.__._____..________.________ __ ` "'"''
,
MONUMENT. �--
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE I 255-091-40 255-091-43
18. MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR THE RESIDENTS AND EMERGENCY VEHICLES. 255-091-38 255-091-06
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, INDEX MAP
19. AT ALL TIMES. N.T.S.
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR
21. PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
23. REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON
24. INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES ENTERING OR LEAVING
IMPROVEMENTS.
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND
25. SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
26. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
27. NO CONCRETE SHALL, BE PLACED UNTIL THE FORMS AND REINFORCED STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
28. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
29. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
30. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS
31. DETERMINED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
ACTUAL THICKNESS OF AC PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE
32. RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF
ROUGH GRADING.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVr BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING
33. CONTRACTOR UPON COMPLETION OF PAVING.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC
34. CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
35. CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD
36. DRAWINGS TO THE CITY ENGINEER.
UTILITIES
WATER: FONTANA WATER COMPANY
TELEPHONE NO. (909)822-2201
SEWER: CITY OF FONTANA
TELEPHONE NO. (909)350-6760
TELEPHONE NOUTHERN 800)655 LI4555 FORNIA EDISON COMPANY
GAS: SOUTHERN CALIFORNIA GAS COMPANY
TELEPHONE NO. (800)427-2200
TELEPHONE COMPANY: PACIFIC BELL CO.
TELEPHONE NO. (800)750-2355
BASIS OF BEARINGS
OWNER/DEVELOPER
BRISTLECONE INVESTMENTS, LCC.
19 Corporate Plaza Drive, Suite 210
Newport Beach, CA 92660
THE BASIS OF BEARINGS IS BASED ON THE CENTERLINE
OF JUNIPER AVENUE, AS SHOWN IN BOOK 55, PAGE 73
OF RECORDS OF SURVEY, RECORDS OF SAN BERNARDINO
COUNTY, CALIFORNIA AND IS SHOWN AS N 00' 08' 32" E.
BENCH MARK
A NAIL SET AT CYPRESS AVENUE AND SP.R.R., 26 FT.
WEST OF CYPRESS, 0.5 FEET SOUTH OF SOUTH R/W
FENCE OF 1-10 FREEWAY, 1 POLE WEST OF MILEPOST
532, 47.5 FEET NORTH OF NORTH RAIL.
ELEV. = 1098.7770
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BC =
BEGIN CURVE
GB =
GRADE BREAK
BCR
= BEGIN CURB RETURN
HP =
HIGH POINT
BVC
= BEGIN VERTICAL CURVE
-4-P =
LOW POINT
C&G
= CURB AND GUTTER
MOC
= MIDDLE OF CURVE
CF =
CURB FACE
MVC
= MIDDLE OF VERTICAL CURVE
EC =
END CURVE
OC =
ON CURB
ECC
= END CORNER CUT
PI =
POINT OF INTERSECTION
ECR
= END CURB RETURN
RCP
= REINFORCED CONCRETE PIPE
ESMT
= EASEMENT
R/W
= RIGHT-OF-WAY
EVC
= END VERTICAL CURVE
SD =
STORM DRAIN
FL =
FLOWLINE
VC =
VERTICAL CURVE
FS =
FINISHED SURFACE
17+50.00
SHEET
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CONSTRUCTION NOTES
QUANTITY ESTIMATES
4
INSTALL STREET SIGN PER CITY OF FONTANA STD. No. 139
3 EA.
6
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD No. 1006
2 EA.
8
CONSTRUCT 5' CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN 1015
66,104 S.F.
9
CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD No. 1003
3,996 L. F.
10
CONSTRUCT 6 1/2- MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE No. 32)
187,610 S.F.
13
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. 313-1 CASE "A" OR "B" SEE DETAILS.
(3) CASE "A"(2) CASE "B-
15
REMOVE EXISTING PAVEMENT
94,800 S.F.
16
CLEAN-CUT, 0.10' HEADER CUT AND FEATHER OVERLAY AT 5' MIN. WHERE THE EXISTING PAVEMENT IS BEING CUT
(SEE JOIN DETAIL SHEET 2)
2,611 L. F.
OQ� ES / Nq
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Io.23796 rn rn
*
IV. 12131/07 *:
SHEETINDEX
SHEET
1
TITLE SHEET AND GENERAL
NOTES
= EXISTING PAVEMENT TO BE REMOVED
loue5l
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
STANDARDS IN EFFECT.
SHEET
2
TYPICAL SECTIONS
= LOT LINE
--------
= MATCH LINE
-
= CENTER LINE
SHEET
3
CYPRESS AVENUE
STA
10+00.00
TO
STA
17+50.00
SHEET
4
CYPRESS AVENUE
STA
17+50.00
TO
STA
24+50.00
SHEET
5
CYPRESS AVENUE
STA
24+50.00
TO
STA
32+16.37
SHEET
6
SANTA ANA AVENUE
STA
10+00.00
TO
STA
17+50.00
SHEET
7
SANTA ANA AVENUE
STA
17+50.00
TO
STA
23+30.87
SHEET
8
JUNIPER AVENUE
STA
10+00.00
TO
STA
15+50.00
SHEET
9
JUNIPER AVENUE
STA
15+50.00
TO
STA
23+20.00
SHEET
10
LOCAL DEPRESSION
DETAILS
LEGEND
f
►
= AC PAVEMENT OVER AB
9u
= EXISTING PAVEMENT TO BE REMOVED
loue5l
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
STANDARDS IN EFFECT.
QROfE ,oHq
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No. 23796 m
* Exp. 12-31-05 *
sT9 ���„ �\�
rFOF CALF°E
= CURB LINE
CITY OF FONTANA, CALIFORNIA
= LOT LINE
--------
= MATCH LINE
-
= CENTER LINE
-
= RIGHT-OF-WAY LINE
- - -
= EASEMENT
= CONSTRUCTION NOTE
x
= CURB RETURN CURB DATA
,SPP
= EXISTING POWER POLE
= LIMITED USE AREA
= FIRE HYDRANT
p=
STREET LIGHT
.�.
= STREET SIGN
= GRINDING & OVERLAY PER DETAIL, SHEET 2
CONTRACTORS RESPONSIBILITY FOR SAFETY
1N SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE
SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB CONDITIONS
DURING THE 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
OWNER, THE ENGINEER AND THE GOVERNMENTAL AGENCY 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, THE ENGINEER OR
THE GOVERNING AGENCY.
ALL CONTRACTORS AND SUB CONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC
IS PROTECTED. THE CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY
WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
DEPARTMENT OF LABOR WITH "CONSTRUCTION SAFETY ORDERS". THE CIVIL
ENGINEER SHALL NOT BE RESPONSIBLE AN ANY WAY FOR THE
CONTRACTORS OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS
AND ORDERS.
ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND
UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE
ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE
PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
NEITHER OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE
LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON
EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS
WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR
PROTECTION OF THESE LINES.
THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND
SERVICE ALERT (USA) PHONE 800-227-2600 TWO WORKING DAYS PRIOR TO
DIGGING, NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT
SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE
APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A.
p
o
DIAL TW WORKING
BEFORE- .... DAYS BEFORE
YOU DIYOU DIG
TOLL FREE I-soo-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
►
MISC. REVISIONS PER CITY of FORTANA
9u
loue5l
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
STANDARDS IN EFFECT.
QROfE ,oHq
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o �'� m
No. 23796 m
* Exp. 12-31-05 *
sT9 ���„ �\�
rFOF CALF°E
t
Crouse/Beers & Associates,, Inc.
CITY OF FONTANA, CALIFORNIA
2
c�RAWINGS
REcob D
�-1201
TRACT NO. 16678
_
Engineering *Surveying Planning *Construction Management
2191 5th Street, Suite 200, Norco, Co. 92860-1967
Ph.. (909) 736-2040 Fax (909) 736-5292
I aea
�OUG N. CROUSE R.C.E. No. 23796 EXP. 12/31/05 DATE
DRAWN BY:
OFF-SITE STREET IMPROVEMENT PLAN
TITLE SHEET
SCALE: 1 „_40,
DESIGNED BY:
DATE:
JUNE, 2005
_
CHECKED BY:
A P VED
Za. r I�
DRAWING NO.:
3927
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0
REV.
REVISION DESCRIPTION
DATE ENGR.
CITY
DATE
R CAl SAND )VAL R. .E. 51152 DATE j
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