HomeMy WebLinkAbout2047-2GENERAL NOTES FGR WATER SYSTEM
1. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS
AND REQUIREMENTS OF THE CITY OF FONTANA.
2. ALL WATER MAINS SHALL BE INSTALLED WITH 42" MINIMUM COVER
EXCEPT WHERE NOTED.
3. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS
SYSTEM IS 130 P.S.I. & 140 P.S.I.
4. FIRE HYDRANT COLOR & LOCATION SHALL CONFORM TO CENTRAL
VALLEY FIRE PROTECTION STANDARDS AND SPECIFICATIONS.
5. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE
AFTER COMPLETION OF PAVING.
6. WATERLINES SHALL BE CONSTRUCTED USING 10 GAUGE CML/CMC
WELDED STEEL PIPE CWSP) AND FITTINGS UNLESS SPECIFIED
OTHERWISE ON CONSTRUCTION DRAWINGS.
7. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED
UNLESS NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE
CITY.
8. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CITY
COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT
INSTALLATIONS OF THE PROPOSED WATER SYSTEM.
9. WATER METERS TO BE BADGER MODEL 70 (FURNISHED AND
INSTALLED BY CONTRACTOR).
10. CONTRACTOR SHALL INSTALL PRESSURE REGULATING VALVES FOR
EACH SERVICE CONNECTION .
11. SEPARATION BETWEEN MAINS AND SANITARY SEWER LINES SHALL
CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH
CODE, TITLE 22, 64630-C. SEE WATER MAIN LOCATION DETAILS
ON THIS SHEET.
12. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER
LINE, TESTING AND DISINFECTION SHALL BE PERFORMED TO
COMPLY WITH CITY STANDARDS.
13. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE
AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING
FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATION, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE
PLANS.
14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF FONTANA
PRIOR TO ANY CONSTRUCTION WITHIN DEDICATED STREET
RIGHT-OF-WAY.
15. ANY CHANGES IN WATER LINE DEPTH OR CHANGES CONCERNING
CONSTRUCTION SHALL BE REPORTED AND APPROVED BY THE CITY
OF FONTANA.
16. APPROVAL OF THESE DRAWINGS BY THE CITY OF FONTANA DOES
NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE
EXISTENCE OF ANY UNDERGROUND FACILITY.
17. LANDSCAPE SYSTEMS SHALL HAVE AN APPROVED DOUBLE CHECK
ASSEMBLY INSTALLED AS A MINIMUM BACKFLOW PROTECTION
REQUIREMENT.
18. AT LEAST 10 DAYS IN ADVANCE, OR A MINIMUM OF 1,000 FEET
AHEAD OF TRENCHING, CONTRACTOR SHALL EXCAVATE, EXPOSE, AND
DETERMINE C"POTHOLE") THE EXACT LOCATION AND DEPTH OF EACH
AND EVERY POTENTIAL INTERFERENCE AND CONNECTION, INCLUDING.
BUT NOT LIMITED T0, ALL FACILITIES SHOWN SPECIFICALLY
(DEPTH AND LOCATION) ON THESE DRAWINGS, OR WHICH HAVE BEEN
MARKED BY THEIR RESPECTIVE OWNERS. CHANGES OR DELAYS
CAUSED BY CONTRACTOR'S FAILURE TO PERFORM "POTHOLING" AND
INTERFERENCE LOCATION WORK SHALL NOT BE ELIGIBLE FOR EXTRA
WORK COMPENSATION OR TIME EXTENSION.
19. DEVELOPER SHALL SUPPLY CITY OF FONTANA (CITY) FIVE SETS OF
APPROVED DRAWINGS A MINIMUM OF TWO WEEKS PRIOR TO
CONSTRUCTION.
20. DEVELOPER, PIPELINE CONTRACTOR, AND SUPERINTENDENT SHALL
ATTEND A PRE -CONSTRUCTION MEETING WITH CITY A MINIMUM OF
TWO WEEKS PRIOR TO BEGINNING CONSTRUCTION.
21. CONTRACTOR SHALL NOTIFY CITY (714-350-5631) AT LEAST
48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
I
22. CONTRACTOR SHALL FURNISH CITY WITH TWO COPIES OF THE
kFOLLOWING DATA AND SAID DATA SHALL BE APPROVED BY THE CITY
PRIOR TO BEGINNING OF WATERLINE CONSTRUCTION. ONCE
APPROVED, CONTRACTOR SHALL SUBMIT FIVE COPIES OF APPROVED
DATA TO CITY FOR USE DURING CONSTRUCTION: a) ALL DATA ON
TRENCH PROTECTION. CONSTRUCTION SCHEDULE, AND ENCROACHMENT
AND EXCAVATION PERMITS. b) ALL DATA ON WELDED STEEL PIPE,
r FIRE HYDRANTS, VALVES, AIR VALVES, FITTINGS. PORTLAND
CEMENT CONCRETE MATERIALS, AND ASPHALT CONCRETE PAVEMENT
MATERIALS.
23. CONTRACTOR SHALL SOLID WELD ALL JOINTS THROUGHOUT A CURVE
IF THE RADIUS -IS LESS THAN 455' FOR 40' LENGTHS OF
PIPE AND 266' FOR 20' LENGTHS OF PIPE.
24. SEPARATION BETWEEN WATER SERVICES AND SEWER LATERALS SHALL
BE 10 FEET MINIMUM.
25. BEFORE MAKING ANY EXCAVATION OR TRENCH 5 FEET OR MORE IN
DEPTH, CONTRACTOR SHALL SUBMIT TO CITY A DETAILED DRAWING
SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER
PROVISIONS TO BE MADE FOR WORKER PROTECTION. IF SAID
DRAWING DOES NOT VARY FROM REQUIREMENT OF THE OSHA
CONSTRUCTION SAFETY ORDERS (CAL OSHA OR FED OSHA, WHICHEVER
IS APPLICABLE AT THE TIME OF CONSTRUCTION), A STATEMENT
SIGNED BY A REGISTERED CIVIL ENGINEER, ENGAGED BY
CONTRACTOR AT HIS EXPENSE, SHALL BE SUBMITTED CERTIFYING
THAT THE CONTRACTOR'S EXCAVATION SAFETY DRAWINGS COMPLY
WITH OSHA CONSTRUCTION SAFETY ORDERS. IF SAID DRAWING
VARIES FROM SAID OSHA CONSTRUCTION SAFETY ORDERS, THE
DRAWINGS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED
CIVIL OR STRUCTURAL ENGINEER, AND SAID ENGINEER SHALL AFFIX
HIS SEAL AND SIGNATURE TO EACH SHEET OF SAID DRAWING.
CONTRACTOR SHALL NOT EXCAVATE UNTIL CITY HAS RECEIVED AND
ACKNOWLEDGED THE PROPERLY CERTIFIED EXCAVATION SAFETY
DRAWINGS.
I RECORD DRAWING
The information �on this drawing is obtained from others and
must he verified -in the field b! a"onP -prior to use or
con0rflction. HALL &FOREM AN, .NC. isnot responsibie for
undergreundf locations ordepictions. All above ground
fapiiities can beQaMy seen and verified by the R ies that
intend to USC- SaMC. - .^1 _ __ a
26. CUT SHEETS SHALL BE PREPARED SHOWING FLOWLINE ELEVATION.
1" X 2" HUB WITH WITNESS LATHE SHALL BE SET ALONG PIPELINE
ALIGNMENT.' DEVELOPER SHALL FURNISH CITY WITH FOUR SETS OF
CUT SHEETS FURNISHED A MINIMUM OF TWO WORKING DAYS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL
CITY HAS APPROVED SAID CUT SHEETS. CONSTRUCTION STAKING
SHALL BE AT 50 FOOT MINIMUM INTERVALS, VALVES, FIRE
HYDRANTS, AIR VALVES,�BLOWOFFS, FITTINGS, AND CONNECTION
LOCATIONS. CONTRACTOR SHALL USE THE CONSTRUCTION STAKES
AND CUT SHEETS FOR CONSTRUCTION. CITY WILL USE THEM FOR
INSPECTION OF THE WORK. CONTRACTOR SHALL PROTECT ALL
SURVEY MONUMENTS AND STAKES DURING CONSTRUCTION.
27. ALL CONSTRUCTION REQUIRING CITY INSPECTION SHALL OCCUR
7:00 AM TO 5:00 PM MONDAY THROUGH FRIDAY, EXCEPT HOLIDAYS.
DEVELOPER SHALL REIMBURSE CITY FOR ALL INSPECTION EXPENSES.
ALL MATERIALS AND EQUIPMENT FURNISHED AND ALL WORK
PERFORMED SHALL BE SUBJECT TO RIGID INSPECTION BY THE
CITY. WORK PERFORMED IN THE ABSENCE OF INSPECTION MAY BE
REQUIRED TO BE REMOVED AND REPLACED UNDER PROPER
INSPECTION, WITH THE ENTIRE COST OF REMOVAL AND REPLACEMENT
BEING BORNE BY THE CONTRACTOR, EVEN IF SUCH WORK IS NOT
DEFECTIVE. WORK COVERED UP WITHOUT AUTHORITY OF THE CITY
SHALL, UPON ORDER OF THE CITY, BE UNCOVERED TO THE EXTENT
REQUIRED TO PERMIT INSPECTION, REPAIR, OR REPLACEMENT AND
THEREAFTER SHALL BE RECOVERED.
28. AT LEAST FOUR WORKING DAYS PRIOR COMMENCING ANY EXCAVATION,
CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE ALERT
(1-800-422-4133) AND ANY AFFECTED NON-MEMBER AGENCIES TO
MARK OR OTHERWISE INDICATED THE LOCATIONCS) OF THEIR
SUBSURFACE FACILITIES INCLUDING, BUT NOT LIMITED T0,
STRUCTURES, VAULTS, MAIN CONDUCTORS OR CONDUITS, AND
SERVICE CONNECTIONS. UPON LEARNING OF THE EXISTENCE OR
LOCATION OF ANY UTILITY FACILITY OMITTED FROM OR SHOWN
INCORRECTLY ON THESE DRAWINGS. CONTRACTOR SHALL
IMMEDIATELY NOTIFY CITY AND THE ENGINEER WHO PREPARED THESE
DRAWINGS. SHOULD SAID UTILITY CONFLICT WITH PROPOSED WATER
FACILITIES, SAID ENGINEER SHALL SUBMIT A DRAWING SHOWING
THE PROPOSED SOLUTION TO CITY FOR APPROVAL. CONTRACTOR
SHALL NOT INTERRUPT OR DISTURB ANY EXISTING UTILITY
FACILITY WITHOUT AUTHORIZATION FROM THE AFFECTED AGENCY.
WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF
EXISTING UTILITY FACILITIES. CONTRACTOR SHALL PROVIDE ALL
NECESSARY PROTECTION.
29. STREET GRADE SHALL BE BROUGHT TO WITHIN 1 FOOT OF PROPOSED
FINISH GRADE PRIOR TO WATERLINE CONSTRUCTION. CONTRACTOR
SHALL SHOW EXISTING ELEVATIONS OVER CENTERLINE OF PROPOSED
WATERLINE ON THE CUT SHEETS.
30. DURING CONSTRUCTION OF WATERLINE, CONTRACTOR SHALL PROVIDE
A PIPELINE CAP AND TEMPORARY THRUST PROTECTION FOR TESTING
AND DISINFECTION AT A MINIMUM OF 5 FEET FROM CONNECTIONS TO
EXISTING WATER SYSTEM AFTER NEW PIPELINE AND APPURTENANCES
HAVE BEEN DISINFECTED, TESTED, AND ACCEPTED BY CITY,
CONTRACTOR SHALL REMOVE PIPELINE CAP AND TEMPORARY THRUST
PROTECTION AND INSTALL CONNECTION PIPING. THE CONNECTION
PIPING.SHALL BE SWABBED WITH A CHLORINE SOLUTION.
31. OPEN EXCAVATION WILL BE ALLOWED OVER NIGHT OUTSIDE OF
PUBLIC STREET RIGHT-OF-WAY PROVIDED SITE IS SECURE. A
CONSTRUCTION FENCE, ENTIRELY ENCLOSING SITE, WILL BE
REQUIRED.
32. PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE
ELEVATIONS ARE WITHIN 0.1 FOOT OF DESIGN FLOW LINE
ELEVATIONS. PIPELINES, WHEN INSTALLED. SHALL HAVE
CONTINUOUS UPGRADE OR DOWNGRADE, CORRESPONDING WITH DESIGN
SLOPE, WITHOUT HIGH OR LOW SPOTS. PIPELINES SHALL BE
CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERLINES ARE WITHIN
0.1 FOOT OF DESIGN PIPELINE CENTERLINES. CONTRACTOR SHALL
ASSIST CITY AS REQUIRED TO CONFIRM COMPLIANCE WITH
CONSTRUCTION TOLERANCES.
33. CONTRACTOR IS ADVISED THAT ROCK OR UNACCEPTABLE TRENCH
BACKFILL MATERIAL MAY BE ENCOUNTERED DURING TRENCHING
OPERATIONS. WHERE SUCH MATERIAL IS ENCOUNTERED, CONTORACTOR
SHALL FURNISH AND INSTALL SUITABLE BEDDING AND BACKFILL
MATERIAL IN ACCORDANCE WITH STANDARD DRAWING W101. BEDDING
AND BACKFILL MATERIAL SHALL BE EITHER COMMERCIAL IMPORTED
MATERIAL OR SELECT NATIVE MATERIAL (SCREENED OR WASHED).
ALL ROCK OR UNACCEPTABLE TRENCH BACKFILL MATERIAL SHALL BE
DISCARDED AT A LEGAL DISPOSAL SITE.
34. A SOILS ENGINEER, APPROVED BY CITY, WILL TAKE COMPACTION
TESTS AS NECESSARY. COMPACTION TESTS SHALL BE MADE IN THE
PIPE ZONE, THE BACKFILL ABOVE THE PIPE ZONE, AND IN THE
SUBGRADE, ALL AT INTERVALS SELECTED BY CITY. COMPACTION
TESTS WILL BE TAKEN AS TRENCH BACKFILL PROGRESSES OR AFTER
TRENCH BACKFILL HAS BEEN COMPLETED. AS DETERMINED BY CITY.
CONTRACTOR SHALL PROVIDE TEST HOLES AS DIRECTED BY CITY
WHERE BACKFILL HAS BEEN COMPLETED TO ALLOW COMPACTION
TESTS. CONTRACTOR SHALL FURNISH ALL EQUIPMENT (INCLUDING
SHORING), LABOR AND MATERIALS TO ASSIST SOILS ENGINEER IN
MAKING ALL THE COMPACTION TESTS. WATER FACILITY TESTING
CANNOT BEGIN UNTIL CONTRACTOR HAS COMPLETED COMPACTION
EFFORTS AND CITY HAS ACCEPTED COMPACTION TEST RESULTS.
DEVELOPER SHALL PAY ALL COSTS FOR COMPACTION TESTS.
35. IF MONUMENTS OR BENCHMARKS MUST BE REMOVED OR DISTURBED TO
ACCOMMODATE CONSTRUCTION, CONTRACTOR SHALL HAVE A
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR REPLACE
SAME.
36. THE DEVELOPER SHALL PROVIDE CITY WITH ONE SET OF RECORD
DRAWING MYLARS. SAID DRAWINGS SHALL BE APPROVED BY CITY
PRIOR TO ACCEPTANCE OF WATER FACILITIES BY CITY.
XI,
PIPE CURVE DATA
PIPE SIZE
MIN. RAD. FOR PIPE LENGTH
10 FT.
20 FT.
40 FT.
8"
230
460
921
CA S1 I
NEW SEWER
NO.
NOTES FOR WATER MAIN LOCATION
Case
2:
New Water Mains Being Installed (Figures 1 and 2
Zone
-W 1- v-
TOTAL
A
No
water mains parallel to sewers shall be oonstruoted
2655
without approval from the health agenoy.
B
If
the sewer paralleling the water main does not meet the
CONST. 8" GATE VALVE W/ COVER
PER STANDARD DRAWING ON SHT. 14
Case 1, Zone B, requirements, the water main shall be
�L r_
oonstructed of:
,
1.
Duotile iron pipe with hot dip bituminous coating.
CONST. 6" FIRE HYDRANT ASSEMBLY
PER STD. DWG. ON SHT. 13
2.
Dipped and wrapped one-fourth-inoh-thick welded steel
0
4
pipe.
�_
3.
Class 200, Type II, asbestos-oement pressure pipe.
4
4.
Class 200 pressure rated plastio water pipe CDR 14 per
8
O
AWWA C9001 or equivalent.
5.
Reinforced conorete pressure pipe, steel cylinder type,
per AWWA (C300-74 or C301-79 or C303-70).
C
If
the sewer orossing the water main does not meet the Case
1,
Zone C, requirements, the water main shall have no
S o a ci o f
joints in Zone C and be oonstruoted of:
Ants in Sewer
1.
Ductile iron pipe with hot dip bituminous coating.
6
2.
Dipped "and wrapped one -fourth -inch -thick welded steel
CONST. 8" - 22 1/20 BEND
EA
pipe.
4
3.
Class 200 pressure rated plastio water pipe CDR 14 per
09
CONST. 8" - 11 1/40 BEND
AWWA C9003 or equivalent.
1
4.
Reinforced concrete pressure pipe, steel cylinder type, -
3
O
per AWWA (C300-74 or C301-79 or C303-70).
D
If
the sewer'orossing the water main does not meet the
1
requirements for Zone D, Case 1, the water main shall hove
no
joints within four feet from either of the sewer and
shall be oonstruoted of:
1.
Ductile iron pipe with hot dip bituminous coating.
REMOVE EXISTING 8" PLUG 8 JOIN
2.
Dipped and wrapped one-fourth-inch-thiok welded steel
1
pipe.
1�
3.
Class 200 pressure rated plastic water pipe CDR 14 per
2
3
AWWA C900) or equivalent.
6
4.
Reinforced conorete pressure pipe, steel cylinder type,
EA
79
per AWWA CC300-74 or C301-79 or C303-70)
CA S1 I
NEW SEWER
a ..
Note: 7'.is a prdhbited consUmbon zQpe
CASE 2 -
14EW VIATER MA114
T1.1111i
'oo ,
zone ` O WJoints- in Water MAW
4 n
s
Zan c P - -
r
• r
Pips•
!'
t...� No Joints in Water MAW
Fiq ! -- CROSSINGS
WATER CONSTRUCTION NOTES 8 QUANTITY ESTIMATES
NO.
DESCRIPTION
Zona
E OUANTITT
F! 1. 1-
-PIN -
-W 1- v-
TOTAL
oo
Zane G
LF
2655
200411- C
2522
Speciel
Pipe
CONST. 8" GATE VALVE W/ COVER
PER STANDARD DRAWING ON SHT. 14
EA
�L r_
7
,
19
O
CONST. 6" FIRE HYDRANT ASSEMBLY
PER STD. DWG. ON SHT. 13
EA
5
I
S
4
�-- No Joint:; in Sewer
�_
CONST. 8" X 8" X 8" TEE
EA
4
3
i
8
O
WELD ALL JOIUTS PER LEM1IGTH DESCRIBED IN
sTD. DETAIL W 139 ON SHT. 13
Q
N/A
one
i
S o a ci o f
Pips•
Ants in Sewer
25
t i
f
6
35
a ..
Note: 7'.is a prdhbited consUmbon zQpe
CASE 2 -
14EW VIATER MA114
T1.1111i
'oo ,
zone ` O WJoints- in Water MAW
4 n
s
Zan c P - -
r
• r
Pips•
!'
t...� No Joints in Water MAW
Fiq ! -- CROSSINGS
WATER CONSTRUCTION NOTES 8 QUANTITY ESTIMATES
NO.
DESCRIPTION
's
E OUANTITT
F! 1. 1-
-PIN -
-W 1- v-
TOTAL
01
CONST. 8" ID STEEL PIPE. CMLBC, 10 GAUGE MIN.
LF
2655
2485
2522
7662
CONST. 8" GATE VALVE W/ COVER
PER STANDARD DRAWING ON SHT. 14
EA
8
7
4
19
O
a ..
Note: 7'.is a prdhbited consUmbon zQpe
CASE 2 -
14EW VIATER MA114
T1.1111i
'oo ,
zone ` O WJoints- in Water MAW
4 n
s
Zan c P - -
r
• r
Pips•
!'
t...� No Joints in Water MAW
Fiq ! -- CROSSINGS
WATER CONSTRUCTION NOTES 8 QUANTITY ESTIMATES
NO.
DESCRIPTION
UNIT
E OUANTITT
F! 1. 1-
-PIN -
-W 1- v-
TOTAL
01
CONST. 8" ID STEEL PIPE. CMLBC, 10 GAUGE MIN.
LF
2655
2485
2522
7662
CONST. 8" GATE VALVE W/ COVER
PER STANDARD DRAWING ON SHT. 14
EA
8
7
4
19
O
CONST. 6" FIRE HYDRANT ASSEMBLY
PER STD. DWG. ON SHT. 13
EA
5
6
4
15
4Q
CONST. 8" X 8" X 8" TEE
EA
4
3
1
8
O
WELD ALL JOIUTS PER LEM1IGTH DESCRIBED IN
sTD. DETAIL W 139 ON SHT. 13
Q
N/A
Q7
CONST. 8" - 450 BEND
EA
25
4
6
35
08
CONST. 8" - 22 1/20 BEND
EA
1
4
1
6
09
CONST. 8" - 11 1/40 BEND
EA
1
1
1
3
O
CONST. THRUST BLOCK PER STD.
DWG ON SHT. 13
EA
3
2
1
66
CONST. AIR RELEASE AND VACUUM VALVE
ASSEMBLY PER DETAIL ON SHT. 13 8 14
EA
1�
REMOVE EXISTING 8" PLUG 8 JOIN
Eq
2
1
3
1�
CONST. 6" PLUG PER STD. DWG. ON SHT. 14
EA
2
3
1
6
14
CONST. 1"OR 1 1/2" SERV. LINE PER DET. ON SHT. 14
EA
79
187
0
266
10
CONST. 8" BLOW -OFF PER DETAIL ON SHT. 14
EA
6
1
1
8
E I C SE 2
( NEW
WATER MAIN
NEW sEiNER � .
V/ { { i
r
,
Zone "A"
l i j special +
Special
flera�i�sion
Pipe '
w i I F�
' -
t e-41, 3� .....
elope { I l I
P P
i � #
Special410
1
-�► . G Pttwltis sioA '
� a
_-FIGURE: 2. Aarallel C,ou5+rLxi1 .
NOTE; zones .Iden+iCal on e4her side of +he cenfer ! ineS_{
ZOYIe -P. 15 a Pro hi bitlecd Zone.
5ectlon 64 630 (e) (Z) Cali4ornta Admini,s�ra+ �ode,::Tl l 22
WATER MAIN LOCATION DETAILS
TOTAL ALL PHASES.
0 SEE SHEET 25$2e4 F:6P_
TO. 14274-1 4 TR. 142?& -Z
A6- QUANTITIES.
10- N W140 Raw-, I I IN