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STORM [DRAIN IMPROVEMENT PLAN
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (-GREEN BOOK'. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL
BE THE LATEST EDMON UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO CITRU COMM RC C NT R
PRECEDENCE PROVISIONS IN THE 'GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER
FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS.
5. 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 (909) 350-7610.
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT
ALL TIMES.
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF
CALIFORNIA TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
10. NO MATERIAL Ofd ;EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT
PURPOSE •
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE
PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE,
ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD
CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR
FACILITIES.
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION.
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED.
15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION
CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION
TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS,
SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A
RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE
PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL
21.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 REQUIRE
RE -WORKING OF. THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
23.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF
THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
24.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
25.NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
26.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS.
CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE
PLANS.
27.IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING.
32.UPON COMPLETION , OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
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PREPARED FM
,+CITRUS AVENUE, LLC
100 BAIMEW CIRCLE, SUITE 310
NEWPORT BEACH, CA 92660
PHONE: (949) 509-5000
FAX: (949) 509-5001
SOLS ENGR EM
NORCAL ENG/NEER/NG
SOILS & GEOTECHNICAL CONSULTANTS
10641 HUMBOLT STREET
LOS ALAMITOS, CA 90720
PHONE: (562) 799-9469
LEGE
A.B.
D
-AGGREGATE BASE
A.C.
-ASPHALT CONCRETE
B.C.R.
-BEGINNING OF CURVE
BLDG
-BUILDING
B.O.W.
-BOTTOM OF WALL
B.W.
-BACK OF WALK
C.LF.
-CHAIN UNK FENCE
CONC.
-CONCRETE
C.F.
-CURB FACE
C.B.
-CATCH BASIN
q
-CENTERUNE
E.C.R.
-END OF CURVE
EXIST.
-EXISTING
E.P.
-EDGE OF PAVEMENT
F.G.
-FINISH GRADE
F.F.
-FINISH FLOOR
F.L
-FLOW UNE
F.S.
-FINISH SURFACE
F.H.
-FIRE HYDRANT
G.B.
-GRADE BREAK
H.C.
-HANDICAP
H.P.
-HIGH POINT
INV.
-INVERT
M.H.
-MANHOLE
N.G.
-NATURAL GRADE
P_
-PROPERTY UNE
PB
-PULL BOX
P.P.
-POWER POLE
R/W
-RIGHT OF WAY
R.D.
-ROOF DRAIN
TRANS PAD
-TRANSFORMER PAD
T.B.
-TOP OF BERM
S =
-SLOPE
S.D.
-STORM DRAIN
S.L
-SIGHT UNE
ST.LT.
-STREET UGHT
T.G.
-TOP OF GRATE
T.C.
-TOP OF CURB
TOP
-TOP OF SLOPE
TOE
-TOE OF SLOPE
WM
-WATER METER
WV
-WATER VALVE
PM 1 513
FONTANA CALIFORNIA
SAN BERNARDINO COUNTY FLOOD CONTROL
CONSTRUCT 18" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
825 E. THIRD STREET, ROOM 140
LF.
SAN BERNARDINO, CA 92415-0835
CONSTRUCT 24" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
PHONE: (909) 387-8256
LF.
ATTN: TOM WI W AM S
CONSTRUCT 30" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
FONTANA WATER COMPANY
LF.
15966 ARROW ROUTE
CONSTRUCT 36" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
FONTANA, CA 92355
LF.
PHONE: (909) 822-2201
CONSTRUCT 42" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
ATTN: BRENDA FOWLER
EA
SOUTHERN CALIFORNIA GAS COMPANY
CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD 3022.
1981 W. LUGONIA AVE.
EA
REDLANDS, CA
CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD 3010.
PHONE: (909) 335-7965
EA
ATTN: ED SANTILLAN
CONSTRUCT C.M.P. RISER PER DETAIL ON SHEET NO. 3.
AT&T
EA
1265 VAN BUREN ST. #180
CONSTRUCTION MONOLITHIC CATCH BASIN CONNECTION CITY OF FONTANA STD 3005.
ANAHEIM, CA 92807
EA
PHONE: (714) 666-5614
CONSTRUCTION CATCH BASIN PER CITY OF FONTANA STD 3004, V AND W PER PLAN,
ATTN: LEE QUEST
EA
SOUTHERN CALIFORNIA EDISON
WITH LOCAL DEPRESSION PER STD 3003. CASE PER PLAN.
7951 REDWOOD AVENUE
Engineer. .
FONTANA, CA 92336
REMOVE EXISTING CATCH BASIN.
PHONE: (909) 549-5345
EA
ATTN: JEFF HUDSON
ABANDON EXISTING 24" STORM DRAIN IN PLACE INSTALL PIPE CLOSURE PER S.B.C.F.C.D.
TIME WARNER
LF.
17777 CENTER COURT DR. 8TH FLOOR
STD S.P. 176A
CERRITOS, CA 90703
T
PHONE: (562) 677-0263
0
ATTN: JOHN CHRISTIANSEN
A
U
FONTANA UNITED SCHOOL DISTRICT
9680 CITRUS AVENUE
T
FONTANA, CA 92335
R
PHONE: (909) 357-5000 X 29455
T
ATTN: SHERRI WHITTEN
C
INLAND EMPIRE UTILITY AGENCY
F
IN
(FQR SEWER)
A
6075 KIMBALL AVENUE
T
CHINO, CA 91708
B
PHONE: (909) 993-1696
R
ATTN: UZA MUNOZ
W
Q
j
U
SANTA ANA AVE.
JURURA AVENUE WEX W
PRIVATE ENC�EER'S NOTE TO CONTRACTOR SCALE: .1" = 250'
SAN BERNARDINO FRWY
`I �I IW I� I� k<1
ANA AVE
O N �
JURUPA AVENUE
CITY OF
FONTANA 0
V/C/N/TY MAP
N.T.S.
tO
CONSTRUCT 18" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
10
LF.
2O
CONSTRUCT 24" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
45
LF.
O
CONSTRUCT 30" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
10
LF.
4O
CONSTRUCT 36" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
65
LF.
5O
CONSTRUCT 42" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
52
EA
6O
CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD 3022.
5
EA
7O
CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD 3010.
3
EA
8O
CONSTRUCT C.M.P. RISER PER DETAIL ON SHEET NO. 3.
1
EA
O
CONSTRUCTION MONOLITHIC CATCH BASIN CONNECTION CITY OF FONTANA STD 3005.
2
EA
10
CONSTRUCTION CATCH BASIN PER CITY OF FONTANA STD 3004, V AND W PER PLAN,
2
EA
SAN BERNARDINO . COUNTY
FLOOD CONTROL DISTRICT
WITH LOCAL DEPRESSION PER STD 3003. CASE PER PLAN.
Engineer. .
11
REMOVE EXISTING CATCH BASIN.
2
EA
012
ABANDON EXISTING 24" STORM DRAIN IN PLACE INSTALL PIPE CLOSURE PER S.B.C.F.C.D.
40
LF.
STD S.P. 176A
13
REMOVE EXISTING TREES AS NEEDED.
1
EA
HE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY PIPES, CONDUITS,
R STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE BA313 0_.FBEAF&M
VAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CAUFORNIA STATE PLANE
TIUTIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
0 TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES SHOWN ON COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83)
HESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABIUTY AND BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS)
ESPONSIBIUTY FOR THE UTIUTY PIPES, CONDUITS OR STRUCTURES SHOWN ON 'LORS" AND 'EWPP" AS SHOWN HEREON (BASIS OF BEARINGS: S 81'29'26" E).
HESE DRAWINGS. ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS.
ONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY
OR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, :
CLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL CITY OF FONTANA BENCHMARK NO. '289'
AF CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
HE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE
ERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABIUTY, NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE.
:AL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, ELEVATION = 10.32.22'
EXCEPTING FOR LIABIUTY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR THE
JGINFFR
TOLL FREE `%"i"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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.
0 �OFESS/gN�
* R.C.E. N0. 56155
�o'A Exp. 12-31-16 Q
9�F CIV Iv
OF CA,
Prepared Under The Supervision Of
Thienes Engineering, Inc.
CML DVONEERNNG - LAND SURVEYNNG
14349 RIRESTONE BOULEVARD
LA MIR4LK C4UFORiI 90638
PH.(714)521-4811 FAX(714)521-417J
1 I
. I I
I
IL PIPE
Brick laid lengthwise
and mortared
1"± Cement grout
�InSide edge of R.C.P. groove i
capping at end of pipe SECTION
or end of pipe (if broken)
*DN
Cement grout capping
Brick a mortar closure
JGINFFR
TOLL FREE `%"i"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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.
0 �OFESS/gN�
* R.C.E. N0. 56155
�o'A Exp. 12-31-16 Q
9�F CIV Iv
OF CA,
Prepared Under The Supervision Of
Thienes Engineering, Inc.
CML DVONEERNNG - LAND SURVEYNNG
14349 RIRESTONE BOULEVARD
LA MIR4LK C4UFORiI 90638
PH.(714)521-4811 FAX(714)521-417J
1 I
. I I
I
IL PIPE
Brick laid lengthwise
and mortared
1"± Cement grout
�InSide edge of R.C.P. groove i
capping at end of pipe SECTION
or end of pipe (if broken)
*DN
Cement grout capping
Brick a mortar closure
ELEVATION
PIPE CLOSURETYPE "B"
(Brick and Mortar)
NOTE'.
by
L Type."B"c losure for 'D" not larger than
SAN BERNARDINO . COUNTY
FLOOD CONTROL DISTRICT
36" unless. approved or specified the
Engineer. .
REVISIONS OWN. By DATE
2 -See specifications for additional information:...
C. L. 5-9-63
FILE NO.
S. P. 176A
PIPE CLOSURE DETAIL
N.T.S.
ShEEr INDEX
I TITLE SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES
2 STORM DRAIN CONNECTION, CATCH BASIN RELOCATION
3 STORM DRAIN CONNECTION, CATCH BASIN RELOCATION
jA,�,�jr-Ite
JSAA
REINHARD STENZEL RCE NO. 56155
WD/D# 8 360374407 OR 13-018
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
DPAYM `I COMMERCE CENTERKF
DESIGNED BY: P.M. 19513 FDALE
KF CONSTRUCTIOWAOTES- do QUANTITY ESTIMATES o
CHECKED BY: NPP OVED . � / DRAWING NO.: 1
DATE: 5 42 6 3 9
111R I ENGINEER 51152
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jA,�,�jr-Ite
JSAA
REINHARD STENZEL RCE NO. 56155
WD/D# 8 360374407 OR 13-018
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
DPAYM `I COMMERCE CENTERKF
DESIGNED BY: P.M. 19513 FDALE
KF CONSTRUCTIOWAOTES- do QUANTITY ESTIMATES o
CHECKED BY: NPP OVED . � / DRAWING NO.: 1
DATE: 5 42 6 3 9
111R I ENGINEER 51152
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