Agenda 10/25/2016 Item #16A20 16.A20
10/25/2016
The Fees are based on a construction estimate of$882,932.05 and were paid in August,2016.
The breakdown is as follows:
a) Plat Review Fee($1,000.00+$5./ac) $ 1,102.00
b) Construction Drawing Review Fee
Water& Sewer(.75%const. est.) $3,172.00
c) Drainage,Paving,Grading
(.75%const. est.) $ 3,449.99
d) Construction Inspection Fee
Water& Sewer(2.25%const. est.) $9,516.00
e) Drainage,Paving, Grading
(2.25%const. est.) $10,349.97
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public
Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation,
except when the applicant elects to delay obtaining a COA for non-residential developments that are
required to obtain approval of a site development plan prior to the issuance of a building permit.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a
majority vote for Board approval. -SAS
RECOMMENDATION: To approve the final plat of Coral Harbor Phase II (Application Number
PL20160001577) for recording with the following stipulations:
1. To approve the amount of$971,225.26 as performance security for the required improvements; or
such lesser amount based on work completed, and as is approved by the Growth Management
Department.
2. To approve the standard form Construction and Maintenance Agreement and direct the County
Manager or his designee:
a. To withhold Certificates of Occupancy until the required improvements have received
preliminary acceptance.
b. To delay recording of the plat until suitable security and an appropriate Construction and
Maintenance Agreement is approved and accepted by the County Attorney's office and the
Board or the County Manager or his designee on behalf of the Board pursuant to Section
10.02.04 F.2 of the LDC.
Prepared by: John Houldsworth, Senior Site Plans Reviewer, Development Review Division, Growth
Management Department
ATTACHMENT(S)
1.Location Map (PDF)
2.Plat Map (PDF)
3.Opinion of Cost(PDF)
Packet Pg. 782
16.A.20
10/25/2016
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.20
Item Summary: This item requires that ex parte disclosure be provided by Commission members.
Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to
approve for recording the final plat of Coral Harbor Phase II, (Application Number PL20160001577)
approval of the standard form Construction and Maintenance Agreement and approval of the amount of
the performance security.
Meeting Date: 10/25/2016
Prepared by:
Title: Site Plans Reviewer, Senior—Growth Management Development Review
Name: John Houldsworth
09/20/2016 2:19 PM
Submitted by:
Title: Project Manager,Principal—Growth Management Department
Name: Matthew McLean
09/20/2016 2:19 PM
Approved By:
Review:
Growth Management Department Judy Puig Level 1 Division Reviewer Completed 09/27/2016 2:28 PM
Growth Management Department Matthew McLean Level 1 Add Division Reviewer Completed 09/28/2016 8:10 AM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 09/28/2016 11:46 AM
Growth Management Department James French Level 2 Add Division Reviewer Completed 09/29/2016 2:06 PM
Growth Management Department Jeanne Marcella Level 2 Division Administrator Completed 09/30/2016 1:08 PM
County Attorney's Office Jeffrey A.Klatzkow Level 3 County Attorney's Office Review Completed 09/30/2016 5:05 PM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 10/03/2016 4:08 PM
Budget and Management Office Mark Isackson Additional Reviewer Completed 10/03/2016 4:15 PM
County Manager's Office Leo E.Ochs Level 4 County Manager Review Completed 10/14/2016 1:10 PM
Board of County Commissioners MaryJo Brock Meeting Pending 10/25/2016 9:00 AM
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16.A.20.c
bj R0 BAU &AS S O C IATE S
NAPLES RESERVE — CORAL HARBOR PHASE 2 — REVO1
PRELIMINARY OPINION OF PROBABLE COST
SUMMARY
0
GENERAL $ 17,500.00
Tc
EARTHWORK $ 3,500.00
SANITARY SEWER $ 210,862.00
0.
0.
POTABLE WATER&FIRE $ 212,071.50
o.
STORM DRAINAGE $ 181,146.00
U-
PAVING $ 221,852.55 c
N
LIGHTING $ 36,000.00
U
96
TOTAL $ 882,932.05
Contingency(110%) of TOTAL $ 971,225.26
UTILITY DOCUMENT REVIEW FEE 0.75%OF SEWER AND WATER ESTIMATE $ 3,172.00
UTILITY INSPECTION FEE 2.25%OF SEWER AND WATER ESTIMATE $ 9,516.00
UTILITY REVIEW FEES PAID $ 3,091.62
UTILITY REVIEW FEES DUE $ 80.38
CONSTRUCTION REVIEW FEE 0.75%OF ESTIMATE $ 3,449.99
CONSTRUCTION INSPECTION FEE 2.25%OF ESTIMATE $ 10,349.97
CONSTRUCTION REVIEW FEES PAID $ 3,449.99
CONSTRUCTION REVIEW FEES DUE $ (0.00)
8/26/2016 3:12 PM X:AShared\P\016-00-007 NR Parcel 5\007 CCFDEP Permit Sup\Phase II\RAI_I\OPC_Phase 2
Packet Pg. 789
16.A.20.c
•i bar ROBAU &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE 2
Estimated By:KAM
Checked By:MWD
GENERAL
DESCRIPTION UNIT QUANTITY UNIT TOTAL
8-
COST
COST -2
is
Mobilization(Large Projects,$10.0 to$20.0 Million) LS 0 $25,000.00 $ -
0
U
Mobilization(Large Projects,$2.5 to$10.0 Million) LS 0 $ 10,000.00 $ - >
0
Mobilization(Small Projects,$500,000 to$2.5 Million) LS 1 $ 7,500.00 $ 7,500.00
E.
Maintenance of Traffic(Varies,Depends on Type Project) LS 1 $ 2,500.00 $ 2,500.00
ii
Staked Silt Fence LF 0 $ 1.25 $ - c
N
Turbidity Barrier(Floating) LF 0 $ 12.50 $
in
0
Clearing&Grubbing(Burn) AC 0 $ 2,500.00 $ - U
0
0
Clearing&Grubbing(Chip&Haul Off-Site) AC 0 $ 3,400.00 $ - c
.Q
0
Bridges(Canals,30'Or Less Using Con-Span Type) EA 0 $ 475,000.00 $ -
ai
E
Large Bridges(Based on SF of Deck @$160.00 Per SF) EA 0 $ 1,750,000.00 $ -
Construction Staking Total Project LS 1 $7,500.00 $ 7,500.00
General Subtotal $ 17,500.00
Packet Pg. 790
16.A.20.c
f
6 ROBAU & ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE 2
Estimated By:KAM
Checked By:MWD
EARTHWORK
DESCRIPTION UNIT QUANTITY UNIT TOTAL o
COST .Q
ca
I
Regular Excavation CY 0 $ 2.00 $ -
0
U
iTs
Lake Excavation(Blasted Rock) CY 0 $ 2.80 $ -
L
Embankment(From Regular&Lake Excavation CY 0 $ 1.50 $ - Q
Includes Spread,Compact&Fine Grading) ca
E.
73
Excavate,Stockpile for Rock Bury CY 0 $ 1.50 $ - ii
0
Replace from Stockpile&Cover Rock Bury CY 0 $ 1.25 $ - N
Import Fill(compacted in-place) CY 0 $ 9.75 $ - U
46
Berm Construction LF 0 $ 3.80 $ - 0
Swale Construction LF 0 $ 2.50 $ -
0
c
Construction Entrance(FDOT Stone Bed) EA 1 $ 3,500.00 $ 3,500.00 E
U
as
Rip-Rap(12")w/Fabric SY 0 $ 60.00 $ - Q
Retaining Wall LF 0 $ 100.00 $ -
Rock Blasting(Range$15,000/$75,000,Depends AC 0 $ 45,000.00 $ -
on Thickness of Rock&Other Variables)
Gabions(standard size 6'x3'x3'filled w/stone EA 0 $ 210.00 $ -
and installed)(There are 10 different sizes)
Sod @ Berms SY 0 $ 1.40 $ -
Packet Pg. 791
16.A.20.c
If
; ; ROBAU & ASSOCIATES
NPDES Monitoring LS 0 $ 7,500.00 $ -
Earthwork Subtotal $ 3,500.00
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0
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0
0
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Packet Pg.792
16.A.20.c
1:‘./.,40. ROBAU & ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE 2
Estimated By:KAM
Checked By:MWD
SANITARY SEWER
DESCRIPTION UNIT QUANTITY UNIT TOTAL o
COST 'E
m
2
Tts
8"PVC Sanitary Sewer Main(0'-6'Depth) LF 1,396 $ 24.00 $ 33,504.00
0
U
is
8"PVC Sanitary Sewer Main(6'-8'Depth) LF 785 $ 30.00 $ 23,550.00 0
2
Q
Q
8"PVC Sanitary Sewer Main(8'-10'Depth) LF 401 $ 42.00 $ 16,842.00 Q
r
ro
a.
8"PVC Sanitary Sewer Main(10'-12 Depth) LF 0 $ 56.00 $ - Tu
c
ii
8"PVC Sanitary Sewer Main(I2'-14'Depth) LF 0 $ 72.00 $ - ..
Vr
0
N
8"PVC Sanitary Sewer Main(14'-16'Depth) LF 0 $ 86.00 $ -
r
rn
0
U
4'Diameter Manholes(0'-6'Depth) EA 7 $ 3,800.00 $ 26,600.00 0
c
0
4'Diameter Manholes(6'-8'Depth) EA 4 $ 4,600.00 $ 18,400.00 E
Q
0
4'Diameter Manholes(8'-10'Depth) EA 2 $ 5,500.00 $ 11,000.00 c
E
4'Diameter Manholes(10'-12'Depth) EA 0 $ 6,400.00 $ -
cor
r
Q
4'Diameter Manholes(12'-I4'Depth) EA 0 $ 7,800.00 $ -
4'Diameter Manholes(14'-16'Depth) EA 0 $ 9,000.00 $ -
Additional Cost,Drop Manhole for(8'-10'Depth) EA 0 $ 1,000.00 $ -
Additional Cost,Drop Manhole for(10'-12'Depth) EA 0 $ 1,300.00 $ -
Additional Cost,Drop Manhole for(12'-14') EA 0 $ 1,800.00 $ -
Packet Pg. 793
16.A.20.c
4
0' ROBAU &A.SSOCLATE S
Additional Cost,Drop Manhole for(14'-16') EA 0 $ 2,600.00 $ -
6"PVC Laterals LF 2,171 $ 21.00 $ 45,591.00
6"Single Clean-out EA 0 $ 225.00 $ -
6"Double Clean-out EA 75 $ 425.00 $ 31,875.00
Video Inspection LF 1 $ 3,500.00 $ 3,500.00
Lift Station Average,(See Listing Below) EA 0 $ 140,000.00 $ - o
L
as
4'PVC Force Main(C-900,CL200,DR-18) LF 0 $ 16.00 $ -
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O
U
4'PVC Force Main(C-900,CL 200,DR-14) LF 0 $ 18.00 $ -
>
O
6'PVC Force Main(C-900,CL 200,DR-18) LF 0 $ 22.00 $ - Q-
O_
Q
I.;
6"PVC Force Main(C-900,CL 200,DR-14) LF 0 5 26.00 $ - p_
Tcsc
8"PVC Force Main(C-900,CL 200,DR-18) LF 0 $ 30.00 $ - "u.
0
d•
8"PVC Force Main(C-900,CL 200,DR-14) LF 0 $ 32.00 $ - o
N+4
Air Release Valves EA 0 $ 1,200.00 $ - O
U
48
O
8"Force Main Hot Tap EA 0 $ 3,500.00 $ - o
c
.Q
6"Force Main Hot Tap EA 0 $ 3,100.00 $ - 0
C
E
4"Force Main Hot Tap EA 0 $ 2,500.00 $ - EE
U
+a
Directional Bore 4"Force Main,(12"Casing) LF 0 $ 140.00 $ -
Directional Bore 6"Force Main,(12"Casing) LF 0 $ 160.00 $ -
Directional Bore 8"Force Main,(16"Casing) LF 0 $ 210.00 $ -
4"Plug Valve EA 0 $ 1,000.00 $ -
6"Plug Valve EA 0 $ 1,200.00 $ -
8"Plug Valve EA 0 $ 1,500.00 $ -
Packet Pg. 794
16.A.20.c
fir
ROBAU &ASSOCIATES
10"Plug Valve EA 0 $ 2,000.00 $ -
12"Plug Valve EA 0 $ 2,600.00 $ -
Sanitary Sewer Subtotal $ 210,862.00
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Packet Pg. 795
I6.A.20.c
j ROBAU &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE 2
Estimated By:KAM
Checked By:MWD
POTABLE WATER&FIRE
DESCRIPTION UNIT QUANTITY UNIT TOTAL o
COST -E
c4
I
12"PVC Water Main(C-900,CL-200,DR-14) LF 0 $ 32.00 $ -
0
U
12"PVC Water Main(C-900,CL-200,DR-18) LF 0 $ 30.00 $ - >
0
I-
a
CI
12"Gate Valve EA 0 $ 2,800.00 $ - Q
E.
12"x 24"Hot Tap EA 0 $ 5,200.00 $ - Tts
c
ii
12"Backflow Preventer EA 0 $ 12,000.00 $ - o
vt
0
N
12"Master Meter EA 0 $ 17,500.00 $ - `"
w
O
U
Directional Bore 12"PVC w/24"Casing) LF 0 $ 265.00 $ - 46
C
0
10"PVC Water Main(C-900,CL-200,DR-14) LF 0 $ 28.00 $ - c
0
0
10"PVC Water Main(C-900,CL-200,DR-18) LF 0 $ 26.00 $ - c
a)
c
10"Gate Valve EA 0 $ 2,300.00 $ - ci
ca
-.
Q9
10"Backflow Preventer EA 0 $ 10,000.00 $ -
10"Master Meter EA 0 $ 15,500.00 $ -
Directional Bore 10"PVC w/20"Casing) LF 0 $ 245.00 $ -
8"PVC Water Main(C-900,CL-200,DR-14) LF 0 $ 22.00 $ -
8"PVC Water Main(C-900,CL-200,DR-18) LF 2,919 $ 20.00 $ 58,380.00
Packet Pg. 796
16.A.20.c
/
, . ROBAU &ASSOCIATES
8"Gate Valve w/Box EA 3 $ 1,400.00 $ 4,200.00
8"x 12"Hot Tap EA 0 $ 3,500.00 $ -
8"Backflow Preventer EA 0 $ 8,000.00 $ -
Fire Hydrant Assembly EA 8 $ 3,600.00 $ 28,800.00
Dead-End Hydrants EA 0 $ 3,800.00 $ -
Blue RPM's EA 8 $ 12.50 $ 100.00 8
L
as
Perm.Bact.Sample Point EA 0 $ 1,200.00 $ -
TO
L
8
U
Temporary Blow-off&Bact.Sample Points EA 0 $ 1,200.00 $ -
0
L
Air Release Valve EA 0 $ 1,200.00 $ - n.
Q
Q
is
6"Backflow Preventer EA 0 $ 6,000.00 $ - p_
Ttsc
6"Gate Valve w/Box EA 0 $ 1,200.00 $ - Lt.
c)v
6"x 12"Hot Tap EA 0 $ 3,100.00 $ - N
n
4"Gate Valve w/Box EA 0 $ 1,000.00 $ - O
U
4—
4"PVC Utility Sleeves LF 1,816 $ 5.00 $ 9,080.00 c
Z.
1"Water Service Line LF 2,963 $ 10.50 $ 31,111.50 0
c
Double Meter EA 62 $ 950.00 $ 58,900.00 E
co
Single Meter EA 26 $ 550.00 $ 14,300.00 e(
1 1/2"Water Service Line LF 0 $ 8.50 $ -
1 1/2"Double Meter EA 0 $ 800.00 $ -
1 1/2"Single Meter EA 0 $ 400.00 $ -
Temp.Gap Configuration EA 1 $ 2,500.00 $ 2,500.00
Temp.Backflow Preventer EA 0 $ 2,500.00 $ -
Packet Pg. 797
16.A.20.c
r<,
} ROBAU &ASSOCIATES
Automatic Flushing Device(RELOCATED) EA 1 $500.00 $ 500.00
Connect to Existing Water Main EA 2 $ 2,100.00 $ 4,200.00
Aerial Canal Crossing(3-Piers) EA 0 $ 45,000.00 $ -
Potable Water&Fire Station Subtotal $ 212,071.50
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0
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Packet Pg. 798
16.A.20.c
ROBAU & .ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE 2
Estimated By:KAM
Checked By:MWD
STORM DRAINAGE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
ca
rt
Single Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 $ 430.00 $ -
U
Double Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 $ 880.00 $ -
0
0.
Q
Triple Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 $ 1,300.00 $ - Q
15"RCP LF 392 $ 22.00 $ 8,624.00
ii
18"RCP LF 756 $ 32.00 $ 24,192.00 0
N
24"RCP LF 780 $ 56.00 $ 43,680.00
in
O
30"RCP LF 0 $ 68.00 $ - o
0
36"RCP LF 365 $ 80.00 $ 29,200.00
Q
0
42"RCP LF 0 $ 95.00 $ -
a�
E
48"RCP LF 0 $ 120.00 $ - C
54"RCP LF 0 $ 170.00 $ -
12"HDPE LF 0 $ 20.00 $ -
15"HDPE LF 0 $ 24.00 $ -
18"HDPE LF 0 $ 30.00 $ -
24"HDPE LF 0 $ 40.00 $ -
Packet Pg.799
16.A.20.c
/
. xy ROBAU & ASSOCIATES
30"HDPE LF 0 $ 52.00 $ -
Valley Gutter Inlets(4'x4') EA 14 $ 3,200.00 $ 44,800.00
0
Valley Gutter Inlet(5'X5') EA 0 $ 4,100.00 $ -
Throat Inlets(Top) EA 0 $ 2,500.00 $ -
Junction Box(4'x4') EA 5 $ 3,200.00 $ 16,000.00
Junction Box(5'x5') EA 0 $ 3,800.00 $ - LO
L
as
Junction Box P-7(greater than 10') EA 0 $ 5,600.00 $ - Z
is
L
O
Junction Box J-7(less than 10') EA 0 $ 4,800.00 $ - U
76
0
L
Junction Box J-7(greater than 10') EA 0 $ 6,600.00 $ -
Q
Q
O
Control Structure EA 0 $ 5,500.00 $ - a.
To
c
Water Quality Structure EA 0 $ 6,500.00 $ - it
0
cir
Bubbler Grate w/Rip-Rap EA 0 $ 3,500.00 $ - o
9-
N
Grate Inlet(4'x 4') EA 0 $ 2,800.00 $ - O
U
40
Grate Inlet(5'x5') EA 0 $ 3,800.00 $ - c
C
71.
Curb Inlet(Base) EA 0 $ 1,800.00 $ - 0
w
c
E
Grate Inlet,(FDOT)Type"C" EA 3 $ 2,200.00 $ 6,600.00 E
U
cu
Grate Inlet,(FDOT)Type"D" EA 1 $ 2,800.00 $ 2,800.00 Q
Grate Inlet,Type"E" EA 0 $ 2,400.00 $ -
12"Flared End Section EA 0 $ 250.00 $ -
15"Flared End Section EA 2 $ 350.00 $ 700.00
18"Flared End Section EA 1 $ 450.00 $ 450.00
24"Flared End Section EA 4 $ 650.00 $ 2,600.00
Packet Pg. 800
16.A.20.c
A
1 ROBAU & A.SSOCIATES
30"Flared End Section EA 0 $ 1,000.00 $ -
36"Flared End Section EA 1 $ 1,500.00 $ 1,500.00
42"Flared End Section EA 0 $ 2,000.00 $ -
48"Flared End Section EA 0 $ 2,500.00 $ -
54"Flared End Section EA 0 $ 3,000.00 $ -
L
O
.LZ
15"Mitered End Section EA 0 $ 1,500.00 $ - ct
I
Tu
18"Mitered End Section EA 0 $ 1,800.00 $ - O
U
24"Mitered End Section EA 0 $ 2,400.00 $ - >
O
L
Q
Q
30"Mitered End Section EA 0 $ 3,000.00 $ - <
ca
EC
36"Mitered End Section EA 0 $ 3,600.00 $ - c
ii
42"Mitered End Section EA 0 $ 4,200.00 $ - 0
0
N
48"Mitered End Section EA 0 $ 4,800.00 $ -
N
0
U
54"Mitered Section EA 0 $ 5,400.00 $ - p
c
O
Yard Drain EA 0 $ 1,200.00 $ - c
Q
0
c
Storni Drainage Subtotal $ 181,146.00 E
0
P.a.+
a�
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Packet Pg. 801
16.A.20.c
ROBAU &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE 2
Estimated By: KAM
Checked By:MWD
PAVING
DESCRIPTION UNIT QUANTITY UNIT TOTAL p
COST 'a
m
I
To
12"Concrete Ribbon Curb LF 0 $ 24.00 $ -
0
U
Ta
2'Valley Gutter LF 5,837 $ 8.50 $ 49,614.50
0
0
Q
Type"A"Curb&Gutter LF 0 $ 12.50 $ - Q
ca
CT„.
Type"E"Curb&Gutter LF 0 $ 12.50 $ c7 i
-
c
LL
Type"F"Curb&Gutter LF 0 $ 10.00 $ - o
v
0
N
Type"D"Curb LF 0 $ 8.50 $ -
n
0
U
3/4"Type S-111 Asphalt(2nd Lift) SY 6,475 $ 4.10 $ 26,547.50 O
c
0
3/4"Type S-111 Asphalt(1st Lift) SY 6,475 $ 3.80 $ 24,605.00 ._
Q
0
12"Stabilized Subgrade(LBR 40) SY 8,417 $ 1.40 $ 11,783.80 c
m
E
8"Limerock Base(LBR 100) SY 0 $ 5.35 $ - ci
ca
Q
6"Limerock Base(LBR 100) SY 6,475 $ 4.50 $ 29,137.50
4"Limerock Base(LBR 100) SY 0 $ 4.00 $ -
Signage&Pavement Marking Per Mile LS 1 $ 5,000.00 $ 5,000.00
Fine Grading(This Could Be Priced By SY Also) DA 0 $ 1,000.00 $ -
4'Sod Strip Between Curb&Sidewalk SY 3,192 $ 1.50 $ 4,788.00
Packet Pg. 802
16.A.20.c
R,O BAU &AS S O C IAC'E S
ADA Ramps&Detectable Warnings SF 0 $ 24.00 $ -
6'Wide Sidewalk(4"Thick Concrete) LS 0 $ 5,000.00 $ -
5'Wide Sidewalk(4"Thick Concrete) LF 5,745 $ 12.25 $ 70,376.25
2"Sand Cushion SY 0 $ 0.54 $ -
Paving Subtotal $221,852.55
L
0
L
0
U
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0
0.
0.
4-
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c
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0
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0
N
N
0
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46
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0
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0
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Packet Pg. 803
16.A.20.c
(kv,4
ROBAU &. ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE 2
Estimated By:KAM
Checked By:MWD
LANDSCAPING
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST -E
ea
L
O
Lighting-Refer to OPC by Trebilcock Solutions LS l $ 36,000.00 $ 36,000.00 0
cc
O
Landscape and Lighting Subtotal $36,000.00
0
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a.
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0
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0
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0
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Packet Pg. 804