HomeMy WebLinkAboutWPO201400065 Bond 2014-08-04 Request for Pre-construction Meeting and Grading Permit „.'�
from Albemarle County 4.
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Approved Plan Number: WPO- 2 O/ ODO
Approved Plan Name: 1%t' 4.4-- y O F T/i AA/ 61-5- 4 I'/Y/ rmey
(Plans must be approved prior to a pre-construction meeting.)
Bond approved date:
(Bonds must be approved and posted prior to a pre-construction meeting or permit.)
Responsible Land Disturber: p n
Print Name: 7744s, //VC Q/CDO kr/oaD
State Certification Number: ‘. 1/q4,9
Address 1 O 3 0 /N AEA/ ,41/<,
City C L a- L,SV/GLS' State VA Zip 729.0 Z
Daytime Phone( q, ?14yV35 E-mail
Primary Contractor:
Pnyepf Print Name
�-im4-f9 1s 4 CD• UlLDE c, ..�'/VC, sTm I
Address 32S` Ii/1J 2/JVq A/54 1.N. SO/TE Z--
City C Ef'A-R La77L=SVi PLC State Otii- Zip Z-Z-°l 4/.15
Daytime Phone( 29 S=9379 E-mail !df$A.46,4 44 7 Se y,,
Permit Issuance and First Year Maintenance Fees: (Request must include payment)
Total acres proposed to be disturbed is contained on the approved plan and application:
VSMP:
Acres to be disturbed Fee Due at Grading Permit
Less than 1 $63.80
1 and less than 5 (Z.o) A, $594.00 V
5 and less than 10 $748.00
10 and less than 50 $990.00
50 and less than 100 $1,342.00
100 and more $2,112.00
For plans exempt from VSMP,VESCP fees were paid with the application.
7/1/14,Revised: 8/29/14 Page 1 of3
Noe
Person(s) to attend the Pre-construction Meeting:
Names(type or print) Firm Contact Number or email
U1M/Pe sr, ,ulie TrE A15/Zi4 SE LE P. (3otc. De (43q) Zys'-g 3796003
- 11852-
260 .1 o 0. e S • . 434) s . 5`'(o
,D;S e )/„P'- vim- 5-31-89 /
The second part of the application fee is required to be paid with this request.;, This fee amount is;
FOR OFFICE USE ONLY Permit Issued Date
By who?
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RECEIVED
RUTH
DANIELLE UBLIC
NOV 1 7 2014 NOT/kW R 1p of Virginia
COMMUNITY Corn Reg #7596946
DEVELOPMENT My Commission Expires
7/1/14,Revised: 8/29/14 Page 2 of 3
Project Name: Our Lady of the Angels Monastery SWPP & WPO Plan, WP0201400065
WPO file number: WP0201400065
Erosion and Sediment Control Bond Estimate
Item
Item
Cost
0 ct.
-50 -If material / tree
29
Number
$5,000.00
$10,000.00
720.0 ft
30
stone inlet protection (IP)
1
stablization (PS, TS)
$0.00
31
outlet protection (OP)
length
2
silt fence (SF)
32
channel (SCC, matted)
length
0 ft
3
safety fence (SAF)
check dam
depth in channel
0 ft
channel width
4
diversion (DD, FD, RWD, CWD)
35
5
standard manhole frame top (not inlet)
36
rip -rap, placed (OP1- entr.pipe)
6
manhole structure (per ft. rise)
length
37
width
7
temporary slope drain (TSD)
pipe length
0 ft
pipe diameter
15 in
8
earthwork for trap /basin (trap)
mobilization
9
stream crossing (computed independently)
height of dam at toe
7.75 ft
cut at high side
7 ft
10
height of fill at face
6.5 ft
cut at face
0 ft
11
length of dam
145 ft
length of cut
75 ft
12
top width
6 ft
width of cut
82 ft
13
(area above transition)
123.5 sf
(area below transition
0 sf
14
(total width of dam)
15.5 ft
(total width of cut)
96 ft
15
(height below transition)
1.25 ft
(depth below transitio
7 ft
16
(area below transition)
8.125 sf
(area above transitior
287 sf
17
(total fill volume)
706.9 cy
(total fill volume)
797.2 cy
18
length of spillway
12 ft
(TOAL CY estimate)
1033 cy
19
width of spillway
19 ft
(spillway stone tons)
13.1 tons
20
structures for basin
21
riser height
0 ft
22
riser diameter
0 in
(riser unit price)
$0.00
23
barrel length
0 ft
base plate or fdn
0
24
barrel diameter
0 in
(barrel unit price)
$0.00
25
barrel collars
0
26
baffle length
0 ft
27
28
tree protection
Cost
0 ct.
-50 -If material / tree
29
silt fence inlet protection (IP)
$5,000.00
$10,000.00
720.0 ft
30
stone inlet protection (IP)
0.0 ft
$5.00
$0.00
31
outlet protection (OP)
length
0 ft
width
32
channel (SCC, matted)
length
0 ft
width
33
check dam
depth in channel
0 ft
channel width
34
wash rack
35
paved construction entrance
36
rip -rap, placed (OP1- entr.pipe)
depth
1.5 ft
length
37
width
7.5
(tons)
38
survey and layout (price per 0.1 mi.)
acres
2.0
traps and basins
39
mobilization
40
stream crossing (computed independently)
41
42
43
No. Unit
Unit Cost
Cost
(installed)
2.0 acres
$5,000.00
$10,000.00
720.0 ft
$5.00
$3,600.00
0.0 ft
$5.00
$0.00
570 ft
$13.00
$7,410.00
0 ea
$500.00
$0.00
0 ft
$450.00
$0.00
$35.00
$0.00
0 ft
0
1
0 ft 0
0 ft
0 ft 0
1
1
9.0 ft
5.8 tons
1
cost sum
proj mgmt
contingency
Total
$13.00 $13,429.00
$50.00 $655.00
$0.00
$200.00 $0
$0.00
$200.00 $0
$50.00 $0
$5.00 $0.00
$100.00 $0.00
$200.00 $200.00
$60.00 $0.00
$0.00
$0.00 $0.00
$2,000.00 $2,000.00
$3,500.00 $3,500.00
$60.00 $349.31
$1,500.00
$500.00
$0.00
$43,143.31
$6,471.50
$4,961.48
$54,5$0
10/19/2014
Project Name: Our Lady of the Angels Monastery SWPP & WPO Plan, WP0201400065
WPO file number: WP0201400065
Stormwater Management Plan Bond Estimate
Item Item
Number
1 Infiltration pit #1 (20' x 40'x 4' -8 "); #3 Washed stone (Luck Stone - delivered)
2 Infiltration pit #2 (15' x 40' x 4' -8 "); #3 Washed stone (Luck Stone - delivered)
3 Infiltration pit #3 (10' x 90' x 4'); #3 Washed stone (Luck Stone - delivered)
4 Excavation, pit #1
5 Excavation, pit #2
6 Excavation, pit #3
7 Gravel strip 457 stone, Gravel diaphrams (1' x 2'x 120')
8 Gravel strip - labor: Gravel diaphrams (1' x 2'x 120') -Estim =stone aggregate
9 Filter fabric liner -home depot -12.5'x 432'=$378.50 [sides /top -ea. infiltration pit]
10 storm sewer, 6" CPPP (ref 3 -5 -14 contract proposal, Digs, Inc, rev. 7- 25 -14)
Note: #3 washed stone - quote, 10/17/14, sent to ACCD as email Attach (Edward Anderson, Luck Stone, Oct -17, 2014 12:22 PM)
WM4, JEA
No.
Unit
Unit Cost
Cost
contingency
$3,655.82
installed
$40,220
stone: 0.075 ton/cf
3733
cf
$1.46
5,459.22
2800
cf
$1.46
4,094.42
3600
cf
$1.46
5,265.00
138
cy
$4.00
553.01
104
cy
$4.00
414.76
133
cy
$4.00
533.33
18
ton
$20.00
360.00
360
LS
$360.00
360.00
400
LS
$600.00
600.00
14150
LS
$14,150.00
14,150.00
cost sum
$31,789.73
proj mgmt
$4,768.46
contingency
$3,655.82
Total
$40,220
10/19/2014
Date Received: Po 5 F.,paid:2(e.),0 -r12C/61
Received by: 44111riM
-Now P, 4400
Wake: Forward to Masogemeot Asalyst
41ffirdtifif"'
0
REQUEST TO ESTABLISH A BOND
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APPROVED PLAN # \.A)?O Lo )
PROJECT NAME: 0 Q t_ct 8.4 o c A15€ IfY)0Y1qS4v y
(As listed on tilt approved plan)
All parcels in the project, including any off-site work if easements are not provided, and current owners. Use a
separate sheet if more owners are required. Owner and tax map information must be correct, and plans must be
approved prior to bond estimates being prepared.
TAX MAPs/PARCELs: 2 7 t OWNER'S NAME: Al c Ott- ILI! 4 t-ro
SIGNATURE: kl/GT-A. /e,-- ..-6Ce date: /
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
NOTE: If ownership of the property is in the name of any type of legal entity or organization
including, but not limited to the name of corporation, partnership, limited liability company,
trust, association, etc., documents acceptable to the County must be submitted certifying that
the person signing above has the authority to do so.
The requested estimates are;
0 VESCP Erosion & Sediment Control per Water Protection Ordinance section 17-207; SO fee
CIVSMP Erosion and Sediment Control, Stormwater Management and Mitigation per Water
Protection Ordinance section 17-208; $250 fee required
o Subdivision(roads, drainage, etc.)per Subdivision Ordinance section 14-435;
& Water& Sewer per Subdivision Ordinance section 14-435; $250 fee required
A bond estimate will_be,prepared by the plan reviewer. The estimate must be sent to the owner. Please provide
contact information.
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EMAIL: hiwoar .1 6-„, mcileLs rcri Gr c21;4k
OR REGULAR MAIL ADDRESS:
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' /7-1 P4 6Y1-j