HomeMy WebLinkAboutWPO201300072 Bond 2013-11-26 Request for Pre-construction Meeting and Grading Permit fel{i ''
from Albemarle County
Approved Plan Number: WPO- t,)Po a. 1 b - 0(7(X)
Approved Plan Name: Erg ct r ,.,y n 4--d tiM M.�fc ( /v fs iec,e;/ Piel
(Plats must be approved prior to a/pre-construction meeting.)
-- 1303:1ft2=661.4ate: $ 2,3/y
(Bonds must be approved and posted prior to a pre-construction meeting or permit.)
Responsible Land Disturber: �
Print Name: `Iv yi/- 4°�-� 1 pp NUo J
"
State Certification Number: RI.C) 3(.20a0
Address C ° Uk $S VS
City C.1(,„ 51.4 l I i,b
_20(15—
State I 'n Zip t�r,�(15
Daytime Phone 6311) fl1 o06 3 E-mail
Primary Contractor:
Print Name UV,ttt J L J 6,10
I7
Address P I J UX .S S L(0
u (�
City CIA-c4 � I tt Jv� State ��' Zip �Z0
Daytime Phone(4,31) 7$ 33 31 E-mail
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 $594.00
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 of 3
Person(s)to attend the Pre-construction Meeting:
Names(type or print) �^I Firm ,^ Contact Number or email
Joins �neL _son !l(IL.41 ff/1 Ca. y3v z9L S-33L, 3b4'
j rt.,� Otto ,4rrx.mcv-k . illy • qW 5+5\r
i( I L,c.A /I/13.t.�, t (I `49 �1 C31
Grur� SI� �'-1 (tumS.. C. Y5Y i1.�7 3Y7/
/-1Un4-et Inktot United LovvA Colo, 4(3y- g176- 0063
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?
7/1/14,Revised: 8/29/14 Page 2 of 3
Information for Permit applicants;
9-Month Permanent Stabilization Deadline:
Code Sec. 17-808 Duty to stabilize denuded areas with permanent vegetation within nine months after
commencing land disturbing activity
A. When permanent vegetation required.The owner shall install on all denuded areas on the site within nine(9)
months after the date the land disturbing activity commenced,except for areas that the administrator
determines are necessary parts of the construction that are subject to an active building permit and areas where
erosion is prevented by a non-erosive surface, including,but not limited to,the following surfaces: (i)
roadways and sidewalks covered by gravel,asphalt pavement,or concrete;(ii)trails or paths covered by
gravel,stone dust,or mulch; (iii)buildings and other permanent structures;and such other surfaces that the
administrator determines would adequately provide a permanent barrier to erosion.
(see code 17-808 for information about possible extensions)
Notice to Comply and Permit Revoked for Overdue Fees
Late fees will incur interest, and enforcement actions per code section 17-210.
(1) Owners with late payments of fees required by 17-207C6 will be issued a Notice to Comply(NTC). The notice
gives 7 days to make payments.
(2) At the end of the NTC time period,the permit will be revoked,and a Stop Work Order will be issued for
working without a current permit.
Disturbed Area Reductions
Acreage for the purpose of fee computations will be the entire permitted acreage. This is the disturbed acreage on
approved plans. If fees are to be reduced,an application for plan amendment must be made,and areas reduced by
changes in limits of disturbance and appropriate plan changes. Such amendments must be approved prior to the fee
due date. Amendments to remove disturbed areas can only be approved when such areas are completely stabilized and
all erosion control measures(including traps and basins)removed.
Refunds
The County does not have a refund program. Fees will not be refunded based on completion within the year. Fees will
not be pro-rated at payment,other than the first year VSMP fee as indicated in code section 17-209B.
Re-inspection Fees
Re-Inspection Fees will be charged for inspections following a Notice to Comply or a Stop Work Order. Fees are$250
per inspection,or as given in code sections 17-207 and 17-208.
7/1/14,Revised: 8/29/14 Page 3 of 3
Project Name: Briarwood Commercial Lots, Road WPO Plan
WPO file number: WP0201300072
Erosion and Sediment Control Bond Estimate
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
* 275'L x 70'w (BOULDERVIEW N) +
500'L x 35'w (W of Boulderview S) + 400'L x 20'w
(E of Boulderview S) + 600'L x 10'w (U.S. 29 /Median), rest, not
incl
1
stablization (PS, TS) *
1.2 acres
$5,000.00
$5,825.00
2
silt fence (SF) -Not counted under UG detention / gas station ESC plans
1100.0 ft
$5.00
$5,500.00
3
safety fence (SAF)) -Not counted under UG detention / gas station ESC plans
1160.0 ft
$5.00
$5,800.00
4
diversion (DD, FD, RWD) ) -Not counted under UG detention / gas station ESC plans
625 ft
$13.00
$8,125.00
5
earthwork for trap (ST -2), south of Briarwood
6
height of dam at toe
1 ft
cut at high side
12.5 ft
7
height of fill at face
0 ft
cut at face
3.5 ft
8
length of dam
30 ft
length of cut
105 ft
9
top width
6 ft
width of cut
30 ft
10
(area above transition)
0 sf
(area below transition)
129.5 sf
11
(total width of dam)
2 ft
(total width of cut)
62 ft
12
(height below transition)
1 ft
(depth below transition)
9 ft
13
(area below transition)
0 sf
(area above transition)
198 sf
14
(total fill volume)
0.0 cy
(total cut volume)
1273.6 cy
15
length of spillway
130 ft
(TOAL CY estimate)
1274 cy
$13.00
$16,562.00
16
width of spillway
12 ft
(spillway stone tons)
89.7 tons
$50.00
$4,485.00
17
earthwork for trap (ST -3), north of Briarwood
18
height of dam at toe
1 ft
cut at high side
10 ft
19
height of fill at face
1 ft
cut at face
2 ft
20
length of dam
110 ft
length of cut
80 ft
21
top width
6 ft
width of cut
15 ft
22
(area above transition)
8 sf
(area below transition)
38 sf
23
(total width of dam)
2 ft
(total width of cut)
39 ft
24
(height below transition)
0 ft
(depth below transition)
8 ft
25
(area below transition)
0 sf
(area above transition)
92 sf
26
(total fill volume)
32.6 cy
(total cut volume)
385.2 cy
27
length of spillway
130 ft
(TOAL CY estimate)
396 cy
$13.00
$5,148.00
28
width of spillway
12 ft
(spillway stone tons)
89.7 tons
$50.00
$4,485.00
29
earthwork for sediment basin (SB #2)
30
height of dam at toe
0 ft
cut at high side
9 ft
31
height of fill at face
-2 ft
cut at face
8 ft
32
length of dam
200 ft
length of cut
180 ft
33
top width
10 ft
width of cut
56 ft
34
(area above transition)
-12 sf
(area below transition)
576 sf
35
(total width of dam)
0 ft
(total width of cut)
90 ft
36
(height below transition)
2 ft
(depth below transition)
1 ft
37
(area below transition)
-4 sf
(area above transition)
44 sf
38
(total fill volume)
-118.5 cy
(total cut volume)
4133.3 cy
39
length of spillway
0 ft
(TOAL CY estimate)
4094 cy
$13.00
$53,222.00
40
width of spillway
0 ft
(spillway stone tons)
0 tons
$50.00
$0.00
8/19/2014
Project Name: Briarwood Commercial Lots, Road WPO Plan
WPO file number: WP0201300072
Erosion and Sediment Control Bond Estimate
Item
Item
$1,875.00
5
$100.00
$500.00
Number
$200.00
$4,200.00
2 ft (D, OP)
$1,296.00
$1,296.00
41
structures for basin (SB #2)
$195.00
1 ft (D, OP)
$1,125.00
$1,125.00
42
riser height
5.5 ft
$1,170.00
$1,170.00
43
riser diameter
30 in
(riser unit price)
$65.00
44
$3,500.00
barrel length
60 ft
base plate or fdn
0
45
barrel diameter
24 in
(barrel unit price)
$50.00
46
$21,102.38
contingency
barrel collars
2
47
$177,970
baffle length *
71 fl
48
49
tree protection
7.5 ct.
-50 -If material / tree
50
silt fence inlet protection (IP)
51
stone inlet protection (IP)
52
outlet protection (OP) - SB2
length, total
12 ft
width (mean)
12 fl
53
channel (SCC, matted) -SB2
length
15 ft
width
10 fl
54
outlet protection (OP) - ST2
length, total
25 ft
width (mean)
10 fl
55
channel (SCC, matted) -ST2
length
10 ft
width
9.5 fl
56
outlet protection (OP) - ST3
length, total
65 ft
width (mean)
4 fl
57
channel (SCC, matted) -ST3
length
10 ft
width
9.5 fl
58
wash rack
59
paved construction entrance
#REF!
survey and layout (price per 0.1 mi.) **
acres
2.23
traps and basins
3
#REF!
mobilization ($0, included with gas station mobilization)
** CL roadway improvement L x RW - Boulderview:
1173' x 47; Elm Tree
: 280' x 47; Briarwood: 400' x variable (use 50'); U.S.
29: 730' x 12'
JEA- 8/19/14
No. Unit Unit Cost Cost
installed
$357.50
$200.00 $0
$3,000.00
$200.00 $400
$50.00 $3,550
375 ft
$5.00
$1,875.00
5
$100.00
$500.00
21
$200.00
$4,200.00
2 ft (D, OP)
$1,296.00
$1,296.00
$195.00
1 ft (D, OP)
$1,125.00
$1,125.00
$123.50
1 ft (D, OP)
$1,170.00
$1,170.00
$123.50
2
$2,000.00
$4,000.00
2
$3,500.00
$7,000.00
$2,615.00
$0.00
cost sum
$140,682.50
proj mgmt
$21,102.38
contingency
$16,178.49
Total
$177,970
8/19/2014
Project Name: Briarwood Commercial Lots, Road WPO Plan
WPO file number: WP0201300072
Stormwater Manaaement Plan Bond Estimate
Item
Item
No. Unit
Unit Cost
Cost
Number
installed
1
earthwork - convert SB2 / Ref. ESC bond -estim 15% initial sediment basin expense to shape (excavate /fill) forebay and final floor contours
NA yd
15% initial
$7,983.30
2
earthwork for extended detention basin REF ESC bond
3
structures for basin REF ESC bond
4
trees
11 ea
$150.00
$1,650.00
5
shrubs
124 ea
$50.00
$6,200.00
6
seedlings
0 ea
$5.00
$0.00
7
underdrain (LF)
0 ft
$5.00
$0.00
8
biofilter soil mix (CY)
0 cy
$38.00
$0.00
9
trash rack/ anti vortex devices
1 ft
$1,500.00
$1,500.00
10
maintenance access road (LF)
50 ft
$50.00
$2,500.00
11
outlet protection (OP) - outfall to basin from road 15 ft, L 8 ft, W 1 ft, D 120.0 cf
9 ton
$60.00
$540.00
12
channel (SCC, matted) length 18 ft width 10 ft
$234.00
13
survey and layout (price per 0.1 mi.) -Area, approx 200' x 100' acres 0.46 basins 1
$730.00
14
mobilization ($0, included with gas station mobilization)
$0.00
15
as -built drawings (per facility)
1 ea
$2,000.00
$2,000.00
16
materials testing (per facility)
1 ea
$2,000.00
$2,000.00
17
compaction testing (per dam)
1 ea
$5,000.00
$5,000.00
18
manufactured facilities (attach manufacturer's or contractor's price as a base)
19
FILTERRA bioretenton system —Sir. 28, 30, 36, 38 - $39,800 (8/4/14 FGM, P.E., email, Collins Engineering)
$39,800
20
FILTERRA bioretenton system installation (30% of the material cost -use 85 %)
$11,940.00
basin earthwork incl 395 yd sediment cleanout /excavation, Elev. 426.875' to 425' (ref SB profile, SWM basin plan):
cost sum
$82,077.30
0.875' x 56' x 138' (S132) + 1' x 44' x 89' (SWM basin) = 395.5 CY @ $4 /yd
proj mgmt
$12,311.60
contingency
$9,438.89
8/19/14,
JEA
Total
$103,830
8/19/2014
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