HomeMy WebLinkAboutSUB201500111 Bond Reduction 2019-01-16COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
Bond Reduction Request
Jan 16, 2019
Gregg O'Donnell
Land Acquisition Associate
Stanley Martin Homes
404 People Place, Suite 303
Charlottesville, VA 22911
Re: Bond reduction request for SUB201500111, Chesterfield Landing, Road Plan bond (Phase 1)
Dear Mr. O'Donnell:
We received your road plan bond inspection request for Chesterfield Landing, Phase 1, on 12/17/18. Request
included non-destructive results of concrete testing, multiple inspection reports, and asphalt core sample depth
reports for Watervale Drive, and Oxbow Drive. Please note: Shimp Engineering Chesterfield Landing — As -
built Road Plan comment response letter d. 12/13/18 and As -built drawing (rev. 12/13/18) indicate VDOT
CD -1 cross -drains (shown on profiles: two (2) on Watervale; three (3) on Oxbow], underdrains beneath CG -6
(gutters/both roads), and a 15" DIA STM pipe (C5A - C513), were not installed. Albemarle County
expectation is cross -drains and STM pipe, C5A - C5B, are to be installed prior to acceptance of Watervale or
Oxbow Drive into the state secondary system of highways. VDOT may stipulate additional requirements
relating to these or other items as condition of roadway acceptance. Please advise Albemarle and VDOT
concerning timeline/s for remedy of cross -drains, and STM pipe.
This bond is currently valued at $455,080. Based on inspections (1/16/19) and review of submitted
documents, this bond can be reduced to be $152,400.(Note. 20% of original value of bond =$152,316)
Please see attached spreadsheet which lists bonded items, and % completion. VDOT acceptance is required
for bond release. Albemarle does not reduce bonds to less than 20% of original value of bond, prior to road
acceptance. A follow-up bond inspection checklist for inspection performed later today may list additional
requirements for release.
let me know if you have any questions.
(�l i Anderson, PE
ivil Engineer II / (434) 296-5832 Ext. 3069
'County of Albemarle
Department of Community Development
401 McIntire Rd
Charlottesville, VA 22902
Road Bond Inspection
Bond Title: Road Plans for Chesterfield Landiniz
File Number: SUB201500111
Date of inspection: 8/28/18 (county); 9/20/18 (VDOT /county combined)
Original Bond Amount: $761,580
Reviewer: John Anderson Current Bond Amount: $761,580
Phone: (434) 296-5832 Updated Bond Amount: $455,080
Bond Inspection Checklist date: Sep 27, 2018
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902
Your bond inspection request has been processed. This list contains an update on the items received and
approved.
Received
Approved
Y N
Y
N
N/A VDOT
■ ❑
Completed inspection request and fee
■
❑
❑
❑
❑ ■
As -built plan, updated, sealed to current date, per As -built policy
❑
■
❑
❑
❑ ■
Copies of recorded plats for right-of-way, easements
❑
■
❑
❑
(Copy of unrecorded easement plat/s; please provide DB -PG ref. or copies of recorded easements.)
❑ ❑
VDOT approval AM -4.3, or partial completion via punchlist
❑
❑
❑
❑
❑ ■
Letter from P.E. certifying improvements are built to plan
❑
❑
❑
❑
❑ ❑
Current certification form completed by owner/developer
❑
❑
■
❑
(NA, till release)
■ ❑
CBR test reports for each road
■
❑
❑
❑
■ ❑
Stone depth and material inspection reports (or core tests)
❑
■
❑
❑
(Stone depth for Watervale Dr., only; soil (CBR) for Watervale [samples 3, 4] and Oxbow [samples 1, 2])
❑ ■
Pavement depth and material inspection reports (or core tests)
■
❑
❑
❑
(7/28/2016 base asphalt placement observation, Watervale Drive, only)
■ ❑
Compaction test reports for fill areas under road
❑
■
❑
❑
(ASTM D-698 [95% Max. dry density) for Oxbow Drive, only; Watervale stone: non-compliant)
❑ ❑
Pipe trench inspection reports
❑
❑
■
❑
■ ❑
Pipe interior inspections reports and video
❑
■
❑
❑
❑ ❑
Concrete test reports for structural concrete, curbing, aprons, etc.
❑
❑
❑
❑
❑ ❑
Structural inspection reports for any bridges or box culverts
❑
❑
■
❑
■ ❑
County road name signs and posts, or a sign agreement for alt. posts ❑
■
❑
(See Notes /county photos re. sign height, mounting, and base [VDOT Std. STP -1])
Please refer to on-line content at http://www.albemarle.org/deptfonns.asp?department=cdengMTo for checklists
and procedures.
Engineering /Road Plan Bond Inspection Checklist
Page 2 of 6
Notes:
As -built Plan:
1. Revise drawing to match constructed condition. Do not show cul-de-sac (S. end Oxbow); sidewalk
(multiple locations); CG12 ramps (3 locations); 15" HDPE storm pipe (Lot 8 /6" DIA installed); cross drain
(under streets); or landscape trees where none, other, or fewer exist. As -built drawings correspond nearly
exactly with constructed conditions, by definition, with misalignments both minor and rare. In this
instance, there are major discrepancies.
2. Provide as -built and design stone depth and pavement depths (sub -base, stone, base /surface mix asphalt) on
the As -built drawings.
3. Revise C5A-0513 profile (sheet C6) to show as -built diameter, length, and slope. Revise C4 (plan view) to
show correct location of 6" storm line between C5A-05B. (Note: 6" STM line is unacceptable.)
4. Revise STM Al -A4 profile (sheet C6) to show as -built diameter —re£ video image, below: 15" DIA. Also,
pipe video /other (below).
5. Show the DB & PG for all easements, and ROW on As -built drawings.
Related /BOND REDUCTION ACTION ITEMS:
6. C6: Storm Sewer profile STM C5-0513 lists 15" HDPE pipe. A 6" line was installed. Remove 6" line.
Install 15" STM pipe per approved Road Plan.
7. Install CG12 ramp south of driveway, Lot 12. Home site builder appears to have shifted driveway location.
Accept VDOT guidance. Relocate landscape tree prior to constructing ramp. See photo.
8. Revise CG12 ramp at Crozet Ave. - Watervale Drive entrance. Remove concrete and Ex. truncated domes,
as needed, to reconstruct per design /VDOT standards. Reorient truncated domes to align perpendicular
with (future) receiving ramp to be constructed on south side of Watervale Drive. The ramp and domes are
oriented on an angle, which may misdirect pedestrians into Crozet Ave.
9. Construct receiving ramp on south side of Watervale Drive at Crozet Ave.
10. Construct two (2) CG -12 ramps (shown on As -built, yet unbuilt) on Oxbow Drive.
11. Provide stop bar at stop sign approaching SR 240. Provide any other required pavement markings.
12. It appears the Cross Drains indicated in the plans/asbuilts are not outletted to drainage structures or EW 12
per VDOT design standard. If they were not installed, the asbuilt should indicate "Not Installed" (f this
isn't a huge concern per VDOT comment). VDOT will be monitoring the pavement in these areas during
the two-year warranty period.
Field Visits (8/28; 9/20/2018) /BOND REDUCTION ACTION ITEMS:
1. Replace damaged concrete marked with field paint. Replace intersecting cracks in front of Watervale
Drive DI (may be unmarked). Replace concrete damaged by future construction, for final acceptance.
Note VDOT 45 -day punchlist relative to concrete repair. Ref. photos provided with checklist.
2. Mill /pave surface mix asphalt near SM Charlottesville model unit, Watervale Drive (half roadway width
X 95'(f)). Replace asphalt damaged by future construction, or roll on -roll off dumpsters. Note VDOT
45 -day punchlist relative to required mill -pave section. Ref. photos sent with county checklist.
3. Signs
a. Review height to bottom edge of signs (7', minimum).
b. Replace stop signoast at Crozet Ave and Oxbow Drive, to obtain Min. ht. to bottom edge of sign, and
to provide 16" length above stop sign, for VDOT to mount state route number blades. Note VDOT
45 -day punchlist. Ref. photos.
Engineering /Road Plan Bond Inspection Checklist
Page 3 of 6
c. Ensure all sign posts are vertical.
d. Provide sign mounting bolts that pass through sign post; secure per VDOT spec. STP -1 (washer /nut).
e. Provide sign post base that meets VDOT material and break -away requirements.
f. Ensure nearest edge of all signs is at least 2' behind face of curb.
4. Remove 20 MPH speed limit signs, per VDOT request (45 -day punchlist). Install one (1) 25 MPH sign
upon entering the development.
5. Complete landscape tree plantings.
6. Clear entrance storm pipe outfall ditch line north of Watervale Drive and Crozet Ave. intersection. Ditch
line is overgrown and requires maintenance prior to acceptance. (Photo /punchlist)
7. Storm Drains (DIs), ref. photos /VDOT punchlist:
a. Clear inlets throats /MH bottoms of debris.
b. Remove inlet gutter buddy near SM Charlottesville model unit.
c. With future development, ensure MH lids are at grade, per design, not elevated (re£ photo).
d. Seal gap at DI throat, within DI. Gap does not match VDOT DI Std. section views. A tight,
mortared, or caulked gap is acceptable.
e. Seal /parge MH thru-wall penetrations (openings) if not connected to a pipe. Remove foam seals
used in several DIs to seal openings; instead, use VDOT-approved grout, mortar, or approved
method.
£ Inspect all DIs /MHs and compare with plans, and VDOT specifications /standards.
g. Provide brick /mortar around annual space (DI on Watervale).
h. Provide crack control joints at inlet throats, per VDOT Std.
i. Repair intersecting cracks (gutter pan at throat one DI).
8. Lower elevated water valve lid in Watervale Drive, so flush with pavement (VDOT punchlist /photo).
Other /BOND REDUCTION ACTION ITEMS:
9. Two (2) CG12 ramps on Oxbow are not constructed. Construct all CG12 ramps for final acceptance.
10. Coordinate with VDOT on 45 -day punchlist (Watervale and Oxbow Drives).
11. Provide (copy of) Chesterfield Landing sign post agreement.
12. Provide (copy of) HOA landscape /sidewalk easement. Prior to VDOT acceptance, a VDOT landscape
maintenance permit and the sidewalk agreement will need to be submitted. Coordinate with VDOT.
13. Provide copies of recorded plats.
14. Provide PE -seal letter that attests construction meets design; it may be premature to submit such a letter
given range of checklist items, but PE -certification is required for bond reduction. SM Charlottesville
letter, d. 8/9/18, states `we'll discuss this deliverable for a release,' misstates this requirement: a licensed
engineer must certify improvements to date meet design (and standards), else Albemarle cannot reduce a
subdivision bond. Albemarle does not typically inspect drainage or pavement construction items, which
underscores the need for PE -certification (required for bond reduction, confirmed by County Engineer).
Pipe video /BOND REDUCTION ACTION ITEMS:
a. Ref. F&R email, 9/18/2018 3:30 PM (Emily Dean), re. Pipe Summary Report, Item #12: "We did
not witness any repairs near/between Structures A2 or Al." Pipe Summary Report Sheet (table)
identifies 1.25" gap. Repair this gap. Note any VDOT 45 -day punchlist item/s relative to
summary sheet item #12.
b. Provide internal pipe inspection video of repairs documented by F&R reports.
c. Provide internal pipe inspection video of 1.25" joint separation repair (item #12).
d. Discrepancy: A2 -A1 video label lists 15" diameter (which is design). As -built lists 18".
e. 1.25" separation: Coordinate with Tri-State to identify precise location, and repair gap. Reviewing
video, gap is likely 3.6' or 23.5' from MH A2. If 23.5', it appears that no concrete demolition is
required to access this 15" pipe located near the subdivision entrance at Crozet Avenue.
Engineering /Road Plan Bond Inspection Checklist
Page 4 of 6
Reports / BOND REDUCTION ACTION ITEMS
15. ECS Field Report Monday, 7/25/2016 (transmittal cover d. 7/26/2016) notes Non-compliance, as follows:
i ravel i ims, i.Z:1
*** Non Compliance Noted *** Total 4.00
Remarks StonelCBR
Re Ohs.Time 0.00
Trip Charges* Tolls/Parking"
Chargeable Items 1 - Nuclear Gauge Rental
Mileage 43 Time of Arrival Departure
12:OOP 02:OOP
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
The undersigned arrived on site, as requested, to observe:
1. The compaction and depth check of stone for the main road from the entrance to STA 15+00.
Please see the attached sketch.
Utilizing the nuclear test method to check the compaction of stone; test results indicated that
the compacted material, at the areas and elevations tested DID NOT meet the project
requirements of 95%v of the maximum dry density as obtained in our laboratory using the
Standard Proctor Method (ASTM D-698).
The stone observed on this date appeared to be placed in accordance with project drawings and
specifications with regard to lift thickness and moisture content.
2. The undersigned also checked the stone depth at each test location and each location met the
minimum requirements of 8 inches with the exception of one measurement of 7" at station
13+00.
16. ECS Field Report Tuesday, 7/26/2016 (transmittal cover d. 7/27/2016) notes Non-compliance, as follows:
*** Non Compliance Noted *** Total 2.67
Remarks Stone
Re Obs.Time 0.00
Trip Charges* ToIIslParking* Mileage* 20 Time of Arrival Departure
Chargeable Items 08:45A 10:30A
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Performed (field test data, locations, elevatiors & depths are estimates) & Individuals Contacted,
The undersigned arrived on site, as requested, to observe:
1: The placement and compaction of stone for the main road from the entrance to station
15+00. Please see the attached sketch.
Utilizing the nuclear test method to check the compaction of stone; test results indicated that
the compacted material, at the areas and elevations tested, DID NOT meet the project
requirements of 95% of the maximum dry density as obtained in our laboratory using the
Standard Proctor Method (ASTM D-698).
Locations and elevations of all tests are based on stakeout provided by others. We cannot be
responsible for structures located off of the observed engineered pad, misaligned utilities or
stakeout errors causing uncontrolled fill to be placed in structural areas.
The stone observed on this date appeared to be placed in accordance with project drawings and
specifications with regard to lift thickness and moisture content.
Engineering /Road Plan Bond Inspection Checklist
Page 5 of 6
17. ECS Field Report Wed, 7/27/2016 (transmittal cover d. 7/29/2016) notes Non-compliance, as follows:
Remarks Stone Compaction Rv wuJ. 1 IIIIC V.UU
Trip Charges* Tolls/Parking* Mileage* 86 Time of Arrival Departure
Chargeable Items 10:30A 11:45A
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Performed (field lest data, locations, elevations & depths are estimates) & Individuals Contacted.
The undersigned arrived on site, as requested, to observe:
1. The compaction of stone on Watervale Drive from the entrance to station 15+00. Please see
the attached sketch.
Utilizing the nuclear test method to check the compaction of stone; test results indicated that
the compacted material, at the areas and elevations tested, DID NOT meet the project
requirements of 90% of the maximum dry density as obtained in our laboratory using the
Standard Proctor Method (ASTM D-698).
The stone observed on this date appeared to be placed in accordance with project drawings and
specifications with regard to moisture content.
2. Obtain a stone sample for Moisture -Density Relationship testing (proctor) in our laboratory.
Sample was obtained at station 15+00.
18. ECS Field Report Thurs, 7/28/2016 (transmittal cover d. 7/29/2016) notes asphalt placement:
Project Chesterrield Landing CMT Day & Date Thursday 07/28/2016
Location Crozet, VA Weather 90°/ Sunny
Client Stanley Martin Homes - Jeremy Swink
Contractor Stanley Martin Homes - Jeremy Swink
Remarks Asphalt
Trip Charges* ToIIslParking*
Chargeable Items
On -Site Time 1.25
Lab Time 0.50
Travel Time* 0.75
Total 2.50
Re Obs.Time 0.00
Mileage* 30 Time of Arrival Departure
09:45A 11:00A
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
As requested, the undersigned arrived on site at Chesterfield Landing in Crozet, Virginia, to
observe:
The placement and compaction of 3 inches of BM -25 asphalt for Roadway Entrance. Please
see the attached sketch.
Utilizing the Nuclear Method (ASTM D 2950) to check the compaction of the asphalt; test
results indicated that the compacted material, at the areas and elevations tested did meet or
exceed the project requirements of 98% to 102% of the maximum wet density as obtained by
using the Control Strip Method.
The asphalt observed on this date appeared to be placed in compliance with project
specifications with regard to lift thickness, lay down temperature, and number of roller passes
as determined by using the Roller Pattern Method,
19. Given ECS non-compliant stone compaction results for Watervale Drive between entrance to site at
Crozet Ave. and Sta. 15+50 (f), 7/25 — 7/27/2016, with base asphalt (3" BM -25) placed on 7/28/2016
without report that non-compliant stone base was addressed, Engineering is unable to reduce bond for
stone base or pavement items for Watervale Drive. Remedy appears necessary prior to bond reduction.
Albemarle requests constructive (or test) proposal to ensure Watervale Drive stone base compaction
meets design specification prior to bond reduction of stone or pavement items on Watervale Drive.
Engineering /Road Plan Bond Inspection Checklist
Page 6 of 6
20. Pavement design information provided to VDOT /County Engineering via email (9/24/2018 1:03 PM):
Calculation using CBRT =3.6; CBRD =2.4 (ADT =580) confirms pavement depth design is adequate.
Oxbow Drive: DP =13.725; DR =13.618. Albemarle requests inspection report/s to confirm that As -built
intermediate (IM -19.0) and asphalt surface mix (SM -9.5A) depths meet design (3'; 1.5", respectively). If
asphalt depth inspection reports overlooked, please contact reviewer. If reports are unavailable, arrange
to core Oxbow Drive in several locations, and submit core results to county prior to bond reduction of
asphalt pavement items.
21. Pavement design information provided to VDOT /County Engineering via email (9/24/2018 1:03 PM):
Calculation using CBRT =45.7; CBRD =33.3 (ADT =750) confirms pavement depth design is adequate.
Watervale Drive: DP =13.725; DR =10.62. Albemarle requests inspection report/s to confirm that As -
built asphalt surface mix (SM -9.5A) depth meets design (1.5"). If asphalt depth inspection report/s
overlooked, please contact us. If report/s unavailable, arrange to core Watervale Drive in several
locations, and submit core results to county.
22. Albemarle requests stone depth report for Oxbow Drive prior to bond reduction of aggregate base
(VDOT 21A stone). If observational report/s overlooked, contact Engineering. If report is unavailable,
please arrange to core Oxbow Drive to depth sufficient to report stone depth, and submit report to county.
23. Provide concrete test reports for sidewalk, curb and gutter. If concrete field inspection reports, cylinders,
or cylinder break reports are unavailable, Albemarle requests a non-destructive test proposal to provide
results for comparison with concrete design standards, prior to bond reduction of concrete items.
Thank you for your patience.
Please contact Engineering if any questions.
J. Anderson — 434.296-5832 —x3069; janderson2(&albemarle.org
Internal;x Qnl (� / X//y-td'gate Received:'/ FISO Fee Paid:'ww ,s.'�OY •� � y lJ
Received by ° , f A �( r'"ail-. /
Intake: Forward to Management Analyst
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BOND INSPECTION REQUEST c_5
APPROVED PLAN #SUB 201 5-001 1 1
PROJECT NAME: Road Plans for Chesterfield Landing [06763251
(As listed on the approved plan)
This is to request that an inspection be performed by the County. Where fees are assessed,a fee is required for
each inspection. Please check the inspections requested.
❑ VSMPNESCP Erosion Control, Stormwater Management and/or Mitigation per
Water Protection Ordinance section 17-207 & 208 $250
❑ Subdivision(roads,drainage,etc.) per Subdivision Ordinance section 14-435 and 14-438: $269
❑ Water& Sewer per Subdivision Ordinance section 14-435 $269
O Site Development Performance bond (Incomplete Site Work & Landscape Maintenance) $301
TOTAL FEES $269
Inspections for the purposes of bond reduction or release will require a separate fee for each bond.
Submit requests to: Department of Community Development, 401 McIntire Road,North Wing,Charlottesville,
VA 22902, Attention: Management Analyst - Phone 434-296-5832; Fax 434-972-4126. All roads and
stormwater facilities will require construction record drawings, inspection reports,and completion processes
through VDOT or DEQ. Bonds will not be reduced or released without record drawings and inspection
documentation per the state requirements and county's published procedures. A minimum 20%of the original
posting is held until acceptance of all bonded improvements. For Site Development Performance bonds, if
landscape installation is part of the bonded incomplete site work, a request for reduction should only be made
once all site work is complete.
The revised estimate should be sent to;
EMAIL: swinkjw@stanleymartin.com
OR REGULAR MAIL ADDRESS: 404 People Place, Suite 303
Charlottesville, VA 22911
ignature of Owner/Developer
' Jeremy Swink August 16, 2018 ___
Print Name Date
Revised 7/15/2014,7/20/2015, 11/3/2015
Subdivision Name: Road Plans for Chesterfield Landing
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201500111
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m # Item
No. Unit
Unit Cost
Cost
installed
% compete cost remaining
)ad Name -Watervale Drive - 95 x 12' mill /repave, near SMCville model unit, required
per VDOT-County Agreement, marked by VDOT,
9/20/18 inspection
STA. 10+00 to 18+97 (Int. 240 -Int. Oxbow Dr.)
road length 837.7 it
aggregate base, VDOT 21-A 6.0 in d
837.7 ft L 30.0 ft W
879.6 ton
$35.00
$30,784.37
0%
$30,784.37
asphalt base (IM -19.0 interim course) 3.0 in d
837.7 ft L 25.0 ft W
384.8 tons
$100.00
$38,480.47
0%
$38,480.47
1.5" asphalt surface course, SM -9.5A, sheet C9 1.5 in d
837.7 ft L 25.0 ft W
192.4 tons
$120.00
$23,088.28
0%
$23,088.28
)ad Name -Oxbow Drive
STA. 11+32.18 to 17+25± (does not incl. 35', 48'R cul-de-sacs)
road length 592.0 it
aggregate base, VDOT 21-A 6.0 in d
592.0 ft L 30.0 ft W
621.6 ton
$35.00
$21,756.00
0%
$21,756.00
asphalt base (IM -19.0 interim course) 3.0 in d
592.0 ft L 25.0 ft W
272.0 tons
$100.00
$27,195.00
0%
$27,195.00
1.5" asphalt surface course, SM -9.5A, sheet C9 1.5 in d
592.0 ft L 25.0 ft W
136.0 tons
$120.00
$16,317.00
0%
$16,317.00
chow Drive, 35'R, 48'R cul-de-sac
STA. 11+32.18 to 17+25± (do not incl. 35', 48'R cul-de-sacs)
L x W, below =Equiv. Area: 36, 48'R cul-de-sacs
aggregate base, VDOT 21-A 6.0 in d
110.9 ft L 100.0 ft W
388.0 ton
$35.00
$13,580.35
0%
$13,580.35
asphalt base (IM -19.0 interim course) 3.0 in d
110.9 ft L 100.0 ft W
203.7 tons
$100.00
$20,370.53
0%
$20,370.53
1.5" asphalt surface course, SM -9.5A, sheet C9 1.5 in d
110.9 ft L 100.0 ft W
101.9 tons
$120.00
$12,222.32
0%
$12,222.32
curb CG -6
2760.0 ft
$15.00
$41,400.00
0%
$41,400.00
Earth/stone dust/mulch stone dust, unit price ($) guesstimate 2.0 in d
390.0 ft L 10.0 ft W
47.8 tons
$35.00
$1,672.13
100%
$0.00
Primitive Tail
sidewalk, concrete (5) - Approx. 180 LF Watervale, 200 LF Oxbow [phase I] remain, to be built; 8/28/18 inspection
2760.0 ft
$17.00
$46,920.00
0%
$46,920.00
ramp CG -12 -ramps at Crozet Ave-Watervale (2; 1 to be rebuilt); Oxbow-Watervale,
remain to be built (8/28/18)
8 each
$350.00
$2,800.00
0%
$2,800.00
street name sign
2 each
$200.00
$400.00
0%
$400.00
traffic control sign (2 stop, 4 speed limit, 6 No puking)
12 each
$200.00
$2,400.00
0%
$2,400.00
traffic barrier -temp. ROAD/bridge closure (Estimate)
0 each
$500.00
$0.00
0%
$0.00
Street Landscape -31 live trees, combined streets, 8/28/18 inspection
74 Each
74 each
$150.00
$11,100.00
42%
$6,449.99
guardrail
0 ES @ 250
0.0 ft
$17.00
$0.00
0%
$0.00
drop inlet or grate
20 each
$3,500.00
$70,000.00
60%
$28,000.00
standard manhole frame top (not inlet)
4 each
$500.00
$2,000.00
100%
$0.00
manhole structure (per ft. rise) -3'/inlet-MH
110 ft
$450.00
$49,500.00
80%
$9,900.00
matting, EC -2 or 3
0.0 ft L 0.0 ft W
0.0 sy
$2.00
$0.00
0%
$0.00
malting, EC -2 or 3
0.0 ft L 0.0 ft W
0.0 sy
$2.00
$0.00
0%
$0.00
pipe, rep, crop (15 to 48") 15.0 in d
2 ES -1,2 0 EC -1
1102.0 ft
$35.00
$39,570.00
50%
$19,785.00
pipe, rep, cmp (15 to 48") 18.0 in d
0 ES -1,2 0 EC -1
711.0 ft
$40.00
$28,440.00
50%
$14,220.00
pipe, rep, crop (15 to 48") 24.0 in d
2 ES -1,2 0 EC -1
99.0 ft
$50.00
$5,950.00
50%
$2,975.00
clear and grub (75'±.1430')
0.0 ft L 0.0 ft W
2.5 acre
$24,000.00
$59,040.00
100%
$0.00
cut grading
14533.0 cy
$4.00
$58,132.00
100%
$0.00
cut calc: C10 (54'W x 15'D x 150') + (0.5 x 54'W x 16' D x 300') + (24'[2:1 sideslope] x 12' D x [150'+ 200) ,,,
Cl l (0.5 x 54'W
x 6'D x 250') = 27 ft3/yd
fill grading
3840.3 cy
$9.00
$34,562.70
100%
$0.00
fill calc (0.5 x 54'W x 15'D x 175') + 32,812 W (sideslopes; Vol. pyramid: lwh/3, where 1=w=33.54', h = 0.5x
175) - 27 ft3/yd
as -built drawings (1 k + price per 0.1 mi.)
1429.7 ft L 0.27077 mi.
3 Isum
$2,000.00
$7,000.00
0%
$7,000.00
survey and layout (price per 0.1 mi.)
1429.7 ft L 0.27077 m1.
3 Isum
$2,000.00
$7,000.00
0%
$7,000.00
mobilization
1 Isum
$500.00
$500.00
0%
$500.00
materials testing
1429.7 ft L 2.85934 inc of 500'
4 each
$200.00
$780.00
0%
$780.00
compaction testing
1429.7 ft L 2.85934 inc of 500'
4 each
$200.00
$780.00
0%
$780.00
CBR tests (1 every 0.1 m1. per road)
1429.7 ft L 2.85934 inc of 500'
4 each
$200.00
$780.00
0%
$780.00
stone depth inspections
1429.7 ft L 2.85934 inc of 500'
4 each
$200.00
$780.00
0%
$780.00
pavement inspections
1429.7 ft L 2.85934 inc of 500'
4 each
$200.00
$780.00
0%
$780.00
pipe and drainage video inspections
1912 ft
$2.00
$3,824.00
0%
$3,824.00
VDOT surety (1 lane)
1429.7 ft L 0.27077 mi.
2 Lanes
$2,000.00
$10,830.83
0%
$10,830.83
VDOT maintenance fee (1 In rd, 1 yr)
1429.7 ft L 0.27077 mi.
2 Lanes
$150.00
$812.31
0%
$812.31
VDOT admin. Cost recovery fee(1 lane)
1429.7 ft L 0.27077 mi.
2 Lanes
$100.00
$791.54
0%
$791.54
cost sum
$692,339.82
$413,702.98
prej-Blc,)mt
$0.00
$0.00
contingency
$69,233.98
20% of original
$41,370.30
7EA-043016; redox 092718value
of bond=
SUB201500111 Chesterfield Landing_RP_043016_092718 mdux.xlsx
Total
$761,580
$152,316
$455,080
I:\DEPT\Community Development\Engineering Division\anderson\040918_bonds\reduction\SUB201500111 Chesterfield Landing -RP -043016-092718 redux.xlsx 9/27/2018
STANLEY CO MARTIN
Your Life is our Blueprint
August 9, 2018
Frank Pohl, Engineer
County of Albemarle Virginia
Re: Road Plans for Chesterfield Landing
Bond #: 0676325
This letter will serve as an outline and record of the deliverables submitted to the County
to initiate a release of the above listed bond for this project.
1. Tests and Inspections.
a. (2) CDs labeled "Chesterfield Landing Storm Sewer CCTV Inspection
4-11-17
b. (2) CDs labeled "Chesterfield Landing Field Reports"
c. (2) printed copies of Pipe Reports with cover summary sheet
d. (2) printed copies of Froehling and Robertson repair inspection reports
e. (2) printed copies "ADS engineering letter" dated April 23, 2018
2. As -built plans and plats.
a. (2) Full-size printed copies labeled "As -Built Plan For: Chesterfield
Landing"
b. (2) copies "Plat Showing New ACSA Easements Located at
Chesterfield Subdivision"
c. (2) copies ACSA Deed of Easement and Dedication
d. (2) copies "Subdivision of Tax Map 56 Parcels 35, 36 & 36A
Chesterfield Landing"
3. Bond inspection. A Bond Inspection Request was submitted for the bond listed
above.
4. Certification letter from engineer. Not included in this submission. When the
County authorizes this bond for a reduction, we'll discuss this deliverable for a
release.
5. Certificate of Completion. A signed, notarized copy of this form is included.
Every effort has been made to make this submission complete and accurate. Please notify
me immediately if errors or omissions are found. Thank you for your time and efforts on
our behalf.
►0
Land Acqu/sition A�sociate, Stanley Martin Homes
5030 Sadler Place, Suite 101, Glen Allen, VA 23060
Main.. 804-562-9167 • Fax. 804-482-2603 • www.StanleyMartin.com
Carla Harris - CDD
From: Frank Pohl
Sent: Wednesday, August 15, 2018 10:51 AM
To: Gregg P. O'Donnell
Cc: Carla Harris - CDD; Joel Kauppila
Subject: RE: [ Chesterfield Landing ] Road Bond inspection
Gregg,
Yes, we received the package of documents. It appears you gave us 2 copies of everything so we will give one to Joel at
VDOT. Joel, the package will be downstairs for you to pick up later today.
Did you submit the County request form and fee? If not, please submit that so we can log this in. Please reference
SUB2015000111 on the application (Phase 1).
Thanks,
Frank
Frank V. Pohl, PE, CFM
County Engineer
401 McIntire Road
Charlottesville, VA 22902
434-296-5832 (ext. 7914)
From: Gregg P. O'Donnell <OdonnellGP@stanleymartin.com>
Sent: Wednesday, August 15, 2018 10:28 AM
To: Frank Pohl <fpohl@albemarle.org>
Subject: [ Chesterfield Landing ] Road Bond inspection
Frank,
Good morning. Two copies of the materials for this inspection were provided to you yesterday — have you received
them?
I let Joel Kauppila at VDOT know also. Let me know if we should provide copies of the deliverables to him also.
Thanks for your work to keep this moving,
Gregg O'Donnell
Land Acquisition Associate
STANLEY .MARTIN HOMES
404 .People .Place; Suite 303, Charlottesville, VA 22911
Odotinel1Gl'@StanleyMarliii.com i 434.975.744.5 ext. 306
Mobile: 434.249.9910
Certificate of Completion
This certifies that I/We, SM Charlottesville, LLC
developer(s) of Chesterfield Landing [ Phase I ] Subdivision,
have completed installation of all subdivision improvements and all construction conforms to the
requirements of the Albemarle County Code and to plans as approved by the County of
Albemarle, and any discrepancies have been documented and approved by the County. I/We
also certify that that all of the construction costs for the improvements, including those for
materials and labor, have been paid to the person constructing the improvements.
By: If 8/8/2018
(Signatur (Date)
S�; �. n
�a1-'Ta V -J
(Print Name)
�C SICJ�EiU i
(Print Title)
State of
,,Oify/County of i ���V�V {
The foregoing instrument was subscribed and sworn before me this day of
--Z0 by JGo .i Car (sae,
U fi/t�,A PdvC4�zW
Notary PA]ej'
My Commission Expires: W
Registration #: —7 -7 - 17 (eO
Gre9o�'y Patr'ck ODonneH
2/6/08, Rev. 3/16/09
t
NOTARY PUBLIC
Commonwealth of Virginia
Reg. # 7773760
4y Commission Expires March 31, 2022
THE MOST ADVAIX—ED NAME IN WATER MANAGEMENT SOLUTIONS'"
April 23, 2018
Attn: Sheila Scott
Contour Construction, LLC
1713 Allied St.
Charlottesville, VA 22903
RE: Chesterfield Landing and Westlake Hills projects
Inspection of ASTM HDPE pipe
Sheila,
Advanced Drainage Systems (ADS) ASTM HDPE pipe is manufactured in accordance with
ASTM F2646 and joints in accordance with ASTM F477. Installation shall be in accordance with
ASTM D2321 and ADS recommended installation guidelines. HDPE pipe can be expected to
perform satisfactorily in most applications with 5% or 7.5% deflection. The ADS Installation
Handbook allows for joint deflection of up to 1 or 1.5 degrees dependent upon pipe diameter
for HDPE dual wall pipe.
Based on the inspection information provided, it appears that there are instances at the
above referenced projects, as highlighted in the provided inspection reports, where the pipe
will need to be remediated as it is not within the recommended installation tolerances.
Please let me know if I can be of any further assistance.
Reg ds,
Grego oore, PE
Engineering Product Manager, ADS
Coverage: Storm pipe structural testing
Type: Observation Frequency:
Weather: Sunny
Air Temp. (deg. F): 88 F&R Personnel: Dunn, Nathan T, Technician
Description of Work Completed
Work Completed: Contour tested 18" HDPE from STR C3 to C2. 8" deflection at STR C2 connection.
Test from STR B3 to B2, 8" plus deflection with pipe damage at STR B2 connection.
Page 1 of 1
Field Report
7-11-18 DFR
�Q
Report Date: 7/28/2018
1`
Various
Fnp mrKrq SroENiry 6,Rnre 1861
Crozet Office
Client:
Project:
6185 Rockfish Gap Turnpike
Crozet, VA 22932
Stanley Martin Homes
71VO279
Phone: 434-823-5154
11710 Plaza America Drive
Chesterfield Landing -Phase -2- Phase 1
Fax: 434-823-4764
Reston, VA 20190
Oxbow Drive
Crozet, VA 22932
Date: 07/11/2018
Location:
Site - Storm Sewer
Category: Other
Location Details:
Coverage: Storm pipe structural testing
Type: Observation Frequency:
Weather: Sunny
Air Temp. (deg. F): 88 F&R Personnel: Dunn, Nathan T, Technician
Description of Work Completed
Work Completed: Contour tested 18" HDPE from STR C3 to C2. 8" deflection at STR C2 connection.
Test from STR B3 to B2, 8" plus deflection with pipe damage at STR B2 connection.
Page 1 of 1
fnpMeeiip Sm diiry Sina ]8p1
Crozet Office
6185 Rockfish Gap Turnpike
Crozet, VA 22932
Phone: 434-823-5154
Fax: 434-823-4764
7-25-18 Repair
Field Report Report Date: 7p/28/2018
Various
Client: Project:
Stanley Martin Homes 71VO279 Phase 1
11710 Plaza America Drive Chesterfield Landing Phase 2
Reston, VA 20190 Oxbow Drive
Crozet, VA 22932
Date:
07/25/2018
Location:
Site - Storm Sewer
Category:
General
Location Details:
Stormwater line into MH C at Lot 14 on Oxbow
Dr.
Coverage:
Site Observation
Type:
Observation
Frequency:
Periodic
Weather:
Cloudy
Air Temp. (deg. F):
75
F&R Personnel:
Sanders, II George A, Technician
Description of Work Completed
Work Completed: F&R representative on site as requested to observe storm water pipe repair.
Field Notes: Contractor excavated out existing damange pipe and replaced damaged length of pipe. 57 stone was
placed under and around the pipe.
Determination: As Specified
Page 1 of 2
Crozet Office
6185 Rockfish Gap Turnpike
Crozet, VA 22932
Phone: 434-823-5154
Fax: 434-823-4764
Field Report 7-25-18 Pipe Repair
Various Report Date: 7/28/2018
Client: Project:
Stanley Martin Homes 71V0279 Phase 1
11710 Plaza America Drive Chesterfield Landing Phase 2
Reston, VA 20190 Oxbow Drive
Crozet, VA 22932
Page 2 of 2
Date Image Taken: 07/25/2018
Photographer: Sanders, II George A
AL
M
I Y
y.. •w
• l
�
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-5
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Page 2 of 2
f&D Field Re Ort 7-26-18 Pipe Repair
I` Rep
oft
Various Report Date: 7/28/2018
OBERT90N. INC.
,p lmD SNDD/q'SM[e ]Na
Crozet Office Client: Project:
6185 Rockfish Gap Turnpike
Crozet, VA 22932 Stanley Martin Homes 71VO279 phase 1
Phone: 434-823-5154 11710 Plaza America Drive Chesterfield Landingoh, T se 2
Fax: 434-823-4764 Reston, VA 20190 Oxbow Drive
Crozet, VA 22932
Date: 07/26/2018 Location: Site - Storm Sewer
Category: General Location Details: Storm water line into MH B at Lot 11 on Oxbow
Dr.
Coverage: Site Observation
Type: Observation Frequency: Periodic
Weather: Cloudy
Air Temp. (deg. F): 75 F&R Personnel: Sanders, II George A , Technician
Description of Work Completed
Work Completed: F&R representative on site as requested to observe stormwater pipe repair
Field Notes: Contractor excavated to existing damaged pipe and replaced the damaged length of pipe. 57 stone
was placed under and around the pipe. Excavated materials were used as backfill to bring the area to
grade. Visual and manual methods were used to evaluate fill placement. Fill observed by F&R today
was found satisfactory.
Determination: As Specified
r
Date Image Taken: 07/26/2018
Photographer: Sanders, II George A
lk
Page 1 of 1
Pipe Summary Report Sheet: Chesterfield Landing - Ph 1
Session
Upstream
Downstream
Location of
Repair
Addressed
Item #
ID #
Structure ID
Structure ID
Concern
Report Comments
Required?
Proposed Repair
(Y/N)
Notes
1
4
C2
C1
26' D.S.
SAG: 5%
No
If needed, Contour to propose
Consult manufacturer's specs to
repair method and share with
verify if this is within spec. Share
2
4
C2
C1
31' D.S.
SEPARATED JOINT: 1"
Possibly
VDOT. Proceed with repair as
spec findings with VDOT Inspector.
suggested if method is approved
by VDOT.
Contour to propose repair
method and share with VDOT.
3
5
C3
C2
95'-100' D.S.
SAG: 25%
Yes
Proceed with repair as suggested
See attached F&R Report(s)
if method is approved by VDOT.
If needed, Contour to propose
Consult manufacturer's specs to
repair method and share with
verify if this is within spec. Share
4
6
C6A
C6
15.5' D.S.
SEPARATED JOINT: 0.5"
Possibly
VDOT. Proceed with repair as
spec findings with VDOT Inspector.
suggested if method is approved
by VDOT.
5
6
C6A
C6
27'-29' D.S.
SAG: 5%
No
6
9
C6
C5
0'-5' D.S.
SAG: 5%
No
7
9
C6
C5
36'-46' D.S.
SAG: 5%
No
8
13
A4
A3
7.5' U.S.
DEFORMED: 5%
No
If needed, Contour to propose
See ADS document dated April 23,
repair method and share with
2018.
9
13
A4
A3
22.4' U.S.
SEPARATED JOINT: 0.75"
Possibly
VDOT. Proceed with repair as
suggested if method is approved
by VDOT.
10
14
A3
A2
6'-11' D.S.
SAG: 5%
No
If needed, Contour to propose
See ADS document dated April 23,
repair method and share with
2018.
11
15
A2
Al
3.6' D.S.
SEPARATED JOINT: 1.0"
Possibly
VDOT. Proceed with repair as
suggested if method is approved
by VDOT.
If needed, Contour to propose
See ADS document dated April 23,
repair method and share with
2018.
12
15
A2
Al
23.5' D.S.
SEPARATED JOINT: 1.25"
Possibly
VDOT. Proceed with repair as
suggested if method is approved
by VDOT.
13
16
B10
B9
40.1' D.S.
SEPARATED JOINT: 0.5"
No
14
20
Bll
B10
30'-34' D.S.
SAG: 5%
No
To be corrected.
15
21
B3
B2
89' D.S.
DEFORMED: 25%
Yes
See attached F&R Report(s)
To be corrected.
16
21
B3
B2
93'-98' D.S.
SAG: 15%
Yes
See attached F&R Report(s)
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Report Pipe Manhole Pipe
Project Date Location Length
Size
Link ID Numbers J
View - 21643
Session: CHESTERFIELD 4/5/2017 17:04 pXRIVOE C5A To C5 14.7 MB
1 LANDING
View - 21643
Session: CHESTERFIELD 4/5/2017 17:15 pXRIVOE C5 To C4 32.2 MB
2 LANDING
View - 21643
Session CHESTERFIELD 4/5/2017 17:22 pXRIVOE C4 To C3 22.1 MB
3 LANDING
View - 21643
Session: CHESTERFIELD 4/6/2017 17:38 pXRIVOE C2 To Cl 52.4 MB
4 LANDING
View - 21643
2
Session: CHESTERFIELD 4/6/2017 17:46 pXRIVOE C3 To C2 101.2 MB
5 LANDING
View - 21643
Session: CHESTERFIELD 4/7/2017 07:28 pXRIVOE C6A To C6 31.4 MB
6 LANDING
View - 21643 WATERVALE 57.0
Session: CHESTERFIELD 4/7/2017 07:42 DRIVE C8 To C7 34.1 MB
7 LANDING
View 21643 WATERVALE 202
Session: CHESTERFIELD 4/7/2017 07:49 DRIVE C7 To C6 213.4 MB
8 LANDING
View 21643 WATERVALE 126
Session: CHESTERFIELD 4/7/2017 08:08 DRIVE C6 To C5 104.3 MB
9 LANDING
View - 21643
7
Session: CHESTERFIELD 4/7/2017 08:30 OXBOWDRIVE B6 To B5 58.4 MB
10 LANDING
View - 21643
2
Session: CHESTERFIELD 4/7/2017 09:01 pXRIVOE B5 To B4 33.4 MB
11 LANDING
View - 21643
4
Session: CHESTERFIELD 4/7/2017 09:10 pXRIVOE B4 To B3 72.3 MB
12 LANDING
View - 21643 4/10/2017 16:24 WATERVALE A4 To A3 42.3 63.6
Session: CHESTERFIELD DRIVE MB
13 LANDING
View 21643 WATERVALE 54.0
Session: CHESTERFIELD 4/10/2017 16:32 DRIVE A3 To A2 34.7 MB
14 LANDING
View 21643 WATERVALE 105
Session: CHESTERFIELD 4/10/2017 16:36 DRIVE A2 To Al 93.1 MB
15 LANDING
View 21643 WATERVALE 194
Session: CHESTERFIELD 4/10/2017 17:10 DRIVE B10 To B9 198.3 MB
16 LANDING
View - 21643 WATERVALE 182
Session: CHESTERFIELD 4/10/2017 17:42 DRIVE B7 To B6 160.5 MB
17 LANDING
View - 21643 WATERVALE 182
Session: CHESTERFIELD 4/10/2017 17:53 DRIVE B8 To B7 170.6 MB
18 LANDING
View - 21643 WATERVALE 259
Session: CHESTERFIELD 4/10/2017 18:03 DRIVE B9 To B8 254 MB
19 LANDING
View - 21643 WATERVALE 62.7
Session: CHESTERFIELD 4/11/2017 07:53 DRIVE B11 To B10 36.6 MB
20 LANDING
View - 21643
Session: CHESTERFIELD 4/11/2017 09:42 pXRIVOE B3 To B2 100 MB
21 LANDING
Total: 1860 2.40
GB
ntact
Tri State Utilities
757-366-9505
Address
) ))%f 2111 Smith Avenue
Chesapeake Virginia , VA
th.1 . ® 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/5/2017 17:04
Reference
Street OXBOW DRIVE City CROZET, VA
Comments
Manhole
Upstream MH C5A Rim to Invert (U) 6.0
Grade to Invert (U) Rim to Grade (U)
Downstream MH C5 Rim to Invert (D) 7.0
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Upstream
Pipe
Height (Diameter) 18 Width 18
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 16 Length Surveyed 14.7
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/5/2017 17:04
Weather Dry Location Code
Additional Info REVERSE TV Location Details OXBOW DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / 0 Number of Broken I 0
Fractures Holes / Collapse
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the el.POSIk report generator Back
Project: _ 643 CHESTERFIELD INDING ,
Date: 4/5/2017 5:04:00 PM Pipe Segment Reference: Light
Street: OXBOW DRIVE Upstream MH: C5A Moderate
Length Surveyed: 14.7 Downstream MH: C5 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Heavy
Height (Diameter): 18 Material: Other Severe
Street: OXBOW DRIVE
(011) ID Number: C5A
(0.0) ACB - Catch Basin Remark: C5 (Clip)
(0.0) MWL - Water Level (Clip)
(14.7) ACB - Catch Basin Remark: C5A (Clip)
Total Distance: 14.70 ID Number: C5
PDSM I111
Created with the .'` report generator Back
ntact
Tri State Utilities
757-366-9505
Address
11( )) 2111 Smith Avenue
Chesapeake Virginia , VA
23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/5/2017 17:15
Reference
Street OXBOW DRIVE City CROZET, VA
Comments
Manhole
Upstream MH C5 Rim to Invert (U) 7.0
Grade to Invert (U) Rim to Grade (U)
Downstream MH C4 Rim to Invert (D) 7.10
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 18 Width 18
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 33 Length Surveyed 32.2
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/5/2017 17:16
Weather Dry Location Code
Additional Info Location Details OXBOW DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes I Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
airCreated with the 'P SF J report generator Back
Project: __ _ 643 CHESTERFIELD kNDING E31
Date: 4/5/2017 5:15:00 PM Pipe Segment Reference: Ught
Street: OXBOW DRIVE Upstream MH: C5 Moderate
Length Surveyed: 32.2 Downstream MH: C4 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy
Height (Diameter): 18 Material: Other Severe
Street: OXBOW DRIVE
• i ID Number: C5
(0.0) ACB - Catch Basin Remark: C5 (Clip)
(0.0) MWL - Water Level (Clip)
(32.2) ACB - Catch Basin Remark: C4 (Clip)
Total Distance: 32.2 • ID Number: C4
Created with the -VP-0SW 174 report generator Back
ntact
Tri State Utilities
757-366-9505
Address
((kii
0):
2111 Smith Avenue
Chesapeake Virginia , VA
ory�1�ti�y 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/5/2017 17:22
Reference
Street OXBOW DRIVE City CROZET, VA
Comments
Manhole
Upstream MH C4 Rim to Invert (U) 7.10
Grade to Invert (U) Rim to Grade (U)
Downstream MH C3 Rim to Invert (D) 10.0
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 18 Width 18
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 25 Length Surveyed 22.1
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/5/2017 17:23
Weather Dry Location Code Sidewalk
Additional Info Location Details OXBOW DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks I 0 Number of Broken I 0
Fractures Holes I Collapse
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with therOSM Cy report generator Back
Project: 643 CHESTERFIELD kNDING Severn
Date: 4/5/2017 5:22:00 PM Pipe Segment Reference: Light
Street: OXBOW DRIVE Upstream MH: C4 � Moderate
Length Surveyed: 22.1 Downstream MH: C3 , Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy
Height (Diameter): 18 Material: Other Severe
Street: OXBOW DRIVE
• ID Number: C4
(0.0) ACB - Catch Basin Remark: C4 (Clip)
(0.0) MWL - Water Level (Clip)
(22.1) ACB - Catch Basin Remark: C3 (Clip)
Total Distance: 22.10 ID Number: C3
Created with the VPIDSM DC report generator Back
ntact
Tri State Utilities
757-366-9505
(((i
Address
I 2111 Smith Avenue
Chesapeake Virginia , VA
Fi )
23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/6/2017 17:38
Reference
Street OXBOW DRIVE City CROZET, VA
Comments
Manhole
Upstream MH C2 Rim to Invert (U) 11.0
Grade to Invert (U) Rim to Grade (U)
Downstream MH C1 Rim to Invert (D) 0.0
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 24 Width 24
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 0 Length Surveyed 52.4
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/6/2017 17:38
Weather Dry Location Code Yard
Additional Info Location Details OXBOW DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken I
Fractures 0 Holes I Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the IVIPPOSIN ZIr report generator Back
Project: __1643 CHESTERFIELD ANDING Severit
Date: 4/6/2017 5:38:00 PM Pipe Segment Reference: Light
Street: OXBOW DRIVE Upstream MH: C2 it Moderate
Length Surveyed: 52.4 Downstream MH: C1 .,Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy
Height (Diameter): 24 Material: Other Severe _
Street: OXBOW DRIVE
• ID Number: C2
n
(0.0) AMH - Manhole Remark: C2 (Clip)
(0.0) MWL - Water Level (Clip)
(52.4) AEP - End of Pipe Remark: C1 (Clip)
M4
Total Distance: 52.40 ID Number: C1
Created with the irPosm lkw report generator Back
>ntact
Tri State Utilities
757-366-9505
Address
iki ))) *, 2111 Smith Avenue
Chesapeake Virginia , VA
'PikI ,�� ® 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/6/2017 17:46
Reference
Street OXBOW DRIVE City CROZET, VA
Comments
Manhole
Upstream MH C3 Rim to Invert (U) 10.0
Grade to Invert (U) Rim to Grade (U)
Downstream MH C2 Rim to Invert (D) 11.0
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 18 Width 18
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 0 Length Surveyed 101.2
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/6/2017 17:46
Weather Dry Location Code Yard
Additional Info HIGH LINE Location Details OXBOW DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes / Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the P�1.+ SN► :Z] report generator Back
Project: _1643 CHESTERFIELD _ANDING KM=
Date: 4/6/2017 5:46:00 PM Pipe Segment Reference: Light
Street: OXBOW DRIVE Upstream MH: C3 Moderate
Length Surveyed: 101.2 Downstream MH: C2 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy
Height (Diameter): 18 Material: Other Severe
Street: OXBOW DRIVE
• ID Number: C3
(0.0) AMH - Manhole Remark: C3 (Clip)
(0.0) MWL - Water Level (Clip)
(101.2) AMH - Manhole Remark: C2 (Clip)
Total Distance: 101.20 ID Number: C2
Created with the PDSMI report generator Back
Intact
Tri State Utilities
757-366-9505
Address
2111 Smith Avenue
Chesapeake Virginia , VA
i( F11))*4/
, , 23320
Website
http://www.tristateutilities.corn/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/7/2017 07:28
Reference
Street OXBOW DRIVE City CROZET, VA
Comments
Manhole
Upstream MH C6A Rim to Invert (U) 6.9
Grade to Invert (U) Rim to Grade (U)
Downstream MH C6 Rim to Invert (D) 8.9
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 15 Width 15
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 32 Length Surveyed 31.4
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Jetting Date Cleaned 4/7/2017 07:30
Weather Dry Location Code Yard
Additional Info HIGH LINE Location Details OXBOW DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes / Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the IfPDSM it report generator Back
Project: 1643 CHESTERFIELD ANDING Severit
Date: 4/7/2017 7:28:00 AM Pipe Segment Reference: Light
Street: OXBOW DRIVE Upstream MH: C6A Moderate
Length Surveyed: 31.4 Downstream MH: C6 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy
Height (Diameter): 15 Material: Other Severe
Street: OXBOW DRIVE
ID Number: C6A
(0.0) ACB - Catch Basin Remark: C6A (Clip)
(0.0) MWL - Water Level (Clip)
(31.4) ACB - Catch Basin Remark: C6 (Clip)
Total Distance: 31.4 ; ; ID Number: C6
Created with the IrPSm'w report generator Back
tact
Tri State Utilities
757-366-9505
Address
I 2111 Smith Avenue
Chesapeake Virginia , VA
1 ® 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/7/2017 07:42
Reference
Street WATERVALE DRIVE City CROZET, VA
Comments
Manhole
Upstream MH C8 Rim to Invert (U) 6.9
Grade to Invert (U) Rim to Grade (U)
Downstream MH C7 Rim to Invert (D) 8.0
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 15 Width 15
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 32 Length Surveyed 34.1
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/7/2017 07:43
Weather Dry Location Code Yard
Additional Info Location Details OXBOW DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes I Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the VPIDSIVI �'. report generator Back
Project: 1643 CHESTERFIELE ANDING ,
Date: 4/7/2017 7:42:00 AM Pipe Segment Reference: Light
Street: WATERVALE DRIVE Upstream MH: C8 Moderate
Length Surveyed: 34.1 Downstream MH: C7 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy
Height (Diameter): 15 Material: Other Severe
Street: WATERVALE DRIVE
'• ID Number: C8
(0.0) ACB - Catch Basin Remark: C8 (Clip)
(0.0) MWL - Water Level (Clip)
(34.1) ACB - Catch Basin Remark: C7 (Clip)
Total Distance: 34.10 ID Number: C7
Created with the IfPOSIVIi w report generator Back
)ntact
Tri State Utilities
757-366-9505
( )
Address
I 2111 Smith Avenue
qiV
Chesapeake Virginia , VA
/ ® 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/7/2017 07:49
Reference
Street WATERVALE DRIVE City CROZET, VA
Comments
Manhole
Upstream MH C7 Rim to Invert (U) 8.0
Grade to Invert (U) Rim to Grade (U)
Downstream MH C6 Rim to Invert (D) 8.9
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 15 Width 15
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 212 Length Surveyed 213.4
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/7/2017 07:49
Weather Dry Location Code Sidewalk
Additional Info Location Details WATERVALE DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes I Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the 1P SPA , report generator Back
Project __1643 CHESTERFIELE ANDING OEM
Date: 4/7/2017 7:49:00 AM Pipe Segment Reference: Light
Street: WATERVALE DRIVE Upstream MH: C7 Moderate
Length Surveyed: 213.4 Downstream MH: C6 I Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy
Height (Diameter): 15 Material: Other Severe
Street: WATERVALE DRIVE
0 ID Number: C7
(0.0) ACB - Catch Basin Remark: C7 (Clip)
(0.0) MWL - Water Level (Clip)
(213.4) ACB - Catch Basin Remark: C6 (Clip)
Total Distance: 213.4 ID Number: C6
Created with the 1P JSMr4 report generator Back
►ntact
Tri State Utilities
757-366-9505
Address
I 2111 Smith Avenue
Chesapeake Virginia , VA
i( V)
/ 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/7/2017 08:08
Reference
Street WATERVALE DRIVE City CROZET, VA
Comments
Manhole
Upstream MH C6 Rim to Invert (U) 8.9
Grade to Invert (U) Rim to Grade (U)
Downstream MH C5 Rim to Invert (D) 7.0
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 15 Width 15
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 99 Length Surveyed 104.3
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/7/2017 08:09
Weather Dry Location Code Sidewalk
Additional Info Location Details WATERVALE DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes / Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the ! OSM IIIII' report generator Back
Project: 1643 CHESTERFIELD ANDING E l=
Date: 4/7/2017 8:08:00 AM Pipe Segment Reference: Light
Street: WATERVALE DRIVE Upstream MH: C6 Moderate
Length Surveyed: 104.3 Downstream MH: C5 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy
Height (Diameter): 15 Material: Other Severe
Street: WATERVALE DRIVE
0 ID Number: C6
(0.0) ACB - Catch Basin Remark: C6 (Clip)
(0.0) MWL - Water Level (Clip)
(43.6) MWL - Water Level (Clip)
(104.3) ACB - Catch Basin Remark: C5 (Clip)
u
Total Distance: 104.3 ; ID Number: C5
Created with the '' report generator Back
ontact
Tri State Utilities
757-366-9505
Address
((kliI r 2111 Smith Avenue
Chesapeake Virginia , VA
T,<<rey ® 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/7/2017 08:30
Reference
Street OXBOW DRIVE City CROZET, VA
Comments
Manhole
Upstream MH B6 Rim to Invert (U) 8.8
Grade to Invert (U) Rim to Grade (U)
Downstream MH B5 Rim to Invert (D) 10.6
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Upstream
Pipe
Height (Diameter) 18 Width 18
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 57 Length Surveyed 58.4
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/7/2017 08:32
Weather Dry Location Code Sidewalk
Additional Info REVERSE TV Location Details OXBOW DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks I 0 Number of Broken I 0
Fractures Holes / Collapse
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the 4r 7a 5M Z-711. report generator Back
Project: 1643 CHESTERFIELD _ANDING severit
Date: 4/7/2017 8:30:00 AM Pipe Segment Reference: r Light
Street: OXBOW DRIVE Upstream MH: B6 lMotierale
Length Surveyed: 58.4 Downstream MH: B5 , Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream I Hejvy
Height (Diameter): 18 Material: Other Severe
Street: OXBOW DRIVE
6111) ID Number: B6
(0.0) ACB - Catch Basin Remark: B5 (Clip)
(0.0) MWL - Water Level (Clip)
i
(58.4) ACB - Catch Basin Remark: B6 (Clip)
Total Distance: 58.4 ID Number: B5
Created with the lir P35M II(' report generator Back
Intact
Tri State Utilities
757-366-9505
i(li )1
Address
I 2111 Smith Avenue
kChesapeake Virginia , VA
V
® 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/7/2017 09:01
Reference
Street OXBOW DRIVE City CROZET, VA
Comments
Manhole
Upstream MH B5 Rim to Invert (U) 10.6
Grade to Invert (U) Rim to Grade (U)
Downstream MH B4 Rim to Invert (D) 11.5
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Upstream
Pipe
Height (Diameter) 18 Width 18
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 33 Length Surveyed 33.4
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/7/2017 08:32
Weather Dry Location Code Sidewalk
Additional Info REVERSE TV Location Details OXBOW DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes / Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the VPD IVI ~ report generator Back
Project: 1643 CHESTERFIELD _ANDING I
Date: 4/7/2017 9:01:00 AM Pipe Segment Reference: Light
Street: OXBOW DRIVE Upstream MH: B5 Moderate
Length Surveyed: 33.4 Downstream MH: B4 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Heavy
Height (Diameter): 18 Material: Other Severe
Street: OXBOW DRIVE
0 ID Number: B5
(0.0) ACB - Catch Basin Remark: B4 (Clip)
(0.0) MWL - Water Level (Clip)
(33.4) ACB - Catch Basin Remark: B5 (Clip) ••••
Total Distance: 33.40 ID Number: B4
Created with the IrPD51V1 .N report generator Back
ntact
Tri State Utilities
757-366-9505
Address
I 2111 Smith Avenue
(( V)
Chesapeake Virginia , VA
23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/7/2017 09:10
Reference
Street OXBOW DRIVE City CROZET, VA
Comments
Manhole
Upstream MH B4 Rim to Invert (U) 10.6
Grade to Invert (U) Rim to Grade (U)
Downstream MH B3 Rim to Invert (D) 15.6
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 18 Width 18
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 74 Length Surveyed 72.3
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/7/2017 09:12
Weather Dry Location Code Sidewalk
Additional Info Location Details OXBOW DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken I
Fractures 0 Holes / Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the WPOS' M �I�Id report generator Back
Project: 1643 CHESTERFIELD ANDING E
Date: 4/7/2017 9:10:00 AM Pipe Segment Reference: Light
Street: OXBOW DRIVE Upstream MH: B4 IF Moderate
Length Surveyed: 72.3 Downstream MH: B3 1 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream li Heavy
Height (Diameter): 18 Material: Other Severe
Street: OXBOW DRIVE
ID Number: B4
(0.0) ACB - Catch Basin Remark: B4 (Clip)
(0.0) MWL - Water Level (Clip)
(72.3) ACB - Catch Basin Remark: B3 (Clip)
Total Distance: 72.30 ID Number: B3
Created with the gfpOSM ����� -! report generator Back
,ntact
Tri State Utilities
757-366-9505
Address
2111 Smith Avenue
Chesapeake Virginia , VA
Gr ilo,h l 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/10/2017 16:24
Reference
Street WATERVALE DRIVE City CROZET, VA
Comments
Manhole
Upstream MH A4 Rim to Invert (U) 0.0
Grade to Invert (U) Rim to Grade (U)
Downstream MH A3 Rim to Invert (D) 3.10
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Upstream
Pipe
Height (Diameter) 15 Width 15
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 41 Length Surveyed 42.3
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/10/2017 16:25
Weather Dry Location Code Sidewalk
Additional Info REVERSE TV Location Details WATERVALE DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes / Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the PDS Zireport generator Back
Project: 643 CHESTERFIELD ANDING E3
ZIIM
Date: 4/10/2017 4:24:00 PM Pipe Segment Reference: Light
Street: WATERVALE DRIVE Upstream MH: A4 Moderate
Length Surveyed: 42.3 Downstream MH: A3 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Heavy
Height (Diameter): 15 Material: Other Severe
Street: WATERVALE DRIVE
0 ID Number: A4
(0.0) ACB - Catch Basin Remark: A3 (Clip)
(0.0) MWL - Water Level (Clip)
(42.3) AEP - End of Pipe Remark: A4 (Clip) •
Total Distance: 42.3 ID Number: A3
Created with the 'PDSIVI report generator Back
ntact
Tri State Utilities
757-366-9505
i(li
Address
))) r 2111 Smith Avenue
k
Chesapeake Virginia , VA
F
1t'�i 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/10/2017 16:32
Reference
Street WATERVALE DRIVE City CROZET, VA
Comments
Manhole
Upstream MH A3 Rim to Invert (U) 3.10
Grade to Invert (U) Rim to Grade (U)
Downstream MH A2 Rim to Invert (D) 5.4
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 15 Width 15
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 34 Length Surveyed 34.7
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/10/2017 16:33
Weather Dry Location Code Sidewalk
Additional Info Location Details WATERVALE DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken I
Fractures 0 Holes / Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the *(P SM ����d report generator Back
Project: 1643 CHESTERFIELD ANDING OEM
Date: 4/10/2017 4:32:00 PM Pipe Segment Reference: Light
Street: WATERVALE DRIVE Upstream MH: A3 Moderate
Length Surveyed: 34.7 Downstream MH: A2 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy
Height (Diameter): 15 Material: Other Severe
Street: WATERVALE DRIVE
I ID Number: A3
rrt
(0.0) ACB - Catch Basin Remark: A3 (Clip) •.•
(0.0) MWL - Water Level (Clip)
(34.7) ACB - Catch Basin Remark: A2 (Clip)
u
Total Distance: 34.70 ID Number: A2
Created with the *Pi 3SM It report generator Back
ntact
Tri State Utilities
757-366-9505
Address
2111 Smith Avenue
Chesapeake Virginia , VA
((klit/)))
23320
Website
http://www.tristateutilities.corn/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/10/2017 16:36
Reference
Street WATERVALE DRIVE City CROZET, VA
Comments
Manhole
Upstream MH A2 Rim to Invert (U) 5.4
Grade to Invert (U) Rim to Grade (U)
Downstream MH Al Rim to Invert (D) 0.0
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 15 Width 15
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 90 Length Surveyed 93.1
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/10/2017 16:36
Weather Dry Location Code Sidewalk
Additional Info Location Details WATERVALE DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes I Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with theSM report generator Back
Project: 1643 CHESTERFIELD ANDING ,
Date: 4/10/2017 4:36:00 PM Pipe Segment Reference: Light
Street: WATERVALE DRIVE Upstream MH: A2 Moderate
Length Surveyed: 93.1 Downstream MH: Al M Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream y
Height (Diameter): 15 Material: Other Severe
Street: WATERVALE DRIVE
• ID Number: A2
n
(0.0) ACB - Catch Basin Remark: A2 (Clip)
(0.0) MWL - Water Level (Clip)
(93.1) AEP - End of Pipe Remark: Al (Clip)
Total Distance: 93.10 ID Number: Al
Created with the IfPrOS -'' report generator Back
ntact
Tri State Utilities
))) ' 757-366-9505
(((i
Address
2111 Smith Avenue
Chesapeake Virginia , VA
41P.iuy,S I ID 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/10/2017 17:10
Reference
Street WATERVALE DRIVE City CROZET, VA
Comments
Manhole
Upstream MH B10 Rim to Invert (U) 7.9
Grade to Invert (U) Rim to Grade (U)
Downstream MH B9 Rim to Invert (D) 7.9
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 15 Width 15
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 200 Length Surveyed 198.3
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/10/2017 17:10
Weather Dry Location Code Sidewalk
Additional Info Location Details WATERVALE DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes / Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the irPD. S Niik U report generator Back
Project: 643 CHESTERFIELD ANDING ,
Date: 4/10/2017 5:10:00 PM Pipe Segment Reference: Light
Street: WATERVALE DRIVE Upstream MH: B10 Moderate
Length Surveyed: 198.3 Downstream MH: B9 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy
Height (Diameter): 15 Material: Other Severe
Street: WATERVALE DRIVE
0 ID Number: B10
(0.0) ACB - Catch Basin Remark: B10 (Clip)
(0.0) MWL - Water Level (Clip)
(198.3) ACB - Catch Basin Remark: B9 (Clip)
Total Distance: 198.3 ID Number: B9
Created with the POJS' report generator Back
ntact
Tri State Utilities
757-366-9505
Address
(((i 2111 Smith Avenue
Chesapeake Virginia , VA
23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/10/2017 17:42
Reference
Street WATERVALE DRIVE City CROZET, VA
Comments
Manhole
Upstream MH B7 Rim to Invert (U) 10.10
Grade to Invert (U) Rim to Grade (U)
Downstream MH B6 Rim to Invert (D) 8.8
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Upstream
Pipe
Height (Diameter) 18 Width 18
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 153 Length Surveyed 160.5
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/10/2017 17:43
Weather Dry Location Code Yard
Additional Info REVERSE TV Location Details WATERVALE DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken I
Fractures 0 Holes I Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the PJS_I report generator Back
Project: __ _ 643 CHESTERFIELD ANDING ,
Date: 4/10/2017 5:42:00 PM Pipe Segment Reference: Light
Street: WATERVALE DRIVE Upstream MH: B7 Moderate
Length Surveyed: 160.5 Downstream MH: B6 , Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Heavy
Height (Diameter): 18 Material: Other Severe
Street: WATERVALE DRIVE
ID Number: B7
(0.0) ACB - Catch Basin Remark: B6 (Clip)
(0.0) MWL - Water Level (Clip)
(160.5) ACB - Catch Basin Remark: B7 (Clip)
Total Distance: 160.5 ; ID Number: B6
Created with the PJSM 11 report generator Back
,ntact
Tri State Utilities
757-366-9505
Address
2111 Smith Avenue
Chesapeake Virginia , VA
23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/10/2017 17:53
Reference
Street WATERVALE DRIVE City CROZET, VA
Comments
Manhole
Upstream MH B8 Rim to Invert (U) 14.0
Grade to Invert (U) Rim to Grade (U)
Downstream MH B7 Rim to Invert (D) 10.10
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Upstream
Pipe
Height (Diameter) 18 Width 18
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 170 Length Surveyed 170.6
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/10/2017 17:53
Weather Dry Location Code Yard
Additional Info REVERSE TV Location Details WATERVALE DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks I Number of Broken I
Fractures 0 Holes / Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the ' D )SF t report generator Back i
Project: 1643 CHESTERFIELD ANDING Severit
Date: 4/10/2017 5:53:00 PM Pipe Segment Reference: tight
Street: WATERVALE DRIVE Upstream MH: B8 Moderate
Length Surveyed: 170.6 Downstream MH: B7 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Heavy
Height (Diameter): 18 Material: Other Severe
Street: WATERVALE DRIVE
1) ID Number: B8
PI
(0.0) ACB - Catch Basin Remark: B7 (Clip)
(0.0) MWL - Water Level (Clip)
(170.6) ACB - Catch Basin Remark: B8 (Clip)
Total Distance: 170.E0 ID Number: B7
��rM Created with the �(�"I report generator Back
>ntact
Tri State Utilities
757-366-9505
Address
2111 Smith Avenue
Chesapeake Virginia , VA
(1,41, , I 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/10/2017 18:03
Reference
Street WATERVALE DRIVE City CROZET, VA
Comments
Manhole
Upstream MH B9 Rim to Invert (U) 7.9
Grade to Invert (U) Rim to Grade (U)
Downstream MH B8 Rim to Invert (D) 14.0
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Upstream
Pipe
Height (Diameter) 15 Width 15
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 252 Length Surveyed 254
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/10/2017 18:04
Weather Dry Location Code Yard
Additional Info REVERSE TV Location Details WATERVALE DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes / Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the 6rPSM ti report generator Back
Project: 643 CHESTERFIELD ANDING =,
Date: 4/10/2017 6:03:00 PM Pipe Segment Reference: Light
Street: WATERVALE DRIVE Upstream MH: B9 Moderate
Length Surveyed: 254 Downstream MH: B8 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream Heavy
Height (Diameter): 15 Material: Other Severe
Street: WATERVALE DRIVE
0 ID Number: B9
(0.0) ACB - Catch Basin Remark: B8 (Clip)
(0.0) MWL - Water Level (Clip)
(254.0) ACB - Catch Basin Remark: B8 (Clip)
Total Distance: 254 ID Number: B8
Created with the 'PDS1Vl ' report generator Back
Intact
in State Utilities
757-366-9505
Address
2111 Smith Avenue
Chesapeake Virginia , VA
T I ® 23320
Website
http://www.tristateutilities.com/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/11/2017 07:53
Reference
Street WATERVALE DRIVE City CROZET, VA
Comments
Manhole
Upstream MH B11 Rim to Invert (U) 6.0
Grade to Invert (U) Rim to Grade (U)
Downstream MH B10 Rim to Invert (D) 7.9
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 15 Width 15
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 35 Length Surveyed 36.6
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Heavy Cleaning Date Cleaned 4/11/2017 07:54
Weather Dry Location Code Sidewalk
Additional Info Location Details WATERVALE DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes / Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the irmiffm.AP .* report generator Back
Project: 643 CHESTERFIELD ANDING ,
Date: 4/11/2017 7:53:00 AM Pipe Segment Reference: Light
Street: WATERVALE DRIVE Upstream MH: B11 Moderate
Length Surveyed: 36.6 Downstream MH: B10 Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy
Height (Diameter): 15 Material: Other Severe
Street: WATERVALE DRIVE
ID Number: B11
(0.0) ACB - Catch Basin Remark: B11 (Clip)
(0.0) MWL - Water Level (Clip)
(36.6) ACB - Catch Basin Remark: B10 (Clip)
Total Distance: 36.60 ID Number: B10
Created with the IWPDSIVI ����6 report generator Back
ntact
Tri State Utilities
757-366-9505
Address 2111 Smith Avenue Chesapeake Virginia VA
'( ' ) )
23320
Website
http://www.tristateutilities.corn/
Project Information
Surveyor Name ROGER KEETON Certificate Number U-611-29948
Truck Number
Owner ALBERMARLE Customer CONTOUR
COUNTY
Drainage Area Job Number 21643
Pipe Segment Date 4/11/2017 09:42
Reference
Street OXBOW DRIVE City CROZET, VA
Comments
Manhole
Upstream MH B3 Rim to Invert (U) 15.6
Grade to Invert (U) Rim to Grade (U)
Downstream MH B2 Rim to Invert (D) 11.6
Grade to Invert (D) Rim to Grade (D)
Sewer Use Stormwater Direction of Survey Downstream
Pipe
Height (Diameter) 18 Width 18
Shape Circular Material Other
Lining Method Pipe Joint Length
Tape Measured 101 Length Surveyed 100
Length
Year Laid Year Renewed
Misc
Flow Control Not Controlled Media Label DVD
Purpose Post Rehabilitation Sewer Category SW
Survey
Pre-Cleaning Jetting Date Cleaned 4/11/2017 09:02
Weather Dry Location Code Sidewalk
Additional Info HIGH LINE IS 3.4 Location Details OXBOW DRIVE
Reverse Setup ID Sheet (Group)
Number
Imperial Units (US) True Completed Yes
Count Groups
Number of Taps 0 Number of Roots 0
Num Cracks / Number of Broken /
Fractures 0 Holes / Collapse 0
Number of Deposits 0 Number of 0
Capped/Abd Taps
Created with the qiPDSM �1ui�` report generator Back
Project: 1643 CHESTERFIELD ANDING E
Date: 4/11/2017 9:42:00 AM Pipe Segment Reference: Light
Street: OXBOW DRIVE Upstream MH: B3 Moderate
Length Surveyed: 100 Downstream MH: B2 b Average
Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Heavy
Height (Diameter): 18 Material: Other Severe
Street: OXBOW DRIVE
ID Number: B3
(0.0) AMH - Manhole Remark: B3 (Clip)
(0.0) MWL - Water Level (Clip)
(100.0) AMH - Manhole Remark: B2 (Clip)
Total Distance: 100 ID Number: B2
Created with the 'Po I .'' report generator Back
a.
i h�G�.�
°°
5' ACCESS EASEMENT
N TAP 56-37 _ TO COUNTY GREENWAY F�W
Line Table • TMP 56M B //.-----) 2
N/F STANLEY, ANN C, TRUSTEE OPEN SPACE k SWM
Line Direction Length I ro U/T ANN C STANLEY REVOCABLE TRUST , �j \ \\
llh,,, D B 4563 PG 539 ;
L1 N 65'01'15.E 29 38' 1 \ b
{e� D B 984 PG 65(PLAT) A_ \ Ob S
L2 N 24'58'45" W 20.00' r�Y ' EAS NT WATER 11 \ Q i O
L3 S 65'01'15"W 28 77' v rz \ TMP 56M-10 I t b 5
Q TMP 56M-A \3 LOT 10 EXISTING 20' ACSA I I. 0 0
L4 N 8300'50"E 31.52' OPEN SPACE SEWER EASEMENT I I \ VIC) 0 O;
0::1102TEO'RACSA
_ ---\ �I METER -_ --- I --- Ob
L5 S 1617'S6"E 15.58' _ H 0t LL
L6 S 04'14'24' W 39.21' ACCESS AND . , -- 0 .,i
L7 N 1617'56' W 88 79' . i
LANDSCAPE 1 0 ;O
EASEMENT \ 1 I I O C
L8 N 64'59'59'E 24.09' I TMP 56M-11 I i I I b> d -
TMP 56M-9 1 I LOT 11 I o b .�
L9 N 17'07'20' W 10.13' LOT 9 I I EXISTING 20' ACSA I a v W 0
EXISTING 20'PRIVATE I I WATER EASEMENT I I o z< tT
L11 N 72'42'02"E 10.00' DRAINAGE EASEMENT
I I I 1 I I a W a M+1 a
L11 S 17'07'20'E 8.78' L l �I III
I _______I �— 11 X N w m
IMPssM-7 I 0. m W •
IMP \ I
\ LOT6-6 LOT 7 I I \ \ I aM � 2 S
\ /// TMP 56M-5 TMP 56M-12 I I 1 (�
/// LOT 5 TMP 56M 8 II LOT 12 I i I Z
\ / LOT 8 IIII 1 I \ I — W ��
\ LOT64-4 EXISTING 20' ACSA —I I I 11 ,,,FF(��WWWJ///11
\ r�/ SEWER EASEMENT - ---— I ) I 11 I 1
\ \ \ TMP S6M-3 J - �- IMP 56M-13 1 1 I W
W\ \ \ LOT 3 EXISTING 20'ACSA _-- t - --_ I LOT 13 I I Q Y
z WATER EASEMENT _
N I EXISTING 20' ACSA � _ _ I I A m
w I \
\
SEWER EASEMENT '�, _— EXISTING VARIABLE PUBLIC EXISTING 20' PUBLIC I 0
`11P DRAINAGE EASEMENT DRAINAGE EASEMENT I Y
a I \ \� WATERVAEE DRIVE — — _/ M I I I I w
I i
z I IMP 56M-1 \1 \ TMP 56M-2 �� pUBE1C RIW) _ — — EXISTING 20' PUBLIC \ \ 1 11 `_.,
LOT 1 \ LOT 2 . ' ' — DRAINAGE EASEMENT \ I in O
N I \ EXISTING 20' PUBLIC EXISTING 20' PUBLIC I I Y
-- IRAINAGE EASEMENT w 1 p.
EXISTING 20' I I \ DRAINAGE EA EMENT / I rn 1 I I m
PUBLIC \ I o TMP 56M-14 I \ 1 'U
EXISTING 20' ACSA 1
DRAINAGE I i c o LOT 14 I F�44 qa
EASEMENT WATER EASEMENT TMP 56M-17 I r p ; I F7 0
9' SIDEWALK & LOT 17 c EXISTING 20' ACSA q
v \ z r^ WATER EASEMENT f I I ANDSCAPE EASEMENT
IIII I i (TYP) IMP 56M-18 f
2 \\ / TMP 56M-19 LOT 18 I • "on
3.
z_23
/ TMP 56M-20 LOT 19 / j/ i �'
r LOT 20 / IA ��•� EXISTING 20' ACSA _ I u
c r i J SEWER EASEMENT V O a
i TMP S6M 21 •� Z a r`� `EXISTING 20'PUBLIC -
z m \I DRAINAGE EASEME T LOT 21 /%...
- \ \ \ �' •� - 1\ \r TMP 56M-15
\ I TMP S6M-22 `i i A 1\-� LOT 15 E• Z
\ I \ IMP S6M-23 LOT 22 . - I I\I\ NEW VARIABLE ACSA O
\ \ \ LOT 23 /--- • _ L N °SANITARY \ I I ITARY SEWER EASEMENT W ni g V]
EXISTING 20' PUBLIC \ \ 1 TMP 56M-24 �i`j CLEANOUT F �j E
DRAINAGE EASEMENT No LOT 24 \ r NEW 10' ITARY L4 d Z
r \ TMP 56M-25 \ \ / -- / LATERAL EASEMENT I TMP 56M-C __ W
LOT 25 \\ \
\
17 OPEN SPACE
TMP 56M-16 Z W
v\ \ \ / / LOT 16 --+ F FA
/ / 6
N\\ I \\ 1/ ' --��-/� ■ \ / = 4 Q W
\ \ EXISTING 20' ACSA / W ,-4 b
\ I \ -_,/ ,, SEWER EASEMENT I W U
- /
\ \I /- - --- EXISTI}iG SI / a' ��+ A
-2-ACCESS AND / cn w ram+
\ — — \\ \ LANDSCAPE / / w W
•
1 \SEMEN i/ / F W I- Z
\ TMP 56-35 \ t o u .']_+ w
N/F SM CHARLOTTESVILLE,ILC \ j / oe a L
_ D B 4054 PG 216
PROJECT NO: 8632
NOTES. ��LTH OF
G! SHEET NO:
`; 1 THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES 3Or '0 VI
ON THE PROPERTY SHOWN HEREON AND SAID PROPERTY MAY BE SUBJECT TO INFORMATION DISCLOSED ON A TTLE REPORT BY A IJCENSED
ATTORNEY O
I 2. THIS PLAT HAS BEEN PREPARED FROM RECORD RECORD INFORMATION AND PHYSICAL SURVEY OF STRUCTURES LOCATED AS OF THE DATE OF THIS 80' 0' 80' 120' 180' �KRISTOPHERC.\MNTERS>
PLAT No 2492
I 4. ALL CHESTERFIELD LANDING LOTS, EASEMENTS AND STREETS SHOWN HEREON ARE RECORDED AT D.B. 4788 PG. 244 ■°°°°°°°� �4 1 OF 1
5. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK SCALE: 1"=60'
SUKr DATE,NOVEMBER 30,2017
"" I SURVEYOR'S STATEMENT Li
w: ` I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,ALL 4aa.
`� �,� Y REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE4 Pc+� 1 t .. COUNTY,VA REGARDING THE PLATING OF SUBDIVISIONS WITHIN THE COUNTY W
�.,J`II° �' `m *,' n,,14: * HAVE BEEN COMPLIED WITH. '�Z
•� t f f„ STATEMENT OF TITLE TMP's 56-36 & 56-36A
, �` a ,.,� /I► DIE LAND SHOWN WAS OBTAINED BY SM CHARLOTTESVILLE,LLC BY DEED DATED 1 t HO 1
.A; D;?-?" j 9/4/2015 AND RECORDED AT D.B.4670 PG.346,AND TO THE BEST OF NY Q 0 HO
s , KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING NE PLATING OF Q ti O
...w�°'+M '� "�illieSITE SUBOIV1510N5. !tl
' "` STATEMENT OF TITLE TMP 56-35 2 0 0 Sh
8
el
THE LAND SHOWN WAS OBTAINED BY LUCKY CREEK,LLC BY DEED DATED t
view
✓� J? 6/30/2011 AND RECORDED AT D B.4054 PG.216,AND TO THE BEST OF MY la 0 r
t �; ,?_ KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATING OF 0<'�,.+�+"' .`'`-�"`� ««. SUBDIVISIONS fA r Z
le n CC =a 1
Ot . i
�� ..;,„, Go gle ;®;,:a
�., R-1 DENSITY CALCULATION AREA SUMMARY L7 t :Q g
VICINITY MAP(1'= 1000't)COURTESY GOOGLE MAPS STANDARD DENSITY = 0.97 DUA ORIGINAL AREA TMP 56-36 18.437 ACf (SEE NOTE 15) W (, 0 j
ORIGINAL AREA TMP 56-36A 3.098 AC t t
BONUS FACTOR 13.4.1 = 5% ORIGINAL AREA TMP 56-35 32.129 AC± (SEE NOTE 15) 1�1--I411
BONUS FACTOR 13.4.2 = 25% PARCEL A TO TIP 56-35 1.059 AC Mom/ M 1 O
TOTAL BONUS DENSITY FACTOR=30% = 0.291 DUA PARCEL B TO TIP 56-36 1.116 AC
MAXIMUM DENSITY ALLOWED = 1.261 DUA PARCEL C TO TAP 56-35 0.666 AC 2
ADJUSTED AREA TAP 56-36 20.926 AC±(SEE NOTE 15)
PERMITTED DENSITY=DEVELOPMENT AREA X MAX DENSITY ADJUSTED AREA 11AP 56-35 32.738 ACf(SEE NOTE 15) 2
= 20.926 AC X 1.261 = 26 UNITS SUBDIVISION OF ADJUSTED TIP 56-36: O III
ll
13.4.1; A 5%IS ALLOWED FOR PROVISION OF SIGNIFICANT LOTS 11.573 AC(25 LOTS) -;
I4 ir
NOTES: LANDSCAPING IN THE FORM OF STREET TREES WITH A PUBLIC R/W 1 257 AC
PERMANENT EASEMENT, OPEN SPACES 1 &3(PRIVATE) 4.599 AC
1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY 13.4.2; A 10%BONUS FACTOR IS ALLOWED IN ACCORDANCE OPEN SPACE 2(PUBLIC) 3.497 AC
INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON AND SAID PROPERTY MAY BE SUBJECT TO INFORMATION WITH SECTION 13.4.2 OF THE ZONING ORDINANCE FOR H Jo `• 5c
DISCLOSED ON A TITLE REPORT BY A UCENSED ATTORNEY. SERVING LOTS WITH AN INTERNAL ROAD SYSTEM WHICH IS TOTAL 20.926 AC ,- '�
2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT THE SOLE ACCESS TO THE EXISTING STATE-MAINTAINED Q a 4- m
CLERK. ROAD SYSTEM. A 15%BONUS FACTOR IS ALLOWED FOR co 0 0
3. FOR TAX MAP PARCELS 56-36&56-36A, THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER DEDICATION OF LAND TO THE COUNTY PARKS SYSTEM.
COUNTY APPROVAL z z w
THE DATE OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY, THERE ARE NO VISIBLE w w x
EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN,SUBJECT TO NOTE 1. C�L� 2 2
4. FOR TAX MAP PARCEL 56-35, THIS PLAT HAS1:D ON PLA I OF SURVEY RECORDED AT D B. 3838, PG. 595. NO NEW `1'4 B -l_) A/E' "0 O O
BOUNDARY SURVEY PERFORMED AS A PART OF WORK FOR THIS PARCEL OTHER THAN PORTION BOUNDING IMP 56-36 ++���A T A'!fE[
THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1. AC£ THE ARD OF SUPERVISORS D CD E F Y
5. THE AREA SHOWN HEREON IS LOCATED IN ZONE'X-AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE'A' FORA 100 � m
YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO237D, EFFECTIVE DATE 2/4/2005,EXCEPT FOR AREAS SHOWN HEREON 9 U 0 0
SHEET V2. THIS DEILRMINATION HAS BEEN MADE BY GRAPHIC METHODS,NO ELEVATION STUDY HAS BEEN PERFORMED AS A W Tn U 0
PORTION OF THIS PROJECT. W w w
6 THESE PARCELS ARE ZONED R1-RESIDENTIAL a a a
7. ALL NEW PUBLIC STREET RIGHT-OF-WAYS SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE. w w
8. ONLY ONE DWELLING UNIT PER PARCEL. uP 5P5 5 a
9. EACH LOT CONTAINS A BUILDING SITE THAT COMPUES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. w w Z
10 THESE PARCELS DO NOT UE WITHIN AN AGRICULTURAL-FORESTAL DISTRICT STATEMENT OF CONSENT TO DIVISION STATEMENT OF CONSENT TO DIVISION cc Ir
11. THESE PARCELS LIE WITHIN THE UCKINGHOLE CREEK WATER SUPPLY WATERSHED. (TMP 56-35) TMP's 56-36 56-36A) w
12. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF O
ALBEMARLE COUNTY. THE PLATING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,BEING THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,BEING Z N
13. THE NEW LOTS AS SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE
14. THERE ARE NO KNOWN IDENTIFICATIONS Of GRAVES, OBJECTS,OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON COUNTY IN DEED BOOK 4054,PAGE 216,ALSO KNOWN AS TAX MAP 56 COUNTY IN DEED BOOK 4670,PAGE 346,ALSO KNOWN AS TAX MAP 56
THE SUBJECT PROPERTY. PARCEL 35,ACCORDING TO COUNTY RECORDS,IS WITH THE FREE PARCELS 36&36A,ACCORDING TO COUNTY RECORDS,IS WITH THE FREE
15. OPEN SPACE PARCELS TO BE OWNED &MAINTAINED BY CHESTERFIELD LANDING H.0 A. CONSENT AND IN ACCORDANCE'NTH THE DESIRE OF THE UNDERSIGNED CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
16 THE MINIMUM BUILDABLE LOT SIZE FOR THIS DEVELOPMENT IS 20,000 SF(0 459 AC.) OWNERS,PROPRIETORS AND TRUSTEES,IF ANY OWNERS,PROPRIETORS AND TRUSTEES,IF ANY.
17 ALL NEW PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS OTHERWISE NOTED cki Q ,�
18. FOR PORTIONS OF TMP 56-36 AND 56-35, BOUNDARY FOLLOWS CENTERUNE LICKINGHOLE CREEK AS IT MEANDERS. co 8
COURSES SHOWN FOR BOUNDARY AND AREA CLOSURE PURPOSES ONLY. AREAS MAY VARY AS CREEK IS LOCATED, AND co Z' v
ARE SHOWN APPROXIMATED 9� I f o , W
19. ALL ACSA WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON AS-BUILT LOCATIONS. yL1,� -� 7, -y.G..
20 THE MINIMUM BUILDING SETBACKS ARE LUCKY CREEK,LLC(AGENT/REPRESENTATIVE) SM CH OTTESVILLE,LLC(AGENT/REPRESENTATIVE) Z
FRONT-5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF NE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY M 4.1
QEn
SEE- NONE,10'MINIMUM BUILDING SEPARATION STATE OF NRGINIA STATE OF VIRG NIA U w
COUNTY OF ALBEMARLE COONTY-9F-#BEMARhE C.11.4 C W,yI elirsv.11r , W
REAR- 20 TO MT.I THE FOREGOING INSTRUMENT WASD 1ACCK_NOWLEDGED BEFORE ME TO WIT THE_FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME pa EL
FRONT LOADING GARAGE. 18 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE BY M ICI laC-.- Z. `tea. ram. BY 144a+ttr C C. I10 IZ.W 4Ir4-14 0
RIGHT-OF-WAY ON BEHALF, OF LUCKY CREEK,LLC .J ON BEHALF OF SM CHARLOTTESVILLE,LLC u") w q
RIGHT-OF-WAYSIDE LGARAGE 5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF NE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE THIS 11 DAY OF l L�]i- 20J.Sx TH Y Tests 20L, a.Q E--I J
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V5 SUBDIVISION PLAT No.2492
V6 EASEMENTS t [/7//t 1 OF 7
V7 EASEMENT TABLES
SLIW>;V DATE: JANUARY 21,2016
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• D B 3386 PG. 412 C R
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/ NO2'48'2YE�' S61'11 18.437 AC.± SO'RWSA SANITARY °'9� 65.98' 2 W
108.65' • 5.26' SEWER EASEMENT SSMH B 00 YEAR FLOOD OMIT&STREAM BUFFER
•1 (SEE NOTE 18) '•.(D B 829 PG. 41) IPF 0 25.14'-1 3 (SEE NOTE 12)
r _
AS SHOWN ON PLANS FOR CHESIENFlELO " W `., c7 0
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IPF IRON PIN FOUND g c j 32.129 AC.t o s~ F r .
l IPF (SEE NOTE 18) N/F CORY FARM �. ,• z z >
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DB DEED BOOK va PLAT OF SURVEY RECORDED AT D.B. 3838, >c� O 0
HOMEOWNERS ASSOCIATION, INC 1
R/W RIGHT-OF-WAY f ,n,> PG. 595.NO NEW BOUNDARY SURVEY ..'r. D B. 1597 PG. 209 G 7 Cl] 0 0
SF SQUARE FEET _ PERFORMED AS A PART OF WORK FOR 4, Q a a
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(SEE NOTE 18) L12 10 0 co
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N/F ROY LESTER OR PAMELA SUE TOMBS
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/ D.B. 1523 PG. 79 N/F JUDITH S. HERRING F'.,
Line Direction Length %' / D.B 666 PG. 109 ca z 8 Z
L1 S 38'01'11'E 22.05' / co 0
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L8 S 5515'36"W 26.88' Jr:"' I v w II= E-+
L9 S 12'42'33"E 84.70' A ‘.( O3- -
L10 S 8311'25'W 25.84' Curve Table
a� m W
L11 S 23'05'38' W 22.08' Curve Length Radius Delta Tangent Chord Chord Bearing PROJECT NO: 8632
�pL,TH OF
L12 S 3924'39'W 29.18' Cl 22781' 444.17' 2923'08' 116.47' 225.32' N 13'34'35'E 00�`� G/,fix SHEET NO,
L13 S 06'50'53' W 5224' C2 227.59' 1652.81' T53'23' 113.98' 227.41' N 05'03'37'W Z C
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No.2492
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SCALE: 1"=200'
L16 S 5039'36' W 70.07' C5 46.29' 130.91' 2015'34' 23.39' 46.05' N 0719'20'W - S DATE. JANUARY 21,2016
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. PROJECT NO. 8632
L20 S 87'36'31" W 10.68' L28 S 68'35'12'W 8481' , ,1.TH Op
L/ SHEET NO.
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SURD DATE. JANUARY 21,2015
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SBL BUILDING SETBACK LINE " V a F ai
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DB DEED BOOK PROJECT NO: 8632
R/W RIGHT-OF-WAY ��p1 TH OF G
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No.2492
SCALE: 1"=60' LSUR �g 4 OF 7
1 SC1R
PATE. JANUARY21,2015
Curve Table Curve Table
Vy PO „
Curve Length Radius Delta Tangent Chord Chord Bearing Curve Length Radius Delta Tangent Chord Chord Bearing ^ W
•
G..02) C6 243.43' 378.00' 36'53'52' 126.10' 239.24' N 2015'27" W C15 137.49' 1018.00' 7'44'18' 68.85' 137 38' N 70'38'30"E
p' \ *ap?, C7 340.56' 150200' 12'59'28" 171.01' 339.83' S 0818'14'E C16 3312' 31.50' 6014'19' 18.27' 31 61' S 44'23'30' W :
b
sb�lA�r2�:i ` C8 26.40' 298.06' 5'04'33' 13.21' 26.40' S 1215'42"E C17 31.06' 31.50' 56'30'04' 16.93' 29.82' S 7714'17" E Q
0*�'�� C9 104 09' 1017.87' 5'51'33' 52.09' 104.05' N 06'47'39' W C18 132.63' 982.00' 7'44'18" 66.41' 132.53' N 70'38'30' E C
6,,v C10 104.46' 981.87' 6'05'43' 52.28' 104.41' S 06'40'34'E 019 363.83' 1218.00' 17'06'54" 183.28' 362.48' S 7519'48" W (/] `0
2
Cli 23.22' 262.06' 5'04'33' 11.62' 23.21' S 1215'42'E C20 33.44' 21 50' 89'07'04" 21.17' 30.17' N 3919'43" E 2 2 u
ig I
60 0 60 120 180 C12 178.94' 1538.00' 6'39'59' 89.57' 178.84' S 11'27'59'E C21 91.85' 1538.00' 325'18' 45 94' 91.84' N 03'31'10'W a
iiiii iinsmion�� Qicb' 2
SCALE. 1"=60' C13 33.01' 21 50' 87'58'45' 20.75' 29.86' S 52'07'22"E C22 229 61' 342.00' 38'28'01" 119 32' 225.32' N 21'02'31' W
A =0
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90' /
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N/F TERRY L. CHERYL L. PLUMMER I IPF IRON PIN FOUND t`0
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SUR DATE JANUARY 21,2015
100 YEAR FLOOD LIMIT&STREAM BUFFER APPROXIMATE LOCATION \
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PROJECT REVISIONS.
TITLE: SUBDIVISION OF I
TAX MAP 56 PARCELS 35, 36 Sc 36A NO. DESCRIPTION DATE: ROUDABUSH, GALE &ASSOCIATES, INC.
G. C CHESTERFIELD LANDING 2 REVISED PER COUNTY COMMENTS 415-18
G. 2 REVISED PER COUNTY COMMENTS 6-7-16 ENGINEERS, SURVEYORS AND LAND PLANNERS
WRITE HAIL DISTRICT, A BEMARTF COUNTY, VA '� A SERVINPROFEG
8/ONAL OO SINCE
I /ON e
elAVlNQ V/RO/N/A 81NCE rase
SHEET TITLE: 814MONTICB.LO ROAD-�Vfl NIA22802 Y
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EASEMENT TABLES SCALE: DRAWN BY. CHECKED BY: � �sa�n -FAx4s4asz24
cr.,; NIA KCW KCW BAAL WFOGROl BUSH'C061