HomeMy WebLinkAboutSUB201900174 Plan - Other (not approved) 2020-09-11SOUTHWOOD REDEVELOPMENT -VILLAGE 1
SUB201900174
ROAD PLAN
COUNTY OF ALBEMARLE, VIRGINIA
SITE INFORMATION
TAX MAP PARCEL, ZONING, AND OWNER INFO:
TOTAL AREA (ALL PARCELS): 119.78 ACRES
LIMITS OF DISTURBANCE: 15.68 ACRES
OVERLAY DISTRICT: ENTRANCE CORRIDOR
MAGISTERIAL DISTRICT: SCOTTSVILLE
09OA1-00-00-001EO
PARCEL AREA: 22.92 ACRES
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)
09000-00-00-001AO
PARCEL AREA: 8.83 ACRES
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)
09OA1-00-00-001DO
PARCEL AREA: 86.80 ACRES
ZONING: R2 RESIDENTIAL
07600-00-00-051AO
PARCEL AREA: 1.23 ACRES
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)
DB 4706 PG. 198
SOUTHWOOD CHARLOTTESVILLE LLC
919 WEST MAIN STREET
CHARLOTTESVILLE, VIRGINIA 22903
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
TELEPHONE: 540.885.092 0
CONTACT: PAUL HUBER, L.S.
PAU L. HUBER@TIMMONS.COM
SURVEY CONDUCTED: MARCH 2O19
DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID
VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS
UTILITIES: ACSA SANITARY AND WATER SERVICE, WITHIN MS4 BOUNDARY
DRAINAGE DISTRICT: MOORES CREEK
THE SOUTHERN PORTION OF THE PARCEL 9OA1-1 E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PER
FEMA MAP NUMBER 51003C0407D, EFFECTIVE 02104/2005) AND CONTAINS A STREAM BUFFER.
IMPERVIOUS AREA
EXISTING IMPERVIOUS AREA = 0.24 AC.
PROPOSED IMPERVIOUS AREA = 6.48 AC.
LIGHTING: A RESIDENTIAL -SCALE POLE MOUNTED DUSK TO DAWN LIGHT SHALL BE PROVIDED ON EACH LOT AND
SHALL NOT EXCEED 3,000 LUMENS.
NOTE: SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND
MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE.
Table 3: Phase 1 Site Trip Generation
ITE
AM PEAK HOUR
PM PEAK HOUR
LAND USE
CODE
AMOUNT UNITS
ADT
IN
OUT
TOTAL
LN
OUT
TOTAL
Phase 1
Residentialt't
Apartments/Townhomes
22011
270 D.U.
2.000
28
95
123
90
53
143
Single Family
210
30 D.U.
343
7
19
26
20
12
32
Residanhaf Subtotal
300 D.U.
2,343
35
114
149
110
65
175
Commercial
Retell
820
25,000 S.F.
944
15
9
24
46
49
95
Office
710
25,000 S.F.
277
43
7
50
5
26
31
Commercial Subtotal
50,000 S.F.
1,221
58
16
74
5/
75
126
Phase 1 Total'
1564
93
130
223
161
140
301
Phase 2
Residential" I
Apartments/Townhomes
22012)
143 D.U.
1.040
15
52
67
51
30
81
Single Family
210
16 D.U.
193
4
12
16
11
6
17
Rosidenl/af Subtotal
159 D.U.
1,233
19
64
83
62
36
96
Phase 2 Total
1,233
19
64
83
62
36
98
Southwood Total (Phase 1 + Phase 2)
4,797
112
194
306
223
176
399
VILLAGE 1 SITE PLAN TRIP GENERATION
WEEKDAY
LAND USE
IT
AMOUNT
UNITS
ADT
AM PEAK HOUR
PM PEAK HOUR
CODE
IN
OUT
TOTAL
IN
OUT
TOTAL
APARTMENTS/
TOWNHOMES
220
20
D.U.
149
3
8
11
7
4
11
SINGLE
210
29
D.U.
332
7
19
26
20
12
32
FAMILY
VILLAGE 1 TOTAL
49
D.U.
481
10
27
37
27
16
43
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VICINITY MAP
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DEVELOPER:
SOUTHWOOD CHARLOTTESVILLE LLC
919 WEST MAIN STREET
CHAROTTESVILLE, VA 22903
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: (434) 327-1688
Sheet List Table
Sheet Number
Sheet Title
C0.00
COVER
C0.01
CODE OF DEVELOPMENT PROFFERS & TABLES
C1.00
NOTES & DETAILS
C1.01
NOTES & DETAILS
C1.02
NOTES & DETAILS
C2.00
EXISTING CONDITIONS & DEMOLITION PLAN
C4.00
BLOCKS & OVERALL PLAN
C4.01
LAYOUT & UTILITIES PLAN
C4.02
LAYOUT & UTILITIES PLAN
C4.03
LAYOUT & UTILITIES PLAN
C4.04
LAYOUT & UTILITIES PLAN
C4.05
HOUSING & DENSITY PLAN
C4.06
OPEN SPACE PLAN
C4.07
GRADING & DRAINAGE PLAN
C4.08
GRADING & DRAINAGE PLAN
C4.09
GRADING & DRAINAGE PLAN
C4.10
GRADING & DRAINAGE PLAN
C4.11
DETAILED GRADING PLAN
C4.12
DETAILED GRADING PLAN
C4.13
DETAILED GRADING PLAN
C5.00
ROAD PLAN
C5.01
ROAD PLAN
C5.02
ROAD PLAN
C5.03
SIGHT DISTANCE PROFILES
C5.04
SIGHT DISTANCE PROFILES
C5.05
SIGHT DISTANCE PROFILES
C5.06
SIGHT DISTANCE PROFILES
C5.07
SIGHT DISTANCE PROFILES
C6.03
STORMWATER SUMMARY PLAN
C6.04
STORMWATER SUMMARY PLAN
C6.05
PIPE & INLET CALCULATIONS
C6.06
PIPE & INLET CALCULATIONS
C6.07
CULVERT CALCULATIONS
C7.00
STORM PROFILES
C7.01
STORM PROFILES
C7.02
STORM PROFILES
C7.03
STORM PROFILES
C7.04
STORM PROFILES
C7.05
UTILITY PROFILES
C7.06
UTILITY PROFILES
C7.07
UTILITY PROFILES
C8.00
ROAD PROFILES
C8.01
ROAD PROFILES
C8.02
ROAD PROFILES
C8.03
ROAD PROFILES
C8.04
ROAD PROFILES
L1.01
OVERALL SITE LANDSCAPE PLAN
L1.02
PLANTING PLAN
L1.03
PLANTING PLAN
L1.03
STORMWATER BMP PLANTING PLANS
NUMBER OF SHEETS= 50
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10130119
DRAWN BY
C. GAYNER
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. SHIFFLETT
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30B NO.
40919
Source: ITE Trip Generation, 10th Edition,
1. Residential trip generation assumes 100% of the units will be single family dwelling units. All others will be apartmemsttownhornes.
2. ITE includes lownhomes and apartments in the same category with the 1001 edition.
3. The ouerell detelopment (Phase 1 + Phase 2) is capped at 5.000 daily trips. To ensure maximum flexibility, Phase 1 trips were
assumed to be split evenly between residential and commercial uses.
4. Phase 2 consists of 500 total units but will replace the existing 341 units currently on site for a nett increase of 159 =its-
L
SHEET NO.
C0.00
DI
FLEXIBLE USE STRUCTURES
LOT GROSS FLOOR HEIGHT FRONT SIDE REAR PARKING
AREA (SF) SETBACK SETBACK SETBACK
FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING:
A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE
PERMITTED WITH ANY SINGLE-FAMILY DWELLING.
B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM
GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE
MAIN DWELLING UNIT, WHICHEVER IS GREATER.
C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA
OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS
5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT
IS REGULATED.
D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50%
OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER.
E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL
BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING.
F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT.
NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE
STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT
SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF
(3) THREE FEET.
G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO
REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR
PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS
LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT
ALLOWANCES.
H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION
CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND
REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT
TO PERMITTING PROCESSES AND REGULATIONS.
I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE
FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE
FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES.
HOUSING MIXTURE PLAN TABLE
PARKING REQUIRED AND PROVIDED
TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK
TOTAL PARKING TOTAL PARKING
PARKING SPACE
NEIGHBORHOOD CENTER SPECIAL AREA
LOTS HOUSING TYPE
SPACES SPACES
LOCATION
REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM
REQUIRED PROVIDED
HICKORY STREET RIGHT-OF-WAY)
3, 12, SINGLE FAMILY DETACHED
34
6 6
(4) ON -SITE,
(2) ON CARDINAL LANE
BUILDING HEIGHT
MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES
MAX. 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50'
5, 8-11,
DUPLEXES
16 + 2 GUEST 18
E,
NEW HORIZON-SION
(1) ON NEW HORIZON DRIVE,
FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKOI
37, 38
= 18
(1) ON WARDELL CREST
MIN. 5' S' 5' 5' 10'
M°X 25' 25' 25' 18'A 28'A
13 MULTIFAMILY
40 40 (2 ADA VAN )
, 1
39 ( ) PARKING LOT) (
STEPBACe
(2) 6-UNIT AND (2) 4-UNIT
ON CARDINAL LANE
MIN. N/A N/A 15'E 15'E 15'E
14-23 TOWNHOMES
20 + 2 GUEST 22
20 GARAGE, 2 ON
( )
AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45'
= 22
CARDINAL LANE
A
SIDE SETBACK
25-32 TOWNHOMES
16+2 GUEST 18
(16) ON -SITE, (2) ON
MIN. NO MIN.
= 18
WARDELL CREST
NO MAX. NO MAX. NO MAX. NO MAX.
MAX. NO MAX.
REAR SETBACK
MIN. NO MIN. 5' 5' 5' NO MIN.
MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX.
TRAIL BUFFER SETBACKS
MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN.
MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX.
GARAGE SETBACKc TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT
FRONT ACCESS MIN./MAX. 4.19c / NO MAX ALLOWED IN THESE BLOCKS, ALL GARAGE ACCESS MUST BE SIDE LOADED OR
RELEGATED TO THE REAR OF THE BUILDING.
MAX. PORCH & DECK 4' 4' 4' 4' 9'
ENCROACHMENT
MAX. EAVE & OVERHANG 2' 2' 3' 3' 3'
ENCROACHMENT
SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF
FOOTPRINT MAX. NON-RES.
STREET FACING BUILDING
LENGTH
MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50'
MAX. 200' 200' 200' 200' 275'
MIN. AIR PASSAGE WIDTH 10' 10, 10, 10, 10,
A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR
COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE.
B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE
BUILDING AND THE TRAIL BUFFER.
c THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (3') FROM THE PRIMARY STREET FACING
BUILDING FACADE.
D A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'.
E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY.
F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY
APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2).
c FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH
WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'.
BLOCK
HOUSING TYPES
Tenure type
AMI Range
Affordability
Provisions
Period
Approximate
Number
(range)
Number
Provided
SUB201900174
1-2
N/A — Open Space
Market Single Family
Attached
Ownership/rental
Unrestricted
NA
0-20
0
Market Single Family
Detached
Ownership/rental
Unrestricted
NA
0-40
0
3-4
Habitat Single Family
Attached
Ownership
25%-80% AMI
40 yrs
0-15
4
Habitat Single Family
Detached
Ownership
25%-80% AMI
40 yrs
0-10
1
Accessory Units
Rental
0%-80%AMI
10 yrs
0-5
0
Market Single Family
Attached
Ownership/rental
Unrestricted
NA
0-12
0
Market Single Family
Detached
Ownership/rental
Unrestricted
NA
0-10
0
Deeply Discounted Units
Rental
0%-30%AMI
variable
0-5
5
Habitat Condominium
Ownership
20%-80% AMI
40 yrs
0-20
15
8
Habitat Townhome
Ownership
25%-80% AMI
40 yrs
0-30
18
5
Habitat Single Family
Attached
Ownership
25%-80% AMI
40 yrs
0-15
4
Habitat Single Family
Detached
Ownership
40%-80% AMI
40 yrs
0-10
2
Workforce
Ownership/Rental
60%-120% AMI
NA
0-10
0
Accessory Units/Carriage
Units
Rental
0%-80% AMI
10 yrs
0-5
0
Market Apartments
Rental
Unrestricted
NA
200-225
0
Market Townhomes
Rental
Unrestricted
NA
0-30
0
9-12
Habitat Townhomes
Ownership
25%-80% AMI
40 yrs
0-30
0
Deeply Discounted Units
I Rental
0%-30%AMI
1 variable
0-5
0
LIHTC Apartments
I Rental
40%-60% AMI
130 yrs
80
0
Original Proffers X
Amendment
PROFFER STATEMENT
ZMA No. 2018-003
Tax Map and Parcel Number(s): 09000-00-00-001A0, 090A1-00-00-001E0, 07600-00-00-051AO
Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC
Date of Proffer Signature: _August 2, 2019
33.96 acres; TMP 90-IA (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMll and TMP
90A1-1E (23.33 acres) which is to be rezoned from NMD to NMD.
Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00-
001A0, 090A1-00-00-001E0, 07600-00-00-051AO (the "Property) which is the subject of rezoning application
ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project').
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the
conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified
above. These conditions are voluntarily proffered as a part of the requested rezoning and the Owner
acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a
reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects
the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017.
1. Removal of Proffers and Amendment of Code of Development for Biscuit Run 27 A 2005-00017
included on Tax May Parcel 090A1-00-00-OOIE0. All existing proffers associated with the Code of
Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parcel 090A1-
00-00-001EO are hereby removed and superseded by these proffers. Tax Map parcel 090A 1 -00-00-00 1 EO
(along with parcels 09000-00-00-001AO and 07600-00-005 1 AO) shall comply with the application plan and
the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February
20, 2018, last revised July 29, 2019.
2. Trails, Parks, Civic Spaces.
a. GreenwaY Connections to Potential Adjacent County Parkland. At any time from approval of this
rezoning application until the final certificate of occupancy is granted for Phase I, upon written
request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and
within six (6) months of the aforementioned written request, an easement, deed property within the 8.0
acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the
County to provide a public trail connection between the Trail described in paragraph 2(b) below and any
trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under
easement, associated trail connection, associated signage, and any associated structures shall be
maintained in perpetuity by Albemarle County.
b. Trail Network. The Owner shall establish a trail on the Property ("tire Trail"), consistent with the
County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and
amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general
location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however
exact trail locations shall be determined by the Owner based on site conditions and the then -current uses
of the green space and amenity area and in coordination with the County. Installation of the Trail shall
commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially
completed prior to issuance of the one hundredth (I OO h) Permit for a dwelling within Blocks 3-8. The
Trail shall be maintained by a property owners association established for Southwood. The public trail
connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a)
shall be maintained by the County as described in section 2a above.
c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to
the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be
provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase I streets, a Class B type
2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent
property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the
public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to
the issuance of the 300`s Certificate of Occupancy in Phase 1.
SOUTHWOOD CHARLOTTESVII.LE, LLC,
a Virginia 7Tt�y
By:
Dan R so ensweig, Manager
40UT
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DATE
10130119
DRAWN BY
C. GAYNER
DESIGNED BY
C. SHIFFLEff
CHECKED BY
C. SHIFFLEff
SCALE
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LEGEND
GENERALNOTES
1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS
INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED
WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S
SPECIFICATIONS AND STANDARDS.
3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL
FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY
CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS,
SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES,
THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED
BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN
THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND
SPECIFICATIONS.
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR
REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED
TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS
AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT
SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL
MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY
WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES.
(N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO
THE PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL
FACILITIES AS DEEMED NECESSARY .
17.
VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD
ACSA GENERAL WATER &SEWER CONDITIONS
INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR
INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
JUNE 27, 2019
18.
A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS
PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
1.
WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL
19.
THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST
BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
2.
THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF
20.
THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED
CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR
3.
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
21.
A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT
LINES AND STRUCTURES, AS NECESSARY.
STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
4.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
22.
ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
SUBGRADE.
5.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
23.
CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
7.
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE,
24.
APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A
OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF
8.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
WAY. (N/A)
9.
VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
25.
GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
THE LINE.
OF ROAD. (N/A)
10.
TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
26.
ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
11.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE
SLOPE OF 0.004 ft./ft.
JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
27.
WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A
12.
THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL
20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER
LATERAL STUB -OUT
SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
28.
CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE
13.
THE SEINER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF
STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE
THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
29.
ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM
14.
THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER
STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03.
MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS
30.
THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE
31.
HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
CONTRACTOR.
32.
ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT
15.
ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL
THE END OF THE DAY
APPROVAL IS GIVEN BY THE ACSA.
Albemarle County
As -built Road Plan Policy
As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle
County. The following is a list of the minimum information required on the drawings. Additional information
may be requested. The County only reviews private road as -built plans. The county does not review or
approve public road as-builts. For questions regarding public roads, please consult with VDOT.
1. A signed and dated professional seal of the preparing engineer or surveyor.
2. The name and address of the firm and individual preparing the drawings on the title sheet.
3. "As -built" must be labeled on the drawings with the date of preparation or revision.
4. The constructed location of all items associated with the road construction must be shown. The items
include, but are not limited to the following:
a. Horizontal Alignment - Show and label measurement points, and an interpreted line between
measurements. Show the as -built centerline over the design centerline. Distinguish between the design
elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and
at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway
within the right-of-way or easement. An portions outside the right-of-way or easement must be
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corrected by plat or construction.
b. Vertical Alignment - Show and label measurement points, and an interpreted line between
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measurements. Show the as -built centerline over the design centerline. Distinguish between them by
labels and line type. Write the constructed vertical elevations adjacent to the design elevations.
Distinguish between the elevations by striking a single line through the design elevation. Measurements
shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built
centerline. For alignments which deviate significantly from the design, provide curvature and sight -
distances. Corrections may be required for alterations from the design alignment.
b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every
station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges
over the design edges. Show and label constructed edge of pavement radii for all intersections and cul-
de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included.
c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure,
culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert
elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide
computations verifying design standards.
d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of
flow, and linings.
e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must
be within platted right-of-way or drainage easements. Provide copies of recorded documents.
e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and
applied end treatments, compared to design.
f. Right of way and associated easements - Label deed book and page numbers for all dedicated right-
of-ways, sight easements, slope easements, etc., and provide copies of recorded documents.
g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike
through any design elements which were not applied. Inspection reports are required for fill
compaction, CBR's, and pavement applications.
h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species.
i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features.
Albemarle County
Public Road Acceptance Procedure
The processing, inspection and acceptance of public roads is administered solely by VDOT. The
County is not involved in this process until the road is ready for acceptance.
County bond releases (or partial releases) will be considered on public roads for all portions approved
by VDOT. The following items are required to be submitted for bond releases to be considered:
1. Bond Inspection Request and fee
A form and fee are required for each bond, such as for a project with multiple phases and bonds.
2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements,
and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's
office.
An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not
always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the
road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-
way and easements.
3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of
Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about
six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road
additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior
to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form
of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is
sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if
outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it tames much less
weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how
long improvements may sit, or need replacement, partial releases may not be possible.
4. Signed and sealed letter from a professional engineer listing and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not
use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord".
Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and
other field verifications should be cited and included. Tolerances should be noted. The items not built according to
plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street
trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or
deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and
attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In
short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and
construction have been inspected, investigated and documented, and are certified in detail, and county staff will not
be in the position of discovering discrepancies and deficiencies in the field.
5. Certificate of Completion
This form must be received for release of a bond. It is available on the county website. In the case of reductions, a
letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must
be signed by the owner. This form says all subdivision improvements have been completed. It also says that all
construction conforms to approved plans and any discrepancies have been approved by the County. This means the
as -built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be
documented in acceptance correspondence or punchlists.
33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED
BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES.
35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A
STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR
A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI.
CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131).
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL
MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION
OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES;
CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY
EROSION CONTROL INSPECTOR.
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK
PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS
VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT
NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION
CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO
PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING
EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL
BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE
OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF
7:OOAM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER
TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND
DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER
MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF
THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE
MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH
AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE
APPLIED AT 80LBS/I OOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE
LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE
APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE
AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW
MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
INSPECTOR.
19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING
TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET
STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD
STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED
AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE
STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER
PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND
DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B)
COUNTY OF ALBEMARLE
1 Department of Community Development
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Construction Record Drawings (As -built) for VSNW
The following is a list of information required on construction record drawings for
stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the
construction record drawing be prepared by someone other than the designer. Please do not
provide design drawings as construction record drawings.
A. A signed and dated professional seal of the preparing engineer or surveyor.
B. The name and address of the firm and individual preparing the drawings on the title sheet.
C. The constructed location of all items associated with each facility, and the inspection records to verify
proper dimensions, materials and installation. The items include, but are not limited to the following:
1. Inspection Records and photographs for pipe trenches and bedding, including underdrains.
2. Video Pipe Inspection for an pipes which are not accessible or viewable.
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3. Updated Location with geo-coordinates of all facilities.
4. Verified Drainage Area maps for the drainage area treated and for drainage to the facilities.
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5. Current physical and topographic survey for all earthen structures. Ponds should include a survey
of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required
for alterations from the design.
6. Plants, location and type.
7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the
installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s),
inlet and outlet protection, alignment and invert elevations compared to design.
8. Computations: For significant deviations from design, provide sealed computations verifying that
the as -built condition is equivalent or better than design.
9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical
sections and linings.
10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage
must be within platted easements. Provide copies of recorded documents.
11. Guardrail, fences or other safety provisions - Display the constructed location of all safety
provisions; fences, guardrail, including the type, length and applied end treatments, compared to
design.
12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to
material types and depths. Include inspection reports, boring or test pit reports and materials
certifications. Biofilter media must be an approved state mix.
13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable.
14. Compaction reports are required to verify fill compaction in dams.
15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning.
Albemarle County Engineering
Final Plan General Notes
Page I of 4
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
1. Prior to any construction within any existing public right-of-way, including connection to
any existing road, a permit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect therequirements of
P ( ) P Y Y
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable,
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
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DATE
10130119
DRAWN BY
C. GAYNER
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. SHIFFLETT
SCALE
N.A.
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JOB NO.
40919
SHEET NO.
C1.00
L
CD-1
1 EW-72
TOP OF CUT PA=UMrrS ROTO�-PAVEMENT BEORSUBBASE DITCH LINE EL
FLL RAREHOULDER ME
COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT /
CENTER LINE SECTION TRAVEL LANES
(WITH TYPE 1 SELECT MATERIAL) - sC- - - �45
1 ;
`^ 5•
TRENCH PLACEMENT [EEMTE OF PAVEMENT l PAY LIMITS FOR
\` OUTLET PIPE TO
LDER LINE \ BEGIN WITH 45•
�- PAVEMENT SURFACE & BASE ELBOW
SUBBASE OF TOE OF FlLL
�/
o�h, w-t2
o- o -o -
o- E-- SELECT MATERIAL TYPE IORII O�v (TYPICALI
057 AGGREGATE, 88 AGGREGATE OR CRUSHED
._^MI GLASS MEETING NB GRADATION REOUREMENTS. PLAN VIEW
I CEO7EXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN)
OR �- PAVEMENT SURFACE & BASE
SUBBASE OR CEMENT STMLIZED SUBBASE
o- o o o o - o - o - -(CEMENT
MATERIAL TYK N OR SUBGRADE
o-o- oho-o-o o (CEMENT OR LIME STABILIZED)
GEOTEXTLE #57 AGGREGATE, N8 AGGREGATE OR CRUSHED
PORNNACE GLASS MEETING N8 GRADATION REQUIREMENTS. GENERAL NOTES
AR
i. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAN WILL NOT BE
LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABLIZED.
2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO
INSURE COMPACTNESS.
NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND
SHALL BE PLACED AL ON A GRADE PARLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X
DESIRABLE) MADE.
TYPE OF PPE
CRUSHING STRENGTH
if W,T.
4" MOM. OIAIETER
A(W.T.
B" NON. DIAMETER
SMOOTH WALL PVC
.103
0.153
SMOOTH WALL PE1
70 PSI X)O(
1
1 70 PSI ftMft
4. ON CURB AM GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWSE PROVIDE
OUTLETS FOR UNDERDRNNS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP
INLETS OR MANHOLES.
5. ON SUPERELEVATED SECTIONS,TRENCH S TO BE UNDER ENTIRE PAVEMENT AREA
WITH OUTLET PIPE ON LOW SIDE ONLY,
8. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE
INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE.
* WALL THICNTE55 (MIN) -INCHES 7. ALL CONNECTIONS (ELBOWS. WYES. ETC.) WITHIN PAY UNITS FOR OUTLET PIPE ME TO
BE OF THE SINE CRUSHING STRENGTH AS THE OUTLET PIPE.
MIN TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION.
S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE
STRUCTURE.
�VDOT SPECIFICATION
ROM AND BRIDGE STANDARDSSTANDARD COMBINATION UNDERDRAIN REFERENCE
SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232
501
108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701
CD-2
FOR
BUB"2SE TOP OF CUT
ME TOE OF FLL
FILL COMBINATION UNDERDRAIN W DITug.
SHIXLDER LIE
LIEGE OF PAVEMENTCOMBINATION UNDERDRAIN CD-2 ON FILLS L LASSCENTER LINE SECTION ---�-- (WITH TYPE 1SELECT MATERIAL)GE OF PAVEMENTTRENCH PLACEMENT s ouLODR LIE OF FILL
PAVEMENT SURFACE SURFACE & BASE /
0 0 0 0 0 0 0 o SUBBASE LIMITS OF PAY FOR
o - o- o- o 0 0- o o c - o - o - �-SELECT MATERIAL TYPE I OR II OUTLET PPE
o-'� --o---o-e-o--�o-o o PLAN VIEW SHOWING PLACEMENT OF
CD-2 UNDERDRAIN
&57 AGGREGATE, 48 AGGREGATE OR CRUSHED
GEOTEXTILE p-0„ GLASS MEETING 48 GRADATION REQUIREMENTS.
NON -PERFORATED OUTLET PIPE
FABRIC
OR
i-PAVEMENT SURFACE & BASE
TYPE OF PIPE
CRUSHING STRENGTH
NI W T
" NOW DIAMETER
XW,T,
6" NOM. DIAMETER
SMOOTH WALL PVC
1 .103
1
1 0.153
SMOOTH WALL PE
1
1 70 PSI *M*
1
1 70 PS XMIX
0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE
�-SELECT MATERIAL TYPE1 OR SUBGRME *WALL THICKNESS (LAN) -INCHES
oPo o� •::::••, �oPo Po P000 (CEMENT OR LIME STABILIZED) *MXTESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION.
RS] AGGREGATE, N8 AGGREGATE OR CRUSHED
GEOTEXTILE CLASS MEETING A5 GRADATION REQUIREMENTS.
MANAGE
FABRIC GENERAL NOTES
1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAPED TO
INSURE COMPACTNESS.
APPROACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND
SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN, (3X
DESIRABLE) GRADE.
BRDGE CD 2 SUBBASE 3. ON CUB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE
OUTLETS FOR UNDERDRNNS, THEY ARE TO BE LOCATED SO AS TO DRAM INTO DROP
CD-2 - INLETS OR MANHOLES.
5'-0" S� N� 2218 IISE�1DEPTHTYPE I 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA
WITH OUTLET PPE ON LOW SIDE ONLY.
S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-0" MOVE
INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE.
PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ME TO
BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE.
7. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE
STRUCTURE.
SPECIFICATION STANDARD COMBINATION UNDERDRAIN �VC7OT
REFERENCE
ROAD AND BRIDGE STANDARDS
232 (AT GRADE SAGS AND BRIDGE APPROACHES)
501 REVISION DATE SHEET 1 OF 1
701 VIRGINIA DEPARTMENT OF TRANSPORTATION D8,05
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 R CAST N PLACE.
4000 PS F PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CUB)
SHALL BE PAD FOR AS RADIAL COMBINATION
CUB & GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER, THE BOTTOM OF THE CURB It GUTTER
SHNI BE CONSTRUCTED PMALLEL TO THE SLOPE
OF SUBBASE COURSES AND TO THE DEPTH OF
THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CO-6
IS BASED ON ROADWAY CLASSIFICATION AND
R THE ROM DESIGSPEED N MMANUALWN 'IN THE"DIX SECTION
ON GS URBAN STANDARDS.
D
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D
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D o D � D
♦
.
♦ . ♦ '
A
BE CONCRETE
OF THE CONTRACTOR
COMBINATION 6" CURB AND GUTTER ROM AMD BRIDGE STANDARDS
105 REVISRN DATE SHEET 1201.0OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
3
`LENGTH
5' FROM EP
ANL,nvK VV1 I n 78
REBARIMBEDDED
24" IN GROUND;
2 PER WHEEL STOP
ROAD CROSS SECTION
HICKORY STREET
(25 MPH DESIGN SPEED)
CG-6 13'
-JI 26
5' (TRAVEL LANE)
_ 20%
1 L COMPACTED SUBGRADE
56'
SIDEWALK (PLANTING STRIP)
NOTE: ROAD CROSS SECTION COMPLIES WITH
VDOT SSAR DESIGN STANDARDS.
PRECAST CONC. WHEEL STOP HICKORY STREET CROSS SECTION
No Scale No Scale
A
A J
R1-1
STOP
'Reduce spacing 40%
A
B
C
D
E
F
18
.375
6
6 C
3
775
24
.625
8
8 C
4
10
30
.75
10
10 C
5
125
36
.875
12
12 C
6
15
48
1.25
16
16 C
8
20
COLORS: LEGEND - WHITE (RETROREFLECTNE)
BACKGROUND - RED (RETROREFLECRVE)
1-1
MUTCD STOP SIGN DETAIL
No Scale
Outside Lane Closure Operation on a Four -Lane Roadway
(Figure TTC-16.0)
END
ROAD -WORK Ii1 Wr� ROAD WORK G20-2 (V)
500' ±
SHADOW VEHICLE
REQUIRED
(TMA REQUIREMENT
SEE NOTE 8)
SEE
NOTE 7
SEE _
NOTE 5
SEE NOTES -
2&3
I i■
SEE -
NOTE 2
R4-V7L KEEP
LEFT
SEE
NOTE 2
RIGNT
LANE
CLOSED
HFAO
SEE _
NOTE 2
ROAD
WORK
AHEAD
MOT PLAN
No Scale
80' 120'
ILLUMINATED FLASHING
0 (AMBER CAUTION MODE)
TYPE B OR C
O I0
0
0 ILLUMINATED FLASHING
0 AMBER ARROW
0 H TYPE C
SEE NOTES 3 & 6
O
0 0 SHOULDER TAPER
0`l SEE NOTE 5
W4-2R
i
y LAHE ENDS W9-2L
MEflGE
LEFT
RIGHT
j LANE W9-3L�
CLOSED
HEAD
1
ROAD
ml6_WORK W20-1
AHEAD
8, -
1.5" SM-9.5A 5' (PARKING)
11' (BIKE LANE) CG 6
(TRAVEL LANE) �{
2%
`2" IM-19.OA
3" BM-25.OA 6'
(PLANTING STRIP)
RIGHT OF WAY
AGGREGATE SHALL EXTEND
l' BEYOND THE BACK OF CURB (TYP.)
STEEL
EDGING
I -
ROT -RESISTANT
LANDSCAPE FABRIC -
TURN UP AT EDGES
STONE DUST PATH SECTION
No Scale
NON -SLIP BROOM FINISH
ROAD CROSS SECTION
WARDELL CREST
(25 MPH DESIGN SPEED)
CG-6 1.5" SM-9.5A CIL CG-6
28'
2 5' (PAVEMENT WIDTH) �I 2 5,
_2% 1 2%
2.
1' 1' COMPACTED SUBGRADE
5' 6' 7"", 95 OA .0A 6'
SIDEWALK SIDEWALK (PLANTING STRIP) (PLANTING STRIP)
3/16" THK. STEEL
r EDGING W/ 12"
I STAKES @ 24" O/C
2" COMPACTED STONE DUST PATH
4" COMPACTED VDOT #21A STONE BASE
COMPACTED SUBGRADE - 95% S.P.D.
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE
4" TYPE 21A STONE COVER
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
1.5" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
2" INTERMEDIATE BASE COURSE - IM19.OA
3" INTERMEDIATE BASE COURSE - BM25.OA
0 0 0 0
8" TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
ZCI I UMINVUA I.VNI.Kt I t JUKrHIa I.VUKAt - JM-y.bH
(PLACED IN ONE LIFTS)
8" TYPE 21 B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
o 8" 57 STONE
COMPACTED SUBGRADE
Q DENOTES GRAVEL ROAD ON PLANS
GRAVEL ROAD SECTION
No Scale
5T RIGHT OF WAY
NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND
VDOT SSAR DESIGN STANDARDS. l' BEYOND THE BACK OF CURB (TYP.)
PARKING ALLOWED ON ONE SIDE OF THE ROAD.
WARDELL CREST CROSS SECTION
No Scale
ROAD CROSS SECTION
NEW HORIZON DRIVE (STATION 10+00 - 20+12)
(25 MPH DESIGN SPEED)
s
CY4T` _
L�1_• 1•-1-• I• 1-• 1• 1 AN:
• 1-1_1 1 1-�-I • 1_�-IJ 1�-I-• 1 I-1_• 1 1_1-1
• n' • I I
'RIGHT OF
NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND
VDOT SSAR DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.)
PARKING ALLOWED ON BOTH SIDES OF THE ROAD.
NEW HORIZON DRIVE CROSS SECTION (STATION 10+00 - 20+12
No Scale
ROAD CROSS SECTION
NEW HORIZON DRIVE (STATION 20+12 - 28+10)
(25 MPH DESIGN SPEED)
�'1-1 f I 1=1•I 1-1 • I I-1J 11_1=• 11-1-• 11_1-• 11-1-1=I 1 1_1=I 1-1_1_1�
• '•
• E.
�'
RIGHT OF
NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND
VDOT SSAR DESIGN STANDARDS. l' BEYOND THE BACK OF CURB (TYP.)
PARKING ALLOWED ON ONE SIDE OF THE ROAD.
NEW HORIZON DRIVE CROSS SECTION (STATION 20+12 - 28+10
No Scale
ROAD CROSS SECTION
CARDINAL LANE
(25 MPH DESIGN SPEED)
► PDRTJrErii7tR5: __=
kY1_I 1_•_I_I I_I_I_I • I_I.I.IJ_1.IJ_•.1_I.1_IJ_IJJJ.1_I_•J_I_I_•J_IJJ�
AGGREGATE SHALL EXTEND
NOTE: ROAD CROSS SECTION COMPLIES WITH 1' BEYOND THE BACK OF CURB (TYP.)
VDOT SSAR DESIGN STANDARDS.
PARKING ALLOWED ON ONE SIDE OF THE ROAD.
CARDINAL LANE CROSS SECTION
No Scale
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1, 0 10130119
} 5' DRAWN BY
SIDEWALK C. GAYNER
• DESIGNED BY
• C. SHIFFLETT
• CHECKED BY
• C. SHIFFLETT
SCALE
N.A.
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JOB N0.
40919
SHEET NO.
C1.01
L
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WP-2
!�pLTH 0
0,
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/
ADJACENT TRAVEL LADE ASPHALT PAVEMENT WIDENING
(4) 1- (2/5mm) ON HOLES 1 1/2'
ON 32 3 4* (1114mm) DM 27 1/2" DIA [3Bmm].
BOLT CIRCLE [899mm]
O 7'
1
•`Li
f
C,•
•S CLINT W. �y:
PE TO
%/ SHAPE r0 ELEVATION
2"•
�- 26 -� j176Ot r]
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
// OF NT
VRGEST PIPE. I
EDGE OF E%ISING PAVEMENT
(AS DETERMINED IN FEED)
/4 m1
� z '� •
•v 9S F LET a,
( •
IMBEDDED 24" IN GROUNDSHAPE HANDICAP SIGN
.-; CONTOUtO I
I
TACK COAT THE PROPOSED
24' DIA
: •oLic. N . 54386 4�
/LOCATION
OF PPE
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
[BOemm]
•0i 4
911012020 •`VF
(VAN)
HANDICAP SIGN FACE OF
LOCATION (TYP.) CURB
�-I
Ell TRIG SUBBASE PROPOSED SUBBASE
�[722-MI [ 616- DIA /mm]
I'GI 410NAL V�G�•
1//
I� I� o
%� ': I
2 •M •
---------------------------
COMPACTED SUBORADE
� 26"
O O [964m ] [660mm.
1 1 2
13/T 6" [38mm]
� �
EDP
�� ..
CONSTRUCTION JOINT DETAIL
FRAME SECTION 120"1
PAINTED
�
' SLOPE TO DRAIN TO INVERT
9 OF OUTLET PIPE
~-•'
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
2' (S1mm) UETTEAS
(RECEtCD FLUSH)
�
T+) E
O
�u
o 18' 18'
PER 2 /o MAX.
SECTION A -A
•
® PROPOSED MINRAUN 1�/p INCH THICK ASPHALT SURFACE COURSE (SEE NOTE Sl
X 12 INCHES, OR AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
1.
3 1/8" 1/2•
i25Nm1 ���
�
N "
NQ
4
..
AS SET
AS DETERMINED BY CORES (SEE NOTE 3)
ES (SEE
r-[79mmj [13mm]�
5
CO
4" VDOT
SPEC. PAINTED
TRANSITION BETWEEN METHOD OF TREATMENT IN DROP INLETS
DIFFERENT SIZES OF
3 13/16" 9 22 13/16"
2 1/8" [97mm] [579mm]
> E
E
STRIPE
PIPES ARE ENCOUNTERED.
NOTES
154mIT 0 25'
1 3/8" j635mm]
FFI14mm]
W - y
(TYPICAL)
�B /'
ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
0 11/16" [35mm] 9/16" O.D. OF GKi GROOVE
[17mm]
H_ Lu 3
U w 3
B' 5' 8' B' 8' h�
\
\\�
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
SECTION VIEW 1) (6mm) DIA
CAM BOLT NEOPRENE GASKET
Q V O 3
0 ILL. T n
TYPICAL VAN
T
SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN
ON PLANS OR WHERE INVERT OF PIPE S ABOVE INVERT OF
3. A MINIMUM OF THREE CORES SHALL SE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
SEE ASSEMBLY
MAE (2) WSHR 1/i6 X $/B X 1 1/2
RUBBER PARE/ 0098t046
W O m H
d' W L ryT
Q U 00
Z
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES REGULAR SPACE
TO INVERT OF
STRUCTURE. OUTLET PIPE
MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED /
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF t lz_ INCHES AYD REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH TIE
PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY rAE ENGINEER.
S r (•2) COIRED 16(1D" �81,' 1 5 6" 5/S-11X3 1/2 55
L W PICKBARS [5mm ' / (2) BLr HEX
Ia1mm PART] 00981230
J
U, _ M
W
K > O N
O�-I
P
IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. n
THE INVENT SHAPING AS DETAILED HEREON IS TO CONSIST OF A // "
PO(TLAD CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR v
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
.2400"
1/Z"
[6KT�m 63 DIA. STAINLESS STEEL ROD (2) WSHR 5/B ID 1.SO OD 55
1 1/B- (29mm) DI BOSS [13mm PARTS 00931318
(D- O
Lu N
U' W
4.
CLASS O EXCEPT THAT 2SX OF COARSE PDGREGATE NAY BE / /
UP TO 4'i IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK(. /!"
I
S. EXISTING PAVEMENT MARMNGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REOIIREMENTS OF SECTION 315.05(<) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
PLAN VIEW
P)CKBAR & LOCKt3)G HOLE DETAIL
O1 In
Z_ t- A+
~
X
U
BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I r
SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(") OF THE
SPECIFICATIONS.
NOTES: '� NUT HX S 11 ZN NYLK
PART# 00981284
)
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OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.
N
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DETAILS OF AVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - ° °
PURPOSES ONLY. EACH MANHOLE OR DROP INLET Is TO BE SHAPED--
1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER, (2) NUT HX JAM 5/8-11 ZN
2 ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED, paRT/1 00881228
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INDWOUA LY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION AND FLOW LINES. SECTION B-8
3. COVERS SHALL BE FIXED TO FRAMES NTH LOCKING LUGS OR SIMILAR ASSEMBLY.
(2) 1935R LACK LUG
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TYPICAL WATERTIGHT (SHORN PART# 00193585
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METHOD OF TREATMENT IN MANHOLES
MANHOLE FRAME & COVER LOCK LUG ASSEMBLY
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STANDARD METHOD OF SHAPING
SPECIFICATION
REFERENCE
`
VDOT
ASPHALT PAVEMENT WIDENING
SPECFCATION
REFERENCE
ROAD AND BRIDGE STANDARDS
MANHOLE & INLET INVERTS
ROAD AND BRIDGE STANDARDS
FOR WIDENING SUBJECT TO TRAFFIC
O W
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SHEET i OF 1
REVISION DATE
SHEE 1 OF 1
REVISION DATE
TYPICAL PARKING SPACE DETAILS
302
M5
303.02
106.06
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
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No Scale
2016 ROAD & BRIDGE STANDARDS
FRAME & COVER
M
Q
SIGN
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE
WITH PART V. SECTION G OF THESE SPECIFICATIONS.
SEE FIG. S-I-D, E
O
W
W
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PLACE 5' GALVANIZED " WITNESS IN POST WITH
FRAME & COVER
STREET SURFACE OR
RIA
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STD. U POST
• CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
".
(SEE FIG. S-I-D,E)
NON -PAVED AREA
O
GALVANIZED
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
,:
''
=
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TO HIGHWAY DEPARTMENT APPROVAL.
i:'• •..:;'.
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SLOPED AREA
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STREET SURFACE OR
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2-O" RUBBER COATED STEEL STEPS
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FINISHED GRADE
SET DOGHOUSE BASE 4 w EXISTING SANITARY
NON -PAVED AREA
1'-0" MAX e CAST IN PLACE
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ON CONCRETE BLOCKS , : • ;. SEWER PIPE
SLOPED AREA ��
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DOGHOUSE OPENING SHALL �'••` '� •'•• 4:. MIN. 12" CLEARANCE
`A:`.KN "%
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PRECAST REINFORCED CONCRETE
Q
Z
BE PREFORMED BY6' MANUFACTURER OR T • AND STONEwBEDDINGPE
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1'-0" MAX
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�' SECTIONS WITH "0" RING SEALS
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DATE
SAW CUT TO FIT PIPE ••*� •:.
;' OR APPROVED EQUAL
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OUTSIDE DIAMATR '°".• ...•..
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PAST BE
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ADJUSTABLE TRAFFIC RATED
PLUS 6". '' . -•
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10130119
DRIVEN
N
VALVE BOX W/ LID
: 12" THICK VDOT
; THE DROP CONNECTION SHALL BE
O
DRAWN BY
Z O
-
:..'� No. 68 STONE BEDDING
RUBBER COATED STEEL
e DUCTILE IRON PIPE (CLASS 50)
}
EINEIN 16" AND 4"x8"x16"
3'-D" MIN
STEPS CAST IN PLACE
5" BACKFILLED IN 6" LAYERS AND
SOLID CONCRETE BLOCKS
COMPACTED BY HAND TAMPERS OR
C. GAYNER
Z N
WALL (4 EACH)R DOGHOUSE MANHOLE BASE
PRECAST REINFORCED "
12 MIN BACKFLLED WITH SELF -COMPACTING
:�.
E
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CONCRETE SECTIONS 12 MIN
,• "
0 RING SEALS
1X S TONE.
e
5
DESIGNED BY
FILL DOGHOUSE OPENING
MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE
MINIMUM ELEVATION
.•
MINIMUM ELEVATION DIFFERENCE
•
C. SHIFFLETT
BE CONSTRUCTED AS SHOWN 3,000 PSI CONCRETE
DIFFERENCE ACROSS M.H. 5" 4'-0"
12"MIN 12"MIN ACROSS M.H. FROM INLET TO
CHECKED BY
ON FIGURE S-t-A ORH
OR NON -SHRINKING GROUT
FROM INLET TO OUTLET
VARIE OUTLET SHALL BE 0.20 FEET
•
M.J. GATE VALVE
--
=__--
ALLOW CONCRETE WRAP EXISTING PIPE WITH
SHALL BE 0.20 FEET.
CONCRETE VARIES
DEPTH FLOW FILLETS
CHANNEL TO BE �
3/4 DIAMETER OF
'' A FILLETED INVERT FORA SMOOTH
A . TRANSITION OF FLOW BETWEEN
>. e. .t... INLET & OULET PIPE SHALL BE
A G PROVIDED.
•
• •
C. SHIFFLETT
SIGN AND POST DETAIL
SCALE
FLOW A MIN.
IIIBEYOND BASE ` NEOPRENE GASKET MATERIAL
CONTRIBUTING '�7� .4 -- �s•8=---
12" .. � �. D�'va '•., Np A ;I� �'
•
N.A.
NO Scale
BEFORE FILLING THE OPENING
OF STRUCTURE NEOPRENE SECURED BY 2 NON-
SEWER. . A. , -.
• .; .'•a• •' 12"
A SM00 '
3/4 DIA OF LARGEST
CORROSIVE STRAPS, 1 ON
A FILLETED INVERT OR
TMEkMIN.e
�J��Jp'M
ESU ESU
Af1G7Q7Ia/
WATER LINE
EACH SIDE OF OPENING
TRANSITION OF FLOW BETWEEN
PIPE IN MANHOLE
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
INLET & OUTLET PIPE SHALL BE
BEDDING WITH NO. 68 STONE
ALUMINUM. COLORS: GREEN BORDER &
P
( 12" MIN. CAST -IN PLACE
PROVIDED. MIN. 6" BEDDING
•
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
1 3,000 PSI CONCRETE BASE
NOTE W/ N0. 68 STONE
NOTES:
T--I
WHITE BACKGROUND.
--j
FOUNDATION SECTION VIEW
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPACES SHALL BE IDENTIFIED BY ABOVE
2500 P.S.I.
CONCRETE dJ n 2'x 2' BEARING AREA.
THRUST BLOCK d
I„IIIIMIIIIII II IINH IIIIIIIMMIIIIIII,IMIMI IMIIHI IMIi,MIIMMI111111111,11„MI,Illllllll ll. 11111, 111111111, II IIIIII
NOTES:
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
Lu
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v
OR NON BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
`.J
PENALTY PENALTY GRADE SIGNS AS RESERVED FOR PHYSICALLY
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
EXTENDED -EXTENDED
INSIDE AND OUT.
SM-�RE �-� DISABLED PERSONS. PROVIDE ONE (1) R-7-8
° 4 , A
FLOW TO THE EXISTING PIPE.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
TOWAWAYZOIE TOWAWAYZOiE SIGN AT EACH PARKING SPACE INDICATED ON
SITE PLAN. SIGN SHALL BE ALUMINUM
a .: °
>,
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
DESIGN ON SEWERS WITH STEEP SLOPES.
J
J
(PAINTED WHITE) WITH GREEN LETTERS AND
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
VAN INTERNATIONAL WHEELCHAIR SYMBOL. SIGN
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
SHOWING BRANCH TIE-IN
H
ACCE 6'ABOVE SHALL BE PLACED ON STEEL POST 1-1/2"O
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
ACCORDANCE WITH THESE SPECIFICAT]ONS.
TYPICAL MANHOLE WITH DROP CONNECTION
FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
TYPICAL MANHOLE BASE
N.T.S
GRADE
TYPICAL GATE VALVE
NTS
FIG. W-5
SHOWING "DOGHOUSE" INSTALLATION
FiG. S-I-A
NTS0
FIG. S-I-C
7
ADA PARKING SIGNS
- N.T.S
FIG. S-1-Al
TD-25
No Scale
FINISHED GRADE
Z
VARIES VALVE BOX
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES -
uj
4" DIAMETER BRANCH
VILLE THREADS WHICH IS
=I ¢
U)
AND VALVE
THE LOCAL STANDARD.
LIFT NOTCH
I -III- - I I
Q
J
M.J. PLUG
VARIES
LENGTH OF BRANCH VARIES
6' MIN
2' TO 10'
[COVER
1111 14 1/2"
12 3/8"
12 1/2"
AIR RELEASE VALVE
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
AN 5 IN ANY
-
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Q
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(270)
36 MIN DIMENSION
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18"-22"
7 CU. FT. VALVE BOX I
#68 STONE
WATER
BRASS OR BRONZE PIPE BRONZE GATE
VALVE
24 M111,
INTIAL BACKFILL*
8"MIN
m
LLJ Q
0
06
(6" LIFTS)
WATER MAIN RESTRAINED JOINT FITTINGS
1•
DRAIN TO GRADE
EMBEDMENT * THOROUGHLY COMPACTED
HAND OR
> O
6" GATE
42"MIN :"
CAST IRON LID
•' 18" METER BOX
IF POSSIBLE
OBY
SPRING LINE MECHANICAL TAMPERED
OF PIPEVALVE
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ON-LINE
a
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NO. 68 STONE - -
BEDDING max
0 O0
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(TYPE "B")
TEE
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6"
"
z
min
W
2500 P.S.I. CONCRETE ; " +
r :' A
BASE AND THRUST •:,.,. 1N�;'�• ^,`.�,•
BRICK SUPPORTS OR
SOLID CEMENT BLOCKS
OUNDATION (SHALL BE
WHEN SOIL
BLOCK A
UNDISTURBED STABLE
ry. �REQUIRED
CRUSHED STONE
CONDITIONS ARE UNSTABLE
VARIES THREADED COUPLING
NIPPLE AND PVC
BRAPVC
SOIL. STEEL PILE
? `dry„ SN1
Ni,
SOFT
ALL PIPE)
SLEEVE o CAP
RESTRAINED JOINT FITTINGS
WHEN
WHEN THE SOIL IS DISTURBED OR WHEN
180O
COPPER"
T LUBRICATE ALL THREADS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
i0
THRUST BLOCK
BOX (SEE FIG. W-7)
TO POURING CONCRETE A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
'` ..
" „,; ..:' /." 6" EXTENSIONMETER
CORPORATION STOP
O
VALVE
57 STONE
6"
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
NO.
PIPE SLOT
BACKFILLED ENTIRELY WITH NO. 21A STONE.
M.J. FITTING 0 PIPE SLOPED
NOTE
(2 PLACES)
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
TO DRAIN IF
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N(. 68
= GRADE ALLOWS
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
NOTES:
STONE SHALL BE PROVIDED'
VARIES VARIES 2" BRASS PIPE
( INCLUDING DITCHES)
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
BEDDING OF NO. 68 STONE '
2" THREADED TAP
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
SHALL BE USED.
O
WATER MAIN AND VALVE
IT IS NOT ALLOWED IN THE DITCH.
NOTES:
" "
2) FOR WATERLINES SMALLER THAN 12 USE A 1 A.R.V. AND FITTINGS. FOR WATER
ARE SAME SIZE PLUG
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS,
LINES 12" AND LARGER USE 2" A.R.V, AND FITTINGS.
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
DEAD END
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
THE MANHOLE CONE.
"
(TYPE A)
TYPICAL SEWER PIPE
JOB NO.
TYPICAL METER BOXES
TYPICAL BLOW -OFF ASSEMBLY
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
(5/8"1 METERS)
INSTALLATION IN TRENCH
40919
AIR RELEASE VALVE (ARV)
NTS FIG. W-8
N.T.S.
FIG. W-4
TUTS
TUTS
SHEET NO.
C1.02
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FIG. W-7 �
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I
STD. WP-2
----—- - - - - -- 191.4T
-- R35' CG-11
-------- — -- --
OHT � o '— — —
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ING
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EASEMENT, TYP.
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_�A11+00 61' PUBLIC R/W 1 5+ p 24'�--
8„X8„
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CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
BIORETENTION PLANTING
STONE DUST
MILL & OVERLAY ASPHALT —
DATE
10130119
DRAWN BY
C. GAYNER
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. SHIFFLETT
SCALE
1"=30'
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40919
SHEET NO.
C4.01
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LEGEND:
SCALE 1"=30'
0 30' 60'
e
KEY PLAN
-- -
_ --------------
---
110.02'
— — — — I R/W t 375, T
— —
r — — — — — — OLD LYNCHBURG ROAD -- _ _------ `—AMBRC
STATE ROUTE 631 --
----------
— — — — — — — — — — — (VARYING R/W WIDTH) I
_- ------------.--�J__. ._ ._ — — — — — — — — — — — —
_ _----�----------- ---- -----y------- _OHT _
—OHT OHT
OHP— — OHP �— _ OH! _ �HT� O.H. ELEC
OHP— — — — OHP — TELE & TV LINES
_ — OHP—
HP — — —OHP— — — — �iELE VAUL T i
-r- HP — OHP�
f i \ OHP— — _. OHP MANAGED STEEP
_ — OHP— — — — — OHP— — — — SLOPES
OHP— — — — — OHP_ I (TYPICAL) O.H. ELECTRIC
OHP� TELE & TVLINES
_ — I O.H ELECTRIC
� TELE. & TV LINES OVERHEAD POWER AND TELEPHONE LINES
I�
��� TO BE RELOCATED VERTICALLY TO MEET
♦10 VDOT MINIMUM CLEARANCES FROM FINAL
GRADE. CONTRACTOR TO COODRINATE
WITH UTILITY PROVIDERS ACCORDINGLY.
� 0
RESIDUE #1
935805 SF
"'-A
PROPOSED
TREE LINE
13-
i GRADING s SAN — -SAN
\ PROPOSED EASEMENT 15+50 -�--
\ 22.50 BEND w
TREE LINE
20' PUBLIC DRAINAGE FHA WITH
EASEMENT,TYP. \ GATE VALVE
\
R233'
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1 /
_ ° .6-4
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CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
BIORETENTION PLANTING
STONE DUST
MILL & OVERLAY ASPHALT
SAN SAN s"-r
13+50 13+00
R233'
L ARV
& PLANTING
STRIP
PROPOSED
BLOW -OFF ASSEMBLY;
STUB OUT WATER
LINE FOR FUTURE SPEED LIMIT SIGN
DEVELOPMENT —� , 1 i .
:1Y
REFER TO SHEET q.033C
NEW HORIZON DRI
CONSTRUCTION PHASING.
r --ITREE LINE i
--\ IF I I I
--- = �----UGP----
'" -- UGP, — — — —UGP — —_ —UGP — — —
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r 1 FHA WITH
GRADING I GATE VALVE
EASEMENT
1 1
1 1
1 1
� 1 1
20' PUBLIC DRAINAGE
EASEMENT,TYP.
ROAD
NAME SIGN
15
-- —4NEAHORIZZQNDRI
VA 1+00 61' PUBLIC R/W
8"X8"
STOP SIGN
GRADING
EASEMENT
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DATE
10130119
DRAWN BY
C. GAYNER
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. SHIFFLETT
SCALE
1"=30'
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40919
SHEET NO.
C4.02
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o
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0 / / ARV PROPOSED IZ Ie N A a
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V' W N M
/� 20' PUBLIC DRAINAGE FHA WITH a X N
I ' / , `/ \ EASEMENT, TYP. o R = o �
o / `'� ' r \ GATE VALVE w
/ ° _
o / / FUTURE TRAIL � � _ _ _ \ \ � � X > � o w w w
o / CONNECTIONS / _ `^ ..
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000 / TRAIL / PROPOSED ��0"� a \� \ ! 00
F j j j
' 0° /o / / / LINEBOUDARY �' \ \ O O O
0 y/
(TYP.) 1 /
0 ' ' / o / / / 298 LF CLASS B 5' SIDE
Q� ' aj 0 / TYPE 2 PEDESTRIAN SETBACK
�J I / o / / / TRAIL / /\ x0� / ti ti ti
o / / / 1 20' PARALLEL ` / \ \ Lu Lu Lu
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' ° 0 5' REAR /
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° ° ° EASEMENT, / / I C)I I DATE
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I 42.5' STORMWATER o ' / / / / CONNECTION 12518 SF 6' . 0 10130119
/ 1 FACILITY o / AREA I I \ \ \ ~ p\ } DRAWN BY
GRADING
EASEMENT / �/ / / /
' 0 O / / EASEMENT I \ ` \ C.GAYNER
/ ° o a / / 40' T IL R599' SPEED V r.. I \x \ / \ DESIGNED BY
BUFFER �5 LIMIT SIGN � \
.00e
/ / 5/8" METER " I \k� I •• C. SHIFFLE7T
qHF /
1000, OHP� o / ' / / \ / , I I I • CHECKED BY
0 ot O— 0° / / / �� \ y ' f , I�i l i` / ` \ • C. SHIFFLE7T
OHI� �
— — � , / o SE BIACK / 4
� o s s /� PROPOSED I I \ � � � \ � � I C.
Ci� • SCALE
` f \ S I I \
14000 — — — i o ' TIMBER STEPS ` / . s TREE LINE 1"=30'
0 SPECIAL
5' REAR (TYP.) o \ / 28' o /n�k0 LOT 40 I
_ o SETBACK FHA WITH V d % $ "NO 3940 SF
OLD LYNCHBURG ROAD o PARKING" 10' PRIVATE
SIGN 5 / i LOT 2 GATE VALVE 9 G
8051 SF 8"X8" s �' 20'� I I
STATE ROUTE 631 o TEE s n 10 DRAINAGE /�' •
(VARYING R1W WIDTH) o i J 3' SIDE 9 EASEMENT `
0 SETBACK - k
32.5' STORMWATER 0 5' FRONT \
FACILITY o LOT 3 \ 5' SIDE / 2 5, I LOT 12
Lu
SETBACK
— — — — — — _ EASEMENT oo 2564 SF \ SETBACK(CTG--112 / R25, 5' FRONT I 3810 SF
CD
Y
18'
P.
° ..a o ` SETBACK
CG-12 GATE IT LOT 10 LOT 11
k�
LOT 4 J
40 1639 SF \-I-Al R25� SIGN LOT 8 ' LLOT 9 2813 SF 2891 SF � — � _ J
PROPOSED LOT 5 81 , 3518 SF 2830 SF I IDE / / ' / r,
/ TREE LINE o / / 1647 SF \� /'Lpk50 ,3 S I / EMERGENCY GRADING �- -� I�
PRESERVED SETBACK ACCESS oc I EASEMENT
STEEP SLOPES OGI
/
o/ . // 3' SIDE i V �> „NO PARKIN I �14' / - - uGT� UOT' !�_ I
(TYPICAL) ° o / SETBACK k0� 0 10' PRIVATE I I ' ' \ _ _ T— _ —� x _
o / / /25 / e o\ IGN DRAINAGE 18 / / -- - I ��U�T— UG �k
0
0 ° 5' FRONT /- G 6' S a' "NO PA KING' N 6' °r 5' FRONT P7 I EASEMENT
STREAMBUFFER ° SETBACK C / SIGN 5' Z 28 SETBACK I / - - -1 I j v ` Z
/ R401' 20' PUBLIC DRAINAGE 7777
® y I /� , Q
SPEED 60 -5 EASEMENT, TYP, t8'
4 ^> U)
LIMIT SIGN / / SIGH ` I ; ; 1$' ; (3) REMOVAL / / w
oO ° r (2) PARALLEL . �ISTANCE 5� , / BOLLARDS WIT
° /� \ PARKING ARV �' / EASEMENT \ ° 01 r _ �KNOX BOX / / L.L w
SPACES FOR 5' FRONT - +
/ ) I LOTS 4 AND 5 GG l SETBACK PLANTING �! — �/ - 1 / O Q
CG-9 3' SIDE STRIP {225 - / I I w J_
• / LOT 6 0 / (TYP.) R218' _- - - - - -3 SIDE a ' PUBLIC. I ' F—
• ' �ti G• / SETBACK PRIVATE f J
` 14873 SF ALLEY c
k ✓ 5' FRONT �� r 8 6" CURB S 7E A ACCESS : •. y / LL
EASEM N O
SETBACK
(8) 6" RISERS WITH
"NO PARKING" SIGN g PROPOSED
/ i NTERIOR HANDRAIL TREE LINE p �� W z
RESIDUE #1
935805 SF
�l
6' PLANTING %p 5 10' PRIVATE / I V "NO PARKING" 8 - - _ I \ - - - - ' — -
STRIP / s �J 8" CLASS 52 DIP 5' REAR DRAINAGE GARAGE Lo SIGN 18.' . 20' 18' BUMPER — — — —I — O
WATER LINE SETBACK /(TYPO D +
o �/� EASEMENT 3'SIDE' z It ----------- W
5 � d \VO�Q 7 LOT 7 SETBACK „ ' CKS (TYP.) i I-- — — w— — — • — — w— — — — — w— — —
BLO _
CONCRETE a' O�x� / e I WITH RISERS 10 / I WH�RTONDRIVE w — J \ SIDEWALK a � � 13145 SF i 10' I
�NP� �p� a . LOTi14 HANDRAIL07.66' CONCRETE PAD - y I — — — — — T Li
s /" 1825�SF FOk TRASH CANS --
� °' / • I I CONDO #1 I
5' REAR: �\ O
\ SETBA K 10' PRIVATE
R399' "NO PARKING" SIGN LOT 15 5' FRONT I -
\ OG FHA WITH / 1606 SF`DRAINAGE
oo I SETBACK EASEMENT c / ` \ O
N
+-
5
/ 5 STAIRS.
28' 6 GATE VALVE c 28, ; 5 FRO T N I
' 3' SIDE L— (5) 6" RISERS W O TBACK-1
0 v SETBACK "NO PARKING" FOR DETAILS. 1�
ti b 5 WITH ---_ .
/ T16 SIGN z HAND
5•, 22' LO RAIL C
o� R25' CC31� �� 5� SETBACK 1606�SF 50, CONCRETE PAD i
/i P.). �• .� f I 20' PRIVATE I I IFOR TggSH CAJ�S
ACCESS LOT 17 49.88' L�
EASEMENT 1606ISF C RAMP WITH
n O
'l- SI6N II 6 0 0 -
HANDRAIL rn i 6' PLANTING
OPEN SPACE 40' +
REpR 36896 SF LOT 18 " u STRIP CONDO #3
r ,. '. ` `k •° I •' �� 5'CONCRE E �_•_ _ ,l _
5,, 3' SIDE I RETAINING 40 - •' SETBAC�10.45' S T�E•�: �. 2336 SF ° i SIDEWALK ".. I
SETBACKI g; I 1.5" METER JBIQUT c _ s C\P�83 _ Ioe No.
R25' PARKING" I
< PLAY FIELD. 5' "NO PAR 2"X1" CRO c SCALE 1"-30'
n� 40919
CG-12 T SIDE SIGN --
LANDSCAPE TO
(NP') SETBACK 6 LANDSCAPE PLAN I <
2 I �l
28 °. RET INING \ FOR DETAILS. •� °° z .,'°, r , .., .' , I� — � JJI s '' _\ 0 30' 60'
° ; WALL SHEET NO.
ROADNAME SIGN 5' FRONT LOT 24 \ J I MAINT NANCE o u a; 8, ., L 13 I I i
i� 3120 SF KEY PLAN
+
48924 S C4.03
L
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Rm SCALE 1 "=30' i� . STRE
30' 60,
oo°
°'
KEY PLAN Owl 0 /
i
BIORETENTION 140 \1
kI k
°
/ 403 LF CLASS B TYPE 1 PRIMITIVy
TRAIL. APPROX. LOCATION OF MULCH
/ TRAIL. ROUTE TO BE FIELD LRIATED
/ TO ACHIEVE RECOMMF.WED SLOPES
AND TO AVOID EXISTING TREES
LARGEfjYTHAN 8" CALIPER/•/may/ k k
'
FUTURE TRAIL ° o / �✓ �YY Y `' LY/` ' \
CONNECTIONS
OWN low o
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EASEMENTS o
°°
°°°
°
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1 000�N ' STORMWATER FACILITY TYPE III
nQ yFL• O ' ACCESS & 20' PUBLIC BARRICADE
i+� o DRAINAGE EASEMENT
o
o ° STORMWATER
0 0 ER FACILITY EASEMENT BLOW -OFF ASSEMBLY;
o t)FF� STUB OUT FOR
0 ��p� 00 wp FUTURE PHASES
'o ° 'Vl� TEE
0 —
/ 5
/ I
20' ACSA
SPN / EASEMENT
/
RESIDUE #1
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LEGEND:
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
BIORETENTION PLANTING
STONE DUST
MILL & OVERLAY ASPHALT
\ /
LOT 4 �✓/ - /" A � CG-12 ATE LOT 10 LOT 11
1639 SF \ � R25� SIGN LOT 8TOP LOT 9 2813 SF 2891 SF �•%!tNLTH �
PROPOSED LOT 5 28' , 3518 SF 2830 SF I / / • F �y
TREE LINE / 1647 SF,,� III 3' SIDE I �• I� ;
ETBAC
PRESERVED 20 r \ C t N T W. �y
STEEP SLOPES \ I LF LET a•
(TYPIC)L) o ° / T SIDE ; > "NO PARKI I �14'r i
o % SETBACK \ k0- a o� 10' PRIVATE j • (,. •
�?,6 IGN DRAINAGE 18. / �'o Lic. N . SIJf! 4�
V FRONT (}G 6 5 "NO PA KING' N o 28, 6' 5' 5' FRONT 2T I EASEMENT / / 0 9/10/2020 0v f
AM BUFFER- o SETBACK / SIGN 5' Z SETBACK I`
R401' 20' PUBLIC DRAINAGE \ I I I / ',�� �S�ONAL ��.�'�•
p 's EASEMENT TYP.
j/ SPEED ti5 6
/ LIMIT SIGN �ISTAINCE 5' `, I '' /
/ (2) PARALLEL
PARKING / EASEMENT \ 0
61
/ o
\ SPACES FOR ARV 5' FRONT PLANTING R25' — J / ¢ o
J I LOTS 4 AND 5 G SETBACK
xp CG-9 T SIDE STRIP R26
' LOT6 /Io / (TYP.) SETBACK PRIVATE _ E
14873 SF G / R218' 3' SIDE PUBLIC:. H_ W 'N 3
5' FRONT o�� / 8 6" CURB s.' S) A ACCESS :: I ALLEY ¢ a T 3
SETBACK ° EASE MEN ' '• p a
a PROPOSED w O m
..NO PARKING" SIGN / (8) 6" RISERS WITH 8, TREE LINE a J z
6' PLANTING ® O 5 10' PRIVATE / INTERIOR I HANDRAIL 8• > o N
° J h GARAGE "NO PARKING" oCL
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B OCKS (TYP.) 3 o a a w
CONCRETE Q�ti LOT 7 SETBACK — I 10. ai 0 v1 to In
SIDEWALK ZttO, 13145 SF / WITH
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CG-12 �/h / / I HANDRAIL
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pp/ LOT 14 107.66' CONCRETE PAD o
�P') 18251SF FOR TRASH CANS : w O O O
4 ° L, �`' / • I I CONDO #1 M
R399' y / 0 "NO PARKING" SIGN LOT 15 I I 5' FRONT SETBA K 10' PRIVATE o w 2 2 2
' GG FHA WITH / / 1606 151 oo I SETBACK DRAINAGE o ~ O O O
\ 6' c 5I FRONT + i STAIRS. REFER' EASEMENT U U U
GATE VALVE 28'. N
28' T SIDE K TO ARCH. FLANS �
SETBACK "NO PARKING" FOR DETAILS.
p \ u a G d
SIGN 5 D (5) 6" RISERS WITH O
22' LOT 16 z HANDRAIL x
5' REAR 16061 SF c�
SETBACK 1 50' ICONCfRETE PAD W W W
yP )y k�• !� / I 20' PRIVATE 1 FOR TRASH CAN.E
• kY , ! yY ACCESS I LOT 17 49.88' I F
STO� Y• `! EASEMENT 1606ISF c RAMP WITH o 0 o N
01 6 SIGN IY I I o, HANDRAIL I > w o 0 0
` YY OPEN SPACE I 40 n U PLANTING w � N ry N
ZSP k \k`` y! kY Yt k k 5 0 5' REAR 36896 SF LOT 18 "t STRIP CONDO #3 u ap
\ = Y I I I 5' CONCRE E ¢ d
SETBACK 10.45' SIDE' ' : 2336 SF I RETAINING 40 I z O
> N 5• ',,; 3' SIDE I I SIDEWALK ,
\ S TRACK 0
R25' r Co 9 ° I SETBACKI I 6a i 1.5"METER W�L STU UT
• • :. ; : t/� DATE
CG-12 �•, T SIDE REFER TO 5 :I "NO PAR` N ii 2„X1„ C
PLAY FIELD.RO >
j 2 O 10130119
SETBACK b . LANDSCAPE PLAN — DRAWN BY
\1 RET INING \ \ r TF=z I c
° C WALL FOR DETAILS.
ROAD \�5' FRONT 31020 SF / \ I o r:
_ L T 13 C. GAYNER
NAME SIGN J MAINT NANCE a. 8"X2,,
"NO PARKING" SETBACK / \ EASEMENT TEE 48924 S
RETAINING WALLS (TYP.). FHA WITH DESIGNED BY
SIGN \�� REFER TO LANDSCAPE LOT119 I GATE VALV 10- PRIVATE CROSS'•
STORMW/ ER r� roo 6. 5 PLAN FOR DETAILS. (TYP.) 23361SF DRAINAGE I C. SHIFFLETT
EASEMENT • FACILITY EASEMENT \ LOT 25 AC ESS EAS ENT MP WITH
6' PLANTING N / 20' PUBLIC 1 6' CONDO #4 • CHECKED BY
1560 SIF • r LOT 20 HANDRAIL
STRIP (TYP.) , DRAINAGE 1606ISF SAN
SPEED
2 � EASEMENT 5•.(ZE,gR a • C SHIFFLETT
LIMIT SIGN 5 ` % 3 T 26 i c • SCALE
42
5' LOT 21
x a i
I 5.
LOT 27 \ 1 CONCRETE PAD
5/8" METE o 1357 SF 5/8" METEIR (TYP.) (6) 6" RISERS WITH 1 FOR RASH CANS •
(TYPO 5 HANDRAIL STAIRS REFER
SETBACK ARV 5 TO ARCH. .LiaNS a
"NO PARKING" \
LOT 22 FOR DE 1 A1.. / •
Y ::':• /LOT28 5'FRONT
SIGN k` 1697 SF / \ 1606 SF � t SETBACK
TYPE III \ �Z / ;RETAl NG "NO PAARKING" '18'�20' '18.' •.
BARRICADE CONDO #2 5 2 ' PARALL L, ::. •: i W
LOT 2 V1lAI L'$ SIGN _
\a 1695 SF ° LOT PARKING SPACES FO ( n
0 5' FRONT 18251SF to OT$ 13-23 AND LOT 3$;. I 1 `J
0 1
BLOW -OFF ASSEMBLY; 8"X8" TEE �, TBA jK — — PRIVATEI. S REAR'
STUB OUT FOR /'/ LOT 30 T SIDE I ACCESSWAY CONCRETE PAD: 10
SETBACK 5 :FOR'TRASH CANS Q 1 J
FUTURE PHASES 28 GV s 31 1358 SF R15'
25 i 2 HANDRAIL. SEEi - (6) 6" RISERS WITH
LOT 31 { ANDSCAPE PLAN I HANDRAIL PROPO, D t:
18• ,
1355 SF F. 13;OE7AiLS: (.1Y; ° V SPEED LIMIT SIGN
(3) RISERS WITH 5 REAR BOUNbARY
3' SIDE so 0 3' R15' ANDRAI SETBACK LINE (: :P.:)':.' I
TB
/ LOT 32 ETBACK I 5 20' P-1BLIC DRAINAGE
ETBACK i FHA WITH 0' EASEMENT, TYP. ' '
GATE VALVE 1511 SF w BLIMPER
a N\11 �14' R5' B�OCKS (TYP.) Z
CG-9 (TYP.) / // I 8 c ` Q
(2) PARALLEL PARKING \ 1.8}. /3621' ETAINING } O6 SF IDE8 E III ` W a
SPACES FOR LOTS 25-32 WALL 5 1 5 3 S / RICADF� C �
\ �'x MAINTENANCE SETBAC R5' G
S FRONT 0o / LOT 33 EASEMENT 28 ^LU
\ SETBACK APE KMCr 5' 65.16°' BLQ0/-OFF L.L w
EASEMENT N \. 3616 SSIGHT o CG-12 SIGN ASSEMBLY-
LL
32 \ ` ` R20pp' , 25' STUB O�OR O �
\ DISTANCE O 1D' FUT PHASES w J
R2' , 0 G
LOT 39 "NO \ EASEMENT CG-12 `& %� G m
\ 10537 SF PARKING" "NO 28' EASEMENT LU Q
SIGN PARKING"R30'
\ (1) PARALLEL 6' _ . - A > O 06
� �y � SIGN STOP � p /' /
PARKING S�"w�c SIGN 16'LU
SPACE FOR A(i C 16' R30' /- z
LOTS 37-38 RT O
\ T SIDE �06 SANR2 s / / W U O
\ SETBACK / �'�� 33 R25' 2' 5' MIN. 1 1� 5' 34
1 .
14+�_ -� 15 00�_ 30' / S FRONT PROPOSED I J
SETBACK TREE LINE \ 100
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LOT 38 I
° O
PROPOSED LOT 37 / 6' PLANTING GV O
TREE LINE 2195 SF
ANON STRIP � TEE11 `
A BREAK g1P EL SETBACK �' s
INLIN 40 5' SIDE 5' FRONT R198.05' LOT 35
M NE� SETBACK 8" CLASS 52 FHA WITH 10755 SF
0 DIP WATER GATE VALVE
\ \
0-00 / LINE
LOT 36 \ \
19647 SIF \
PEDESTRIAN O
CONNECATIIOONN \ \ 5' EAR SETBACK U)
\ 5' SIDE
PRESERVED SETBACK
STEEP SLOPES \ ' S DE
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` \ PROPOSED �— 40919
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TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY I W
DENSITY RANGE DENSITY AFFORDABLE MARKET RATE o �r
LAND USE REQUIRED AREA DWELLING UNIT NUMBER OF LOTS o °\ \ Q
DWEL\ \°DESIGNATION BLOCK (AC.) RANGE REQUIRED PROVIDED o °
o (UNITS/ACRE) (UNITS/ACRE) PROVIDED (ADU) PROVIDED o N10y
0 0 0 0 °ju D GREEN SPACE & 0 0
BUFFER 2 0 0 1.4 0 0 0 0 o 17
0
3 2.1 1.5 4-12 3 0 4 0\
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NEIGHBORHOOD IZ
/ ^/0DENSITY 1.5 3-6 1.3 / \J / '
0 /URBAN DENSITY 0°
5RESIDENTIAL 5
618 3.4 7,1 60-127 44 0 28 oO0\
VILLAGE gXSANMH25 ��
(WATERTIGHT) o
0 6 0-28 0 1.1 0-31 0 0 0 �
o TOP=3962ro
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7 0-18 0 0.6 0-12 0 0 2 o 1L=389.O/
MIXED USE ❑\
D 0 10.=498NEIGHBORHOOd8 0-18 0 1.0 0-17 0 0 2 o
of PLACES 0 °I4
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s o 34 0 1.8 0-61 0 0 o p
g ,0 4 0 1.8 11-62 0 0 0 \00 \ d�1 I / I ��� /� / \ 0\ \ \ o I /UGP / \ / y�` \ \ Toe N0.
0 6 3 / / ¢ i� y L/_ �j \ ucr V A \ \ A \
fi URBAN DENSITY 11 / / \> J \ \ _ - 40919
6-34 0 5A 20-182 0 0 0
MIXED USE o o / I°�\\�\
j 12 6-34 0 3.0 13-102 0 0 0 ` ° / I ll / / / `\\ — �- —UGT - —UGT--- / / J / ( \�❑ \
I _ / UGT \\ / — \ SHEET NO.
TOTAL 34.0 150-450 49 0 39 `( IY6 ii / %
i C4.05
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° (WATERTIGHT) 8. 2984 p. 688 OAF
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TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY
OPEN SPACE
OPEN SPACE
TRAIL & PATH
TRAIL & PATH
REC. AMENITY
REC. AMENITY
TOTAL GREEN
TOTAL GREEN
TOTAL AMENITY
TOTAL AMENITY
BLOCK
STEEP SLOPES
REQUIRED
PROVIDED
AMENITY
AMENITY
& CIVIC
& CIVIC
MINIMUM RECREATIONAL
RECREATIONAL AMENITIES &
SPACE
SPACE
SPACE
SPACE
(ACRES)
(ACRES)
(ACRES)
REQUIRED
PROVIDED
SPACES REQ.
SPACES PROV.
AMENITIES & CIVIC SPACE
CIVIC SPACE PROVIDED
REQUIRED
PROVIDED
REQUIRED
PROVIDED
ACRES
ACRES
(ACRES)
(ACRES)
REQUIRED
(ACRES)
(ACRES)
(SF)
(SF)
1
1.80
5.97
0.80
0.23
0.05
0
0.05
2,000 LF CLASS B TYPE 1 PRIMITIVE TRAIL
404 LF CLASS B TYPE 1 PRIMITIVE TRAIL
8.00
0.75
10,000
2,011
2
0.10
1.10
0.30
0.20
0.03
0
0.03
1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL
296 LF CLASS B TYPE 2 PEDESTRIAN TRAIL
1.40
0.27
8,700
1,489
3
0
0
0
0
0
0
0
0
0
0
0
4
0
0
0
0
0
0
0
0
0
0
0
500 SF NEIGHBORHOOD PARK
4,090 SF PLAY FIELD
1,866 SF TOT LOT
600 LF CLASS B TYPE 2 TRAILSA
985 SF COMMUNITY GARDEN
3,080 SF GARDEN
5-8
0
0
1.38
0.12
0.03
0.11
1.07
1,140 SF PARK
0.23
1.03
10,500
23,359 SF
4,000 SF NEIGHBORHOOD
SF PARK
PARK OR REC. AMENITY
1,,85555 SF PARK
2,636 SF PARK
223 LF TRAIL PEDESTRIAN CONNECTIONS
500 SF NEIGHBORHOOD PARK
9-11
0
0
0
0.50
0
0.13
0
2,170 LF CLASS B TYPE 2 TRAILSB
0.63
0
22,700
0
5,000 SF RECREATIONAL AMENITY
12
1 0
1 0
1 0
10
0
1 0.15
1 D
1 6,500 SF ACTIVE USE REC. AMENITY
1
0.15
0
1 6,500
0
TOTAL
1 1.90
1 7.07
1 2.48
1 1.05
0.11
1 0.39
1 1.15
1
10.41
2.05
58,400
26,859
THREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8.
FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11.
ii SPACE REQUIREMENT IS CUMULATIVE AND MAYBE PROVIDED USING NOT MORE THAN 6 S
NONE OF WHICH CAN BE SMALLER THAN 500 SF DISTRIBUTED ACROSS BLOCKS.
_ \ (_)o
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vv
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NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS
OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH
BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING
SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH
CERTIFICATE OF OCCUPANCY IN PHASE 1.
,O
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JOB NO.
40919
SHEET NO.
C4.06
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SCALE V=10'
0 0' 20' S/ / / / ' / / / , / 6�
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0
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DATE
10130119
DRAWN BY
C. GAYNER
DESIGNED BY
I I \ _ - - - •
C.SHIFFLETT
I I I I I I I I I / / \ \ \ _ / _ _ _ _ _ - - - - • CHECKED BY
` \� / - _ — — _—_— — I ----___ • C.SHIFFLETT
I I I I I I I I \\ \ \\\� \ / _ - --- . • SCALE
1"=30'
co
LU
\ \ \ I CL
Tw
TIN (/7
\\ BW L\ \ \ 435.72' \ \ \ \ \ / - d3Q I \ \ z
B
\k 432.41TIN ' \ \ -- - - I — — — _ I Z
'433.61' \ \ \ �I \� \ \ \ ` \ \ \ I I w Q
BW \ \ \ \ \ I Q ralI��
L.L L
Ic k I^ a \ I w Q
BW k_ k�,
(PI TW \ \ k ` ` �co \\ \ Q V
' k \ \ - - I I / LL
c 92 432.89' I Ic k BW 0 \ \ \ // a CA
s / I 4 I 1 k 434.30' \ T W \ \ \ I \ \ �/ ! Z
L w
a I BW \ BIN I 436.38' \\ O `\ \.I\ 7 — — / / Q ? J
a / 431.54' I 1�433.61' M I \ \ h [tN /
/c I I �°i \ I \ \ 1 / O
k Qg1 \\\ I \\\ I11 I I/ ��// L~L�
Tw LL
433/49'
L / TW RETAINING WA�L ' Q
435.54' 438.46' \ / / / RETAINING WALL ' MAX HEIGHT =,3.1'
\ I 1 / I RETAINING WALL MAX HEIGHT = 3' / O
d38.97' AR / / / / \ q3g ' I HEIGHT = 4.1' / aao.ar ' aa5.2a' rW ' /n
/ 1 / , 451.5d / D
r - RETAINING WALL / / 1 \ \ T RETAINING3 WALL / / nN / Iruv 13W ' z O
\\I I , MAX HEIGHT = 0.1' aaasz' / 4aa1s' aae.as' ,
MAX HEIGHT = 2.2' / \ JI/
\
Li
\ \ \ I // BIN 4A� 448
' 4 Bw / BW
Tw / Bw I Tw
a41.82'
.03 448.33' L451.37 /
439.5T / ,
BS
439.59'BS TW / ' AJ4_8L 448.11'
439.63' / 4 —/— BW1-87
I 1.13' \ \ 438.86' / / / 44' 84' 445.11' 448.35' 451.35 / O
438.61' 439,07' 439.24' // / BW gyY �— TW B
43 44441.13' 44.79' , r BVJ .i0a .448 ',�'
Tv , 445.09; 448,03' 451.30'
441.20' D I /
RETAINING WALL ,' / Z —
o MAX HEIGfiT = 0.3' ' TINTw
1 / — — , / 444,92' BW1448.1 s'. BW Tw /
JOB N0.
o / / / BW 445,24' 448AB' 451.4�?"
rs \ — /— J / / /442.50' ��' / 40919
43920 / ' (RETAINING WALL '
' - - - / Bs / 4 ' / RETAINING WALL
y , 438.14' , / a2 RET,A(NING WALL MAX HEIGHT �3 / ,' SHEET
�2
/ MAX HEIGHT - 3'
2 / / / /' / a MAX HEIGHT = 3' / , ' I ,
L
RETAINING WALL
'
MAX HEIQfiT = 0.3'
/
I
/
/ 440 '
/
RETAINING WALL, /
MAX HEIGHT = 0/8'
/
TS
/ 439.71'
/
/ / ,
39.1 �
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BW /
442c8!
/ BS
/ /TIN
439.21'
/
/ R41.89'
/
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441.15'
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/
441.117
Ts
BW
441.1544210'
d00,47'
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/ RFT/AININr: 1A/AI I nnn nm
443.16'
'i ' W I ' A / / / ••"' pF•
148.16'BWTW TVt�
00444,92'sw
445.24' 448.48' 4514456.99'
2.50' 454.11� ix
(RETAINING WALL CLINT W.
RETAINING WALL I•
/ r MAX HEIGHT = 3' ' '
LU
GWALL MAXHEIGHT=3 I / /' \ - - i I �C� %S �LE >�
3HT = 3' / , ' / / _ _Nib / ' : -o Lic. f! 4 +
Imo, l�s
�/ / \ \ y5 j�EfAINING WALL I,�~ON1•�N ��••
NAL
> / / A MAX HEIGHT = 2.9' '
/ BW
455.23' ' ' mo
E
456
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/ \ \ ---' 456.50' �' / /'/ / HW N3
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`. 440.99' II I 1 / / / I _ 454.65• / 456;79' / / ' 0 d G d
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442.33' (1) DATE
\ 442.e2' �I aa' - - I I I ' ' / / / / 10130119
I L / o
DRAWN BY
C. GAYNER
y)�443.004d I / FETAINING WALL / / I / / DESIGNED BY
/ W / /MAX HEIGHT =r2.4' / / I ' / •
s/ I / ' / / • C. SHIFFLETT
1 TS 443.12'
1 4 3.59' I (w I I i /l / l I a I / , / / • CHECKED BY
1 I 1 445.60' 1 I 1
I \ gyp Tw I / • C. SHIFFLETT
443.017' / 445.64' I 1 /I I / I / /' I / / ,' / • • SCALE
BW BW L I / A/ / • 1"=30'
r. 4a3.a6' / / / / aa3.za' 446 � � / / •
BW 5.6
Tl'N4 TS
443.85' 1445 .70' 445.62' �'� / / / /
RETAINING WALL
MAXHEIGHT = 2.2' / / TS
459.25' /
444.7 445.87' q.6 / �/ ' / / / / /' / / 459.25' / /
LU
44 \ / // / / // // / / // /' / / V
444.75' C I / / / / TS / / /
459.27'
TW T)^/ / / / / /' / / BS
46.14' 4146.79' / CD 456.54'
v
BW/
446.23' 6/
I I l TS , 4D/ co
I I l BS / / Z
5' /' // / // // // BS //
447.50' /' / / / // / / 457TS .92' / 459.25' /' / /
D/ / / / / / / / /' 458.92'
/ \ / RETAININGWAV ' / ,' , w lJ
/ MAX HEIGH I 8' / 448./27 / / / / /
' / / ' / / ' / ^^ J
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446.77' 449.8 / / / / / / / ' / Q C)
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448.27' TS 53.07' / / / / /
/ TC -i
S 451.4T / / BS / / /' / , / - - - - - - 460.58' 460 f47' Q V
44 .3 BS 453.1Tui
451.57' / 454.75' / / / / / / ,' LL
BS / / / / / , ,' , O
/ / TS 4GG507' / / / ' / w
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7,87' 5 J
BW
450.59' / / ULU
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4 ' BW
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452.5 / ko
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o - SCALE 1"=10' Ioe No.
40919
0 10' 20'
3 I I SqM I I I \/ •/ / / I -
SHEET NO.
\ KEY PLAN C4.13
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SCALE l-=3U'
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0 30' 60'
KEY PLAN
rT /
-------------------------- /-----------
-
— —--------------
_
-G ----- _`_______ 110 02' OLDLYNCHBURO__
--
RAy -------------
STATEROUTE63--i
--------------------------------------- - -_---___-_- �//// /j/ ////J //---------------
/ (VARYING
---- OLD LYNCHBURG ROAD ---------- -
STATE ROUTE 631 I _-.-_-----
(VARYING R/W WIDTH) - - -- -- ----------- R35'_---- ---------- — — — — — — -R35/
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
ti OHT W
�- — - — —OHT — _ OH7 — ON -' Q 1 - <1�
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HP HP - _
OHP— - OHP— — -
MANAGED STEEP
_ SLOPES - I
(TYPICAL) a
�fSAN
17+50 -
NEW HORIZON DR CL
CURVE
A = 15°41'42"
R = 233.00
T = 32.11
L = 63.83
C = 63.63
PC = 15+15.79
PI = 15+47.90
PT = 15+79.61
14132,
16+0p '
S SAN -
PARCEL 09000-00-00-OOIAO
SOUTHWOOD CHARLOTTESVILLE LLC
NEIGHBORHOOD MODEL DISTRICT
DB. 3375 PG. 063
I I �
I I I I
I I i i
I I I
� I
I I
I I -
I I _
I - /
___---
1�
HORIZON DR CL
CURVE
17056'09" 3
233.00
36.77
72.94
72.64
= 12+08.96A A -Al
12+45.73
PT = 12+81.89
- 7: - - - ---_ _----------------------as' - - - - - - - - - -_-- - - - - - --
SAN --,*-SAN - SAN an SAN - ---*-SAN S_-tom
--� _ 233.89' 6'
14+50 S31°19'267W 13+50 13+00 12
R233'
NEW HORIZON DR CL
CURVE
2
A = 21 °28'45"
R = 267.00
T = 50.64
L = 100.09
C = 99.51
PC = 10+99.50
PI = 11+50.14
PT = 11+99.60
r-71
GRADING
11 EASEMENT I I 1 I 26" - -
\
BEECH I I r
I I 1 1 r1 1 I I \ \ I If
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—— — — - — — —
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HICKORY STREET CL ;CD/ 20' PUBLIC DRAINAGE
CURVE R604' EASEMENT, TYP.
A = 14°02'30" 1 4
R = 604.00 N I
T = 74.39 p +
L = 148.03 p i
C = 147.66 h
PC = 10+09.12 d
PI = 10+83.51
PT = 11+57.15 5' 6 g +o
i
1138
20' PUBLIC DRAINAGE
EASEMENT, TYP.
10'�
99.50'
k_ n 1+00 S34°52—�50
—`-
GRADING
EASEMENT
J/1
I
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L-j
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ANTI N
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DATE
10130119
DRAWN BY
C. GAYNER
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. SHIFFLETT
SCALE
1"=30'
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1000, OHP� °0 CURVET 6
o / / A = 20°31'58" /
o / R = 599.00 \ 4
--DH��� /� ° T=108.49 \ ssa
�� a L=214.66 \ ,4
/ o C=213.51
o ' PC = 22+37.27
---- _�-- PI=23+45.76
RG ROAD 0 j PT = 24+51.93 \ 9 l
_ - OLD LYNCHBU o
T
STATE RR 0
E 631 WIDTH)
(VARYING
32.5' STORMWATER _ o
FACILITY o
- - - - - EASEMENT o
, 18
_ o
40, ` 25e
/ . /
NEW HORIZON DR CL 5 •, �tpLTN OF �0i
A = 57°25'46" • %O' 14 ;
R = 277.00 : C 0
T=151.75 �� CLINT W.
L=277.65 2S F LET a,
C = 266.17 •
\PC = 17+20.93 a �A,F Lic. N 54320 4�
9/10/2020 �
PI = 18+72.67
= 9+98.57 TONAL �•
dil
20' PUBLIC DRAINAGE PT 1� � SS NG•••
EASEMENT, TYP. i > o~o"#Oq �
i 1B+50 17+50�- 0'o E
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'��rl / \ i I J I / • DESIGNED BY
5' \ \ C \ GGT C. SHIFFLI
\ \ C I I \ c 26', • CHECKED BY
c) \
• C. SHIFFLETT
W.OAK � ocT • • SCALE
\ \ \ \ 1,•_30'
P0' 10' PRIVATE \
5' DRAINAGE I I / \ I /� SYCAMORE
\ ,-EASEMENT \ c
5'.. ^� -I I \\ \\ I (Wig
18„ J
L__ r1
I I I \ GRADING Li � F�
0 i ,- N w �28, r 2I ' I EAStMEN I I I u - v -
o / L = 202.65 6 /
STREAM BUFFERo / i / 5' Z L _ _ _ I \
PC �24 551.93 R401' ' / 20' PUBLIC DRAINAGE CARDINAL - - y
y0 5 EASEMENT, TYP. : ' CURVE I t8' I \ \ 1 ` Lu
PI = 25+55.46 g 9 I I { /\ / + / I >
/ PT = 26+54.58 SIGH 4 = 21 °34'40" q / / 1
o ° / / / ,\ �ISTANCE 5' •'R=218.00 / I I I / / �\ �`/ /
°o°/� \ .X 1 T=41.54/ r I I� LU Z / EASEMENT \ /
�/ \ 6' o R2�": L = 82.10 / - - \ /
PLANTING ! STRIP \.• / / �9rO5 C = 81.62
xO PC= 10+54
4.99 w
J
R218' - PI = 10+96.54 f - J I I I \ / \ / /� }// / w ED
Q
"LL
8' Lu
I
I 8' _ I I
6'PLANTING 10' PRIVATE - ' z s STRIP a / DRAINAGE o' � Q ` _ _ - - _ _ -I O
L / a ti0 EASEMENT D �t 48.' 20'� �18'' - - - - - - - - - - _ - - W
a / -UGP - -UGP
° a Z7
'v o` CONCRETE a ' / /.,e - - ' i - 10.. I---w------w-----w-----w- LL
' NEW HORIZON DR CL
n \ SIDEWALK I it •e''10' /
CURVE / TON DRIVE _ WH R
8 R = 399.00
i T = 79.09 a / a�6 / I li I I 10' PRIVATE
3 L = 15 . 17 R399' o I DRAINAGE
/ oI EASEMENT
t PC = 26+54.58 g' c / 2$ N T
L PI = 27+33.67
zPT = 28+10.73\%� \
Z
'o R25' // .a.rj•, 22' I
o
5 / I 50'
\ f 20' PRIVATE
ACCESS I I �7. 49.88
° axOp �, k•Ik..k I EASEMENT O
/ 40' 6'PLANTING
,, STI o
g F; I I 5'CONCRE E 40'
r ` k 5, b:10.45' I I I SIDEWAL
-+
LLJFi
JOB NO.
n 28' S - 2 0' �- I I ° SCALE 1"=30' 40919
\ J e x ' 0 30' 60' SHEET N0.
o� I a,Fv
II I
I I KEY PLAN C5.01
L
_ = 40' 28' / / R25�N�\ I / ••• . EpL
° / NEW HORIZON DR CL i - ° ` 1`
/ PRESERVED CURVE 20` �� \m �Cz CLINT W. -y.
db 04 / STEEP SLOPES m / / S F LET >
I � . C, •
(TYPICAL) o // 0=28°5T16" /5 D yo \':,1.$'•:• •
0 63 / ) o / - ;.;1.$, 2 / C 1 \ `_17�
DRAINIAGEE / 14 ..�. ly�
�p0 ✓ ° / R = 401.00 y + • -o Lic. N 54Jf! 4 •
o / T = 103.54 'j / 6' 6 N / • 9/10/2020 .
o . 28' 6' �r 2EASEMENTG SCALE 1 "=30' STREAM BUFFERo ° L = 202.655' / L ••ss (aG ••
�i C = 200.50 R401' /20' PUBLIC DRAINAGE \ CARDINAL LANE CL TONAL flat � %%••
A 0 30' 60, f / PC = 24+51.93 yp s EASEMENT, TYP.
PI = 25+55.46 6 / g
PT = 26+54.58 / / ti / SIGH 4 = 21' 8 40 0"
DISTANCE 5 R= 218.00 / E
KEY PLAN 6° / \ �' " / EASEMENT I T=82.10 r o
6.
PLANTING °` C = 81.62 — ¢ E
STRIP R25 PC = 10+54.99 / I >
.� o / • 4. 4 / E R218'
mo
y 9 � J —'i Z
k / /
8
6' PLANTING q / I I I ' 5
y �p 5 10' PRIVATE / } a ui a
STRIP 4 0 �� DRAINAGE D Ln 18 ^-20'��+=18' z r- P' MI. / EASEMENT z ,� 0 x U
o / /
uj
/ CONCRETE
NEW HORIZON DR CL SIDEWALK
o jRU itOo
i¢
° B
=US
° woo via*
107.66' >O 10' PRIVATE o°
1 �p / L= 156.16 I o w 2 2 2
o Y lI `/ / R399 / / I I DRAINAGE r >
0 0 1_ ` / / C= 26+5 o EASEMENT O O O
° o / NPC = 26+54.58 6' . ° ° / 28' I N i- U U U
1 0 0 ° / PI = 27+33.67 28'
PT = 28+10.73 �' a a a
pOUPLP1N °� / ' STORMWATER FACILITY ti `ho 5° / L_ — 5� D I =o w w
n� ACCESS R 20' PUBLIC ° �'o 22' z - 1, j
i+r o DRAINAGE EASEMENT o f E - 50' r W W W
/ o o ° o STORMWATER i% / \ 5 20' ACCESS
49.88' I
o o.o ° O 6�FFE� FACILITY EASEMENT Z$xp0 �, , kk.`. \ EASEMENT I I o 0 0
o / , I 1 I 40' + I U PLANTING w H N cl
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STRIP u
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`okS ;.. 5 • \ I , W O DATE
C I e
R25 I IQ
28'2 .. 0 10/30/19
U)_ DRAWN BY
C. GAYNER
oy i I I 10 PRIVATE DESIGNED BY
•
SPp1 STORMWATER \ o0 6. 5 , DRAINAGE • C. SHIFFLETT
FACILITY EASEMENT EASEMENT
6' PLANT ING + \` cP N / 20' PUBLIC + $' •
CHECKED BY
STRIP (TYP.) DRAINAGE
SAN
�y8 / I • C. SHIFFLETT
20' ACSA `a � � , , . / EASEMENT �
sell' / EASEMENT 5 �r.\` • •SCALE
/ 5 I I i 15=30'
SEWER
o I PARCEL 09000-00-00-OOI EO
ISOUTHWOOD CHARLOTTESVILLE LLC
NEIGHBORHOOD MODEL DISTRICT
n I DB. 4773 PG. 328
y
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STEEP SLOPES
(TYPICAL) ` \ \ / JOB No.
+44 *ft �_ 40919
`ftft woo sm �
SHEET NO.
C5.02