HomeMy WebLinkAboutSDP202100006 Plan - Approved 2021-03-094i Cichocki
U lie. No. 53741
SOUTHWOOD PHASE I BLOCKS 9 10 & 11
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SITE INFORMATION
TAX MAP PARCEL, ZONING, AND OWNER INFO:
09000-00-00-001AO
PARCEL AREA: 8.83 ACRES
DB 3375 PG. 063
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)
090A1-00-00-001EO
PARCEL AREA: 22.92
DB 4773 PG. 328
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)
090A1-00-00-001 DO
PARCEL AREA: 86.80
DB 3375 PG. 063
ZONING: R2 RESIDENTIAL
OWNERSHIP OF ALL PARCELS:
SOUTHWOOD CHARLOTTESVILLE LLC
919 WEST MAIN STREET
CHARLOTTESVILLE, VIRGINIA 22903
LIMITS OF DISTURBANCE: 7.97 ACRES
OVERLAY DISTRICT: ENTRANCE CORRIDOR
MAGISTERIAL DISTRICT: SCOTTSVILLE
SOURCE OF BOUNDARY AND TOPOGRAPHY:
BOUNDARY TOPOGRAPHY SUPPLEMENTAL TOPO
WILLIAM S ROUDABUSH, JR. 1974 LOUISA AERIAL SURVEYS, INC. TIMMONS GROUP
ROUDABUSH, GALE, & ASSOCIATES, INC 2003 P.O. BOX 340 28 IMPERIAL DRIVE
ROUDABUSH, GALE, & ASSOCIATES, INC 2015 MINERAL, VA 23117 STAUNTON, VA 24401
DATE OF PHOTOGRAPHY: 03/23/04 TELEPHONE: 540.885.0920
BENCHMARKS DATE OF COMPILATION: 02/02/07 CONTACT: PAUL HUBER, L.S.
(SPOT ELEVATION) AT THE INTX PAUL.HUBER@TIMMONS.COM
OF HICKORY & BITTERNUT ELEV=451.0 SURVEY CONDUCTED: MARCH 2O19
HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID
VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS
INITIAL SITE PLAN
COUNTY OF ALBEMARLE, VIRGINIA
DRAINAGE DISTRICT: MOORES CREEK
WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT.
TOTAL IMPERVIOUS AREA = 4.63 AC
BURIAL SITES: NO CEMETERIES FOUND ON SITE.
BUILDING HEIGHTS: MINIMUM BUILDING HEIGHT PROPOSED IS 2 STORIES (REVEALED ON HIGH SIDE OF TUCK UNDER TOWNS) AND MAXIMUM BUILDING
HEIGHT PROPOSED IS THREE STORIES.
STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH THE USE OF A STORMTECH ISOLATOR ROW,
A STORAGE PIPE, AND A CONTECH JELLYFISH FILTER.
AGRICULTURAUFOREST DISTRICT: NONE
SPECIAL FLOOD HAZARD INFORMATION:
SPECIAL FLOOD HAZARD AREA (FLOODPLAIN)
YES[ ] NO[X]
ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO.
NOTES:
1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
2. A PORTION OF BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (16 IN TOTAL).
3. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7
OF THE CODE.
4. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.
BLOCKS 9-11 SITE PLAN TRIP GENERATION
WEEKDAY
LAND USE
IT
CODE
AMOUNT
UNITS
ADT
AM PEAK HOUR
PM PEAK HOUR
IN
OUT
TOTAL
IN
OUT
TOTAL
APARTMENT&
220
86
D.U.
641
13
34
47
30
17
47
TOWNHOMES
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT:
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
APPROVAL
IBL•Uq
APPROVED
by the Albemarle County
Community Development Department
Date 3-9-2021
File# SDP2021-006
Application Type Initial Site Plan
Lead Reviewer: Megan Nedostup
1/18/2021
SITE
LOCATION
VICINITY MAP
111=10001
DEVELOPER:
HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE
967 2ND ST SE
CHARLOTTESVILLE, VA 22902
OWNER:
SOUTHWOOD CHARLOTTESVILLE LLC
919 WEST MAIN STREET
CHARLOTTESVILLE, VA 22903
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CLINT SHIFFLETT, P.E.
TELEPHONE: (434) 327-1690
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
COA
CODE OF DEVELOPMENT TABLES
C1.0
NOTES & DETAILS
C1.1
NOTES & DETAILS
C1.2
NOTES & DETAILS
C1.3
NOTES & DETAILS
C1.4
NOTES & DETAILS
C2.0
EXISTING CONDITIONS & DEMOLITION PLAN
C2.1
BLOCKS & OVERALL PLAN
C4.0
LAYOUT & UTILITIES PLAN
C4.1
LAYOUT & UTILITIES PLAN
C4.2
LAYOUT & UTILITIES PLAN
C4.3
ROAD PLAN
C4.4
ROAD PLAN
C4.5
ROAD PLAN
C4.6
HOUSING & DENSITY PLAN
C4.7
OPEN SPACE PLAN
C4.8
LOT & EASEMENT PLAN
C4.9
LOT & EASEMENT PLAN
C4.10
LOT & EASEMENT PLAN
C5.0
GRADING & DRAINAGE PLAN
C5.1
GRADING & DRAINAGE PLAN
C5.2
GRADING & DRAINAGE PLAN
C5.3
DETAILED GRADING PLAN
C5.4
DETAILED GRADING PLAN
C5.5
DETAILED GRADING PLAN
C7.0
STORM PROFILES
C7.1
STORM PROFILES
C7.2
UTILITY PROFILES
C7.3
UTILITY PROFILES
C7.4
UTILITY PROFILES
C8.6
SIGHT DISTANCE PROFILES
C8.7
SIGHT DISTANCE PROFILES
C8.8
SIGHT DISTANCE PROFILES
1-1.0
OVERALL LANDSCAPE PLAN
1-1.1
DETAIL LANDSCAPE PLAN
1-1.2
DETAIL LANDSCAPE PLAN
1-1.3
DETAIL LANDSCAPE PLAN
L2.0
LANDSCAPE NOTES AND DETAILS
INITIAL SITE PLAN TOTAL
NUMBER OF SHEETS = 39
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DATE
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DRAWN BY
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DESIGNED BY
C. GAYNER
CHECKED BY
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FLEXIBLE USE STRUCTURES
LOT GROSS FLOOR HEIGHT FRONT SIDE REAR PARKING
AREA (SF) SETBACK SETBACK kETBACK
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.
APPROVED
by the Albemarle County
Community Development Department
Date 3-9-2021
File # SDP2021-006
Application Type Initial Site Plan
Lead Reviewer: Megan Nedostup
HOUSING MIXTURE PLAN TABLE
PARKING REQUIRED AND PROVIDED
TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK
TOTAL
TOTAL PARKING
ASSOCIATED
LOTS
HOUSING TYPE
PARKING
SPACES
PARKING SPACE
NEIGHBORHOOD CENTER SPECIAL AREA
PLAN(S)
LOCATION
REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12
(115' MEASURED ON BOTH SIDES FROM
SPACES
PROVIDED
HICKORY STREET RIGHT-OF-WAY)
SINGLE FAMILY
6
6
(4) ON -SITE, (2) ON
BUILDING HEIGHT
3, 12, 34
DETACHED
CARDINAL HILL LANE
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'
(16) ON -SITE, (1) ON
FRONT SETBACK
FRONTS SHALL ORIENT TOWARDS HICKOI
16+2 GUEST =
18
HORIZON ROAD, (1)
MIN. 5'
4, 5, 8-11,
18
MAX. 5' S' 18'A
20,
37,38
DUPLEX
ON WARDELL CREST
STEPBACK
SDP202000048
(39) PARKING LOT, (1)
MIN. N/A N/A 15r 15E
15r
MULTIFAMILY (2) 6-UNIT
40
40 (2 ADA VAN)
ON CARDINAL HILL
AT BUILDING HEIGHT OF 40' 40'
3 STORIES OR 45'
SIDE SETBACK
13
AND (2) 4-UNIT
LANE
3' 3' 5'
MIN. 5'
NO MIN.
20+2 GUEST =
(20) GARAGE, (2) ON
MAX. NO MAX. NO MAX. NO MAX. NO MAX.
NO MAX.
22
14-23
TOWNHOMES
22
CARDINAL HILL LANE
REAR SETBACK
16+2 GUEST=
(16) ON -SITE, (2) ON
MIN. NO MIN. 5' 5' 5'
NO MIN.
18
MAX. NO MAX. NO MAX. NO MAX. NO MAX.
NO MAX.
25-32
TOWNHOMES
18
WARDELL CREST
TRAIL BUFFER SETBACKS
26+4 GUEST=
(34) GARAGE, (4) ON
MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN.
O' MIN.
1-17
TOWNHOMES
30
38
ALLEY 3
MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX.
NO MAX.
11+ 2 GUEST=
(14) GARAGE, (2) ON
GARAGE SETBACK TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT
26-32
TOWNHOMES
13
16
ALLEY 1
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.
20+3 GUEST=
(26) GARAGE, (3) ON
41-53
TOWNHOMES
23
29
ALLEY 1
MAX. PORCH &DECK 4' 4' 4' 4'
9'
ENCROACHMENT
8+2GUEST =
(10) GARAGE, (2) ON
12
54-58
TOWNHOMES
12
ALLEY 1
MAX. EAVE & OVERHANG 2' 2' 3' 3'
3'
THIS PLAN
12+2 GUEST =
(16) GARAGE, (2) ON
ENCROACHMENT
18
18-25
TOWNHOMES
14
ALLEY
SINGLE BUILDING
3,000 SF 3,000 SF 10,000 SF 20,000 SF
20,000 SF
12+2 GUEST =
(16) GARAGE, (1) ON
FOOTPRINT MAX. NON-RES.
18
33-40
TOWNHOMES
14
ALLEY 1, (1) ON ALLEY 3
STREET FACING BUILDING
18+3GUEST =
27
(24) GARAGE, (3) ON
LENGTH
MIN. NO MIN. NO MIN. NO MIN. NO MIN.
50,
59-70
TOWNHOMES
21
ALLEY 1
MAX. 200' 200' 200' 200'
275'
71-72
TOWNHOMES
24
25 (2 ADA VAN)
(25) ON ALLEY 3
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.
a 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
(T) 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% AM
40 yrs
40 yrs
0-15
4
1
Habitat Single Family Detached
Ownership
25%-80% AM
0-10
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% AM
10 yrs
0-5
5
Habitat Condominium
Ownership
20%-80% AM
40 yrs
0-20
15
5-8
Habitat Townhome
Ownership
25%-80% AM
40 yrs
0-30
18
Habitat Single Family Attached
Ownership
25%-80% AM
40 yrs
0-15
4
Habitat Single Family Detached
Ownership
40%-80% AM
40 yrs
0-10
2
Workforce
Ownership/Rental
60%-120% AM
NA
0-10
0
Accessory Units/Carriage Units
Rental
0%-80% AM
10 yrs
0-5
0
Number
Provided with
This Plan
Market Apartments
Rental
Unrestricted
NA
200-225
0
9-12
Market Townhomes
Rental
Unrestricted
NA
40 yrs
0-30
70
16
Habitat Townhomes
Ownership
25%-80% AM
0-30
Deeply Discounted Units
Rental
0%-30% AM
10 yrs
0-5
0
LIHTC Apartments
Rental
40%-60% AM
30 yrs
80
0
Original Proffers X
Amendment
PROFFER STATEMENT
ZMA No. 2018-003
Tax Map and Parcel Number(s): 09000-00-00-001A0, 090A1-00-00A01E0, 07600-00-00-051AO
Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC
Date of Proffer Signature: _August 2, 2019
33.96 acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMl) and TMP
90A1-lE (23.33 acres) which is to be rewned 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-WO51AO (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 2MA 2005-00017.
1. Removal of Proffers and Amendment of Code of Development for Biscuit Ran ZMA 2005-00017
included on Tax Map Parcel 090A1-00-00-0O1E0. 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-OOIAO and 07600-00-OOS I AO) shall comply with the application plan and
the Code of Development, entitled, "Southwood Phase 1, A Neighborhood Model District," dated February
20, 2018, last revised July 29, 2019.
2. Trails, Parks, Civic Spaces.
a. Greenway Connections to Potential Adiacent 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 ("the 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 (100') 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 I (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 TNT 76-51. The pedestrian improvements shall be constructed prior to
the issuance of the 300m Certificate of Occupancy in Phase 1.
SOUTHWOOD CHARL4DTTESVILLE, LLC,
a Virginia limitp 1 ability compare
By:
Dan Rosensweig, Manager
Y
D. Cichocki
lie. No. 53741
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DATE
111812021
DRAWN BY
C. GAYNER
DESIGNED BY
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CHECKED BY
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SCALE
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GENERAL NOTES
LEGEND
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
28.
CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE
LATERAL STUB -OUT
STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE
SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.
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
13.
THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF
STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03.
THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
30.
THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
31.
HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
14.
THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER
32.
ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT
MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS
THE END OF THE DAY
INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE
33.
VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
CONTRACTOR.
34.
ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED
15.
ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL
BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES.
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 lease consult with VDOT.
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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 accurate] portray the as -built centerline and the position of the roadway
9 g YP Y P Y
within the right-of-way or easement. Any portions outside the right-of-way or easement must be
corrected by plat or construction.
b. Vertical Alignment - Show and label measurement points, and an interpreted line between
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.
tWIUelllal Ire %.uulrty
Private Road Acceptance Procedure
This is the procedure developed by the Albemarle County Community Development Department for the
completion of private roads. The items in this list must be completed in the order given.
1. Tests and Inspections: Have all necessary tests and inspections performed by a professional
engineer or geotech, or VDOT certified inspector. This should include, at a minimum,
a. California Bearing Ratio (CBR) tests,
b. stone depth inspections, including installation of under -drains and cross -drains,
c. fill compaction tests,
d. pipe and drainage structure video inspections or equivalent,
e. base and surface pavement inspections, documenting materials, thickness and compaction
f. concrete tests
structural and related inspections for
g an bridges P Y es and foundations g
Compile a report of these tests, certified by a professional engineer, and submit this report with the
as -built plans.
2. As -built plans and plats: Provide drawings of the constructed improvements according to the
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Albemarle Count As -built Road Plan Policy. Provide copies of all recorded drainage easements
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sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents
from the Clerk's office. Before completing as -built drawings, make any corrections necessary to
ensure all improvements are within right-of-ways and easements.
3. Bond inspection: Request a bond reduction or release inspection from the County, which will
reduce or release your bond, indicating completion or partial completion, or generate a letter
indicating items in need of documentation or completion. The following documents will be needed
with your bond inspection request;
A. Completed Bond Inspection Request form and fee
A form and fee are required for each bond, such as for a project with multiple phases and bonds.
B. As -built documents per items I and 2 above.
An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any
releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all
improvements are in right-of-way and easements.
C. Signed and sealed letter from a professional engineer listed 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.
D. Completed Certificate of Completion
This form mutt he received for release of a bond It is availahle on the enuniv wehsite. In the case of
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/100SF. 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
j Department of Community Development
Construction Record Drawings (As -built) for VSMP
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 any pipes which are not accessible or viewable.
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.
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
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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 1 of 4
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
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I. Prior to 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 tan as drawn may not accurate] reflectthe requirements of
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).
APPROVED
by the Albemarle County
Community Development Department -
Date 3-9-2021
File # SDP2021-006
Application Type Initial Site Plan
Lead Reviewer: Megan Nedostup
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111812021
DRAWN BY
C. GAYNER
DESIGNED BY
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CHECKED BY
B. CICHOCKI
SCALE
N.A.
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JOB NO.
47036
SHEET NO.
C1.0
L
CO -I
( EW-12
TOP OF CUT PAY UNITS FOR ITYPOAL)
OUTLET PIPE TO
PA NEW BEGN WITH 45•
Sl� DITCH LIE ELBOW /
IF
COMBINATION UNDERDRAN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT /
CENTER LINE SECTION TRAVEL LAIE ,u'�5 /
(WITH TYPE I SELECT MATERIA.) - _rt- - -
TRENCH PLACEMENT EDGE OF PAVEMENT PAY LISTS FOR
OLITLET PIPE T(
ELBOW
WITH 45-
f- PAVEMENT SURFACE & BAY
TOE OF FILL
0 0 0 0 0 0 0 6 o f- SUBBASE l -�
6.6.6. 26 6. o.o. SELECT MATERIAL TYPE IONI .�� (TYPICAL)
•57 AGGREGATE, I5 AGGREGATE OR CRUISED Q/•S
GLASS MEETING'08 GRADATION REQUIREMENTS.
GEOIE%7LE DRAINAGE FABRIC PLAN VIEW
Imo! (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN)
OR
, PAVEMENT SUFAGE L BAY
0 0 0 0 0 0 0 0 0, SUIISASE OR CEMENT S7ABIU= SUBBASE
-SELECT MATERIAL TYPEI OR SUBGRADE
(CEMENT OR LINE STIBLDED)
GEo1ExTlE 057 AGGREGATE. Ie AGGREGATE OR CRUSHED
F GLASS MEETING IS GRADATION WOUPEbENTS. GENERAL NOTES
t UNLESS SPECIFICALLY INDICATED COMBINATION IINDERDRAN WILL NOT BE
LOCATED AT THIS PONT WHEN MOTH SUBBASE AND SUBGRADE ARE STABLI7ED.
2. TRENCH SHALL BE FLIED WITH AGGREGATE AND THROUONLY HIND TAMPED TO
INSURE COMPACTNESS
NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LINE PAVEMENT AND
SHALL BE PLACED ON A ORAGE PMAI TO THE SHOULDER SLOPE 2 X W. (3 %
OESRABLE) GRADE.
TYPE OF PPE
CRUSHING STRENGTH
A(W.T.
4" NOLL pNETER
I AW.T.
5" MOM. DIAMETER
SMOOTH WALL PVC
.OJ
0.16.T
SMOOTH WALL PE
1
1 70 PSI MAIM
1
1 70 PSI AMA
4. ON CURB ND GUTTER SECTIONS. WHERE IT 5 IMPOSSIBLE TO OTHERWISE PROVIDE
OUT ETSS FOR MBEIOR S RNRS THEY NE TO BE LOCATED W AS TO DRAIN INTO DROP
5. ON SPDELEVATED SECTIONS TRENCH 6 TO BE UNDER ENTIRE PAVEMENT AREA
WITH CUTLET PPE ON LOW SIDE ONLY.
e. INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MIL.AN OF T-C' ABOVE
INVERT ELEVATION OF RECEIVNG DRAINAGE DITCH OR STRUCTURE.
N WALL THICOESS OM - INCHES 7. ALL COINECT06 (ELBOWS WYES. ETC.) WITHIN PAY UNITS FOR OUTLET PRE ARE TO
AMA TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTIN. BE OF THE SINE CRl51EO STRENGTH AS THE OUTLET PPE.
S. OUTLET PRE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE
STRUCTURE.
ROAD �STANDARDS STANDARD COMBINATION UNDERDRAIN SPECIFICATION
SEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232
501
OB.O4 VRGIIU DEPARTMENT OF MANSPORTATON 701
CO-2
I•t �P -UNITS OF PAY FOR
TOP OF
11.f
EDGE OF PAVEMENT
COMBINATION UNDERDRAIN CD-2 ON FILLS
TRAVEL LINES
CENTER LINE SECTION
1--ai--Li _-_---_�-- _
(WITH TYPE 1SELECT MATERMU
I I•J
EDGE OF PAVEMENT
TRENCH PLACEMENT
SHOULDER LIE
ICAL �+1 TOE OF FILL
--PAVEMENT SURFACE Y BAY
/
0 0 0 0 0 0
0 o SUBBASE
FOR
OUTLETPIPE
6 6 6 6.6 6.6. 6
6 6 6 .
666.6
SELECT MATERIAL TYPE MORE
PLAN VIEW SHOWING PLACEMENT OF
CD-2 UNDERDRAN
•
.1.-0�
I57 AGGREGATE, 68 AGGREGATE OR CRUSHED
GEOTEXTEE
DRAINAGE�,.__:.I
GLASS MEETING 48 GRADATION REOUEMINTS.
NON -PERFORATED OUTLET PIPE
FABRIC
OR
r PAVEMENT SURFACE 6 BASE
TYPE OF PIPE
CAUSING STRENGTH
N W.T.
.. MOM.OUAETER
XW.T.
e" NOSE. dNETER
SMOOTH WALL PVC
1 .103
1
1 0.153
SMOOTH WALL PE
1
1 70 PSI MAN
70 PSI )NN
0 0 0 0 Ot�AGGREISATE
SUBBASE OR CEMENT STABL® SUBBASE A WALL THICKNESS (MIN)- INCHES
LT'SELECT MATERIAL TYPEI OR SUBGRADE
(CEMENT OR LIE STABILIZED) MMA TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION.
OR CRUSHED
GEOTEXTLE CLASS MEETING Ile GRADATRN REGUREMENTS.
°RAew�Ec GENERAL NOTES
t TRENCH SHALL BE BLED WITH AGGREGATE AM TIROUGILY HMO TAMPED TO
INSURE COMPACTNESS.
APPROACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND
SMALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MN.(3%
DESIRABLE) MAN.
BRIDGE CD-2 SUBBASE A3. ON CURB AND GUTTER SECTIONS. WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE
OUTLETS FOR U DERORARS, THEY ARE TO BE LOCATED S) AS TO DRAIN INTO DROP
CID INLETS OR MANHOLES.
5'-0• GATE BASE IN, DEPTH)
TYPE I 4. ON S PEIEIEVATED SECTIONS. TRENCH 6 TO BE DOER ENTIRE PAVEMENT AREA
42E N0. 21B AS MA PO WITH OUTLET WE ON LOW SIDE ONLY.
5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-0• ABOVE
INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE.
PLACEMENT OF CD-2 UNDERDRAIN AT 5. ALL CONNECTIONS (ELBOWS. WYES, ETC.) WITHIN PAY UNITS 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.
SPECIMTION
REFERENCE STANDARD COMBINATION UNDERDRAIN �V[>QT'
ROAD MAD BRIDGE STNDIR05
232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVsOH DATE sm 1 aF 1
501
70, VRQHIA DEPARTMENT OF TRANSPORTATION1 (p5,06
CG-6
NOTES:
1. THIS REM WY BE PRECAST OR CAST N RAGE.
2. CONCRETE TO BE CLASS A3 F CAST N PLACE,
4000 PSI F PRECAST.
3. COIBINATON CU F43 Is GUTTER HAVING A RADIUS
OF 30% FEET OR LESS UILONG FACE OF CURED
SHILL BE PAD FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER, THE BOTTOM OF THE CURB 5 GUTTER
BE COISTNOTED PWTALLEL TO THE SLOPE
COURSES AM TO THE DEPTH OF
THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CG-5
5 BASED ON ROADWAY CLASSIFICATION AND
DESIGN WN IN APPENDIX A OF
R THE ROAD EDOESCN Y D ML N THE SECTION
ON GS URBAN STANDARDS.
D
n
1"'T
A
BE CONCRETE
OF THE CONTRACTOR
ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS
O5 REVISION DATE SHEET I OF 1
502 VRGIIU DEPARTMENT OF TRANSPORTATION
201.03
7
9
A
R1-1
STOP
•ReMm spad(Ip 40%
A
B
C
0
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F
18
375
6
6 C
3
7.75
24
.63
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 (RETROREFLEGTNE)
BACKGROUND - RED (RETROREFLECTIVE)
1-1
MUTCD STOP SIGN DETAIL
No Scale
TOP OF CURB
i VA
CONTINUE 21 B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
FLUSH CURB (PARKING
No Scale
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•
APPROVED
by the Albemarle County
Community Development Department
Date 3-9-2021
File # SDP2021-006
Application Type Initial Site Plan
Lead Reviewer: Megan Nedostup
I
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NON -SLIP BROOM FINISH
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.
2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
(PLACED IN ONE LIFTS)
v 8" TYPE 21 B AGGREGATE BASE COURSE
/\\\/�\ j�\\/�\\/��� COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
2016 ROAD & BRIDGE STANDARDS
NOTE: WHEN A PEDESTRIAN ACCESS ROUTE
y CROSSES A COMERCIAL ENTRANCE
THE CROSS SLOPE SHALL BE 21. FOR
x I A WIDTH OF 5 FEET.
3 A� XXSTREET APPROACH SAME SURFACING
(RADIUS TO BE AS wG AS MAINLINE ROADWAY (SEE NOTE 3)
SHOWN ON PLANS) vl
_ _ _ _ _ _ (RADIUS 70 BE AS
SHOWN ON PLANS)
/ CC-2 C CG-6
( N T ,)
L----
GENERAL
NOTES
1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3
OR CG-7, THE CURB FACE ON THIS STANDARD IS TO
BE ADJUSTED TO MATCH THE MOUNTABLE CURB
CONFIGURATION.
CC-11
2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE
- - -
B 0
SIDEWALK
USED WITH THIS STANDARD.
SIDEWALK
NOTE 5)
I OPTIONAL
UNPAVED SPACE
3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
- -
N FLOW LINE
R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION
"-
-----I�R t-----
REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
EXPANSION
U,
EXPANSION
OMITTED IN THE ENTRANCE.)
JOINT
I
JOINT
4. RADIAL CURB OR COMBINATION CURB AND GUTTER
- -
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
NOTE WROTH " OR AS MAINLINE ROADWAY
EXCEPT FOR REPLACEMENT PURPOSES.
O TYPICAL
SHOWN ON TYPICAL
�(y
SECTION. A
PLAN VIEW
ENTRANCE NOTES
5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
MAINLINE ROADWAY SLOPE
TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS
10'PARABOLIC CURVE (ENTRANCE ONLY)
WITHIN THE LIMITS OF THE RADIISHOULD BE
INCREASED TO 7". (SEE CG-13)
EDGE OF PAVEMENT OR
8% MAX.
D
OPTIONAL FLOW LINE
GRADE CHANGE Ea -
- - 0
6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
(SEE
LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
MAINLINE ROADWAY
_ - - - - - - -
- - - - NOTE 7)
THE ENTRANCE.
8% MAX. ®
D
7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
GRADE CHANGE
-
^D' ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
D
TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
CONNECTIONS.
5' MIN.
20' MINIMUM FOR
COMMERCIAL ENTRANCE
INTERSECTION NOTES
8. WHEN CG-111S USED FOR STREET CONNECTIONS, THE
® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE.
CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
SECTION A A
OF THE VDOT ROAD MANUAL, INCLUDI STOPPING
SIGHT DISTANCE AND KESIGN VALUE REO IREMENTS.
9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A
�{
I�
PORTION OF
GINTERSECTTIiONROVIDE POSITIVE DRAINAGE
I
I
B
ACROSS HE
7II-�II2
ALLOWABLE ENTRANCE GRADE CHANGES
,j
' ° ' °' CLASS A3 °' _1
.e. .e,
(H.E.S.) u u , u . a. • �• ' °• -
CONCRETE
SECTION C-C
ENTRANCE VOLUME
GRADE CHANGE
"D•'
DESIRABLE
MAXIMUM
HIGH
MORE THAN 1500 VPD
0 %
3 %
MEDIUM
500_1500 VI
_
LOW
LESS THAN 500 VPD
56X
8X
NOTE ALLOWABLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
SPECIFICATION XV DOT
REFERENCE METHOD OF TREATMENT
ROAD AND BRIDGE STANDARDS
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04
2016 ROAD & BRIDGE STANDARDS
PRIVATE ROAD CROSS SECTION
C/L
CG-6 1.5" SM-9.5A
22'
2 5' (PAVEMENT WIDTH)
1 COMPACTED SUBGRADE
2" IM-19.OA
5, 6' 3" BM-25.OA
SIDEWALK (PLANTING STRIP)
47' PARCEL WIDTH
COVERED BY PRIVATE & EMERGENCY ACCESS EASEMENTS
NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND
ALBEMARLE COUNTY DESIGN STANDARDS. 1' BEYOND THE BACK OF CURB (TYP.)
PRIVATE ROAD CROSS SECTION
No Scale
ALLEY 1 (WHOLE LENGTH)
ALLEY 3 (9+85.27 - 17+25 & 19+65 - 20+55.64)
CG-6
C/L 1.5" SM-9.5A
VARIES 20' MIN
(PAVEMENT WIDTH)
t-2% TYPICAL (VARIES)
SUBGRADE --�4 1 „
NOTE: ROAD CROSS SECTION COMPLIES WITH
ALBEMARLE COUNTY DESIGN STANDARDS.
ALLEY CROSS SECTION
No Scale
CG-2
2 IM-19.OA
3" BM-25.OA
TE & EMERGENCY ACCESS EASEMENTS
AGGREGATE SHALL EXTEND
1' BEYOND THE BACK OF CURB (TYP.)
ALLEY 3 (17+25 - 19+65)
ALLEY 4 (WHOLE LENGTH)
C/L 1.5" SM-9.5A
VARIES 20' MIN
(PAVEMENT WIDTH)
f 2% TYP
COMPACTED SUBGRADE
NOTE: ROAD CROSS SECTION COMPLIES WITH
ALBEMARLE COUNTY DESIGN STANDARDS.
ALLEY CROSS SECTION
No Scale
CG-2
CG-2 (HEIGHT VARIES SEE
ROAD PLAN SHEETS FOR
AREAS OF FLUSH CURB)
2" IM-19.OA
3" BM-25.OA
TE & EMERGENCY ACCESS EASEMENTS
AGGREGATE SHALL EXTEND
1' BEYOND THE BACK OF CURB (TYP.)
ALLEY 2 (WHOLE LENGTH)
C/L 1.5" SM-9.5A
VARIES 20' MIN
(PAVEMENT WIDTH)
COMPACTED SUBGRADE
NOTE: ROAD CROSS SECTION COMPLIES WITH
ALBEMARLE COUNTY DESIGN STANDARDS.
ALLEY CROSS SECTION
No Scale
2" IM-19.OA
3" BM-25.OA
TE & EMERGENCY ACCESS EASEMENTS
AGGREGATE SHALL EXTEND
V BEYOND THE BACK OF CURB (TYP.)
.5'
6'
(PLANTING STRIP)
CG-2
5'
SIDEV
CG-2 (HEIGHT VARIES SEE
ROAD PLAN SHEETS FOR
AREAS OF FLUSH CURB)
CG-2 (HEIGHT VARIES SEE
ROAD PLAN SHEETS FOR
AREAS OF FLUSH CURB)
CG-2 (HEIGHT VARIES SEE
ROAD PLAN SHEETS FOR
AREAS OF FLUSH CURB)
Yi D. Cichocki
Ne. No. 53741
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111812021
O
DRAWN BY
C. GAYNER
• DESIGNED BY
• C. GAYNER
• CHECKED BY
B. CICHOCKI
• • SCALE
• N.A.
•
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JOB NO.
47036
SHEET NO.
C 1.1
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THOF
S-1
WP-2
'9
TRAVEL LINE ASPHALT PAVEMENT WIDENING
oN 82 3/.• (D3M MOM
DM 27 1/2- CIA
BOLTCY4[699mm] [38mm]_
7-
CY�
�Y�ADJACENT
.CONCRETE
O 2 1/4- DIA
BUMPER BLOCK/
sHME ro EIEVATON
MD-PONT OF
, ...
EDGE OF EOSNC PAVEIENi
.
[t78mm]OF
�D. Cichoclri zANCHOR
WITH 5!8" REBAR
/���i BEST �•
(As DErERIANED N FEUD)
A�IMBEDDED
(10
24" IN GROUND
SIGN
�' "- SHAPE TO
OF I
I
SICK COAT TE PROPOSED
L 24' DuOF
lic. No. 53741 1HANDICAP
LOCATION (VAN)
PPE
PIPE
COMETRUCTION JONT EXSTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
-----
E
f /ru/�( �4LOCATION
HANDICAP SIGN FACE OF
(TYP.) CURB
I
: - I I
E%ISTING SUBBASE PROPOSED su9BASE
_2e�6m]u�Or
[722mm] [i6mm]
s �yi"---------
+ •
-------- -------
sLe°aADE
3B'D ° 26SI01
O O [91smm] (66 m 1/2•
13 16" [38mm]
L t�coNPACTm
.
EDP
% ' ��j
CONSTRUCTION JOINT DETAIL
FRAME SECTION [2omm]
PAINTED
..�
OF OUTLET p°R''R'NpE TO (INERT
® REMOVE EXISTING /SPHILT LAYERS TO E%STNG SU®ASE AND REPLACE WITH PROPOSED ASPIIILT WIDENING LAYERS
2' (51PUR) LITERS
�� F105�
m0 E
PER 2% MAX. 18' 18'
\� SECTION A -A
® PROPOSED MINIMUM 1'/, INCH TORCH ASPHALT SURFACE COURSE (SEE NOTE 5>
• MINIMUM U INCHES, OR GREATER AS MECESSMY TO ABUT THE FULL THCIQESS OF E%STNG ASPHALT LAYERS
1. 1
(25mm] N A 3 1/8 1/Y 11
N U
4"
A5 DETERMINED BY CORES (SEE NOTE 3)
�jP �y [79mm]
4" VDOT
SPEC. PAINTED
TRH, IONB
PPE DIAETERs WHEN 1 METHOD OF TREATMENT IN DROP INLETS
BBB of
3 13/16- 0 22 13/16'3mm]
2 1/8' [97mm] [.7;^]
> E
v E
STRIPE
PIPES AM
PIPES "E °1C0"R°ED'
NOTES
[�" "
1 3/6' [635mm]
w -
(TYPICAL)
�6
,. ASPHALT PAVEMENT WDENNG SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VOOT ,IIOCmLFES nD IE APPROVED BY THE ENGINEER.
8 IMAMS- [35mm] 9/16' O.D. OF GKT GROOVE
[17mm]
w� 3
U i 3
e
R' I •j' O' 8' 6' I��
\
\
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS Mq TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUSS FACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED N THE PAVEMENT DES".
114mm] SECTION VIEW 1/4" (6mm) DIA
CAM BOLT
NEOPRENE GASKET
a W p 3
U.
TYPICAL VAN
NOTES,
SHAPING OF MNIHM AND INLET INVERTS N ACCORDANCE WITH \
THIS DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN
3. A MINIMUM OF THREE CORES SHALL BE 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 WO FEET MART.
SEE ASSEMBLY
DETAIL (2) WSNR TAMS X 5/B % 1 1/2
RUBBER PART/ ONS1046
0 O
IY W L (+,
a U m
Z
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES REGULAR SPACE
ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF j \ To NVMT OF
STRUCTURE. OUTLET PIPE
t
MANHOLE OR DROP 0497 S TO BE FORMED AND CONSTRUCTED /
4. THE ADJACENT TRAVEL LACE SHALL BE M4ED A MINIMUM DEPTH M I %, INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE To MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE.INLESS WAVED BY TIE ENGINEER.
[� / (2) MY HEX S/8-11X3 1/2 55
S �Z (2) COROD 1800• 1 5 8'
l W PICKDARG 5mm
[ [41mm PART/ 0096115E
a �
w _J - LA
M
CC > O N
O
N ACCORDANCE WRH APPOGdE STANDARD OR SPECIAL DRAWING.
TIE INVERT SHAPING AS DETAILED HEREON S TO CONSIST OF A •
PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS M OR B
/
5. THE ENGINEER MAY REQUIRE THE MLLNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
-2400•
1/2' 2
[6mm 6S DIA STAFNLESS STEER. ROD () WSHR 5/B ID ISO OD 55
1 1/8' (29mm) DIA BOSS [73mm PACT# 00981318
CL O
V1 ry 7
LC W
d
APPROVED
CLASS C EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE /
CONSIST STONE BROKEN BACK, `
OR TO Y N DAMCONCRETE
I R
I. E%ISrNG PAVEMENT MAlmcs AND MARKERS WITHIN THE PROJECT LIMITS SHAL a RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TE-N SHA.L CONFORM TO THE REOUIRE ENTS OF SECTION 3,5.o5(G OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
PLAN VIEW
PICKBAR & LOCKLUG HOLE DETAIL
aD+ R.•,
Z_ r -
0 U= x
<i O
U
by the Albemarle County
OR BROKEN CON E ,%
BROKEN CONCRETE OR BRdEN CONCRETE BIOTAO THE SUFACE
BE LEFT 9DOTH MEANS HAD TROWELLING. NONE I I
AT TE-N LOCATIONS SHILL BE TESTED USING A D FOOT sTRNGHTEDGE N ACCORDANCE WI N THE REQUEMEMS OR SECTION 315.07(R) OF THE
Nis 2) NUT IOf 11 ZN NYLK
Q J U Q
W
Community Development Department
OF THE TE E
OR THE COARSE AGGREGATE SMALL HEWN E%POSED. ,
OETA S of INVERT SHMID AD srowN KAEOR ARE FOR IXIMPLE --- •
SPECIFICATIONS,
PART+ 009812%
2M
1. ALL MANIHOLFS W THN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/3-11 ZN
a' Oj LL
7 •L =
0
Date 3-9-2021
PURPOSES OMLV. EACH MANHOLE OR DROP NET IS TO BE SHAPED - - •
NDIVOVAlY TO BEST FIT THE PARTICULAR NET AND OUTLET
2. ALTERNATIVE DESIGN FOR WAIMGHT COVERS WILL BE CONSDERED. PAKrf W901220
A COVERS SHALL BE FIXED TO FRAMES NTH LOOKING LUGS OR SIMILAR ASSEMBLY.
U7 = 4
U j D
Z
O
File# SDP2021-006
CONFIGURATION AD FLOW LINES.
SECTION e e
TYPICAL WATERTIGHT (�D'an PDLOCK "'9T685
A
Ln
Application Type Initial Site Plan
PLAN
METHOD OF TREATMENT IN MANHOLES
MANHOLE FRAME & COVER LOCK LUG ASSEMBLY
V1°4'-
w
Lead Reviewer: Megan Nedostup
N.T.S FIGS(-E
- -
Ii v
°° J
xVO�
STANDARD METHOD OF SHAPING
SPECIFICATION
`V�r
ASPHALT PAVEMENT WIDENING
SPECFICATON
REFERENDE
ROAD AD BRIDGE STANDARDS
MANHOLE &INLET INVERTS
ROAD AD BRIDGE STANDARDS
FOR WIDENING SUBJECT TO TRAFFIC
0 LU
LU
SHEET I OF ,
REVISION DATE
SHEET , OF 1
REVISION DATE
TYPICAL PARKING SPACE DETAILS
J02
,u
�By.B2
X1I.08
VRGNA DEPARTMENT OF TRANSPORTATION
VRGNA ° ARTIENT W TRA6PORTATXM
No Scale
2016 ROAD & BRIDGE STANDARDS
vi
FRAME & COVER
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE
SEE FIG. S-1-D, E
O
SIGN
'ACTH PART V, SECTION G OF THESE SPECIFICATIONS
FRAME & COVER
PLACE 5' GALVANIZED " WITNESS " POST WITH
STREET SURFACE OR
STD. U POST
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
NON -PAVED AREA
GALVANIZED
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
".
(SEE FIG. S-I-D,E)
=
r TO HIGHWAY DEPARTMENT APPROVAL
::-'. ; '`.� ;
SLOPED AREA
STREET SURFACE OR
'" " ' �•
FINISHED GRADE
SET DOGHOUSE BASE +: •• EXISTING SANITARY
NON -PAVED AREA
2'-0" RUBBER COATED STEEL STEPS
1'-O" MAX s CAST IN PLACE
j
.w.
uJ
F-
ON CONCRETE BLOCKS SEWER PIPE
•
SLOPED AREA-4'
e
o
:'
DOGHOUSE OPENING SHALL '' '•' •'•. A' ';. MIN. 12" CLEARANCE
•ORMED
• PRECAST REINFORCED CONCRETE
z
6'
BY' • ' ' AND STONEBEDDINGPE
MANUFBE ACTURER OR T-;,.,;.•,
1'-0" MAX
0 SECTIONS WITH "0" RING SEALS
p
DATE
SAW CUT TO FIT PIPE* :.. +
OR APPROVED EQUAL
to
o
OUTSIDE DIAMATER'•'.' :..:,
2'-0"
>
POST TO BE
II ADJUSTABLE TRAFFIC RATED
PLUS 6". ;'.ti
3' 0" MIN e
W
1/I8/2021
DRIVEN
II VALVE BOX W/ LID
12' THICK VDOT
•
THE DROP CONNECTION SHALL BE
O
DRAWN BY
Z U
No. 68 STONE BEDDING
.
RUBBER COATED STEEL
e 0 DUCTILE IRON PIPE (CLASS 50)
r
EINB%16" AND 4NON16' `
3'-0" MIN
STEPS CAST IN PLACE
5" BACKFILLED IN 6- LAYERS AND
SOLID CONCRETE BLOCKS
CENTER W SER
'
COMPACTED BY HAND TAMPERS OR
C. GAYNER
N
WALL 4 EACH) DOGHOUSE MANHOLE BASE
PRECAST REINFORCED
12 MIN BACKFILLED WITH SELF -COMPACTING
5
„(III,(III,IIIII,NMI„IIIIIIWIWI,II,,,III,I„II,,,IIII„III„MINIINIII,,,IIII,IW...... III,W„W,II,IIII„I,WIIWI
CONCRETE SECTIONS 12 MIN
"0" RING SEALS • 16" MAX
16" MAX STONE.
DESIGNED BY
N
5"�0
-
C
MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING
AROUND EXISTING PIPE
MINIMUM ELEVATION
A
MINIMUM ELEVATION DIFFERENCE
••
C. GAYNER
_-
BE CONSTRUCTED AS SHOWN WITH 3.000 PS CONCRETE
DIFFERENCE ACROSS M.H. 5" 4'-0"
12"MIN 12"MIN ACROSS M.H. FROM INLET TO
ON FIGURE S-1-A OR NON -SHRINKING GROUT
FROM INLET TO OUTLET
VARIE 0 OUTLET SHALL BE 0.20 FEET
•
CHECKED BY
-
M.J. GATE VALVE
BE 0.20 FEET. }
CONCRETE .• VARIES
'• A FILLETED INVERT FOR A SMOOTH
•
B. CICHOCKI
=_-_=
ALLOW CONCRETE WRAP EXISTING PIPE WITH
DEPTH OF FLOW IFILLETS
CHANNEL TO BE
3/4 DIAMETER OF .
• TRANSITION OF FLOW BETWEEN
;. 1. INLET & OULET PIPE SHALL BE
. . Q PROVIDED.
• •
SIGN AND POST DETAIL
SCALE
1' FLOW A MIN.
1'-0- BEYOND BASE NEOPRENE GASKET MATERIAL
CONTRIBUTING ,• -- ''-5---
12 , �' 6 .•_.. L. ` 0
,. .. 6
•
N.A.
No Scale
OF STRUCTURE BEFORE FlLUNG THE OPENING
NEOPRENE SECURED BY 2 NON-
• •• .. 12"
CORROSIVE STRAPS, 1 ON
AEFILLETED INVERTIOR A SMOO •'�e',
3/4 DIA OF LARGEST
ESUM
WATER UNE
EACH SIDE OF OPENING
TRANSITION OF FLOW BETWEEN
PIPE IN MANHOLE
PF1E PA VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
INLET & OUTLET PIPE SHALL BE
MIN. 6" BEDDING WITH NO. 68 STONE
ALUMINUM. COLORS: GREEN BORDER &
b
12' MIN. CAST -IN PLACE
�.
PROVIDED. MIN. fi" BEDDING
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
WHITE BACKGROUND.
-I
3.000 PSI CONCRETE BASE
FOUNDATION SECTION VIEW
NOTE W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
T-I
2500 P.S.I.
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
SPACES SHALL BE IDENTIFIED BY ABOVE
CONCRETE '• 8 • 2'x 2' BEARING AREA.
THRUST BLOCK 4
""""""""""""""""W""' """" 'W""""W "'W' "W' "'W"W""'W" " W
NOTES:
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
�
Mom/
PBiALTY pg(pLn GRADE SIGNS AS RESERVED FOR PHYSICALLY
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED3.
W
SM_00� _ DISABLED PERSONS. PROVIDE ONE (1) R-7-8
° d , a.
FLOW TO THE EXISTING PIPE.
ALL JOINTSLIFT HOLESINLETSOUTLETS TO BE SEALED &GROUTED
, , ,
INSIDE AND OUT.
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
�
TOW AWAY ZONE TOW AWAY ZONE SIGN AT EACH PARKING SPACE INDICATED ON
_ SITE PLAN, SIGN SHALL BE ALUMINUM
(PAINTED WHITE) WITH GREEN LETTERS AND
a ° ,
e
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"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
DESIGN ON SEWERS WITH STEEP SLOPES.
0
VAN INTERNATIONAL WHEELCHAIR SYMBOL. SIGN
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
SHOWING BRANCH TIE-IN
ACCESSIBLE 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 SPECIFICATIONS.
TYPICAL MANHOLE WITH DROP CONNECTION
FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
TYPICAL MANHOLE BASE
N.T.S
V I
GRADE
TYPICAL GATE VALVE
SHOWING "DOGHOUSE" INSTALLATION
FIG. S-I-A
NTS
, ^
• D-25
ADA PARKING SIGNS
NTS
FIG. W-5
N.T.S
FIG. S-1-Al
FIG. S-I-C
( ,
V
No Scale
VARIES VALVE BOX
NOTE: HYDRANT MUST BE
FINISHED GRADE
4" DIAMETER BRANCH
EQUIPPED WITH CHARLOTTES -
THREADS
AND VALVE
VILLE WHICH IS
THE LOCAL STANDARD.
COVER UFT NOTCH
>
M.J. PLUG
LENGTH OF BRANCH VARIES
6' MIN
6' MI
14 1/2"
12 3/8"
12 1/2"
AIR RELEASE VALVE
REMAINING BACKFlLL SHALL
NOT CONTAIN ROCK MATERIAL
J
L1J
Q
VARIES
2' TO 10'
LARGER THAN 5" IN ANY
,•
36"MIN
w
DIMENSION
2
•
16"-22"
7 CU. FT. VALVE BOX
WATER
�
BRASS OR BRONZE PIPE BRONZE GATE
VALVE
24 MI
INTIAL BACKFlLL*
m
_J
#68 STONE I
WMIN (6" LIFTS)
1-I
06
WATER MAIN RESTRAINED JOINT FITTINGS
D G
EMBEDMENT
* THOROUGHLY COMPACTED
BY HAND OR
LL
O
W
(n
42"MIN •"' 6" GATE
CAST IRON UD
18" METER BOX
IFRPOSSIBLERADE
SPRING LINE MECHANICAL TAMPER
OF PIPE
O
W
F-
ON-LINE
• • VALVE
HAUNCHING
NO. 68 STONE - -
Z
„
(TYPE B)
6"xs^
r . • !: TEE
:;
BEDDING 6" max
Q
Z
250E P.S.I. CONCRETE
BRICK SUPPORTS OR
4" min
T
.+'
BASE AND THRusT ' `;�`:';;; 1,��',�;• �
BLOCK A(ry,
_
f "�
SOLID CEMENT BLOCKS
CRUSHED STONE
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UN STABLE
P1
L.1...
UNDSTURBEDSSTAKE
o �L
VARIES THREADED COUPLING
BRASS NIPPLE AND PVC
SOIL. STEEL PILE
" 1ry„ tiN
TYPE " SOFT
ALL PIPE)
Q
PVC SLEEVE
o CAP
RESTRAINED JOINT FITTINGS
COPPEjC
I LUBRICATE ALL THREADS
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
18"
0
O
THRUST BLOCK 'D
METER BOX (SEE FIG. W-7)
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
t• A 6" EXTENSION
'
CORPORATION STOP
VALVE
N0. 57 STONE
, . •
6"
�
NOTE :
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
5
PIPE SLOT
BACKFILLED ENTIRELY WITH NO. 21A STONE.
M.J. FITTING
2" 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 NO. 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)
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
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"
AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
BEDDING OF NO. 68 STONE '
WATER MAIN AND VALVE 2" THREADED TAP
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
NOTES:
SHALL BE USED.
2) FOR WATERLINES SMALLER THAN 12" USE A
IT IS NOT ALLOWED IN THE DITCH.
1" A.R.V. AND FITTINGS. FOR WATER
ARE SAME SIZE PLUG
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
(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.
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"-l" METERS)
INSTALLATION IN TRENCH
47036
AIR RELEASE VALVE (ARV)
NTS
S
N.T.S.
W-4
NTS
NTS
NTS
SHEET NO.
C1.2
--
FIG. W-7
FIG. W-9
FIG. S-3
0
d
0
3
a
o=O
e LSD
"z
20
o M
OF
T
c
N y
a.
O o
� 3
m
0 w
�v
05
o
aEP
D
Z Y
N y
J y
X C0
d
m
5 2
d N
m �
8
d�
3g
0
a �
•A O
N Tj
�2
•� O
C p
W
c o
m -zN _
� E
L
44' WL
IV MK
• SY MRL
WNGNUT LOOKING ASSEMBLY
tr MN.
1
NOTE
1. PROVIDE A 6' THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8".
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED PATH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1/2" METER)
NTS
FIG. W-7B
4" DIAMETER BRANCH
AND VALVE -
WATER
CVAR"IES
LVE BOX
\-RESTRAINED JOINT FITTINGS
ON-LINE
(TYPE "B")
PLUG
THREADED COUPLING
PVC SLEEVE
BRASS NIPPLE AND PVC
o
CAP
I
LUBRICATE ALL THREADS
THRUST BLOCK
+o
METER BOX (SEE FIG. W-7)
VALVE
NO. 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
-
GRADE ALLOWS
•�� VARIES VARIES
2" BRASS PIPE
WATER MAIN AND VALVE 2" THREADED TAP
ARE SAME SIZE PLUG
DEAD END
(TYPE "A")
TYPICAL BLOW -OFF
ASSEMBLY
NTS
FIG. W-8
NISHED GRADE
AIR RELEASE VALVE
BRASS OR BRONZE PIPE BRONZE GATE
�R p GR VALVE
IF POSS191. ADE
pp I.
SOLID BEN T BL CKS
K CRUSHED STONE
CTOPPER• SOFT
CORPORATION STOP
NOTES:
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON UD FOR TRAFFIC
AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WATPUNES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER
LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV)
NTS
no. W-9
TD-20
VARIES
Box
TO METER BOX (SEE FIG. W-61
THRU W--7E).
WATER MAINS / `M.J. FITTING
L 4. OtP " PLUG THREADED FOR
2" COMPRESSION FITTING
RESTRAINED JOINT FITTINGS
NOTES:
• GATE VALVE WILL BE 4• UNLESS OTHERWISE SPECIFIED BY THE ACSA.
• SERVICE LINE TO CONNECT AT MAIN WITH X'k4"TEE
• REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE.
• REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE.
• NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS
PROTECTION FOR BOLTS. APPROVED
• use2soDPsl.(pNCRETE. by the Albemarle County
Community Development Department
Date 3-9-2021
File # SDP2021-006
Application Type Initial Site Plan
Lead Reviewer: Megan Nedostup
LARGE METER SERVICE LINE
NTS
FIG. W-6C
V
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON UD
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TDTD13
METER SIZE
DIMENSION
A
DIMENSION
B
DIMENSION
C
1
2'
, ,
S'0'
3.
5'
4'
5' MIN.
IB' MR
GREATER
THAN 4'
PROPOSALS WILL BE SU&IITTED.
SIDE VIEW
-
1.75' DIAMETER DRILLED
HOLES. FOR TOUCH READ
I
1
1
TOP VIEW
3' DIAMETER FLAT
BEARNO SURFACE
LIFT HANDLE
UNDERNEATH
24' X 36'
-------------- -
ALUMINUM ACCESS
HATCH
TYPICAL METER VAULT
N.T.S.
FIG. W-7A
TD-14
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
QTHE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
8' MIN 2' TO 10•
(z7D7
18'_22` ALVE BO
7 CU. FT.
068 STONE
42"MIN : 8GATE
. •,., VALVE
i / .
TEE
2500 P.S.I. CONCRETE
BASE AND THRUST t''•,iq l,�'!!; .i" ` {
BLOCK AGAINST
UNDISTURBED STABLE
SOIL STEEL PILL
RESTRAINED JOINT FITTINGS
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD-8
PLACE 5' GALVANIZED ' WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL
FINISHED GRADE ---%
u ADJUSTABLE TRAFFIC RATED
VALVE BOX W/ LID
M.J. GATE VALVE
WATER LINE
Li
2500 P.S.I.
CONCRETE 8 ° 2'x 2' BEARING AREA.
THRUST BLOCK d
A 4 °
A
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
TO-9
1• mPnesaa • 3/4" MALE PPE Ca11PLOO
UP APRIa1m Ea1K
rrnEx
90Ff COPPFII
tn5
NOIL
x0 t1LATm niTINGs
DULL SERVICE
0 SMDOM 9NAu BE USED W PLS PPE
/ E011 USE a ATTAam e11 FAIN
REMDW& 9E11101001 OR DUAL REMOM
AND 11111wIM11 98MTF3.
r
" MIP11E6Ro11 . 3/C NNE PR 00IR4M
PPRMD MAI.
Till USE M DLTAaRD 94gE FAWY
eS1Wnl L STRIVE N M IMIWRa
MMIR 19 NOT PRNMOX
cAsr Dt011 u0
nmmw aAsE
Se' MSL COPPERSETTQ
fro eetM HxMLN�
's•
ME"
•i Y+ \
1"aTaP ' � q EEaauLr
'• "^ LaMB mu1E Power, wor
MMMY TtSaRFEi) 20; Mn sJ AaaFQATe
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-6A
IU-10
- FOR BENDS B" & SMALLER
USE STRAP ON BEND WITH
ANCHOR BOLT ON CENTER LINE
OF BEND.
- FOR BENDS 10" THROUGH 12"
USE 2 STRAPS ON BENDS
ADJACENT TO BELLS.
- FOR 18" BEND USE 3 STRAPS
AS SHOWN.
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT.
BEND
SIZE
A
8
C
D
E
F
4" -
V-
r-3
2'-0
V-
r
1 1 4'
Ir
I r-
3'-0
r-
V-1
2'-0
1 f 4'
11 1/Y
to'
2'-
S
r-8
r
S'-
2'
,r
Y-
43
Y-0
2'-3
Y-e•
r
1s•
Y-
S'-!•
Y-3
Y-0'
'-
2 t
e- e
r-e
Y-0
r-0
1•-
2'-
1 1 4'
Y-
4•-Y
r-a
r-
1/7Y-Y
W
Y-0
r-
Y-
r
r12-
_
._
r-s._
r
W-
T
Y-
C-s
5•-
21
4' - e
Y-
s'
Y-0'
Y-
J'-
2 1 4
1Y
Y-e
a'-
Y
3'-e
3'-r
2 14
T
Y-
4'-
V_
21 4
b'-D
S'-9
2 1/2'
P-O
7--Y
2 /
B
WUin UTA' r
Fl
STRAP = 1/4'
ST R� HEX NU
1 4 THICK
ATE WASHEF
3" THREAD
1 NOMINAL INSIDE
3 4' ANCHOR
DIAMETER EXTRA
BOLTS
STRONG STEEL PIPE
B
OH, CENTER F
12 BENDS &
CONCRETE CUSS "E'
LARGER C
CHART FOR UPPER SECTION
VERTICAL BLOCKING NAME: STANDARD 90' HOOK ON END OF ANCHOR
BOLTS TO FACE CENTER OF BLOCKS
CONCRETE BLOCKING FOR
UPPER VERTICAL BENDS
N.T.S.
FIG. W-3A
TD-4
Top View
°
6" MINIMUM 4' MINIMUM
m
>o 4" MINIMUM
Q. .
•q da
a
a
NOTE: RESTRAINED JOINT FITTINGS.
- Side View
42" Mlnirnum
FG
,A
80n of ON -y1 'II'la requIrW '.I I A.II''Glvanized Steel 8eom, ' ' 2 x 14 (min. size) .°
3' min. penetration into undisturbed 45'
soil or as approved by the
ACSA.
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. W-38
ASTM A36 AND HEX NUT
ASTM A588 OYP)
UNDISTURBED EARTH UNDISTURBED
2 - 3/4, DM /- SOIL (TYP)
ALL -THREAD •/
x 4r
WATER MAIN
8 �o
VALVE -f
sty-..
24•MN
UNDISTURBED EARTH ELM
i CLASS A-3 CONCRETE
UNDISTURBED
SECDDIi
NOTE
1. ALL RODS AND FASTENERS SWILL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY.
2 CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM
DIMENSION SHOWN.
3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS
LARGER DURING CONSTRUCTION. THE COLLAR DIMENSIONS SEMLL INCREASE ACCORDINGLY.
CROSS ANCHOR RESTRAINTS FOR VALVES
NIS
Fig. W-3C
TD-8
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES
•-10'i✓►1 I
5' 111 III 5' 1 1 I]
WATER SEWER
c
C
LOCAT113N OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS, WATER OR SEWER 13NLY - 20' MINIMUM
WATER 6 SEWER 30' MINIMUM
■ SEE PART 3, PARAGRAPH DU SEPARATION OF WATER 6 SEWER SYSTEMS.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90• TO THE RIGHT OF WAY.
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG. W-I
TD-1
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL z4 I
a HY 8" e"
M MIN MIN.
6" BEDDING
#'68 STONE
STABLE SOIL ROCK
" SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
4 I INITIAL BACKFILL
4 I
UNSTABLE Y B• B• e.
SOIL-,, I • MIN. MIN LDN #68 STONE
+ RANULAR FILL AS A4,
-N'- �APPROVED BY ACSA - r• \
CIC' STABLE SOIL OR ROCK'
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
FOR ALL BI
f
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL.
SIZE
OF
OJ.YD.
CU.W
BEND
L
H
T
L
I H
I T
90
2.50
2.50
3.01
0.24
4• & 6•
45
200
2.25
2.50
0.15
2.00
2.25
2.50
0.15
221/2
1.50
200
252
0.10
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
45
2.66
266
2.77
0.26
B"
221/2
1.66
2.16
269
0.13
3.16
2.91
266
0.32
11 1/4
1.66
2.18
2.67
0.13
90
4.83
3.83
142
0.83
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
286
0.24
11 1/4
1.83
1 2.33
2.84
0.18
1. THRUST BLOCKS ARE REOUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANCES
SIZE, DEAD ENDS AND AT VALVES.
2 USE 2500 P.S.I. CONCRETE
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NIS
FIG. W-3
TD-3
D. Cic6Dcki
lie. No. 53741
^� E
o
rn u
N �
N C
> E
w v E
3
0 U. O
w O m
¢� UDoo z
ay1 - Ui O
rn
a (A "a OL
Z U
QO LAQ LID
w
Q (LO
U1 = ry z
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~ C N U)
n N w
v � �
a v
C�H
vi
0
(7
0
0
w
w w
I-
UQ
U
Q
z
0
Vl DATE
>
111812021
0
DRAWN BY
C. GAYNER
• DESIGNED BY
• C. GAYNER
• CHECKED BY
B. CICHOCKI
• • SCALE
N.A.
0
V /
U
O > J
W
J L
� r-
Q , 1'
' UJ iJ
W
DO
a ozS
O
O
O Z
O
O
T�
i
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JOB N0.
47036
SHEET NO.
C1.3
0
c
5
ai
2
c
L
OF
SEWER SERVICE LATERAL CONNECTION NOTES:
�TH
�f
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
i
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
NOTE, MIN. 60' DIAMETER MANHULE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
I= REQUIRED.
D. Cichoelri Z
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
NtL sTtx, ;y
(TVP> DROP MANHOLE PVC CROSS
?
lie. No. 53741
BE CONNECTED USING A PIPE SADDLE. Q
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
2' USE APPROVED FLEXIBLE RUBBER d
AO
(1/4` PER FOOT)
0
3000 PSI CONC. BASE
ONAL
R ROADWAY R
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2»
+
�•
DIAMETER OF 4".
r STTOP COUPLING
BENCH SLOPED TO FLOW
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
0 27• ---�{ -
CHANNEL 1 /4" 1' MIN
OF 3 FEET.
PIPE STRAPS „•ii+ '.w�' DROP PIPE
G
SAL
• • (STAINLESS STEEL) -':� `
L� SPACED' `.;..-..
(`'1 E
rn u
TREATED
VERTICALLY Y. -.
♦
2 ��
A
FINISHED GROUND MARKER
90• RESTRAINED BEND "•;u�' �',-;'�
V �1 r BRANCH
j c
= PAVEMENT EDSEWER12'
E
. . PIPE
.
.. :�
' MAN
.r
`
I-IMN3
U
I.-w 3
-.�;
42' MIN.
.•, •_•,.. SEWER
•' PIPE
- i `
Q 2"
w 13 3
Q L. p
0 v.
COATED STEEL BAWD DR STAINLESS
0.25' MIN. THICKNESS STEEL cnslNc INSULATORS
PLANd
'
0
w O H
42' MIN. STEEL CASING FILL
Mj V co
BOTHRETE ENDS
1
PLUG END OF U
PROFILE
w J Mi
CC o o+
O
m
I
SECTION SERVICE LATERAL
MAIN LINEfIN
MM 6' BEDDING WITH NO. 68 STONE
Ca9 V)
d
P
e v
1.HEIG14TOFTHEVERTICALDROPPIPEWHLLBEDETERMINEDBYTHEACSA,BUTSHALLNOTBELESSTHANTWO
FLEXIBLE CONNECTION NOTE:
fn
Z_ � 'r
u
I 2'-0' 7' OR 8' 7' OR 8' 2'-0' 2'-0-0, 1
(2)FEET.
WITH STAINLESS STEEL ALL CONNECTIONS TO
<i O to
a� �
(nT
w2.
T�I I
VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO
BAND EXISTING MANHOLES SHALL
� cc RiUCTILE
IRON PIPE I 18' DR 20' JOINT OF D.I. I
�ICONNECTION
THE DROP FITTING wITH STANDARD GASKET JOINT.
wBE CORED AND A FLEXIBLE=
v N
W
Z
ESTRANED JOINTS)
VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE IOINTS. STRAPS SHALL BE MADE OF
BOOT
u
a
O3.
STAINLESS STEEL
INSTALLED
0
w
!nNOTE:
1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF
o N
>PAVEMENT,
WHICHEVER IS GREATER.
4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT
w2.
ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL.
LINE WYE-TEE
TO SPRING LINE OF MANHOLE INVERT.
a a
3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPDINT DF PIPE JOINT.
PLAN
. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW.
TYPICAL MANHOLE PLAN
b J
o w
H
6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS.
WATER
VARIES
7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR
SHOWING BRANCH TIE - N
TYPICAL STEEL SLEEVE INSTALLATION
TWO 8" DIAMETER DROP CONNECTIONS,
UNDER ROADWAYS
i
SEWER SERVICE LATERAL CONNECTION
STANDARD INTERNAL DROP CONNECTION,
NTS
O
0
N.T.S
N.T.S.
N.T.S.
FIG. W-10
FIG. S-I-B
D
L_
FIG. S-2
FIG. S-1-C2
0
O
TD-33
TD-30
TD-27
=
H
w
>
w
w
�
=
Q
FRAME & COVER
o
FRAME & COVER
(SEE FIG. S-I-D,E)
in
DATE
-
SEE FIG. S-I-D, E
>
CC
REMAINING BACKFILL SHALL
�� I
f3 ON L^JI
H
STREET SURFACE OR
NON -PAVED AREA
STREET SURFACE OR
NON -PAVED AREA
1/18/2021
NOT CONTAIN ROCK MATERIAL
g
DRAWN BY
36"MIN LARGER THAN 5" IN ANY
vd E
SLOPED AREA
SLOPED AREA -"
r
DIMENSION
24"MI
E� Ss r
gB
2'-D` "• RUBBER COATED STEEL STEPS
1 -0` MAX
+•�';
C. GAYNER
INTIAL BACKFILL•
rE
: CAST IN PLACE
_ ; 1'-0' MAX
EMBEDMENT B"MIN (6" LIFTS)
• THOROUGHLY COMPACTED
"
TE
PRECAST �TH �o�INGG SEALS
2'-0"
DESIGNED BY
SPRING LANE BY HAND OR APPROVED
MECHANICAL TAMPER
D E z
'L �Bs>< �r.�U o
�'
raw
n' sEcnoNs
� R APPROVED EQUAL
•
C. GAYNER
OF PIPE O
Q N. E w
•
NO. 68 STONE - _ HAUNCHING
�g Ea w
0
MIN e
THE DROP CONNECTION SHALL BE
STEPS CAST INRUBBER PLACE3'-0` 3'- "MIN
•
CHECKED BY
BEDDING 6" max
4" min
i,., LU :o R
G o
E Q. G7 -z
- C _ DUCTILE IRON PIPE CLASS 50
5 a
BACKELLED IBY "LAYERHAND
PRECAST REINFORCED
FOUNDATION (SHALL BE
REQUIRED
5
Ems• E __1-
E
COMPACTED TAMPERSND OR
1 e BACKFILLED m WITH SELF -COMPACTING
CONCRETE SECTIONS 12 MIN
0" RING SEALS 4 16" MAX
•
B. CICHOCKI
SCALE
WHEN SOIL
. E
18' MAX STONE.
T
MINIMUM ELEVATION }
•
CONDITIONS ARE UNSTABLE
n<� 1.B
ACROSS M.H. 5" 4'-0"
ALL PIPE)
5`
DIFFERENCE
• a0 1D
MINIMUM ELEVATION DIFFERENCE
12`MIN 12"MIN
FROM INLET TO OUTLET
N.A.
v�� -•,
VARI Q ACROSS M.H. FROM INLET TO
OUTLET SHALL BE 0.20 FEET
SHALL BE 0.20 FEET.
' VARIES
CONCRETE
•
DEPTH FLOW
A FILLETED INVERT FOT(A SMOOTH
1FILLETS
L
CHANNEL TO BE
.
C C •• TRANSITION OF FLOW BETWEEN
3/4 DIAMETER OF
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A
O
r
_ LET & OULET PIPE SHALL BE
' . .• f'•9 INLETFRONDED.
t2 �' '. ' A•
CONTRIBUTINGk--
SEA' 12"
A FILLETED INVERT FOR A SM00 /
.
STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68
STONE SHALL BE PROVIDED'
I
�^ A7 $ F
PIP CIA of LARGEST
PIPE IN MANHOLE
MIN. 8" BEDDING WITH NO. 68 STONE
TRANSITION OF FLOW BETWEEN
INLET IT OUTLET PIPE SHALL BE
PROVIDED. MIN. 6" BEDDING
\ �E E d $
NOTE W/ NO. 68 STONE
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
-2 � �;3
NOTES:
:
BEDDING OF NO. 68 STONE
� n!� a a
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
LL
SPECIFICALLY DETERMINED BY THE CONSULTANT FORTHE SOIL CONDITIONS.
I THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
O
0 0
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & ROUTED
INSIDE AND OUT.
EXTENDED OR NON -EXTENDED BASES.
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
DESIGN ON SEWERS WITH STEEP SLOPES.
INSIDE AND OUT.
TYPICAL SEWER PIPE
TYPICAL MANHOLE SECTION
INSTALLATION IN TRENCH
TYPICAL MANHOLE FRAME &COVER
TIE-IN
TYPICAL MANHOLE WITH DROP CONNECTION
SHOWING BRANCH
N.S+
NTS
FIG S-I-O
N.T.S
v ,
FIG. S-3
NTS
FlG. S-I-A
TD-31
FIG. S-I-C
TD-34
M-25
TD 2e
- -
O
vJ
- - - -
PRECAST CONCRETE MANHOLE BASES SMALL BE FABRICATED IN ACCORDANCE
Q
WITH PART V. SECTION G OF THESE SPECIFICATIONS,
J >
J
. w
Jr
Q
SLOPED AREA RUBBER COATED STEEL STEPS
W
L
CAST IN PLACE
FRAME & COVER
.•'4 •
Q
LLI
n t 2• DIA � �
O HIM [ 1/4" T.
2B t/,•
SEE FIG. S-I-D. E
PRECAST REINFORCED CONCRETE
ON DOGHOUSE BASE '+ SEWEXISR SANITARY
R CONCRETE BLOCKS :: , SEWER PIPE
'
w
CO
I- [E4 mm] 120mN7
SECTIONS WITH 0` RING SEALS
OR APPROVED EQUAL
DOGHOUSE OPENING SHALL•; ; a' " MIN. 12" CLEARANCE
BE PREFORMED BY ••
BETWEEN EXISTING PIPE
•'?
Q
LL
0,�6�(
W
�.
I- IDDDmm1
1'-0" MAX 2'-0"
MANUFACTURER R
MANUFACTURER AND STONE BEDDING
SAW CUT TO FIT PIPE i ••': •
-
0
rn
`•!
T/,W
OUTSIDE DIAMATFR "+•. M ,.•„
PLUS °".
Uj
W
DIA °/°-
IT22"NN] 11e 3
A FITTING MAY BE REQUIRED
G WITH ACSA APPROVAL
12' THICK VDOT
Z
0 0 3E• DN ` 2D"
[harm] jam---- (o60mm
No. 88 SERE BEDDING
O
FRAME SECTION I3/t°- [38mm]
AND ,
SOLD XCON CONCRETE "BLLOCKS
O
z
2 c(®mm FUNK) CtIs
THE
PIPE. (CUSS�',BE
X-O" MIN DUCTILE DROP
5Od
'
CENTER wACHER DOGHOUSE MANHOLE BASE
WALL (4 EAR)
T
t•
LA
BACKFILLED IN 6" YETIS AN
�
i
y
N� 1 I
AVAIN-•] [t's�mNJ-'I
COMPACTED BY HAND TAMPERS R
5 BACKFILLED WITH SELF -COMPACTING
:::::::.::::::.::.:.::.:„:::::., ::::,,,,nnnnur,rn........... nnunnn u,::: ,,:,::. �:::::, :, �::, ,.... ..
SPN
2 I/B` 3 13/16" • 22 1J/1°"
STONE.
MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING
APPROVEDAROUND
154n-[R7mm] C.TBmmI
18
BE CONSTRUCTED AS SHOWN EXISTING PIPE
• t1/tY
by the Albemarle County [7Tmm] 3/°' [D33N m1
3�D"rI M/14" O.D. OF txf GROOVE
Community Development Department AM 30LT [14mm] SECTION VIEW 114 (Bmm) OM
sa Aso,xr NEOPRENE CASKET
RRAL
MAX MINIMUM ELEVATION DIFFERENCE
T G ACROSS M.H. FROM INLET TO
s T OUTLET SHALL BE 0.20 FEET
12`MIN 72"MIN A FILLETED INVERT FOR A SMOOTH
ON FIGURE 5-1-A WITH 3,000 PSI CONCRETE
R NON -SHRINKING GROUT
Q
(n rrow t/te x 3/e X , t/2
Date 3-9 2021 SE W R ( D 1°DD weeu curt+ M11=M1
°/°"
V TRANSITION OF FLOW BETWEEN
INLET & OULET PIPE SHALL BE
ALLOW CONRETE
O
SDP2021-006 [3mm l2) F EX s/e ,tn t/e ss
File # [°mm tM• 2
2400" [amm (2) Ra 5/510
( )'N9N 3A ID 13D m n
''• FRONDED.
��
TO FLOW A MIN. WRAP EXISTING PIPE WITH
1'-0" BEYOND BASE NEOPRENE GASKET MATERIAL
O
f tro' (2Rmm) RM Boss t3mm .0 Ru. sAxttss STEEL ROD
Application Type Initial Site Plan PAN VIEW [ PurtT awmm°
PIGKBARl.LOC10.WHOLEDEiAIL
.''
A FITTING DIMENSION VARIES WITH SLOPE.
/r
' +'{
OF STRUCTURE BEFORE FILLING THE OPENING
NEOPRENE STRAPS, BY 2 NON-
i) wR Iq 3/6-11 IN MM11t
Lead Reviewer: Megan Nedostup + nm°,m.
- • , ' A
1 b: i'4, '•.. • y •H•
CORROSIVE STRAPS, 1 R
EACH SIDE R OPENING
1. ALL S wM11RR AFAR OR !LOCATED IN 98 ELT O ROOD NG SHALL HAVE YA EBIO T WANE A COVE
RNAMW COVERS ,,.
(2) NtF NIX J S/611 ZN 2 &TEQDWRSAR,E LEBE ERA WATERTIGHTESWITH
IN wLL U LtIN9DTRER. v # RDUAt22e
a Lovers SNw1 BE FIXED ro FiG16 w1N lDC"NO WOS w 9YWR ASA LT.
3/4 CIA OF LARGEST
TYPICAL WATERTIGHT ((s,o n PAR°'! mmis
PIPE IN MANHOLE
12" MIN. CASs -IN PUCE
12' M PSI CONCRETE BASE
MANHOLE FRAME & COVER LOCK LUG ASSEMBLY
MIN. 6` BEDDING WITH NO. 6B STONE
FOUNDATION SECTION VIEW
N.T.S FIOS,FE
NOTES:
I unnnnn nn..... rrn n...... rnnnlnn ...... unun nnnn,nnut...... unur nu,.:
1
1
TD-32
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
NOTES:
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
FLOW TO THE
O
3. ALL JONTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
EXISTING PIPE.
INSIDE AND OUT.
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"
, ^
1J ,
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH THESE SPECIFICATIONS.
TYPICAL MANHOLE DROP CONNECTION
TYPICAL MANHOLE BASE
JOB NO.
WITH STEEP INCOMING SLOPE
SHOWING "DOGHOUSE" INSTALLATION
47036
NTS
N.T.S
FIG. S-1-c1
FIG. S-1-Al
SHEET N0.
C I A
TD-29
TD-26
L
•
I • ,
I
•- 1 1- 11 1.1•
1. 1
• �' 1 11.
4 `11 1 1• _
III •
•
// III • ..
•
1-
•
•
G
. ' • I I
� ii ♦�� N:I�ip �A-$pr�llA�3• Gp -4G ! .-•� e .�._
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NEIGHBORHOOD MODEL DISTRICT CODE OF \ \os� I I APPROVED D. Cichfrelri Z
DEVELOPMENT." \ \�'o I by the Albemarle County �� U '—'
° I ==%Z , \ \�'�o I I Community Development Department / lie. No. 53741 a
° 1 1 I �_�;„�� \ \2s _ _ _ I Date 3-9-2021 /// °�o ��(t��ZIf
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o %,^�)� \ OP HAT qE / I File# SDP2021-006
c / `� / -�\ ! \? / \ - _ ����/_ \ / i - _C RCT. _ _ - - / Application Type Initial Site Plan / SIONAL�
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° ° Q / J ° ° / / �' �� / ���/f ?' - - //' J , It �� \\ / / I I I — — / Lead Reviewer: Megan Nedostu
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7 \ File # SDP2021-006 1a+oo
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TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY o ° ° �\ \ \\\ 9 _ 0
z DENSITY RANGE DENSITY AFFORDABLE MARKET RATE NUMBER OF °° \\ \ o ® / j / \\ C \\ , �, /\ \�� \ / G 1 C _ O O
Li ASSOCIATED LAND USE DWELLING UNIT \�� 0 r /j \ \ v \ / G1 _ . u-
a PLAN(S) DESIGNATION BLOCK REQUIRED PROVIDED AREA (AC.) RANGE REQUIRED DWELLING UNITS UNITS PROVIDED LOTS o0 \�2 _ ( / v C
n UNITS/ACRE UNITS/ACRE PROVIDED ADU MRU PROVIDED 0 �/ C \ \� J \� / UG1 i�1 �l �jO I I l ! '%� ❑-rL��� \ O
GREEN SPACE & 1 0 0.0 8.0 0 0 0 0 \ o \\'�o _ /� \ v \ \ `�O� p p C / A I - uGT y J \
v BUFFER 2 0 0.0 1.3 0 0 0 0 ° °O\\ \`oo O O T - �/
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NEIGHBORHOOD 3 3-6 2.1 1.4 4-12 3 0 4 ° ° \ \ o " �V
DENSITY 4 3-6 1.3 1.5 5-14 2 0 3 o \ °o \ \,o°
URBAN DENSITY / \
\ \ \
SDP202000048 tXSAN. 25 \g I (�C� -� ( I n
RESIDENTIAL 6-18 3.4 7.1 60-127 44 0 28 / (tgyATE IGHT) / / A
3 VILLAGE 5 o T =396.2 O
n NEIGHBORHOOD 6 028 0.0 1.1 0-31 0 0 0 ' ° 11=389.Or d/'lo w II I I / �� \ _I yVV / \� 0
MIXED USE/ 7 018 0.0 0.6 0-12 0 0 2 0 10.=3�9.8 I'1 0 / r/���ii� \ =�� il < \ \1 \ �1 Op \`Z
° NEIGHBORHOOD 8 0-18 0.0 1.0 0-17 0 0 2 1 ° \ q' fr5, 0 1 n �� (\' \ - \--
S ` ° \ =/�0 I / 1 j Y \� i \ Q \\�UGP� \ /
s PLACES 9 0 34 8.3 1.8 0-61 0 15 15 )° / , / I l /1 ✓ / \ \ \ \ \ \ \ JOB No.
THIS PLAN 10 634 14.4 1.8 11-62 16 10 12 p / / g / // / \ \ \i \� �� \ \\> uGT \\ /
6 URBAN DENSITY °P p / 0� I V j / \ JO V ' \ \� / I O\� 47036
3 11 6-34 8.3 5.4 20-182 0 45 45 I
MIXED USE 0 W ° / \ �\ - -ucT - -- -
12 6 34 0.0 3.0 13-102 0 0 0 /l°��P / <\ \ UGT �) \ LA
SHEET N0.
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o / 0 \ \ y STEEP SLOPES EASEMENT
/ / ° \ Community Development Department (TYPICAL)
° ° I
° / / ° \ Date 3-9-2021 0 / 1 TOTAL GREEN
-
"I File # SDP2021-006 ++( SPACE
/° ° / °° \ \,Application Type Initial Site Plan / (s9s1a SF)
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00
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\- O `` \ O
I°° \ '�� \\° TRA
° 0 '� ESTRI
\ ` ° 0 / \� \� ro�`Q,p 0 0 0 NECTI /
° ° o (105L I .
II J
- CLASS B TYPE 2 - - - -
PEDESTRIAN TRAIL CLASS B TYPE 2\-
(1493 LF) PEDESTRIAN TRAIL - - - -a
- - -
(74 LF BLOCK 2 110.02'R/W_ _ OLD LYNCHBURG ROAD _ _
REC. AMENITY STATE ROUTE 631 �oCY70�u('
SPACE (VARY �3147 -
---------------- -- - - - -
(6779SF) --------- -- �� - PLAY GROUND `. oHr' `` Hp_ c, CLASS B TYPE 2
(1600 SF)
PEDESTRIAN TRAIL � A'GD/STgN
� 0
MCO
(290 LF) F/BEf70Pr�,,1FCE �oN� / o E
REMAINING AREA �- / N m
OF BLOCK 11 TO BE I / �� E
DEVELOPED UNDER v E
SEPARATE COVER _
F- LU v 3
CLASS BTYPE 2 BLOCK 12 oLL 3
PEDESTRIAN TRAIL \ w O `m
(265 LF) ¢ J o'o z
�\ w w -v O
rn
a v~> a
<_j U) U)
sae v< w
c �
3 + �= zN z
�st o o O
c�a 8 TY�E\i CLASS B TYPE 2 - - - - C p*�' U)
PEDESIIAN TRAIL PEDESTRIAN TRAIL PARK CLASS B TYPE 2 �. - I �p �_ O vLU
(230 LF) C \ 233`Lf ,- 4434 SF o PEDESTRIAN TRAIL _ C t� o v
\ \ ( ) (1191F) n / ��-�� 1 i m�
BLOCK 11 _
{ ILn
TO OPEN SPACE
w / °%
>a4\
0 0, \ �� --c uGP-� C_ 1 1 �,4 O, a
- - o U
d� 1 4 F�L �� v / - /�� 1 I U n F��
ES R III 1 , Y �\ c �( 7j� / 1 1 o*as'4 z
/\ \ ///���///'J' /� FTI O
N TI II / C 1 / Y� / \�\ �G \ j I Vl DATE
1 ��� / C � i � cam\ n
t� �- \ J li l J 0 /,p 7`� 111812021
SF I \ - SP / I QV o
) \ \ DRAWN BY
�AAXTO w �
c Li C. GAYNER
20 ED ON 048 I u ��\, ` \ V / �/ S '\\ I �/ C • DESIGNED BY
0. V I V O / / \ c�� u • C. GAYNER
D FOR U
NCE ONLY �� \\ ' VI, • CHECKED BY
F) I I I i / / / / i / [ �7 \ _r_7 -- n - • B. CICHOCKI
_ \ n UGT Q
' 1 I vZbQ I /1Q� l 1 1 • SCALE
, � � \ �-� � � %�' •
UG
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
TOTALGREEN
TOTALAMENITY
TOTALAMENITY
ASSOCIATED
STEEP SLOPES
MINIMUM RECREATIONAL AMENITIES& CIVIC
RECREATIONAL AMENITIES& CIVIC SPACE
BLOCK
REQUIRED
PROVIDED
AMENITY REQUIRED
AMENITY PROVIDED
CIVILSPACES
CIVILSPACES
SPACE REQUIRED
SPACE PROVIDED
SPACE REQUIRED
SPACE PROVIDED
PLAN(S)
(ACRES)
SPACE REQUIRED
PROVIDED
ACRES
ACRES
ACRES
ACRES
REQ. ACRES
PROV. ACRES
ACRES
ACRES
SF
SF
1
1.80
5.97
0.80
0.23
0.05
0.00
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
296 LF CLASS B TYPE 2 PEDESTRIAN TRAIL
SDP202000048
0.10
1.10
0 30
0.20
0.03
0.00
0.03
1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL
1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL
1.40
0.27
8,700
1,489
THIS PLAN
2
TOTAL OF BOTH PLANS 1,789 LF
3
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0
0
4
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0
0
SDP2020DO048
4,090 SF PLAY FIELD
500 SF NEIGHBORHOOD PARK
1,866SF TOT LOT
985 SF COMMUNITY GARDEN
600 LF CLASS B TYPE 2 TRAILSa
3,080 SF GARDEN
5-8
0.00
0.00
1.38
0.12
0.03
0.11
1.07
1,146SFPARK
0.23
1.03
10,500
23,359
3,940SF PARK
4,000SF NEIGHBORHOOD PARK OR REC.
1,855 SF PARK
AMENITY
2,636 SF PARK
223 LF TRAIL PEDESTRIAN CONNECTIONS
500 SF NEIGHBORHOOD PARK
1,600 SF PLAY GROUND
1,059 SF AMENITY SPACE
2,170 LF CLASS B TYPE 2 TRAILS
4,434 SF OPEN FLEX SPACE
THIS PLAN
9-11
0.38
0.00
1.64
0.50
0.505
0.13
0.32
6,779SF REC. AMENITY
0.63
1.41
22,700
35,870
5,000SF NEIGHBORHOOD PARK OR REC.
2,704 LF CLASS B TYPE 2TRAILS:
1,493 LF BLOCK 2 TRAIL
AMENITY°
1,211 LF CONNECTOR SITE PATHS
12
0.00
1 0.00
0.00
0.00
1 0.00
1 0.15
0.00
1 6,500SF ACTIVE USE REC. AMENITY
0.15
1 0.00
1 6,500
1 0
TOTAL
2.28
1 7.07
4.12
1.05
1 0.62
0.39
1.47
10.41
3.46
1 58,400
62,729
aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8
bFOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11
°SPACE REQUIREMENTS IS CUMULATIVE AND MAY BE PROVIDED USING NOT MORE THAN 6 SPACES, NONE OF WHICH CAN BE SMALLER THAN 500 SF DISTRIBUTED ACROSS BLOCKS
�- a C i
/ Y> _ J
LL
LLJ
U O
I I ;! 'n °
UGT ❑ Q �� \\ j Q
4/ �L / / v� O
: 1Z
UGP`
UGT
UGT
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.
D
O
V /
JOB NO.
47036
SHEET NO.
C4.7
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oo, l / / ����...,,.,,: %� �• f 10'PUBLIC O.H. ELECTRIC
0 / / i i ♦♦ ACCESS
o' / / _ _ice .,' �� .60 EASEMENT TELE. & TVLIiVF.c m, E
° cn O / / % Y . CHJCIVICIV I ""'""' • _ —
0 0 o d� /� /` ♦♦ EASEMENT r u v 3
i° o o / / / / ..! ♦ VARIABLE WIDTH w U.
`o ^
° ° / / / // �' ♦♦ PUBLIC DRAINAGE a � u m z
° ° // ♦♦ \ EASEMENT w pii —Ui O
L)' W
°, 0 FEMA EFFECTIVE 3•'•� / a e ♦♦♦ e J } : J / —
00
0 � ZONEA a�O / / / // - / — — - . 10' PRIVATE .. 0 i'n w
FLOODPLAIN �/ / / // >,/ ♦♦♦
o, 0 DRAINAGE 0 n" o
r — EASEMENT
S N z
° ° , ° ° / / / / / ♦♦ \ H C ui In
o IM
0 o • PLAY uW `V w
/ / / / / ♦♦5' PUBLIC I I f LU
° ° / / // / ♦♦♦ ACCESS / \ ' I 20' I ai v
p , o
00° 8 c ado// // // ♦♦♦♦♦ EASEMENT G6 0US IDLU
4
o ° , 00 / // / / / // .' • / ♦♦� / \ ' / 8 TH - 20' 5' SETBACK / PRIV
° ° 00
/ / / - / ♦♦ 1,059 SF OF / EME 0
° , ° / / / ♦♦ AMENITY SPACE LOT 18 LOT 22 LOT 24 LOT 25I o
° /° /♦♦ // '!� I 13050 SF LOT 20 350 SF 13050 SF 1690 SF EASE =
1350 SF 1350 SF Lo / / ♦ / I 1822 SF 0
o , ,fir p �o / / / CONTECH ALO o
° 0 ° o a / / " � JELLYFISH I ; s " OF
p ° ° p ° / / / J a / FILTER • ; ;
° 0 0 ° a� / / / / ♦�I / / / /: 102' F SETBACK
' /
VIP �r o f
' or o 01
° 0 ° / / / �� ♦♦/ P VDOT SIGHT DUAL FRONT 1 < / \ z
o ° O / / ♦ I♦ / J. < / /''' TOWN HOMES (8 /
° 0 0 0 0 a1. /+♦ / DISTANCE UNITS) ° S S N SAN SAN SAN \ V) DATE
0 0 a / / EASEM61(T
p ° 0 04tp°' o ° °�' / / / .+.. // LOT 72 �, �,� 0 1/18/2021
/ /' SA } DRAWN BY
00 0 00 // / // / '� / / / 7020 SIF /
�° ° o / /
�0 0 0 o o ° / / / / / // � � ,',/ .. ,+ . . +-� \ C. GAYNER
,,., 34' STORMWATER / -- -- -- --- -- - -- - - - saw:: ::asrs=-' - --- - --:-a_--a._ c._,-:- '-r`--`:-^-' •--- DESIGNED BY
° �o° ° / / / • / FACILITY EASEMENT / •
0 -a 0 ° / / / / / / ' / ..!` / • C. GAYNER
o o / / / • CHECKED BY
p o o / / / _ Y • i •
o° ° ° �� /yr1J/ / /QO / / // // / /� :J, �•• �,.� / / \ I I // • B. CICHOCKI
C9�ro^� / 36' COMBINED 22 •
SCALE
0 0 �� / °`' 32' COMBINED ' ACSA SEWER 40 5' SETBAC
° ° ° ° / / / J �\� / // •// / 102' ACSA SEWER ��: \ \ AND WATER 1 20
0 ° ° V �\ AND WATER EASEMENT 7 TH - -
0 Oo / / �� / / / '' DUALFRONT EASEMENT
�o / TOWN HOMES (8 I I /
UNITS) /' I LOT 12 LOT 13 I LOT 14 I LOT 15 I LOT 16 LOT 17 / •
�r LOT 71 a�,. d ': :'. LOT 11 1599 SF
0 0 / _\Q / / /' 1780 SF I
1619 SF
°0 0 o ao / \ / / / / 7140 SF'' LOT 10 \ �! 2354 $F 1682 SF 1591 SF 2177 $F
00 °° / / // //'ea// / � �.` r%n. 20'PUBLIC 22745E •J' LOT26
0 0 ° M A - ,/ / -• • ' DRAINAGE * 5' PUBLIC 2154 SF Cz
° / / / / / < •y' 400 OF i f, • : • EASEMENT �/ SACCE SS ACCESS
72" P ''" : ' : ' N ----- - `. -EASEMENT.:
EASEMENT --- I /
PRIVATE &EMERGENCY S : ,� .: • 22' : '`
ACCESS EASEMENTS a '
ALONG FACE OF CURB �y`5 •.` LOT 9
° / // // //'.J'// / \ '•. FSETBACK r':�' P\ /'..�•:' �'' -
° 5TH-22'
10
LOT 8
1670 SF
0' PUBLIC LOT 6 5' SETBACK
Ln
ACCESS \/ vll�i 2161 $F LOT 7
EASEMENT 1624 $F U z
33' COMBINE
ACSA SEWER `' ' Q
AND WATER O Q
10' PRIVATE a /, y .r SEMENT J > d
DRAINAGE G'. • : • J
EASEMENT°.' Q z
%W
w
LOT 5 �• \ m LU
2190 SIF Q
LULL
\ Z 0
/ ' '�' ' • ' • 0' STORMWATER \
CILITY ACCESS
EASEMENT \ Q OU
/ : a',' • STOP SIGN \
(TYP.) \ \ \ O
/ 22' J
ao' LOT 4
16045E
: 5 TH - 22'
LOT \
1611 SF s�y�,o 0
/ 5'SETBACK O
\ LOT 2
1640 SF ��yO�O( \ i�
/ �\ \ LOT 1
2129 SF 0P0
O
by the Albemarle County / \
CommunityDevelopment De artme \ `• \ f
r P p _� /
Date 3-9-2021 \ v ,
File # SDP2021-006
Application Type Initial Sitevfla / `1 41 ® w o QB3 JOB NO.
Lead Reviewer: Me a
.a-s'c�
edo to - '_ Q��_ 4 47036
SCALE 1 "=20'
l� / / \ \\ T ��t'at l(I ��y sl a�■ ■ SHEET NO.
KEY PLAN 0 20' 40' C4, 8
_
a
d
_
L
Y
D. Cichoelri
lie. No. 53741
1/1�/z i
— — — — — — — — — — — — — — — — — — — — — r _ „ \, r'
o
J• i � � Q A — 4 6 SCALE 1" 2 F SSI 4
� L Q a via,k,
�,� f�• •� LSI p o zo' 40'
— —OHP—— • No —OHP—---�—OHP—---OHP— — —OHP — OHP— ——OHP——OHP—--OHP—
--_
Noll E
_KEY PLAN 1P— ° a
Cool C
\ \ 10' PUBLIC — i tLt. VHUL . > G
O.H. ELECTRIC \ • \ ACCESs E
TRE EASEMENT
_—_____------------------------------------------- W
& TVLINES ,
J
31'ST 75'PU U, _ _ 5' PUBLIC ORMWATER PRIVATE &EMERGENCY BLIC 1 wm
5'PUBLIC ��_----------------------------_-----__---------------- —_— — ACCESS ACCESS FACILITY ACCESSAND ACCESS EASEMENTS ACCESS 9oI
EASEMENT — ' — ' — ' — ' EASEMENT PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT a g u Ui o
M — _ n{: N~ a
�..—.._ I zum
31' STORMTER I tn
w W
— — FACILITY EASEMENT
I o
1/ I to a N z
J r / I �v c� o
J ° ' ` -- ' J ° 10' PRIVATE • N >
• DRAINAGE \ \ ECR -SF N — I. — I. — I. — I. — . . — . . — . . ALLEY 1— . . I a
— �? E4tfih7 AL i—
EASEMENT
\ AMENITY SPACE
/ \ I v W W W \ I
PLAY \ -- ----- --
�0, I GROUND / �� .: \ vi
1600 SF , \ \ 10, PRIVATE I ------ - --- - o
/ 1 \ DRAINAGE \ \ I
40 / / \ EASEMENT I j 20' WATER MAIN
5' SETBACK PRIVATE I 1 o
/ 64 SA EASEMENT
LOT 25 EMERGE CY r 1 ° LOT I LOT 70
f 21 LOT 22 LOT 23 LOT 24 I / . A \ I ,< t . a i I . I ~
1690 SF EASEMENTS J LOT 58 1786 SF 1887 SF o
_ _ ; _ w
> w
/ 2280 SF
0 SF 1350 SF 1350 SF 1350 SF I ALONG FAC - � \ � = a
LOT 34 J I r '
s ' OF CURB °,.. _. _ _ : ;. I
/ 1350 SF I LOT 57 :; I: is i a
I / I ` 5'SETBACK
/ LOT 33 I' ; ; 1485 SF + LOT 63 I LOT 69 0
,';::., :•:•: :•:•: ; •� in DATE
--=• : r `- =:. $F 5' SETBA TH 20,J ~ j ; ' >
:- 1687 / I 22' 1310 SF I I 1384 SF
J.. 8 -/ J.' r •I'.' 40' a J 4U' 111812021
\ LOT 35 i : I ISF
I040' . • �. . d. � r DRAWN BY
SAN 1350 SF tSAN �LOT 36 20' / 10'PRIVATE DRAINAGE 20 ; D 20'
1350 SF 40' \� EASEMENT aJ62 I LOT 68 C. GAYNER
LOT 37 / y 5' SETBACK 6 TH - 20' I 6 TH - 2q'384 SF 1
' J SqN 1350 SF }} Z LL a • DESIGNED BY
LOT 38 LOT 56 J
} •
W : • ;;,' • 1350 SF / I I 1485 SF • I 5' SETBACK +: ' a SEWER AND WATER CHGAEo BR
•
I
_ • : � ' • • ' � ' � LOT 39 I • � • . LOT 61 ® EASEMENT LOT 67
1350 SF :I 31' COMBINED ACSA 1310 SF ; I 1384 $F ° • B. CICHOCKI
LOT 40 —
,: ;. � SEWER AND WATER
1814 SF I EASEMENT I 7.5' PUBLIC • SCALE
i I I LOT 55 I OPEN
%III I i ACCESS I „=20'
,;• ; / 1485 SF SPACE
• / t EASEMENT
j l �"_= �; ' ' • N / 4,434 SF LOT 60 LOT 66
—22' / I ♦ ^' 1310 5� I I z
LOT 54
2307 SF 1384 $F
S \ .•':':': 10'PRIVATE I J i♦ 1 LOT 59 I.
LOT W) TNNNNNNNI
N / •` I'.•>:� ;I 23735E
40, S' SETBAC �'
DRAINAGE
TH - 22' / \ 2021 SF PRIVATE &EMERGENCY �--I
/ EASEMENT ;..
4. 1 ACCESS EASEMENTS F
_OT 14
LOT 15 I LOT 16 LOT 17 I / : ; • : ; } ] I ,
I : ' : :: +.. SqN J - = ='
1599 SF ALONG FACE OF CURB CL
_6
619 SF 1591 SF 2177 SF p(
I a ...I —
61
ILOT 26 �. — — � _ . . —----------: --------------------- --
5' PUBLIC "lo2154 SF 5' SETBACK SAN S — .. _ _ — — — -
---------------------- ACCESS ° / 40' SAN AN _
---------- ----------- 22' , . . • ' : � : ••.' �- W SAN
s
EASEMENT_; ( / LOT 27 / 9 AN SAN �
1600 SF 7 TH - 22' �
LOT 28 ;� / i„ •: W ALLEY 3
1601 SF
LOT 29 ; • _ W W
/ /V /
1601 SF
1.LOT 30 ' COMBINED I I r:-`-'-_. _ i -+m l : •=�.z:,=r '
1 ACSA SEWER
1602 F I e S i
Z
i I_
•
AND WAT ( �
ER / U
16025LOT E EASEMENT I ( I Q
' OQ
1
LOT 32 / 22 34' COMBINED > d
I
2113 $F
5' SETBAC 22'
I ACSA SEWER I J w
a, AND WATER LOT 46 ? ; I J
40' EASEMENT 2146 SF I I W
H I I H- 22' m
OR�ZONROgO „' j 2039 SF 1LOT 42 LOT 43 575 SF 87 $F I LOT 44 I LOT 45 SACCESS PUBLII I 40 5' SETBACK TOP SIGN � Q
1600 SF 1613 SF EASEMENT LOT 47 LOT 48 LOT 49 LOT 50 LL
2181 SF 1670 SF LOT 51 LOT 52 (TY5 I Q
i ! 1683 SF 1696 SFLU
1708 SF 1696 SF LOT 3
i I i 2710 SF
� 0
e
tl ° • I. , ' O 1
e ' 11
a _
. _... ___ __________________
\ \ Q
\ O
HORIZON ROAD 0
0 PROPOSED 61' VDOT R/W
APPROVED
/ b the Albemarle Count
/ \ Y Y
� Community Development Department
Date 3-9-2021
File # SDP2021-006
Application Type Initial Site Plan I I O
P \ d Reviewer: Megan Nedostup I I (n
/ \\ \
17
I � I I I I 1 1 JOB NO.
I_ - 47036
\\ I , , I r , L , , SHEET
��
i
OLD LYNCHBURG ROAD]
STATE ROUTE 631 1 1
— — — — _ — (VARYING R/W WIDTH j ] EX30"CMPAPPROX LOC.IT
s
a
d
L
N
's
C
L
I
---- -
------
OLD LYNCHBURG ROAD
STATE ROUTE 631
(VARYING RAW WIDTH
— — — — — — — — — — —
T
-
ELE.
a �
rEIE
— — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — v — — — — — ` — •J `
C 31' STORMWATER PRIVATE & EMERGENCY 7.5' PUBLIC 1 10' PUBLIC= \ oyr` `
S FACILITY ACCESS AND ACCESS EASEMENTS ACCESS ACCESS \ oyP \
T PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT EASEMENT \ \ \
\ I VARIABLE WIDTH O.H. ELECTRIC-
STORMWATER FACILITY TELE. & TV LINES \ pHP\
ACCESS AND PUBLIC
DRAINAGE EASEMENT
ALLEY 1
I
_
I
PRIVATE & EMERGENCY
W
W
ACCESS EASEMENTS
TO COVER ENTIRE
— — — —
—
— — _ —
PRIVATE ROAD PARCEL
r
/ ;
—
, .
20' PUBLIC
I
DRAINAGE
}
;: :
: • :
'
I
EASEMENT
20' WATER MAIN
I
\
i ACSA EASEMENT
a
LOT 64
I'
LOT 70
1786 SF
I
_ 1887 SF
'
r
,
•
I
V
I LOT 63
5'SETBACK
LOT 69
J .I
1310 SF
! I
I
1384 SF
I
•
J
40'
•J
I
I
I 40'
I
•
` I 20'
D
I '
20.
I
LOT 62
?
LOT 68
• ' 1310 5� 6 TH - 20'
I
6 TH - 291'384 SF
0
'
I
r
N
L11
I F
r
>
5' SETBACK
1:
} ' :
31' COMBINED ACSA
(
I' •
Q
SEWER AND WATER
( I a
34' STORMWATER FACILITY
LOT 61
EASEMENT LOT 67
I
ACCESS AND PUBLIC
1310 SF
; I
1384 SF
J
I
I DRAINAGE EASEMENT
)PEN
;
7.5' PUBLIC
•I
ACCESS
PACE
434 SF
LOT 60
}
j
EASEMENT
LOT 66
1310 SF
? I
D
z
1384 SF
"
I
20'WATER MAIN
• I LOT 59
LOT 65
I
ACSA EASEMENT
AC
J
2021 SF
2373 SF
;.
PRIVATE & EMERGENCY
I
'
y
ACCESS EASEMENTS
I F.
'
ALONG FACE OF CURB
t
I
I
.
••+�•••I�+
—^_�-tom______-er—;v
—°
20' STORMWATER FACILITY
ACCESS EASEMENT
SAN
" '
— • • —
AN
SAN
W
ALLEY 3
I
•
I
I
�
j�
30.5' COMBINED ACSA
'"""'-'"
•
SEWER AND WATER
I
I• I
EASEMENT
22'
I
z
•
I
40'
J
I
I I
I
I PRIVATE & EMERGENCY
5'SETBACK
ACCESS EASEMENTS
LOT 47 LOT 48
STOP SIGN
J
I '
TO COVER ENTIRE
PRIVATE ROAD PARCEL
LOT 49
LOT 50
iTYP')
i I
2181 SF 1670 SF
LOT 51
LOT 52
1683 SF
1696 SF
1708 SF
1696 SF LOT 53
2710 SF
}
I
I
I
I N
:
a
•
,
77,
--
__ _
______________
_- _
.
__i
_________ ___ ________________
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JOB No.
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lic. No. 53741
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crRiC GND / STORMTECH ARCH PIPE - / _ w a E
DETENTION SYSTEM
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GND - 450.5T _ \' i / / / I 61.66' / / , i / , i o, w
GND GND GND / 472.92' 4 v
450.98' ' ' 451.36' 451.76' 452.15' - - _ - \ / / / / / ! co / O 'a O 0 ' O/ '� i ^ ' ' 1`L ALLEY 1 m
-- D GND / / i a i R , O i , i A A apt
-7.42' S4 \ �'-- ----- • / //de 46 / ,' /' ' / / i' / ' ' i i' �H
=480. FFE=451.65' FFE=452.45
FFE=45125' FFE=452.05' _ - o _ 454.75' \ v / / '
0 ON - - - o l I� I / /' t���pp7 , / �y, ,' , 467 i ' i TC TC vi
// I 2.31' / s Q/ •6 / 6/ 6 / A68 / / 471.96' 473.05' 47 O
GND' - - - - - _ . GND �03\ l II fiC / / / / GNO / 7C
40' / - - - - 451.08' GND _ - _ �156.28 _ / I / o , - - - _
_ - - 45221' - - GND \ /I I I 461(49' // / / / GND 46 GND i 470.50' -FFE=473.00' Al A 3.20' / 472 j8" FFE=474.04'
/ I l / 489.22' 470.2T i FFE=473.90' 6. O
457.30' - \ - - / I I I I r i ' ' STAIRS 6"
_ \ I I / 461. / i GND / / / FFE=474.05' 1.
_ e - - - _ _FFF=454-.6 GN I o 0 4�1.70' / , / / • FE=473.00'/ Q
FF-452.45 _ _ _ _ _ - _ FFE=456.35' - - �58.29' \ �� / 1 g6 / �,ND F�E=469.50' ' / ' / ' ' /
FFE=45A.8b' \'t� \ / / I 1 I ;\' / /461.50' / LP / / 6°l0 / Al / w Fw-
F=451.25' FF=451.65' FF=452.05" FF=452.45' - - - _ - FFE=457,15' �a 459.30' - - \� �- / I I 1 / I / / 469.26'/ / FF�-474.35' = = a
TC _ _ - - - / G� / FFE=473.50' .13 '
GND 452.08" - p LP I 1 / / , GND 471.16' i FFE=473.50' ' 'S3 FFE=474.34' / ¢ O
52.15' FFE=454.65' - l I I ' $TAIR T'
E=457.95' 460.18, I / / GN 469.33' , S( , ? o /
�1_ TC FEE�4 . 5' \ � l I I / FFE=469.51' • T� � , FFE=474.35' ° �
- 453.01 _ _ - _ _ _ FFE 5t.75' - - ' / I / 46 f 45 . 2' / / 1.
p' FFE=454.85' _ - - GND I / 1 46y50' I / • FFE 473.50j / / / V) DATE
t�• R7 �' ^' FFE--454.65' 0•�' r I '? I I GND 122' I / ^ l
FFE=456.35' - / 1 �0 46 .50, 40' 1 / I / /' ' / K
_ FFE- .35' _ _ FFE=45 . 5' •!0% / / ( I I I ! / A / 40' 1/18/2021
_ - - - FFE=457.15 / // I I I I ! 471 70' F=473.99' ,1• /, ? / FFE 74�7 ' / > DRAWN BY
TC FFE=460.35' / I I / / I '=474.0b' S 3 FFE 4 4.74'
\ \ \ I 452.08' _ - - - FFE= 5 . 5' 20.- ` - / 1 l4N r r 1 / , 0 20'
.. - _ / , I I FFE=474.75•
+D FFE6FEC. GAYNER
57.95' - - - - - - - ' I I 1 , I =470.00' 49 ° I / • --174.00' / / ' i �1
F-FE- 7.9-5' 4I62.00) I I I I STAIRS
GND•• DESIGNED BY
IN04 c443FFE=458.75' ' / FFEY74.50A FFE=475.25'-o I 462.00I /
58.75' FFE-474.50' J C. GAYNER
FFE=475.25
• CHECKED BY
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452.19 \ 452 95 TO _'TC - - - ,� _ b - - FFE- 9:6FFE=480.33' - I I 11 (1aND ,I •470 6' I Il /'' N / • FEr474.50' I I I / / • B. CICHOCKI
•r� \ \ ^ \ \ \ \^ \ I by o ^ \ _ / \ 4�62.�0' GND I /
\ �GND \ 1 / C o
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LI FkE=475.00' -j FFE=476.14'
AND \ \ \\ \ 1 - A ;L�O - - \ \\ \ I STA16 ® 6" j I '?`7% FFE=476.14' FFE=476.15' • N.A.
t_05` - .B7_ _ 452.901 \ \...\\\ .� I - - - - '\ _ _ _ \ 1 1 1 \ FFE=471.00' •tN \\ \ q
� � 1° � FFE=4 .35' \ \ FFE=475.0 I ll I
4 5' GND ` ` \ \ TC \ o' - - - - - - ti' �° A62 1 GI�D 4r0. T GND GND \ \ I •H d1 I 4
- _ \ \ ` \ \ ' i,W m \ a70.90'\ 470,96' \ 47 95'
45$90' ' \ •A53. \ \ \ \ .� \ rL? 7 TC , TC \ \ 46�.00' \ \ STAIRS 7" \ o
' l \ \ \ ` \ ` ^ \ \ �O _ _ _ _ ` 46UI4- - 462.52' \ GND \ \ \ \ \ ND \ \ I I FFE=476.55' 1'
_ _ FFE=475,00'
/ 40r �- -� - \ ^ ^\ \ \ \\b\ -_ _ _ 1 0 \463.00' 4 7' \ \ I I
\ ` \ \ \ `85. \ \ w° - - \ \ O TC TC Hp 1 \ \ GND• \ \ \ \
/ - . \ \ \ o 462. 462.3 / \ 71.02' \ \ \- 0 , I I
\5� h 461.56' \ \ \ F-475.00' QO �FE=476.54'
A \ \GNQ 9� o OFE=476.55'
E=459.65' / / FE=460.82' - - 7 i ` 4'34.95'�\ - - - _ \ \ \ \ \ \ \ \ FFE=475.00' ° 1 I Mom/
§ 455.85^ ` \ \ �O 0 - } TC Fi` co \ Y 1 \ \ ` TC \ \
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I I bi / •; ' / _ - _ � - _ - _ _ � GNDI GNQ �v462.24'
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.48' I 46Q.06' I 4 0.74' / / - - i - - - - - - - - - - N'p ` \,- ` \ \ \ \ \ \\ \\ \ \ TC
- - - - 458.95/ \459.85' / s, \ S \ \ \ \ \ 479.30' V /
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I I I I - - - 59.85' 'o 'sy L7
11 I I I I II 462.56' / GFE=48S95' _ - - - ' � / 4662 �Si'°
V
- O
\ - _ 46 Np - _ 464.25' GND z
463. 8' , � FFE=488.95' - - _ _ - 4 � 463.15' -GNp_ _ 465.35' 46§.45' GND 6 I I GND \ � Q
- 465 (162.05' ONO 4 3..15' 464.25' - _ - T'ND 46�55' b / ND 4 05' GND 474ONO.25' GND ♦ \ > FFE=46_7.85' - 466.45' 8ND 470 75' ` ` G�NQ
A GND 472b5' \ 78.25' \ GND L
485.35' G 05' \ O.j �(
s \ \ \ \ 467.55' GND \ 475.25' Q \ M `
4710.75' \ 474.26 \ GND. \ GRID \ 4Z7.70' W J
464.4fi - - \ \ ` \ / 40' , ' I I 1 473.05' \ \ 475.25 \ ♦ \ 4785' \ 477.70 'L Q
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FFE=475.55' EF=480.05' O
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46'9.81 - - - --- ---- --
/ 472.05 473.16 ' 474
.38' - -476.1
Q
483.6T480.1 - - " 481 - 48 .41' - - - - - - - _GND .11'- - -
ROD - ----- - O
V OTRIW - -
POSED 61 -7 485.
V APP�OVED \ 1 \ \ \
i' 484.79'
1 by the Albemarle Cou
1 l r i
� Community Develooment Department`\
\ Date 3-9-2021
' FI�# SDP2021-006
A - -
_ lic ion Type Initial Site Plan
Lead R vl*er: Megan Nedostup
I O
JOB NO.
IX- ---- 47036
SHEET N0.
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\ \ \ \ OLD LYNCHBURG ROAD ` \ I \ \ \ \ \ \\ \ \ \ / \ - , `- - - - - - - - A ~
lic. No. 53741 �
STATE ROUTE631 \ \ 1 1\ \ \
\ --- - - \ \ - - \� -- \ \ \ \ \ VARYING 12/VV WIDTH�\ ` - -
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471.96' 473.05' 47 05'
GND TC 473 7'
GND 470.50' FFE=4730V 47278` FFE=4740' O
470.2FFE=473.Q0' 3.20' FFE=474.04' \FFE=g74:05'
¢FE=473.00'/
/
GND ' 3b-474.35' C FE=473.5111I>-UOVOQF
-
/\\
D
AQd0T0'E471.16' FFE=473.5' FFE=474.34'
STAIRS@ 7" /
FFE=474,35 / DRAWN
111812021
BY
C. GAYNER
47.70' F=440'
7
FFE474,74' DESIGNED BQ_0UJ_a
Y20
FFE=474.0Q CGAYNER
STAIRS (/
GND °I w CHECKED BY
FFE1474,50FPE=475.25'
FF 74.50' `4 FE=475.25' B. CICHOCK
II
$TAIR8 6" I TC !
FF M450FFE�7525'/ 475.91SCALE
N.A.N/ GND I T473.00' FkE=475.00' .1. 6.14' 47 .93'
F0E=47500' Al1
STAIRS @ 6" 1 1 FFF 76.15'
FE=475.0q co,
-GND 6
470,96' TAIRS \ 4 5\'
� FE=475.00'4E=476.55'
4 M
F�=475.0� 0Q° FFE=476.54'
FFE=475.00' FFE=476.55' I 7
TC CD
G 474.74' 1 TC-
1 47 31'
TC 4T0 � v.
ALLEY 8 O /im
TC
479.30'
GIN T4 05' GND GNI I I I Q
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00.747425' GND\ 470Q47075' 05'
GND 475.25' 476.25'
472b5' N
GD473.05' 475.25\ 476,,25' NTQ
p \ 48
40' O2 W
FFE=478.75' E=480.05' 0.� APPOVED he Albema ounty 5.7 b tO
484.25' $
E=8.70CommunityDe PmeaDepartment
FFDate 3. w
C File # DP2021-006
s A catidp Type Initial Site Plan
ead Reviewer: Megan Nedostup
GND
48ORIZON ROAD
488:fio
HORIZON RO
61' OTRIW -T 33'
484.79' I KORY STREt176'TO LU
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124: MH-1
STA 10+90.58
TOP 455.84
INV IN 446.47 (125)
460INV OUT 444.57 (123)
EXA: MH-1
STA 11+29.42
TOP 456.64
INV IN 449.00 (EX.)
INV OUT 448.80 (125)
460 455
PROPOSED
HORIZON
ROAD GRADE
455
PROPOSED r
455
GRADE
/
EXISTING
GRADE
450
450
PROPOSED
WATER
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445 LINE
' N� O°IO
445
SANITARY
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PIPE 3-1
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440
�OSQP�
440
SWM A
15
72" CMP
(�
INV. IN 439.14
435
1
435
9+50 10+00 11+00
SWM A - STR EX.1
HORIZ SCALE: V=50'
VERT SCALE: V=5
102: MH-t
STA 10+00.00
TOP 437.78
INV IN 430.70 (103)
INV IN 430.83 (107)
INV OUT 427.00 (101)
450
108: MH-1
STA 10+39.52
TOP 446.69
INV IN 434.56 (109)
INV OUT 43320 11071 450
PROPOSED
GRADE
445
445
440
440
SWM
A
72'
CMP
INV.
OUT
4
6.46
435
435
95O E
.
NOP
l0
@
10�, OF
P6
430
q.EXISTING
430
No GRADE
425
425
420
1
420
9+50 10+00 11+00
STR 102 - SWM A
HORIZ SCALE: V=50'
VERT SCALE: 1"=5
116: DI-3B 6 It Throat
STA 10+04.00
TOP 445.22
INV OUT 440.25 (115) 455
450
450
EXISTING
GRADE
445
445
PROPOSED
GRADE
440
440
SWM A
72" CMP
t 15
INV. IN 440.05
4.00' OF
15" HDPE
@ 5.00%
435
435
430
1
430
120: DI-31B 6 It Throat
STA 10+73.27
TOP 443.41
INV IN 437.84 (121)
INV OUT 437.74 (119)
118: DI-3B 6 It Throat
STA 10+28.27
TOP 444.50
INV IN 437.29 (119)
INV OUT 437.19 (117)
4.50
s
too A
mo .a
M 1 V F
OIITO
a-
N Q
U) FO - 450 455
PROPOSED
GRADE
445
445
EXISTING
\
GRADE
440
440
SWM A
72" CMP
INV. IN 436.90
121�
117 119
28.27' OF 45 00' OE
33 43' F
15" HDPE
435
435
1@ 1.00% @ 1.00%
430
430
425
425
12+00 9+50 10+00 11+00 9+50
SWM A - STR 110
HORIZ SCALE: V=50'
VERT SCALE: 1"=5
200: ES-1 for 15 inch Pipe
STA 10+04.00
TOP 447.62
INV IN 446.25 (201)
485
202: MH-1
STA 10+32.08
TOP 455.30
INV OUT 446.50 (201)
485
460
460
PROPOSED
GRADE
455
455
450
450
EXISTING
445
201
GRADE 445
15" HDPE
@ 0.90%
440
440
11+50 9+50 10+00 11+00
STR 200 - STR 202
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
10+00 11+00
SWM A - STR 116
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
112: DI-3B 6 it Throat
STA 10+16.18
TOP 447.91
INV OUT 441.73 (111)
4.55
450
450
PROPOSED
GRADE
445
445
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435
430
430
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114: DI-3B 6 it Throat STA 10+04.00
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TOP 446.34 INV IN 426.74 (101)
INV OUT 441.09 (113) 455 4.50
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104: MH-1
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TOP 447.17
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INV IN 435.43 (105)
INV IN 430.83 (107)
INV OUT 427.00 (101)
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SWM A - STR 106 SWM A - STR 108
HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5 VERT SCALE: 1"=5
APPROVED
by the Albemarle County
Community Development Department
Date 3-9-2021
File# SDP2021-006
Application Type Initial Site Plan
Lead Reviewer: Megan Nedostup
204: 18" Basin - Circular Grate
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TOP 452.38
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440
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VERT SCALE: 1"=5
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INV IN 453.82 (209) INV IN 455.93 (211)
485 INV OUT 453.20 (207) INV OUT 455.83 (209)
10+00 11+00
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[212: DI-313 6 It Throat
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File# SDP2021-006
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Lead Reviewer: Megan Nedostup , ^
JOB NO.
47036
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INV IN 453.25 (6-5) INV IN 465.70 (10-8) INV IN 472.65 (11-EX. 1)
INV OUT 453.05 (5-4) INV OUT 476.23 (11-EX. 1)
490 INV OUT 465.23 S-5 INV OUT 470.96 10-8 490
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Community Development Department
Date 3-9-2021
File# SDP2021-006
Application Type Initial Site Plan
Lead Reviewer: Megan Nedostup O
9+50 10+00 11+00 STR 8 -STR 9 12+00 �
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JOB NO.
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Date 3-9-2021
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PROFILE SCALE JOB NO.
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• • SCALE
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PROFILE SCALE JOB NO.
47036
SHEET NO.
C7.4
485
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APPROVED
by the Albemarle County
Community Development Department
Date 3-9-2021
File # SDP2021-006
Application Type Initial Site Plan
Lead Reviewer: Megan Nedostup
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VERT SCALE: 1 "=5
14+00 14+50 15+00 15+50
APPROVED
by the Albemarle County
Community Development Department
Date 3-9-2021
File # SDP2021-006
Application Type Initial Site Plan
Lead Reviewer: Megan Nedostup
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APPROVED
by the Albemarle County
Community Development Department
Date 3-9-2021
File# SDP2021-006
Application Type Initial Site Plan
Lead Reviewer: Megan Nedostup
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JOB NO.
47036
SHEET NO.
L1.3
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County of Albemarle
Conservation Plan Checklist — To be placed on Landscape Plans
(Handbook. pp 111-284-I11-297 for complete specifications)
I.
The followine items shall be shown on the plan:
❑
Trees to be saved;
❑
Limits of clearing (outside dripline of trees to be saved);
❑
Location and type of protective fencing;
❑
Grade changes requiring tree wells or walls;
❑
Proposed trenching or tunneling beyond the limits of clearing.
2,
Markings:
❑
All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
❑
No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3.
Pre -Construction Conference:
❑
Tree preservation and protection measures shall be reviewed with the contractor on site.
4.
Equipment
Operation and Storage:
❑
Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5.
Soil Erosion and Stormwater Detention Devices:
❑
Such devices shall not adversely affect trees to be saved.
6.
Fires:
❑
Fires are not permitted within 100 feet of the dripline of trees to be saved.
7.
Toxic Materials:
❑
Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
8.
Protective Fencine:
❑
Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
❑
Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9.
Tree Wells:
❑
When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10.
Tree Walls:
❑
When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11.
Trenchine and Tunneline:
❑
When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. Cleanup:
❑ Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
OWNER SIGNATURE
CONTRACT PURCHASER SIGNATURE
PLAN VIEW:
T
HEIGHT VARIES
WITH PLANTS
12" MIN.
(DATE)
(DATE)
5/1/06 Page 1 of 1
EDGE OF BUILDING,
WALK OR STRUCTURE
VOIDS
MULCH LINE
PLANT UNDER DRIP LINE OF
LIMBED UP SHRUBS & TREES
TRIANGULAR INFILL SPACING
PLANT PERIMETER
AT INDICATED SPACING
PLANT UP TO EDGE OF SHRUBS
UNLESS OTHERWISE NOTED
PLANT
2-3" MULCH LAYER
1" COMPOST LAYER
AMENDED SOIL MIX
UNDISTURBED EARTH
GROUNDCOVER/ PERENNIAL PLANTING
4 % NOT TO SCALE
NOTE: STAKE EVERGREENS 6' OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
SET ROOTBALL FLUSH TO GRADE
OR 1-2" HIGHER IN SLOWLY
DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH
SOIL. ROOTFLARE SHALL BE
VISIBLE ABOVE FINISHED GRADE.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
3 X ROOTBALL
DIAMETER
EVERGREEN TREE - STAKING SPECIFIED
NOT TO SCALE
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP Y OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE - STAKING SPECIFIED
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS A
THE SAME GRADE A
ORIGINALLY GROWN OR 1
ABOVE IN POOR DRAININ
SOILS. DO NOT COVER THE TO
OF THE ROOTBALL WITH SO
REMOVE ALL STRING, WIRE, AN
BURLAP FROM TOP Y3 OF BAL
BACKFILL PLANTING PIT WIT
NATIVE SOIL. INCORPORAT
SLOW -RELEASE GRANULA
FERTILIZE
SCARIFY BOTTOM AND SIDE
OF PIT
SHRUB PLANTING
PRUNE CODOMINATE LEADERS
RUBBER HOSE
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
2"X2" HARDWOOD STAKE
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN 18" OUT
FROM TRUNK AND OUTSIDE OF ROOTBALL
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP Y3 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
1" COMPOST LAYER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
2-3" MULCH LAYER, MULCH TO EDGE
OF DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
6" SAUCER
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
CROOT BALL
12GAUGE GALVANIZED WIRE
'-- 3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
CANOPY
CEL MAG
7
CELTIS OCCIDENTALIS WAGNIFICA'
MAGNIFICA COMMON HACKBERRY
2.5" CAL.
B&B
651SF
PLA OCC
15
PLATANUS OCCIDENTALIS
AMERICAN SYCAMORE
2.5" CAL.
B&B
1362SF
EVERGREEN TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
CANOPY
JUN EAS
16
1 JUNIPERUS VIRGINIANA
EASTERN RED CEDAR
T-8' HT.
IB&B
32SF
FLOWERING TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
CANOPY
CER CAN
10
CERCIS CANADENSIS
EASTERN REDBUD
6'-7' HT.
B&B
124SF
COR FLO
10
CORNUS FLORIDA
FLOWERING DOGWOOD
7'-8' HT.
B&B
124SF
SHRUBS
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
SPACING
ILE GLA
10
ILEX GLABRA
INKBERRY HOLLY
24" HT./SPRD.
CONTAINER
ILE WIN
16
ILEX VERTICILLATA
WINTERBERRY
24" HT./SPRD.
CONTAINER
GROUND COVERS
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
HYP CAL
59
1 HYPERICUM CALYCINUM
CREEPING ST. JOHN'S WORT
1 1 GAL.
CONTAINER
STREET TREE REQUIREMENTS
per Sec. 32.7.9.5 of the Albemarle County Code.
STREET
FRONTAGE
REQUIREMENTS
CALCULATIONS
REQUIRED
PROVIDED
1 LARGE SHADE TREE PER 50 LF
(230-50) = 4.6 x 2 =
10 LARGE SHADE
10 LARGE SHADE
ROAD 1
230 LF
OF FRONTAGE
9.2
TREES
TREES
INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS
per Sec. 32.7.9.6 of the Albemarle County Code.
REQUIREMENT
PARKING LOT AREA
CALCULATIONS
REQUIRED
PROVIDED
5% OF GROSS PARKING
6,262 SF
6,262 x .05 = 313.1 SF
314 SF
2,187 SF
AREA
INTERIOR PARKING LOT TREE REQUIREMENTS
per Sec. 32.7.9.6 of the Albemarle County Code.
PARKING LOT
REQUIREMENT
PARKING SPACES
CALCULATIONS
REQUIRED
PROVIDED
1 LARGE SHADE
PARKING LOT 1
TREES PER 10
26 PARKING SPACES
26/10 = 2.6
3 LARGE SHADE
3 LARGE SHADE
PARKING SPACES
TREES
TREES
1LARGESHADE
1LARGE SHADE
1LARGE SHADE
PARKING LOT 2
TREES PER 10
7 PARKING SPACES
7/10 =
.7
TREES
TREES
PARKING SPACES
1 LARGE SHADE
1 LARGE SHADE
1 LARGE SHADE
PARKING LOT 3
TREES PER 10
4 PARKING SPACES
4/10 =
PARKING SPACES
.4
TREES
TREES
TREE CANOPY REQUIREMENTS
per Sec. 32.7.9.8 of the Albemarle County Code.
REQUIREMENT
SITE AREA
CALCULATIONS
REQUIRED
PROVIDED
15% OF THE LOT AREA IS
27,659 SF(PROPOSED) +
TO BE COVERED BY TREE
389,863 SF
389,863 x .15 = 58,479.45 SF
58,480 SF
34,943 SF(EXISTING) _
CANOPY
62,602 SF
GENERAL NOTES
PRE -CONSTRUCTION
a CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT,
TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS.
• SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER
AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED
PER TEST RESULTS TO ENSURE PLANT HEALTH.
CON STRUCTI ON/INSTALLATION
a LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
a LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
a CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
a UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
a ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR.
a PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
a REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
APPROVED
by the Albemarle County
Community Development Department
Date 3-9-2021
File# SDP2021-006
Application Type Initial Site Plan
Lead Reviewer: Megan Nedostup
W. d HA
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01/18/21
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DATE
111812021
DRAWN BY
M. RACHNER
DESIGNED BY
M. RACHNER
CHECKED BY
F. HANCOCK
SCALE
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JOB NO.
47036
SHEET NO.
L2.0