HomeMy WebLinkAboutARB202100048 Plan - Submittal (First) 2021-04-26FLEXIBLE USE STRUCTURES
LOT GROSS FLOOR HEIGHT FRONT SIDE REAR PARKING
AREA (SF) SETBACK SETBACK SETBACK
FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING:
A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE
PERMITTED WITH ANY SINGLE-FAMILY DWELLING.
B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM
GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE
MAIN DWELLING UNIT, WHICHEVER IS GREATER.
C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA
OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS
5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT
IS REGULATED.
D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50%
OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER.
E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL
BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING.
F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT.
NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE
STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT
SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF
(3) THREE FEET.
G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO
REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR
PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS
LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT
ALLOWANCES.
H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION
CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND
REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT
TO PERMITTING PROCESSES AND REGULATIONS.
I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE
FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE
FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES.
PARKING REQUIRED
AND PROVIDED
TOTAL PARKING
TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK
TOTAL
ASSOCIATED
LOTS
HOUSING TYPE
PARKING
SPACES
PARKING SPACE
NEIGHBORHOOD CENTER SPECIAL AREA
PLAN(S)
SPACES
PROVIDED
LOCATION
(4) ON -SITE, (2) ON
REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12
(115' MEASURED ON BOTH SIDES FROM
HICKORY STREET RIGHT-OF-WAY)
SINGLE FAMILY
6
6
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) SITE, (1) ON
16+2GUEST=
FRONT SETBACK
FRONTS SHALL ORIENT TOWARDS HICKOI
4, 5, 8-11,
18
18
HORIZON ROAD, (1)
MIN. 5' 5' 5' 5'
10,
ON WARDELL CREST
MAX 25' 25' 25' 18,
28'A
37,38
DUPLEX
SDP202000048
(39) PARKING LOT, (1)
STEIPBACK°
nN/A N/A 15E 15'
15
MULTIFAMILY (2) 6-UNIT
40
40 (2ADA VAN)
ON CARDINAL HILL
AT BUILDING HEIGHT OF 40' 40'
3 STORIES OR 45'
13
AND (2) 4-UNIT
LANE
SIDE SETBACK
20 + 2 GUEST =
(20) GARAGE, (2) ON
MIN. 3' 3' 5' 5'
NO MIN.
14-23
TOWNHOMES
22
22
CARDINAL HILL LANE
MAX. NO MAX. NO MAX. NO MAX. NO MAX.
NO MAX.
16+2 GUEST=
(16) ON -SITE, (2) ON
REAR SETBACK
25-32
TOWNHOMES
18
18
WARDELLCREST
(34) GARAGE, (4) ON
MIN. NO MIN. 5' 5' 5'
MAX. NO MAX. NO MAX. NO MAX. NO MAX.
NO MIN.
NO MAX.
26+4GUEST=
38
TRAIL BUFFER SETBACIO
1-17
TOWNHOMES
30
ALLEY 3
MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN.
O' MIN.
11+2 GUEST=
16
(14) GARAGE, (2) ON
MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX.
NO MAX.
26-32
TOWNHOMES
13
ALLEY 1
FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT
GARAGE TO COMPLY WITH
20+3 GUEST=
29
(26) GARAGE, (3) ON
FRONT ACCESSSS MMIN./MIN./MAX. 4.19c / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED OR
41-53
TOWNHOMES
23
ALLEY 1
RELEGATED TO THE REAR OF THE BUILDING.
8+2GUEST=
12
(10) GARAGE, (2) ON
MAX. PORCH & DECK 4' 4' 4' 4'
9'
SDP2021006
54-58
TOWNHOMES
12
ALLEY 1
ENCROACHMENT
12+2 GUEST=
(16) GARAGE, (2) ON
18-25
TOWNHOMES
14
18
ALLEY 3
MAX. EAVE & OVERHANG 2' 2' 3' 3'
3'
ENCROACHMENT
12+2 GUEST=
(16) GARAGE, (1) ON
18
33-40
TOWNHOMES
14
ALLEY 1, (1) ON ALLEY 3
SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF
20,000 SF
FOOTPRINT MAX. NON-RES.
18+3 GUEST=
(24) GARAGE, (3) ON
27
59-70
TOWNHOMES
21
ALLEY 1
STREET FACING BUILDING
71-72
TOWNHOMES
24
25 (2 ADA VAN)
(25) ON ALLEY 3
LENGTH
MIN. NO MIN. NO MIN. NO MIN. NO MIN.
50,
(54) SURFACE
MAX. 200' 200' 200' 200'
275'
PARKING BLOCK 11, (8)
MIN. AIR PASSAGE WIDTH 10' 10' 10' 10'
10,
MULTIFAMILY
BLOCK 11
APARTMENTS (51 D.U.)
77
77
ON EAST STREET, (12)
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
THIS PLAN
ON HICKORY STREET,
COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE.
(3) ON HORIZON ROAD
s IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE
MULTIFAMILY
(110) SURFACE
BUILDING AND THE TRAIL BUFFER.
BLOCK 12
105
119
PARKING BLOCK 12,(6)
APARTMENTS (70 D.U.)
ON EASTSTREET
c THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET
BUILDING FACADE.
(3') FROM THE PRIMARY STREET FACING
o 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'.
PROFFER STATEMENT
i hvtA NO.2016-603
Tart Mao and 6MO-00-00-001A0,090A1410-�YE0,B7600-00-00-051AO
Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC
Date of Proffer Signature: August 2, 2019
33.96 acres; TNT 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned troml-L to NMD and TMP
90A1-1E (23.33 acres) which is to be rezoned from NMD to NMD.
Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00-
001AO, 090A1-00-00-OOIE0, 07600-00-00-051AO (the "Property") which is the subject of rezoning application
ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project").
Pursuant to Section 33-3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the
conditions listed�w which shaTbe armed to the Property if" rezoned to the zoning districtl"dentified
[above. voiun' -- —offered part ofthe requested e�zoni�u and the Owner
acknowledges oat (1) the re�aing gives rim tot n fermi spa , and (2) such
umk&
t raker statements aproved by thaBoard o� in ss with ZMA-1Bil5-00017.
1, a emovai of rroffers-a—n&Amiendmentdo e of Dewelobmentor Biscuit Run ZMA 2005-00017
i included on Tax May Parcel 090A1-00-00-001E0. All existing proffers associated with the Code of
Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parcel 09OAl-
00-00-OOI EO are hereby removed and superseded by these proffers. Tax Map parcel 090A1-00-00-0OIE0
(along with parcels 09000-00.00.00IAO and 07600-00-0051AO) shall comply with the application plan and
the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February
(, B, Last revised July 29, 21H9.
2. Trails, Parks, Civic Spaces.
a. Greenway Connections to Potential Adjacent County Parkland. At any time from approval of this
rezoning application until the final certificate of occupancy is granted for Phase I, upon written
request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and
within six (6) months of the aforementioned written request, an easement, deed property within the 8.0
acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the
County to provide a public trail connection between the Trail described in paragraph 2(b) below and any
trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under
easement, associated trail connection, associated signage, and any associated structures shall be
maintained in perpetuity by Albemarle County.
b. Trail Network. The Owner shall establish a trail on the Property ("tire Trail"), consistent with the
County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and
amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general
location of the Trail is shown -on the Application Plan ge 8 of the Co of Development, It
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`s) Permit for a dwelling within Blocks 3-8. The
Trail shall be maintained by a property owners association established for Southwood. The public trail
connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a)
shall be maintained by the County as described in section 2a above.
c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to
the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be
provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type
2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent
property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the
public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to
the issuance of the 300t° Certificate of Occupancy in Phase 1.
SOUTHWOOD CHARLOTTESVILLE, LLC,
a Virginia limit 1 ability compan
By:
Dan Rosensweig, Manager
Fyan D. Cichoclti
lie. No. 53741
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DATE
41512021
DRAWN BY
K. ROESER
DESIGNED BY
K. ROESER
CHECKED BY
B. CICHOCKI
SCALE
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JOB NO.
47118
SHEET NO.
Co.1
L
GENERALNOTES
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, please consult with VDOT.
1. A signed and dated professional seal of the preparing engineer or surveyor.
2. The name and address of the firm and individual preparing the drawings on the title sheet.
3. "As -built" must be labeled on the drawings with the date of preparation or revision.
4. The constructed location of all items associated with the road construction must be shown. The items
include, but are not limited to the following:
a. Horizontal Alignment - Show and label measurement points, and an interpreted line between
measurements. Show the as -built centerline over the design centerline. Distinguish between the design
elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and
at frequent enough intervals to accurately portray the as -built centerline and the position of the roadway
4 Sh Y P Y P Y
within the right-of-way or easement. An portions outside the right-of-way or easement must be
� Y YP
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.
1110cmuric %_Vu"Ly
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
E concrete tests
g. structural and related inspections for any bridges and foundations
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
Albemarle County As -built Road Plan Policy. Provide copies of all recorded drainage easements,
sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents
from the Clerk's office. 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 1 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 farm mart he received for release of a. hnnd_ It is availahle, nn the county wehcite_ 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 50150 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)
a COUNTY OF ALBEMARLE
Department of Community Development
Vj�N1P
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, culverttpipe size, weirs, materials, inlets or end treatment(s),
inlet and outlet protection, alignment and invert elevations compared to design.
8. Computations: For significant deviations from design, provide sealed computations verifying that
the as -built condition is equivalent or better than design.
9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical
sections and linings.
10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage
must be within platted easements. Provide copies of recorded documents.
11. Guardrail, fences or other safety provisions - Display the constructed location of all safety
provisions; fences, guardrail, including the type, length and applied end treatments, compared to
design.
12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to
material types and depths. Include inspection reports, boring or test pit reports and materials
certifications. Biofilter media must be an approved state mix.
13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable.
14. Compaction reports are required to verify fill compaction in dams.
15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning.
Albemarle County Engineering
Final Plan General Notes
Page I of 4
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
1. Prior to any construction within any existing public right-of-way, including connection to
any existing road, a permit shall be obtained from the Virginia Department of
Transportation
on(VDOT).This plan as may not accurately reflect the 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).
Fyan D. Cichoclu
lac. No. 53741
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DATE
41512021
DRAWN BY
K. ROESER
DESIGNED BY
K. ROESER
CHECKED BY
B. CICHOCKI
SCALE
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JOB NO.
47118
SHEET NO.
C1.0
L
VARIES
WATER MAIN-/ / M.J. FITTING
L 4" DIP
RESTRAINED JOINT FIT7INOS
VE BOX
TO METER BOX (SEE FIG.
THRU W--7E).
\ 2" COPPER
4' PLUG THREADED FOR
2' COMPRESSION FITTING
NOTES:
• GATE VALVE WILL BE 4' UNLESS OTHERWISE SPECIFIED BY THE ACSA.
• SERVICE LINE TO CONNECrAT MAIN WITH X'k4'TEE
• REFER TO FIG.W-3 FORTHRUST BLOCK DETAILS ON TEE.
• REFERTOFIG.W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATEVALVE.
• NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS
PROTECTION FOR BOLTS.
`• USE 25W PS.L CONCRETE.
LARGE METER SERVICE LINE
NTS
FIG. W-SC
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
QTHE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
6' MIN (2707 2' TO 10'
18"-22"VALVE BOX
7 CU. FT.
#68 STONE
42"MINI. 6" GATE
o °�: •�.t VALVE
I .
/.: 8 X 6"
TEE
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL STEEL PILE
WHEN THE SOIL IS DISTURBED OR EN RESTRAINED JOINT FITTINGS
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' MIN. 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
REQUIRED 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
4" DIAMETER BRANCH
AND VALVE -
VARIES
BOX
PLUG
WATER MAIN) RESTRAINED JOINT FITTINGS
ON-LINE
(TYPE "B")
VARIES THREADED COUPLING
PVC SLEEVE - BRASS NIPPLE AND PVC
o CAP
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 ti VARIES 2" BRASS PIPE
WATER MAIN AND VALVE 2" THREADED TAP
ARE SAME SIZE PLUG
DEAD END
(TYPE NA")
TYPICAL BLOW -OFF ASSEMBLY
NTS
FIG. W-8
IU-19
•. y O ® 44' MIN.
17.5' 8' MIN. 4
8' MIN. T (22.Y FOR COMPOUND M=)
4:.
4
eD' a,• _ I
d' a a:
p`
e
(2 5' FOR COMPOUND METER)
18 MIN.
�17.5'�
37' MIN.
12' MIN. wNGNUT LOCKING ASSEMBLY
BYPA58
NOTES:
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 WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (2" METER)
NTS
FIG. W-7C
TD-16
- 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. /.
I
B
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 GOATS OF BITUMINOUS PAINT.
BEND
SIZE
A
B
C
D
E
F
4" - 8
V-C
2'-3'
T-8'
1'-Y
Y-0'
1 1 V
e"
2'-3
3'-0
Y-
1'
2'-B
1 14'
11 1/4'
10"
2'-9
S
Y-0
2'-D
X-
Y
-3"
T-0
Y-3"
S-6"
2'
78'
1 S-4
S-8'
3'-3'
S-D"
4'-6-
2 1 /Y
9' - ar
V-11
3'-
X-e"
V-6
2--e"
1 1 4'
Ir
W-
V-
2'-8'
2'-6"
III 1IX
10"
Y-3
5-
3'-O
Z-9"
V-9
Y
1Y
'-li
6'-3
3'-0
N-6
4'-3
Y
1B'
5'-0
7'-b
X-Y
4'-0"
5'-e
2 1 Ir
4- -
3'-0"
6'-O
3'-a"
2 1 4
418'
Or
3'-B"
8'-8
3'-0'
3'-B"
3'-9'
2 1 4
10'
4'-
T-e
3'-D'
4'-
G-
z t a
12'
6'
G'-O
3'-3'
6'-
5'-
2 1/Y
15
e'-
il'-o
3'-W'
B'
Y-3"
z 1
CHART FOR UPPER
VERTICAL BLOCKING
3" THREAD
1 NOMINAL INSIDE
DIAMETER EXTRA
STRONG STEEL PIPE
SECTION
HO'IE- BLOOHCRAOF S�OR
BOLTS TFACE CENTER OFBLOCK
CONCRETE BLOCKING FOR
UPPER VERTICAL BENDS
N.T.S.
FIG. W-3A
ID-4
Top View
A
6" MINIMUM 4'
" a
:v 4" MINIMUM
A..
A .
4.a
NOTE: RESTRAINED JOINT FITTINGS.
- - - - - 42" Minima
Certification of 959
compaction required
Q
Galvanized Steel Beam,
W12 x 14 (min. size)
3' min. penetration Into undisturbed
soil or as approved by the
ACSA.
Side View
0
d
. ild<
.I I.•
••Ile A,a. .
411 A
45'
NEga I FL�
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. W-3B
UNDISTURBED EARTH
2 - 3/4" DIA,
ALL -THREAD RODS.
18"
MIN
UNDISTURBED E
ASTJ A36 AND HEX NUT
ASTM A588 (1YP)
UNDISTURBED
SOIL (TYP)
WATER MAIN
PUN
-CLASS A-3 CONCRETE
ELEVATION
SECTION
NOTE:
1. ALL RODS AND FASTENERS SHALL 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
URGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY.
CROSS ANCHOR RESTRAINTS FOR VALVES
HIS
Fig. W-30
TD-B
JUNCTION BOXES, TRANSFORMER PADS PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT ID' WAY:
VARIES
'20•t-►1 I�-SD•t
51 111 1 1 1 5' 1 1 F
WATER SEWER
E
LOCATION [IF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
w SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & 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-1
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
824" IN e:: INITIAL BACKFILL 8.24 INall
MIN MIN. MIN. MIN.
v
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
a'MI INITIAL BACKFILL 4M1
UNSTABLE B° B" e" e•
SOIL MIN. MIN. _ MIN MIN
8 STONE
GRANULAR FILL AS :;z,.:;.,;iz;,: #8
`!•''•'i:^'=- ��APPROVED BY ACSA � ?-_ s6:-t_<•-r.'= ��
S A ... .'I aC� 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" UFTS.
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
\/11111011
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL.
SIZE
OF(FEET)W.W.
(FEET)
CU.YD.
BEND
L
H
T
L
I H
T
90
2.50
2.50
3.01
0.24
4" & 6"
45
2.00
2.25
ZOO
0.15
2.00
2.25
Z50
0.15
221/2
1.50
200
2.52
0.10
11 1/4
1.50
200
2.50
0.10
90
3.68
&IS
3.21
0.48
45
2.66
2.66
2.77
0.26
8.
22 1/ 2
1.66
2.16
2.89
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
287
0.13
90
4,83
3.83
3.42
0.83
[10- & 12"
45
3.33
3.58
2-95
0.43
3.83
4.00
2&S
0.52
221/2
2.33
2.58
2-86
0.24
11 1/4
1 1.83
1 2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
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
NTS
FIG. W-3
TO-3
Fyan D. Cichocki
Lie. No. 53741
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LEGEND
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STEEP SLOPES - MANAGED I I
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STEEP SLOPES -PRESERVED
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EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
EXISTING EDGE OF PAVEMENT _ _ EX. EP_
EXISTING CURB AND GUTTER EX.C&G __ ___�\\ \\\ \\ `\ `\ \ I\\\ \\\ \\\ `\\ \`\\ \\I`�\ \ \;\\\\•\\�\
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EXISTING WATERLINE -
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NOTE: BLOCK AREAS SHOWN PER CODE OF
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Lie. No. 53741
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41512021
DRAWN BY
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DESIGNED BY
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CHECKED BY
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SCALE
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JOB NO.
47118
SHEET NO.
C2.1
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R25'--" -^'v
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Fyan D. Cichocki
Lie. No. 53741
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-------------
------
----------------
----------------------------------
----------
-------------
----------------------------------------------------
-NO---E
--
THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO
ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES.
-------a--- - THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE
i SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED
FOR APPROVAL AT_A LATER-TIMEAND-FORIJSEIN--------
IRECORDATI ONS.
_ _ _ — — — — — — — — — — — — — — — —
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112: 12" Basin -Circular (Solid Top)
TOP 491.25
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INV IN 485.38 (123)
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475
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EX. STR. 300 - STR. 304
Fyan D. Cichoclu
Lie. No. 53741
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DRAWN BY
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