HomeMy WebLinkAboutSDP202200009 Plan - Submittal (First) 2022-02-10SITE DATA:
RIO POINT
SDP - 2022 - XXXXX
INITIAL SITE PLAN
COUNTY OF ALBEMARLE, VIRGINIA
TAX MAP PARCEL AND OWNER INFO:
PARCEL 06100-00-00-167CO
D.B. 1681, PG. 174
RIO POINT LLC
123 EAST MAIN ST
5TH FLOOR
CHARLOTTESVILLE, VA 22902
PARCEL 06100-00-00-16700
D.B. 1688, PG. 564
RIO POINT LLC
123 EAST MAIN ST
5TH FLOOR
CHARLOTTESVILLE, VA 22902
EXISTING AREA:
PARCEL 06100-00-00-167CO = 25.73 AC.
PARCEL 06100-00-00-16700 = 1.58 AC.
EXISTING ZONING:
R4 - RESIDENTIAL AREA
PROPOSED ZONING:
PLANNED RESIDENTIAL DEVELOPMENT (PRD). PROPERTY SHALL STILL COMPLY WITH EXISTING
ZONING OVERLAY DISTRICTS
OVERLAY DISTRICT:
PRESERVED SLOPES SHOWN PER ALBEMARLE COUNTY GIS, AIRPORT IMPACT AREA (AIA),
FLOODPLAIN HAZARD OVERLAY DISTRICT (FH), AREAS OF MANAGED AND PRESERVED SLOPES
OVERLAY DISTRICT, AND ENTRANCE CORRIDOR OVERLAY DISTRICT (EC). THESE OVERLAY DISTRICTS
ARE NOT BEING REVISED AS PART OF THE PROJECT.
MAGISTERIAL DISTRICT:
RIO
CURRENT USE:
SINGLE FAMILY DETACHED (SFD) HOUSE
PROPOSED USE:
RESIDENTIAL
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY:
TIMMONS GROUP
1001 BOULDERS PARKWAY
SUITE 300
RICHMOND, VA 23225
804-200-6500
PROJECT #: 46883
DATE: 12/11 /2020
DATUM:
HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88
WETLAND IMPACTS:
NONE
UTILITIES:
ACSA WATER AND RWSA SEWER
WATERSHED:
RIVANNA RIVER - MEADOW CREEK
FLOODPLAIN:
THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO280D DATED FEBRUARY 4,
2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH
RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY.
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VICINITY MAP
1"-2000'
DEVELOPER:
RIO POINT LLC
123 EAST MAIN ST
5TH FLOOR
CHARLOTTESVILLE, VA 22902
CONTACT: CHRISTOPHER HENRY
CHENRY@STONYPOINTDG.COM
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: (434) 327-1688
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER
C0.1
REZONING PLAN
C1.0
NOTES & DETAILS
C1.1
NOTES & DETAILS
C1.2
NOTES & DETAILS
C1.3
NOTES & DETAILS
C2.0
OVERALL EXISTING CONDITIONS PLAN
C2.1
EXISTING CONDITIONS & DEMOLITIONS PLAN
C2.2
EXISTING CONDITIONS & DEMOLITIONS PLAN
C2.3
EXISTING CONDITIONS & DEMOLITIONS PLAN
C2.4
EXISTING CONDITIONS & DEMOLITIONS PLAN
C2.5
EXISTING CONDITIONS & DEMOLITIONS PLAN
C2.6
EXISTING CONDITIONS & DEMOLITIONS PLAN
C4.0
OVERALL LAYOUT PLAN
C4.1
LAYOUT & UTILITIES PLAN
C4.2
LAYOUT & UTILITIES PLAN
C4.3
LAYOUT & UTILITIES PLAN
C4.4
LAYOUT & UTILITIES PLAN
C4.5
LAYOUT & UTILITIES PLAN
C4.6
LAYOUT & UTILITIES PLAN
C4.7
LAYOUT & UTILITIES PLAN
C4.8
LAYOUT & UTILITIES PLAN
C5.0
GRADING & DRAINAGE PLAN
C5.1
GRADING & DRAINAGE PLAN
C5.2
GRADING & DRAINAGE PLAN
C5.3
GRADING & DRAINAGE PLAN
C5.4
GRADING & DRAINAGE PLAN
C5.5
GRADING & DRAINAGE PLAN
C8.0
STORM PROFILES
C8.1
STORM PROFILES
C8.2
STORM PROFILES
C8.3
STORM & SANITARY STRUCTURE & PIPE TABLES
C9.0
UTILITY PROFILES
C9.1
UTILITY PROFILES
C9.2
UTILITY PROFILES
C10.0
SIGHT DISTANCE PROFILE
TOTAL: 36 SHEETS
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
DATE
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0210712022
DRAWN BY
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DESIGNED BY
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CHECKED BY
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SITE DATA (CONTINUED):
TOTAL PROJECT AREA:
AREA DEDICATED TO PUBLIC R/W.
TOTAL DEVELOPABLE AREA
EXISTING IMPERVIOUS AREA:
PROPOSED IMPERVIOUS AREA:
LIMITS OF DISTURBANCE:
PROPOSED USE:
PROPOSED UNITS:
NET DENSITY:
PROPOSED DENSITY:
ALLOWABLE USES:
BUILDING HEIGHT:
OPEN SPACE REQUIRED:
PARCEL 06100-00-00-167CO = 25.73 AC.
PARCEL 06100-00-00-16700 = 1.58 AC.
27.31 AC.
0.82 AC.
27.31 AC - 0.82 AC = 26.49 AC.
0.212 ACRES
10.22 ACRES
18.44 ACRES
RESIDENTIAL
130 - ONE BEDROOM APARTMENTS
124 - TWO BEDROOM APARTMENTS
30 - THREE BEDROOM APARTMENTS
15-TOWNHOUSE
299 TOTAL UNITS
28 ADDITIONAL UNITS PROPOSED WITH FUTURE BUILDING
327 UNITS
OVERALL NET DENSITY CALCULATIONS (BASED ON THE ALBEMARLE COUNTY GIS
COMPREHENSIVE PLAN MAPS) NEIGHBORHOOD SERVICE CENTER (3-20 UNIT/ACRE) x
5.33 ACRES = 15 UNITS (MIN.) & 106 UNITS (MAX) URBAN DENSITY RESIDENTIAL (6.01
-34 UNITS/ACRE) x 14.95 ACRES = 89 UNITS (MIN.) & 508 UNITS (MAX) PUBLIC & PRIVATE
OPEN SPACE AREA (ZERO UNITS/ACRE) = 0 UNITS (MIN. & MAX) OVERALL ALLOWABLE
NET DENSITY: 104 UNITS (MIN.) TO 614 UNITS (MAX.)
327 UNITS / 27.31 ACRES = 11.97 DU/AC
THE ALLOWABLE USES FOR THIS DEVELOPMENT SHALL BE IN ACCORDANCE WITH
SECTION 18-19.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
THE MAXIMUM BUILDING HEIGHT FOR THIS DEVELOPMENT SHALL BE A 3 STORY
BUILDING WITH A BUILDING HEIGHT NOT TO EXCEED 45 FEET. FOR EACH STORY THAT
BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY,
WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET.
25% X 26.49 AC = 6.62 AC
OPEN SPACE PROVIDED: COMMON OPEN SPACE AREA = 7.49 AC (MIN.)
OPEN SPACE TO BE DEDICATED TO PUBLIC USE = 1.1 AC
ACTIVE RECREATION AREA = 1.0 AC (MIN.)
CONSERVATION AREA DEDICATED TO PUBLIC USE = 5.89 AC
GREENWAY TO BE DEDICATED TO PUBLIC USE = 0.12 AC
TOTAL OPEN SPACE PROVIDED = 15.6 AC MIN (58.99%)
OPEN SPACE CALCULATION: 26.49 AC - (CONSERV. AREA 5.89 AC) - (PARK 1.1 AC) - (GREENWAY 0.12 AC)) X 25% REQUIRED OPEN SPACE = 4.85 AC
PROVIDED OPEN SPACE = 7.49 AC (COMMON) + 1.0 AC (ACTIVE) = 8.5 AC
ACCESS: THE PROJECT CURRENTLY HAS (2) ACCESS POINTS FROM RIO ROAD THAT WILL SERVE AS ACCESS TO THE SITE. THE DEVELOPMENT
IS PROPOSING AN INTERCONNECTION TO TMP 61-167A AS SHOWN ON THE APPLICATION PLAN. THERE IS ALSO A PEDESTRIAN AND BICYCLE
CONNECTION FROM THE PROPERTY TO THE CITY OF CHARLOTTESVILLE PROPERTY ADJACENT TO THE DEVELOPMENT.
FIRE & RESCUE: THE PROJECT SHALL CONFORM WITH ALBEMARLE COUNTY FIRE AND RESCUE REGULATIONS FOR FIRE PROTECTION AND
ACCESS TO THE SITE. ALL DRIVE LANES WITHIN THE APARTMENT COMPLEX THAT ARE ADJACENT TO A BUILDING ENVELOPE SHALL BE 26, IN
WIDTH FOR FIRE PROTECTION OF THE 3 STORY BUILDINGS.
PARKING REQUIRED: PER SECTION 18.4.12 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
1.50 x 130 ONE BEDROOM APT = 195 SPACES
2.00 x 124 TWO BEDROOM APT = 266 SPACES
2.00 x 44 THREE BEDROOM APT = 88 SPACES
2.25 x 15 TOWNHOUSES = 34 SPACES
601 TOTAL SPACES REQUIRED"
"A PARKING WAIVER IS BEING PURSUED FOR A REDUCTION IN REQUIRED PARKING SPACES
PARKING PROVIDED: 2 x DRIVEWAY SPACES PER (15) TOWNHOUSE = 30 SPACES
1 x TUCK UNDER GARAGE SPACES PER (15) TOWNHOUSE = 15 SPACES
442 REGULAR PARKING SPACES
28 ADA VAN SPACES
17 GARAGE SPACES
532 TOTAL SPACES PROVIDED
ADA PARKING REQUIRED: FOR 401 - 500 TOTAL SPACES, 7 ACCESSIBLE SPACES REQUIRED, 2 OF WHICH SHALL BE VAN ACCESSIBLE = 9 TOTAL
ADA PARKING PROVIDED: 28 VAN ACCESSIBLE SPACES
TRIP GENERATION: PER TRAFFIC REPORT BY RAMEY KEMP ASSOCIATES, DATED MAY 24, 2021, THE TRIP GENERATION POTENTIAL OF THE
PROPOSED NEIGHBORHOOD IS AS FOLLOWS:
ITE TRIP GENERATION - TYPICAL WEEKDAY - 10TH EDITION
LAND USE (ITE
LAND USE CODE
SIZE
AVERAGE DAILY TRAFFIC (VPH)
AM PEAK HOUR (VPH)
PM PEAK HOUR (VPH)
ENTER
EXIT
ENTER
EXIT
ENTER
EXIT
MULTIFAMILY
HOUSING (MID -RISE)
328 UNITS
893
893
31
87
85
54
(221)
RECREATION SPACE REQUIREMENTS
REQUIRED
PROVIDED
TOT LOTS: 1 TOT LOT FOR THE FIRST 30 UNITS, 1 TOT LOT
ACTIVE RECREATION AREA: 1.0 AC
FOR EACH ADDITIONAL 50 UNITS = 7 TOT LOTS
CLUBHOUSE
TOT LOT SIZE: 5,000 SF
FITNESS AREA
SWIMMING POOL
BASKETBALL COURT: ONE-HALF COURT FOR BASKETBALL
RECREATION FIELD
FOR EACH 100 UNITS = 3 HALF COURTS
TRAILHEAD PARK: 1.1 AC
HALF BASKET BALL COURT: 2,100 SF
GREENWAY TRAIL: 0.65 AC
TOTAL AREA REQUIRED: 5,000SF'7+2,100SF'3=41,300SF
TOTAL AREA PROVIDED: 1.0 AC+1.1 AC+0.65 AC=2.75 AC
= 0.95 AC
Original Proffers X
Amendment
PROFFER STATEMENT
ZMA 2019-00008
Project Name: Rio Point (formerly, Parkway Place)
Tax Map and Parcel Number(s): 06100-00-00-167CO and 06100-00-00-16700
Owner(s) of Record: Rio Point, LLC, a Virginia limited liability company
Date: June 7, 2021
Approximately 27.31 acres to be rezoned from R-4 Residential to PRD - Planned
Residential Development
Rio Point, LLC is the sole owner (the "Owner") of Tax Map and Parcel Numbers 06100-00-00-
167C0 and 06100-00-00-16700 (the "Property"), which is the subject of rezoning application
ZMA 2019-00008, a project known as "Rio Point " (the "Project"). The Rezoning Application
Plan for Rio Point Development, prepared by The Timmons Group, comprised of a cover sheet (Sheet 0),
the Site Layout Plan (Sheet 1), Notes (Sheet 2 ), Grading Plan (Sheet 3), and Frontage Improvements
(Sheet 4), dated April 2, 2021, last revised June 4, 2021 is referred to herein as the "Application
Plan".
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 proffered as a part of the
requested rezoning and the Owner acknowledges that the conditions are reasonable:
1. Road Improvements:
(a) Upon written request by Albemarle County, Owner shall dedicate approximately
0.82 acres of land ("Dedicated Area") for the future John Warner Parkway and Rio
Road Roundabout, road frontage improvements, and shared use pathways, as shown on
the Application Plan. The Dedicated Area shall be dedicated within ninety (90) days of
the request by Albemarle County. The Owner shall bear the costs of preparing the
subdivision plat necessary for the dedication of the Dedicated Area to Albemarle
County. The Owner shall provide a general warranty of title in the deed conveying the
Dedicated Area.
(b) Upon written request of Albemarle County, but no [sooner] [later7] than five (5)
years of the approval of ZMA 2019-00008, the Owner shall make a the cash
contribution toward the future John Warner Parkway and Rio Road Roundabout
12943883-1, 121567-00004-0311
;2843883-1, 121567-00004-031
constructed in coordination with, and shall be approved by, the appropriate County
authority and shall incorporate a shelter, a rest bench, pedestrian access, and signage all
in accordance with minimum standards consistent with similar existing public transit
stops located within the County. The Transit Stop shall be installed and completed
concurrently with the Rio Road Improvements. If any portion of the Transit Stop is
located on the Property, the Owner shall dedicate it to public use or grant an easement as
necessary to allow for the public access and usage of the Transit Stop.
(b) Notwithstanding the provisions of subparagraph (a), following approval of
ZMA 2019-00008, should the County prefer that a transit stop be constructed in the
location of the current bus stop on City -owned property (Tax Map 06100-00-00-16900)
on the north side of Rio Road East, or (b) should the County elect to receive funds for
constructing the Transit Stop in lieu of the Owner's construction of the Transit Stop, the
County shall notify the Owner in writing of the election to receive a cash contribution
in lieu of the Transit Stop, and the Owner shall contribute Twenty Thousand Dollars
($20,000.00) to the County's Capital Improvement Program (CIP) as a cash
contribution for construction of the Transit Stop in either location. The Owner shall
make the cash contribution within sixty (60) days from written request of the County.
[THE REMAINDER OF THIS PAGE IS INTENTIONALLY BLANK.]
12843883-1. 121567-00004-031
12843883-1, 121567-00004.0313
improvements. Within ninety (90) days of receipt of the County's request, the Owner
shall contribute to the County's Capital Improvement Program (CIP) fund Seven
Hundred and Fifty Thousand Dollars ($750,000.00) as a cash contribution toward such
improvements.
(c) Owner shall design and construct certain road improvements along Rio Road,
including turn lanes, as shown on Sheet 4 of the Application Plan (the "Proposed Road
Improvements"). The Proposed Road Improvements are conceptual and are subject to
change based on County and VDOT recommendations. The Owner shall substantially
complete the construction of the road improvements along Rio Road in accordance with
final road plans approved by County (the "Rio Road Improvements") prior to issuance
of the first certificate of occupancy for the Project. The Rio Road Improvements shall
be deemed "substantially complete" by one or more of the following methods,
whichever occurs first: (i) the Albemarle County Engineer or its designee determines
them to be complete; (ii) they are constructed and inspected and the VDOT
construction bond is released, or (iii) a VDOT official otherwise confirms that they are
substantially complete.
Trailhead Park.
(a) The Owner shall construct amenities in the trailhead park within the
"Open Space, +/- 1.1 Acres," as noted on sheet 1 of the Application Plan and as
approved by the County Parks and Recreation Department (the "Trailhead Park"). The
Owner shall substantially complete the Trailhead Park amenities, (to consist of a
minimum of 12 parking spaces, benches, trail connections, landscaping, public art and
a gazebo or other small structure), prior to issuance of the first certificate of
occupancy.
(b) Upon written request by the County, the Owner shall dedicate to the
County by special warranty deed of fee simple title or grant of perpetual easement,
whichever is preferred by the County, for no consideration, the approximately 1.1-acre
(railhead Park, as shown on the Application Plan. Upon dedication, maintenance of the
frailhead Park will be the responsibility of the County (unless the County conveys its
interest in the Trailhead Park to the City of Charlottesville, in which case the City shall
maintain it). The Owner shall provide and maintain the public access easement to the
Trailhead Park as shown on the Application Plan. The Owner must make the
necessary subdivision application for dedication within ninety (90) days of receipt of
the County's request and shall complete the dedication within thirty (30) days of
receipt of final subdivision approval.
3. Transit Stop.
(a) The Owner shall construct a public transit stop (the "Transit Stop") on the
Property along the frontage of Rio Road East. The Transit Stop shall be designed and
12943883-1, 121567-00004-03:2
;2843883-1. 121567-00004-03;
Signature Page for Proffer Statement for Rio Point, ZMA 2019-00008
TMPs06100-00-00-167CO and 06100-00-00-16700
OWNER:
RIO POINT, LLC
A Virginia limited liability company
By:
Manager
(2843883-1, 121567-00004-031
12843883-1, 121567-00004-03:4
Q CRAIG W. J. KOTARSKI
Lie. No. 0402048507
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DATE
0210712022
DRAWN BY
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DESIGNED BY
J. DENKO
CHECKED BY
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JOB NO.
46883
SHEET NO.
C0.1
LEGEND
ROADS
SEWER
TRAFFIC STOP BAR
®
C - S EXISTING SANITARY SEWER
m
STORM PIPE & STRUCTURE NO.
DROP INLET & STRUCTURE NO.
S�SAN-0--QS PROPOSED SANITARY SEWER
CURB
O PROPOSED SANITARY SEWER LABEL
0
CURB & GUTTER
WATER
DRY CURB & GUTTER
EXISTING WATER LINE
PROPOSED PAVEMENT
g• yy PROPOSED WATER LINE
71
PAVED DITCH
0 g• yy PROPOSED VALVE
-
JUTE MESH DITCH
-{-Z! g• yy PROPOSED TAPPING SLEEVE
CENTERLINE OF DITCH
PROPOSED FIRE HYDRANT (COMPLETE)
L s Y
BENCH MARK
GRADING
. �.
CLEARING LIMITS
R-1
VDOT STANDARD STOP SIGN
TC = TOP OF CURB
BC = BACK OF CURB
EXISTING CONTOUR
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
200 -
PROPOSED CONTOUR
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
+240.5
EXISTING SPOT ELEVATION
BS = BOTTOM OF STAIRS
`TC 240.5
PROPOSED SPOT ELEVATION
N/A = NOT APPLICABLE TO THIS PROJECT
0
PARKING COUNT
CRITICAL SLOPES
El
JUNE 27, 2019
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL
BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF
CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
LINES AND STRUCTURES, AS NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
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,
OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
THE LINE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE
JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL
UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER
LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF
THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER
MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS
INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
16. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS
OF THE PUBLIC SEWER AND WATER MAINS . THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT ACBID DOES A VISUAL INSPECTION
AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE
DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE
UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING
SEWERS, WATER, AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE
SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
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)
GENERAL NOTES
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
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).
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.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER
CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE
REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION
FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL
FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE
SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN
ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE
FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.
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 20'
TRANSITION ON EACH SIDE OF THE INLET. (N/A)
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS
AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER,
OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.
29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL
NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND
ICC/ANSI Al17.1-03.
30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE
END OF THE DAY
33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT
REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
35. ACCESSIBLE PARKING SPACES ACCESS ISLES AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ]CC ANSI A117.1-09 AND THE 2015
VIRGINIA CONSTRUCTION CODE.
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 VDOU FOR THEIR
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131.
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.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT
SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT 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.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND
MUST 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 (HORIZONTALMERTICAL). 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,
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).
Albemarle County Engineering
Final Plan General Notes
Pagel of 4
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
1. Prior to any construction within any existing public right-of-way, including connection to
any existing road, a permit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect 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).
Q CRAIG W. J. YOTARSKI
Lie. No. 0402048507
02-07
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EXISTING
DESIGNED BY
NYLOPLAST DRAIN BASIN WITH STANDARD GRATE
\�j\�j\
_ ; .°
.'
DEPTH) OR
INCREASED AS MUCH
PAVEMENT
•
J. DENKO
CONCRETE SIDEWALK PAVEMENT SECTION
�j\\j\\j
•
ry.211NTECAATED MULEIRON
SURFACE
As 3° (21" DEPTH) IN
ORDER THAT THE
MILL EX. SURFACE COURSE
•
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FRAME B GMTE TO MARCH BASIN O.D.
\\\
18"' \�\�
BOTTOM THE
BASE COURSE
1rMN wldHdpDELIIE
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d .°
BASE VDOT A-3 CONCRETE
CURB WILLL COINCIDE
. CO
SAWCUT EX. EDGE OF PAVEMENT AGGRURSE
•
•
C. KOTARSKI
S MIxTxIClaEss dIIDEDxE
MINIMUM PIPE MIWA
2.0" BITUMINOUS CONCRETE SURFACE COURSE-SM-9.5A
\ \R
/���
CONTINUE 21B STONE
° BASE FROM ADJACENT
a
WITH THE TOP OF A
COURSE OF THE
PAVEMENT
•
•
SCALE
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
DEPTH E
APERCTJRER
(3)vARBLE(INMT3RHEIGHTs
AVAILABLE (ACCDRDINGro RECOMMENDATION
/ / /
PAVEMENT SECTION
UNDER CURB
SUBSTRUCTURE.
•
pLglygRq p� EGSMEASMIIURING Is,NGLESGUIDERARCLOADS:CONCRETESLACDIMENSIONBAREFOR
EasAME ASMIN suAP1 ANGLES GJIDEuxs wRPosss oNLr. Acne caNCRETE SIAe MusrEE
�� 8" TYPE 21B AGGREGATE BASE COURSE
OTHERWISE, THE
VARMF[KmMG]TBOY DESIGNEDTMMNGINTOMMIMMTIMLOCALBOILCONDRIONB,
RARE TRAFFICLOADING,SOTHERAPSUCABLEDESIGN FACFOM
� ,�
UB BASEJ
DETH IS TO BE 18" AS
sEEOMvnxc xo. TI-H N,am FaRNOM NTFFIC INsruunoN.
,Jo(,JvLJoI,Jv(,JvLJ
SHOWN.
�
COMPACTED SUBGRADE
-,� �� �
SIGNAGE NOTES:
I') VARIABLE SUP DEPTH
ACADy: ON8'-W,lo"MIIN..O (vM1NNao"
('!
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
VDOT STANDARD CG-2 CURB
(4) VARIWBTYPEBOFINLER OURUGADDHDPE "ii 4'MINONB'-N' BASED ONMANUFACNRwcRE01
AVALABLE: 4'-GYFORCORRUGATmHOPE !'U�I 'EWALUEXSORNo
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
- DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
77�777_7_
Scale9INGIEwALu,I&12HPIN/CSEWER(HLSORM51,
REVISION THERETO:
"Co"Iam
CORRUUGASCH4TED& IEESEDPPVC
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
WATERTICHTJOINT THE IBACIffILLMATERIAL SHALL BECRUSHED STONEOROTHER
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
(CORRUGATED HOPE SHOM'N) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CUSS I,
EXISTING PAVEMENT PROPOSED PAVEMENT
CONTROL DEVICES.
CLASS 11
DMINAGE BE
BEDDINORCLASSIIIMRSURFAB DEFINED IN ASTIM SHALL
PLACED& COMPACTED
PAGFD80GMpAGFD°NIFQRMLYINAWQRDAN�W ABMM21
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
LIGHT DUTY ASPHALT PAVEMENT SECTION
a
SPECIFICATIONS.
+-S'-srsrMvnROBRATEssxALBEDuaI1EIPGxPeiASIMM]P
SAWCUT THROUGH a MATCH EX. CROSS
j EX. SURFACE W
D. THE 2000 INTERNATIONAL FIRE CODE.
No Scale
OW-F�ESS
SLOPE UNLESS OTHERWISE
2- A BED00TILEIRGNPER�,MARBGRADE,O ,,
ra 1PSTENWD GRATES FIT DIRECTLY ONTO DUN WINS WITH THE
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DETAILS SEES
DETAILS
SEEDRA CEDT-0RBAflWONERN•DDEToaIIwIND
COURSE x
w Lu SPECIFIED ON PLANS
&REMOVE
2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
EXPANSION JOINT WITH
NS EDR1WIEDFO.MI-IISM rxISPRINr DISCLOSES suWEOTMATTERIN WHIQI MMNNBY BTIC FIATERM ]+]BVBMXAAYE
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PAVEMENT
PROPOSED
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
0
ARM 03212 FORCORRUGUSD HDPE(ADS NIN4WCOR LLLKWAL, OR POSSFSSION OF THIS MINT GOES NOT CONFER, DATE IMHM PIMITNIB]NW
2' MIN.
x.12xP.s Pvc sEWER(r mT1 rRMSFER.oxucENsemEUSE of THE DesIGx DR N 10 as1 `A`!i0I W2'348°
s- ADAPTERS CAN BE MOUNTEDONMYMGUF'TOmr. roDE+ERMME TDOHNIP1 INFORMATION SHOWN HEREIN REIMEBRY Wx Mgd&TFxB,M.VE _mYgHEWm.mn
FILLER, "ZIP $TRIP" OR NON -SLIP BROOM FINISH
SURFACE
NOTE 1 ABOVE.
MINIMUM ANGLE BETWEEN ADAPTERS SEE DURING NO.MI-TWIL REPRWUCT Up THIS PRINT DO MY INFORMATION TRIE
B-rs-3YsrµDAWfiGTEssnALMFFFFz0MY4lUrnG. CpIiAIN. EEREx, OR MWUFAcrUREORMY DATE WMI BRAMRAWx W11x STAWAWGRATE
EQUIV., SEAL WITH
U WWF 6x6 W2.9xW2.9
2" + COURSE
-
r-MLY;NOTMDARDGUTESAREMTEnFORUGMWnIFR1CAnQK IS FOARTICLRBIDDEN,
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PERMISSIgY FRCMNYLGiA$! IMM•Bf WBl� W' R +'A mWY +OF+ pM'B NO. r[01.110.1M REV N
SILICONE SEALANT
2„
3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
�
c „d ° T
10" 3,000 PSI AIR ENTRAINED
°4
EXISTING
PAVEMENT
INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND
INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
SL-' Ns BARS a a' c-c TYP.
*S BARS
a 8°
.:• .:•;. °..: ;.:•..• :• .: •;. •..: '.:•. .•. C-C TYP.
°.. ° .. °:°. ' POSTCARD
V J
A I I I I I I A B I B
CEMENT CONCRETE
6" TYPE 21A STONE COVER
MILL EX.
SURFACE COURSE
SAWCUT BASE COURSE
EDGE OF PAVEMENT AGGR. BASE
SOLID WHITE LINE 2411
(TYP)
STOP
Lu
_
�
J
Q
LLI
00" dM,ETER...Y LZ 1 •+\\\
.\ �\ /\ /. �� COMPACTED SUBGRADE
w
0
0 m
o
�_�_ 1
I
(CBE 11.2)
ii
^ a
LL
TT
NOTE: PROPOSED PAVEMENT MUST TIE
12'
�(VARIES)�
w
Tl-TTTTT—I
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
IN WITH EXISTING PAVEMENT
STD.
O
Q
Cn
R1-1
LLJ
NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL
~ z
~
Q
HEAVY DUTY CONCRETE SECTION
PAVEMENT REPLACEMENT JOINT DETAIL
PLAN sTRucTdE s� AND PLAN
OU
No Scale
No Scale
WALL THICKNESS VARIES
HIGH INTENSITY SHEETING NO SCALE
Z
ro -
LASS A3 CONCRETE CLAW AT CONCRETE •�
10,
SOLID WHITE LINE
SECTION A -A
SECTION B-B
' I —III III —I I, �
EXIST GRADE METAL INSPECTION FRAME W SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
0
I. THE STANDARD SAFETY SLAB (SL-D IS TO BE USED ONLY WHEN SECFED IN THE PLAINS
ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES.
JUNCTION BOXES. AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF
ADJACENT SAFETY SLABS SHALL BE 8- TO 12' WITH NO SAFETY SLAB LOCATED WITHIN E FEET
OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW
I
1 III —III
_ _III III -- - - - - - —
III III --III— —_ III=
- I
.T" CONCRETE COLLAR
CRUSHED STONE BEDDING
6'
ANY MET RE OF 30" DIAMETER OR GREATER.
2. THE COST OF THE SL-, IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PUCE DRAWINGST-
FOR FURTHER DETAILS
i-
-I � I -III -III -III -I 11=1 I1- � I I
--"'—"' 2" ASPHALT
6" DI CLEANOUT
3. ACCESS OPENINGS AREE TO fSTAGGERED FROM ONE SIDE OF STRUCTURE TO THE
OTHER WHERE MPLSICIBLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. - M 5 BARS M B" C-C TYP.
6" COMPACTED VDOT
4. SAFETY 3SLAB(3 MAY BE CAST-ITCONPLACE ET PRECAST. CAST-N-PLACESI CONCRETE TO BE
CLASS A3 WOW PSI). PECAST CONCRETE IS TO E A4 (4000 PSI). REINFORCING '.' ' ' ' '.' '' ''.'
STEEL TO BE IN ACCORDANCE WITH AASHTO M31.•.
#21 B STONE BASE
2' I I I 2'
t-I I---->`
B' � THAN 30" THE MYBE
°OPENIINNG SH&LL BOR 3EE"EC5CT p1VR "(STRRUCTTUTRUEEWIDDTH BY
COMPACTED
PLUG AT END
(TYP.) (TYP.)
W' LONG).
SUBGRADE - 95% S.P.D.
OF LINE
TYPICAL PRECAST UNIT
��
TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS]
SPEREFDE EANCEN
3D2
CLASS A — TYPE 2 LOW MAINTENANCE SHARED USE PATH
STRIPING AND SIGNAGE DETAIL
ROAD AND BRIDGE STANDARDS
MANHOLES AND JUNCTION BOXES
CLEANOUT DETAIL
9EET1 OF1
EVISION DATE
VIRGNIA DEPARTMENT OF TRANSPORTATION
No Scale
—
JOG ,x
No Scale
No Scale
JOB NO.
46883
SHEET NO.
C1.1
L
4" DIAMETEF
AND VALVE
IV/_111�:7
1\LJII\1111Y1V VVIIVI ,,, I�I.Vy
ON-LINE
(TYPE "B")
PLUG
8"MIN
EMBEDMENT
SPRING LINE O
OF PIPE
NO. 68 STONE - -
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INTIAL BACKFILL*
(6 LIFTS)
" THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" max
4" min
-FOUNDATION SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
VHTCICJ
THREADED COUPLING
NOTE
NIPPLE AND PVC
BRAPVC
SLEEVE
o
CAP
1.
1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
j
LUBRICATE ALL THREADS
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
THRUST BLOCK
METER BOX (SEE FIG. W-7)
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
VALVE OX
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
NO. 57 STONE
BEDDING OF NO, 68 STONE '
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
-
GRADE ALLOWS
°'°'.; VARIES
VARIES
2" BRASS PIPE
TYPICAL SEWER PIPE
WATER MAIN AND
VALVE 2„ THREADED TAP
INSTALLATION IN TRENCH
ARE SAME S17E
PLUG
DEAD END
NTS
FIG. S-3
(TYPE "A")
TYPICAL
BLOW -OFF
ASSEMBLY
NTS
FIG. W-8
»
DI-3A �. 3C
EXPANSION KEYED
COAST. BARS
JOINT
IG
2.~ AR+
MR
iffiff
------------------------------
I '
6MIN. PLAN ,MIN. SECTION A -A
10' M ' 10MAX
[--A KEYED COAST. JOINT
L-VARIABLE - MAX. 20' WARPED
-jCUTTER
8• 2•-6•• �B B 3'-p'• 2" APPROACH
4 ARS A GUTTER
a=
B S G 0
E-T---
j :� BARS F BARS E �Bit .' °NN3" DIAMETERBARS E
WEEP HOLE FRONT ELEVATION BARS F 5" T-s• 8" BARSS
- I - (GUTTER REMOVED) 1A..
B.1� 5XI/,' BENT PLATE _ • - = SECTION B-B
/1 R
TYPE A NOSE DUAL SHALL BE USED WITH CG-3 & CG-7 STAG S Y ._•: �'� 1_2Y2"X21XIA"
TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS, TYPE A I G4" STUDANI
' TYPE B TO X 4" STIR SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ADLE OF 88°30' TO ANGLE IRON AT 2'C-C.
CONNECTORS AND IS BE ANCHORED WITH 1/f" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLAT
E AT 2-C-C. 2„
APFR. PAVEMENT
DI-3AL �_ DI-38 L DI-3C L - WARPED PAVEMENT
T IN
x ro
I---- --SuLow - FLOW ,LOW1 1 1 DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
`VEXJ-F SPECFICATIEN
ROAD AND BRIDGE STMDMDS STANDARD CURB DROP INLET REFERENCE
SHEET 1 OF 2 RE) S77M DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' z33
.... ,.. ORnO VIRGINIA DEPARTMENT OF TRANSPORTATION 302
SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B
STANDARD MI NOTES 1
FRAME & COVER THE TOP OF MASONRY PTO 8E LEFT L
SUFFICIENTLY LOW TPERMIT PROPER
ADJUSTMEOR NT OF COVER AN FRAME TO
GRADE S THE USE OF MORTAR OR
BRICK
K DIRECTED BY THE ENGINEER.
302
ST-1 I.,:1
A
. DIAMETER-4'-8"+R2 • WALL THICKNESS) _Io
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
B
C�
MLA STEP
PJ
o
6'
0
0
NOTE, MIN. 60' DIAMETER MANHOLE
REQUIRED.
ROP MANHOLE PVC CROSS
oA,
USE APPROVED FLEXIBLE RUBBER
BOUT.
Qy�
GASKETED
STOP COUPLING
27'
•• "
:i.;`•
P PIPE
>- PIPE STRAPS .-•.; ):
(STAINLESS STEEL)
SPACED EVERY
r'•.:
:.,.
2' VERTICALLYA:
.al •'
_�--90' RESTRAD•ED BEND �?�4'
',�•Y'
'4 •. , 4 • P • • A MAIN
' SEWER
.y.4' r 'i A-' Ll PIPE
PLAN
PROFILE
MIN, 6' BEDDING WITH NIL 68 STOW
1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO
(2) FEET.
2. VERTICAL DROP PIPE SHALL BE SOR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO
THE DROP FITTING WITH STANDARD GASKETJOINT.
3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF
STAINLESS STEEL.
4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT
TO SPRING LINE OF MANHOLE INVERT.
S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW.
6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS.
7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR
TWO 8" DIAMETER DROP CONNECTIONS.
STANDARD INTERNAL_ DROP CONNECTION
N.T.S.
FIG. S-1-C2
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
, Ytil
BRICK CONCRETE
i�
:v
NOTES
1. QUANTITES SHOWN ME FOR MANHOLE
�
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
TABLE OF WMTITIES
DEPTH
BRICK MANHOLE
CONCRETE
MANHOLE
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
CU. YARDS
M. YMDS
4
0.5
0.]85
1.437
5
UJ
0.785
1.699
8
0.9
0.785
1.961
7
1.D
0.785
2.223
8
1.2
0.785
T485
9
IA
0.785
2.747
1D
1.6
O.7S5
3.009
N
1.9
0.970
3.455
12
2.2
0.970
3.817
13
2.5
0.970
4.179
14
2.3
0.970
4.541
75
3.1
0.970
4.903
1 0.970
5.265
1.173
6.032
INCREMENT
1 0.45
0.582
OBTAIN TRUE QUANTITIES.
•
"�A
2. A BASE THICKNESS OF 9" WAS USED N
COMPUTING CONCRETE QUANTITIES.
,
3. INCREMENTS TO BE ADDED FOR EACH
ADDITIONK FOOT OF DEPTH.
TRANSITION BETWEEN
4. MATERIALS MAY BE BRICK, CONCRETE ON
PIPE DIAMETERS HE
APPROVED CONCRETE MANHOLE BLOCK.
DIFFERENT SIZES OF
PIPES ARE ENCOUNTERED.
S. IF BLOCKS USED THE UM
/
OF BE 5".
THICKNESS OF SAE IS TO BE
OTHER THICKNESSES ARE TO CONFORM
TO WAIL TNCIQESS SHOWN FOR
CONCRETE.
S. Al CONCRETE TO BE CLASS AT.
NOTES
SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH
7. WHEN SPECFIED ON PLANS THE
TINS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED
INVERT IS TO BE SHAPED N
ON PLANS OR WHERE INVERT OF PPE IS MOVE INVERT OF
ACCORDANCE WITH STANDARD IS-1.
STRUCTURE.
THE COST OF FURNISHING AND PLACING
ALL MATERIALS INCIDENTAL TO THE
MANHOLE OR DROP INLET 15 TO BE FORMA AND CONSTRUCTED
SHARING IS TO BE INCLUDED IN THE BE)
IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING.
PRICE FOR THE STRUCTURE.
THE INVERT SHARING AS DETAILED HEREON IS TO CONSIST OF A
PORTLAD CEMENT CONCRETE MAX CONFORMING TO CLASS M OR
CLASS Cl, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES -
5 SO'
WATER SEWER
3 A
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
x SEE PART 3, PARAGRAPH DE SEPARATION OF WATER & SEWER SYSTEMS,
UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT
90' TO THE RIGHT OF WAY.
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG. W-1
VARIES
VARIES
VATER MAIN M.J. FITTING
4" DIP
RESTRAINED JOINT FITTINGS
BOX
TO METER BOX (SEE FIG. W-I
THRU W-/IJ7E).
I
T' COPPER
4" PLUG THREADED FOR
2" COMPRESSION FITTING
NOTES:
• GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA.
• SERVICE LINE TO CONNECT AT MAIN WITH XN4°TEE
• REFER TO FIG.W-3 FOR THRUST BLOCKUEI'AILS 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 PLASTICSHEETING AS
PROTECTION FOR BOLTS.
' • USE 2500 N&L CONCRETE.
v- SLOPE TO DRAIN TO INVERT
OF OUTLET PIPE
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
�\
TOPE TO ORNN
TO INVERT �Al
OUTLET PIPE F
UP TO 4" IN OAMETER AND CONSIST OF STONE, BROKEN BRICK,
II II `vDOT SHAOLE NEOEFT SMOOTH BROKEN
CONCRETE BLOCK. THE OF HAD TROWELLING.
MANHOLE FOR 12 - 48 PIPE CULVERTS ROAD AND BRIDGE STANDARDS OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED,
VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 DETAILS OF NVERT SHAPING AS SHOWN HEREON ME FOR EXAMPLE -- °
PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED
106.01 INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION AND FLOW LINES. SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
XVDOT SPECIFICATI
ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENC
SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS
106.08 I VIRGINIA DEPARTMENT OF TRANSPORTATION I 302
LARGE METER SERVICE LINE
NTS
FIG. W-6C
GALVANIZED STEEL STEP
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q
(1/4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
DIAMETER OF 40.
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
MAIN
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
I'L
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG, S-2
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
s' MIN 2TO 10'
(270')
18-22 -VALVE BOX
7 CU. FT. II
#68 STONE-\
:A': ' .. ,• 6" GATE
••�.M VALVE
psi �l a' a" X 6„
1�
a TEE
2500 P.S.I. CONCRETEMENEM
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL STEEL PILE
WHEN THE SOIL IS DISTURBED OD� WHEN
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
ST-1
94 GRADE 60, REINFORCING ROD ENCASED IN
A C(RROSON RESISTANT RUBBER OR OTHER
MATERIAL APPROVED BY THE ENGINEER.
(DIMENSION MAY VARY WITH MANUFACTURER'S
DESIGN)
CORROSION RESISTANT
MATERIAL
94 REINFORCING ROD
CAL SECTION
N ALL STRUCTURES WITH A DEPTH OF
OTHERWISE NOTED ON THE PLANS.
E 4%' FROM INSIDE FARE OF
BE 16" C-C.
MINIMUM FORCE OF 300 POUNDS WHEN
FACE OF THE SUPPORT.
,LLY N.KNED AND UMFORMN.Y SPACED
FOR THE ENTIRE DEPTH 'OF ANY STRUCTURE.
N PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED
INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN.
• MINIMUM OF 3" EMBEDMENT STEPS OFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS
FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET
THE MINIMA REQUIREMENTS SHOWN HEREON AND THE
CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND
CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS
RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE
OF SUCH STEPS.
ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLP-RESISTMT
SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED,
OR DIMPLED SURFACES.
ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH
ASTM B221, N10Y 8OU5-T5.
THAT PORTION OF THE STEP ENCASED N MASONRY SHALL BE
UNFORM.Y COATED WITH A BITUMINOUS, SOLVENT TYPE ASBESTOS
FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL
SPECIFICATION TC-C-00498A
TEP
STANDARD STEP
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STMDMDS
REVISION DATE SHEET 1 OF 1
D6.09
N.T.S.
FIG. W-4
WATER
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
I AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
v TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE -�
ADJUSTABLE TRAFFIC RATED
VALVE BOX W/ LID
M.J. GATE VALVE
LINE
2500 P.S.I.
CONCRETE $ n THRUST BLOCK 2'x 2' BEARING AREA.
d
4
a a
NOTE IN REMOTE AREAS, VA_VE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
METER SIZE
DIMENSION
A
DIMENSION
H
DIMENSIDN
C
510,
318'
3'
5' MIN.
10' MIN.
4'
5' MIN,
12' MIN.
GREATER
THAN 4'
PROPOSALS WILL BE SUBMITTED,
B
DOOR HINGES
I I
I
I I
I I
I I
I I
I I
I
I I
LIFT HANDLE
L- - - - - - - - - - - - - - -
TYPICAL METER VAULT
N.T.S.
FIG. W-7A
SIDE VIEW
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Lie. No. 0402048507
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DESIGNED BY
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•
CHECKED BY
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• •
SCALE
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CG-12
NOTE; COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING:
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
GENERAL NOTES:
CURB WHEN REQUIRED (CC-2 CG-3 IN LINEAR FEET)
DETECTABLE WARNING SURFACER(AREA IN SQUARE YARDS)
1.
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP.
2.
ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS
SIDEWALK
OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE.
RAMP 12:1 MAX
48:1 MAX
DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS
3.
APPROVED PRODUCT LIST NUMBER 72.
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4•
4.
REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
8
joa MAX
CONCRETE COVER 1%".
5.
ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB
TYPE A
RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
PERPENDICULAR
6.
CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF
THE CURB RAMP SHALL MATCH SIDEWALK WIDTH.WHEN CURB RAMPS ARE USED IN
1
CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH
OF THE SHARED USE PATH.
5'MIN
7.
DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE
' 12 T
CURB RAMP LANDING FLOOR.
' 'l
121 MAX
8.
CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS
°
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD
LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP
INLETS, ETC. E
TYPE B
9.
RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
PARALLEL -
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
w "
PERPENDICULAR TO THE CURB.
10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH
v
THE BACK OF CURB.
11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES
12:1 MAX Z.'
OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE
FACTORY
5'MIN X)K
ILI-
IOI�I
A RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE
MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06
-IIL-IT-II
.. .2 re.
AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4• VAN
AT E , 2" HIGHER THAN
EDGE OF PAVEMENT
AT X W , SAME AS TOP OF CURB
TYPE C
PARALLEL & PERPENDICULAR
TRUNCATED DOME
.6"-2.4" C-C o
I O O O O O z
L 0 0 0 O O O O O O O O O
- O O O O O O O O O O O O
LANDING RAMP u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+ v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N
aV 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
lo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
50X-651 OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOP DIAMETER
DETECTABLE WARNING ai
AT BACK OF CURB L 0.9"-1.4" I _ VARIABLE FILL IN OF RAMP FLOOR _
SEE NOTE 11. BASE DIAMETER r ppYI LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
XV00T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION
ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE
SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105
502
204.01 U4119 VIRGINIA DEPARTMENT OF TRANSPORTATION 504
951R G(1An R RI7111f_F CTAN11A0nQ
ORANGE PVC TUBE
PLACED OVER STEEL
PIPE
8" DIAMETER STEEL
PIPE FILLED WITH
CONCRETE
PAVEMENT
2'-0" DIAMETER
GONG. FOOTING
PIPE BOLLARD DETAIL
No Scale
Foce of Curb Invert Une
/ r
R-1.5' � ;
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2'
FIGURE 5 - CURB AND GUTTER DETAILS' "
The following notes apply to CG-6, CG-7 and Rolltop curb: 1
1. Curb and gutter may be precast of Class A4 hydraulic cement concrete or cast in
place using Class A3 hydraulic cement concrete. �-
2. When used with stabilized, open -graded drainage layers, the bottom of the curb
and gutter shall be constructed parallel to the slope of the sub -base courses and
to the depth of the pavement but not less than the thickness shown.
ROLL TOP CURB
No Scale
L
w
Slope break fm
dranage, it req'd.
4 R- 2 Feet
U
Bock of Curb o
g i!I o
— Iliil x
an
— illii!
iliir I I
iiii i
— DOnelr.
Joint
Ito
Moinline Edge of Pavement
Driveway Entrance Warp Transition Roll top curb
Part Plan of Entrance Transition
FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL
CG-12 A
w5 DOWELS, 8" LONG
AT 12" C-C , _..
L
tV
RAMP
/ (SEE TABLE) A
LT/RANSITION GUTTER PAN SLOPE
TO 20:1 THROUGH RAMP LENGTH
BACK OF CURB
PERMISSIBLE
CONSTRUCTION
JOINT
B
_12:1 MAX ,a
(SEE
2� MIN. SECTION A -A
DETECTABLE WARNING SURFACE—\
2016 ROAD & BRIDGE STANDARDS
PAN MAXIMUM SLOPE 20:1
I ..
SECTION B-B
NOTES:
1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1 OF 5.
2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET,
REGARDLESS OF THE SLOPE.
3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING.
4. DIAGONAL PLACEMENT IS NOT PERMITTED.
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURB
0
4
6
1
5
7
2
5
8
3
6
9
4
8
12
5
10
15
6
14
15
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 5 1 REVISION DATE
204.03 04/19
Radnor Return
Worp curb pro/ie to match
V1iverpY anlroncc apron ade
4Nn a lest eocn vac or apron
obove invert Ina.
piveway Entrance <pron for Rolllop Cprb
Part Section A
FIGURE 8 - ROLLTOP CURB ENTRANCE DETAIL SECTION
SLOPE
LENGTH
12:1 MAX.
WITH BUFFER STRIP
® t1 MAX.
E
5' MIN
WITHOUT BUFFER STRIP
EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT
CROS
ONE DIRECTION
WITHOUT BUFFER STRIP
CROSS'
CROSSWIAILK
TWO DIRECTIONS SMALLER RADII
WITHOUT BUFFER STRIP
'DRY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFII
CG-12 DETECTABLE WARNING SURFACE
TYPE B (PARALLEL) APPLICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
A
i
ONE DIRECTION
WITH BUFFER STRIP
IN
a
SPECIFICATION
REFERENCE
105
502
504
0 t
Q CRAIG W. J. KOTARSKI
Lie. No. 0402048507
02-07
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THIS DRAWING PREPARED AT THE
YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE
608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
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REVISION DESCRIPTION
OVERALL EXISTING CONDITIONS PLAN
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express wdlten consent of TIMMONS GROUP.
— ---___ SCALE I"=20' = SHEETC2.2
— CURB ------ —_�_— SD CURB INLE 0 20' 40' ;I \\r ✓ \ \`` '�;
REMOVETREE / TOF
REMOVE STRUCTURES & — — — INVIN=419.6E
IN
HARDSCAPES VOUT=419.61 —
----- --------- - - - --- --\ -- _ N
/-------__-_____-- SHEET 23/////I/ / SHEETC24
SAWCUT PAVEMENT RN - - - - _ — — — — — — — — - - - - - - - - - - ----`____--
F"
�r/W _ _ I \ \ \ I _ / 1 - _ _ SD CURB INLET W/MHD - - _ _ _ --_f , q/�1//
_ I — _ _ _----------, I �� \\ \ _ TOP=429.42'
INV.TN=424.95JZRCP
/ /� _--------------- I \ \ \ INV.OUT=421.92'15"RCP h Illl<h\\\ \
SD CURB INLET W/MHe
INV.IN 422.80'13RCP ` \ Q
\ ��_�
—HE C2.`5= _ _=HEE��2.6
` IN�OUT=42�.60' 15"R6P \ _ \\
\` INV.OUT=416.�T18"RCIl
�p INLET W/GRATE ��
NOV.OUT=422.98' 15 RCP-
SD CURS INLET W/MHD \0 \\\ \\\
PERM. DR1N \ ` . \ \ \ \ \ \ \ \ - - - - TOP=4F8.72'
EASEMENT ` \ \ - - - - _ - _
E.YG�' PTIOW 13; / ' � r \ \ ` \ \ _ _ INV.IN=420.85' 15"RCS
SEE VDOT PLAN \ \ \
�HVIITED / / �/ \ / _ _ _ - - _ - INV OUT=420.72' 15"RCP
/ ACCESS / / \ \ \ \ \ ` ---- \ --
/' EASEMENT \ - \ _ — KEY MAP
PAVED WALK
PAVED WALK
---------I /' — — — — ` \ 'FLARED END SECTION
PEI�M. DRAIN / / \ - ' _ \ \ INV.IN=435.53' 15"RCP
1
EASEQE(VT — ( \ ==--7 -_---/------------- -
-- \ \\ \-
SEEVDOT`PLAN--------- - - - - -- \ i---'---- \ \ _
— — — — — — — — — — — — — — — — — — — \ ` \ _ —
` TEMP. I \ \ ---------------------------------
PROPOSED \ \ /
1
` \ `SLOPE EASEMENT
SEE VD_OT_PLAN I ` \ --_ `_ ` `\--- __- --- --
/
- - - - - - - - I CENTE''RLWE JK\TRAIL
- \ �EE\I�DO� PLAN
PERM. PARK_ _ 1
\ \ \ \ \ \ II _ _EASEME1Nf /
I" SEE VDOT PLAN
- - _ - - /
I\ /\' \ \\ \\ \ PERM.PARK ----- — — — — 1
EASEMENT
\ ` \ TM 61-167C '
HELENA OTTILLIA WETSEL ETALS-'----------LLJ
----- _ 1
WB. 173, PG. 237 ,-
_ 1
25.926 ACRES _ , - - z
\ \ \ \ I I I \ \ \ \ \ \ \ \ \ 1 \ ----------------------
TM
61-10i7C - 25.926 ACRES a
TM61-467 = 1.582ACRES----------- 1
TOTAL ACREAGE = 27.508 ACRES
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DATE
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1. CONTRACTOR TO CONFIRM WATERLINE SIZE BEFORE MAKING CONNECTION.
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GRADING PLAN ON SHEET C5.0. 3.5 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES.
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:NOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF.
iITECTICONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION.
J
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NOTES:
1. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES
AS REQUIRED PER GRADING PLAN ON SHEET C5.0. 3.5 FT OF COVER SHALL BE
MAINTAINED OVER EXISTING WATERLINES.
2. A KNOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY
24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS
OFFICE FINAL LOCATION.
LEGEND:
171 CONCRETE SIDEWALK
F-1 HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
HEAVY DUTY CONCRETE
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SHEET NO.
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18" X 6" TS&V
=ET C4.2
Q CMG W J. xoTARSKI
Lic. No. 0402048507
-t 02-07-221
SHEET
SCALE V=20'
0 20' 40'
LEGEND:
ElCONCRETE SIDEWALK
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
HEAVY DUTY CONCRETE
CONSERVATION AREA
MILL & OVERLAY
PROPOSED FULL ACCESS INTERSECTION INCLUDES
1 00'RIGHT TURN TAPER LANE, 100' LEFT TURN TAPER
LANE WITH 100' STORAGE
— — — — — — — — — — — —
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S:\103k16883-Wetsel_Property\DWGtSheet\CD\46883-103-C8.0-PROF_STORM.dwg I Plotted on 2/7/2022 11:18 AM I by Jessica Danko
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S:\103k16883-Wetsel_Property\DWGtSheet\CD\46883-103-C8.0-PROF_STORM.dwg I Plotted on 2/7/2022 11:18 AM I by Jessica Danko
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STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
200
416.85
426.08'
ES-1 for 36 inch Pipe
202
429.07
10.90'
MH-2
204
443.39
7.85'
MH-2
206
458.47
16.30'
24 x 24 inch Rectangular Structure
208
459.11
7.93'
DI-3B 6 ft Throat
210
459.98
7.54'
DI-3B 6 ft Throat
212
461.42
7.83'
DI-3B 4 It Throat
214
460.51
4.48'
DI-3B 6 It Throat
216
460.96
4.53'
DI-3B 6 It Throat
218
464.97
4.44'
DI-3B 6 ft Throat
220
467.98
4.11'
DI-3B 4 It Throat
222
459.04
5.20'
DI-3B 6 ft Throat
224
448.20
17.03'
Cylinder
226
461.28
14.21'
DI-3B 6 It Throat
228
460.92
11.19'
DI-3B 6 ft Throat
230
460.50
9.89'
24" Basin - Circular Grate
232
460.32
7.46'
DI-3B 6 It Throat
234
462.36
7.43'
DI-3B 6 ft Throat
236
463.41
7.65'
DI-3B 6 ft Throat
238
465.53
5.19'
DI-3B 6 ft Throat
240
468.84
4.84'
DI-3B 6 It Throat
242
462.73
5.06'
15" Basin - Circular Grate
244
464.06
4.06'
15" Basin - Circular Grate
246
445.15
6.38'
18" Basin - Circular Grate
248
444.00
4.50'
12" Basin - Circular Grate
250
456.00
6.67'
24" Basin - Circular Grate
252
462.52
11.68'
24" Basin - Circular Grate
254
461.00
7.76'
24" Basin - Circular Grate
256
459.54
8.87'
DI-3A
258
456.00
4.56'
12" Basin - Circular Grate
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
100
414.86
425.37'
EW-2 - 48" Pipe - 2:1 Fill Slope
102
418.00
7.82'
Cylinder
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
300
414.38
435.03'
ES-1 for 18 inch Pipe
302
453.81
14.73'
DI-3B 4 It Throat
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
400
460.88
467.64'
ES-1 for 18 inch Pipe
402
464.26
4.63'
DI-3B 6 It Throat
404
466.67
6.20'
DI-3B 6 It Throat
406
465.26
3.85'
DI-3B 6 It Throat
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
500
457.69
ES-1 for 15 inch Pipe
502
462.69
6.67'
DI-3C 6 It Throat
504
462.77
6.05'
DI-3B 6 It Throat
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
600
460.88
ES-1 for 15 inch Pipe
602
463.06
3.41'
DI-3B 4 It Throat
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
700
441.17
3.67'
ES-1 for 18 inch Pipe
702
446.00
4.67'
24" Basin - Circular Grate
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
800
447.67
ES-1 for 18 inch Pipe
802
451.69
5.36'
15" Basin - Circular Grate
804
466.71
9.00'
15" Basin - Circular Grate
806
466.91
4.49'
15" Basin - Circular Grate
808
455.67
7.29'
15" Basin - Circular Grate
810
453.12
4.12'
15" Basin - Circular Grate
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
101
48"
102 - 100
410.74
409.53
1.00%
120.62 LF
48 inch RCP
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
201
36"
202 - 200
418.42
413.60
8.18%
59.01 LF
36" HDPE
203
30"
204 - 202
435.79
419.30
4.19%
393.56 LF
30" HDPE
205
24"
206 - 204
442.34
436.29
15.00%
40.31 LF
24" HDPE
207
24"
208 - 206
451.18
450.71
1.00%
47.25 LF
24" HDPE
209
24"
210 - 208
452.44
451.28
1.00%
116.82 LF
24" HDPE
211
18"
212 - 210
453.76
452.44
1.00%
131.67 LF
18" HDPE
213
18"
214 - 212
456.20
453.86
1.00%
234.12 LF
18" HDPE
215
15"
216 - 214
456.60
456.30
1.18%
25.46 LF
15" HDPE
217
15"
218 - 216
460.80
456.70
2.14%
191.78 LF
15" HDPE
219
15"
220 - 218
464.00
460.70
1.60%
206.10 LF
15" HDPE
221
15"
222 - 206
454.00
453.00
1.88%
53.25 LF
15" HDPE
223
36"
224 - 202
431.42
418.42
22.28%
58.37 LF
36" HDPE
225
30"
226 - 224
447.07
439.64
9.61 %
77.32 LF
30" HDPE
227
30"
228 - 226
449.90
447.50
2.60%
92.38 LF
30" HDPE
229
24"
230 - 228
450.78
450.00
1.00%
78.07 LF
24" HDPE
231
24"
232 - 230
452.86
450.87
2.63%
75.54 LF
24" HDPE
233
24"
234 - 232
454.93
452.96
1.00%
197.50 LF
24" HDPE
235
18"
236 - 234
455.76
455.03
1.00%
73.19 LF
18" HDPE
237
15"
238 - 236
460.51
455.86
2.69%
172.95 LF
15" HDPE
239
15"
240 - 238
464.17
460.61
2.01 %
177.08 LF
15" HDPE
241
15"
242 - 226
457.67
456.08
2.16%
73.51 LF
15" HDPE
243
15"
244 - 242
460.00
457.77
2.00%
111.29 LF
15" HDPE
245
15"
246 - 204
438.77
438.14
0.50%
125.30 LF
15" HDPE
247
15"
248 - 246
439.50
438.87
0.50%
125.32 LF
15" HDPE
249
18"
250 - 224
449.50
432.17
13.45%
128.82 LF
18" HDPE
251
18"
252 - 250
450.96
449.60
1.61 %
84.48 LF
18" HDPE
253
18"
254 - 252
453.37
451.06
2.00%
115.28 LF
18" HDPE
255
15"
256 - 250
450.77
450.35
1.00%
42.08 LF
15" HDPE
257
15"
258 - 256
451.44
450.87
1.00%
56.92 LF
15" HDPE
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
301
15"
302-300
439.24
413.00
15.00%
174.94 LF
18" HDPE
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
401
15"
402 - 400
459.76
459.50
0.69%
37.71 LF
15" HDPE
403
15"
404 - 402
460.63
459.86
0.50%
154.42 LF
15" HDPE
405
15"
406 - 404
461.41
460.73
0.50%
136.76 LF
15" HDPE
STORM PIPE TABLE
PIPE#
DIA
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
501
15"
502 - 500
456.19
456.03
0.44%
37.36 LF
15" HDPE
503
15"
504 - 502
456.89
456.29
0.59%
100.46 LF
15" HDPE
STORM PIPE TABLE
UPSTREAM
DOWNSTREAM
PIPE #
DIA
FROM - TO
SLOPE
LENGTH
DESCRIPTION
INVERT
INVERT
601
15"
1 602 - 600
459.77
459.50
0.50%
54.40 LF
15" HDPE
STORM PIPE TABLE
PIPE#
DIA
FROM -TO
UPSTREAM
DOWNSTREAM
SLOPE
LENGTH
DESCRIPTION
INVERT
INVERT
701
18"
702 - 700
441.50
439.50
5.66%
35.36 LF
18" HDPE
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
801
18"
802 - 800
446.33
446.00
2.00%
16.38 LF
18" HDPE
803
15"
804 - 802
457.71
446.43
3.58%
315.20 LF
15" HDPE
805
15"
806 - 804
462.42
459.15
1.00%
327.05 LF
15" HDPE
807
15"
808 - 802
448.38
446.43
1.14%
170.81 LF
15" HDPE
809
15"
810 - 808
449.00
448.48
2.00%
26.25 LF
15" HDPE
SANITARY STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
EX1
371.38
9.94'
Cylinder
1
368.22
4.55'
Cylinder
2
377.92
10.04'
Cylinder
3
394.04
19.58'
Cylinder
4
429.13
16.81'
Cylinder
5
447.99
16.33'
Cylinder
6
457.49
16.00'
Cylinder
7
460.89
18.77'
Cylinder
8
464.50
21.34'
Cylinder
9
463.19
18.96'
Cylinder
10
465.73
20.33'
Cylinder
11
468.16
21.54'
Cylinder
12
463.63
15.77'
Cylinder
13
456.61
7.03'
Cylinder
14
455.82
4.69'
Cylinder
18
450.41
8.11'
Cylinder
19
454.58
11.42'
Cylinder
20
458.67
11.18'
Cylinder
24
450.76
7.06'
Cylinder
25
449.23
4.19'
Cylinder
29
461.08
6.52'
Cylinder
aan [300: ES-1 for 18 inch Pipe
STA 10+00.00
TOP 414.38
INV IN 413.00 (301)
SANITARY PIPE TABLE
PIPE NAME
SIZE
LENGTH
SLOPE
BEARING
14-13
8"
60.15 LF
2.23%
N40 43' 43"W
13-12
8"
312.36 LF
0.50%
N25" 02' 05"W
11-10
8"
209.60 LF
0.50%
S66" 25' 59"W
9-8
8"
174.09 LF
0.50%
N23" 34' 01 "W
8-7
8"
167.78 LF
0.50%
S660 25' 59"W
7-6
8"
85.10 LF
0.50%
N49" 53' 24"W
6-5
8"
88.52 LF
0.50%
S660 34' 53"W
5-4
8"
301.95 LF
6.23%
S66° 11' 13"W
4-3
8"
212.22 LF
11.00%
S35" 56' 41"W
3-2
12"
219.39 LF
0.50%
S18" 43' 55"1N
2-1
8"
267.94 LF
1.49%
S270 58' 58"E
1-EX1
8"
31.04 LF
7.27%
S45" 13' 57"W
29-9
8"
179.62 LF
0.73%
N230 34' 01 "W
25-24
8"
229.66 LF
0.50%
N230 34' 56"W
20-19
8"
285.51 LF
0.50%
S660 25' 59"W
19-18
8"
131.76 LF
0.50%
S65" 33' 48"W
18-6
8"
103.93 LF
0.56%
S350 55' 26"W
24-5
8"
264.67 LF
0.99%
N230 34' 56"W
10-9
8"
209.60 LF
0.50%
S660 25' 59"W
12-11
8"
199.65 LF
0.50%
N230 34' 01 "W
302: DI-3B 4 It Throat
STA 11+74.94
TOP 453.81
INV OUT 439.24 (301) aan
455
_
455
EXISTING
GRADE
450
�
`
450
/
445
445
PROPOSED
BADE
440
440
SL-1
435
435
430
430
425
O� 4
425
420
420
415
415
410
410
9+50 10+00 11+00 12+00
STR 300 - STR 302
13+00
0 50
PROFILE SCALE
NOTES:
• INLET SHAPING (IS-1) IS SPECIFIED
FOR ALL STRUCTURES
• SAFETY SLABS (SL-1) ARE SPECIFIED
FOR STRUCTURES TALLER THAN
12-FEET
«CRMGW J.KOTARSKI
Lie. No. 0402048507
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0210712022
DRAWN BY
VAN NIEK
DESIGNED BY
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CHECKED BY
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SHEET NO.
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TIMMONS ROUP• •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE
• • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com No A
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ATERLINE
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These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express wdtten consent of TIMMONS GROUP.
STA 10+31.04 =a
TOP 368.22 1 5 OPT
INV IN 363.92 (2-1) 7
INV OUT 363.72 (1-EX1)
STA 10+00.00 «CRAIGW. 7. KOTARSK1
TOP 371.38 EX1 STA 12+gg.gg 2 STA 15+18.36 3
INV IN 361.47 (1-EX1) TOP 377.92 TOP 394.04 LO2� 07 422
INV IN 373.41 (3-2) INV IN 389A8 (4-3) 0 0 50
400 INV OUT 367.92 (2-1) INV OUT 374.50 (3-2) ®
PROFILE SCALE
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0210712022
0
r DRAWN BY
iron R. VAN NIEKER
• DESIGNED BY
• J. DENKO
• CHECKED BY
C. KOTARSKI
• • SCALE
• 1 " = 50'
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 •
STA 20+32.53 SWRR EX10 TO 3 PROFILE
TOP 447.99 5 HORIZ SCALE: V=50'
INV IN 441.08 (6-5) VERT SCALE: 1"=5
INV IN 441.08 (24-5) STA 25+48.02 25
NV OUT 431.81 (5-4) TOP 449.23
460 INV OUT 445.05 (25-24) 460
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9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 -
SSWR 5 TO 25 PROFILE SSWR 4 TO 7 PROFILE JOB NO.
HORIZ SCALE: V=50' HORIZ SCALE: V=50' 46883
VERT SCALE: 1"=5 VERT SCALE: 1"=5 so SHEET NO.
C9.1
395
I
' 395
I
390
I
I
385
390
385
_
380
�
380
EXISTING
375
GRADE
375
3-2
219.39'
OF
- -
- - -
- - �
12"
uctile Iron
0.50% j
370
370
365
2-1
365
267.94'
`
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/
360
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360
355
355
STA 22+06.
TOP 450.161
INV
IN 443.90 (25-2
INV
UT443.70 (24-
455
�
455
\
PROPOSED
/
GRADE
450
450
EXISTING
\
GRADE
3.5'
445
445
25-24
8" PVC
/ 4-5
(� 0.50%
264.6T O
440
\ r
440
0.99°
435
435
430
430
425
425
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7
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465
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STA 21+2
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6
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.49
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-5)
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5
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INV IN 441.
8 (6-5)
/
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(24-5)
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450
450
445
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8-7
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167.78'
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440
6-5
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0.50%
435
435
STA 17
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EXISTING
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r
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/
425
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420
420
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415
410
410
405
405
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395
390
390
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385
385
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TOP 464.50 8 TOP 463.19 9 TOP 465.73 10 TOP 468.16 11 TOP 463.63 12
INV IN 443.39 (9-8) INV IN 444.36 (10-9) INV IN 445.61 (11-10) INV IN 446.86 (12-11) INV IN 448.05 (13-12)
INV OUT 443.19 (8-7) INV IN 453.26 (29-9) INV OUT 445.41 (10-9) INV OUT 446.66 (11-10) INV OUT 447.85 (12-11)
INV OUT 444.26 (9-8)
475
\
EXISTING
/
\
GRADE
470
/
\
\
465
-
\
460
\
15"
6"
6„
STRM
WATERMAIN
_
WATERMAIN
CROSSING
CROSSING
CROSSING
455
450
12-11
_
11-10
199.65' OF
445
Iron
f-
1
-9w4iip
8"
Ductile Iron
@ 0.50%
9-8
209
0' OF
0.50%
1
4.09' OF
8" Du
ile Iron
8"Ductile
Iron
@
.50%
0.50%
440
435
430
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R
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R
V
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23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
SSWR 8 TO 14 PROFILE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
PROPOSED
GRADE
6"
WATERMAIN
15" CROSSING
STRM
CROSSING
1.6'�T
13-1
312.36' OF
8" Ductile Iron
@ 0.5 %
32+00 33+00
STA 25+48.02 9
TOP 463.19
INV IN 444.36 (10-9)
INV IN 453.26 (29-9)
INV OUT 444.26 (9-8)
6 21.05 STA 21+STA 23+73.93
TOP 457.49
TOP 45
INV IN 441.72 (7-6) .24.58 19
0-19 STA 28+49.31
INV IN 44607 20
INV IN 441.72 (18-6) ( ) TOP 458.67
INV OUT 443.16 (19-18) INV OUT 447.49 (20-19) \
aBF TINV OUT 441.52 (6-5) daF din
TA 21+21.05
EXISTING
18
GRADE
TOP 450.41
INV IN
2.50 (19-18)
i
INV OUT
442.30 (18-6)
460
i
460
/
PROPOSED
GRADE
/
455
/
455
\
450
450
15" STORM
1'
CROSSING
2 10 9
445
285.51' OF
445
8" PVC
_
@ 0.50%
�-
19-18
18-6
131.76 OF
440
103.9S OF
8" PVC
440
u
@
0.56%
435
435
430
1
430
o
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7
7
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7
7
V
V
9+50 10+00 11+00 14+00 SSWR 6 TO 20 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
V TOP 455.82 14
INV OUT 451.16 (14-13)
STA 34+79.23 13
TOP 456.61
INV IN 449.82 (14-13)
INV OUT 449.62 (13-12)
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