HomeMy WebLinkAboutSDP202000009 Plan - Revision 2021-05-04 (2)UVA FOUNDATION -DISCOVERY DRIVE DEVELOPMENT
SITE DATA
TAX MAP PARCEL AND OWNER INFO: PARCELS 03200-00-00-019E0, 03200-00-00-006R0, AND 03200-00-00-019HO
UNIVERSITY OF VIRGINIA FOUNDATION
P.O. BOX 400218
CHARLOTTESVILLE, VA 22904
ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK (PD-IP)
AIRPORT IMPACT OVERLAY
ENTRANCE CORRIDOR OVERLAY
REFERENCE "ZMA200500003" (APPROVED 3/10/2010, INCLUDES PROFFERS)
MAGISTERIAL DISTRICT: RIO
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
(504)885-0920
CONTACT: MICHAEL W.DORSEY
CONDUCTED: 9/18/2019 AND 4/23/2020
DATUM: VERTICAL: NAVD88
SETBACKS
'PER UVARP DESIGN CODE: 100 FT FROM LEWIS AND CLARK DRIVE (TO BE LANDSCAPED)
FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK
IF THE SIDEWALK IS OUTSIDE OF THE ROW
FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW
SIDE AND REAR: ADJ. TO COMMERCIAUINDUSTRIAL: IN ACCORDANCE WITH BUILDING CODE
BUFFER AREA: (PER PROFFER 7.2 & EXHIBIT K OF ZMA200500003)
150' ALONG REAR BOUNDARY
50' ALONG SIDE BOUNDARIES
STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY
ABOVE THE THIRD STORY, WHICHEVER IS LESS
PRESENT USE: 32-19E: OFFICE (RESEARCH, LABORATORY)
32-6R: VACANT
PROPOSED USE: 32-19E: PHASE 1 OFFICE (RESEARCH, LABORATORY) ±10,745 SF, 3 STORIES, ADDITION
32-6R: PHASE 2 45,220 SF METAL BUILDING FOR RESEARCH (INDUSTRIAL WAREHOUSE)
10,000 SF MEZZANINE: STORAGE + 4,500 SF OFFICE AREA
EXISTING PARKING: 32-19E: 176 SPACES
32-6R: 0 SPACES
32-19H: 134 SPACES
REQUIRED PARKING PER ORDINANCE:
32-19E: [REQUIRED FOR EXIST. BUILDING PER APPROVED SDP 200100047] = 75 SPACES
[ADDITION, OFFICE] (3 FLOORS X 7,163 SF X 0.8) X (1 SPACE 1200 SF) = 86 SPACES
[ADDITION, LABORATORY SPACE] = NO ADDITIONAL PARKING REQUIRED
TOTAL: 161 SPACES
32-6R: [45,220 SF + 5,500 SF LABORATORY SPACE] 18 EMPLOYEES X (1 SPACE/EMPLOYEE) = 18 SPACES
[4,500 SF OFFICE] (4,500 SF X 0.8) X (1 SPACE 1200 SF) = 18 SPACES
TOTAL: 36 SPACES
32-19H: [EXIST. BUILDING] = 100 SPACES
TOTAL: 100 SPACES
PROPOSED PARKING:
32-19E: 175 SPACES 1 SPACE REMOVED FOR PROPOSED HYDRANT ISLAND
32-6R: 39 SPACES
32-19H: 100 SPACES 34 SPACES REMOVED FROM PARCEL FOR PROPOSED DEVELOPMENT
ADA PARKING REQUIRED:
32-19E: 6 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACE) (PER 2015 VCC)
32-6R: 2 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2015 VCC)
32-19H: 4 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2015 VCC)
ADA PARKING PROVIDED:
32-19E: 7 SPACES (FROM APPROVED SITE PLAN SDP200100047)
32-6R: 2 SPACES (1 VAN ACCESSIBLE SPACE)
32-19H: 5 SPACES (1 VAN ACCESSIBLE SPACE)
PROPOSED BUILDING HEIGHT: 32-19E 45' 6.5"
32-6R 38' 3"
TOTAL PROPOSED DISTURBED AREA: 3.41 ACRES
IMPERVIOUS AREA
EXISTING: 0.56 ACRES
POST PHASE 1: 0.83 ACRES
POST PHASE 2: 2.25 ACRES
FINAL SITE PLAN SDP202000009
(REFERENCE INITIAL SITE PLAN SDP201900059)
NOTES:
1. PROJECT TO BE DEVELOPED IN TWO PHASES. SEE SHEET C2.0 OVERALL PLAN.
2. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND
SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE
AUTHORITY.
TRIP GENERATION
LAND USE: GENERAL OFFICE BUILDING & INDUSTRIAL SPACE
ITE CODE: 710
AMOUNT: 55,220
UNITS: SF (GFA)
WFFKIIAY
ADT
AM PEAK HOUR PM PEAK HOUR
836
IN
105
OUT
14
TOTAL
119
IN
24
OUT
116
TOTAL
140
UTILITY DEMANDS
WATER FLOW FOR PARCEL 32-19E (AVERAGE DAILY DEMAND)
3 STORIES X 10,745 SF X 250GPD 11000 SF = 8,059 GPD
AVERAGE HOUR = 8,059 124 = 336 GALLONS PER HOUR
MAX HOUR = 300% OF AVERAGE HOUR = 336 X 3 = 1,007 GALLONS PER HOUR
PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 2,015 GALLONS PER HOUR
SEWER FLOW (AVERAGE DAILY FLOW)
3 X 10,745 SF X 250GPD / 1000 SF = 8,059 GPD
COUNTY OF ALBEMARLE, VIRGINIA
WATER FLOW FOR PARCEL 32-6R (AVERAGE DAILY DEMAND)
4,500 SF X 250GPD / 1000 SF = 1,125 GPD
60 EMPLOYEES X 25 GPD/EMPLOYEE = 1,500 GPD
AVERAGE HOUR = (1,125+1,500) / 24 = 109.4 GALLONS PER HOUR
MAX HOUR = 300% OF AVERAGE HOUR = 109.4 X 3 = 327.1 GALLONS PER HOUR
PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 656.25 GALLONS PER HOUR
SEWER FLOW (AVERAGE DAILY FLOW)
1,125 GPD + 1,500 GPD = 2,625 GPD
i/zi/zozo
LAKE ACRES
aso
MCMURDO
ce Q
SITE
LOCATION o °
)NE
S oAker Wade Power
Technologies
AIRPORT
INDUSTRIAL PARK
0 University of
Virginia Research Park...
41s and gMMa
JW Townsend Q
Landscapes
0 Center for Applied
Biomechanlcs Fabrics
NORTHSIDE
INDUSTRIAL PARK
Nortna:k, °.
VCrutchfield Corporation
0�
VICINITY MAP
1-1000'
DEVELOPER:
UNIVERSITY OF VIRGINIA FOUNDATION
P.O. BOX 400218
CHARLOTTESVILLE, VA 22904
CONTACT: TODD MARSHALL
TELEPHONE: (434) 924-2569
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: (434) 327-1688
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER SHEET
C1.0
NOTES & DETAILS 1
C1.1
NOTES & DETAILS 2
C1.2
NOTES & DETAILS 3
C1.3
NOTES & DETAILS 4
C1.4
NOTES & DETAILS 5
C2.0
OVERALL PLAN
C2.1
EXISTING CONDITIONS 1
C2.2
EXISTING CONDITIONS 2
C2.3
DEMOLITION PLAN 1
C2.4
DEMOLITION PLAN 2
OR
C4.0
LAYOUT AND UTILITIES 1
C4.1
LAYOUT AND UTILITIES 2
C5.0
GRADING AND DRAINAGE 1
C5.1
GRADING AND DRAINAGE 2
C5.2
ADDITIONAL GRADING SPOT SHOTS
M-000111-
C6.2
SITE DRAINAGE AREA MAP
C6.3
SITE DRAINAGE AREA MAP 2
C6.4
STORM INLET AND PIPE CALCULATIONS
C7.0
STORMWATER PROFILES
C7.1
UTILITY PROFILES
L0.0
OVERALL LANDSCAPE PLAN
L1.0
LANDSCAPE PLAN
L1.1
LANDSCAPE PLAN
L2.0
LANDSCAPE NOTES & DETAILS
L3.0
PHOTOMETRIC PLAN
L4.0
LIGHTING CUT SHEETS
TOTAL = 27 SHEETS
RESEARCH PARK TOTAL BUILDOUT STATISTICS ( APPROVED BUILDING AREAS FROM PREVIOUSLY APPROVED SITE DEVELOPMENT PLANS)
APPROVED
TOTAL BUILDING
PROJECT NAME
YEAR
ACREAGE
BUILDINGS (SF)
CONSTRUCTED (SF)
MICROAIRE (164 EDLICH DR)
1995
4.9
46,889
46,445
MOTION CONTROL (4040 LEWIS & CLARK DR)
1996
4.0
30,462
30,450
PRA (4105 LEWIS & CLARK DR)
1998
6.0
80,000
80,388
TOWN CENTER ONE
2000
4.7
69,900
70,974
BIOTAGE (1725 DISCOVERY DR)
2002
7.1
50,000
50,656
ETC (1670 DISCOVERY DR)
2002
2.6
42,388
41,778
TOWN CENTER TWO
2006
4.3
83,666
82,068
TOWN CENTER THREE
2008
4.7
89,814
85,392
TOWN CENTER FOUR
2016
6.8
108,568
DISCOVERY DRIVE DEVELOPMENT
2020
3.4
87,455
TOTAL
48.5
689,142
488,151
ACREAGE
APPROVED GSF
DEV. GSF
CAPACITY 307.0
3,700,000
3,700,000
DEVELOPED/SOLD 48.5
689,142
488,151
TOTAL REMAINING 258.5
3,010,858
3,211,849
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
1:17_10I:1algLY_1N1LTA Iqi!ll
APPROVAL
DATE
"44'
ca 1
CRATGW, I I{O'CARSKI
Lie. No. 0402048507
6 1 9128121 �4Q
z
O
f
f
H
w
112112020
DRAWN BY
A. FONTAINE
DESIGNED BY
A. FONTAINE
CHECKED BY
C. KOTARSKI
SCALE
N/A
z
LLJ
o
Oa
JN_
L\LI =
0
L1j
3
0 N
0
0
LL1j
/ c
N_
0 a
Q �
WL
N
W
L\U
/ p
U `o
O -1 °
J LLI 3
U
(!) w p
, o
Q V 2
a
0
1 `
E
z D
0 0
o
Z
Q o
0 �
`o
z
o
0
0 N_
LL
L
Q
/ ~
E
JOB NO.
44493
SHEET NO.
CO.0
GENERALNOTES
LEGEND
ROADS
mSTORM PIPE & STRUCTURE NO.
7�0� DROP INLET & STRUCTURE NO.
CURB
0 CURB & GUTTER
BENCH MARK
I■ � �. CLEARING LIMITS
- - 200 - -- EXISTING CONTOUR
- 200 - PROPOSED CONTOUR
+ 240.5 EXISTING SPOT ELEVATION
TIC 240.5 PROPOSED SPOT ELEVATION
0 PARKING COUNT
SEWER
(5y--S EXISTING SANITARY SEWER
ACSA GENERAL WATER & SEWER CONDITIONS
WATER
EXISTING WATER LINE
GRADING
TIC = TOP OF CURB
BC = BACK OF CURB
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
JUNE 27, 2019
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 AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE
IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.
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)
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 AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE
2015 UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, AND 2009 ICC/ANSI A117.1-03.
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. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS
AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE
LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING
ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL
BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE
BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING ACCESSIBLE PARKING SPACES SHALL BE
DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES.
35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
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 HORIZONTAL:VERTICAL . WHERE REASONABLY OBTAINABLE LESSER SLOPES OF
3:1 OR BETTER ARE TO BEACH IEVED.
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).
10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET
IN HEIGHT A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
Q
11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT.
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.
sT-1
N4 GRADE 60 REINFORCING ROD ENCASED IN
• N0. 6 GALVANIZED STEEL STEP MATERIAL APPROVED T BY T THE ENGINEERRUBBER OR .
(DIMENSION MAY VARY WITH MANUFACTURER'S
DESIGN)
" CORROSION RESISTANT
MATERIAL
V M1� FF�*4
REINFORCING ROD
TYPICAL SECTION
M1"
f yY
iV
I " STEPS WILL BE REQUIRED N AL STRUCTURES WITH A DEPTH OF
I 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS.
' ♦I/ • ALL STEPS SHALL PROTRUDE 41/t' FROM INSIDE FACE OF
m STRUCTURE WALL.
MAXIMUM STEP SPACING TO BE 16" C-C.
STEPS SHAD WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN
y ��, R EXTENDED 4/i' FROM THE FACE OF THE SUPPORT.
STEPS ME TO BE VERTICALLY ALIGNED AND U FORMALY SPACED
FOR THE ENTIRE DEPTH OF ANY STRUCTURE.
TYPICAL SECTION
(DIMENSIONS MAY VARY WITH IN PRECAST UNITS STEPS MAY BE CAST IN PLACE. MORTARED
MANUFACTURER'S DESIGN) INTO HOLES PROVIDED BY THE FABRICATOR, OR ORNEN.
1K MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS
FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET
THE MINIMUM 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 SLIP -RESISTANT
p SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED,
OR DIMPLED SURFACES.
ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH
ASTM B221, ALLOY 6005-T5.
THAT PORTION OF THE STEP ENCASED N MASONRY SHALL BE
UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS
* FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL
+4 SPECIFICATION TC-C-00498A
R
ALUMINUM STEP
SPECIFICATION
REFERENCE
STANDARD STEP
ROAD AND BRIDGEV STANDARDS
VIRGINIA DEPARTMENT OF TRANSPORTATION
REVISION DATE
SHEET 1 OF 1
1o6.oe
GENERAL Pet
1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE
APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC-1 TABLES UNLESS
OTHERWISE NOTED ON THE PLANS.
2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE.
3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL.
CIRCULAR PIPE
1. D - OUTSIDE DIAMETER OF PIPE.
2. d - INSIDE DIAMETER OF PPE.
3. X - WIDTH OF CLASS I BACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
% - 72- WFERE 6 IS LESS THAN 36".
% - 0. WHERE CIS 36' AlD GREATER.
4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE)
30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS.
S. REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFLL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PRE (EXCEPT PLASTIC PIPE) 30" AND
LESS IN DIAMETER WITH HEIGHT OF COVER 15- OR LESS.
6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER
SLOT NET (DI-13) OUTLET PIPES INSTALLATIONS
ELLIPTICAL PIPE
1. SI - OUTSIDE SPAN DIMENSION OF PPE.
2. S2 - INSIDE SPAN DIMENSION OF PPE.
3. R - OUTSIDE RISE DIMENSION OF PIPE.
4. X - WIDTH OF CLASS IBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
X - 12" WHERE S2 IS LESS THAN 36".
X - 18" WHERE Sp IS 36" AND GREATER
5. WHERE DIRECTED BY ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORM& EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR
LESS AND HEIGHT OF COVER 15' OR LESS.
S. REGULAR BACKFLL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFLL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND
HEIGHT OF COVER 15-OR LESS.
PIPE ARCH
I S - SPAN DIMENSION OF PIPE.
2. R - RISE DIMENSION OF PIPE.
3. B - SEE PC-1 TARE FOR APPLICABLE PIPE MATERIAL
4. X - WIDTH OF CLASS I BMKFILL MATERIAL BEYOND THE EXTREMITY OF THE RIPE.
x - 12" WHERE S2 IS LESS THAN 36".
x - 18" WHERE S2 IS 36" AND GREATER
5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 35" OR
LESS AND HEIGHT OF COVER 15-OR LESS.
6. REGULAR BACKFU MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFLL MATER& FOR
ALL FOUNDATION TYPES FOR ROUTINE ENHANCE PPE WHERE S IS 35" OR LESS AND
HEIGHT OF COVER 15' OR LESS.
SPECIFICATION
REFERENCE
INSTALLATION OF PIPE CULVERTS & STORM SEWERS
GENERAL NOTES
ROAD AND BRIDGE
REVISION DATE
SHEET 1 OF 1
302
303
VIRGINIA DEPARTMENT OF TRANSPORTATION
10].00
PB-'
NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL
TOP OF FILL
TOP OF FILL
- GROUND LINE x
GROUND LINE x
�_ GROUND LINE x
r
rrrrEARTH ROCK OREARTH
• UNYIELDING
pSOILBEDDNG
QDX
MIN. 1/10 D % BEDDING
MIIN. p X D X BEDDING
MIN. 1/10 DD
MATERIAL
MATERIAL
�x
F24"
MIN. BE*MAX
FOUNDATION SOFT, YIELDING,
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
MIN. 1.5 x D MIN. 1.5 x D
MIN. 1.5 x D MIN. 1.5 x D
MIN. 1.5 x D MIN. 1.5 x 0
TOP OF FILL
TOP OF FILL
TOP OF FILL
- ...; rrrrrr, rrrrrir ... -
- •.;y,:;: rrrrr rrrr f -
rrrrrrrrrrrrr rrrrrrrrrrrrrr -
rrrrrrrrririr rrrrrrrrrrrrr -
o rrrrrr, rrrrrir ;., .:.•.. _
C ;:r;}:;: rim rrrrr :::•i:{%.; -
frr rrr .. -
,'i'i\
^G'• • •
N=':r; rrr I rrr titi•J/'•.1
= rrrrrrrrrri rrrrrrrrrrr -
GROUND
_::. rr rr>}:;:I�''' GROUND
'�'
=rrrrrrrrrr rrrrrrrrrr=
d
- :• LINE
•o - �; �:•:•i:•:•i
. r ; Vi•
:�::titiv+i
p -•: LINE
= rrrrrrrrr d rrrrrrrrr _GROUND
-
I - : EARTH
ROCK DR
MIN. 1/10 D - UNYIELDING
n _ LT
MIN. 1/10 D X D X BEDDING
_ - SOIL
EA
_
MATERIAL
V OFX 0 X
MIN. 1/10 0 D BEDO C EARTH
IN.8". BEDDING
MATERIAL
MA%. 24" MATERIAL
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT
SECTION 302 OF THE ROAD AND BRIDGE NOTES:
SPECIFICATIONS.
REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING.
CLASS I BACKFILL MATERIAL IN ACCORDANCE •:v:ii: SEE INSTALLATION OF PIPE CULVERTS
WITH SECTION 302 OF THE ROAD AND BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES
SPECIFICATIONS.
SPECIFICATIONS. ON SHEET 107.00.
rrru FOR PLASTIC PIPE rr��� FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL CRUSHED GLASS CONFORMING TO THE
IN ACCORDANCE WITH SECTION 302 OF THE ROAD
6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN
OVER PIPE AND 6" REGULAR BACKFILL MATERIAL. AGGREGATE SIZE 25 AND 26 MAY BE
OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL.
IN ACCORDANCE WITH SECTION 302 OF THE ROM AND BRIDGE
SPECIFICATIONS.
`V00T
A COPY OF THE ORI
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
SPECIFICATION
REFERENCE
ROM AND BRIDGE STANDARDS
CIRC. PIPE BEDDING AND BACKFILL - METHOD "A"
302
SHEET 1 OF 4
REVISION DATE
07/19
VIRGINIA DEPARTMENT OF TRANSPORTATION
303
107.01
V CRAIG W J. KOTARSKI
LiD, No. 0402048507
L�. 4/28/21 ok
M E
CD 0
rn u
N 6
N C
> E
w ° E
Lu
LL o 3
pU.-
w 0 `6,^H-I
K W L M
Q< J V m
W J -�
M
U W oN
D v
3: 0 x
LL
0 Q = v
(n = N
F U Q Uq
C N
0 O1
N
N M
d ,;j-
O7 J
CDU-1
f
H
F
DATE
112112020
DRAWN BY
A. FONTAINE
DESIGNED BY
A. FONTAINE
CHECKED BY
C. KOTARSKI
SCALE
N/A
TF
;:2
0- 1 1=
O43
m
J
ti
LIJ
/
>
LU
0
L
0
L\u
0
FL
D
C
m
0
I-�
a
N
0
07
n
>
J_
z
~
W
\ �
OU
LLI
0
n
0
4 w J
06
3
UQ
07
a
,^ w
V 1
W
00
CC�7
Q
Odz
wo
62
z
9�
�N
a8
O
0
0
N 3
z h
o�
Q
� a
0
D
O
0
z
�_
D
O '§
n
m
O�N
E
X 1=
d
dh
\
U
D o
E 6
S�
06
a 9
Nc
!e a
0 o
JOB NO.
0.2
44493
N p
C p
SHEET NO.
n o
C1.0
=
E
GRASSPAVE2 Firelane Detail
Use this detail for delineating a GrasspaI firelane
GRASSI
STR
C01
GMVEL
MORTAI
ETC.
MARK
INTE(
REMC
(BYO
GRASSPAV
SIRU9 MASS
(RAVEL ROAOBASE
_____ RESUME_____________
i
BUILDING
STREET
i
i
I
FIRELME EDGE
TREATMENTAAEAS
NOTE:
THIS DETAIL IS SCHEMATIC N NATURE. DESIGNER SHALL SPECIFY SPACING AND DESIGN OF EDGE
TREATMENTS. SPACING WILL VARY WfM TURF TYPE, SLOPE, FIRE DEPARTMRNT REQUIREMENTS. ETC..
NOT TO SCALE
GRASSPAVE2
1v NV SIBLE5TRUCTURES
Invisible Structures, Inc.
GP2Firelane1 i.dwg
REINFORCED TURF DETAIL
No Scale
I K191
TRANSITION BETWEEN
PPE DIAMETERS WHEN
DIFFERENT SIZES OF
PIPES ME ENCOUNTERED.
ONCIIEfE
AVER
DED COMES
FIRELANE
M CONCRETE
I, HEJGHT
ES
H CONCRETE
CURB
GRASSPAVE2 RRSUME
SUEACE MOUNTED
LANDSCAPE
UPLGHT
BCX__MD/LIGHT
RXTURE
COMPACIFDSANDY
rM1AVEI ROMBME
STRUCTURES
303-233-8383
www.invisiblestructures.com
V4.1
f~1'�
1.5" DIA. GALV.
NOTES:
1. PROVIDE SHOP
DRAWINGS FOR
HANDRAIL FOR
REVIEW PRIOR TO
CONSTRUCTIONS
2. RAIL ON BUILDING
SIDE OF RAMP TO T-0"
BE MOUNTED TO
BUILDING FACE.
4" MAX
SL P
qg SHOWN IN PL
MAX. 1:12
a
a
4.
III -III III
III III
4 .
-III -III I
III III�i�IIIIIIIIIIIIlll11 l�l
III III III
-III-III-i
„III 1
II ��III III -III
I'(II-
MAX 6-1 I„
'
CORE DRILL CONCRETE FOR
HANDRAIL POST, EMBED HANDRAIL A
MINIMUM OF 6" BELOW FINISHED
GRADE AND GROUT TO THE FULL
DEPTH OF EMBEDMENT (TYP.)
ADA RAMP
AND HANDRAIL DETAIL
No Scale
EXISTING PAVEMENT PROPOSED PAVEMENT
F
a
SAWCUT THROUGH 0-MATCH EX. CROSS
_
U EX. SURFACE W SLOPE UNLESS OTHERWISE
X COURSE w SPECIFIED ON PLANS
W & REMOVE
PAVEMENT PROPOSED
2' MIN. SURFACE
2"+ COURSE
=jj:PAVEMENT
EXISTING
MILL EX.
SURFACE COURSE
SAWCUT EX. BASE COURSE
EDGE OF PAVEMENT AGGR. BASE
NOTE: PROPOSED PAVEMENT MUST TIE
IN WITH EXISTING PAVEMENT
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
SHAPE TO ELEVATION
OF MID -POINT OF
LARGEST PIPE.
I
SHAPE TO
CONTOUR
OF PIPE
I
I I
I �
SLOPE
EETTO DRAIN
TO AVERT
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
21/T, - 10 GAJGE OR o -
21/Z" - 12 GMGE YN" HEXHEM
SOUARE TUBE SIGN POST - - -- _
• Y4' HEXHEM
° Ys"-16 GRAPE 8 SERRATED V2- 13 GRAPE 8 p t T
FLANGE NUT TORQUE FREE BOLT
P / (SEE NOTE 1) II 1
UPPER SLIP BASE OR 1
TOORQUE FREE BOLT • CAST IRON
SLIP BASE
I� % Ye" FILLET - WELD - -
(SEE NOTE 1) (SEE DETAILS) -
CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: 01-3A, 3B, 3C
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS)
GENERAL NOTES:
CURB WHEN REQUIRED GG-2 FEET)
DETECTABLE WMNING SURFACER(AREA IN SQUARE RDS)
1.
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP.
2.
DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET
SIDEWALK RAMP 12:1 MA%
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR DETECTABLE
81 MAx
NDARDS HAD
WARNING SURFACE MO SHALL BE SUBMITTED TO THE STANDARDS
SPECIAL DESIGN SECTION FOR APPROVAL.
3.
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
q•
4.
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
101 MAX
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
TYPE A
5.
REQUIRED BARS ME TO BE NO.5 X 8" PLACED 1' CENTER TO CENTER ALONG
PERPENDICULAR
BOTH SIDES OF THE I FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER 11/2".
B.
CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
5' MIN
7.
CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
BY THE ENGINEER THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER!t
rn
-T
1
_FOR DETAILS OF INLET
EXPANSION
JOINT -
or
.
IY
..���1�������������������1
...mm
INN-
...
CUNST. BARS
JO1-'
BAR G
BAR-
ARS F51I
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12.1 NM KEYED COMMIT. JOINT
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, L-VARIABLE - MAX, 20' '. WARPED
APPROACH
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS GUTTER
AS SHOWN ON FILMS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B 2'-0" B' 2'-6" 8" }•-p•• 2"
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE - B i' BARS A GUTTER
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL h g GUTTER
UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL -
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED w!r AN USED BY PEDESTRIANS. it
)--------------------- --- T•
S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1� 2� B S G I 0 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND \s L
-l- - - I -•
5• NN X 12:1 MA% >;\{m BANS F BARS E it
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS m
PERPENDICULAR TO THE CURB. * X l 1 1113" DIAMETER BANS E
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICMNOT WEEP HOLE FRONT ELEVATION •• r-e" B•• BARS e
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK I BANS i
TRAFFIC, REFER TO STMDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4 AT X 2" HIGHER THAN - - (GUTTER REMOVED) k/� ;•-p"
TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT I
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT XX , SAME AS TOP OF CURB L>• 5X'/4" BENT PLATE SECTION B-B
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHMED USE PATH. 8" V.
Ps .:x•.:. •. n
11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C .,
A 4' x 4' LMDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL &PERPENDICULAR -„ : '/:• R
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.• • L2%z'X2'//t 'XI/x"
LANDING AREA MAY INCLUDE THE GUTTER PAN. --- • '•• GALVANdED
12. PILL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 & CG-B STIMDADS. TYRE A ,
CURB AT ENTRMCES OR STREET CONNECTIONS THE DETECTABLE .6"-2.4" C-C O • TYPE B TO X a" STUD SHEAF CONNECTOR WELDED
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD ~ O O O O O O z CALNECTOD PLATE FOR TYPE A TO BE BENT ION MANGLE OF 88'30' TO ANGLE IRON AT 2'C-C.
-MODIFIED AS RECOMMENDED BY THE MMUFACTURER TO MATCH I1 CONNECTORS AND IS TO BE ANCHORED WITH /R" % 4" STUD SHEAR NOSE DETAILS
THE BACK OF CURB. A O O O 0 0 0 0 0 0 0 0 - WELDED TO BENT PLATE AT 2-C-C. 2„
V 00 000 00 00 O O O - .PAVEMENT
LANDING RAMP Ni� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 01-3A L� DI-38 L d-3c L WARPED PAVEMENT
+ ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0IN
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - -- - H
50Y.-65% OF BASE DIAMETER - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x x I- I FLOW x FL' I^ I FLOW T-0•'
DETECTIBLE WMNING o Il/��`) l/6\.L`)
AT BACK OF CURB Be I_ VARIABLE FELL WIDTH OF RAMP FLOOR _ I I I
SEE NOTE 12. BASE DIAMETER , DETAIL WHEN USED
DETECTABLE WARNING TRUNCATED DOME PAr LIMITS
INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
DETAIL BOTH SIDES TO BE SYMMETRICAL
\VDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
�VDC7T STANDARD CURB DROP INLET SPECIFICATION
REFERENCE
ROM AND BRIDGE STANDARDS ROAD -4) BRIDGE STANDADS
SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233
203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 3D2
IO{.09
CG-12 DI-1 '/z SECTION CAST IRON /X SECTION STEEL
A 5'MN LUGS TO BE 2 7 NOTES-
w5 DOWELS. 8" LONG � PERMISBIBLE 112 CAST WITH T- L 21A p-4. EO 1. DEPTH FOR INLET fH) RE BE SHOWN ON
AT 12" C-C CONSTRUCTION STADMDDD'ATH GREATER THAN 10' USE
5' MIN. JOINT 12'' M'ix'->• ,i B 4• MN O1 B
Ti-� A
ppp 171 MAX ''S B - -
12:1 MAX m 1 - TR� N r n
J WITH BUFFER STRIP a 61
OPTIONAL
RAMP
AS(SEE
7A(SEE
TABLE)
TABLE)
TRUNCATED DOMES
SEE SHEET 1OF 5
FOR DETAILS
5'-O" MIN
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB
48
20:1
48 :1
2'MI".
SECTION A -A
PERMISSIBLE
>!
CONSTRUCTION
x
JOINT
m
0
u
SECTION B-B
WITH BUFFER STRIP
BRACE R65
CANT GALV.
IRON I STEEL
66 ±
43.6 LBS
3 LBS I
INCLUDING INCLUDING
LUGS ICONECTOR
B
2. THE "H" DIMENSION SHOWN ON THE
STANDARDS AND SPECIFIED ON THE PLANS
WILL BE MEASURED FROM THE INVERT OF
ONE WELDED
THE OUTFALL PIPE TO THE TOP OF THE
JOINT
STRUCTURE. PLAN "H" DIMENSIONS ME
APPROXIMATE ONLY FOR ESTIMATING
WELD ALL
PURPOSES AND THE ACTUAL DIMENSIONS
CONNECTORS
SHILL BE DETERMINED BY THE
TO COLLAR
CONTRACTOR FROM FIELD CONDITIONS.
3. WHEN SPECIFIED ON THE PLANS THE
INVERT IS TO BE SHMED IN ACCORDANCE
WITH STANDARD IS-1. TIE COST OF
FURNISHING AND PLACING ILL MATERIALS
INCIDENTAL TO THE SHAPING IS TO BE
INCLUDED IN THE BID PRICE FOR THE
V-2' '/e' X %" X 4.. IA" z 4" STRUCTURE.
PLAIN LUGS 12" 9%a' STUD SHEAF 4. IN THE EVENT THE INVERT OF THE
,�M y CONNECTORS
- (GRATE REMOVED) f- , OF THE OF THE STRUCTURE THE THE
SEE DETAIL A
5'MIN �V. OF THE
CEMENT STRUCTURE
TOIL PREVENT
STANDING OR PONDNG OF WATER IN THE
SECTION B-B STRUCTURE. THE COST OF FURNISHING
COLLAR DETAIL " MIN RAISED TOINLET(SHAPING IS TO BE INCLOUDED
TTERNG IN THE BID PRICE FOR THE STRUCTURE.
2
WITHOUT
BUFFER STRIP
y
DIMENSIONS FOR
DUMP
NO WASTE DRAINS TO WATERWAYS
5. STEPS ARE TO BE PROVIDED WIEN H IS
V-0" OR GREATER. FOR DETAILS SEE
CAST IRON ONLY
STI7DAR0 ST-1.
y
DETAIL B
S. THIS ITEM MAY BE PRECAST M CAST -
DETAIL A
`Dl
IN -MACE.
:uRB
y
CROSSWALK
4'-2"
Lam'-J
HARDWARE
CLOTH
»PLACED /' DEPTH MICR
2,-6„
1'-3" SEE DISTAL
I
7• #4 X 8" SMOOTH DOWELS AT
APPROXIMATELY 12" C-C TO BE
NT
TO ABUFFEN ALL AREAS EM CONCRETETOPREVENT
A 4• s9uAa LANDING eaEA 88, k78 OR - SETTLEMENT. N LIEU OF DOWELS
R R • auTVOE a< Tx4vELw4r s _ k8 z 8" WIDTH = A 2"X4" NOTCH MAY BE PROVIDED.
CROSSWALK cuRB SHA L eE PRovmtO Fax 4 �' r `•' SEE STADARD T-DI-3, 4 FOR
NOTES: FOR GENERAL NOTES ON THE DETECTABLE WMNING SURFACE. PERPEWITHN THE ClmsswAX ua a� A ' f SEE INOTEEB �������������� F m '11TERNATE DESIGN.
SEE SHEET 1 OF 5. S. I NTHN THE NAMED r ,•
rJN CROSSWAz AREA nlrI D. COLLAR WEEP HOLE T 8, 3" DIAMETER WEEP HOLE WIT 12"XI2"
TYPICAL PLACEMENT CURB L
THE REQUIRED LENGTH OF A PARALLEL RAMP SUFFEFx z z PLASTIC NARDWME CLOTH MESH
IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5'SOEWALU TRP ��� 12. N OR GALVANIZED STEEL WI �.IINMUM
SLOPE. 16"-1B" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
8" CURB
0
a
6
1
5
2
5
8
3
6
9
4
B
2
5
10
15
8
14
15
ROM AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE
203.07 07/16
WITHIN CROSSWALK e+m mrn HARDWARE CLOTH ANCHORED FIRMLY
LANDING 4B:IMAt. DIAGONAL PLACEMENT NN in OQ �������������� + TO THE OUTSIDE OF THE STRUCTURE.
SLOPE - > �• 1 9. CAST IN PLACE CONCRETE IS TO BE
LANNNG 48.1 MAX LANEW 4sN MAX. W' 'd • > � > p . CLASS M (3000 PSI). PRECAST
MORE SLOPE CONCRETE IS TO BE 4000 PSI.
CURB -- 1;'IL _Ill" �I� 2"I I 10. MY ALTERNATE METHODS OF MCHORME
y. Mp J CURB SECTION A -A 'n` 'n` +il-;'-•' MEETING THE APPROVAL OF TIE ENGINEER
SEE DETAIL B
<� cftosswALK 'a•T CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON
M-1 LUGS M SHOWN HEREON.
= CROSSWALK ) 12" oNCgETE PPE - 1.4{0 CU YD CONCRETE APPROXIMATE WEIGHT
x O = m 15" CONCRETE PPE - 1.528 DU. YD. CONCRETE 71/ ^ �� • CAST RON 11. DUMP NO WASTE DRAINS TO WATERWAY
GRAB . 18" CONCRETE PPE - L82O CU. YD. CONCRETE M GRATE 383 2 18 LBS LETTERING IS REQUIRED ON ALL DI-1
CONCRETE CURB II N II cuxe 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C-C SECTION D-D GRATES.
BYLMANUFACTURER. TERNG MAY
WITH BUFFER STRIP 0
ADDITIONAL FOOT OFD. FER
DEPTH- GRATE DETAIL
WITHOUT BUFFER STRIA'
EIFICG-12 DETECTABLE WARNING SURFACE SREFERENCE" �VDOT STANDARD DROP INLET BREFIFGATION
ROM STANDARDS.. BRDGE STAARDS REFERENCE
TYPE B (PARALLEL) APPLICATION 105 SHEET I of I REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233
VIRGINIA DEPARTMENT OF TRANSPORTATION 502 D4.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
HALF PLAN VIEW j- -{- SEE ROAD PLANS
M17-1 MAX. 6'-0" MAX. 6'-0" GRIPPING SAL FOR RETAKING HR-1
X WALL THICKNES 41/y' O.C. Y4" NIPS PIPE PICKET WALL DETAILS.
,- ,y �R I�
4'/e" O.C. S/N" SOLID PICKET MAX. 8'-0".y�MM. 6'-0"
I IIRII-IIRII TII Ir r'R&N'A
DIAL SOLID STEEL SMOOTH �I T
I 2,-0„ �II II II STD ROD DMD(P PIPE OR
w
%..-13 USS FLAT
WASHER
HARDENED, TEFLON
COATED
SEE STMDARAD
SL-1 FOR APPLICABILITY OF SAFETY SLABS. B
S"-13 USS FLAT WASHER
WASHER SHIM
13
_w
4" MAXIMUM STUB HEIGHT
(21/2" RECOMMENDED HEIGHT)
STANDARD MI
NOTE:
THE TOP OF MASONRY IS TO BE LEFT
GRACE
FLANGE NUT
B LARGE
FRAME & COVER
SUFFICIENTLY LOW TO PERMIT PROPER
%"-16 x 31/a' GRAPE 8 HARDENED, TEFLON COATED
ADJUSTMENT OF COVER AND FRAME TO
FLANGED SHOULDER BOLT WASHER SHIM
GRAPE BY THE USE OF MORTAR OR
-
BRICK AS DIRECTED BY THE ENGINEER.
SLIP BASE BREAKAWAY PROFILE DETAIL
2•_0„
" FLAT WASHER
o
/2" - 13 GRADE 8 LARGE FLANGE NUT
w0
8"
2.52-
Cry
n
X
V1-
0
io
FLAT SLAB TOP AS DETAILED
MULTI -DIRECTIONAL COMBINATION
¢
"�
ON T-MH-2 MAY Bt
MCHOR/ SLIP BASE PLATE
=
FOR TAPERED
SUBSTITUTED FOR
(FOUNDATION B) OR
�-
_
J
R
L
SECTION WHEN APPROVED BY
MULTI -DIRECTIONAL COMBINATION
A
e
-;
•(FOUNDATION
THE ENGINEER.
ANCHOR/ SLIP BASE PLATE - SOIL
iY
F
C)
SLIP BASE BREAKAWAY DETAIL
0.3125" R
MINIMUM WALL
N
C
F
L
A �R
�A
THICKNESS
f- 6A1
IS 0.34"
O
4'-0"
MATERIALS:T R
TUBE RECEIVER -
NOTES:
S' GMGE f "'
SHAPING WI MANHOLE AND INLET INVERTS N ACCORDANCE FWITH IRED
ARAD A T
THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN
ON PLANS OR WHERE INVERT RE PIPE IS MOVE AVERT OF `\ TO INVERT OF GRADE BASTM
STRUCTURE. // OUTLET PIPE A572 GRADE SO _ (TYpR [ REDI-TORQUE MULTI -DIRECTIONAL BOLT ON SAE1035 STEEL
MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED 0
N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. // CA w FORGING SLIP BASE TOP FOR 21/2" SQUARE POST WITH
THE AVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A OT CAST IRON LOCKING WEDGE
PORTLRl1 CEMENT CONCRETE MIX CONFORMING TO ELMS Ai OR / 1�M•
CLASS C11 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE
UP TO 4' INDIAMETER ANDCONSIST OF STONE, BROKEN BRICK,
BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE .' i:x )'4" HEX
f::: • TOP POST RECEIVER/ 2):' )'°
SHALL BE EFT SMOOTH TE MEANS E HMO TROWELLING. NONE I I I HEAD
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED..•A•4•' FOR 2�2" SQUARE POST
4
- • 4 i
PETALS OF INVERT EACH AS SHOWN HEREON ARE FOR EXAMPLE pO ,X'
PURPOSES ONLY. EACH MANHOLE AR DROP INLET 5 TO BE SHAPED - - O
INDIVIDUALLY TO BEST FIT THE PARTICULAR INFT AND OUTLET Ir
T
NO ESQ v
CONFIGURATION AND FLOW LINES.
5
HEX - 13 THREADS Y4 /
SECTION
PLAN
B B
1. TIGHTEN THE TORQUE FREE BOLT USING THE LARGER) 'HEX HEM,
HEM
METHOD OF TREATMENT IN
MANHOLES
HEXTHE" HEMSEN THE RETGHTEN LTS BY THREE EACH TORQUE BOLT COMPLETETURN
THESSMAL ER iN USING THE 4'
EX HEM UNTIL THE Y." HEX HEM TWISTS OFF.
TORQUE FREE MATCH
PLATE HARDWARE
�V�T
STANDARD METHOD OF SHAPING
SPECIFICATION
REFERENCE
SPECIFICATION
REFERENCE
A COPY OF THE ORIGINAL SEAMED AND SIGNED DRAWING
SQUARE TUBE
IS ON FILE IN THE CENTRAL OFFICE.
SIGN POST
VDOT
ROM AND BRIDGE STANDARDS
MANHOLE & INLET INVERTS
FOUNDATION TYPE B
AND C DETAILS
ROM MD RIDGE STANDARDS
SHEET 1 OF 1
REVISION DATE
VIRGINIA DEPARTMENT OF TRANSPORTATION
302
700
VIRGINIA DEPARTMENT OF
TRANSPORTATION
REVISION DATE
NEW 01/15
SHEET 7 OF 12
108.08
1321,1G
MI//LICK-1'-C"T Ll X rrILL IrN.TKiiA
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
45-
MOUNDING
ELECTRODE-7 L I
ANCHOEXPANSION JOINTS AT
RAIL
Y. MAX. BOLTSR
4"
INTERVALS NOT EXCEEDING
(TYP.)P.I
B
30 FEET,
1
1'-3" POSTS :2" MIN. NIPS (2.375" O.D.) SCHEDULE 80 PIPE
2"
1�
RETAKING WALL RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE
MIN
J
EXPANSION JOINT PICKETS : i'4" MIN. NPS O.D.) SCHEDULE 40 PIPE
T. MAX.
00.05"
OR MIN. SOLID STEEL SMOOTH ROUND ROD
HR-1 TYPE II PEDESTRIAN RAILING
ANCHOR BOLTS
(FOR USE ALONG SIDEWALKS MD RAMPS)
SEE OMWAY LAPS Y' min 12"
OR TYPICAL SECTIONS I CONCRETE STEPS
FOR DISTMCE TO T/j' NPS SCHEDULE 40 PIPE POSTS : I'/," MIN. NIPS (1.90" O.D.) SCHEDULE 80 PIPE
SIDEWALK OR SHMED GRIPPING RAIL RAILS : 4/R" MIN. NIPS 0.90" O.D.) SCHEDULE 40 PIPE
USE PATH. GROUNDING
' „"" 2�/�, min ELECTRODE HR-1 TYPE I HANDRAIL
MIN. (FOR USE ALONG STEPS)
s5j/[y��S�OLD STEEL NOTES
HALF SECTION A -A OLM1ITH RQUEE RO 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL
(WITH FRAME AND COVER REMOVED) ASPECTS OF FABRICATION MD INSTALLATION OF RAILING,
CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE
BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL
BRICK CONCRETE SOIL CONDITIONS. 2" ANC OR BOLTS (FOR USE ALONG SIOI AND RASPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER,
MIN HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN
GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA
THE SIDEWALK OR RAMP GRADES ME EQUAL 2. ALL RACING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IK
NOTM EARTH FOUNDATION DETAIL TO OR GREATER THAN 5 PERCENT. GRIPPING ACCORDANCE WITH THE CURRENT ROM AND BRIDGE SPECIFICATIONS.
1. OUANTITES SHOWN ARE FOR MANHOLE (FOR USE WITH TYPE II& IIIRALINGS) RAIL WILL BE INCIDENTAL TO THE COST OF TO ACHIEVE A UNIFORM COATING ON ALL SURFACES VENTING MO
WITHOUT PIPES. THE AMOUNT DISPLACED THE RAZING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE
SHOP DRAWINGS.
BY PIPES MST BE DEDUCTED TO
} AL F T HERS SH BE IN ACCORDANCE WITH MEN A307
TABLE OF QUANTITIES
DEPTH
BRICK MANHOLE
CONCRETE
MANHOLE
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
CU. YARDS
CU. YARDS
4
0.5
0.785
1.437
5
0.7
0.755
1.B99
6
0.9
0.755
1.961
7
1.0
0.785
2.223
8
1.2
0.785
2AB5
9
1.4
0.755
2.747
10
1.8
0.970
3.009
11
1.9
0.970
3.455
12
2.2
0.970
3.517
13
2.5
0.970
4.A9
14
2.8
0.070
4.541
15
3.1
0.970
4.903
16
3.4
0.970
5.265
17
4.0
1.173
6.032
INCREMENT
0.45
OBTAIN TRUE QUANTITIES.
ASTM AA5563, AND ASTML F844. ALL ANCHOR BOLTS SHALL BE •IN
2. A BASE THICKNESS OF 9' WAS USED IN
MAX. 6'-0" MAX. 6'-0" SEE ROM PLMS
ACCORDANCE WITH AMHTO M314, GRADE 36.
COMPUTING CONCRETE QUANTRES.
41/j' O.C. Y'4' NPS PIPE PICKET 4" FOR RETAINING
4. A CHEMICAL MCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL
41/a' O.C. S/L" SOLID PICKET 4" WALL DETAILS.
LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL
3. INCREMENTS TO RE ADDED FOR EACH
BE INCLUDED IN THE SHOP DRAWINGS.
ADDITIONAL FOOT OF DEPTH.
5. POSTS SHALL BE MITERED TO MATCH GRAPE OF RAMPS, SIDEWALKS,
AND STEPS.
4.MATERULS MAY BE BRICK,CONCRETE OR
APPROVED CONCRETE MANHOLE BLOCK.
6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS MD STEPS.
7. ALL POSTS AND PICKETS SHALL BE SET PLUMB.
S. IF BLOCKS ARE USED THE MINMIN
THICKNESS OF SAME IS TO BE 5".
n
B. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED.
OTHER THICKNESSES ARE TO CONFORM
GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE
TO WALL THICKNESS SHOWN FOR
WITH Si'D. FE-8.
CONCRETE.
9. COMMERCIALLY AVAILABLE RALINC SYSTEMS MAY BE USED IN LIEU
OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM
S. ALL CONCRETE TO BE CLASS M.
ANCHOR
THE MANUFACTURER (FYI THAT PROJECT T
E MANU AC URER VERIFYING ROJEC REQUIREMENTS ARE
RAIL EXPANSION JOINTS AT BOLTS
MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE
7. WHEN SPECIFIED ON PLANS THE
INTERVALS NOT EXCEEDING 3" MAX.
INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN
INVERT IS SHMED IN
30 FEET.
ACCORDANCE WITH NOTE 1.
E IT
ACCORDANCE WITH STANDARD IS-L
1'-3" POSTS : 2" MIN. Nx5 (23]5" O.D.) SCHEDULE 80 PIPE
10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF
THE COST OF FURNISHING AND PLACING
RETAINING WALL RAILS :2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE
THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
ALL IOINCLUDED �NTTHE
EXPANSION JOINT PICKETS : i'i" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE
11. THIS HANDRAIL IS TO BE USED ONLY M A PROTECTION FOR
SHAPING $ALTO BE BR)
PRICE FOR THE STRUCTURE.
OR s "MIN. SOLI. STEEL SMOOTH ROUND ROD GROUNDING
PEDESTRIANS MD SHOULD NOT BE PLACED IN MY LOCATION
ELECTRODE
HR-1 TYPE IIIBICYCLE RAILING
WHERE IT MIGHT BE SUBJECT TO MY VEHICULAR IMPACT.
FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD
(FOR USE ALONG SHMED USE PATHS)
BE USED.
IFICATION �VDOT SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. �VDOT
ERENCE MANHOLE FOR 12" - 4811 PIPE CULVERTS 105 1
ROAD AND BRIDGE STANDARDS REFERENCE STANDARD HANDRAIL ROM AND BRIDGE STANDARDS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 238 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1
106.01 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05
V CRAIG W J. KOTARSKI
Lic. No. 0402048507
4 1. 4/ 28/ 21 owl
M E
CD O
01
N Vi
N C
> >_
N E
ULJ
(A
Lu
?
LL 3
W O
Q
M
'L
_j
z
U
U-1 J - vT
O
o r
Ci
1
(J MI
.a.
h
of
C)
�O �x
OC Gi ILL
W
GZS
LE) = N
U
z
C)
= ¢ �
~
J
C
EN
FN
>
M
Cif
p
Cl-V
Q
CD U-1
UD H
j
W
(l
c
2
M
O
C)
=
(A
(D
>
UI
Q
>
W
N
W
U
Q
0
M
z
O
(n
DATE
>
0
112112020
}
DRAWN BY
A. FONTAINE
DESIGNED BY
A. FONTAINE
CHECKED BY
C. KOTARSKI
SCALE
N/A
Oa
J m
W
W
0
L
0
W\
0
FL
O
C
m
o
73
N
0
N
n
Q
/1
0
`
> /y
J
I..V }
9
A
LU D
U
> p
I 1 1
�I..I
0
w
CL
c
`0
Ow
J
,, xx
W
N
3
U Q
a
,^ 2
Vl Lu
W
O
1-
C C�7
Q Q
O
P GO
Z
n0
O
m
O
zc OR
N C
O
a0
O c
In 3
N
Z m
a
Q
0 a
0
F
O L
z
T �
L O
=_
2
CL
N W
O >
m N
� rn
IL X 0.0
016
5 ?
d 0 m c
m U
C O
EC
N
06
'CO
c
�a
10 a
v0i co
JOB NO.
m
44493
m O
C U
SHEET NO.
o. O
C1.1
m E
4"
40j
�10
- �
EXPANSION JOINT WITH
PREMOLDED EXPANSION 1/4"SEALANT
EX/STGRAD METAL INSPECTION FRAME W/SOLID LID
(NEENAH R-19750R EQUIVALENT)
TOP OF CURB R=2"
a��T
�g
�'Ni�T
FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH
EQUIV., SEAL WITH WWF 6X6 W2.9XW2.9
SILICONE SEALANT
3"CONCRETE COLLAR
RUSHED STONE BEDDING
\ \ "
\ \ \
61
C�
1
O
V CRAIG W J. KOTARSKI
2"
.`.°
Lic.No.0402048507
10" 3,000 PSI AIR ENTRAINED PORTLAND
a`e CEMENT CONCRETE
\// /� /
SURFACE ::
\ � � '° "
��O 4/28/21 4kQ
�'S C.
PLOFLINED
ri
18" ��/�/ .<
//�//�
SIOt7AL
NAL 1
6" TYPE 21A STONE COVER
BASE
ME
j \\� j��\\ COMPACTED SUBGRADE (CBR 11.2)
CLEANOUT DETAIL/j�/j�
No Scale
VDOT A-3 CONCRETE
O
N o
N
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
SUBBASE
N
SIGNAGE NOTES:
n �r
w E
-
CONTINUE 21B STONE BASE
H W v�i i
a LL o 3
Z
UA
Z
Lu
HEAVY DUTY CONCRETE SECTION
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
FROM ADJACENT PAVEMENT
o U. -
v1
~
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
SECTION UNDER CURB
W t M
O
O
No Scale
REVISION THERE TO:
v
w
zo
U
U
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
VDOT STANDARD CG-2 CURB
.J.
d > o n°
0
2
2
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
cn W w M
a
>
OV
>
OV
ti
OU
No Scale
CONTROL DEVICES.
C N x
N
W
W
SIGN
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
it
w
°�
`�+
i
O
STD. U POST
SPECIFICATIONS.
D. THE 2000 INTERNATIONAL FIRE CODE.
°/
_ °�
z
O
O
r
U
GALVANIZED
2" R
F U> M
O
Q
Q
W
a
2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
(�4„
o N
>
''
�'
tOn
3
Z
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
I
T M
�
W
W
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
d . _ a CONC CURB AND GUTTER CLASS 3A,
o
Q
Q
2
2
Q
NOTE 1 ABOVE.
a
\� (fc=3,000 PSI) CONCRETE
�
a
a
p
O
U
/ 6"
»UU¢
61
3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND
\/ 8 - a 1":1' ��
�����
W
W
W
W
W
INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
13" \ ° Qa °-
M
2
2
2
2
Z
REFER TO VDOT STD STP-1 DETAIL
FOR MOUNTING REQUIREMENTS
a
�j ° : a a ° ° .a . a a ,. 7"
° ° a °
0
(D
00000
W
W
W
W
W
SOLID WHITE LINE 24"
STOP (TYP,
a
// a ° -
�° a s
�
4"MIN.
wwnn
w
\\\\\
12'
=
Q
N
N
\
N
�\ �\ �\ �\ \ �\ . \ �\ �\ �\ �\ �\
a
III
STD. (VARIES)
6" 6" 2'-0"
z
—III
R1-1
CONTINUE 21B STONE
0
�n
DATE
STOP BAR DETAIL
COMPACTED BASE FROM ADJACENT
>
SIGN AND POST DETAIL
NOTE: STOP SIGNS TO BE 30" WITH
SUBGRADE PAVEMENT SECTION
112112020
HIGH INTENSITY SHEETING NO SCALE
UNDER CURB
No Scale
DRAWN BY
RESERVED RESERVED
A. FONTAINE
VDOT STANDARD CG-6 CURB & GUTTER
PAAKNG PARKING
SOLID WHITE LINE
•
•
DESIGNED BY
A. FONTAINE
2" R
No Scale
TOP OF CURB 25
1" R7
•
CHECKED BY
.-.
4
P�ALTY
P��dFRtE
6'
2" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
•
C. KOTARSKI
THE DEPTH OF CURB MAY BE
i
'. >...'' ,
$ 00 - 550$M - $500 RE
SCALE
A MINIMUM OF 13" AND A
MAXIMUM OF 19"
- SURFAC.E::
TOW AWATOWAWAYZONE
2, 2,
8" TYPE 21-B AGGREGATE SUBBASE COURSE
N/A
(TYP.) (TYP.)\
VAN
VDOT A-3 CONCRETE
BASE
°':`'
F ABOVE AOCESBELE 6' ABOVE
FINISHED FINISHED
COMPACTED SUBGRADE
STRIPING AND SIGNAGE DETAIL
GRADE GRADE
(PER GEOTECHNICAL REPORT)
Z
No Scale
'
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR
LI..I
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING
4" MIN.
CONTINUE STONE BASE
SUBBASE
SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)
........................ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
ELLLD
G
FROM ADJACENT PAVEMENT I
WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
12" MIN
� �� �� ���
0-
SECTION UNDER CURB I�6"7"�
BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
ALUMINUM. COLORS: GREEN BORDER &
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
III
RAIL(,,.5" IAGALV. �P')
OJ
ui
>
DUTY ASPHALT PAVEMENT SECTION
VDOT STANDARD CG-3 CURB
ILIIGHeT
No Scale
WHITE BACKGROUND.
2' 10"
W
EXP. (TYP.)
2" ASPHALTIC CONCRETE SURFACE
2'-10" JOINT
-' COURSE-SM-9.5A
Q
PARKING SIGNS FOR THE DISABLED
12" MIN FINISHED
3" INTERMEDIATE BASE COURSE - BM25.OA
0
OVERLAP 6" TYPE 21-B AGGREGATE
No Scale
(TYP.) GRADE
12"
0 0 0
ui
\
/_
FABRIC 8" MIN. o o BASE COURSE
CONCRETE BUMPER BLOCK CONCRETE BUMPER BLOCK
(TYP-)
8" TYPE 21-B AGGREGATE SUBBASE COURSE
0
/
WASH
(Y)
8„ COMPACTED SUBGRADE
AS NOTED ON C4.0 & C4.1
ANCHOR IMBEDDED 24H IN8" REBAR GROUND HANDICAP SIGN
'/2 R
�\
VDOT#57 FILTER FABRIC WRAP
STONE 12" MIRAFI 140N OR EQUIV.
LOCATION (VAN)
HANDICAP SIGN
(MAX) "
.8". 5
COMPACTED SUBGRADE
GEOTECHNICAL REPORT)
;
}
J
4" DIA. PERFORATED
LOCATION (TYP.)
11
FINISHED
GRAD
(PER
z
la —
PVC PIPE
2 2 2
a
EXP. CONCRETE
JOINT
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
w �
O
LL.I
o� o
- ' #3 REBAR (12" O.C.)
> U
Q
DENOTES GRAVEL SECTION ON PLANS
0 0 o
EOP FACE OF
CURB
PAINTED /
1/8 WASH
~ ° .: 5"#57STONE
°.
w
O _1
C6
HEAVY DUTY ASPHALT PAVEMENT SECTION
PER 18' 18'
8"
U �
Cn
No Scale
VDOT 4"
4 SPEC. PAINTED
+
�r .
, ^
V 1 CO
~� J
w
GRAVEL SECTION
STRIPE
°
1'-O" (2) 95 REBARS, BOTTOM CONTINUOUS,
LAP 2'-2" AT SPLICES
Q
O
No Scale
(TYPICAL)
8' 5' 8' 8' 8' � 1
a NOTES:
" 1. FINE BROOM FINISH ALL STAIRS.
NON -SLIP BROOM FINISH
Z
TYPICAL VAN
1,�„ COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED)
4" DIAMETER STEEL
ACCESSIBLE ACCESSIBLE
3. SEE PLAN FOR RISER HEIGHT
7
Z
PIPE FILLED WITH
CONCRETE. BOLLARD
HANDICAP SPACES REGULAR SPACE
O
SHALL BE PAINTED
TYPICAL PARKING SPACE DETAILS
EXTERIOR STAIRS WITH HANDRAIL
VARIABLE WIDTH'
MAX. CROSS SLOPE2%
YELLOW
No Scale
No Scale
4
e.: PAVEMENT
1.5%2" BITUMINOUS CONCRETE SURFACE
COURSE - SM-9.5A
2' FROM
EP
2'-O" DIAMETER
CONC. FOOTING
7-1/2"
6' LENGTH
�j�/' 4" 3,000 PSI AIR -ENTRAINED
CONCRETE
O
a. a 6''
5
LLL COMPACTED SUBGRADE 4" TYPE 21B STONE COVER
LL
EP
EXISTING
AGGREGATE BASE
ANCHOR WITH %8' REBAR
IMBEDDED 24" IN GROUND;
/
5
COMPACTED
SUBGRADE
2 PER WHEEL STOP
3.5'
MILL AND OVERLAY SEQUENCE:
REMOVE EXISTING ASPHALT .COMPACT AND/\\//\\//\\////\\//
ROLL TEST EXISTING BASE COURSE. THEN
PLACE
//\/\ '///\/
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
—
JOB NO.
NEW ASPHALT SURFACE.
ACCORDANCE WITH VDOT STANDARDS.
44493
BOLLARD DETAIL
CURB TRANSITION DETAIL
MILL AND OVERLAY PAVEMENT SECTION
PRECAST CONCRETE WHEEL STOP
CONCRETE SIDEWALK PAVEMENT SECTION
SHEET NO.
C1.2
No Scale
No Scale
No Scale
No Scale
No Scale
0
d
0
3
D
00
oX
z
n0
o 2
c
E
a
c m
m
D
0
rr �
0 3 Z
z„
0
22
F a,
0
2§
n
2 Y
N
X0.0
C
N t'j
gh
C
0
d `o
E
S�
o �
a c
Mc
10 a
0
� o
0�
a
c m
m c
N o
C p
N
n8
N N
� E
AlbemadeCounty • Hydrant Flow
Date of Report
/Brant
Service Authority
8/15/2019
Ong"°""E"Faing c-'� Test Report
IBRSNInap Road Challolteswlle.VA2291f (431)9y/-4511
Lokatipr� DISCOVERY DR
Date and Time of Test 8/15/2019 10:13:00 AM
Minutes of Flow 2
Pipe Size (Inches) 8
Pressure Hydrant 11913
Static Pressure (psi) 109
Residual Pressure (psi) 96
F-J Q20 Looped ❑ Q20 Multiple Inline Hydrants V Q20 Single Flow Sprinkler Test Single Flow
Flow Hydrant #1 11894 Pitot Pressure #1 (psi) 50 Yellow 1 V Test Flow 1 L 1190
Flow Hydrant #2 Pitot Pressure #2 (psi) Yellow 2 ❑ Test Flow 2 11 0
Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 0
Total Estimated Flow (gpm) 1190
AW WA Q20 Calculation (gpm) 3362
(Value of zero in Q20 indicates insufficient pressure drop for calculation)
Comments
Hydrants opened all the way
For method of calculating pilot flow with a red Pollard diffuser: see eq. 13, Walski and Lutes article 1990 Journal Management and
Operations AW WA. For yellow Pollard diffusers, a best fit third order polynomial equation of the Pollard flow vs. pitot pressure gauge is
used.
Estimated Consumption (gait a 9380wilesse
For use for water audit
Signature of Tester:
o
Legend
�
°
1672 CSA Hydrant
nService, Ownership
- Not In Service, ACSA Owned
Not In Servce, Private Ownershi
5�__.-��. In Service, Private Ownership
1176 In Service, ACSA Owned
ACSA Fire Line
WSA Water Main
CoUtility Type
- Flow Hydrant �" _ ` �=� 1470 • - Potable Water
D
W =-- Raw Water
-, _
ya Static Residual Hydrant_
-_ 1191 j
_ C. •�. _ -
e 1176 o -
- o -
-_att-
_ L
- -
-00
!1
� WP
CO
II I
I
SS6S80 11.
I .
,: I I
, LIB
SSq 1 ,I I I Ili V I
IIo- P'I
I I s I S'-^S36
1600 r
'o ,III m
I' I I :I N` l a I ITy I htio ytia
1610
Utilities, structures, lot lines, and all appurtenances indicated on this map are intended for general iN
layout and reference location only. This printout is not intended for any other use than for preliminary
planning and general location purposes. The Utilities shown on this map are believed to be accurate,®$y'�'(1/1/��'�\7
u
-° ,. .�� II
" Albemarle Cwd
time of this printout. Any determination of topography or contours, or any depiction of physical W S
however, recent utility improvements and/or system changes may have been updated since the �""
Improvements, property lines or boundaries is for general information only and shall not be used for the
u u C
Service Authority
design, modification, or construction of improvements to real property or for flood plain Belem ination. S
II
ComactACSA directly for specific utility locations.
Aerial Imagery 0 Commonwealth ofYrginia 0 60 120 180 240
Planners: Data Property of County of Albemarle Feet
ACSAStaR MMIDDY20Y1'
FIRE FLOW TEST REPORT
No Scale
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
a" e" INITIAL BACKFILL 8" IN 9"
MIN MI . IN. MIN,
6" BEDDING
#68 STONE
is 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 4
UNSTABLE
SOIL\ MIN MIN. _y MIN MIN
g STONE
GRANULAR FILL AS O
-UAPPROVED BY ACSA
�S IA I J CI(a STABLE SOILOR ROC\
NOTE:
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NIS
FIG. W-2
TD-2
A
xl t
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL
SIZE
OF
(FEET)
CII
FEE
CI1.YD.
BEND
L
H 7T
L
IH
T
90
2.50
2.50
3.11
0.24
4" &6'
45
2.00
2.25
2So
0.15
20D
225
2.50
0.15
221/2
1.50
2.00
Z.0.10
11 1/4
1.50
2.00
25D
0.10
90
3.66
3.16
3.21
0.48
45
2.66
2.66
277
0.28
8"
221/2
1.66
2.18
269
0.13
3.16
291
2.66
0.32
111/4
1.66
2.16
267
0.13
BO
4.83
3.83
3.42
0,83
1o• 8 1Y
45
3.33
3.58
2-95
0-43
3.8.3
4.00
2B3
0.52
22 1/2
2.33
2.58
286
0.24
111/4
1.83
233
284
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 A SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
FIG W-3
mt
- FOR BENDS 8" dr 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
J-
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT.
BEND
FIZE
A
1 13
1 C
D
E
F
V -
1'-
2'-J
2-e
1'-
2-Ir
1 Ile
6'
2-
3'-0
2' 11'
111
211
1 4'
11 1/4'
1a'
2
3'-9
2'-6^
2'-0
SI
2
fi
?-
4'a'
3'-O'
2'-3"
3;:F
Y
1•'
y
5-8'
]'-3'
3'-0'
4'-6'
T 1
4• - •
218
3'-O
2-6^
1-6
V-S'
1 1 4'
II'
3'-
VI
2'-e'
2'-6^
3'-3'
2•
III 1/2
10'
W-0
T-0
2'1
31
2-
12'
1
31
4'-3
2
18'
a'-0
Y-6
31
4'-0'
51
1 '
4--f
S-3
S'-
2 1 4
B'
3'-•
8'-
S'
X
S
2 1 a
48'
10'
4'-
T-
3'-0
4'-J
5-
2 1 4
12
5'
6'-
e'-0
2 1/2
11Y
8'-•
H'-
9-
6'--Mr-3-12
1
CHART FOR UPPER
VERTICAL BLOCKING
3" THREAD
B
�L
SECTION
NOTE' BOLµTS TOO FACE CENTHOOK EROFOFF BLOOCKOF S�OR
CONCRETE BLOCKING FOR
UPPER VERTICAL BENDS
N.T.S.
FIG. W-3A
R1-4
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
QTHE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN 7 TO IV(2701
18•-22• ALVE BON
7 CU. FT.
gfi8 STONE
42"MIN 8' GATE
•".) VALVE
TEE
2500 P.S.I. CONCRETE s \�-aul 'Y
BASE AND THRUST :'ilf°I�•,
BLOCK AGAINST ,
UNDISTURBED STABLE
SOIL. STEEL PILE
WHEN THE SOIL IS DISTURBED OR 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. 2 MAINTAIN DAV3E1/2'OMIN. DOVERLES NTH RAVEL AND KEEP E FROM THE MAIN TO THE IRE 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
1' C PRE M " 3/4' MALE PI
OR APPROVEM MU&
IL
NOTE:
NO SWEATED RTIINGS
DUAL SERVICE
SINGLE SERVICE
NOTE:
1) SADDLES SHALL RE USED ON PVC PIPE,
[ 38" MIN.
fn 1/8 egcouituee / , ys_
O
Fol
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERMCES OR DUAL RESIDENTIAL
1D AND IRRIGATION SERVICES.
I
2'
R
" ^MAPREBSI IN A 31e MANE PRE COUPLING
PROM E III
MR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
CAST IRON Up
�F'a'SHED GRADE
/-CONPfARARON SrCP
p° i)--NRECd! AS
NECESNARY
NANO OR DUST UNDER
60AWM
I•-.
j"h1T{iW�I1M
tx',4f�f..,n
4`f`'y;1 4' DIAMETER DRANI PIPE 12'
4K�$ SPEC.
1WQ01E532-INpI
l
ayI:LR 203, NQ STEA0 GATE
TYPICAL SERVICE
LATERAL INSTALLATION
(5/8"
& 1"
METERS)
NIS
FIG. W-6A
TD-8 TD-10
PLACE 5' GALVANIZED • WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
o
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
1
TO HIGHWAY DEPARTMENT APPROVAL
FINISHED GRADE
o
a.
(�
-
I ADJUSTABLE TRAFFIC RATED
II VALVE HOX W/ LID
II
z
u
e-
Z N
7
M.J. GATE VALVE
WATER
LINE
lA b
1
2500 P.S.I.
CONCRETE
2'z 2' BEARING AREA.
THRUST BLOCK
:,4
a.
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
TD-9
,
T-T_
CRIMP AND ROLL END OF COPPER PIPING
T 42" MIN.
REMAINING COPPER PIPE TO BE VERTICAL
24" MIN,
SHUT-OFF CORPORATION STOP
TYPICAL SERVICE TAP ABANDONMENT
NIS
FIG V-6B
COVER LIFT NOTCH
12 3/8•
WATER
CAST IRON LID
18" METER BOX
6" EXTENSION
PIPE SLOT
(2 PLACES)
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"1 METERS)
NITS
FIG. WL7
TD-13
METER SIZE
DIMENSION
A
DIMENSION
H
DIMENSION
C
1 LB'
3'1'
S'0'
31
e'
3' '
51
318,
5'
4'
S' MIN.
1P' MM
'
GREATER
THAN 4'
pROPOSRLS WILL HE SUBMITTE➢,
SIDE VIEW
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN
LARGER THAN 5" IN ANY
DIMENSION
I
INITIAL BACKFILL•
(6"LIFTS)EMBEDMENT*THOROUGHLY
48-MIN
COMPACTED
SPRING LINE
YHANDORAPPROVED
OF PIPEMECHANICAL
TAMPER
HAUNCHING
NO. 68 STONE
BEDDING 6" max
4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
B
DOIR HDAGES
r----- ----------T
I
I
DIAMETER DRILLED
HOLE TOUCH READ
I
I
LIMITS,FOR
I
I
I
I
TOP VIEW
I
I
3• DIAMETER FLAT
I
I
BEARING SURFACE
UNDERNEATH
LIFT HANDLE
L-----------
B4' X 3G'
------
ALUMINUM ACCESS
HATCH
TYPICAL METER VAULT
NITS.
FIG, W-7A
rD-14
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NIS
FIG. S-3
TD-34
'E
F
tv E
N
to
E ow n
p
U
N a E
w
N�
(`y c E 5o x F u�EE O
SIC:sm E •N..''All
0 W
g E Lil-5-Li d
3EyEA 6 �
nO E
fiE m
F4 n
'E
O
FS
$E $E€ AT w
€7 4 N
Na Nj Nq W rC., Ma W
e•i u 6
LL
O O
TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG S-I-D
TD-31
V CI IG W. J. ICOTARSIQ
Lic, No. 0402048507
lir 4/ 28/ 21 ok
M E
0 o
�
N Vi
N C
> E
0 i_
a 3
?
LL o 3
0
O
L M
O
a_jUao
z
U
d__U
o M
C)Ia-I
..
(D LU
J
III-w
O
�0U)X
U)
oa Lit.
was
o
�
to X Iu N
U US
z
Q
= ¢ L
U)
J
C
0
>
M
of
p
V
AZ
� l-
j
W
Q.
ce:�
2
0
a
C)
(7
]
0
W
cIf
>
w
N
w
U
Q
M
z
0
(!l DATE
112112020
0
DRAWN BY
A. FONTAINE
• DESIGNED BY
• A. FONTAINE
• CHECKED BY
• C. KOTARSKI
SCALE
N/A
ui
0- a
c
0 a
J an
Wc
0
ui =
m
0 3
m
N
0 0
FL
W\
a
C
N
ceH� o
LL
m
N
J
0 m
n
Q � /'1 0
(J J �
> J_
s
W z ~
I r l n
>p LLJ c
�oo
Ow ,, xx m
(� 3 _j W
r / U LU cn c
2:a
(� w Wo
o ((D
0 Q O EU)
00
o 2
1 Z e6
z
E,Z n,,
m
m
0
O
c
O 3
N
Z m
Q O�
� a
I
Q 0 N
O
z �_
o '§
6
O an :2an
yvro
LIL. X C
0.0
t. ?
or
\ m C
w U
`o
0 c
or
o �
�alc
10 a
JOB NO. Wai o
wB
m
44493or
N
C 0
SHEET NO. n o
C1.3 = E
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS7TAKE OFF)
NYLOPLAST 12" DRAIN BASIN: 2812AG _ _ X
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
RED. SAME AS MIN. SUMP)
WATERTIGHTJOINT
(CORRUGATED HOPE SHOWN)
(4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE:
4'- 12"FOR CORRUGATED HOPE (ADS N-12/HANCOR DUAL WALL,
ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
1- GRATES50LID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 705005,
WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT D
2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7GW45 NYLOPUSTIT
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO FLAN DETAILS. OR POSSESS
RISERS ARE NEEDED FOR BASINS OVERW DUE TO SHIPPING RESTRICTIONS 7PANSFER,O
SEE DRAWING NO.7001-110-065 TECHNICAL I�
4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTI�
ASTM D3212 FOR CORRUGATED HOPE (ADS N-12MMOOR DUAL WAIL), CONTAINED IF
N-12 HP, & PVC SEWER. ARTICLE HER
5-ADAPTERS CAN BE MOUNTED ON ANY'ANGLE 0' TO 350°. TODETERMINE MINIMUM IS FORBIDDEP
ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012. PERMISSION
(5) ADAPTER
ANGLES
ARIABLEO'-38C
ACCORDING TO
PLANS
18' MIN WIDTH GUIDELINE
8' MIN THICKNESS GUIDELINE
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO.7001.110.111 FOR NON TRAFFIC INSTALLATION.
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. BASED ON
MANUFACTURING REQ.)
;4'MIN
GRATEOPTIONS
LOADRATING
PART#
DRAWING#
PEDESTRIAN
MEETS H-10
lM9CGP
7001-110-202
STANDARD
MEETS H-20
1299CGS
7001416216
SOLID COVER
MEETS H-20
1299CGC
7W1-110-204
PEDESTRIAN BRONZE
NIA
1299CGP8
17001-910-ZO6
DOME
NIA
1299CG0
7001-110208
DROP IN GRATE
LIGHT DUN
1201DI
7IX11-110421
1201 DI
APPROX DRAIN AREA =39.75 SO IN
APPROX. WEIGHT =16 LEIS
N�LOI LAST
�b
1a3
y
/ 1 a
o 0
?P
01425 OVCT 1 LE 10.0d
I
1.25
011.64
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNBY AWA MATERIAL 313OVERONAAW
DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518
GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOTCONFER DATE 3.540 TAT } PHN(M)9U-2443
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TRANSFER OR LICENSE THE USE OF THE DESIGN OR Nyto last FAX I1101932.2490
TECHNICAL INFORMATION SHOWN HEREIN ✓ TU .nyloplast-us.com
PAINT: CASTINGS ARE FURNISHED WITHA BLACK PAINT REPRODUCTION OF THIS PRINT OR ANY INFORMATION REVISED BY EBC PROJECT NO.INAME
SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY TITLE
CONTAINED HEREIN, OR MANUFACTURE OF PINY DATE 4.13-fl 41N DROP IN
ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
JUSTICE, 28 CFR PART 36, IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. mm NYLORAsr END SIZE A SCALE 1:6 SHEET 1OF1 DWG NO. 7001.11M21 REV D
1299CGC
APPROX. WEIGHT WITH FRAME =39.90 LBS
LIC=SE
356
H \�
NYLOPLAST 13.56 +
13.38
DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE
ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 3051E
DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-M6 DUCTILE IRON } PHN (770) 932-2443
GRATE MEETS H-20 LOAD RATING TRANSFER OR LICENSE THE USE OF THE DESIGN OR Nylo last- FAX (7ID)932-2490
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 705005 TECHNICAL INFORMATION SHOWN HEREIN REVISEDBY EBC PROJECTNO.INAME TU .nyloplaalas.com
REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
PAINT: CASTINGS ARE FURNISHED WITHABLACK PAINT CONTAINED HEREIN OR MANUFACTURE OF ANY DATE 3-1&10
LOCKI NG DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE H EREFROM, FOR THE DISCLOSURE MOTHERS 121N SOLID COVER ASSEMBLY
7001-110-033 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. =10 NYLa DWG SIZE A SCALE Ull SHEET 1OF1 DWG NO. 7001-110.204 REV C
NYLOPLAST 15" DRAIN BASIN: 2815AG _ _ X
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS7TAKE OFF)
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
RED. SAME AS MIN. SUMP)
(5) ADAPTERANGLES
VARIABLE 0' -360°
ACCORDING TO PLANS
(4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE:
4"- 15'FOR CORRUGATED HOPE (ADS N-121HMCOR DUAL WALL,
ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35).
PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC
WATERTIGHTJOINT
(CORRUGATED HOPE SHOWN)
1- GRATESISOUD COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7G50-05,
WITH THE EXCEPTION OFTHE BRONZE GRATE.
2- FRAMES SHALL BE DUCTILE IRON PERASTM A536 GRADE 705005
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO.7001-1104M
4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FORCORRUGATED HDPE (ADS N12MANCORDUAL WALL),
N-12 HP, & PVC SEWER
5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE D' TO360'. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012.
(1,2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION.
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
- CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6"MIN. BASED ON
MANUFACTURING RED.)
4' MIN
GRATE OPTIONS
LOAD RATINGM15�CGS
PART
DRAWING#
PEDESTRIAN
MEETS KID
7001-110-2W
STANDARD
MEETS H-20
7001-110.21MSOLID
COVER
MEETS FHO
7001-110
PEDESTRIAN BRONZE
WA
7WI-110210
DOME
WA
7001410211
DROP IN GRATE
LIGHT DUTY
70014104M
NYLOPLAST DRAIN BASIN WITH STANDARD GRATE
MINIMUM PIPE BURIAL
\
DEPTH PER PIPE
(3) VARIABLE INVERT
HEIGHTS MANUFACTURER
AVAILABLE: (ACCORDING
TO RECOMMENDATION
PLANSITAKE
OFF) (MIN. MANUFACTURING
(5) ADAPTER
RED. SAME AS MIN. SUMP)
ANGLES
VARIABLE 0°-360
ACCORDINGTO
PLANS
(4) VARIOUS TYPES OF INLET & OUTLETADAPTERS
AVAILABLE: 4'.36" FOR CORRUGATED HOPE
(ADS N-121HANCOR DUAL WALL, ADSMANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX SDR 35),
PVC DWV (EX: SCH 40). PVC C900IC905,
CORRUGATED & RIBBED PVC
WATERTIGHTJOINT
(CORRUGATED H�OPE��� SHOWN)
1 - 8'-30' STANDARD GRATES SHALL BE DUCTILE IRON PERASTM ASM
GRADE 70S005.
2- 1T - 30'FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 705005.
8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE
USEOFAPVCBODYTOP. SEE DRAWING NO.7001-11000.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING
RESTRICTIONS. SEE DRAWING 40.7001-11MI15.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HOPE (ADS N-1PIHMICOR DUAL WAIL),
N-12 HP, & PVC SEWER (4"-3n.
5 . ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-1 1G 012.
8 - 12'.30' STANDARD GRATES SHALL MEET H-20 LOAD RATING.
7 - 8' & 1D' STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS
ONLY, NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.
18' MIN WIDTH GUIDELINE
8' MIN THICKNESS GUIDELINE
(6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING N0.7001-110-11, FOR NON TRAFFIC INSTALLATION.
4'MIN ON 8"-24" (3) VARIABLE SUMP DEPTH
6" MIN ON 30' & 36" ACCORDING TO PLANS
(6' MIN. ON 8" - 24",1(" MIN. ON 3T
& 17 MIN. ON 36"
BASED ON MANUFACTURING RED.)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
8'-36" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
NYLOPLAST DRAIN BASIN WITH DOME GRATE
(1, 2) INTEGRATED DUCTILE IRON
GRATE TO MATCH BASIN O.D.
0
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANSlTAKE OFF)
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLETADAPTERS
AVAILABLE: 4" - 36" FOR CORRUGATED HOPE
(ADS N-121HANCOR DUAL WALL, ADSMANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHTJOINT
(CORRUGATED HOPE SHOWN)
1 - III -30' DOME GRATES SHALL BE DUCTILE IRON PERASTM A538
GRADE 705006.
2 - 8' & 10' DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
OF A PVC BODY TOP. SEE DRAWING NO.7001-110D45.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING
RESTRICTIONS. SEE DRAWING NO.7001-110085.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HOPE (ADS WIZMANCOR DUAL WAIL),
N-12 HP, & PVC SEWER (4"-SIT.
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-11U012.
6 - 8'-30' DOME GRATES HAVE NO LOAD RATING.
(5) ADAPTER ANGLES VARIABLE
0° - 360' ACCORDING TO PLANS
4' MIN ON 8'- 24"
6" MIN ON 30" & 36"
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8' - 24', 10' MIN. ON 30-
& 12' MIN. ON 36"
BASED ON MANUFACTURING RED.)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
8"-38' CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
MINIMUM PIPE BURIAL
DEPTH PER PIPE
(3) VARIABLE INVERT HEIGHTS
MANUFACTURER
AVAILABLE (ACCORDING TO
RECOMMENDATION
PLANSTTAKE OFF)
(MIN. MANUFACTURING
51 ADppTER
(5)AD
REQ, SAME AS MIN, SUMP)
ANGLES
VARIABLE O'-3N
ACCORDING TO
PUNS
(4) VARIOUS TYPES OF INLET & OUTLETADAPTERS AVAILABLE:
4"- 24"FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL,
ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900IC905, CORRUGATED & RIBBED PVC
WATERTIGHTJOINT
(CORRUGATED HOPE SHOWN)
1. GRATESISOLID COVER SHALL BE DUCTILE IRON PERASTM AS GRADE705095.
2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70500E
3 - DRAIN BASIN TOM CUSTOM MANUFACTURED ACCORDINGTO RAN DETAILS.
RISERS ARE NEEDED FOR BASINS OVERM' DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO.7001-110485
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12JHANCOR DUAL WALL), N-12 HP
&PVCSEWER
5 -ADAPTERS GAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPERS SEE DRAWING NO.7001-110012.
18" MIN WIDTH GUIDELINE
8" MIN
TRAFFICLQADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO.7001-110.111 FOR NON TRAFFIC INSTALLATION.
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(8' MIN. BASED ON
MANUFACTURING REQ.)
4"MIN
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
GRATE OPTIONS
LOAD RATING
PART
DRAWING#
PEDESTRIAN
MEETS H-10
2499CGP
]1101-110,218
STANDARD
MEETS H-20
24111
7921H 0-212
SOLDGOVER
MEET5 H-20
2499CGC
7001-116218
DOME
NIA
I 2499CGD
7001-11G419
DROP IN GRATE
LIGHT DUTY
I 2401DI
1 7001-HM75
2499CGC
APPROX WEIGHT WITH FRAME=138.00 LBS
1.50
3.04
O O
O
O
NYLO
O
O
0
I
O
0
�
�
+
-
�
i
D
O
I
O
DUCK IRON
O
O
024.75 Q2g.50
Q
Q
O O
DIMENSIONS ARE FOR REFERENCE ONLY
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY
EBC MATERIAL
3130 VERONA AVE
ACTUAL DIMENSIONS MAY VARY
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
BUFORD, GA 30515
DIMENSIONS ARE IN INCHES
GRATE MEETS H-20 LOAD RATING
OR POSSESSION OF THIS PRINT DOES NOTCONFER, DATE 3-8H16
TRANSFER OR LICENSE THE USE OF THE DESIGN OR
DUCTILE IRON
Nvto last
PHN(770)9324M3
FAX (770)932-2M0
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 705005
TECHNICAL INFORMATION SHOWN HEREIN REVISORY
EBC PROJECTNOJNAME
✓
TUN+'.''^YJOPMaIus•can
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
TITLE
PAINT: CASTINGS ARE FURNISHED WITHABLACK PAINT
CONTAINED HEREIN, ORMANUFACTUREOFANY
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.
DATE 3.13-10
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
24 IN SOLID COVER ASSEMBLY -TYPES
7001-110-025
IS FORBIDDEN, EXCEPT BYSPECIFIC WRITTEN
PERMISSION FROM NYIARAST. DWG SIZE
moia xrwnwsT
A SCALE
7:10
SHEET 10F1
DWG NO. 7001-170218
REV C
NLTH�F m
V MMG W I KCEFARSKI
Lic, No. 0402048507
rt, 4/28/21 owl
M E
0
CID o
N �
N C
> E
w a E
EE
Q LL o
LL =
� 0
Q j U m
W J -N
W O N
z" wm
~ �
a x
LL
oa �'tt
n x v N
= V N
F a .
C m
o ON
N
N M
a 7
OD J
l0 E-
Z
O
f
f
H
z O O
0 >
QI o0
U U U
ED
z
z0 OO OO
(n Q J
Lu
O O
QI
Q. CIL.
W
H
Q
UJ UJ
Q. Q_
Z Z
0 C)
UJ UJ
112112020
DRAWN BY
A. FONTAINE
DESIGNED BY
A. FONTAINE
CHECKED BY
C. KOTARSKI
SCALE
N/A
O
J
W
W
0
W
0
Lo
Q
U)
>
J
LLJ
\Lu
/
O
0
Lu
Q
oS
,O^
w
m
LLJ
in
aO
z
z
O
JOB NO.
44493
SHEET NO.
C1.4
+ + + + + +.+ + + +/� + + +/+ + +/ + + + +1 + + 41 + /+ + /+ + + +'+/ + \+ + + + + +\+ t + + + + + + +\+ + + + +\� +`+ + + + + + _+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +-+ + + + + +� j --__-
+ + + r + + + + ��+ + + �'+ + + /+ + + + +I+ + I+ +/ + +/+ + + +/r + + \+ + + 4 +`+ Ir +\ + + + +\+� + + + +\+ + + + + + \+`\+ + + + + + + + ... -+-+_ + + + + + + + + + + + + + + + _+-+ -+-� + + + +-�� + + + + + +,\ + + + + + + + + +;
h + %/ '+ + + + + -r + + + ; + + + . + + + + # + +/ + /+ + Ih + + + + + + \ +1 + + \+ +\ + + \r + + + + +\ \ + + + +" \ + + + + \+ \+ + + + + + + + + + + .F -+- t + + + + + + + + + ...... + + + + + + + + + + .. \ + + + + + �r� + + + + + + + ± _� _ - _ - _ _ _ _ - `
+ + + + + + 41 + + + + .r + + + f + + + + + + + + + + +/ + + + + + + ^ + + + + + \ + # +{ + \ + + + + + + + + + + + \+ + + + + \ + \+ + + + + + + + + + + + + + - � +_ t _+_ -i a - + + + + + + + + + + + + + + + +- + + + + + + - + +_ t - * -+ + + �+ -
+ ,+ + + + + �_ t-+ �/ �-� y �--• -!-• -_/- / -� �+ + + 4 + /+\ + \+ + + +\ + \+ \h + + + + + + + \+ + + + + \+ + + + + \ + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + `h + + + + + + + + + + + +
+ +/ 1 / \ / F / - I I / `/ \ \ I \ \ \ \ \ �- --� - t -+_ + + +\ + +0, * -+^ _+- �- _ + + + + + + + + -h- + + + + +- _+ + + + + + + + + + + + + + + + +
rF+}+! //' \ .//. y.- /' /' /1 \\ \ \\ \\ \\ \ \\ �\ ��� + + +ANDBUILD/IFIGCE}Tb4G#K}+++++++++t++++++++++++++++++++}� +++++++++++++++++++++++++I
h + /+ ice.! ./��-.��.��/. !'�i' i �/ - \ \ ` \ I \ ` \\ \ ---- - - - -+ + +�\ + + \+ + + +_-k. -+-+ + + +
+ /+ 1 !\ /! - _ \ `I \ \\ \ ` ANAGEDSTEEPSLOPES(TYP.J \ -\\ _----+��-�-+ + + + + + + + __----- \
_
h+* /i... i/i-----I ___'\ - _++++
}*++++++ --- _- -\\\ \ \
_ _ _ _ _
+ +. / /FF L /'/ / _\ \\� \ \ STDRhQRK T__ '.- - ----- - -'--_- -_----_'�\' �\ ---\+ + + + + + + +-�- _ \\
h+ .i.'I / ! !t i././!� \ r TOP=�54. -- ___.-._. -_ .--- . . _ . . . -\.\ +-+ + + + + + + + -� \
_\\ \� \____ + +\ + -+ + + + + +
++++ ././././. F /_ I_I --- //
h +'!'+ ) l /. 1. ./ / I. 5"DECIDUOUS `
r +++�I I' I' 11 I I
/
+ + + .+ + + + + + +
\
--'-
+ * l 'I ' l' I " I ' I / / / \ ' 5"DEC/DUOUS / .\ \ \. \ . \ \ +\1 +- + + + + \+ + + \ \
h + +. I l ' I . l I ' l I / //\/ / SQECIDUOUS / / \ .
l' 1./ )l \ �' / SD CURB INLET I'1' \ 1 \ \{ \ \+cp+++++ +++++++4+++
h +/+ �/ /. /. /. . / . I I I �\ /�j \ ' TOP = 552.38' 1. \ \\ \ \ + + + `+\ + + + +\ - - - - - - -
h lNVOUT=543.98' r\ASPHALT ASPHALt ASPHALT + + + \+ + + +
18"PLASTIC
\
\
DUMPSTER / ' S" DEC/DUOUS ^ / / \ 5" DECIDUOUS { _ - _ - - - - 1 . l . 1. 1 1 +\ + + + + + + + \
+/ I \ 5"
AREA \+�+ +\ + + + + + + +N \
h + + 1I ; / /: ®. - 20' DRAINAGE i \ I . I.
+8 4LAIRDS l �_ j / EASEMENT / �/ ,' t h j I \ +ro + + \+ + + + `+ + + \
7} + +/* 1 / ' l / I ® CONC. _ DB 2085 PG 714 I)) ° 1. 1. I +2 + + + + + + + + + \
/ / \ /\+ + + + +
h�fi ..+ � ' I. I _l' / ' I . � / PAD /I / \ , EP'I. . - - -
h ++ l'1I1/ l l / _</ / \ \ /- -} _ _ I. L I. I. I.I 1 ++}+}+}+\++}+}+}+}+ \ - _\ _ - - -
I I I { ® ! 9.72' ! CONC. SWK. FLUSH CURB CONC. SWK. C & G \� I I ' I I \ / -
F++ +.�.I.h!L.//L_ ------------------' --
I II' // SD CURB INLET ------ // I I I I I +\�++++++++} .+\ }+}+
--------/ SIGN SIGN SIGN-------- ! \\\ a + + + + + + + + + +-----__-
1 _ - i - - - - - - - - - _.- - - - - - - - '
h \ + + . I L L ' . _ � ` / / / TOR 352.�11 - - - - - - \ � S DEC/ uOUs � I \ _ - _
I. \ / \ LANDSCAPE / , ` \/ AP ROXIMATE N + + + + + + + +\ \
+\ 1 F 1 I ' h 1 / / � / �\G !!! I lNV IN = 546.49' 15"PLASTIC \ I / ' , � \ W TER EASE ENT + + t + + + + + + *
h t } . I ! 1. I . ' 1' / / ' �5 / i� INV OUT = 546.37' 15" PLASTIC - - - _ _ I 5" DECIDUOUS / a / \\ + + + + + + + + + _ -
h +\}� I i .I L 1 i / j 15 ��/ /\ 1 `� 5"DEC/DUOUS \\\ 1 1. I. l 1 I I I + + + +\ + + + +
\+ I I' I' 'III / //� \ 1 li / / \\ g 1'1'III I I + + + + + +\+ + + +
h\ + \.+. I .1'_I I.1 1 Qu - - // /'// / \ / / / \\ 1 .I .I .I .I 1 I + + + + + + +\ \ + +
biHJ \ 1 1 1 I I 1 /'!' \ I I 1 1 \ + + + + + + + + + \
+ t I I ! / WA / S"DEC/DUOUS / \ { I + + + + + + + * -+ + _
+ I / WALK /yy� III +}+}+}+}+}+}+}+}+}+
1I I , / / Zp �y 1-5"DECIDUOUS / / \\ I 1 + + + + + + + + + +
3T/F + "' 'l l' I� I I 1( / ! :'/ p / ' \` ! ' I 1 1' I I +\ + + + + + + + + +
h + +1 MHD / / \ \-' 1' h F { 1 1 \+ + + + + + + + +
�_ ��� PID 03200-00-00-019EO 5"DECIDUOUS \ l + + + + + + + + + +
+ 1 Ill .l \ \ \ \ 1 1 \ TOi 547.78' \
h +I +. 1 . I I' l .\ \ } \ I \ UNIVERSITY OF VIRGINIA FOUNDATION CO 5 DECIDUOUS / / '\\\ 1_ 1 ' { ' 1 ' 1 I \ + _+ + + + + + + + '
+ f' \ lNV IN = 544.20' 15" PLASTIC / " a ,\ 1 + + +- rt _+ + + + +
h + I + ) ' . I ! \ \ \ \ I I DB 3838 PG 028 / \\ 1 P t t I \ \
lNV OUT = 544.18' 15" PLASTIC I a / p o \ 1 . 1 + + + + +- -+ - � +- +'
+ l . { \ \ \ t \' \ I 1 710 ACRES .l 1 l t
A + +1 I'\ \ \ \ .�, ' ;1 \ \ - - _ 1725DISCOVERY DRIVE
1 + + + + + + + + +
\ ") { { 1' 1 1 - \ 2 LEVEL BRICK FACILITY I CONC. SWK. 'o\\� ' 1 1 I \ SD CURB INLET + + + + + '
h + I 1 1 1' I I TOP # 54Y..76r + + + + +
GAS ; CONC. j / / _ \\ 1 � 11 .11 .11 .11 \ + + } t +
h \ + 4 . h. 1') 1 '1 1 ` I�FGU TOR 3 LOADING SPACES / 4"DECIDUOUS \ +l l +1. 1 P T1
`"`
+\ `{1.1 . { I I jl.1. . ll ' ' p -- s„ cl6upus \ I l'I N�l`U = 4� ' �S �+ + ------
h + +1 .1 { 1. I. 1.1 . \ \ \ \ \ \ j �!' / \ \ j, 1 1 \ fNVifJUF. $40.Ia0' i$"RL... } + - - - - - - -
! I CONC./ 14"DECIDUOUS / / a _I _ I 1 " I ' \ +\
.I 1.1'1 I WALL / / / / / \\ 1. .\\I\.11.11 \++++++++++++++++++ a. \
+ I .I I l I LOADING DOCK / / F-5"DECIDUOUS ti \
+}+ 11 /I. I.I. ! 1/ - p // Il A 'I IJ 11 I�++++++}±+�++++++ W
\1 I I i I. I.I .I. 03„DECIDUOUS // - -T ,' f M
\+L !. . I .1 I I I' LANDSCAPING 1 \ 11 { 1 1 11 + + + + + + + + + +
1 I / I.1 + + + + + + + + + + M
h+1} 1 I. I. .1 .{ 1 II' APPROXIMATE LOCATION OF EXISTING / ' I I \I 11'. '11 1 1{ 1\ + + + + + + + + + + + + + + + + + + +
�'' \' - - - - - - - \
+ tI I ' I ' \ 1 I. UNDERGROUND ROOF DRAINPIPES / / I O \ +
APPROXIMATE n _ _ _ - I I
+ 1. '� I + -+ + + + + + + +
�1� I. I. � 1�.1 .1 ,I 1 I � APPROX/MATE / // r5"DECIDUOUS 1 / � I i I ,1 .I _ 11 {{ {\ j1'� + + + ± +- � + + + \ \
+ I l '\ 1 1 ANS ORMER / / I I _ \
h + +I . I' 1 . I { \ / LOCATIONOF
LOCATION OFEXISTING / / S?iz / I 1 \ + + + + + + + + + + - ^ \ \ \
SANITARY PIPE I l - %
h + +!. I I 14 p 1. II. 1 j EX/STING FDC / / / I / •s` - _ - - / �' 1 I \ \ \ + \+ + + + f -+- + + + \ `
+ 44 P 1 1 . 1 .1 .1 . I \I CIF
\ 5" DECIDUOUS \ \ \ + \+ + + + t 1 V -' SHRUBS _-- / I \ \
h + 1 + .I 1 1 `\ \ _ WM - - DECIDUOUS FI ER OPTIC DECIDUOUS _ _ - / I 1 / / / I I \ \\ \ \ \ + + + + + + + + +
1. 1 \ \� , UFO UFO - - - - - - _ r�-�---� - -UFO- _ - UFO- - - - I I I I \ \ \ + + \ t -h - � I + + /+ -+ + \ \ .. I _ _ \ t_t 4 + +- \
+ - . _ - \ _ PlD 03200-00-00-009G0
+ + \ _I .I I \ \\ DECIDUOUS- G G G I - \ -/G - G - - - - ' 1 \ \ \ \
\ , { \ \ o I h p - p / - - - - G _ - - - - 1 \ \ \ + + + + + + + + + + N%F 13AR Y L OR FZ9RENCE M BOSWORTH
h++++I I�IMD I` \\\ / `gyp GAS LINE SIG/ W ' W - --_ - �=G j/ tl /rco �I� \ \ \ +++++++++++++++++++ R\-DB2846P\G213 \.
WAT R 2 _ �n a l \
$. $ L4PIC .I .I I . I . \ \ \ - - \ -_ _ - - - - - � � - 4147DICKS
OpRg' T / ' I + +- + \ + + +r _+ + + + SON ROAD
h}+}+ 1. I. I. .I \ ' \`� \ I / WAT L/ E // / /�' / I / ��TIC
I1 1 \ I+ +-t + + + + + + \\\ \\\\\
/ I I 1 \ + + +I + + + + + +
I. I . I I \ \ �" ' ' \ "DEC/DUOUS 1 \ \ + + 4 _ + l+l + + +
+ + 1 '11 / ,A,
. I .1. I DECIDUOUS TYPICAL / \ \ `� \� ' DE(*)UOUS ECIDUOUS 2 AO CONC. STAIRS / , / - - ' G \ i ' I \ I+ + \
+ + I. I. 1 / ?sr \ \ / APPRbXIMATELOCATION / , \s - - p / - 1 \ + +\ + + !+/ + + + + +
h + + I I . l ! 1 / I A \ \� \ I 20' WATER EASEMENT \ / VARIABLE WIDTH/ / / I I I I APPROXIMATE 20'- - ' 1 I1j/` +/ / + +per
+ + l I I , \ \ / ASPHALT / ACCESS EASEMENT / \ °s� L+ + + + + + +
h + + I' sTi \ I DB 2085 PG 714 I / m4' / I , - ' ' WATER LINE EAS�MENT I 1 0 \ l \ t RURAL AREAS GONE
+ + 1. I ' I I I. I . I I O X \ / ` I` D8 2085 P 711 I \ \ \ IN 1W. 37' S 118:'71kw1a + + \+ l XFi7 /7F�%3%� + +
h + + I '. _ I 'I \ \ \ / /' / I \/\ SEE DB 2085 G 712 I { ` + +/ + + + + + -T-r -r
+ + I 1 _I I I 1 \ \ DECIDUOUS DB D085I PG 714 EASEMENT / / /' ! ' I + + + + + + �- } �¢, ' c1. -j �L7/c� + +
h + + 1 I I I o \ \ / \ / ' / I I I - to + �0�h/ + + � + + b" +�/VfJU+7 4%���+ +A, 4�7�
i.1. i. \� / / / \ 1 tit
IN OU� - 7/ ' 15L V; TlC
+ + 1 I .I I. I .I \l \ \� / ' I -I- \ I o- --crlC a- .' 1 \h + \+/ + + +�I+++++.++++++++++++�j ++++ ++++++ /
++ ,{p I '� ----}� - MATCH LINE SEE 2 ++�++++++/++++++1+
h + + I I I I ! I ----� - - - -- - ------ ----- �B - 1--- -- - - --- --- -- - - - --- -- --- ---- �. - °� AT .2 + + + 4 + + + + + + + +
h + + \ \ \ \ -. - SIGN _ - _ - C & G CO , / / - SIGN/ I / / � c*r / I l r
+ + I \ \ \ \ \ \ _ _ - _ -_ _ _ - _ _ - SAW- _ _ . J. 1 CO / I 'O / T\+ + + l + + + /+ + + + + + lI- + + + + + +I +
\ _ I S66°3432 E I �` I
h + + I \ \\\ __ \ IFo��'- �--_----- - -' - - -' _ 1 s L I I ! 20.47' I �'� + + & + + t + + +l + + +/ + + + + + + + +
_. __.--_ _ _ _-- - - - _._. -_ --_ --T
- - - "W - --- - - --- - C\ S23°0942 458.84' - � K -
/ . _. - _ _ - - " 1-IF6�-- .- _ - - - - = MHD _ OF \ / \ l lh f
TOP=544.66: I Imo. / \ / / `t+++/+� �+
FIBER OPTIC _ _-_ _-_-_ _ _ = - - I I. \ ci \ l / I
_ _ _ _ - IIdViN �34.IL4.'24'PLAST/C /
l WbODEGYAREA I I 1 / 1 / / / / . i. T - - _ _ _ - - --' _ '- _ _. _- _ _ _ _ _-_- -_-_- -' - -_ _ , - _- �lNV l�[ =334.98`24'lPLASTIC PULL BOX
I PROPER TY LJOUNDJR Y L INE 1 1 I I I I l/ // / M' - _ - _ _ - - - - _ Y- _ - -- l VOUT=5�3�6 24'PLASTIC'.
FOP =551. ----.----^---- ---- ------ _ �\ \ 1�11 1 n I 2 \
lNVIN=54A.51'2 "?------------ .-------_. .-. . . TOP=542.25'- \ \ II\I\ I 1 s� - Fl)�EROPTICtINES / N
/IVV OUT x 540.2 24" BtAs{lC - . INV l� = 534.30' S PVC _ . \ \� \ \ I V I \ 4� I 1 \ \ I
/ ; -534.15'8'PV SCALE 1"=20'
ti I
Fm
_MANAGED \ \\ 1\. .1.1. ll I I! /p /------- \ \ I I / / 0 / 20' 40-1
�STEEP SL\OPES
/
I..11.Illi
.l1il.
I Til O `' o
U CRAIGW J. KOTARSKI
Lic, No. 0402048507
6t, 4/28/21 owl
M E
0
N Vi
N C
> E
W N E
Lu
LL 3
o I.L. o
wo m"^-
K Lut m
Q< J V m
W J -m
" 0,
U LuoN
zp win
x
N
o LL
Lo X
v
c
F U
C
g
N
co
� M
�H
O
oc
0
N
z
O
F�
F�
H
Z V
O
F-
2
of
E-) OU
w d1
CI Ij
Z
O O)
H J
w o
cif ,
F-
DATE
112112020
DRAWN BY
A. FONTAINE
DESIGNED BY
A. FONTAINE
CHECKED BY
C. KOTARSKI
SCALE
1"=20'
I
TF
;:2
Oa
J
Lu
J
Lum
0
Lu
0
/
c
m
<`I
LL
o
Q
17)
Z
a
a
r'0
L\u
0
a
/
p
U
`0
O
-J
J
0
U
0
3
U'^
a
Lu
V/
H�
-J
z
o
n
z � uj
O
D
0
z
rn
Q
0
0
z
2
d
I I �
/ N
d
JOB NO.
44493
SHEET NO
C2.1
a
0
SIGN/I I / , UFO + + + + + / + + + ' + + + / + + + /+ + + + + + . + + + t + + 4 2k +1 + + ' + + + t + + + "� + + + \ + + + + + + + + + + + + + + + + +
�AAI 1 CO / I , S66034'32"E I WT _ + + + l+ + + /+ + + l+ + + 4 + + + + + +I + + + + + /+ + + \+ + + + + I + + + + +\ + + + + + + + + + + + + + + + + + + + + + + t�ITt3O m
__ -- _____ S -_T� n max' 20.4T I a + + + + t + + + + + +l + + + + + + + +�+ +/ + + t + +, + + + + \ + + + + + + + + + + + I+ + + + + + + + + + + + + + + +_t + (Lic,
JET-/++ + l+ + + ,� + + t + + + + + + I + + + ��'BlJFFER1AND+BUIILDIpI+G\#S TBA + \+ +II + + + + + \+ + + + + +\ + + + + + + + .+ + + + + + + + + - - '✓`- --A41dD ��'�OF " ` /' \\ / �+ + + + + + + + + + + + + + + + + + + + + /+ + \F + + + + + + + + + �+ + + + ++ + + + + + + + + +TOP= 544.66: I 1 �' _ ao COMM. �1-+ � � /+ �I+ � �_+ � i_+ � � , -/ - -� - - � \ - - \ - - - - + + + + +_ + + + + /NV7N=7534A4.'24'PLAST/C ` J I. \ p \ / ' / \ \ + + + + �- + . + +� + + + +� + to IJ �No. 0402048507
I r
llpV 1p(-T�34.98`24'PLA�STIC I' I' ` I PULL BOX \ I l \
d I I Q \ II i \ - - - +� + '+ + + + + + + �' PlD 03200 00 00 04D0 4/ 28/ 21 0,
V OUT = 5�3�6 24'PLAS"ilC `. I N) 0 \41
II\ II + + +- 4 + +--+ + +(�6 - o \ N/FLINDA SHA WAND EVA WILSON Sgdl
TOP=54225' \ \ I\I 1 I I to FIffEROPTTCtINES I / I \\ + + /{ + + + + \+ + \ DB. 1961 PG.318
\ \ I I \ \ O I \ \ \ I I \ \ + . + + + + + +\+ \
= 534.30' 8'PVC �� \ I j 1 \ \ + + + + + + + + + + I 4175 DICKERSON RD.
= 534.15' 8'PV
I \ +/ +++++++++la
-MANAGED .1\ ' -- - --- �1 \\ ` + ++++++++ Q, mE
0N 0_TEEPSLOPES +++++++++u \\ I / I // II \ \ \\\ �I+++++++++++++++++++ \\ > E
II \ I \ \ \ 1 \ \ - - - - - - - - - V + + + + + + + + + Q \ w E v)
\ \,L �,I II 2, I I I 1 uj
MATCH LINE SEE SHEETC2.1 \ ++++++++++w �W?3
LIJ
/ / i w o O
P I a I I
1"I it \ I ' I C I // // � \ \\ 1 / i w � O
, � � 1 , i t°lD 03200-00-On-OO6R0 + + + + + + + + + + � d ; -
I 1 I I J I + + + + + + + + + F-
/ N/F UNIVERSITY OF VIRGINIA FOUNDATION \ \ I d o N 2
I' ' I I I l I DB 4957 PCB 692 + + + + + + + + + I+ / U, W N a
�OP=540.64'/" / J I .I.I_I"L II"J y i \I\il I / ////I' \ / _ \I 1 1 , 11 I I / I \ �� -
+ + + + + + + + +I y vmr
\ / , _ _ 6 w a I I 1 , I I I ' 455 85 ACIpES \ \
lNV IN (W)= 5� :89 34"IPSThCJ i I I + + + + + + + + + I + / p N x N
14419 DICKERSOIN ROAD + + + + + + + + + + , a w
+ + + + + + + + + I + / oe a; '�
I ✓1 INV.IN = 534.7' I \ \ o a o I-
INV IN (N)= 3 .99 15" Aistl(.'.I 4 ' o ' I I 1 I o + + + + + + + + + v
\ P F I I 2 ; I / / / , /1 1 I I I ' Fh 15'PLASTIC W/FEIS , 11 I h I 1 \ \ + + + + + + + + + I + I u v � z O
\ INV OUT = 2 .42J0" / GASTI�. I I IIII I 47 I / ' 1 1 // 1 1% /'/ I I // / I N I a v`l; I I `� I 1 ¢ m O
' I'I d ) { ` I I I / / / r/ - / I _ / / v ti I I I I I h 1 \ \ ++++++++++++++++I + \ ~ c � INI J
\ / 'I I 1 I I it l l I l \ p,0 m w Cl
\ / J i 1. . I . I I. i II I ; / I / ,/l ye � �' I I I I I I I \ \ + . + + + + + + + t
I II 1 1 / I I I l I I 1 ~ + + + + + + + + ,+ \ w
s I I I I I I 1 I \ \ \ V�Ij+ + + + ++++ +& SCALE 1"=20' a
I I I I I I 8l
�+Z+ + + +� + + + + +
SAN. CO=550.18 I \ \ + +/ + + + + + + \ 0 20' 40'
SbINLET I INVOUT= 5h2.26' + ,+ + / + + + + + +
1PVC mTOP=542.26' WZR
\ rn
III F I I z p; \ \ \ I IJ�V IN = 5B5.5T 24 I I / \ \ \ , _ _ _ - - - \ `� x (A
I t 1 STICI I t N
\\ \\ \\� 1 I INVOUTI=535.5q'24" I l \ \ \ \ \\ I + + + + +�� + + 'k N `� oul
FES r r gyl y I c y, 1 I / m
r GIJ. I. ; n I I ; I ` \ '� I I IPLAST/GI' I I I I I ` \ ` \ \ + + �d� + + + + +� H
lNV OUT = 524.99'/ , 1. 1. . I' I I I I I I \ \ 1 \ \ �s / \ \ \ + J + . + t+ + + + +
41""/./'. I III \\ ,� I I I \+ + o
`\\1\ 1 1 1 I I l \ \\ \ �\ +.6+ + + +`\+ + + + `+ w w
40 + + + + \+ + + + + = Q N
+ + + + + \+ + + + \ U tJ
/ - \ / I+ \+\ + + + + + \ \ + + \ z
I' I \ J 1 1 I ' I \ ` ` \ - + -1, + + + + + + + + \ O
++++`reG +++++++++\ +++ \ ? DATE
--- \ \
c------r--- + + + �1 + + + + + +\ + + + + + * + \\ 1/21/2020
I N25�tYi6 76d.�7`----------- / \\ +/ C + o
SDVNLET + + , + + + + + + \+ y
I / i II I11 I I _ _-+°02wE I I I � " I \5 0 \
lNV 6H= 534.07 (V 15" PLASTIC CONC SWK Se INLET \,\
INv /LV = 534.04 (N) 24" PLASTIC \ I 1 I , ' I , ' _ _ - ' ,' ` _ TOP = 550.90' 0
/NV G,UT = 533.9724"RLASTIC \ \ RIPRA� I I ' N / ' / ' / - - - - _ _ _ , 7N{/ IN = 544.20" 15"
\ \ 1 1 \ PLASTIC\' \ / I \ •
INV OUT = 544 18'24" /
I I I I I I I I I ti
PLASTIC \ S6602534X E •
ISTIC \\ \ c c� \
I 1 1 I I Z I I \ \ I I o \\ _ / 36.16' PID 03200-00-00-04FO
p 1 ' SIDEWALK \ - _ _ \
I I \ - 53 _ _ _ _ / N/F WINSTONS RUN LLC
n ' I I \�\ \I \ I DB. 4242 PG.386 •
4174 WINSTONS RUN • •
ti \�\ V\\ \/
\\ 16 \ PID 03200-00-00-04HO
DISCOVERYDRIVE I I , 12"WO / l ti / lA I \\ •
I ` 1 I \ N/F WINSTONS RUN LLC
+- 0.2 MILE TO LEWIS &\\; I I (Z k\\ \ \
DB. 4242 PG.386MAPLE
CL^ \ 4213 DICKERSON RD
VARIABLEWIDTHACCESS ' I n ; I I 8"BEECH / , 10 PINE1 /l , { /l / 1 \
EASEMENT
/ ' / \ \ - _ APPROXIMATE
DB 2085 PG 714 I I / I I J �\`` I \ \ \ /\
I I i I I it 12 BE ,12�'I/-51 \\ 'LO�Ai7 NDESIGN SPEED: 25 MPH I I I / 1 \ P
I I I I i I I I CJ \y\ \ VEPCO BASEMENT\L�ZQA,L
' \\ -' \ `\_\ D6200%110G.25 \q'V`
I I I I i I i ~I ? '
I l V.%WT=Sa4.19''16" NE i Quo
I I I `{ 1
1�'�LAISITIC WIPES I I ; I / / i 1 p / \ /
I C+ ' ! 'III � I I / ', 14s wo / / ,' � I I / Z 1 � {'� / l / / , � \\�
�'TI I II I // /17"MH/ /1 I E/<1 O / 1 I // a ,/ // // , \\�N �' - - - - �_ _ _ PID03200-00-00-019H1
\ III I III II II I 1I 1 I ' ♦I \ ����UI I
/5 \-
N/F-
UNIVERSITY OF VIRGINIA
�n REAL ESTATE FOUNDATION
_SW 0.5 '9-INLET /GRATE/=540.33ACRES
INVOUT= 534.28'5'CP'MHQ TJP1=541.32' EXISTING
NVyI =I532AJ'15"RCP EMERGING TECHNOLOGY CENTER
NVbU7T 525.32' 5'PLASTIC
1s2V�W0 \ I � I I I I (ETC) ' / l ' ' / / / \ ' / \- - - - - - - -
I ti BUILDING
l l l l I I �'1 P N \ I V I I I I / / Ud/'
I / /
I I I n a 1 I / PID 03200-00-00-019H0 OG1 / / / / / -��
I I MHS TOP r541.58 I ; \ I I I N/F UNIVERSITY OF VIRGINIA / �l/�+\
/ I� V IN=52Y.43(IW) 8'PVC REAL ESTATE FOUNDATION �\
I#V IN = 5J6.48(4 8'PVC I I I v / / / , ,
I lP/V.�7UT= 5�6.43(S1) 8'PVC I I I , I T I - r- - -/- -I - - - - - - - - - I - -' - I - 1 I I I 2.60 ACRES
1672 DISCOVERY DRIVE / / / / / /' -ucp \ APPROX)MATE LOC Fl N�
-93' CO EASEME '
I I
r-SAN - - - -SAN - - SA'-SAN - - II \ / / / / / \\\ / PLAT PG 657
IVARIABLIE WIpTIH ROAD I ~ ' � - - - - - - - - I , I I y ♦ / ♦ - _ _ / \\ \ \ I \\ U
' I ACCESIS E--
AISEMENT I / dq / I \ / I I - - - - ,- - T - -I - - - - - - - - L -� 1 1
S�E DB 20k � G 709 (PLAT % I I / I MHS TOP=550.1P'
a I I = 0.42(M8'PVC _ /// //- "PLAS
20' SANITARY 'EWER rIN = 540.52(E) 8'PVC
EASEMENT I 2 ' n INV.INV.OUT= 539.87 5 8'PVC \ L I\
i O _ _ - / // \ /N .INI�i 760' PAL STIC
D.B. 2085 PG.1709-718 I I \ I I \-
// IN .O 557. ' 15" PLASTI
ASPPARKING
`Kf7\T
--- - 1
PAVEMENT \ ) ASPHALT MHO \ I \cam
PARKING / TOIL = 566.79 \I \
WV. OUT = 558.38' 15" PLASTIC (SWV
)On
I I ' 20' WATER LINE ' \ 1 �1 \ i \ I n I WATERLINE EASEMENT
/ I 20' WATER LINEI 1 m \ I SEE DB 2171 PG. 263 (PLAT)
EASEMENT, EASEMENT I I \ I ROAD �{1CCESS EASEMENT \ I AND DB 2085 PAGE 715 (PLAT) ` �� - \ I I 1 ` \ D \ \ It
i I FE TERED (�N PIPE \ \ / CENTERED ON PIPE � I I SEE DB 2892 PG 325 (PLAT) _
P.B.085 PG.'709-718 \ \\\ \ 1
\ / (END OF PAINT MARKS) 1 1 1 \ 1 I I 1 II 1 d3 \ \ - rl1 -L - L / \
I \ 1 MHD TOP =54� 15'
\ 4l \ I _ ___ /___________ _ / , , \ r---------- / \ �-- -- = - - / - / ' ' \ 1 1 1 1 \ ` - - - - - - - -
I I \ \ \ \ \L _ i
I \ INV.OUT = 539.�5' 15" PL.�STIC / - I '� ' ' \ 1 I \ \ \ - - - - - - -
7/
-------------------- -
It
___
Ik
I I I I \ x2 c\\ \ 1 1 c �W�\ X' \ \ \ --- ' _
1
-------- ' �------'- _
_ _ I
® /
__ - - _ _ - - - \
.951 , I I I \ / 1 , --------- \ W� - - - w- - - - - --- \ - - ` - /
I
J- UGP
mot- r-------____�_------------- i�i- - - yy-�- -W �- �_ C& \ \
f 8"I�VCI I I \ \ \ \ \ 1 \ \ 1 ' --- ----"`' \ \ - w- - - -
\ � \ \ � T �� ® ®\ \ W \ � 1 /' I w 4 I
\ \ , \ I - \ ----�- \------------------. S25 27'15"W 455.99' t- ------
`\ �1 \ `, 1 \ �-" ----------------------------� ---- \----------------Z----------------- ��------------- `------------------------------ L------------ \----- -- T- ---- -\t ----------------=\ ---
\ \ I \ noun rno -� O' ` - - _ - _ _ \\ \ \ -\
DRAWN BY
A. FONTAINE
DESIGNED BY
A. FONTAINE
CHECKED BY
C. KOTARSKI
SCALE
1"=20'
I
TF
►EM
O
c
Oa
J
W
Lu
0
n
Lu
/ c
m
N �
0 a
a Z
> O n
Z - r
W 0
p
U Z `o
Od
�v3
U a
r^ a
Luv 0O
H m Z o fj
0 a wo
np
o 2
' c
X mw
e�
z w
c m
a0
0
O
p 3
Z
z„
Q o
� a
0 ~� 0
a
O m
Y
N
LL X0.0
Q\ g"
m c
U
c
Eo
� m
06
�a
10 a
JOB NO. w co
m
44493
m �
N
C S
SHEET NO. n O
C2.2 N
� E