HomeMy WebLinkAboutSDP201900056 Plan - Other (not approved) 2019-09-24.41110 L\LTf1 U�
SITE DATA:
ENGINEER: TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
TELEPHONE: 434-327-1681
CONTACT: JONATHAN SHOWALTER, P.E.
JONATHAN.SHOWALTER@TIMMONS.COM
TAX MAP PARCEL: 05600-00-00-017CO
LIMITS OF DISTURBANCE: 0.75 ACRES
SETBACK: 75' FRONT
25' SIDE
35' REAR
ZONING: RURAL AREA
MAGISTERIAL DISTRICT: WHITE HALL
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP.
28 IMPERIAL DRIVE
STAUNTON, VA 24401
(540)-885-0786
SOURCE TOPOGRAPHY: TIMMONS GROUP, JULY 25, 2019
DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTN ET
SITE AREA: 75.0 ACRES
PROPOSED USES: ADA RAMP AND SOFTBALL FIELD IMPROVEMENTS
BUILDING AREA: FOOTPRINT 388 S.F TOTAL (FIELDHOUSE)
EXISTING IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.26 ACRES
NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.36 ACRES
WETLAND IMPACTS: NONE
WATER SUPPLY: ACSA
SANITARY SEWER: ACSA
DRAINAGE DISTRICT: RIVANNA
THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.
THE SITE IS LOCATED IN A WATER SUPPLY PROTECTION DISTRICT.
VIfAHS SITE IMPROVEMENTS
MAJOR SITE PLAN AMENDMENT
COUNTY OF ALBEMARLE, VIRGINIA
WHITE HALL DISTRICT
9/23/2019
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LOCATION
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Midway
VICINITY MAP
SCALE: 1" = 2000'
OWNER:
ALBEMARLE COUNTY SCHOOL BOARD
401 MCINTIRE RD
CHARLOTTESVILLE, VA 22902
CONTACT: JOE LETTERI
TELEPHONE: (434) 975-9340
FAX: (434) 975-9341
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE.
CHARLOTTESVILLE, VA 22903
CONTACT: JONATHAN SHOWALTER, P.E.
TELEPHONE: 434-327-1681
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER
C0.1
OVERALL PLAN
C1.0
NOTES & DETAILS
C1.1
NOTES & DETAILS
C2.0
EXISTING CONDITIONS - RAMP
C2.1
EXISTING CONDITIONS - FIELDHOUSE
C2.2
DEMOLITION PLAN - RAMP
C2.3
DEMOLITION PLAN - FIELDHOUSE
122.0
FROSION & SEDIMENT CONTROL NOTES DETAILS
C-2. I
EROSION & SEDIMENT CONTROL NOTES DETAII S
1222
FROSION" & SEDIMENT CONTROL PHASE I - RAMP
c:2 5
FROSION & SEDIMENT CONTROL PHASE 2 - FIELDHOUSE
C4.0
LAYOUT - RAMP
C4.1
LAYOUT - FIELDHOUSE
C5.0
GRADING - RAMP
C5.1
GRADING - FIELDHOUSE
TOTAL SHEETS = 12
APPROVALS
DATE
DEPARTMENT OF C0TN1N RNTTY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARP,
DEPARTMENT OF FIRE RESCUE
ADEV AISLE COI]NTTY SERVICE AUTHORITY
VIRGiNTA DEPARTMNT OF TRANSPORTATION
HEALTH DEPARTMENT
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DATE
09-23-2019
DRAWN BY
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DESIGNED BY
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CHECKED BY
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GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. 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. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED
WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
5. 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,
BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT.
6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D)
121.13.
7. 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.
8. 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.
9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
10. 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.
11. 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.
12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND
SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO
REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY.
14. 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.
15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
16. THE OWNERS 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).
17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF
REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED
PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE.
19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL
MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND
BRIDGE STANDARDS.
20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.
21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL
COMPLY WITH THE 2009 UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE,
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1-03.
22. REFER TO SHEET L1.0 FOR ALL LANDSCAPING GENERAL NOTES.
23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
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)
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 3A OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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.
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
NOTES: 1.5"DIA GALV.
1. FINE BROOM FINISH ALL STAIRS.
2. RAIL ON BOTH SIDES OF STEPS RAIL (TYP.) 12" MIN
(TYP.)
(IF NOTED)
3. SEE PLAN FOR RISER HEIGHT
4. MAX. CENTER TO CENTER SPACING
BETWEEN STAIR POST TO BE 6'.
ADD CENTER POST IF NECESSARY
TO MAINTAIN MAX. SPACING 3'-O"
(TYP.) EXP.
JOINT
FINISHED
12" MIN GRADE
(TYP.) 12" CONCRETE
(TYP.)
3'-0"
1 /2" R
4
(MAX.)
FINISHED 1/8" °
GRADE WASH
1'-4"
EXa--8"-. CORE DRILL CONCRETE FOR
JOINT ° 0 5„ HANDRAIL POST, EMBED
1/8', o o c HANDRAIL A MINIMUM OF 6"
WASH ° o o BELOW FINISHED GRADE AND
GROUT TO THE FULL DEPTH
OF EMBEDMENT (TYP.)
+' 5" # 57 STONE
#3 REBAR (12" O.C.)
1'-0" 9 (2) #5 REBARS, BOTTOM CONTINUOUS,
3„ LAP 2'-2" AT SPLICES
COMPACTED SUBGRADE
3"
1'-4"
EXTERIOR STAIRS
No Scale
No Scale
7-1/2"
ANCHOR WITH 5/$" Rnmmm
IMBEDDED 24" IN GROUND-
2 PER WHEEL STOP
-
METER STEEL
FILLED WITH
-RETE. BOLLARD
.L BE PAINTED
OW
PAVEMENT
2'-0" DIAMETER
CONC. FOOTING
LEGEND
ROADS
TRAFFIC STOP BAR
STORM PIPE & STRUCTURE NO
�®
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
- - 200 - -
EXISTING CONTOUR
200
PROPOSED CONTOUR
TIC 240.5
PROPOSED SPOT ELEVATION
10
PARKING COUNT
GRADING
TC = TOP OF CURB
EP = EDGE OF PAVEMENT
EX. = EXISTING
PROP.=PROPOSED
APPROX. = APPROXIMATELY
° EP/ FC/ GUTTER °
4
LENGTH AS
1 SHOWN ON PLAN 1
CURB CUT DETAIL
No Scale
EXISTING PAVEMENT PROPOSED PAVEMENT
>
o_ SAWCUT THROUGH a
MATCH EX. CROSS
U EX. SURFACE
w
SLOPE UNLESS OTHERWISE
X COURSE
w
SPECIFIED ON PLANS
w & REMOVE
PAVEMENT
PROPOSED
2„ + ,I'I
"COU SEE
EXISTING
PAVEMENT
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
4"
TOP OF CURB R=2"
SURFACE
8 VDOT A-3 CONCRETE
BASE
CONTINUE 21 B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
VDOT STANDARD CG-2 CURB
No Scale
1.5" DIA. GALV.
NOTES:
1. PROVIDE SHOP
DRAWINGS FOR
HANDRAIL FOR
REVIEW PRIOR TO
CONSTRUCTIONS
2. RAIL ON BUILDING
SIDE OF RAMP TO
BE MOUNTED TO
BUILDING FACE.
4" MAX
SLC P
ff AS SHOWN IN PLAN MAX. 1:12
� o
GTH o 0 0 �o
0.5' FROM EP z
PRECAST CONCRETE WHEEL STOP
No Scale
i
-ICI MAX 6'
S-0"
a
CORE DRILL CONCR� ,
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
0 0 0 0 0 00 ,
0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
(PLACED IN SINGLE LIFT)
8" TYPE 21 B AGGREGATE BASE COURSE
COMPACTED S U BG RAD E
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
R= %4" CONTROL JOINT SPACED
AT WIDTH OF WALK (MAXIMUM)
1„ a
EXPANSION JOINT AT MAX OF 30', WITH
PREMOLDED EXPANSION FILLER
CONC. WALK
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°
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\O O O O O O O O O O O O O O O O O O O O O O
COMPACTED SUBGRADE 4" 21-B STONE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
VARIABLE WIDTH'
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
a
a
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i
4' 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
�o
°
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
ASPHALTIC CONCRETE SURFACE
;OURSE - SM-9.5A
1" INTERMEDIATE BASE COURSE - BM25.OA
I" TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
EXPANSION JOINT WITH
PREMOLDED EXPANSION 1/4" SEALANT
FILLER, "ZIP STRIP" OR NON SLIP BROOM FINISH
EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9
SILICONE SEALANT \
2"
\ 10" 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
6" TYPE 21 A STONE COVER
/\\ / /\\ COMPACTED SUBGRADE (CBR 11.2
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
HEAVY DUTY CONCRETE SECTION
No Scale
a
EP/ FC
TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1: 12
WHEN ALONG SIDEWALK
CURB WIPE DOWN DETAIL
No Scale
EP/ FC
V OR AS SHOWN ON PLAN
WHEN NOT ALONG SIDEWALK
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DRAWN BY
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SCALE
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1201 DI
APPROX. DRAIN AREA = 39.75 SQ IN
APPROX. WEIGHT =15 LBS
NyLO LASr
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DUCTILE RON
014.95
77
1.25
011.64
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONA AVE
DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518
GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3.5-00 PHN (770) 932-2443
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nylo las ♦ l FAX (77) 932-2490
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NO./NAME www.nyloplast-us.com
REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4-13-11
ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12 IN DROP IN
JUSTICE, 28 CFR PART 36. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. ®zon unoausr DWG SIZE A SCALE 1:6 SHEET 1 OF 1 DWG NO. 7001-110-021 REV D
NYLOPLAST DRAIN BASIN WITH DOME GRATE
(1, 2) INTEGRATED DUCTILE IRON
GRATE TO MATCH BASIN O.D.
A0�4
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANS(rAKE OFF) REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4"- 36" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADS/RANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05.
2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045.
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.7001-110-065.
4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL),
N-12 HP, & PVC SEWER (4" - 36").
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012.
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 REQ.)
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.
NOTES:
1. PROVIDE SHOP
DRAWINGS FOR
HANDRAIL FOR
REVIEW PRIOR TO
CONSTRUCTIONS
2. RAIL ON BUILDING
SIDE OF RAMP TO
BE MOUNTED TO
BUILDING FACE.
AS SHOWN IN
1.5" DIA. GALV.
T-0"
4" MAX
MN_ MAX. 1:12
a a
MAX 6'
CORE DRILL CONCR� ,
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
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
NYLOPLAST DRAIN BASIN WITH STANDARD GRATE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHTJOINT
(CORRUGATED HDPE SHOWN)
1- 8"- 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05.
2- 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-5D-05.
8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE
USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045.
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.7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HOPE (ADS N-12/HANCOR DUAL WALL),
N-12 HP, & PVC SEWER (4" - 24").
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110.012.
6- 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING.
7 - 8" & 10" 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
(5) ADAPTER
(6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
ANGLES
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
VARIABLE 0'-360°
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
ACCORDING TO
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
c PLANS
SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION.
if (3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8" - 24", 10" MIN. ON 30"
4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.)
6" MIN ON 30"
s
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
8'-30" 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.
Asphalt Pavement Restoration Detail for Open Cut Utility Installations
Mill & resurface
*** Saw -cut existing pavement
- / to the full depth of asphalt
12" min. Asphalt Concrete Surface Material*
T_6" min
1.5" min.
10" min.
NOTES:
* Asphalt Concrete Surface Material:
SM-9.5A for ADT < 10,000
SM-9.5D for ADT > 10,000
The district administrator's designee shall determine the
restoration requirements for other pavement types.
** Trench width and pipe bedding shall be in
accordance with VDOT Std. PB-1
*** 12 inches minimum beyond the edge of the trench
on longitudinal open cuts, or 25 feet minimum beyond
the trench centerline on perpendicular open cuts, or as
determined by the district administrator's designee.
Date: August 27, 2014
Mill
& resurface
\
12" min.
Asphalt Concrete Base, Type BM-25.0A
6" Bench
Min.
MAX.6'-0"MAX.6'-0" GRIPPING RAIL
4�/2" O.C. 7;/4" NPS PIPE PICKET
�_4/s" O.C. 5/a" SOLID PICKET
N
GROUNDING
ELECTRODE
RAIL EXPANSION JOINTS AT
F"1'
INTERVALS NOT EXCEEDING
3" MAX.
30 FEET.
1'-3"
POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE
RETAINING WALL
RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE
EXPANSION JOINT
PICKETS : Y4" MIN. NPS 0.05" O.D.) SCHEDULE 40 PIPE
OR 58 MIN. SOLID STEEL SMOOTH ROUND ROD
HR-1 TYPE
II PEDESTRIAN RAILING
(FOR USE ALONG SIDEWALKS AND RAMPS)
SEE ROADWAY PLANS
2" min.
Aggregate Base Material, Type I
Size No. 21 A or 21 B
7.5" total asphalt
concrete pavement
depth or equal to
/the depth of existing
asphalt concrete,
whichever is greater
Sub -base course depth
shall be 10" or equal to
depth of existing sub -base,
whichever is greater
Horizontal and vertical surfaces
Bench shall be tacked with RC-250 liquid
Min. asphalt at a rate of 0.1 gallon per
SY, or as determined by the
district administrator's designee
\ Select Material Type I with minimum CBR = 30
Class I backfill material in accordance
with Section 302 of the Road and Bridge
Specifications
\ No. 26 or 27 aggregate pipe bedding in
accordance with Sections 205 & 302 of
the Road and Bridge Specifications
SEE ROAD
PLANS
FOR RETAINING
HR 1
WALL DETAILS.
I
MAX. 6'-0" MAX. 6'-0" '1
��/2" DIA. SOLID STEEL SMOOTH
ROUND ROD (TYP.)OR
M
1" STANDARD PIPE.
M
ANCHOR
BOLTS
4" O.C.-►{
(TYPJ
12"
MIN
3" MAX.
T
I
ANCHOR BOLTS
OR TYPICAL SECTIONS CONCRETE STEPS
FOR DISTANCE TO 1/2" NPS SCHEDULE 40 PIPE MIN POSTS 11/2" MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE
SIDEWALK OR SHARED GRIPPING RAIL RAILS 11/2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE
USE PATH. GROUNDING
12" 2�/q" min. ELECTRODE HR-1 TYPE I HANDRAIL
MIN. (FOR USE ALONG STEPS)
%" SOLID STEEL NOTES
SMOOTH ROUND ROD 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL
ASPECTS OF FABRICATION AND 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
SOIL CONDITIONS. 12" ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) 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 ARE EQUAL 2THAN 5. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN
EARTH FOUNDATION DETAIL RAILOWILLRBETNCIDENTAL ORTHE TCOST OFG TOCORACDIEVEEA UNIFORM COATING ONWITH THE CURRENTAALL RSURFA ES VENTNGBIDGEAA�DS
(FOR USE WITH TYPE II & III RAILINGS) THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE
SHOP DRAWINGS.
3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307,
MAX. 6'-0" MAX. 6'-0" ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN
SEE ROAD PLANS ACCORDANCE WITH AASHTO M314,GRADE 36.
41/2" O.C. -Y4" NPS PIPE PICKET 4" FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL
4�/8" O.C. 5/8" SOLID PICKET 4 WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL
BE INCLUDED IN THE SHOP DRAWINGS.
--� 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS,
AND STEPS.
I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS.
I I I I 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB.
'n B. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED.
I GROUNSDINDG MEATTERIALS INSTALLATION TO BE IN ACCORDANCE
WITHI I I I 9 COMMERCIALLY
AVAILABLE DESIGN NG AND FFABRICATING
G G SYSTEMS MAY BE USED IN LIEU
OFTHE RAILING. DOCUMENTATION FROM
ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE
RAIL EXPANSION JOINTS AT 1 BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE
INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN
30 FEET. ACCORDANCE WITH NOTE 1.
1'-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF
RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
EXPANSION JOINT PICKETS : Y4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR
OR 5/" MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION
IT MIGHT BETO ANY VEHICULAR
HR-1 TYPE III BICYCLE RAILING ELECTRODE FORRVEHICULAR PRO ECTONTSTANDRD GU RDRAILISHOULD
(FOR USE ALONG SHARED USE PATHS) BE USED.
SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVID07
REFERENCE STANDARD HANDRAIL ` ROAD AND BRIDGE STANDARDS
105
238 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1
504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05
\L.Th OF
uN %TWNM. SH{]WALT"ER
l_)e. No. 04U205715I
912.3/2.0j-?
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DATE
09-23-2019
DRAWN BY
A. MABEE
DESIGNED BY
1. SHOWALTER
CHECKED BY
1. SHOWALTER
SCALE
N/A
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NOTES:
1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011),
VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL
DATUM IS BASED ON NAVD 88. DATUM ESTABLISHED
THROUGH LEICA SmartNet.
2. TOPOGRAPHIC DATA DEPICTED BASED ON A
CURRENT FIELD SURVEY BY THIS FIRM.
3. THIS IS NOT A BOUNDARY SURVEY. EASEMENTS
MAY EXIST WHICH ARE NOT SHOWN HEREON.
4. MISS UTILITY CONTACTED, TICKET NO.
A918402688-OOA UTILITIES SHOWN AS MARKED; NO
ADDITIONAL SUB -SURFACE UTILITY INVESTIGATION
HAS BEEN PERFORMED BY THIS FIRM.
5. SURVEYAREA DEPICTED HEREON IS A PORTION
OF ALBEMARLE COUNTY PARCEL ID NO. 56-17C IN
THE NAME OF COUNTY OF ALBEMARLE SCHOOL
BOARD. PROPERTYADDRESS IS 5941 ROCKFISH GAP
TURNPIKE, CROZET, VA.
0
SANITARY MANHOLE (MHS)
®
CLEAN -OUT
WATER VAULT
FIRE HYDRANT
®
WATER VALVE
QD
STORM DRAINAGE MANHOLE (MHD)
SD
STORM DRAINAGE
RCP
REINFORCED CONCRETE PIPE
HDPE
HIGH DENSI TY POL YE TH YL ENE PIPE
CPP
CORRUGATED PLASTIC PIPE
DRAINAGE DIRECTION ARROW
O-
WATER SPIGOT
0
UTILITYPOLE
0*
LIGHT POLE
❑s
ELECTRIC BOX
Qs
ELECTRIC METER
<
GUYANCHOR
SIGN
Op
BOLLARD
MONITOR WELL
@U
UT/LITYMANHOLE
HANDICAP PARKING SPACE
L
UFO
UNDERGROUND FIBER OPTIC /
TELECOM UTILITY
UGP
UNDERGROUND ELECTRIC UTILITY
W
UNDERGROUND WATER -LINE
OHP
OVERHEAD POWER UTILITY
EDGE OF PAVEMENT (EP)
DECIDUOUS TREE (DEC)
L A
CONIFEROUS TREE
SW
LANDSCAPE AREA
EP
SIDEWALK
EG
EDGE OF PAVEMENT
CONC,
EDGE OF GRAVEL
CONCRETE
if
TREE -LINE/ WOODED AREA
GUARDRAIL
CONTOUR INTERVAL = 1'
THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER
THE DIRECT AND RESPONSIBLE CHARGE OF PAUL
HUBER FROM AN ACTUAL GROUND SURVEY MADE
UNDER MY SUPERVISION; THAT THE ORIGINAL DATA
WAS OBTAINED ON THE FOLLOWING DATE: JULY 17,
2019. THIS BASE- MAP AND DIGITAL GEOSPATIAL
DATA INCLUDING META DATA MEETS MINIMUM
ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
CIGp\
METAL
HANDRAIL
2 STORY
BRICK BUILDING
WESTERN ALBEMARLE
FFE. O HIGH SCHOOL
ELEV=687.39' I
1
I 1
I FFE:
ELEV=685.35'1
7
1 � 1
I 110
` 1 /
CONC.
CONS. 1 ' l _ - - - - LANDING
LANDING 1 / /r �/ STEPS
1 / r 110" CONC. WALL 4 RISERS
/TOP ELEV=688.84' 3 TREADS - _ _ -
0 RISERS _ _ - TEPS/ CONC. CONC. SW
LANDING
2 STORY 9 TREADS-
BRICKBUILD/NG - - - - A4E7At - _ _ - - 683 - -
HANDRAIL � _ - � -
WESTERN ALBEMARLE - 1 - - - - - -
HIGH SCHOOL CONC.
LANDING /���� � -----
// ------ --- METAL 680
__-
STEPS � — — � � � - - � �/ HANDRAIL
ST�S _ -
FFE t0 R!IS€RS _ _ \ _�13 RISERS'-
ELEV=676.09' 9 TREADb� - - - - - - \ ,2-TREADS-
FFE ---- �( ----- --� ��
ELEV=676.02'
----- 676-- - - - - --
/ \
CONC. SW
675
674-_--_--
\ \ 673 /
610
\ s>3 - - - - - - - - - - - - - - -
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BOLLARDS
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00
10'
36.4'
RAISED DECK OVER
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O
O
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PAVEMENT
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PAVEMENT
REPLACEMENT
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REMOVE AND REPLACE
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1
1
11
11
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11
11
11
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11
11
11
11
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TIE PROPOSED FORCEMAIN
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