HomeMy WebLinkAboutSDP202100042 Plan - Submittal (First) 2021-05-10ALBEMARLE HIGH SCHOOL
MODULAR CLASSROOM ADDITION AND RENOVATION
SITE DATA:
ENGINEER: TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434-327-1688
CONTACT: BRYAN CICHOCKI, P.E.
BRYAN.CICHOCKI@TI MMONS.COM
TAX MAP PARCEL: 06000-00-00-078AO
LIMITS OF DISTURBANCE: 0.78 AC
ZONING: RA
SETBACK: 75'FRONT
25' SIDE
35' REAR
MAGISTERIAL DISTRICT: JACK JOUETT
SOURCE TOPOGRAPHY: TIMMONS GROUP. OCT 2019
DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTNET
BUILDING HEIGHT: 18.33 FT (ADDITION)
BUILDING AREA: 7.750 SF
PROPOSED USES: MODULAR CLASSROOM ADDITION AND ASSOCIATED SITE WORK
WETLAND IMPACTS: NONE
WATER SUPPLY: PRIVATE
SANITARY SEWER: EXISTING SEWER SYSTEM
DRAINAGE DISTRICT: IVY CREEK
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.
MINOR SITE PLAN
COUNTY OF ALBEMARLE, VIRGINIA
ALBEMARLE COUNTY PUBLIC SCHOOLS DISTRICT
658
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VICINITY MAP
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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. SUITE 200,
CHARLOTTESVILLE, VA 22903
CONTACT: BRYAN CICHOCKI, P.E.
TELEPHONE: 434-327-5380
GREENBRIER
HEIGHTS
GREENBRIER
Charlottesville
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER
C1.0 NOTES AND DETAILS
C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN
C4.0 LAYOUT AND UTILITY PLAN
C5.0 GRADING AND DRAINAGE PLAN
TOTAL # OF SHEETS: 5
SIGNATURE PANEL:
APPROVAL
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
DATE
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GENERALNOTES
SITE PLAN LEGEND
w WATER
101
STORM PIPE
100
STORM MANHOLE
100
DROP INLET & STRUCTURE NO.
CURB
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CURB & GUTTER
_ =
LIMITS OF DISTURBANCE
FENCE
X
MAJOR CONTOUR
XXX
MINOR CONTOUR
XXX
r TC 725.94
PROPOSED SPOT ELEVATION
1Q
PARKING COUNT
ACSA GENERAL WATER & SEWER CONDITIONS
GRADING
TC = TOP OF CURB
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
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.
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 9:00PM.
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 8OLBS/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
18OLBS/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 8OLBS/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.
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.
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.
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, 2015 VIRGINIA CONSTRUCTION CODE,
AND 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. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS
EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE
INSPECTIONS AS OUTLINED IN THE USBC.
34. BUILDINGS AND STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY
PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF
POSITIVE FOR SUCH SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS.
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.
2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
(PLACED IN SINGLE LIFT)
4" TYPE 21 B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
3" CONCRETE COLLAR
CRUSHED STONE BEDDING
6" DI CLEANOUT
PLUG AT END OF LINE
CLEANOUT DETAIL
NOTE, MIN. 60' DIAMETER MANHDLE
REQUIRED.
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1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO
(2) FEET.
2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO
THE DROP FITTING WITH STANDARD GASKETJOINT.
3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF
STAINLESS STEEL.
4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT
TO SPRING LINE OF MANHOLE INVERT.
5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT45 DEGREES, INTO THE FLOW.
6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS.
7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR
TWO 8" DIAMETER DROP CONNECTIONS.
STANDARD INTERNAL DROP CONNECTION
N.T.S.
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695.005
SHEET NO.
C1.0
�W W —
s1—' W —
— —
\ W�
\
\
MHS
TOP=56754'
INV. IN=559.06'8"PVC (SW, SCH)
INV. IN=558.94' (SE)
INV. OUT=558.86' 8"PVC
s
W / WATERLINE PER
_ _ ---be+ -. EP 'SBS. \ \ \ �ACSA MAPPING /
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/ ROCKARMOR/ WKS �"/
/ SLOPE PROTECT. (POWER POLE) 3MAPLES
�
NO
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VAR. HARDWOODS >6"
\ \ \ ISO
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t I
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- - ^ \ ` IUV. OUT=5S0.12'8"PVC_
1 \ -573- - \ _
----- METAL
\ 1 ' - - - - - -tANDINQ
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1 I 1 �•-- / / / /------�-_-_ --- METAL \
- - X7'x\57'
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-573----
`-574--_--
- 8/GN
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- - -BUSESONLY'
— GATE POST
NO TRESPASS' -
\� 12" OAK
METAL RAMP
W/RAIL 576-
/
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'\\>
%3„MAPLE
''> \
5.5' MAPLE
l l i / I EX 1 LEVEL
MODULAR CLASSROOM = m /
MAILBOX
EXISTING SOCCER GOALS TO BE BUILDING coNc.
RELOCATED AS NEEDED DURING I / / / I / ¢
CONSTRUCTION
I /I
(PART OF) TMP 60-78A
COUNTYOFALBEMARLE \\ \ \ \\° METAL /
Cok
REF lE
PAD \ /
EDGE OF FIELD AND \ \ % 2 LANDING \
SCHOOL BOARD EXISTING GOAL (TYP.) \ \ \ \ C I 8.3'x 5.3' \
\ \ \ 1
DB. 287, PG. 414 \ / �� \ WICANOPY
ZONED: RA (RURAL AREAS) /
I I /METAL RAMP PSPNF coNc
Q\ I I I l\ 1 W/RAIL
/ CT \ \ \ \ \ �P CONC. CONO
(A\SPH.NRAMP) W �® l (AT DOOR) B /sj,
DG ON
\ DBL. DOOR
CONC. 'Cl' L=6.0'
APRON THRESH=580.71'
ROLL
BENbHMARK \ CONC.
= G /MAIL SET 11 1 1 1
'e IN %NTED A' I
/ EL 1=580.25' I
EX. 1 LEVEL
�Q / k BLOCK SCHOOL FACILITY
(RAISED CLEARANCE)
ALBEMARLE HIGH SCHOOL'
2775 HYDRAULIC RD.
1
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1
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DATE
0511012021
DRAWN BY
KR
DESIGNED BY
KR
CHECKED BY
BC
SCALE
1"=20'
SCALE V=20'
0 20' 40'
H
IOB NO.
695.00
SHEET NO.
C2.0
APPROX. LOCATION
OF EXISTING FHA
_W � W _
\ W �
WATERLINE PER
\
\
\
ACSA MAPPING
�GT
ROCKARMOR/ 3"MAPLE
SLOPEPROTECT (POWER POLE)LE) \
NO AERIAL
ATTACH.
VAR. HARDWOODS >6"
All
\
RAMP WITH \UGT Ea
HANDRAILS (TYP.). 15'
DESIGN BY OTHERS.—
—ucr
(PART OF) TMP 60-78A
COUNTY OFALBEMARLE
SCHOOL BOARD
DB. 287, PG. 414
ZONED: RA (RURAL AREAS)
MODULAR CLASSROOM
FFE: 575.15'
192 LF WATER SERVICE
EDGE OF FIELD AND
EXISTING GOAL (TYR)
A
RAISED AND
SLOPED WALKWAY
WITH HANDRAILS
(DESIGNED BY
OTHERS)
3"MAPLE
VD
24"POPLAR
CLEANOUT
24"POPLAR
`gas'
2
ye
ye
/
3" MAPLE
ye
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1�
W
MHS
TOP=56754'
INV. IN=559.06' 8" PVC (SW, SCH.)
INV. IN=558.94' (SE)
INV. OUT=558.86' 8" PVC
s
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v
/
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SIGN:
FIRE
INTI�RNAL DROP CONNECTION. SEE
LANE'
9ETAIL ON SHEET C1.0.
28"OA�K
IPOWER 7 (I�
CABINET/
RACK 18"MAPLE
Q
- MHS
TOP=570.60'
INV. IN=560.38' 8" PVC
INV. OUT=560.12' 8" PVC
METAL
LANDING
8.2'x 57'
METAL
LANDING
/ \
57'x 5.7'
MErA`
EX. 1 LEVEL
MODULAR CLASSROOM
BUILDING
EXISTING SWALE TO
/ BE MODIFIED AND
REROUTED
METAL
? LANDING
8.3'x 53'
W/CANOPY
l
v FTAL RAMP
'.'. W/RAIL —
MAINTAIN 1.5' VERTIC
CLEARANCE (MIN.) AT UTILI
CROSSING
0
BENCHMARK
f,4G NAIL SET
V)RAINTED 'A'
METER _j
Q4
� Qc,)
EXISTING FHA
/
CONC.
APRON
580.61'J•
CONC. I
CONC.
(AT DOOR)
DBL. DOOR
'Cl' L=6.0'
THRESH=580.71'
ROLL DOOR
L=18.0'
ti
/ Q. 3"
5.5' MAPLE
i
MAILBOX
CONC. (n
i
/ PPTN
PSPNP�'f VEN & PEO C
ONC
W-06j,WA44
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CONC.
REFUSE
PAD
0
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—� SIGN:
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— SIGN.'
BUSES ONLY'
GATE POST
- SIGN.
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TIE TO EXISTING WATER MAIN. SIZE AND DEPTH OF LINE
TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
EX. I LEVEL
BLOCKSCHOOL FACILITY
(RAISED CLEARANCE)
ALBEMARLE HIGH SCHOOL'
2775 HYDRAULIC RD.
V
Q
m
00
SCALE 1"=20'
0 20' 40'
LEGEND:
LIGHT DUTY ASPHALT
NOTE: COORDINATE FINAL SEWER AND WATER
ROUTING, SIZING, AND CONNECTION TO EXISTING
FACILITIES WITH MEP ENGINEER PRIOR TO BEGINNING
CONSTRUCTION. ALL PROPOSED UTILITIES TO BE
CONSTRUCTED TO ACSA STANDARDS.
Bryan D. Cichocki Z
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DATE
0511012021
DRAWN BY
KR
DESIGNED BY
KR
CHECKED BY
BC
SCALE
1"=20'
JOB NO.
695.005
SHEET NO.
C4.0
MHS
TOP=56754'
INV. IN=559.06' 8" PVC (SW, SCH)
INV. IN=558.94' (SE)
INV. OUT=558.86' 8" PVC
—w___
s�
iW_ --w—�
_ _ \ l7. WATERLINE PER
6ES. \\ \�ACSA MAPPING /
—565� — — — — — _ \ �s� \W _ /W
cbr
/ ROCKARMOR/ WK5 �" /
/ SLOPE PROTECT. (POWER POLE) 3�MAPLE \ \ 1 Q
NO
�570-
VAR. HARDWOODS >6""i2
/569 cly
o _ ��/ / / /
572.95'
LEVE� LANDING '511 IN,
' 15 LF RAMP
�'^ 1 Q8.33%MAX
571L70 571.78' \ \ \ \ 3-MAP \ / / I^ S6. \ \ \ \ —U�T -� TELCOM \ \5
\ ' � 5.15' 28 LF RAMP �O Sj7 \ \ \ r \ \ \ / / II I \ �� \ \ \ / \ / VAULT / / \ \UGr \ -� IGI YN.
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\ IN _ \ 244' PO�P(LLAAR I _ _ \ I WK85
\I 13' WIDE BY 6' LONG FFE=575.15' /\I \ \ \ �'tl�S- 24"POPL44R\ �I OLEER/ \ \ \ \ GATEPOST \ SIGN:
I LEV SPREADER / \ ` � - - � Pr\ � � � � \ \ \ - �s�\ _ _ ,BL(�SES ONLY'
I 1.8% CROSS "'((( \ 9 5/GN.\
/ / 1 f SLOPE (TYP.) 1 - - _ yc�% - - ' �/ \ IyIRE/ \ GATEPOST - -
FILL TO I DOWNSPOUT (TYP.) \ \ / _ _ _ - \ / I/\ I \ \ \ \ i l
571.06' 28"OAK\
1 2%MIN. \ \ � \-- - - - - -Na TRESPASS'-
SLOPE ` \ S II cCAABW/NETP'.1�" l / / 12"OAK
10 / / RACK- _ \Sj 18"MAPLE / / - _
/h MODULAR CLASSROOM / 9P \ l � -573- - - -
/ FFE: 5i5.15' / / ' 572 \ / H
\ ��''` - -INV Ws568.38'8".eVC
\ / \ -5 /�3/- 1MV. �T=560. 1� "PVC_ _ _ _ - _ / , - - -574-
/ -
1\ \ - - - ` / / - - - - - - - - _
- - - - - -LANDINQ
1 1 57227' - _ METAL /
/ / / T7'A\5.7'
10LFRAM _ot // / y�0 M B'-, \
28 LF RAMP @ 8. 3% MAX / CUT f0 / / 5 2.95' MAX y1R�575 , / / . ETgL /i%9MpW/�/( \ \ \ \
/ 572132"
/ I
DITCH B / 40000, 1 ' / / 6 6 I METAL
A RAW �576- -
/ \ 1�
4 / 66I \
FFE=575.15'
575.05' /' / / ' / / / I I \ \ U)
/ LEVEL LAXbING/
FILL TO
574.95' 3" MA E rLo O \
5.5' MAPLE {
EX. 1 LEVEL W
/ ` I 575.50 I MODULAR CLASSROOM = MAILBOX \
hl 1 575.50'71 I / BUILDING
5CONC ¢
�
\ v 1 576.00' 1 1 I REF Q COP% \\ 1\
/ 1 I E \sus\ l
/ / 1 b76.52' 576:6 \ PAD /
1 \ \
(PART OF) TMP 60-78A
COUNTY OFALBEMARLE
SCHOOL BOARD
DB. 287, PG. 414
ZONED: RA (RURAL AREAS)
/
/
/
/
' EDGE OF FIELD AND
EXISTING GOAL (TYP.)
�577.45' m
\ 577.35'
f \\ \ \ \ \ DITCH / I
\ \ \ \ = m METAL \ \
\ o w 78.0 i LANDING
\ \ r 8.3'x 5.3' \ \
\ \ \ w 6� cS \ , � � \ W/CANOPY
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BGOG R OONQ
DBL. DOOR SK/OS�ON BLDG ON
CONC. 'Cl' L=6.0' S/ripS)
\ \ / APRON THRESH=580.71'
/ \ �EXE580.0T 580.61'J ROLLDOOR
BENCHMARK \ CONC.
l G MAIL SET
j IN %NTED A' I I
EL 1=580.25' I
/ Q
EX. 1 LEVEL
x BLOCKSCHOOL FACILITY
(RAISED CLEARANCE)
ALBEMARLE HIGH SCHOOL'
2775 HYDRAULIC RD.
WATERLINEPER l
ACSA MAPPING /
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DATE
0511012021
DRAWN BY
KR
DESIGNED BY
KR
CHECKED BY
BC
SCALE
1"=20'
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JOB NO.
44695.005
SHEET NO.
C5.0