HomeMy WebLinkAboutSDP201900022 Plan - Other (not approved) 2019-06-06 (3)BROWNSVILLE ES MODULAR CLASSROOM
MINOR SITE PLAN AMENDMENT TO SDP200700105
SITE DATA:
ENGINEER: TIMMONS GROUP
608 PRESTON AVE.
CHARLOTTESVILLE, VA 22903
TELEPHONE: 434-327-1688
CONTACT: JONATHAN SHOWALTER, P.E.
JONATHAN.SHOWALTER@TI MMONS.COM
TAX MAP PARCEL: 05600-00-00-017AO
LIMITS OF DISTURBANCE: 7,148 SQ. FT.
ZONING: R1 - RESIDENTIAL
EC - ENTRANCE CORRIDOR
MAXIMUM BUILDING HEIGHT: 35 FT.
SETBACKS: FRONT = 5 FT.
REAR = 20 FT.
SIDE = NONE
ADJACENT PARCEL TMP 56-15: OWNER: CHRISTOPHER H. HOLDEN OR MARGARET W. HOLDEN
ZONING: R1 - RESIDENTIAL
MAGISTERIAL DISTRICT: WHITE HALL
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP.
JOSEPH MEDLEY, LS
28 IMPERIAL DRIVE
STAUNTON, VIRGINIA 24401
(540) 885-0786
(MAY 24-25, 2018)
DATUM: HORIZONTAL: NAD83 (NA 2011), VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET
PROPOSED USES: MODULAR CLASSROOM
WETLAND IMPACTS: NONE
UTILITIES: ACSA
DRAINAGE DISTRICT: LICKINGHOLE CREEK
PARCEL IS WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED
THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.
COUNTY OF ALBEMARLE, VIRGINIA
WHITE HALL DISTRICT
DUNE 51 2019
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OWNER:
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ALBEMARLE COUNTY SCHOOL BOARD
401 M CI NTI RE RD
CHARLOTTESVILLE, VA 22902
CONTACT: MATT WERTMAN
TELEPHONE: (540) 447-0682
FAX: (434) 293-0294
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE.
CHARLOTTESVILLE, VA 22903
CONTACT: JONATHAN SHOWALTER, P.E.
TELEPHONE: 434-327-1681
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Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER
C0.1
OVERALL LOR SITE PLAN
C1.0
NOTES AND DETAILS
C2.0
EXISTING CONDITIONS
C3.0
SITE PLAN
NUMBER OF SHEETS = 5
APPROVALS
DATE
DEPARTMENT OF COMM MTY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
A.RB
DEPARTMENT OF FIRE RESCUE
ALBELMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMNT OF TRANSPORTATION
HEALTH DEPARTMENT
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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 2015 UNIFORM STATEWIDE BUILDING CODE, 2012 VIRGINIA CONSTRUCTION CODE, 2010
ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1-03.
22. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
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 2A (HORIZONTAL -.VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS
Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF
OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL
ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT
STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS
STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL
INSPECTOR.
GENERAL CONSTRUCTION NOTES FOR EROSION & SEDIMENT
CONTROL
1. 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.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE
FIRST STEP IN CLEARING.
3. 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.
4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
OWNER.
5. 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.
6. 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.
7. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
8. 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.
9. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER
ZONING ORDINANCE SECTION 5.1.28.
10. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE
CODE OF ALBEMARLE.
11. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE
LIMITED TO THE HOURS OF 7:OOAM TO 9:0013M.
12. 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.
13. 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.
14. 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.
15. 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.
16. 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.
17. 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)
VARIABLE WIDTH'
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
\
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
DENOTES SIDEWALK PAVEMENT ON PLANS
0
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
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DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
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EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
3" CONCRETE COLLAR
L� CRUSHED STONE BEDDING
6" DI CLEANOUT
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CLEANOUT DETAIL
No Scale
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
EXISTING PAVEMENT PROPOSED PAVEMENT "QUICK REFERENCE FOR ALL REGIONS"
H
> PLANTING DATES SPECIES RATE (LBS./ACRE)
SAWCUT THROUGH a MATCH EX. CROSS
EX. SURFACE Lu SLOPE UNLESS OTHERWISE
U SEPT. 1 -FEB. 15 50/50 MIX OF
X COURSE w SPECIFIED ON PLANS ANNUAL RYEGRASS
w & REMOVE (LOLIUM MULTI-FLORUM)
PAVEMENT PROPOSED & 50-100
2' MIN. SURFACE CEREAL (WINTER) RYE
2" ± COURSE (SECALE CEREALE)
EXISTING FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100
PAVEMENT (LOLIUM MULTI-FLORUM)
MAY 1 - AUG. 31 GERMAN MILLET 50
MILL EX. (SETARIA ITALICA)
SURFACE COURSE
SAWCUT EX. BASE COURSE TS 3.31
EDGE OF PAVEMENT AGGR. BASE
TEMPORARY SEEDING PLANT MATERIALS
NOTE: PROPOSED PAVEMENT MUST TIE No Scale
IN WITH EXISTING PAVEMENT
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
200 -
240.50
LEGEND
GRADING AND DRAINAGE
STORM PIPE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ABBREVIATIONS
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
EX. = EXISTING
PROP.=PROPOSED
APPROX. = APPROXIMATE
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
TOTAL LBS. PER ACRE
MINIMUM CARE LAWN
COMMERCIAL OR RESIDENTIAL 175-200 LBS.
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
IMPROVED PERENNIAL RYEGRASS 0-5%
KENTUCKY BLUEGRASS 0-5%
GENERAL SLOPE (3:1 OR LESS)
KENTUCKY 31 FESCUE 128 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP * 20 LBS.
150 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1)
KENTUCKY 31 FESCUE 108 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP * 20 LBS.
CROWNVETCH ** 20 LBS.
150 LBS.
* USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES
AS STATED BELOW:
FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE
MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE
** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU
OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED
MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE
ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER
SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES.
s
3.32
PERMANENT SEEDING MIX FOR PIEDMONT AREA
No Scale
1. SET THE STAKES.
6'
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3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE
EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
jam- IIII
FLC
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
SF DRAINAGEWAY INSTALLATION 3.05-2
(FRONT ELEVATION) O
SILT FENCE (W/O WIRE SUPPORT)
No Scale
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DATE
411612019
DRAWN BY
Z. DAHL
DESIGNED BY
1. SHOWALTER
CHECKED BY
C. KOTARSKI
SCALE
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JOB NO.
43514
SHEET NO.
C1.0
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
L
MHD
TOP=688.20'
INV IN=683.25 15" HDPE (N)
INV OUT=683.22' 15" HDPE (SE) D
CURB RAMP \
FFE=689.57'
SINGLE METAL W SD INLET W/GRATE
DOOR TOP=687.55'
INV OUT=679.15' 24 " HDPE (NE)
FFE=689.60' INV 1N=679.23' 18" HDPE (W)
SINGLE METAL EP /
DOOR �f
�, w 19.E
FFE=689.61' 16 EP -
SINGLE METAL RHp,NC 6�9
DOOR 3�.1' CANOPY OBE
w i
16.4' �� CONC. � �� r12"MAPLE /
ROOF DRAIN (TYP) 31.1, 4„ (TYP) \ ^�� �`�
a W ovHD POST 41X BRICK W�YP \ /
CONC-
i
FFE=689.57 / g9'
DOUBLE METAL CLEAN OUT �6, I i 6 SD INLET W/GRATE
��. I TOP=688.00
DOOR % j \ I INV 1N=681.06' 15" HDPE (N)
LANDSCAPE 77MBE/RS � INV OUT=680.06' 18" HDPE (E)
6'XeTYP) / INV 1N=680.19' 18" HDPE (S)
CONC. /
C
/
1 /
1
1 /1
SHED l
ROOF DRAIN (TYP) l /
SD INLET W/GRATE
TOP=688.34'
INV OUT=682.19' 18" HDPE (NE)
INV IN=682.23' 18" HDPE (S) W i10 JQ
MHGR 18" NYOPLAST STR
TOP=687.70' \
c� INV OUT=683.55' 12" HDPE (W)
7z
O p
-
TOP=688.4� \ \ l 2ND BASE
m INV OUT=682.19 HDPE 18" (N) /
i N INV 1N=682.99 12" HDPE (E) \
G� w INV IN=682.32 18" HDPE (SW) �` \
V \ /
FFE=689.42 \ /
DOUBLE METAL \ O
DOOR
FFE=689.49 -
DOUBLE METAL \
/
/ DOOR
(DEPRESSED)
l CONC.
EP C&G 8�I SWK
-----CF�R$-- •6
1 "STUDENT UNLOADING
/
_ T/W=690.89'
690 � _
8" MAPLE 6" MAPLE BRICK WALL
1.33' (W)
MHGR
STOP=689.43'
INV 1N=683.12' 15" HDPE (NW)
INV OUT=683.08' 18" HDPE (NE)
T/W=690.94'
i
69
i
(5) 16-18" CONIFER TREE O / 12" HOLL Y
/ 6g
/
1 � /
/v
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3RD BASE
®
STORM DRAIN INLET W1 GRATE
®
STORM MANHOLE W1 GRATE (CIRCULAR)
O
ROOF DRAIN
Q
STORM DRAINAGE (SD) MANHOLE
RCP
REINFORCED CONCRETE PIPE
HDPE
HIGH -DENSITY POL YETHYLENE PIPE
®
CLEAN -OUT
-X
FENCE -LINE
UFO
UNDERGROUND FIBER OPTIC
EDGE OF PAVEMENT (EP)
DECIDUOUS TREE (DEC)
CONIFEROUS TREE
CONC.
CONCRETE
SWK
SIDEWALK
C&G
CURB & GUTTER
-u--
SIGN
CONTOUR INTERVAL = 1'
NOTES:
1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE
GRID, SOUTH ZONE. VERTICAL DATUM IS BASED ON NA VD 88. DATUM
ESTABLISHED FROM NETWORK GPS OBSERVATIONS VIA LEICA
SmartNET.
2. TOPOGRAPHIC DATA DEPICTED HEREON IS BASED ON CURRENT
FIELD SURVEY BY THIS FIRM COMPLETED ON MARCH 28, 2019.
3. NO TITLE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH
ARE NOT SHOWN HEREON.
4. THIS IS NOT A BOUNDARY SURVEY.
5. MISS UTILITY TICKET INITIATED; TICKET NO. A909104836. NO
UNDERGROUND UTILITYINVESTIGATION BEYOND INFORMATION
PROVIDED VIA MISS UTILITY HAS BEEN CONDUCTED BY THIS FIRM.
ASPHALT
i 4' METAL FENCE
(L=24
14" MAPLE - 7z -
/ BALLPARK MEMORIAL
-689 - I / - - - 689- -� SIGN-��
�F°
8' METAL FENCE
(L=117) — uFo� _ - -
--- — UFO— _ - - - -688- - - - - - - - - - - - - - - - - - - - - - - - - -
-
- 689 - -
(5) 14-16" CpOAUFE9 TREE _ _ - - - - - (8) 14-16" CONIFER TREE
APPLY DUST CONTROL AS REQUIRED BY VESCH
DC TS 3.39 TO ALL DISTURBED AREAS AND APPLY
TEMPORARY SEEDING AS REQUIRED BY VESCH
3.31 TO ALL AREAS THAT WILL NOT BE
BROUGHT TO FINAL GRADE FOR A PERIOD OF
MORE THAN 30 DAYS.
M
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DATE
411612019
DRAWN BY
Z. DAHL
DESIGNED BY
J. SHOWALTER
CHECKED BY
C. KOTARSKI
SCALE
ill =20'
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JOB NO.
43514
SHEET NO.
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FFE=689.57
DOUBLE METAL
DOOR -
TIE TO EX.
SEE PAVEMENT
REPLACEMENT
JOINT DETAIL.
17.8'
- CLEAN
SAWCUT, REMOVE AND
REPLACE CONCRETE AS
REQUIRED FOR WATER AND
SEWER CONNECTIONS
PRIVATE SANITARY SEWER
FORCE MAIN BY OTHERS. SEE
P1.1 - FLOOR PLUMBING PLAN
FFE=689.57'
SINGLE METAL W SD INLET W/GRATE
DOOR TOP=687.55'
INV OUT=679.15' 24" HDPE (NE)
FFE=689.60' INV 1N=679.23' 18" HDPE (W)
SINGLE METAL EP /
DOOR 12
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FFE=689.61' 16 4' EP - 60
SINGLE METAL RHANG
DOOR 37.�' CANOPY OBE
w / /
16.4' '� CONC. I � �� 12" MAPLE
ROOF DRAIN (TYP) (TYP) \ ��
37.�' POST 4„X4" (T BRICK W ALL \ ��` / � � � Xa""56
16A' OvHD 33, (N/) 6ga
CONC' / I G 1j / � % - \ 6$aoQ/ � � � X66"y1, x
JT �� �� 6a82a SD INLET W/GRATE
I TOP=688.00'
�, X6""10 INV IN=681.06' 15" HDPE (N)
LANDSCAPE TYMBE/RS � INV OUT=680.06 18 HDPE (E) p2
689.3r-�9 / 1"x13\6 ITYP) INV IN=680.19' 18" HDPE (S) 6 a16 X6ga
689.15 / PRIVATE WATERLINE BY OTHERS. X 9
1g SEE P1.1 - FLOOR PLUMBING PLAN 6"ag6
ag' CONTRACTOR TO PROVIDE A X
6 W 6'X6' LANDING �
1.5% CROSS SLOPE TOWARD AT 688.60 6"a9
THE EAST TO ENSURE' 1, X
POSITIVE DRAINAGE OFF / CLEANOUT (TYP.) 6aa- SHALLOW SWALE AT 1.25% SLOPE
N PATH IN DOWN HILL INV. = 684.00 8" HDPE PIPE /
�Z DIRECTION 5, / TEE 6" HDPE ROOF MIN. SLOPE 1% (TYP.) / aa36
X6"a1/ DRAIN INTO 8" HDPE �, � � 6$a63 xa
689.49 g�� 2T LONG RAMP TEE 6" HDPE ROOF DRAIN' 16ago3 X
2� gLr INTO 8 HDPE g6 X
WITH HANDRAILS X66S.
I (DESIGNED BY $11, 1
II ' OTHERS) 10 x6a I �o/
15" NYOPLAST BASIN J
SHED 6a 2� 66561 88 (OR APPROVED EQUAL)
ROOF DRAIN (TYP) WITH STANDARD GRATE
689.20 688.50 687.78 TOP = 687.50 /
SDINLETW/GRATE 6 ,v 8' INV.= 684.70 3 / a110 x6ag��
TOP=688.34' 1� 2 EX. SHALLOW SWALE AT 1.08% SLOPE 6a$g Xa
INV OUT=682.19' 18" HDPE (NE) 60' DECK 688.66' X /
INV IN=682.23' 18" HDPE (S) W e` / 690.70 Xa""10 J�O
8" HDPE PIPE 688j 6' T
MIN SLOPE 1% (TYP.) , EX.
CONNECT TO EX. SD INLET MHGR 18"NYOPLAST STR 688.47' WST LED
INV. = 683.30 6 ARCHITECTURAL
TOP=687.70' � 6a"' � � p,3 6a1 g9
z INV OUT=683.55' 12"HDPE (W) �I (TYP.) WALL SCONCE 64' 3, � �� \ 6 aa1 x6a"
/ \ \ 03 x 9
a\
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< MHD 688.02 6aa J� \ xa
TOP=688.42' I P \ A9 x6 / \ \ / 2ND BASE
m INV OUT=682.19 HDPE 18" (N) \ ti 93.67'
Xa
MHD I i N INV IN=682.99 12" HDPE (E) \
TOP=688.20' p z W INV 1N=682.32 18" HDPE (SW) \ 9 40' 35 X6"a PROPOSED 93.67' x 64'
INV IN=683.25 15" HDPE (N) U g� XMODULAR CLASSROOMS
INV OUT=683.22' 15" HDPE (SE) D 3A FFE=689.42 \ FFE = 690.70 o y6 "a 13
\ � SHALLOW SWALE AT 1.5 /o SLOPE 6 '
x68g. / DOUBLE METAL WST LED ARCHITECTURAL \ 9 6ga 3 X 66 X
a 6
DOOR \ WALL SCONCE (TYP.) 6 6ga•aX
FFE=689.49 6aa.6X
X , 1' DOUBLE METAL �52' ag.2a x
DOOR TS 6 EX. TEE 6" HDPE ROOF
96 19 ag• / $a 690.70 688.39' DRAIN INTO 8 HDPE
3$ CURB RAMP \ ag' 6ag' 6 a
� X I P
X60' (DEPRESSED) x / I Ex. 6aa61 x6a$a3 X6ga6 x6"" Xa"a
CONC. 688.17' BS 15" NYOPLAST BASINx
6"a52 EP 0 \Q� SWK / / I 688.20 6' T (OR APPROVED EQUAL)
_ _ _ --CURB _ _ G& 66✓ ag13 8$ $$ WITH STANDARD GRATE 3RD BASE
TOP =687.25
8 HDPE PIPE �8 INV.=684.25
'STUDENT UNLOADING j �, ASPHAL MIN SLOPE 1% (TYP) 6'_ X
_ _ 690 T/W=690.89' �ONNECT TO EX. NYOPLAST L/ / BASIN 688.10 8" HDPE PIPE 6 0�' 4'METAL FENCE
a -\ / � / - �688.19 0 o a1 a 9 ag' - '
_ EP , INV. IN = 683.19 �F MIN SLOPE 1 /o (TYP.) "a8�' 6aa• X6a �c2 (L=24)
8" MAPLE 6" MAPLE BRICK WALL SHALLOW SWALE AT X� _ 1- -�- - - o- - - xa X
a'
1.33' (W) y� \ / i 1.25% SLOPE 4" M 6aa96 Xa / x6 SHALLOW SWALE AT 1.25% SLOPE
�� MHGR 6g0 X BALLPARK MEMORIAL
` T�OP=689.43' x TEE 6" HDPE ROOF SIGN
INV IN=683.12' 15" HDPE NW FIRE LANE per/ 5 - 6" RISERS WITH
( ) DRAIN INTO 8 HDPE �F HANDRAILS yo g61 10 yy
INV OUT=683.08' 18"HDPE NE CENTER LINE a•
( ) y� I DESIGNE BY OTHERS 66 aay3 a"a xa" 6a$ 6"
8 METAL FENCE I ( 6� ) 6s xa x x x
A\,� T/W=690.94' �/ (L=1179 CLEANOUT(TYP.) - UFO / _---_ / X6a Xa----------
20' WIDE TRAVEL WAY FOR FIRE INV. = 683.54 _ _ _ _ _ - -688- - - - - - _ _ _ _ _ _ _ -
i igo86 ACCESS TO BE KEPT CLEAR WITH A 689-
X
a 01
y6 / / MINIMUM VERTICAL CLEARANCE OF 13.5'
. ' (5) 16-18"CONIFER TREE / 12" HOLL Y Fp - - _
/ 6S6 �y 6"6 �1 686 �y x6a6 5
X6913 X6"g5Q (5) 14-16"C,0AUFE9 TREE _ _ _ - - - X666 x69663 (8) 14-16" CONIFER TREE X X X
i
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LIGHTING NOTES:
1. ALL LUMINARIES OVER 3,000 LUMENS
SHALL BE FULL CUTOFF FIXTURES.
2. LIGHT LOSS FACTOR SHALL BE ONE (1)
APPLY STORM DRAIN INLET PROTECTION AS
IP REQUIRED BY VESCH 3.07 PRIOR TO BEGINNING
CONSTRUCTION. CONTRACTOR TO REMOVE
INLET PROTECTION ONCE DRAINAGE AREA
HAS BEEN STABILIZED.
APPLY FERTILIZER, SEEDING, AND MULCHING
MU PS AS REQUIRED BY VESCH 3.31 AND 3.32 TO ALL
NON -PAVED AREAS DISTURBED BY
CONSTRUCTION WITHIN SEVEN DAYS AFTER
FINAL GRADE IS ACHIEVED.
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DATE
411612019
DRAWN BY
Z. DAHL
DESIGNED BY
J. SHOWALTER
CHECKED BY
C. KOTARSKI
SCALE
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