HomeMy WebLinkAboutARB201700046 Plan - Submittal (First) Initial Site Plan 2017-05-08 (2)SITE DATA:
TAX MAP PARCEL: 55E -01-A1
PARCEL AREA: 206.382 AC
LIMITS OF DISTURBANCE: 3.60 ACRES
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)
OVERLAY DISTRICT: ENTRANCE CORRIDORS OVERLAY
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
TELEPHONE: 540-885-0920
CONTACT: PAUL HUBER, L.S.
PAUL.HUBER@TIMMONS.COM
SURVEY CONDUCTED: MARCH 2017
DATUM: HORIZONTAL: NAD83(NA201'I) VIRGINIA STATE GRID SOUTH
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTN ET
REQUIRED BUILDING SETBACKS: FRONT(MIN): 0 FT
FRONT(MAX): 25 FT
SIDE (MIN): 0 FT
REAR(MIN): OFT
BUILDING HEIGHT: 52'
BUILDING SQUARE FOOTAGE: 27,930 SF (GROSS)
PROPOSED USES: RETAIL: 1,435 SF
BREWERY/RESTURANT: 5,360 SF
RESIDENTIAL: 6 1 -BEDROOM UNITS, 12 2 -BEDROOM UNITS
TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.71 ACRES
KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATION.
WETLAND IMPACTS: NONE
UTILITIES: ACSA
DRAINAGE DISTRICT: LICKING HOLE CREEK WATER SUPPLY WATERSHED
PARKING REQUIRED: SEE SHEET C4.1
PARKING PROVIDED: SEE SHEET C4.1
ADA PARKING PROVIDED: 2 SPACES
Trip Generation for Old Trail Village - Block 6, Phase 1
LAND USE ITE CODE
AMOUNT
UNITS
TRIP
TYPE
ADT
Multifamily 220
18
DU
New
120
Retail 820
1,435
SF (GFA)
New
62
Restaurant 932
5,360
SF (GFA)
New
682
C4.1
BLOCK 6 PHASE 1 PARKING EXHIBIT
Tota 1
GRADING & DRAINAGE PLAN
863
,$IN Ilk i
1 At
5/8/2017
VICINITY MAP
SCALE: 1" = 21000'
OWNER:
MARCH MOUNTAIN PROPERTIES LLC
800 EAST JEFFERSON STREET
CHARLOTTESVILLE VA, 22902
DEVELOPER:
BUILDING MANAGEMENT CO.
400 LOCUST AVENUE, 3
CHARLOTTESVILLE, VA 22902
CONTACT: REID MURPHY
TELEPHONE: (434) 977-6406
EMAIL: REID@ BMCHOLDINGSGROUP.COM
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE STE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CLINT SHIFFLETT, PE
TELEPHONE: (434) 327-1690
EMAIL: CLINT.SHIFFLE17@TIMMONS.COM
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
C1.0
NOTES & DETAILS
C1.1
NOTES & DETAILS
C1.2
NOTES & DETAILS
C2.0
EXISTING CONDITIONS & DEMO PLAN
C3.0
EROSION & SEDIMENT CONTROL NOTES & DETAILS
C3.1
EROSION & SEDIMENT CONTROL PHASE 1
C3.2
EROSION & SEDIMENT CONTROL PHASE II
C4.0
LAYOUT & UTILITY PLAN
C4.1
BLOCK 6 PHASE 1 PARKING EXHIBIT
C5.0
GRADING & DRAINAGE PLAN
C6.0
STORMWATER SUMMARY PLAN
C7.0
PROFILES
L1.0
LANDSCAPE PLAN
TOTAL SHEETS = 14
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DRAWN BY
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CHECKED BY
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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 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).
BLASTING NOTES
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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.
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DATE
05/08/17
DRAWN BY
J. WILSON
DESIGNED BY
C. SHIFFLFTT
CHECKED BY
C. KOTARSKI
SCALE
N/A
GENERAL NOTES
GENERAL
CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1.
ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
1.
THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
2.
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE
PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
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
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
2.
ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED
4.
VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
5.
THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND
CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
SEDIMENT CONTROL REGULATIONS.
6.
UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION
3.
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE
PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW
FIRST STEP IN CLEARING.
PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN
4.
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON
ACCORDANCE WITH SPECIFICATIONS.
THE SITE AT ALL TIMES.
7.
ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
5.
PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
8.
ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76.
THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE
PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT
CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
STANDARDS AND SPECIFICATIONS.
REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
9.
IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS
6.
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
10.
ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
PLAN APPROVING AUTHORITY.
7.
ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
11.
ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
12.
DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE
STABILIZATION IS ACHIEVED.
RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY
g
DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING
THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER.
DEVICE.
13.
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
9.
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN
IMMEDIATELY.
ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE
10
ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.
11.
ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE
14.
CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE
INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
TRUNK LINES. (NIA)
12.
BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER
15.
THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE
ZONING ORDINANCE SECTION 5.1.28.
COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
13.
ALL INERT MATERIALS SHALL BE TRANSPORTED !N COMPLIANCE WITH SECTION 13-301 OF THE
16.
VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE
CODE OF ALBEMARLE.
ADDITIONAL FACILITIES AS DEEMED NECESSARY.
14.
BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE
ACTIVITY
17.
VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED
LIMITED TO THE HOURS OF TO 9:OOPM.
FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S
15.
BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS
REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO
SURFACE COURSE(S).
ES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET
ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, R
18.
A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30
BECAUSE OF SLIDES, SINKING, COLLAPSE.
GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
16.
THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO
19.
THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE
PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION
FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT,
20.
THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
BUILDING OR OTHER PORTION OF THE PROPERTY.
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).
17.
TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE
CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF
SURFACE COURSE(S).
ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OFANNUAL
21.
A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL
RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO
PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
22.
ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO
EROSION CONTROL INSPECTOR.
CONDITIONING OF THE SUBGRADE.
18.
PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND
23.
CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS
MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS11000SF,
AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT
INCORPORATED
24.
APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A
S/ACRE AND CONSIST OFA 10-20-10HES NUTRIENT MIXT PERMANENT SEEDING SHALL BE
PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT
APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5%
MAINTAINED RIGHT OF WAY. (N/A)
PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT
25.
GRADE LINES ON (PROFILES DENOTE FINISHED GRADE OF CENTER LINE
80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
OF ROAD. (N/A)
INSPECTOR.
26.
ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
19.
MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL
SLOPE OF 0.004 ft.. /ft.
EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED
27.
WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE
IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS
SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO
28.
CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE
ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT
STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR
SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON
20.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30
STATE ROADS.
DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO
29.
ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE
APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03.
21.
THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE
30.
THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
31.
HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
22.
PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9)
32.
ALL EXCAVATED ,AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE
MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION
PLACED AT THE END OF THE DAY
ORDINANCE SECTION 17-2076)
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 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).
BLASTING NOTES
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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.
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DATE
05/08/17
DRAWN BY
J. WILSON
DESIGNED BY
C. SHIFFLFTT
CHECKED BY
C. KOTARSKI
SCALE
N/A
ROADS LEGEND
MKTY I GV11.11
5100-WRE $M-;5WFM
TOW AWAY ZONE TOW AWAY ZON11
E
VAN
6' ABOVE ACCE89BLE 6' ABOVE
FINISHED FINISHED
GRADE GRADE
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING
SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)
WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
BE PLACED ON STEEL POST 1-1/2" 0 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,
WHITE BACKGROUND.
PARKING SIGNS FOR THE DISABLED
No Scale
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND HANDICAP SIGN
HANDICAP SIGN LOCATION (VAN)
LOCATION (TYP.)
\
d 6..
TRAFFIC STOP BAR
4
STORM PIPE & STRUCTURE NO.
0
PAINTED
�
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
DROP INLET & STRUCTURE NO.
a
CURB
2% MAX.
CURB & GUTTER
°d 4 d
DRY CURB & GUTTER
VDOT
PROPOSED PAVEMENT
y
PAVED DITCH
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF
JUTE MESH DITCH
n
co
—i- -
CENTERLINE OF DITCH
--� __.—
BENCH MARK
CLEARING LIMITS
R-1
VDOT STANDARD STOP SIGN
200 .... .... .....
EXISTING CONTOUR
200
PROPOSED CONTOUR
+240.5
EXISTING SPOT ELEVATION
TC 240.5
PROPOSED SPOT ELEVATION
PARKING COUNT
MKTY I GV11.11
5100-WRE $M-;5WFM
TOW AWAY ZONE TOW AWAY ZON11
E
VAN
6' ABOVE ACCE89BLE 6' ABOVE
FINISHED FINISHED
GRADE GRADE
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING
SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)
WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
ALUMINUM. COLORS: GREEN BORDER &
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
WHITE BACKGROUND.
PARKING SIGNS FOR THE DISABLED
No Scale
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND HANDICAP SIGN
HANDICAP SIGN LOCATION (VAN)
LOCATION (TYP.)
\
18' 18
8 5' 8' 8' 8' —
TYPICAL VAN
'- ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
No Scale
d 6..
j/
4
0
0
PAINTED
�
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
a
PER
2% MAX.
°d 4 d
VDOT
y
�4„
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF
1.6"-2.4" TRUNCATED DOME
C -C
n
co
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE
--� __.—
SPEC.
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD
18' 18
8 5' 8' 8' 8' —
TYPICAL VAN
'- ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
No Scale
SEWER
-\ EXISTING SANITARY SEWER
WATER
........................y,.................................... EXISTING WATER LINE
g' Wy PROPOSED WATER LINE
—0 6w W PROPOSED VALVE
IP 6w W PROPOSED TAPPING SLEEVE
—+ PROPOSED FIRE HYDRANT (COMPLETE)
TC =TOP OF CURB
BC = BACK OF CURB
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS
PROJECT
f 4"
TOP OF CURB R=2"
II � II
a
SURFACE
1$ \\\\\\\ a. °a BASE
VDOT STANDARD CG -2 CURB
No Scale
VDOT A-3 CONCRETE
BBASE
CONTINUE 21B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
CG -12
GENERAL NOTES:
1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 4' �l
2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) g_
WITH SLIP RESISTANTINTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 10;} MAX
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL VIVITH THE TRUNCATED DOMES DETECTABLE TYPE A
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. i',x
4, 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\��\`�\�\TIG� MIN
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
I A2 -.A
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG 12;1 MAX9� e
BOTH SIDES OF THE RAMP FLOOR,MID OF RAMP FLOOR. MINIMUM gea
CONCRETE COVER
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER, PARALLEL
7. gYRBHRAMPS
ENGINEER TOBE
AREATODBESSHOWN PROV PROVIDEDTHE
VTERSECTIONSAWHDIRECTED
FACILITY
CROSSESSLE ABCURBOUTE REGARDLESSAN WI
THINTHE OF WHETHER SIDEWALKRIGHT OF WAY OFAISHIGHWAY EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS i\�\ i 12:1 MAX
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 12:1 MAX_EI
Q-1
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS MIN P I—
ILtlill�l
UNOBSTRUCTED, TABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 5 ___i B_I —
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED Il ifl—II 11�I 111 II—II— ��e` as tea^
AND USED BY PEDESTRIANS. II—III=1�-liI-1I-11HICI h — s�oaa
4' MIN 1C-91111— AT `,K , 2" HIGHER THAN
8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT EDGE OF PAVEMENT
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT XX ,SAME AS TOP OF CURB
PERPENDICULAR. TO THE CURB. j
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RA.DIICANNOT TYPE C
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR
TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY
d 6..
j/
4
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
° d
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
a
11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL),
ad
°d 4 d
SEWER
-\ EXISTING SANITARY SEWER
WATER
........................y,.................................... EXISTING WATER LINE
g' Wy PROPOSED WATER LINE
—0 6w W PROPOSED VALVE
IP 6w W PROPOSED TAPPING SLEEVE
—+ PROPOSED FIRE HYDRANT (COMPLETE)
TC =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
f 4"
TOP OF CURB R=2"
II � II
a
SURFACE
1$ \\\\\\\ a. °a BASE
VDOT STANDARD CG -2 CURB
No Scale
VDOT A-3 CONCRETE
BBASE
CONTINUE 21B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
CG -12
GENERAL NOTES:
1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 4' �l
2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) g_
WITH SLIP RESISTANTINTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 10;} MAX
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL VIVITH THE TRUNCATED DOMES DETECTABLE TYPE A
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. i',x
4, 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\��\`�\�\TIG� MIN
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
I A2 -.A
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG 12;1 MAX9� e
BOTH SIDES OF THE RAMP FLOOR,MID OF RAMP FLOOR. MINIMUM gea
CONCRETE COVER
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER, PARALLEL
7. gYRBHRAMPS
ENGINEER TOBE
AREATODBESSHOWN PROV PROVIDEDTHE
VTERSECTIONSAWHDIRECTED
FACILITY
CROSSESSLE ABCURBOUTE REGARDLESSAN WI
THINTHE OF WHETHER SIDEWALKRIGHT OF WAY OFAISHIGHWAY EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS i\�\ i 12:1 MAX
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 12:1 MAX_EI
Q-1
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS MIN P I—
ILtlill�l
UNOBSTRUCTED, TABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 5 ___i B_I —
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED Il ifl—II 11�I 111 II—II— ��e` as tea^
AND USED BY PEDESTRIANS. II—III=1�-liI-1I-11HICI h — s�oaa
4' MIN 1C-91111— AT `,K , 2" HIGHER THAN
8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT EDGE OF PAVEMENT
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT XX ,SAME AS TOP OF CURB
PERPENDICULAR. TO THE CURB. j
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RA.DIICANNOT TYPE C
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR
TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY
TRUCK TRAFFIC)FOR CONCRETE DEPTH.
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL),
A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN.
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF
1.6"-2.4" TRUNCATED DOME
C -C
n
co
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE
--� __.—
o
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD
�O 0 O O C O
z
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH
THE BACK OF CURB.
(t, O o 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 o 0 0 0 0 0
"saga$•„ LANDING
RAMP
O o 0 0 0 0 0 0 0 0 0 0 0 0 0
o
•
+ _
a
O O O O o 0 0 0 0 0 0 0 0 0 o
N
000000000000000
150/-65/ OF BASE DIAMETER
TOP DIAMETER
O o 0 0 0 0 0 0 0 0 0 0 0 0 0
O o 0 0 0 0 0 0 0 0 0 0 0 0 0
DETECTABLE WARNING
o
l�—�\
A,T BACK OF CURB
SEE NOTE 12.
ASE DIAMETER ERT ER
VARIABLE FULL WIDTH OF RAMP FLOOR _
PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME
INSTALLED ON A RADIUS DETAIL
DETECTABLE WARNING
DETAIL
Zvoo-I- CG -12 DETECTABLE WARNING SURFACE SPECIFICATION
ROAD AND BRIDGE STANDARDS
SHEET IOF 5 REVISION DATE (GENERAL NOTES) 105
203.05 7111 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
FACE OF
CURB VDOT STANDARD CG -12
No Scale
4"
PAINTED
STRIPE
(TYPICAL)
REGULAR SPACE
CONC CURB AND GUTTER CLASS 3A,
(fc=3,000 PSI) CONCRETE
d
a4. °
° 7"
a a4 .4
d d.4
° a
o vo y� )moo ��Jv v ✓ �o
4" MIN. o
6,. 6" _ 2'-0"
CONTINUE 21B STONE
COMPACTED BASE FROM ADJACENT
SUBGRADE PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG -6 CURB & GUTTER
No Scale
2x4RAIL
(TYP.)
3'— 0,�
3'-0"
10" r
CONC. 1
STONE1
6
CONC-
9'-0"
4 x 4 POST UNLESS
OTHERWISE NOTED
ON PLAN
1 x 6 TRIMMER
1 x 6 SIDING
NO TE
3' ADJUST TO HEIGHT
OF CASTER WHEELS
ON GATE
3'— 0 "
-I f-~— 12"
POST ELEVATION
PLAN VIEW
1 x r nAn
1 x 6
TRIMMER
1 x 6
SIDING
1x6CAP
1 x 6 TRIMMER
NOTE: ALL LUMBER SHALL 2 x 4 RAILS
BE PRESSURE TREATED
DUMPSTER PAD & ENCLOSURE DETAIL
No Scale
3.5'
3.5'
BOLLARD DETAIL
No Scale
STEEL CAP
' 6" DIA. STEEL PIPE
FILLEQ WITH
CONCRETE AND
POWDER COATED
a (COLOR TO BE
SELECTED BY
OWNER)
KNOX BOX
(SEE DUNLORA
V DETAIL)
PAVEMENT PATCH
6„
d
d Q
5'
a.. -III-I 11=1 I 1=1 I r
u
r.
a 2'-0" DIAMETER
a' 3,000 PSI AIR -ENTRAINED
CONC. FOOTING
2" MINIMUM CONCRETE
BELOW STEEL PIPE
1.5" ASPHALTIC CONCRETE SURFACE
COURSE - SM -9.5A
3.5" INTERMEDIATE BASE COURSE - BM25.0
TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A
6" TYPE 21B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
OUTSIDE ELEVATION
INSIDE ELEVATION
1/4" SAG h
WI TH TURNE
2x4CROS
2x4FRA
12' S7
HINGE
1 .. 4 /1A1'3 nI/CD
OUTSIDE GA TE VIEW
4 .. A / A! _ ..
J Vl1J 1 EIS VVI IECLJ
INSIDE GATE VIEW
ME
O O
CNI
> E
e E
_ Z,
F- LU >
I— v
< U.
a U. O
Lu ® L
LU � '-'
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Lu b-1 - M
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Lu 't
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va u Q3
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U�
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Lu
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00 J
z
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a
ry
U
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w
0
z
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>
W
DATE
05/08/17
DRAWN BY
J, WILSON
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. KOTARSKI
SCALE
N/A
v 3
Q
CL o
0
cu
a)
2-
2 A
2
O
N
7
0(D
4
> J o
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N 'a
395 jL`j� jy^`� � U
V cu N
C
N O
C
U
SHEET NO, n o
t
i
FOR ALL BENDS
1
SECTION 1-1
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
9 TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE -�
PJ+
WATER
j
2500 P.S.I.
CONCRETE 4
THRUST BLOCK Q
o.
r�
ADJUSTABLE VALVE BOX WI LID
M.J. GATE VALVE
EL40
2'x 2' BEARING AREA
NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
GATE VALVE (TYP
No Scale
WIDEN TRENCH
ACCOMMODATE
ANCHORIF
REQUIRED.
JG AS
RED
FOR TEE OR WYE FITTINGS
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CUND.
(FEET)
CUND.
2"
BENDL
5,0
3'8
3"
H
T
L
H
T
12' MIN.
90
2.50
2.50
3.01
0.24
THAN 4"
ROPOSALS WILL BE
SUBMITTED.
4" & 6"
45
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
22 1/2
1.50
2.00
2.52
0.10
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
8„
45
2.66
2.66
2.77
0.26
22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10" & 12"
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
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 & SIZE OF
ALL THRUST BLOCKS.
1CONCRETE THRUST BLOCKS
No Scale
No Scale
C
EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID
(NEENAH R-9975 OR EQUIVALENT)
X CONCRETE COLLAR
-�-CRUSHED STONE BEDDING
6" DI CLEANOUT
PL UG AT END
OF LINE
CLEANOUT DETAIL
No Scale
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL
* 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
BEDDING
8 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
INITIAL BACKFILL
UNSTABLE
SOIL` MIN. MIN.__ MIN MIN.
C #sa STONE
=-=-,GRANULAR FILL AS
_ =_APPROVED BY ACSA
�/..�/ ' T
---S'TA'BLE SOIL OR ROCIt� Z STABLE SOIL OR ROCK�
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 & BED
No Scale
�JETER S17E
DIi7ENSION
DIMENSIOiN
DINIENSION
If
A
E3
C
1/ 2
5'0'
3,8
2"
4
5,0
3'8
3"
5IMIIN.
10' i'AIN.
6' IM, IN.
4"
5' iN11N.
12' MIN.
6' MiN.
GREATER;
THAN 4"
ROPOSALS WILL BE
SUBMITTED.
i
L
TYPICAL METER VAULT
N. T. S,
FIG. W- 7P,
TD -11
SIDE VVEW
1.7.5" DIA.PdiETER DRiL LE0
-K)LP i TC)I-_H READ
JNITS.
TOP VIEW
3"
DIAMETER FLAT
BFARING SURFACE
JNDERNE ATI-(
1 X 36"
ALUMINUIM ACCESS
HATCH
EMB
SPRIf
0
NO. 68
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
INTIAL BACKFILL*
(6" LIFTS)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
--BEDDING 6" max
4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
NALL PIPE)
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 "
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD -34
(TYPICAL SEWER PIPE INSTALLATION IN TRENCH
No Scale
aq, p
p 4 d 4
d
p
4
0
y
Q
4
If
6" MIN. 17.5>' 6" MIN,
4
(22.5" FOR COMPOUND METER)
4".
4
q .
,.a .fid
p' q
60 1,
4
e ( 181 MIN.
4
12" MIN.
I NOTES:
36
Q
4 p
d
(22.5" FOR COMPOUND METER) b;
---17.5"
.4
p' 37" MIN.
44" MIN.
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMIUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR 'VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8".
3. THE (OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
No Scalle
TYPICAL METER VAULT (2" METER
NTS
FIG. W -7C
TD -16
M E
0 0
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rq I_-
Q 4
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ui v E
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DATE
DS/08/17
DRAWN BY
J. WILSON
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. KOTARSKI
SCALE
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SHEET NO. Q o
ION AND SEDIMENT CONTROL NA
PROJECT DESCRIPTION
THIS PROJECT INCLUDES ONE COMMERCIAL BUILDING, PARKING, AND ASSOCIATED SITE WORK. LIMITS OF
CLEARING AND GRADING ARE 3.60 ACRES.
ADJACENT PROPERTY
THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY
COMMERCIAL UNITS TO THE NORTH AND VACANT PARCELS ALONG ASHLAR AVE & GOLF DR.
EXISTING SITE CONDITIONS
THE SITE IS LOCATED WITHIN A CLEARED AND VACANT PARCEL ALONG OLD TRAIL DR.
OFF-SITE AREAS
NO WORK WILL BE CONDUCTED OFF-SITE.
CRITICAL EROSION AREAS
NO CRITICAL EROSION AREA EXIST.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED
OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION.
STORMWATER RUNOFF CONSIDERATIONS
UNDERGROUND PIPES WILL BE USED TO CONVEY STORMWATER ONSITE. THIS SITE PLAN IS PART OF AN
OVERALL DEVELOPMENT PLAN WHICH WILL UTILIZE A REGIONAL BMP TO TREAT STORMWATER RUNOFF FOR
QUALITY AND QUANTITY. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN
ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL
MEASURES AFTER ALL RAIN EVENTS.
STRUCTURAL PRACTICES:
1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE
PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE
MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD
TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF.
2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF
AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED.
ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT
SEDIMENT FROM LEAVING THE SITE,
3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL
DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM
ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION.
4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN
AREA.
5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO
DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH
FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT.
6. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS
STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY
THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE
DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
7. DUST CONTROL - 3,39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO
SURFACE AND AIR MOVEMENT.
VEGETATIVE PRACTICES:
1. TOPSOIL (TEMPORARY STOCKPILE) - 3,30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED
AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND
SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION.
2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30
DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING
GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT
IS APPLIED.
3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE
COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL
BEAUTY.
4, SOIL STABILIZATION BLANKETS & MATTING - 3,36 A PROTECTIVE COVERING BLANKET OR SOIL
STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT
AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF.
MANAGEMENT STRATEGIES
1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH
IMMEDIATELY FOLLOWING INSTALLATION.
2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING.
3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO
MINIMIZE PERIMETER CONTROLS.
4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER
REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW.
PERMANENT STABILIZATION
ALL NON PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING
IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC.
3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS AND
GENERAL SLOPES IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED
TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR
MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED,
FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING.
SEQUENCE OF INSTALLATION
PHASE I (SEE SHEET C3.1)
1, A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR,
OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON-SITE. CLEARING LIMITS MUST BE
FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE.
2. INSTALL SILT FENCE, CLEAR AND GRADE SEDIMENT TRAP AND INSTALL ASSOCIATED STORM PIPES.
3. INSTALL DIVERSION DIKES & INLET PROTECTION.
4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN.
5. ROUGH GRADE PROJECT AREA.
6. SEED ALL DENUDED AREAS PER VESCH STANDARDS.
PHASE II (SEE SHEET C3.2)
1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT
CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL.
2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN
DAYS AFTER FINAL GRADE IS ACHIEVED.
3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT,
SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S
INSPECTOR.
4. ONCE THE SITE UP HILL FROM THE SEDIMENT TRAP HAS BEEN STABILIZE AND APPROVED BY ESC
INSPECTOR REMOVE, REMOVE THE SEDIMENT TRAP AND GRADE AREA TO THE EAST OF THE BUS LOOP
AND INSTALL SIDEWALK.
5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS
ACHIEVED. SILT FENCE BELOW SEDIMENT TRAP MUST BE MAINTAINED THROUGH GRADING AND
CONSTRUCTION.
6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION
CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR.
MINIMUM STANDARDS:
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT
WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS:
MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN
DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION
SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL
REMAIN DORMANT FOR LONGER THAN 30 DAYS, PERMANENT STABILIZATION SHALL BE APPLIED TO
AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY
PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW
AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
MS -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE
PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A
GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT
EROSION.
MS -4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP
SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE
MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
MS -6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE
SERVED BY THE TRAP,
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF
DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.
MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE
EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT
STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM
IS CORRECTED.
MS -8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN
ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE
PROVIDED.
MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO
THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED
OR OTHERWISE TREATED TO REMOVE SEDIMENT.
MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL,
ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL
BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE
ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST
EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE
CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES
IF ARMORED BY NONERODIBLE COVER MATERIALS.
MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY
SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE
MATERIAL SHALL BE PROVIDED.
MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING
LIVE WATERCOURSES SHALL BE MET.
MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE
WATERCOURSE IS COMPLETED.
MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN
ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES,
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED
SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY,
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE
EROSION AND PROMOTE STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
MS -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL
BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED
SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD
SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED
FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS
PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER
LAND -DISTURBING ACTIVITIES.
MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS
OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED
SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY
STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
MS- 19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM
SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW
RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN
ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE
CODE 9VAC25-840-40 MINIMUM STANDARDS.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL
REGULATIONS.
ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING
REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN.
ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN
CLEARING, GRADING, OR LAND DISTURBANCE.
ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL
TIMES.
ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING
EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE.
ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE)
ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES
DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT.
ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE.
ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING
RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS
OF THE EROSION CONTROL DEVICES IMMEDIATELY.
SOILS INFORMATION:
25B - DYKE SILT LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80
INCHES TO RESTRICTIVE FEATURES, WELL DRAINED. HYDROLOGIC
SOIL GROUP: B
26C3 - DYKE CLAY LOAM, 7 TO 15 PERCENT SLOPES, SEVERELY
ERODED. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL
DRAINED. HYDROLOGIC SOIL GROUP: B
TABLE 3.31-13
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
PLANTING DATES SPECIES RATE (LBS./ACRE)
SEPT. 1 - FEB. 15 50/50 MIX OF
FEB. 16 - APR. 30
ANNUALRYEGRASS
(LOLIUM MULTI-FLORUM)
CEREAL (WINTER) RYE
(SECALE CEREALE)
ANNUALRYEGRASS
(LOLIUM MULTI-FLORUM)
50-100
60-100
MAY 1 -AUG. 31 GERMAN MILLET 50
(SETARIA ITALICA)
TS 3.31
TEMPORARY SEEDING PLANT MATERIALS
No Scale
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
TOTAL LBS. PER ACRE
MINIMUM CARE LAWN
Sediment Trap design
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:
-:;Ir r.' PIATE 113K1 C(�'Sr;,f; gl,'Y>'pi _C�ptFi; • !'_I,R�S i`RA"'AP
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.IACRE IN MIXES.
PS 3.32
PERMANENT SEEDING MIX FOR PIEDMONT AREA
No Scale
GRAVEL CURB INLET SEDIMENT FILTER
GRAVEL FILTER 12
RUNOFF WATER WIRE MESH
FILTERED WATER
.d�
SEDIMENT
CONCRETE -
GUTTER 12" CURB INLET
` GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION 13 APPLICABLE AT
CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO
CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND
UNPROTECTED AREAS.
a
(ED
STORMWATER INLET PROTECTION
No -8-1,
TEMPORARY RIGHT-OF-WAY DIVERSIONS
18
Nllt
VDC
CC
AG
TYPICAL GRAVEL STRUCTURE
TYPICAL EARTHEN STRUCTURE
COMPACTED SOIL -CWD TO HAVE VDOT
STANDARD EC -2
MATTING ON UPHILL
18" MIN. SIDE
-FLOW
45MIN.
S
e 3.09
TEMPORARY DIVERSION DIKE
No Scale
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE
ALONG THE LINE OF STAKES.
I�-►I
FLOW
4„
3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE
EXTEND IT INTO THE TRENCH, EXCAVATED SOIL.
FLOW i
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
3'
FLOW I MAX.
A B A
II
POINTS A SHOULD BE HIGHER THAN POINT B.
SF DRAINAGEWAY INSTALLATION 3.05-2
(FRONT ELEVATION) N/A
SILT FENCE (W/O WIRE SUPPORT)
No Scale
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO
TRENCH UPSLOPE ALONG THE LINE OF THE POSTS.
POSTS.
RWD 3.11-1 SSF
TEMPORARY RIGHT-OF-WAY DIVERSION
No Scale
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL.
THE TRENCH.
=
-I(��
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
-" --•WIRE-
1( -
SILT FENCE (WITH WIRE SUPPORT)
No Scale
CE
STONE CONSTRUCTION ENTRANCE
I No Scale
CrOONSTRUCTION 70' MIN.
ACCESS -^3" SM -2A ASPHALT TOP
COURSE
2% 2y
PAVEMENT
` 6" MIN. 21A AGGREGATE BASE
PROAL
STONE 70' MIN.
CONSTRUCTION -ASPHALT PAVED
ACCESS • A WASHRACA
EXISTING
2%% 2% PAVEMENT
t2% 12' MIN."
*MUST EXTEND FULL WIDTH L@ � OSSEDIEDh•ADRAINAGE
TO
OF INGRESS AND EGRESS ENT
OPERATION (RAPPING DEVICE
PLAN
---12' MIN. ---- ` POSITIVE DRAINAGE
Z/ TO SEDIMENT
•_->,_._-----,-%�':...... TRAPPING DEVICE
FILTER CLOTH
SECTION A -A
A nvnrinmmn water tap of l inch must be installed with a nriuimmu 1 inch bal1cock
shutoff valve sappiying a wash hose with a cGanneter of 1.5
inches for adequate
connstannt pressn re. Wash water unust be carried away from the entrance to in
approved settling area to remove seclunent. All sed -anent shalt be prevented frons
enteninng storm tlrahm, catches or watercotu•ses.
PAYED WASH RACK
NO SCALE
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DATE
05/08/17
DRAWN BY
J. WILSON
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. KOTARSKI
SCALE
N/A
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Sediment Trap design
drainage area (acres) ...... ... 292. vaa z3
trap volumes: -CR€5£ OF STONE WER "
f". ..... ... ..... ..... ..... ..... ... ...... 4R1CltdAt,
Gfi�4RU
elevation (#t) area (sf) � ITJrne(cy):
_ .:...
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�'.
......
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........-. -. ... ............. ...........-........ FPS-L"4LiYN �. :XSGtNn.E
691 4096 142 ,5.
-:;Ir r.' PIATE 113K1 C(�'Sr;,f; gl,'Y>'pi _C�ptFi; • !'_I,R�S i`RA"'AP
we, storage .L.. .......................
1niet storage regpirerl_(cy) (67 CSA}... . 195 6 . ............ .
.
bottom of Stone weir (�) . 689 0?
..... .....
wet stora e prom at elevation c 2043:
9 P (Y) Rcoarse aggregate shall be \/DOT #357 o€ _._.
Slope of wet storage sides 2:1
weir length (ft) (&DA) 17.5
dry Storage:[bottom a€ trap elevation (€t} 685.5
dry storage required (cy(67�DA) 195.6; bottom trap dirnens€®ns- 42X42
crest of stone weir 691.0. to Of dam eleyation (ft) 692
ST
dry storage provided at this elemt on (cy) 2303; tap width of dam (ft) 8
slope of do story e sides 2:1 top trap dimensions 60X601
3.13
SEDIMENT TRAP
No Scale
CE
STONE CONSTRUCTION ENTRANCE
I No Scale
CrOONSTRUCTION 70' MIN.
ACCESS -^3" SM -2A ASPHALT TOP
COURSE
2% 2y
PAVEMENT
` 6" MIN. 21A AGGREGATE BASE
PROAL
STONE 70' MIN.
CONSTRUCTION -ASPHALT PAVED
ACCESS • A WASHRACA
EXISTING
2%% 2% PAVEMENT
t2% 12' MIN."
*MUST EXTEND FULL WIDTH L@ � OSSEDIEDh•ADRAINAGE
TO
OF INGRESS AND EGRESS ENT
OPERATION (RAPPING DEVICE
PLAN
---12' MIN. ---- ` POSITIVE DRAINAGE
Z/ TO SEDIMENT
•_->,_._-----,-%�':...... TRAPPING DEVICE
FILTER CLOTH
SECTION A -A
A nvnrinmmn water tap of l inch must be installed with a nriuimmu 1 inch bal1cock
shutoff valve sappiying a wash hose with a cGanneter of 1.5
inches for adequate
connstannt pressn re. Wash water unust be carried away from the entrance to in
approved settling area to remove seclunent. All sed -anent shalt be prevented frons
enteninng storm tlrahm, catches or watercotu•ses.
PAYED WASH RACK
NO SCALE
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DRAWN BY
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I'
LL
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NUMBER OF
LOT
ON TOTAL
SHARED
SHAR
»,,,.. : ;,,.1111, ", :.
NUMBER
2 OR MORE
ATTACHED)
AFFORDABLE
FORDAB PARKING
SPACES
STREET SHARED
AGAINST
€€
----
{ ::
LOCATION PHASE LAND USE OF UNITS
1 BEDROOM BEDROOM
00 J
REQUIRED
PR VIDED
PARKING DEFECIT
DEFECIT
3 . i ,: 12 STREET
,,: , __...... _ , .
:
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1. ......
PARKING SPACES
V)
u
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BLACK 6 ASHLAR, OLD TRAIL, GOLF DRIVES ON STREET
0
1__q
25
FUTURE COMMERCIAL
ID
0
<;
: € I .....
fIi
APARTMENTS
38
AVERAGE
74
F- 4)o
2 au T
.0 N I
( J )
,,,...
OFFICE
18,000
58
X
(1/200 GROSS)
APARTMENTS
16 3�l
ATTACHED
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(1.5 & 2/UNIT)
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.... .....................................................;. .
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PHASE 1 (SEE BELOW) SEE BLOCK 6 PARKING BREAK OUT
0
61
64
2in
W
W_
11J
25,000 TO 50,000 TOTAL COMMERCIAL AREA OF SHOPPING CENTER
30,000
59
143
(5/1000 GROSS)
BACK HOUSE EMPLOYEE PARKING
=
<
2
E�
D_
U N
(1/EMPLOYEE)
....
TOWN HOMES/FLATS
O 6
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<1
PARKADE UNDER FLATS
12 20
63
64
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(15 & 2/UNIT)
1
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INTERIOR STREET PARALELL
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BLOCK 6 SUB TOTAL
j
05/08/17
418
271
44 102
24%
3 , w.
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,
DRAWN BY
SHEET NO.
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SHARED
76%
DESIGNED BY
,-,
:1111 ...-, , a.,.._,. 1 111..111__1. 1 111, ..... ,.,111_1 - "
r "
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,.. ;' RETAIL 1 435 SF X 0 8 (1/100 SF) 12 SPACES
,
C.
SHIFFLETT
�_-
CHECKED BY
.... 11 11. ......... . 1_
; - RESTAURANT SEATING: 2,555 SF X 13 SPACES / 1000 SF = 34 SPACES
iSCALE
0
1" = 30'
__1111 _1111.. _...
BREWING / PRODUCTION AREA: 1 SPACE PER EMPLOYEE. 2 EMPLOYEES ASSUMED = 2 SPACES
i1
1111 1111,, ; 1111, :1111. .. 1111. 1111. .,, ... —
1 BEDROOM UNITS: 6 UNITS X 1 5 SPACES PER UNIT - 9 SPACES
;, I1... , :......... -
.... - ...111...1... _. ...... ..I ....... .....I. ....�g0 M- 24 SPACES
,. .. : :
.,. bti TOTAL 81 SPACES REQUIRED
-"
1111 :. :: �,:z:?:?> . �.-'l
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..::..., .; ;,,..::...:."E' ......... ..:::::....;",... ;;1111 :;.>:::::::::::: :'
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::.. :::::€€ ,, ,i,./ r' 25 /o SHARED PARKING REDUCTION: 0.75 X 81 SPACES 61 SPACES REQUIRED.
69 SPACES PROVID
: : � , : � __U .,
% % SCALE 1"=30'
0 30' 60'
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05/08/17
�_
DRAWN BY
SHEET NO.
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9
DESIGNED BY
C.
SHIFFLETT
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CHECKED BY
C. KOTARSKI
iSCALE
0
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FORM LD 204
ROUTE Old''rail Drive
PROJECT THREE ROSES BREWERY
STORMWATER INLET COMPUTATIONS
DESIGNER: AA
CHECKED:
SHEET 1 OF 1
DATE 51412017
UNITS :NGLISH
IN] FT
FROM POINT
REFERENCE. SI:A.
(t)
TO POINT
REFERENCE STA.
(2)
DRAIN.
AREA
"A"
Acre
(3)
RUNOFF
C:OE,FE.
"C"
(4)
v
W
x
RAIN
FALL
hVHr
os)
RUNOFF
INVERT ELEVATIONS LENGTH SLOPE
UPPER LOWER of Pipe
END END
Ft. RJR.
(10) (11) (12) (13)
SIZE
(Dia. Or
Span/Rise)
In.
(14)
SIIAPE Number Capacity
of Pipes
CFS
(15)
Friction
Slope
RJR.
Inlet
Shaping?
YIN
NORMAL FLOW
FINAL
H
(Ft/M)
FLOW
TIME
REMARKS
Sec.
(t7) (18)
INCRE- ACCUYI-
P+'SEiNT ULATED
(5) (6)
Lateral 'Total Q
CFS CFS
(9)
Depth of Area of Hrn Vn En
Ploys', Biu flow, An
Et. SgFt Pt, FVSec Ft.
(16)
101
102
253
0.28
Sag Inlets Only
.0:23 1.04
6.30
v
1.02 DI -3A 7.000
6.43
0.250 0.83 (12324
684.13
51.75
0.00502
18
Circular 1
7.44
0.00390
LOS
1:36
0,45
4.74
1.42
10.92
103
1104
102
0.17
0.90
0. t5 0.24
5.69
6.2
0.00
1.54
685.12
0.000'RIGFI'T
0.232
4
0.928
0
0.925
00100
0.0208
4.896
2,001)
0.4085
0.0833
4.0048
0.893
3.50
0.1458
0.1511
5.641
7.(h)0
1.241
1.000 (),925
0.000
2.722
685.71
685.22
97.64
0.00502
J5
Circular 1.
4.58
0.0001.0.
0.30
0.23
0.18
2.55
0.40
35.25
107
1(18
1.Oti
0.75
0.75
0.5/1 0.56
5,00
654
0.00
3.68
654.86
6S4.:iO
W4 Dl -3B 7.000
0.'?I0 OW 0A0
li
Ciscnlar 1
4.56
000340
0.85
0.89
0.37
4.74
2
17.SU
0.000
0.078
0.968
0.102
YES
0,051
0.079
685.769
692.720
O.K.
106
685.220
1.25
686.220
O'RiGH1'
0.168
4
0.672
0
0.672
O.0€00
0.0208
3.838
2.000
0.5211
0.0533
4.0048
0.956
3.50
0.1458
0.1602
4.755
7.000
1.472
1.000 0.67-1
0.00)
2<458
684.500
1.25
686.305
15
3.683
72.34
0.00340
0.246
4.135
0.066
0.000
0.000
0.000
0.0
0.00
0.000
0.066
3.683
0.086
YES
0.043
0.289
686.594
690.700
O.K.
P28-
106 DJAB 7.000
0.110 0.W0 0.085
0.0001RIG111
0.0a
4
0352
0
0.357
WIWI)
0.0208
1.954
2JA10
1.0235
0.0833
4.0048
1.000
3.50
0.1455
0.1666
3.540
7.000
1.977
1.Oft,) 0.352
0.000
1.954
708 DI -3A 7.000
0.750 0.7g 0.5625
O,Rf(;H 1,
0.503
4
1 2.252
1 02.7.52
O.OlOil
0.020)1
8. L 14
2.000
02463
0.0833
4.0()48
0 676
3.50
0.1458
0.1.193
9.431
7.001)
0.742
11.913 2.056
O.11b
3.526
. .......... .............. .. ......... ....... . ----- - ---- - -- - ---- - - . .......................... . .........
»,.
a" ,.. ,... a._. ... _.a.............
r � . ...,,.
..
STORM SEWER DESIGN COMPUTATIONS »
... .................................._
...... ............ ... ...... ....... ». ..... ..., _. _»»........ STORM FREQUENCY 10
PROJECT: THREE ROSES BREWERY
LOCATION: CROZET, VA
COUNTY: Charlottesville
NOAA STATION:
Designed by: AA
Checked by:
UNITS ENGLISH
PIPE
NO.
FROM POINT
REFERENCE. SI:A.
(t)
TO POINT
REFERENCE STA.
(2)
DRAIN.
AREA
"A"
Acre
(3)
RUNOFF
C:OE,FE.
"C"
(4)
CA
TOTAL
INLET
I IT ME
Minute,
(7)
RAIN
FALL
hVHr
os)
RUNOFF
INVERT ELEVATIONS LENGTH SLOPE
UPPER LOWER of Pipe
END END
Ft. RJR.
(10) (11) (12) (13)
SIZE
(Dia. Or
Span/Rise)
In.
(14)
SIIAPE Number Capacity
of Pipes
CFS
(15)
Friction
Slope
RJR.
Inlet
Shaping?
YIN
NORMAL FLOW
FINAL
H
(Ft/M)
FLOW
TIME
REMARKS
Sec.
(t7) (18)
INCRE- ACCUYI-
P+'SEiNT ULATED
(5) (6)
Lateral 'Total Q
CFS CFS
(9)
Depth of Area of Hrn Vn En
Ploys', Biu flow, An
Et. SgFt Pt, FVSec Ft.
(16)
101
102
253
0.28
0.83
.0:23 1.04
6.30
6,14
0.00
6.43
684.39
684.13
51.75
0.00502
18
Circular 1
7.44
0.00390
LOS
1:36
0,45
4.74
1.42
10.92
103
1104
102
0.17
0.90
0. t5 0.24
5.69
6.2
0.00
1.54
685.12
684.49
126.37
0.004991
15
I Circular I t 1
7.42
1 0A00201
0.46
0.47
0,26
3.32
0.64
1 38.11
105
106
104
0.1 1
0.80
009 0.09
5.00
6.54
1 0.00
0.58
685.71
685.22
97.64
0.00502
J5
Circular 1.
4.58
0.0001.0.
0.30
0.23
0.18
2.55
0.40
35.25
107
1(18
1.Oti
0.75
0.75
0.5/1 0.56
5,00
654
0.00
3.68
654.86
6S4.:iO
123#
0.004)8
li
Ciscnlar 1
4.56
000340
0.85
0.89
0.37
4.74
2
17.SU
0.000
0.078
0.968
0.102
YES
0,051
0.079
685.769
692.720
O.K.
106
685.220
1.25
686.220
15
0.576
97.64
0.00008
0.008
2,553
0.025
4.135
0.266
0.093
LD -347 PROJECT: THREE ROSES BREWERY
HYDRAULIC GRADE LINE ANALYSIS
INCIDENCE PROBABILITY 10 Year
DESIGNED BY: AA
Checked:
INLET
OR
JUNCTION
INVERT DEPTH OUTLET
STA. EL. OF FLOW WATER
OUTFLOW OUTFLOW SURFACE
PIPE PIPE ELEV.
DIA. DESIGN
PIPE DISCH.
Do Do
(InJmm) (CFS/CMS)
LENGTH FRICTION FRICTION
PIPE SLOPE, Sfo LOSSContr.
Lo (FT/FT) Hf
(FUM) (M/M) (FUM)
JUNCTION LOSS
SURFACE
FLOW
Adj. Ht
1.3
Ht
(FUM)
Inlet
Shaping?
YIN
0.5
Ht
(Ft/M)
FINAL
H
(Ft/M)
Inlet
Water
Surface
Elevation
Top of MH
Top of Inlet
Elev.
APPROX.
Adjustment?
Hi (Expn) SKEW
Ve He V1 Vi`2/2g 0.35'MAX. Angle K
(FUM) (V02g)
Bend
H
(FUM)
Sum
HE
(FUM)
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
(13)
(14)
(15)
(16)
(16)
(17)
(18)
(19)
253
684.130
102
684.130
1.50
685.330
18
6.427
51.75
0.00391
0.203
4.740
0.087
3.316
0.171
0.060
0.0
0.00
0.000
0.147
1.425
0.191
YES
0.096
0.298
685.628
690.250
O.K.
104
684.490
1.50
685,690
18
1.543
126.37
0.00023
0.029
3.316
0.043
1 2.553
1 0.101
0.035
0.0
0.00
0.000
0.078
0.968
0.102
YES
0,051
0.079
685.769
692.720
O.K.
106
685.220
1.25
686.220
15
0.576
97.64
0.00008
0.008
2,553
0.025
4.135
0.266
0.093
0.0
0.00
0.000
0.118
0.576
0.154
YES
0.077
0.085
686.305
694.300
O.K.
684.500
1.25
686.305
15
3.683
72.34
0.00340
0.246
4.135
0.066
0.000
0.000
0.000
0.0
0.00
0.000
0.066
3.683
0.086
YES
0.043
0.289
686.594
690.700
O.K.
P28-
WATER QUANTITY:
PER THE "STORMWATER MASTER PLAN UPDATE" PREPARED BY STANTEC AND APPROVED APRIL 25, 2016
BLOCK 6 LIES WITHIN DRAINAGE AREA 5113-2 WHICH DRAINS TO FACILITY L-1. AREA 51B-2 CURRENTLY HAS
A CN OF 60.15 (5.589 AC FOREST, AND 33.918 AC OPEN SPACE). THE APPROVED FINAL CURVE NUMBER FOR
DRAINAGE AREA 51-B2 IS 77.70. THIS PROJECT INCLUDES THE ADDITION OF 0.71 ACRES OF IMPERVIOUS
AREA. THIS ADDITIONAL IMPERVIOUS AREA INCREASES THE CURVE NUMBER OF DRAINAGE AREA 51B-2 TO
60.81. WHICH IS LESS THAN THE FINAL DESIGN CN FOR THIS DRAINAGE AREA.
WATER QUALITY:
PER THE "STORMWATER MASTER PLAN UPDATE" PREPARED BY STANTEC AND APPROVED APRIL 25, 2016
BLOCK 6 LIES WITHIN DRAINAGE AREA 5113-2 WHICH DRAINS TO FACILITY L-1. FACILITY L-1 PROVIDES BOTH
QUANTITY AND QUALITY CONTROL FOR DRAINAGE AREA 51-B2. AS STATED ABOVE THE INCREASE OF
IMPERVIOUS AREA PROPOSED BY THIS PROJECT IS STILL WITHIN THE FINAL DESIGN PARAMETERS FOR
THE FACILITY.
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05/08/17
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DRAWN BY
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DESIGNED BY
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CHECKED BY
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NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP 3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE PLANTING
No Scale
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP 3 OF BALL
i
BACKFILL PLANTING PIT WITH -
NATIVE SOIL. INCORPORATE
SLOW-RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES -
OF PIT
SHRUB PLANTING
No Scale
v]nivl� I "I\
B&B
TREE CANOPY CALCULATIONS
SITE AREA
QUANTITY
REQUIREMENT
REQUIRED
PROVIDED
22,533 SF
22,533 X 10%
_ (2,253.3 SF)
10% CANOPY
2,254 SF
2,263 SF
ill
ROOT BALL
12 GAUGE GALVANIZED WIRE
3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8'2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
iY[K0la1:Z0L018wzyt; a:0
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
.,,,
-
i
..............
,
...... .......
.. ................,....... ....... , .......... ..... ....... ................... ..... , ,..
_:..
........ ........................................
REMARKS
UGT
is
CORNUS FLORIDA & CVS.
UGT
a °.....
B&B
....... ....
124 X 5 = 620 SF
7
LAGERSTROEMIA INDICA X FAU
CREPE MYRTLE
6-7' HEIGHT
B&B
....... ..... ...
77 X 7 = 539 SF
O �
...... ....... ....... .........
LONDON PLANETREE
AN ESE .»,. ,
..........
368 X 3 = 1,104 SF
(24) JAPANESE
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u D
z
0
DATE
05/08/17
0
DRAWN BY
J. WILSON
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. KOTARSKI
SCALE
1"=20'
............ .............................................
....
i
—
... ....
COMMON NAME
_:..
........ ........................................
REMARKS
r
is
M E
O 0
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N
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Lu 6.E
t— uj > 3:
to
4 LL
p
U. o
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z
0
DATE
05/08/17
0
DRAWN BY
J. WILSON
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. KOTARSKI
SCALE
1"=20'
............ .............................................
....
—
... ....
COMMON NAME
O °' z
........ ........................................
REMARKS
TREE CANOPY CALCULATION
5
CORNUS FLORIDA & CVS.
FLOWERING DOGWOOD
.. .... .. ..................................... ..... .. .. ......_.
.................. .... ... ..
B&B
124 X 5 = 620 SF
7
LAGERSTROEMIA INDICA X FAU
CREPE MYRTLE
6-7' HEIGHT
B&B
....... ..... ...
77 X 7 = 539 SF
O �
...... ....... ....... .........
LONDON PLANETREE
6-7' HEIGHT
..........
368 X 3 = 1,104 SF
z N
N
o�
PLANT MATERIAL SCHEDULE
QTY
BOTANICAL NAME
COMMON NAME
MINIMUM INSTALLED SIZE
ROOT
REMARKS
TREE CANOPY CALCULATION
5
CORNUS FLORIDA & CVS.
FLOWERING DOGWOOD
6-7' HEIGHT
B&B
124 X 5 = 620 SF
7
LAGERSTROEMIA INDICA X FAU
CREPE MYRTLE
6-7' HEIGHT
B&B
77 X 7 = 539 SF
3
PLATANUS ACERIFOLIA
LONDON PLANETREE
6-7' HEIGHT
B&B
368 X 3 = 1,104 SF
�Q
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