HomeMy WebLinkAboutSDP201900044 Plan - Other (not approved) 2019-07-22COVERC0.0
N/ANAD83
OWNER:
UNIVERSITY OF VIRGINIA FOUNDATION
PO BOX 400218
CHARLOTTESVILLE, VA 22904-4218
TELEPHONE: (434) 982-4848
DEVELOPER:
AUTOZONE, INC.
123 SOUTH FRONT ST
MEMPHIS, TN 38103
CONTACT: KEVIN MURPHY
TELEPHONE: (901) 495-7625
EMAIL: KEVIN.MURPHY@AUTOZONE.COM
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE
SUITE 200
CHARLOTTESVILLE, VA 22902
CONTACT: CLINT SHIFFLETT, P.E.
TELEPHONE: (434) 327-1690
EMAIL: CLINT.SHIFFLETT@TIMMONS.COM
FINAL SITE PLAN - SDP201800090
TOTAL = 22 SHEETS
SITE
LOCATION
AUTOZONE
ALBEMARLE COUNTY, VIRGINIA
7/16/2019
VICINITY MAP
SCALE: 1" = 1000'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
WATER FLOW (AVERAGE DAILY DEMAND)
AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS):
RETAIL: 250 GPD/1,000 SF = 6,816 SF X 250 GPD/1,000 SF = 1,704 GPD
TOTAL GPD = 1,704 GPD
AVERAGE HOUR: 1,704 / 24 = 71 GALLONS PER HOUR
MAX HOUR = 300% OF AVERAGE HOUR = 71 X 3 = 213 GALLONS
PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 213 X 2 = 426 GALLONS
SEWER FLOW (AVERAGE DAILY FLOW)
RETAIL: 6,816 SF X (250 GPD PER 1,000 SF) = 1,704 GPD
TOTAL: 1,704 GPD
UTILITY DEMANDS
SIGNATURE PANEL:
APPROVAL DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT :
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
FROM ITE TRIP GENERATION MANUAL 10TH EDITION
USE: AUTOMOBILE PARTS SALES (843)
AVERAGE RATE = 55.34 TRIPS PER 1000 SF GFA
6,816 SF GFA X 55.34 TRIPS / 1000 SF = 378 TRIPS/DAY
DIRECTIONAL DISTRIBUTION: 50% ENTERING, 50% EXITING
VEHICLE TRIP GENERATION
SITE DATA:
TAX MAP PARCEL: 061W0-01-0A-00300
PARCEL AREA: 1.42 ACRES
LIMITS OF DISTURBANCE: 1.38 ACRES
ZONING: C-1 (COMMERCIAL DISTRICT), ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS
MAGISTERIAL DISTRICTS: RIO
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY:
FIRST ORDER, LLC
4383 HECKTOWN ROAD
BETHLEHEM, PA 18020
JACK W. SHOEMAKER, L.S.
(610) 365-2907
JSHOEMAKER@FIRSTORDERLLC.NET
MAY 24, 2018
DATUM:HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 (PER GPS OBSERVATIONS AND
UTILIZING HTTPS://WWW.NGS.NOAA.GOV/OPUS/)
UTILITIES:ASCA SANITARY AND WATER SERVICE.
FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED AT THE EASTERN CORNER OF THE SITE AND.
WATERSHED: MEADOW CREEK WATERSHED - NOT A WATER SUPPLY WATERSHED.
ZONING SITE REQUIREMENTS:
SETBACKS REQUIRED PROPOSED
FRONT MIN: 10' MAX: NONE* 10'
SIDE/REAR MIN: PER BUILDING CODE MAX: NONE 3'
*PROPERTY ABUTS A PRINCIPAL ARTERIAL HIGHWAY
USE
PRESENT: ABANDONED PARKING LOT
PROPOSED: 6,816 SF COMMERCIAL/RETAIL BUILDING
MAXIMUM ALLOWABLE BUILDING HEIGHT: 65'
PROPOSED BUILDING HEIGHT: 21'-0"
PARKING
TOTAL EXISTING PARKING: 70 SPACES, 4 ADA
TOTAL REQUIRED PARKING: 53 SPACES
MIN. (3) ADA SPACES, (1) OF WHICH MUST BE A VAN SPACE
GROSS FLOOR AREA (GFA) = 6,816 SF AUTOZONE
RETAIL SALES AREA = 80% OF GFA = 5,452.80 SF
1 SPACE / 100 SF RETAIL AREA (FOR FIRST 5,000 SF)
5,000 SF X 1 SPACE / 100 SF = 50 SPACES
1 SPACE / 200 SF RETAIL AREA (ABOVE 5,000 SF)
452.80 SF X 1 SPACE / 200 SF = 3 SPACES
TOTAL PROPOSED PARKING: 55 SPACES,
3 ADA COMPLIANT, 2 OF WHICH ARE VAN ACCESSIBLE
IMPERVIOUS AREA (WITHIN PROJECT LIMITS)
EXISTING IMPERVIOUS AREA: 0.87 ACRES
TOTAL POST DEVELOPED IMPERVIOUS AREA: 0.94 ACRES
(TOTAL FUTURE DEVELOPED IMPERVIOUS AREA: 1.06 ACRES)
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER
C0.1 NOTES
C0.2 EXISTING CONDITIONS
C1.0 SITE LAYOUT
C1.A SITE DETAILS
C1.B SITE DETAILS
C1.1 GRADING & DRAINAGE PLAN
C1.2 UTILITY PLAN
C1.3 EROSION & SEDIMENT CONTROL NOTES & DETAILS
C1.4 EROSION & SEDIMENT CONTROL PLAN - PHASE 1
C1.5 EROSION & SEDIMENT CONTROL PLAN - PHASE 2
C1.6 STORMWATER MANAGEMENT PLAN
C1.7 STORMWATER SUMMARY PLAN
C1.8 PIPE & INLET CALCULATIONS
C1.9 STORMWATER QUALITY CALCULATIONS
C2.0 UTILITY PROFILES
C2.1 STORM PROFILES
C2.2 SIGHT DISTANCE PROFILES
D1.0 DEMOLITION PLAN
L1.0 LANDSCAPE PLAN
L2.0 LANDSCAPE NOTES & DETAILS
PH1.0 PHOTOMETRIC PLAN
NOTESC0.1
N/A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
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. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR
PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO
CONSTRUCTION.
4. 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.
5. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I
AND I LD-94 (D) 121.13.
6. ALL RCP STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE
IN ACCORDANCE WITH ASTM-C-76. PIPE SHALL BE MINIMUM CLASS III OR GREATER IN
ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
7. IF PRE-CAST UNITS ARE TO BE USED CERTIFICATION AND VDOT STAMP WILL BE
REQUIRED ON ALL UNITS.
8. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
9. 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.
10. 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.
11. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS
AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE
COURSE.
12. 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.
13. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING
ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315
OF THE ROAD AND BRIDGE SPECIFICATIONS.
14. 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).
15. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE
PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE.
16. 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.
17.ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW
STRUCTURES SHALL COMPLY WITH THE 2012/2015 UNIFORM STATEWIDE BUILDING CODE,
2012 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03.
18.HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
FIRE DEPARTMENT
1.BUILDING STREET NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET.
2.A KNOXBOX KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN
ENTRANCE. LOCATION TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE.
3.OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13.5'.
4.AN APPROVED WATER SUPPLY DURING CONSTRUCTION SHALL BE MADE AVAILABLE AS
SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE.
5.IF THE FLOOR LEVEL OF THE HIGHEST STORY IS MORE THAN 30' ABOVE THE LOWEST
LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, THEN A CLASS I STANDPIPE SYSTEM MUST
BE INSTALLED IN ADDITION TO THE SPRINKLER SYSTEM.
6.WHERE A BUILDING HAS BEEN CONSTRUCTED TO A HEIGHT GREATER THAN 50' OR FOUR
STORIES, AT LEAST ONE TEMPORARY LIGHTED STAIRWELL SHALL BE PROVIDED UNLESS
OR MORE PERMANENT STAIR ARE ERECTED AS THE CONSTRUCTION PROGRESSES.
7.BUILDINGS FOUR OR MORE STORIES IN HEIGHT SHALL BE PROVIDED WITH NOT LESS
THAN ONE STANDPIPE OR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE
INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40' IN HEIGHT
ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. SUCH STANDPIPE SHALL BE
PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS
ADJACENT TO USABLE STAIRS. SUCH STANDPIPES SHALL BE EXTENDED AS
CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF
CONSTRUCTION HAVING SECURED DECKING OR FLOORING.
8.SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES.
"NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH
BUILDING DURING CONSTRUCTION.
9.WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT
THE END OF EACH WORKDAY.
10.CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING
SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35, OF THE VIRGINIA STATEWIDE FIRE
PREVENTION CODE, ADDRESSING WELDING AND HOTWORK OPERATIONS.
11.FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED
PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE
COMBUSTIBLE MATERIALS HAVE BEEN ACCUMULATED.
12.REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL
CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED WITHIN
100' OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS
SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF
SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS
SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE
AVAILABLE. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS
WEIGHING 85,000LBS.
13.A PERMIT IS REQUIRED FOR FIRE LINE INSTALLATION. A DETAILED DRAWING (2 SETS)
SHOWING FITTINGS AND THRUST BLOCKS MUST BE SUBMITTED WITH THE PERMIT
APPLICATION. ONCE INSTALLED, THE FIRE LINE REQUIRES A VISUAL INSPECTION AND A
PRESSURE TEST INSPECTION BY THE FIRE MARSHALL'S OFFICE.
14.FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE
SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY
LANDSCAPING, PARKING OR OTHER OBJECTS. LANDSCAPING IN THE AREA OF THESE
ITEMS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED FIVE FOOT
RADIUS ON MATURITY OF THE LANDSCAPING.
15.NO VEHICLE/MACHINERY OF ANY TYPE, CONSTRUCTION MATERIALS OR CONSTRUCTION
DEBRIS IS TO BE PARKED WITHIN 15 FT OF EITHER SIDE OR IN FRONT OF A FIRE
HYDRANT.
SITE PLAN LEGEND
PROPOSEDEXISTING
POST/BOLLARD
SIGN
BUMPER BLOCK
SATELLITE DISH
TRAFFIC CONTROL BOX
UNKNOWN MANHOLE
STORM SEWER
STORM SEWER MANHOLE
CATCH BASIN
CATCH BASIN WITH DOME GRATE
TRENCH DRAIN
SANITARY SEWER
SANITARY SEWER MANHOLE
WATER LINE
WATER MANHOLE
WATER VALVE
WATER LINE MARKER
FIRE HYDRANT
MONITORING WELL
GAS LINE
GAS METER
GAS VENT
GAS MARKER
COMMUNICATIONS/TELEPHONE LINE
TELEPHONE/COMMUNICATIONS MANHOLE
TELEPHONE PEDESTAL
COMMUNICATIONS VAULT
ELECTRIC LINE
ELECTRIC MANHOLE
ELECTRIC PULLBOX
ELECTRIC METER
UTILITY POLE
DECIDUOUS TREE
GUARDRAIL
FENCE
MAJOR CONTOUR
MINOR CONTOUR
SOIL BORING
SURVEY CONTROL MONUMENT
SURVEY CONTROL POINT
WATER
GAS
STORM
SANITARY
COMM DUCT BANK
ELECTRIC DUCT BANK
CATCH BASIN
STORM MANHOLE
SANITARY MANHOLE
FIRE HYDRANT
SANITARY CLEAN OUT
METER
SETBACK - AT/FP STANDOFF
WATER VALVE
GAS VALVE
BOLLARD
LIMITS OF DISTURBANCE
TC
U
D
SAN
S
W
W
G
UGT
T
T
UGP
E
X
W
G
SAN
UGP
D
S
XXX
XXX
UGT
GAS METER
GUARDRAIL
FENCE
MAJOR CONTOUR
MINOR CONTOUR
X
XXX
XXX
SITE LIGHT
FDC
STREET SIGN
X PARKING SPACE COUNT
PROPERTY LINE
E
1
TC = TOP OF CURB
BC = BOTTOM OF CURB
EP = EDGE OF PAVEMENT
EC = EDGE OF CONCRETE
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
GRADING
GENERAL NOTES
1.CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE
LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC.
ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION.
2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
3.PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE
APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR
TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING
ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION
ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO
EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY
CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS
SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED
WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH
ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH
CURRENT VDOT STANDARDS AND SPECIFICATIONS.
9. IF PRE-CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT
DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS
NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF
EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST
BE SUBMITTED AND APPROVED BY THE ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN
AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR
ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON
DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT
1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING
AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV
SERVICE TRUNK LINES. (N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL
BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO
REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY .
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE
REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT
THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO
APPLICATION OF THE SURFACE COURSE(S).
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE
RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND
SPECIFICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH,
TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY
SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48
HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR
ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR
TO CONDITIONING OF THE SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL
MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE
STANDARDS.
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE
WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND
CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR
CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
28.CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN
ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA
WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT
PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.
29.ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY
WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI
A117.1-03.
30.THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31.HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32.ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1
STONE WEDGE PLACED AT THE END OF THE DAY
33.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 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).
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 AND
SEDIMENT CONTROL
1.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND
SEDIMENT CONTROL REGULATIONS.
3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE
FIRST STEP IN CLEARING.
4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON
THE SITE AT ALL TIMES.
5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE
CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
PLAN APPROVING AUTHORITY.
7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
8.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING
DEVICE.
9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN
THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10.ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11.ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE
INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12.BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING
ORDINANCE SECTION 5.1.28.
13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE
CODE OF ALBEMARLE.
14.BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE
LIMITED TO THE HOURS OF 7:00AM TO 9:00PM.
15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS
LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO
ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET
BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO
PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION
CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT,
BUILDING OR OTHER PORTION OF THE PROPERTY.
17.TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE
AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF
ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF
ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO
BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
18.PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH.
AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO
THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF
A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND
CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR
KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE
SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19.MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL
EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED
IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS
FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO
ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT
SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30
DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO
APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE
DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9)
MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION
ORDINANCE SECTION 17-207B)
ACSA GENERAL WATER & SEWER CONDITIONS
1.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA
OFFICIALS AT THE START OF THE WORK.
2.THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY
CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
LINES AND STRUCTURES, AS NECESSARY.
3.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL
FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE
DITCHES.
8.VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF THE LINE.
9.TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION
REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS
THE SAFE DRINKING WATER ACT).
ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A
VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
46
5
467OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
10''W 10''W 10''W 10''W 10''W 10''W 10''W
10''W
8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN
GΔ
HIGHWAY COMMERCIAL ZONE
C-1 COMMERCIAL ZONE HIGHWAY COMMERCIAL ZONEC-1 COMMERCIAL ZONE469
468
467
466
465464463462461460459458
457456455 465463
462462
4624634644664
6
8
4
6
9
47
0
461459460458457457456G GGGGGGGGGGGGGGGG
G
G G
APPROXIMATE
LOCATION OF
GAS LINES.S:\103\42231-AutoZone\DWG\Sheet\CD\C0.2 EXISTING CONDITIONS.dwg | Plotted on 7/17/2019 3:34 PM | by Anna Fontaine0
SCALE 1"=20'
40'20'
NAD 83EXISTING CONDITIONSC0.2
1"=20'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
CONTRACTOR TO VERIFY
INVERTS TO ENSURE
SANITARY SEWER DEPTH
PRIOR TO THE START OF
CONSTRUCTION.
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
10''W 10''W 10''W 10''W 10''W 10''W 10''W
10''W
8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN
GHIGHWAY COMMERCIAL ZONE
C-1 COMMERCIAL ZONE HIGHWAY COMMERCIAL ZONEC-1 COMMERCIAL ZONEGGGGGGGGGGGGGGGGG
G
G G
G G GGGGG G
WWSANSAN
SANSANW W WWWWPORTION OF 10" DIP TO BE
RELOCATED BENEATH PROPOSED
STORM PIPE.
D D
D
D
D
14
8
12
2
44
18'
18'
9'
18'
9'
9'
18'
R20'R3'
R10'
8'8'8'8'
5'
PROPOSED
AUTOZONE
6,816 SF
1 STORY
24'
24'
24'
30'
3'
5'
8'
5'
R32'
R8'
GRASS
AREA
FUTURE
BUILDING
R25'
8
3
30'
R25'
R15'
R45'
24'
4.2'
R5'
R32'
R8'
18'
R5'
9'
9'
R5'
R3'
305' INTERSECTION SEPARATION
21.9'
10' SETBACK 10' SETBACKR3'
24'
CG-6 CG-2
CG-
2
CG-6CG-2CG-6
CG-2
CG-2
CG-12
CG-12
CG-12
CG-12
R3'
R3'R3'R3'
R3'R3'
R3'R3'R3'
R3'
R3'CG-6CG-2
93.7'
71'
±235' TO
GREENBRIER DR
STOP SIGN
STOP
SIGN
STOP BAR
STOP
BAR
R3'
DRAINAGE
ACCESS
EASEMENT
STORMWATER
MANAGEMENT
MAINTENANCE
EASEMENT ±185' TOROUTE 29183' TO INTERSECTION580' SDL 280' SDL8'
CG-2
CG-2
CG-2
CG-2
CG-2R3'
DIRECTIONAL
ARROW (TYP)
R25'
3.7'
R3'R3'R3'
R3'
R3'
R3'
CG-
2
9.2'CG-
2
5.5'
MONUMENT
SIGN
STANDARD DUTY CONCRETE
HEAVY DUTY CONCRETE
LEGEND:S:\103\42231-AutoZone\DWG\Sheet\CD\C1.0 SITE PLAN.dwg | Plotted on 7/17/2019 3:35 PM | by Anna FontaineSITE LAYOUTC1.0
1"=20'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
0
SCALE 1"=20'
40'20'
NAD 83
INT'L BARRIER FREE SYMBOLCONCRETE VERTICAL CURB ASPHALT PAVING SECTION
CONCRETE PAVING SECTION
TYPICAL HANDICAP SIGN
TYPICAL CONTROL JOINTTYPICAL EXPANSION JOINT
TYPICAL RAISED WALK SECTION
DUMPSTER LAYOUT DUMPSTER SECTION WOOD GATE DETAIL FOR DUMPSTER ENCLOSURE
TYPICAL PIPE GUARD SECTIONPIPE GUARD @ SERVICE DOOR
HANDICAP PARKING DETAIL
GATE LATCH / BOLT DETAILS
CONCRETE ACCESSIBLE RAMP
CONCRETE SIDEWALK
20' TYPICAL SINGLE LIGHT POLE
SIGNAGE NOTES:
1.ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
REVISION THERE TO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORMTRAFFIC
CONTROL DEVICES.
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
SPECIFICATIONS.
D. THE 2000 INTERNATIONAL FIRE CODE.
2.SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
NOTE 1 ABOVE.
3.ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND
INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
STD.
R1-1
STOP BAR DETAIL
NO SCALE
SOLID WHITE LINE
NOTE: STOP SIGNS TO BE 30" WITH
HIGH INTENSITY SHEETING
STRIPING AND SIGNAGE DETAIL
12'
VARIES
24"
(TYP.)SITE DETAILSC1.A
N/A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
SITE DETAILSC1.B
N/A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
No Scale
CLEANOUT DETAIL
46
5
467OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
10''W 10''W 10''W 10''W 10''W 10''W 10''W
10''W
8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN
GHIGHWAY COMMERCIAL ZONE
C-1 COMMERCIAL ZONE HIGHWAY COMMERCIAL ZONEC-1 COMMERCIAL ZONE469
468
467
466
465464463462461460459458
457456455 465463
462462
4624634644664
6
8
4
6
9
47
0
461459460458457457456G GGGGGGGGGGGGGGGG
G
G G
APPROXIMATE
LOCATION OF
GAS LINES.
PROPOSED
AUTOZONE
6,816 SF
1 STORY
GRASS
AREA
FUTURE
BUILDING
MONUMENT
SIGN
G G GGGGG G
WWSANSAN
SANSANW W WWWWPORTION OF 10" DIP TO BE
RELOCATED BENEATH PROPOSED
STORM PIPE.
465
464
466 46
7
4
6
8
TC
463.78'
TC
464.49'
TC
466.33'
TC
466.00'
TC
466.57'
TC
467.57'
TC
467.85'
TC
468.85'
TC
466.10'
TC
465.86'
TC
465.70'
TC
465.51'
TC
465.65'
TC
464.59'
TC
464.46'
TC
463.83'
TC
462.51'
TC
464.32'
TC
464.59'
TC
465.47'
TC
465.06'
TC
464.11'
TC
466.12'TC
467.29'
TC
467.40'
TC
468.57'
TC
466.12'
TC
465.60'
TC
465.40'
TC
466.19'
TC
465.05'
TC
464.85'
TC
465.26'TC
464.15'
TC
464.16'TC
463.42'
TC
462.96'
EX GND
456.40'
EX GND
455.00'
PVMT
464.15'
PVMT
463.84'
PVMT
463.24'
TC
464.71'
TC
465.04'
EX GND
469.83'
EX GND
467.56'
465
460456
457
458
4
5
9 465464463460
457
458
459
46
1
462 465462463464
4624
6
3
46
4
TC
464.04'
TC
463.59'
TC
464.70'
464.67'FFE=465.30'465.93'
465.54'465.17'
FFE=465.30'FFE=465.30'
FFE=465.30'
TC
462.73'
WEIR
PLATE
36" ACCESS RISER
W/ VDOT MH-1, TYP.
SWM A
77LF OF 66" CMP
FFE = 465.30'
TC
469.70'
TC
468.70'
TC
456.66'
TC
455.80'4618" ROOF DRAIN
TRAFFIC RATED
CLEANOUT (TYP)
6" ROOF DRAIN (TYP.)
DI-3B 10' THROAT
INV IN: 451.87
INV OUT: 451.87
D D
D
D
D
110
116
112
108
118
104
102
100
115
111
109
107103
105
101
117
113
RD1
114
S:\103\42231-AutoZone\DWG\Sheet\CD\C1.1 GRADING & DRAINAGE PLAN.dwg | Plotted on 7/17/2019 3:36 PM | by Anna FontaineGRADING & DRAINAGE PLANC1.1
1"=20'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
0
SCALE 1"=20'
40'20'
NAD 83
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
10''W 10''W 10''W 10''W 10''W 10''W 10''W
10''W
8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN
GHIGHWAY COMMERCIAL ZONE
C-1 COMMERCIAL ZONE HIGHWAY COMMERCIAL ZONEC-1 COMMERCIAL ZONEGGGGGGGGGGGGGGGGG
G
G G
APPROXIMATE
LOCATION OF
GAS LINES.
PROPOSED
AUTOZONE
6,816 SF
1 STORY
GRASS
AREA
FUTURE
BUILDING
MONUMENT
SIGN
D D
D
D
D
110
116
112
108
118
104
102
100
115
111
109
107103
105
101
117
113
RD1
114
NOTES:
1.CONTRACTOR SHALL COORDINATE WITH ACSA PRIOR
TO THE START OF CONSTRUCTION ON THE
RELOCATION OF THE EXIST. 10" DIP WATER MAIN.
2.CONTRACTOR SHALL REFER TO ACSA CONSTRUCTION
STANDARDS AND DETAILS ACCORDINGLY.
G G GGGGG G
PROPOSED
GAS SERVICE
4" SANITARY SEWER LINE
PVC SDR 26
WATER LINE
1" TYPE K COPPER WWELECTRIC METER
EXISTING HYDRANT
90° BEND
TIE TO
EXISTING
GAS LINE
1" WATER LINE
STUB-OUT FOR
FUTURE
CONNECTION
4" SANITARY
STUB-OUT
FOR FUTURE
CONNECTION
1" WM
5
SANSAN
SANSAN6
4
3
2
1
PROPOSED SANITARY
TO TIE TO EXISTING
STUB
PROPOSED WATERLINE
TO TIE TO EXISTING STUB
W W WWWW1" X 1" X 1" TEE
90° BEND
45°
BEND
45°
BEND
45°
BEND
WATERLINE 1"
TYPE K COPPER
GAS METER
PORTION OF 10" DIP TO BE
RELOCATED BENEATH PROPOSED
STORM PIPE.S:\103\42231-AutoZone\DWG\Sheet\CD\C1.2 UTILITY PLAN.dwg | Plotted on 7/17/2019 3:37 PM | by Anna FontaineUTILITY PLANC1.2
1"=20'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
0
SCALE 1"=20'
40'20'
NAD 83
EROSION & SEDIMENT CONTROL NOTES & DETAILSC1.3
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 14 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.
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW BUILDING, PARKING AREA, UTILITIES,
AND ASSOCIATED SITE WORK. LIMITS OF DISTURBANCE TOTALS 1.38 ACRES.
ADJACENT PROPERTY
THE PROPERTY IS BOUND BY WESTFIELD ROAD TO THE NORTHEAST, ROUTE 29 TO THE
SOUTHEAST, A PET SUPPLY STORE TO THE SOUTHWEST, AND A RETAIL STORE TO THE NORTHWEST.
EXISTING SITE CONDITIONS
THE SITE CURRENTLY CONTAINS A PAVED PARKING AREA.
OFF-SITE AREAS
SOME UTILITY CONNECTIONS WILL REQUIRE OFFSITE CONNECTIONS.
CRITICAL EROSION AREAS
NONE
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
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 RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF
A SLOPING DISTURBED AREA WHICH DIVERTS OFF-SITE RUNOFF AWAY FROM UNPROTECTED
SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT-LADEN RUNOFF TO A
SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS.
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.OUTLET PROTECTION - 3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR
STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER-CUTTING
FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER
ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS.
8.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.
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 C1.4)
1.A PRE-CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR,
CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COUNTY
OFFICE BUILDING.
2.INSTALL PERIMETER MEASURES ALONG SEMINOLE TRAIL AND TREE PROTECTION AROUND THE
SITE.
3.GRADE SEDIMENT TRAP AND INSTALL DIVERSION DIKES.
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 C1.5)
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 COMPLETE ANY FINAL GRADING
OR HARDSCAPE.
5.APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL
GRADE IS ACHIEVED.
6.ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED,
EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR.
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:
91 - URBAN LAND, 0 TO 25 PERCENT SLOPES. 10 INCHES TO DENSIC MATERIAL.
HYDROLOGIC SOIL GROUP: N/A
3.38
STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION
FENCE ATTACHED TO POSTS (PRE-WEATHERED WOOD,
GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT
LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN
POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH
POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY
IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE.
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
MINIMUM CARE LAWN
COMMERCIAL OR RESIDENTIAL
KENTUCKY 31 OR TURF-TYPE TALL FESCUE
IMPROVED PERENNIAL RYEGRASS
KENTUCKY BLUEGRASS
GENERAL SLOPE (3:1 OR LESS)
KENTUCKY 31 FESCUE
RED TOP GRASS
SEASONAL NURSE CROP *
LOW-MAINTENANCE SLOPE (STEEPER THAN 3:1)
KENTUCKY 31 FESCUE
RED TOP GRASS
SEASONAL NURSE CROP *
CROWNVETCH **
TOTAL LBS. PER ACRE
175-200 LBS.
90-100%
0-5%
0-5%
128 LBS.
2 LBS.
20 LBS.
150 LBS.
108 LBS.
2 LBS.
20 LBS.
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.
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
PLANTING DATES
SEPT. 1 - FEB. 15
FEB. 16 - APR. 30
MAY 1 - AUG. 31
RATE (LBS./ACRE)
50-100
60-100
50
SPECIES
50/50 MIX OF
ANNUAL RYEGRASS
(LOLIUM MULTI-FLORUM)
&
CEREAL (WINTER) RYE
(SECALE CEREALE)
ANNUAL RYEGRASS
(LOLIUM MULTI-FLORUM)
GERMAN MILLET
(SETARIA ITALICA)
GRAVEL CURB INLET SEDIMENT FILTER
RUNOFF WATER
GRAVEL FILTER 12"
WIRE MESH
FILTERED WATER
SEDIMENT
CONCRETE
GUTTER
12"CURB INLET
SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS 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.
* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
1. SET THE STAKES.2. EXCAVATE A 4"X 4" TRENCH UPSLOPE
ALONG THE LINE OF STAKES.
3. STAPLE FILTER MATERIAL TO STAKES AND
EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
6'
MAX.
FLOW 4"
FLOW
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
3'
MAX.
AA
FLOW
3.31
3.32
STORMWATER INLET PROTECTION
SILT FENCE (W/O WIRE SUPPORT)
PERMANENT SEEDING MIX FOR PIEDMONT AREA
TEMPORARY SEEDING PLANT MATERIALS
No Scale
No Scale
No Scale
No Scale
3.07- 6
3.02
STORM DRAIN INLET PROTECTION
3.07-1
3.05-2
TREE PROTECTION
No Scale
STONE CONSTRUCTION ENTRANCE
No Scale
No Scale
SEDIMENT TRAP
No Scale
CE
SF
IP
IP
PS
TS
TP
SP
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
3.13
N/A
46
5
467OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
10''W 10''W 10''W 10''W 10''W 10''W 10''W
10''W
8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN
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HIGHWAY COMMERCIAL ZONE
C-1 COMMERCIAL ZONE HIGHWAY COMMERCIAL ZONEC-1 COMMERCIAL ZONE1018
0.00
FH TOP
469
468
467
466
465464463462461460459458
457456455 465463
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6
8
4
6
9
47
0
461459460458457457456G GGGGGGGGGGGGGGGG
G
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APPROXIMATE
LOCATION OF
GAS LINES.
SF
SF
LIMITS OF
DISTURBANCE:
1.38 ACRES
CE
ST
SEDIMENT TRAP
1.108 ACRE DRAINAGE AREA
TOTAL STORAGE REQUIRED: 148.5 CY
TOTAL STORAGE PROVIDED: 192.0 CY
TOP OF DAM ELEVATION: 462.0
DC
DC
DC
DC
DD
DD
DD
DD
TPTPTP
STONE WEIR 458459460461TS
IP
IP
TS
IP462457462PARKING
STAGING &
STORAGE
S:\103\42231-AutoZone\DWG\Sheet\CD\C1.4 EROSION & SEDIMENT CONTROL PLAN - PHASE 1.dwg | Plotted on 7/17/2019 3:38 PM | by Anna FontaineEROSION & SEDIMENT CONTROL PLAN - PHASE 1C1.4
1"=20'
0
SCALE 1"=20'
40'20'
NAD 83
EROSION CONTROL LEGEND
3.02
3.05
CONSTRUCTION ENTRANCE
SILT FENCE
INLET PROTECTION
CE
SF
IP
3.31TEMPORARY SEEDINGTS
3.32PERMANENT SEEDINGPS
DUST CONTROLDC
3.35MULCHINGMU
SOIL AREA DIVIDE -
*
* "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER
3.39
DRAINAGE DIVIDE -
LIMITS OF CLEARING AND GRADING-
3.07
SEDIMENT BASINST 3.13
DIVERSION DIKEDD 3.09
3.38TREE PROTECTIONTPTP
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
46
5
467OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
10''W 10''W 10''W 10''W 10''W 10''W 10''W
10''W
8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN
GΔ
HIGHWAY COMMERCIAL ZONE
C-1 COMMERCIAL ZONE HIGHWAY COMMERCIAL ZONEC-1 COMMERCIAL ZONE1018
0.00
FH TOP
469
468
467
466
465464463462461460459458
457456455 465463
462462
4624634644664
6
8
4
6
9
47
0
461459460458457457456G GGGGGGGGGGGGGGGG
G
G G
APPROXIMATE
LOCATION OF
GAS LINES.
PROPOSED
AUTOZONE
6,816 SF
1 STORY
GRASS
AREA
FUTURE
BUILDING
MONUMENT
SIGN
465
464
466 46
7
4
6
8
465
460456
457
458
4
5
9 465464463460
457
458
459
46
1
462 465462463464
46246346
4461GGGGGGGG WWSANSAN
SANSANW W WWWWPORTION OF 10" DIP TO BE
RELOCATED BENEATH PROPOSED
STORM PIPE.
D D
D
D
D
LIMITS OF
DISTURBANCE:
1.38 ACRES
SF
SF
CE
SF
SF
IPIP
IP
IP
PS
PS
PS
IP
PS
TPTPTP
DC
DC
DC
PS
PS
SF
SF
SF
SF
IP
IP IP
EROSION CONTROL LEGEND
3.02
3.05
CONSTRUCTION ENTRANCE
SILT FENCE
INLET PROTECTION
CE
SF
IP
3.31TEMPORARY SEEDINGTS
3.32PERMANENT SEEDINGPS
DUST CONTROLDC
3.35MULCHINGMU
SOIL AREA DIVIDE -
*
* "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER
3.39
DRAINAGE DIVIDE -
LIMITS OF CLEARING AND GRADING-
3.07
SEDIMENT BASINSB 3.13
DIVERSION DIKEDD 3.09
S:\103\42231-AutoZone\DWG\Sheet\CD\C1.5 EROSION & SEDIMENT CONTROL PLAN - PHASE 2.dwg | Plotted on 7/17/2019 3:39 PM | by Anna FontaineEROSION & SEDIMENT CONTROL PLAN - PHASE 2C1.5
1"=20'
0
SCALE 1"=20'
40'20'
NAD 83
3.38TREE PROTECTIONTPTP
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
46
5
467OHP OHP OHP OHP OHP OHP OHP
10''W 10''W 10''W 10''W 10''W
8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN
469
468
467
466
465464463462461460459458
457456455 465463
462462
4624634644664
6
8
4
6
9
47
0
461459460458457457456 GGGGGGGGGGANALYSIS
POINT 1
PRE AREA
(ONSITE)
AREA = 1.38 AC
IMPERVIOUS = 0.87 AC
GRASS COVER = 0.51 AC
46
5
467OHP OHP OHP OHP OHP OHP OHP
10''W 10''W 10''W 10''W 10''W
8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN
G469
468
467
466
465464463462461460459458
457456455 465463
462462
4624634644664
6
8
4
6
9
47
0
461459460458457457456 GGGGGGGGGGMONUMENT
SIGN
465
464
466 46
7
4
6
8
465
460456
457
458
4
5
9 465464463460
457
458
459
46
1
462 465462463464
4624
6
3
46
4461GGGGG WW W WWD D
D
D
D
ANALYSIS
POINT 1
POST AREA
(DETAINED)
AREA = 0.99 AC
IMPERVIOUS = 0.93 AC
GRASS COVER = 0.06 AC
POST AREA
(UNDETAINED)
AREA = 0.39 AC
IMPERVIOUS = 0.10 AC
GRASS COVER = 0.29 AC
SWM A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
S:\103\42231-AutoZone\DWG\Sheet\CD\C1.6 STORMWATER MANAGEMENT PLAN.dwg | Plotted on 7/18/2019 12:28 PM | by Anna FontaineSTORMWATER MANAGEMENT PLANC1.6
1"=30'
PRE-DEVELOPED
*STORMWATER QUALITY ANALYSIS INCLUDES FUTURE IMPERVIOUS COVER
TO BE SUBMITTED UNDER SEPARATE COVER*
SITE DATA
PRE DEVELOPED AREA
IMPERVIOUS = 0.87 ACRES
MANAGED TURF = 0.51 ACRES
PRE DEVELOPMENT LOAD (TP) (LB/YR) = 2.18
POST DEVELOPED AREA
IMPERVIOUS = 1.06 ACRES
MANAGED TURF = 0.32 ACRES
POST DEVELOPMENT LOAD (TP) (LB/YR) = 2.48
MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20%
TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 0.75 CREDITS TO BE
PURCHASED
WATER QUALITY ANALYSIS
FLOOD PROTECTION:
POST-DEVELOPED Q10 ≤ PRE-DEVELOPED Q10
OK 9.96 CFS (POST-DEVELOPED Q10) ≤ 10.13 CFS (PRE-DEVELOPED Q10)
CHANNEL PROTECTION (ENERGY BALANCE):
QDEVELOPED ≤ 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED
OK 3.80 CFS ≤ 0.80*(5.13 CFS*0.263 AC-FT)/(0.256 AC-FT) = 4.22 CFS
DRAINAGE AREA ANALYSIS (POST-DEVELOPMENT)
*DRAINAGE AREA ANALYSIS REFLECTS
PROPOSED CN VALUES ASSOCIATED WITH THIS
PLAN
POST AREA 1-U (UNDETAINED)
AREA = 0.39 ACRES
0.10 ACRES (IMPERVIOUS)
0.29 ACRES (MANAGED TURF)
Tc = 6 MIN
Q (CFS)V (AC-FT)
1 YEAR 1.08 0.052
2 YEAR 1.43 0.070
10 YEAR 2.50
POST AREA 1-D (DETAINED)
AREA = 0.99 ACRES
0.84 ACRES (IMPERVIOUS)
0.15 ACRES (MANAGED TURF)
Tc = 6 MIN
Q (CFS)V (AC-FT)
1 YEAR 3.89 0.204
2 YEAR 4.79 0.255
10 YEAR 7.43
FLOW THROUGH PIPE STORAGE
FLOWS ROUTED THROUGH DETENTION SYSTEM
SWM A
Q (CFS)
1 YEAR 2.83
2 YEAR 3.94
10 YEAR 7.30
COMBINED FLOW AT ANALYSIS POINT 1
Q (CFS)
1 YEAR 3.80
2 YEAR 5.25
10 YEAR 9.96
PRELIMINARY WATER QUANTITY ANALYSIS POINT 1
8.25" ORIFICE WITH TRASH RACK
INV 452.10
10 YEAR WSE
456.32
2 YEAR WSE
455.76
TOP OF WEIR
PLATE 456.40
ELEV.
452.10
STEEL PLATE
TOP OF 66" STORAGE PIPE
ELEV. = 457.60
SWM A WEIR PLATE SECTION DETAIL
(FUTURE)
24" X 6" ORIFICE
INV 455.35
1 YEAR WSE
455.30
0
SCALE 1"=30'
60'30'
NAD 83
POST-DEVELOPED
DRAINAGE AREA ANALYSIS (POST-DEVELOPMENT)
*DRAINAGE AREA ANALYSIS REFLECTS FUTURE
PROJECT DEVELOPMENT
POST AREA 1-U (UNDETAINED) (FUTURE)
AREA = 0.36 ACRES
0.10 ACRES (IMPERVIOUS)
0.26 ACRES (MANAGED TURF)
Tc = 6 MIN
Q (CFS)V (AC-FT)
1 YEAR 1.00 0.048
2 YEAR 1.32 0.065
10 YEAR 2.31
POST AREA 1-D (DETAINED) (FUTURE)
AREA = 1.02 ACRES
0.96 ACRES (IMPERVIOUS)*
0.06 ACRES (MANAGED TURF)
Tc = 6 MIN
*DRAINAGE AREA INCLUDES FUTURE BUILDING &
PARKING IMPERVIOUS COVER (TO BE SUBMITTED
UNDER SEPARATE COVER)
Q (CFS)V (AC-FT)
1 YEAR 4.18 0.228
2 YEAR 5.09 0.282
10 YEAR 7.77
FLOW THROUGH PIPE STORAGE
FLOWS ROUTED THROUGH DETENTION SYSTEM
SWM A
Q (CFS)
1 YEAR 2.99
2 YEAR 4.81
10 YEAR 7.59
COMBINED FLOW AT ANALYSIS POINT 1
Q (CFS)
1 YEAR 3.75
2 YEAR 5.87
10 YEAR 9.55
DRAINAGE AREA ANALYSIS (PRE-DEVELOPMENT)
PRE AREA
AREA = 1.38 ACRES
0.87 ACRES (IMPERVIOUS)
0.51 ACRES (MANAGED TURF)
Tc = 6 MIN
Q (CFS)V (AC-FT)
1 YEAR 5.13 0.263
2 YEAR 6.40 0.332
10 YEAR 10.13
FLOOD PROTECTION (FUTURE):
POST-DEVELOPED Q10 ≤ PRE-DEVELOPED Q10
OK 9.55 CFS (POST-DEVELOPED Q10) ≤ 10.13 CFS (PRE-DEVELOPED Q10)
CHANNEL PROTECTION (ENERGY BALANCE) (FUTURE):
QDEVELOPED ≤ 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED
OK 3.75CFS ≤ 0.80*(5.13 CFS*0.263 AC-FT)/(0.290 AC-FT) = 3.91 CFS
8.25" ORIFICE WITH TRASH RACK
INV 452.10
10 YEAR WSE
456.23
2 YEAR WSE
455.64
TOP OF WEIR
PLATE 456.40
ELEV.
452.10
STEEL PLATE
TOP OF 66" STORAGE PIPE
ELEV. = 457.60
SWM A WEIR PLATE SECTION DETAIL
24" X 6" ORIFICE
INV 455.35
1 YEAR WSE
455.00
0
SCALE 1"=30'
60'30'
NAD 83
46
5
467OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
10''W 10''W 10''W 10''W 10''W 10''W 10''W
10''W
8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN
GHIGHWAY COMMERCIAL ZONE
C-1 COMMERCIAL ZONE HIGHWAY COMMERCIAL ZONEC-1 COMMERCIAL ZONE469
468
467
466
465464463462461460459458
457456455 465463
462462
4624634644664
6
8
4
6
9
47
0
461459460458457457456G GGGGGGGGGGGGGGGG
G
G G
G G GGGGG G
WWSANSAN
SANSANW W WWWWPORTION OF 10" DIP TO BE
RELOCATED BENEATH PROPOSED
STORM PIPE.
D D
D
D
D
110
116
112
108
118
104
102
100
114
PROPOSED
AUTOZONE
6,816 SF
1 STORY
GRASS
AREA
FUTURE
BUILDING
10' SETBACK 10' SETBACKMONUMENT
SIGN
465
464
466 46
7
4
6
8
465
460456
457
458
4
5
9 465464463460
457
458
459
46
1
462 465462463464
46246346
4
WEIR
PLATE
36" ACCESS RISER
W/ VDOT MH-1, TYP.
SWM A
77LF OF 66" CMP
FFE = 465.30'4610.30 0.74
110
0.16 0.83
116
0.15 0.90
RD1
0.16 0.69
112
0.07 0.83
102 0.13 0.82
118
0.13 0.83
108
AREA C
INLET
LEGEND
DRAINAGE DIVIDE
S:\103\42231-AutoZone\DWG\Sheet\CD\C1.8 PIPE & INLET CALCULATIONS.dwg | Plotted on 7/17/2019 3:41 PM | by Anna FontaineSTORMWATER SUMMARY PLANC1.7
1"=20'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
0
SCALE 1"=20'
40'20'
NAD 83
S:\103\42231-AutoZone\DWG\Sheet\CD\C1.8 PIPE & INLET CALCULATIONS.dwg | Plotted on 7/17/2019 3:41 PM | by Anna FontainePIPE & INLET CALCULATIONSC1.8
N/A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
S:\103\42231-AutoZone\DWG\Sheet\CD\C1.8 PIPE & INLET CALCULATIONS.dwg | Plotted on 7/17/2019 3:41 PM | by Anna FontaineSTORMWATER QUALITY CALCULATIONSC1.9
N/A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
DOMESTIC WATERLINE
450
455
460
465
470
450
455
460
465
470
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
FUTURE WATERLINE
450
455
460
465
470
450
455
460
465
470
9+50 10+00 11+00 12+00 13+00 13+50
TIE TO
STUB OUT
STA 10+03.03
90° BEND
STA 10+98.57
90° BEND
STA 11+28.09
45° BEND
STA 11+71.81
45° BEND
STA 12+55.14
90° BEND
TIE TO
BUILDING
STORM
PIPE 109
3' MIN.EXISTING
GRADE
PROPOSED
GRADE
1" TYPE K
COPPER
9+50 10+00 11+00 11+50
1" TYPE K
COPPER
STUB OUT
FOR FUTURE
CONNECTION
3' MIN.
EXISTING
GRADE
PROPOSED
GRADE
STA 10+34.63
45° BEND
STORM
PIPE 109
4'
EXIST. 8" SSWR PIPE
CONTRACTOR SHALL
VERIFY DEPTH PRIOR
TO THE START OF
CONSTRUCTION
1.5'
MIN.
EXIST. 8" SSWR PIPE
CONTRACTOR SHALL
VERIFY DEPTH PRIOR
TO THE START OF
CONSTRUCTION
1.5'
MIN.
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SANITARY 6 - EXISTING VAULT
450
455
460
465
470
450
455
460
465
470
9+50 10+00 11+00 12+00 13+00 14+00 14+50
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SANITARY 5 - 4
450
455
460
465
470
450
455
460
465
470
9+50 10+00 11+00
BLDG-6
16.88' OF
4" SDR-26 PVC
@ 2.00%
6-4
96.68' OF
4" SDR-26 PVC
@ 2.00%
4-3
33.79' OF
4" SDR-26 PVC
@ 2.00%
3-2
25.98' OF
4" SDR-26 PVC
@ 2.00%
2-1
88.37' OF
4" SDR-26 PVC
@ 2.00%
1- EX. VAULT
47.46' OF
4" SDR-26 PVC
@ 2.00%
6
TRAFFIC RATED CLEANOUT
STA 10+16.88
TOP 465.22
INV IN 461.63 (BLDG-6)
INV OUT 461.63 (6-4)
3
TRAFFIC RATED CLEANOUT
STA 11+47.35
TOP 463.83
INV IN 459.02 (4-3)
INV OUT 459.02 (3-2)
2
TRAFFIC RATED CLEANOUT
STA 11+73.33
TOP 463.46
INV IN 458.50 (3-2)
INV OUT 458.50 (2-1)1
CLEANOUT
STA 12+61.70
TOP 460.86
INV IN 456.73 (2-1)
INV OUT 456.73 (1- EX. VAULT)
4
TRAFFIC RATED CLEANOUT
STA 11+13.56
TOP 464.25
INV IN 459.70 (6-4)
INV IN 460.14 (5-4)
INV OUT 459.70 (4-3)
STORM
PIPE 113
PROPOSED
GRADE
EXISTING GRADE
EXISTING
VAULT
1'
MIN.
STORM
PIPE 105
5
CLEANOUT
STA 10+00.00
TOP 464.94
INV OUT 460.60 (5-4)
5-4
22.87' OF
4" SDR-26 PVC
@ 2.00%
4
TRAFFIC RATED CLEANOUT
STA 10+22.87
TOP 464.25
INV IN 459.70 (6-4)
INV IN 460.14 (5-4)
INV OUT 459.70 (4-3)
PROP. SANITARY
SERVICE TO
CONNECT TO EXIST.
VAULT AND 8" MAIN
PROP.
GAS LINE
STORM
PIPE RD1
PROP. ROOF
LEADER
1'
MIN.
1'
MIN.
2.5'
1' MIN.
PROPOSED
GRADE
EXISTING
GRADE
3.28'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
S:\103\42231-AutoZone\DWG\Sheet\CD\C1.7 UTILITY PROFILES.dwg | Plotted on 7/17/2019 3:42 PM | by Anna FontaineUTILITY PROFILESC2.0
AS SHOWN
PROFILE SCALE
0
0
50
5
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
STR. 110 - SWM A
445
450
455
460
465
470
445
450
455
460
465
470
9+50 10+00 11+00 12+00 12+50
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
STR. 116 - SWM A
445
450
455
460
465
470
445
450
455
460
465
470
9+50 10+00 11+00 12+00 12+50
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
STR. 108 - SWM A
445
450
455
460
465
445
450
455
460
465
9+50 10+00 11+00
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SWM A - STR. 100
440
445
450
455
460
465
440
445
450
455
460
465
9+50 10+00 11+00 11+50
109
168.72' OF
12" HDPE
@ 2.75%116: DI-3B 6 ft ThroatSTA 10+00.00TOP 463.94INV OUT 457.50 (115)115
34.89' OF
12" HDPE
@ 2.00%112: DI-3B 6 ft ThroatSTA 11+42.03TOP 462.79INV IN 455.63 (113)INV OUT 455.63 (111)111
21.27' OF
12" HDPE
@ 1.00%108: DI-3B 6 ft ThroatSTA 10+00.00TOP 462.55INV OUT 457.25 (107)107
24.14' OF
12" HDPE
@ 4.50%
101
22.22' OF
21" RCP
@ 0.50%105
23.22' OF
18" HDPE
@ 0.65%
104: MH-1
STA 10+23.16
TOP 459.00
INV IN 451.95 (105)
INV OUT 451.85 (103)
103
40.86' OF
18" HDPE
@ 0.50%100: MH-1STA 10+86.23TOP 455.38INV IN 451.44 (101)INV OUT 451.34 (21" RCP)110: DI-3C 6 ft ThroatSTA 10+00.00TOP 464.06INV OUT 459.47 (109)HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
STR. 118 - SWM A
445
450
455
460
465
470
445
450
455
460
465
470
9+50 10+00 10+50118: DI-3B 6 ft ThroatSTA 10+00.02TOP 460.69INV OUT 456.00 (117)PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
SWM A
70 LF OF 66" CMP
@ 0.5% SLOPE
INV. IN: 454.83
INV. BTM: 452.48
SWM A
70 LF OF 66" CMP
@ 0.5% SLOPE
INV IN: 455.42
INV. BTM: 452.21
SWM A
70 LF OF 66" CMP
@ 0.5% SLOPE
INV IN: 456.16
INV BTM: 452.41
117
6.12' OF
12" HDPE
@ 2.00%
1" TYPE K
COPPER
SWM A
70 LF OF 66" CMP
@0.5% SLOPE
INV IN: 455.88
INV. BTM: 452.13
PROP.
GAS LINE
3'
PROP.
GAS LINE
APPROX. ELEV. OF EXIST.
GAS LINE. CONTRACTOR
TO VERIFY PRIOR TO
CONSTRUCTION
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
RD - STR 114
450
455
460
465
470
450
455
460
465
470114: MH-1STA 10+34.89TOP 463.94INV IN 456.80 (115)INV IN 457.79 (RD1)INV OUT 456.70 (113)WEIR PLATE
SANITARY
SEWER 102: DI-1STA 10+64.02TOP 456.15INV IN 451.65 (103)INV OUT 451.55 (101)113
107.17' OF
12" HDPE
@ 1.00%
PROP.
SANITARY
SEWER
9+50 10+00 11+00RD: 4 '' CleanoutSTA 10+00.00TOP 464.54INV OUT 458.75 (RD1)114: MH-1STA 10+47.75TOP 463.94INV IN 456.80 (115)INV IN 457.79 (RD1)INV OUT 456.70 (113)RD1
47.75' O
F
8" HDP
E
@ 2.00
%
PROPOSED
GRADE
EXISTING
GRADE
PROP.
SANITARY
SEWER
SWM A
70 LF OF 66" CMP
@ 0.5% SLOPE
INV OUT: 452.10
INV BTM: 452.10
1" TYPE K
COPPER
2.5'
8" EXIST.
SANITARY
PIPE
1'
MIN.
1'
MIN.
EXIST. SANITARY
SEWER. MAINTAIN 1 FT
VERTICAL SEPARATION.
1'
MIN.
1'
MIN.
RELOCATED 10"
DIP WATER MAIN
S:\103\42231-AutoZone\DWG\Sheet\CD\C1.8 STORM PROFILES.dwg | Plotted on 7/17/2019 3:43 PM | by Anna FontaineSTORM PROFILESC2.1
AS SHOWN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
PROFILE SCALE
0
0
50
5
HEIGHT OF
EYE = 3.5 FT
HEIGHT OF
OBJECT = 3.5 FT
EXISTING
GRADE
EXISTING
GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
WESTFIELD PROFILE
455
460
465
470
475
480
455
460
465
470
475
480
HEIGHT OF
OBJECT = 3.5 FT
183' SI
G
H
T
D
I
S
T
A
N
C
E
-
R
I
G
H
T
280' SIG
H
T
D
I
S
T
A
N
C
E
-
L
E
F
T
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ROUTE 29 PROFILE
450
455
460
465
470
475
480
450
455
460
465
470
475
480
580' S
I
G
H
T
D
I
S
T
A
N
C
E
-
L
E
F
T
HEIGHT OF
OBJECT = 3.5 FT
HEIGHT OF
OBJECT = 3.5 FT
EXISTING
GRADE
SURFACE DATA
(FROM GIS)
SURFACE DATA
(FROM SURVEY)
SURFACE DATA
(FROM GIS)
SURFACE DATA
(FROM SURVEY)
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
FINISHED
GRADE
FINISHED
GRADE
9+50 10+00 11+00 12+00 13+00 14+00 15+00
465467
OHPOHPOHP10''W10''W10''W8'' SAN8'' SAN8'' SAN10180.00FH TOP469468467466465464463462461460459465
463462462
463
464
466468469470465 464466467468465465464463460458459461462465
4
6
4 46246346410+00
10+50
11+00
11+50
12+00
12+50 13+00
13+50
14+00
14+5014+65.1811+0011+5012+0012+5013+0013+5014+0014+5015+00465467OHPOHPOHPOHPOHP10''W10''W10''W10''W8'' SAN8'' SAN8'' SAN8'' SAN10180.00FH TOP469468467466465464463462461460459458457456455465463462462462463464466468469470461459460458457457456GGGGGGGGGG465
464
46646
7
4
6
8
465 460456
457
458
4
5
9
465464463460
457
458
459
46
1
462
465462463464 4624
6
3
46
4
46112+0012+5013+0013+5014+0014+5014+65.1810+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+80.32
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
S:\103\42231-AutoZone\DWG\C1.9 SIGHT DISTANCE PROFILES.dwg | Plotted on 7/17/2019 3:44 PM | by Anna FontaineSIGHT DISTANCE PROFILESC2.2
AS SHOWN
PROFILE SCALE
0
0
50
5
NAD 830
SCALE 1"=40'
80'40'NAD 830
SCALE 1"=40'
80'40'
46
5
467OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
10''W 10''W 10''W 10''W 10''W 10''W 10''W
10''W
8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN
GHIGHWAY COMMERCIAL ZONE
C-1 COMMERCIAL ZONE HIGHWAY COMMERCIAL ZONEC-1 COMMERCIAL ZONE469
468
467
466
465464463462461460459458
457456455 465463
462462
4624634644664
6
8
4
6
9
47
0
461459460458457457456G GGGGGGGGGGGGGGGG
G
G G
APPROXIMATE
LOCATION OF
GAS LINES.REMOVE
ASPHALT
PAVEMENT
REMOVE
LIGHT
REMOVE
CONCRETE
PAD
REMOVE
CONCRETE
BASE
REMOVE
CONCRETE CURB
AND GUTTER
REMOVE
CONCRETE
RAMP
NOTE:
PER THE GEOTECHNICAL REPORT, EXISTING ASPHALT PAVEMENT
SHOULD BE REMOVED AND HAULED OFF SITE. ABANDONED BURIED
UTILITIES AND UTILITY TRENCH BACKFILLS SHOULD ALSO BE
REMOVED. SPECIAL ATTENTION SHOULD BE GIVEN TO REMOVE ANY
REMNANTS OF THE PREVIOUS RESTAURANT BUILDING, INCLUDING
FOUNDATIONS, UNDERGROUND UTILITIES, GREASE TRAP, AND /OR
OTHER PREVIOUS CONSTRUCTION THAT WAS NOT REMOVED DURING
THE PREVIOUS DEMOLITION ACTIVITIES OR INDICATED BELOW.
RELOCATE POWER POLE.
CONTRACTOR TO COORDINATE
WITH DOMINION ENERGY
RELOCATE
GAS POLE
RELOCATE
GAS POLE
ADJUST TOP
AS NEEDED
REMOVE STORM INLET WITH
STD MH-1 TOP. REFER TO FINAL
GRADING PLAN FOR ELEVATION.
X
X
X
X
X
XX
REMOVE
TREES
XX
X
X
REMOVE PORTION OF CURB AND GUTTER
SAWCUT
SAWCUT
SANITARY SEWER
TO REMAIN
SAWCUT
SAWCUT
PORTION OF 10" WATER MAIN
TO BE RELOCATED FOR
PROPOSED STORM PIPE
REMOVE PIPE
REMOVE
INLET
REMOVE CONCRETE
REMOVE ASPHALT
REMOVE TREE
SAW CUT
LEGEND:
X
S:\103\42231-AutoZone\DWG\Sheet\CD\D1.0 DEMOLITION PLAN.dwg | Plotted on 7/17/2019 3:44 PM | by Anna Fontaine0
SCALE 1"=20'
40'20'
NAD 83DEMOLITION PLAND1.0
1"=20'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEA. FONTAINE
A. ALLISON
C. SHIFFLETT
07/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231
7/16/19
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
10''W 10''W 10''W 10''W 10''W 10''W 10''W
10''W
8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN
GHIGHWAY COMMERCIAL ZONE
C-1 COMMERCIAL ZONE HIGHWAY COMMERCIAL ZONEC-1 COMMERCIAL ZONE1018
0.00
FH TOPGGGGGGGGGGGGGGGG
G
G
G G
APPROXIMATE
LOCATION OF
GAS LINES.
PROPOSED
AUTOZONE
6,816 SF
1 STORY
GRASS
AREA
FUTURE
BUILDING
10' SETBACK 10' SETBACKDRAINAGE
ACCESS
EASEMENT
STORMWATER
MANAGEMENT
MAINTENANCE
EASEMENT 183' TO INTERSECTION580' SDL 280' SDLMONUMENT
SIGN
465
464
466 46
7
4
6
8
465
460456
457
458
4
5
9 465464463460
457
458
459
46
1
462 465462463464
4
6
2
4
6
3
46
4461
DI-3B 10' THROAT
INV IN: 451.87
INV OUT: 451.87
D D
D
D
D
S E M I N O L E T R A I L WESTFIELD ROAD232.6'
301.5'
(12)MAG SWE
(33)ILE INK
(28)ITE SPR
(45)PAN SHN
(85)CAR SED(84)CAR SED
(23)ITE SPR
(2)BET HER
(9)ILE WIN
(12)ILE INK
(40)HYP PER
(54)CAR SED
(6)ULM ALL
(3)QUE BIC
(6)PLA ACE
(9)GIN PRN
(5)ITA VIR
(5)MAG SWE
(10)ILE WIN
(5)ITA VIR
(18)ILE WIN
(65)ITA VIR
(14)ILE WIN
PARKING LOT LANDSCAPED AREA3,407 SF
-
INTERIOR PARKING LOT LANDSCAPED AREA
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEM. RACHNER
M. RACHNER
F. HANCOCK
7/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231MOMOCNo. 1491
FRANK W. HANCOCK III
THEALWN I
V
RIG
NIOF
ALANDS
CAPE A R C H ITECT7/16/19
S:\103\42231-AutoZone\DWG\Sheet\CD\L1.0 LANDSCAPE PLAN.dwg | Plotted on 7/17/2019 3:45 PM | by Anna FontaineLANDSCAPE PLANL1.0
1"=20'
0
SCALE 1"=20'
40'20'
NAD 83
TREE COVER CALCULATIONS
* per Sec. 32.7.9.8 of the Albemarle County Code
SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY
1.42 AC (GROSS SITE
AREA)10% COVER 1.42 AC x .1 = 0.142 AC
= 6,185.52 SF 6,186 SF 10,040 SF
STREET TREE REQUIREMENTS
* per Sec. 32.7.9.5 of the Albemarle County Code
STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED
SEMINOLE TRAIL 301.5 LF 1 LG TREE PER 35 LF 301.5/35 = 8.6 9 LG TREES 9 LG TREES
WESTFIELD ROAD 232.64 LF 1 LG TREE PER 40 LF 232.64/40 = 5.8 6 LG TREES 6 LG TREES
INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS
* per Sec. 32.7.9.6 of the Albemarle County Code
REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED
5% GROSS PARKING AREA 28,639.13 SF 28,639.13 x .05 = 1,431.96 SF 1,432 SF 3,409 SF
INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS
* per Sec. 32.7.9.6 of the Albemarle County Code
REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED
1 LG. OR 1 MED. SHADE
TREE PER 10 PARKING
SPACES
55 PARKING SPACES 55/10 = 5.5 6 LG. OR MED. SHADE TREES11 LARGE SHADE TREES
NOTE:
-WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF-SITE STREET, SHRUBS ARE TO
BE INSTALLED AT A MINIMUM HEIGHT OF 12".
-ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT;
THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE
OVERALL HEALTH OF THE PLANT.
TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE
BET HER 2 BETULA NIGRA `HERITAGE`HERITAGE RIVER BIRCH 2.5" CAL.
GIN PRN 9 GINKGO BILOBA `PRINCETON SENTRY`PRINCETON SENTRY GINKGO 3.5" CAL.
PLA ACE 6 PLATANUS X ACERIFOLIA LONDON PLANE TREE 2.5" CAL.
QUE BIC 3 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.
ULM ALL 6 ULMUS PARVIFOLIA 'ALLEE'ALLEE LACEBARK ELM 2.5" CAL.
FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE
MAG SWE 17 MAGNOLIA VIRGINIANA SWEET BAY 2" CAL.
SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE
ILE INK 45 ILEX GLABRA 'COMPACTA'COMPACT INKBERRY 24" HT./SPRD.
ILE WIN 51 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD.
ITA VIR 75 ITEA VIRGINICA VIRGINIA WILLOW 24" HT./SPRD.
SHRUB AREAS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE SPACING
ITE SPR 51 ITEA VIRGINICA 'SPRICH'VIRGINIA SWEETSPIRE 24" HT./SPRD.30" o.c.
PAN SHN 45 PANICUM VIRGATUM `SHENANDOAH`SWITCH GRASS 24" HT./SPRD.30" o.c.
GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE SPACING
CAR SED 210 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL.18" o.c.
HYP PER 40 HYPERICUM PERFORATUM ST. JOHN`S WORT 1 GAL.18" o.c.
PLANT SCHEDULE
CANOPY SF
397
20
422
339
299
100
CANOPY SF
S:\103\42231-AutoZone\DWG\Sheet\CD\L1.0 LANDSCAPE PLAN.dwg | Plotted on 7/17/2019 3:45 PM | by Anna FontaineLANDSCAPE NOTES & DETAILSL2.0
NTS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEM. RACHNER
M. RACHNER
F. HANCOCK
7/16/2019
AUTOZONE CHARLOTTESVILLEALBEMARLE COUNTY, VA42231MOMOCNo. 1491
FRANK W. HANCOCK III
THEALWN I
V
RIG
NIOF
ALANDS
CAPE A R C H ITECT7/16/19
3 X ROOTBALL
DIAMETER
PLAN VIEW
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 13 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
1" COMPOST LAYER
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
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
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
3-2"x2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
ROOT BALL
3 SHRUB PLANTING
NOT TO SCALE4GROUNDCOVER/ PERENNIAL PLANTING
NOT TO SCALE
2 DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
1 MULTI-STEM TREE - STAKING SPECIFIED
NOT TO SCALE
12" MIN.
HEIGHT VARIES WITH PLANTS
PLANT
2-3" MULCH LAYER
1" COMPOST LAYER
AMENDED SOIL MIX
UNDISTURBED EARTH
PLAN VIEW:
PLANT PERIMETER
AT INDICATED SPACING
PLANT UP TO EDGE OF SHRUBS
UNLESS OTHERWISE NOTED
MULCH LINE
EDGE OF BUILDING,
WALK OR STRUCTURE
PLANT UNDER DRIP LINE OF
LIMBED UP SHRUBS & TREES
TRIANGULAR INFILL SPACING
VOIDS
PLAN VIEW
ROOT BALL
3- 2" x 2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
12 GAUGE GALVANIZED WIRE
ALLOW FOR SLIGHT MOVEMENT
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
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOTBALL DOES NOT SHIFT
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP 13 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
6" SAUCER
1" COMPOST LAYER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
2-3" MULCH LAYER TO EDGE OF
DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
PRUNE BROKEN BRANCHES
REMOVE TAGS, LABELS AND
PLASTIC SLEEVING DO NOT
WRAP TRUNK
DO NOT PRUNE TERMINAL LEADER
OR BRANCH TIPS
NEW 1/2" RUBBER HOSE
3 2x2 HARDWOOD STAKES,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A
MIN. 18" OUT FROM TRUNK
AND OUTSIDE OF ROOTBALL
3 X ROOTBALL
DIAMETER
B&B CONTAINER
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP 13 OF BALL
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
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 2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
BACKFILL PLANTING PIT WITH
NATIVE SOIL. INCORPORATE
SLOW-RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES
OF PIT
GENERAL NOTES
PRE-CONSTRUCTION
·CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
·VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
·PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT,
TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
·PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS.
·SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER
AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED
PER TEST RESULTS TO ENSURE PLANT HEALTH.
CONSTRUCTION/INSTALLATION
·LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
·LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
·UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
·ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR.
·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
·REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
S:\103\42231-AutoZone\DWG\Sheet\CD\PH1.0 PHOTOMETRIC PLAN.dwg | Plotted on 7/17/2019 3:46 PM | by Anna Fontaine