HomeMy WebLinkAboutARB202100026 Plan - Submittal (First) 2021-02-17 (2)U
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PROJECT CONTACT LIST
APPLICANT/DEVELOPER
GREEN CLEAN HOLDINGS, LLC
5215 COLLEY AVENUE, SUITE 109
NORFOLK VA 23508
CONTACT: CRAIG VAN BREMEN
EMAIL: CRAIGOGCAWEXPRESS.COM
TEL: (757) 460-8360
OWNER
GUARANTY BANK C/O W ROD GENTRY,
UNION BANK, AND TR
4355 INNSLAKE DRIVE
GLEN ALLEN, VA 23060
CIVIL ENGINEER
Kimley*Horn
KIMLEY—HORN AND ASSOCIATES, INC.
1700 WILLOW LAWN DRIVE, SUITE 200
RICHMOND, VA 23230
TEL: (804) 673-3882
CONTACT: RYAN PERKINS, P.E.
EMAIL: RYAN.PERKINS@KlMLEY—HORN.COM
ARCHITECT
SBA STUDIOS, LLC
1565 DALE FORD ROAD
DELAWARE, OH 43015
TEL: (440) 476-8539
CONTACT: KEVIN CIESZYKOWSKI
EMAIL: KEVINCOSBA—STUDIOS.COM
SURVEYOR
JENNINGSTEPHENSON P.C.
LAND SURVEYORS V
& PLANNERS
JENNING STEPHENSON, P.C.
10160 STAPLES MILL ROAD SUITE 103
GLEN ALLEN, VA 23060
TEL: (804) 545-6235
CONTACT: KENNETH R. BLAYLOCK JR.
MISS UTILITY OF VIRGINIA
CALL BEFORE YOU DIG
811
MCCCOC11.11
FP71000if, WlEm! [011LFri
PLANNING/ZONING
PLANNING COMMISSION
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
TEL: (804) 677-0463
CONTACT: COREY CLAYBORNE
STORM WATER
FACILITIES AND ENVIRONMENTAL
SERVICES
401 MCINTIRE ROAD 4TH FLOOR
CHARLOTTESVILLE, VA 22902
TEL: (434) 296-5816
PUBLIC UTILITIES
PUBLIC WORKS
401 MCINTIRE ROAD 4TH FLOOR
CHARLOTTESVILLE, VA 22902
TEL: (434) 296-5816
FIRE MARSHAL
DEPARTMENT OF FIRE RESCUE
460 STAGECOACH ROAD
CHARLOTTESVILLE, VA 22902
TEL: (434) 296-5833
CONTACT: SHAWN MADDOX
ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN
SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE
OFFICIAL CONSTRUCTION PLANS.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS
PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED
ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS
PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN
AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO
KIMLEY-HORN AND ASSOCIATES, INC.
VICINITY MAP
RIVANNA MAGISTERIAL DISTRICT
�} i ROJECT LOCATION
0���'I111�III�RITUNE PARK ROAD)
WORTH CROSSING
STATE ROUTE 1722
VICINITY MAP
SCALE: 1 " = 500'
14i
SHEET INDEX
SHEET NUMBER
SHEETTITLE
CA-100
COVER SHEET
CA-101
GENERAL NOTES
CV-101
EXISTING CONDITIONS
CS-101
SITE PLAN
CS-501
SITE DETAILS
CS-502
SITE DETAILS
CG-101
GRADING PLAN
CL-101
LIGHTING PLAN
CL-501
LIGHTING DETAIL
CP-101
PLANTING PLAN
CP-501
PLANTING NOTES AND DETAILS
TOTAL NUMBER OF SHEETS: 11
PROJECT DATA
SITE STATISTICS
PARCEL ID: 046134-00-00-001DO
SITE ADDRESS: 3290 WORTH CROSSING
ZONED: HIGHWAY COMMERCIAL
MAGISTERIAL DISTRICT: RIVANNA
APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR
AIRPORT IMPACT AREA
STEEP SLOPES -MANAGED
EXISTING USE: COMMERCIAL
PROPOSED USE: CAR WASH
BU ILDING SIZE: 3,700 sf
BUILDING HEIGHT: 22' 4"
TOTAL SITE AREA: 1.08 AC.
TOTAL DISTURBED AREA: 0.79 AC.
TOTAL IMPERVIOUS COVER: 0.51 AC. (47%)
OPEN SPACE: 0.57 AC. (53%)
STEEP SLOPES: EXISTING LANDSCAPING TO REMAIN; NO DISTURBANCE PROPOSED
FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X"
AS SHOWN ON THE FLOOD INSURANCE RATE MAP,
MAP COMMUNITY - PANEL NUMBER 51003CO140D
EFFECTIVE DATE: FEBRUARY 4, 2005
WATER: ACSA
SEWER: ACSA
SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BY JENNING STEPHENSON,
P.C. ON OCTOBER 15, 2020
DATUM: HORIZONTAL CONTROL BASED UPON VI RG I N I A STATE PLANE
COORDINATE SYSTEM, SOUTH ZONE, NAD 1983
THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988
LATITUDE: 38742"N
LONGITUDE: 78°26' 19"W
RECEIVING WATER(S): SOUTH FORK RIVANNA RIVER
VAHU6CODE: JR08
BUILDING SETBACKS
FRONT: 10' (SEMINOLE TRAIL)
FRONT: 10' (WORTH CROSSING)
FRONT: 10' (FORTUNE PARK ROAD)
SIDE: 0'
PARKING SCHEDULE
PARKING PROVIDED: 19 SPACES
HANDICAP SPACES PROVIDED: 1 SPACE
TRAFFIC DATA
AM PEAK HOUR TRIP (ENTER/EXIT) N/A
PM PEAK HOUR TRIP (ENTER/EXIT) 29/28
VEHICLE TRIPS PER WEEKDAY 59
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
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CONSTRUCTION STANDARDS
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE
DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND,
UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING
REFERENCE DOCUMENTS:
A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS
B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS
C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE
SPECIFICATIONS
D. VDOT ROAD AND BRIDGE STANDARDS
E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
F. VIRGINIA WORK AREA PROTECTION MANUAL.
G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH)
H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS
CONSTRUCTION NOTES
1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL
CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL
APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES
DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION
DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
ON -SITE AT ALL TIMES DURING CONSTRUCTION.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND
SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF
CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION.
FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE
OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED
BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED.
ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN
ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES
ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS
PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL
NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES
WITHIN THE PROJECT SITE.
6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE
DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT
SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION
AT THE EXPENSE OF THE CONTRACTOR.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY
PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING
CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION.
B. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY
WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO
CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE.
9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN
ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5%
AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP
RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN
STANDARDS.
10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM
THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER.
11. TYING TO EXISTING PAVEMENT. EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT
LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED
AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED
WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW
SURFACE COURSE.
12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT
AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF
CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW
PRODUCTS.
13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC.
AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS
PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE
CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE
INHIBITED BY ANY OTHER SITE FEATURES.
14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION
OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR
DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND
NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR
WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE
AFFECTED ITEM.
15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION
SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS
AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT
BUILDING UTILITY LOCATIONS.
17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE
NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH
DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF
ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT
THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE
CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH
COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES,
COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM.
18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR
EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE
BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS
INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE.
19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE
APPLICABLE BY THE CONTRACTOR.
20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER
DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND
SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN
HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO
PUBLIC SAFETY.
DEMOLITION / LAND DISTURBANCE NOTES
1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO:
A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED
ON SITE AND AVAILABLE FOR REVIEW.
B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE
PROTECTION MEASURES PRIOR TO SITE DISTURBANCE.
C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING,
BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE,
CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR
SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY
NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES.
D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR
THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION
THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED
IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS.
E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES
REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO
MINIMIZE THE IMPACT ON THE AFFECTED PARTIES.
2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE
SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A
SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC
AND CONTRACTOR SAFETY.
3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT,
SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE
REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE
TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES.
4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,
DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE
LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER.
5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN
CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND
LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF
- WAY.
6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,
STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE
RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY.
7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN
ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE,
ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY
THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO
THEIR "PRE -DEMOLITION" CONDITION.
8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH
A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME.
9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE
REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE
TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO
PROVIDE A SAFE WORK SITE.
10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE)
SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE
CODES.
DRAINAGE / STORMWATER NOTES
1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS
AT THE LAST STAGES OF CONSTRUCTION.
2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH
SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF
ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM
DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE
CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER
- 1" SIZE "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR
SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED
UNLESS OTHERWISE NOTED.
3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE
DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED
BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER
DRAINAGE ITEMS.
4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE
AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR
PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END
SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY.
5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE.
6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN
RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE
ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION.
7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED
BY APPLICABLE AUTHORITY.
8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE
GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW
PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND.
10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT
FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND
BE INSTALLED ACCORDINGLY.
12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS
NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR
SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL
ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF.
CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE
DISCOVERED.
UTILITY NOTES
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN
IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT
WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE
PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY
DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE
OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN
TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY
REQUIREMENTS.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND
ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS,
AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE
ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES SERVICES WITH
THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE
ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET AS WELL AS
COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING
UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE
NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE.
4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS
NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT
IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804)
673-3882.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN
PLACE.
6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL
UTILITIES (UNLESS OTHERWISE NOTED).
7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH
THE UNIFORM STATEWIDE BUILDING CODE.
8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE
SIGNS AND MARKINGS.
9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING.
10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO
INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION
CONDUITS.
11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS
AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT
EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY
TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT
TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH
ALL APPLICABLE STANDARDS.
TRAFFIC CONTROL NOTES
1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT
ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE
STANDARDS.
2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY
OF ADJACENT ROADWAYS.
3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC
CONTROL PLAN.
BUILDING INSPECTION NOTES:
1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED
IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE.
2. ALL WATER, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON
PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING
DEPARTMENT.
3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS
SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL
PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI.
CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION
PROJECTS AT 540-562-3580 X131.
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CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD BEARING
CHORD
C1
133.38
325.00
23'30'53"
67.64
S50'44'05"W
132.45
C2
65.30
35.00
106'54'18"
47.22
N87'34'13"W
56.24
C3
46.14
35.00
75'31'49"
27.11
NO3'38151"E
42.87
LOCATION OF "STEEP SLOPES -MANAGED"
AS IDENTIFIED ON ALBEMARLE COUNTY GIS
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D.B. 1643 PG. 641 (PLAT)
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FORTUNE PARK ROAD
(5a=R/
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RST CITIZENS BANK & TRUST COMPANY
ADDRESS: 1815 FORTUNE PARK ROAD
PARCEL ID: 046B4-00-00-001D1
ZONED: HIGHWAY COMMERCIAL
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43 PG. 643 TOP=516.46 J
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20' ACSA S IAN TAR
\ \
SEWER EASEMENT \
D.B. 1482 PG. 105
D.B. 1739 PG. 532 VARIABLE TH
_ STORM DRAIN EAS T
B. 1643 PG. 641 (PLA \
LEGEND
�a DECIDUOUS TREE
Q SHRUB
• BOLLARD
HANDICAP PARKING/RAMP
BENCHMARK
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TP
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ALTA/NSPS LAND TITLE SURVEY OF
�tiz x o f >. 080 ACRES OF LAND LOCATED ON THE
SOUTH LINL' OF SL'WMOLE TRAIL
KENNETH R. BLAYLOCK, 1R.Z
Lic. NO. 2833
RIVANNA DISTRICT * ALBEMARLE COUNTY, VIRGINIA
DATE. DECEMBER 17, 2020 SCALE. 1" = 20'
JENNINGSTEPHENSON P.C. 10160 STAPLES MILL ROAD
SUITE 103
GLEN ALLEN, VA 23060
LAND SURVEYORS " PHONE - 804-545-6235
W�E FAX- 804-545-6259
& PLANNERS s J.N. 20-667
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EASTING: 11500431.54
10' FRONT BUILDING SETBACK
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R1-1 STOP SIGN
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EXISTING CG-9D
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CURVE TABLE
CURVE
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DELTA
TANGENT
CHORD BEARING
CHORD
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133.38
325.00
23'30'53"
67.64
S50'44'05"W
132.45
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65.30
35.00
106'54'18"
47.22
N87'34'1 YW
56.24
C3
46.14
35.00
1 75'31'49"
27.11
NO3'38'51"E
42.87
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GRAPHIC SCALE IN FEET
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DRTHING: 3934595.36
\STING: 11500561.37
ROD
END-e - _
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FIRST CITIZENS BANK & TRUST COMPANY
ADDRESS: 1815 FORTUNE PARK ROAD
PARCEL ID: 04664-00-00-001D1
ZONED: HIGHWAY COMMERCIAL
PAY STATION, MENU
BOARD, AND LIFT GATE
(DESIGN BY OTHERS)
CURB AND GUTTER
(SEE SHEET CS-501)
BYPASS LANE TO BE MANAGED
WITH CONES BY ATTENDANTS
3934451.83
11500719.57
SITE PLAN LEGEND
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1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED.
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3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING
ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING
SHOWN ON THE PLANS.
4. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED
FOR ALL PAVEMENT STRIPING.
5. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL
PAVEMENT SECTIONS.
2" SM-12.5A SURFACE COURSE
�Kl 8 UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B
SUBGRADE - STABLE AND COMPACTED TO A
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HEAVY DUTY ASPHALT SECTION
NOT TO SCALE
6" AIR ENTRAINED PORTLAND CONCRETE CEMENT
W/ MIN. 650 PSI FLEXURE STRENGTH & MIN 4000 PSI
28-DAY COMPRESSIVE STRENGTH
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HEAVY DUTY CONCRETE PAVEMENT SECTION
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NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET IOF 5.
THE REQUIRED LENGTH OF A PARALLEL RAMP
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TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
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IN FEET
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ROAD AND BRIDGE STANDARDS REFERENCE
SHEET 3 OF 5 1 REVISION DATE TYPE B (PARALLEL) APPLICATION 105
203.07 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
DUMPSTER PLAN
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✓ D.B. 1463 PG. 477
STORM PIPES
PIPE SEGMENT
LENGTH
DESCRIPTION
SLOPE
INV. (IN)
INV. (OUT)
STR. 110 TO STR. EX 101
23 LF
15 IN EX RCP
14.48%
513.00
509.60
STIR. 111 TO STIR. 110
65 LF
15 IN RCP
0.50%
513.42
513.10
STR. 112 TO STR. 110
18 LF
15 IN RCP
0.50%
513.20
513.11
STR. 113 TO STR. 112
96 LF
15 IN RCP
0.50%
513.78
513.30
STR. 114 TO STR. 113
52 LF
15 IN RCP
0.50%
514.14
513.88
STR. 115 TO STR. 114
58 LF
15 IN RCP
0.50%
514.53
514.24
STR. EX 101 TO STR. EX 100
105 LF
18 IN EX RCP
0.86%
5D9.60
508.70
STR. EX 102 TO STR. EX 101
122 LF
15 IN EX RCP
1.93%
511.95
509.60
SEMINOLE TRAIL
U. S. ROUTE 29
(VARIABLE WIDTH R/W)
G
STRUCTURE TABLE
STRUCTURE NAME
DESCRIPTION
RIM
HEIGHT
STIR. 110
VDOT STD. DI-1
516.43
3.43
STIR. 111
VDOT STD. DI-3B (L=6')
516.61
3.18
STR. 112
VDOT STD. DI-3C (L=6')
518.01
5.00
STR. 113
VDOT STD. MH-1
519.40
5.81
STR. 114
VDOT STD. DI-3C (L-6')
519.72
5.58
STR. 115
VDOT MOD. DI-1 MONO BOX
516.93
2.40
STR. EX 100
EXISTING STRUCTURE
512.85
4.00
STR. EX 101
EXISTING STRUCTURE
514.47
4.87
STR. EX 102
EXISTING STRUCTURE
516.46
4.51
UUNIMAUIUM IU LNJUML L26 MINIMUM JLUYL
_ THROUGHOUT GRASS AREA TO INLET 115
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1.84 A14 o RAISED 6" ISLAND
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TC 518.60/ -�J� (0.79 AC.)
518.76 K.
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516.96- - - _ 51'i TC - CC �-{s) �P 51 310
9643 PG. 643
VARIABLE WF6
STORM DRAIN EAR
LB. 1643 PG. 641
GRADING LEGEND
TC: TOP OF CURB ELEVATION
BC: BOTTOM OF CURB ELEVATION
FS: FINISHED SURFACE ELEVATION
P: PAVEMENT ELEVATION
ME: MATCH EXISTING
FF: FINISHED FLOOR ELEVATION
HP: HIGH POINT
BI: BOTTOM OF ISLAND
CURB AND GUTTER
GRADING NOTES
1.
THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN
ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL
PLUMBING CODE.
2.
PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO
CENTER OF CHAMBER.
3.
VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES
WITH HEIGHT GREATER THAN 4 FEET.
4.
ADA ACCESSIBLE PARKING SPACES ARE SHOWN AND DESIGNED WITH
A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO
ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION.
5.
PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE DESIGNED WITH
A MAXIMUM 1.75% CROSS SLOPE AND A 4.75% LONGITUDINAL
SLOPE. CONTRACTOR TO ENSURE CROSS SLOPE DOES NOT EXCEED
2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%.
6.
CONTRACTOR TO MATCH EXISTING GRADES AT LIMITS OF
DISTURBANCE AND ENSURE POSITIVE DRAINAGE.
GRAPHIC SCALE IN FEET
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NOTE:
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR
MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND AWAY FORM ADJACENT ROADS. THE SPILLOVER
OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE
HALF FOOTCANDLE.
Q; q
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& FIRE HYDRANT c
EASEMENT
/ D.B. 1739 PG. 532
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GENERAL NOTES N o
1. PHOTOMETRIC PLANS ARE PROVIDED FOR INFORMATION PURPOSES ONLY.
2. MEP CONTRACTOR TO PROVIDE LIGHTING SYSTEM DESIGN.
INCLUDING JUNCTION BOXES, CONDUITS AND CONDUCTOR SIZE.
3. SOURCE OF POWER FOR LIGHTING TO BE CONFIRMED BY MEP.
CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR SERVICE
LIGHTING NOTES:
1. SEE SHEET CL-501 FOR FIXTURE AND LIGHT DETAILS
2. NEW POLES AND FIXTURES TO BE INSTALLED AS SHOWN. V)
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U. S. ROUTE 29
(VARIABLE WIDTH R/W)
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STORM DRAIN EASEMENT
D.B. 1643 PG. 641 (PLAT)
D.B. 1463 PG. 477
PURTUNE o
PARK ROAD V °
(50' R/W)
D.B. 1643 PG. 643
20' ACSA SANITARY
SEWER EASEMENT
D.B. 1482 PG. 105
1739 PG. 532 VARIABL
STORM DRAI
LUMINAIRE SCHEDULE
SYMBOL
LABEL
QUANTITY
ARRANGEMENT
DESCRIPTION
MANUFACTURER
HEIGHT
LAMP
WATTS
LIGHTING LOSS FACTOR
A
6
SINGLE
ECF-S-48L-1A-WW-G2-4-HIS-BK
GARDCO
14'-0"
LED
160W
1.0
0
B
3
SINGLE
LPW-32-70-WW-G3-4-BK
STONCO
9'-0"
LED
65W
1.0
MOUNTING NOTE:
TOTAL HEIGHT OF POLE MOUNTED FIXTURE TO BE 14' INCLUDING BASE. THIS HEIGHT IS BELOW THE REQUIRED MAXIMUM OF 20'.
LIGHTING CALCULATIONS
AREA
ILLUMINANCE-AVG.
MAX (FC.)
MIN (FC.)
AVG/MIN
MAX/MIN
PARKING AREA
5.0
18.5
0.2
25.2
92.5
PROPERTY LINE
0.05
0.4
0.0
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N.A
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.kb Nell.: : Client Name LawNaIm:
.kb LaWkn-CM: 8Me: :CI«btl BY:- JM La.em" 1-tlY: .I, ...
R .: D3330 acts: I OrWNIAW-al - rem,- PVMe: D53'd0 .. ,...
ANCHORAGE DATA
Tenon Top' SPECIFICATIONS '
Pole Shaft -The pole shaft is fabricated from hot rolled "load steel tubing of
one-piece ConsWction with a minimum yield strength of 55 KSI.
Pole Top - A removable pole Cap is provided for poles receiving drilling
patterns for side -mount luminaire arm assemblies. For to ire
P P mount lumina
and/or bracket size
drill
the factory. Consult the luminaire me pole Cap for
Pole Cap -PWtle collect tenon size ortlrill pattern. Other pole top options include ode cap only
(PC)or plain top(PL) which is typical When the Pole top diameter matches the
necessary slip fit dimensions.
Hendhole - A reinforced handhme with grounding provision is provided at
left' from the base antl of the pole assembly. Each hantlhole includes an
Cross Section easy to install, self-contained Swing Latch hantlhole Cover assembly. U.S.
Patent Swing Latch Cover is fabricated from durable polycarbonatel
O Well plastic. All pole assemblies are provided With a 2.50'x 5.00-rectangular
hantlhole. Handhole dimensions are nominal.
1 Soft sq Base Cover -A two-piece full base Cover fabricated from ABS plastic is
provided with each pole assembly. Additional base Cover options, including
the dad square (2T) cast aluminum cover, are available upon request.
xandhola Anchor Bolts - Anchor bolts conform gotASTM F1554 Grade 55 and are
provided with two hex nuts and two flat washers. Bolts have an'L' bend on
one and and are galvanized a minimum of IT on the threaded and.
N Hardware -AII structural fasteners are galvanized high strength Carbon steel
AMnon-struclu al fasteners are galvanized or zlno-plated Carbon stem or
stainless steel.
Finish - Standard finishes are either Galvanized (GV) or Finish Painted (FP).
Atlditional finish options including Finish Paint over Galvanizing (FPGV) or
Full Base Cover any of the V-PROve Finish Coating Systems are available upon request. See
(Standard) the product Ordering code for Color options.
Design CHWa -Please reference Design Criteria Specification for appropriate
design Conditions.
Dan Square - 2T
(Optional)
i:j
'Consult factory on loading
criteria for pole top mounted
luminaires and/or brackets.
LMONT INDUSTRIES, INC. 28800 IDA STREET, PO BOX 358- VALLEY, NE 66064 USA
- STRUCTURES
-:LYNMa BP DSM
-; OalarerAppmaM: Dose:
Anchor Baee DHall Use
get SmisMalea
B."
C"le
3.as 0.25 go.a2]0'
3.63 025
3.]s 0.25
3.]5 025
4.z5 D.zs
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4.00
1 ]
8.50
0.50 8.25 0.8]50.]5x1TJWx3JW
5.00
11
11.001.00
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5.00
]
11.001.0ti
11.00 1.o000a5XI].00x3.a0
8.00
]
12.001.00
12.50 1.0D0
1.ODx36.00x4JW
DESIGNATION,LOAD AND DIMENSIONAL DATA
24.4
4]0
14.8
3]0
4.00
4.00
11
90
4000120
19.9.,
3]0
11.]
293
4.00
4.OD
11
1W
40OC14015.9B295
r4-
8.9
223
400
400
11
115
400G160
12.62230
6.]
IN
400
400
11
125
400G1B0
9.6
]10]
4.5
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4.00
4.00
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#61018.,S.8
are
235
5.00
5.00
11
IN
500020026.1
.4535
182
405
5.00
5.00
T
265
50DW200
4.8
e100
1.0
50
4.00
4.00
11
1]0
4000250
18]IN
5A
135
4.00
4.W
]
245
COOW250
2`; A'
e83
185
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33+D' 47
t 0.]
463 t3.3
�68 44
1 15D 20
267 67
15T
3.T
150
5.00
5.00
11
225
5000250
333
9.5
238
non
5.00
T
NO
5WW2W
110
2.6
65
4.00
4.00
7
291
400W300
50
WA
WA
5.00
5.00
11
265
5000300
187
3a
100
500
5.00
)
No
SOOW300
t 9.0
475
13.2
330
Bo
225
B00
8.00
)
520
800`N3go
59
150
2.5
Non
WA
NIA
5.00
5.00
]
440
500W350
35,a
124
1 310
1 To
190
1 42
105
1 6.00
I 0.00
1 7
1 54o
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PRODUCT ORDERING CODES g
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MB
B-Mm11um B,mza
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LG-live City
D5=12)Colings 1100°8270'
arerGffiB 6
06=(3)Dig:®AY,19Y,8
VP30=µPp-M 6Pbn
D6 DawW
Tanon Mounting
P]2= µPao-M'6pbm
pp-pe
p2=2.W OD x 4. tenon
V U=WM-98Mrn
.
4=4.ByDoI6"done
VP54=µpp-%91ffin
ill lowrSw
pmn
Ps=2.88y0i'When
ups]-vpp•s] 6]Mnr
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SO=a.
P6=2.W ODx 5'Ie"wn
P]=2.abaF; :ran
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P9= Speriel size (apecityl
w11y=Vpp'110affirn
I.veJa1
DS330 - Fatigue Resistant Square Non -Tapered Steel Pole -�•110111„ss
BDUARE PLASTIC
TOP PUSH CAP
BD
N
4.em
I
MIILMYB
MILE MY BE
I- - - -- --
I
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MOUNTED
I
FIXTURE IF
REQUIRED.
PIIA E
LDETAILN�A
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I I
POLEBFIAFT
MILE
.
SHAFT
P2 TENON
CAP DETAIL (STANDARD)
2-PIECE COVER
MIN SHED TO
0 MATCH POLE
Il-
11 II 0
LZ'` I I i,`
11, I
MOUNTING
HEIGHT
FULL BASE COVER STANDARD
Ol NUT 2.60'%500'
HOLDER FOR
xANDHOLE RIM
GROUNDING WRIT CCVER
�THICIO4ESS
CIRCLE
REINFORCEDI DH
GROUNDING
1'-0'
4-ANCHORBDLT9
ASL���BG,"
WITH THREADED END
GALVANIZED
EACH BOLT FURNISHED
WITH UTMIN.
BAND
2 FLAT WASHERS.
WASHERS.
T HOLES
POLE BASE AND HANDHOLE DETAIL
D8330 POLE DETAIL
VALMONT INDUSTRIES, INC. 2880D IDA STREET, PO BOX 359- VALLEY. NE 68064 USA s000na ass
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ECF-SEcoForm
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vatbotner con4de(/wtoreatic Dimming Profile and ateme). motlan mounting applications. The phatocontrol is constructed aft high lmpectUV
peaAce Mll vim -rose controller: scheeabwlm the added hbllbMoI.rMneM missing. Rated voltage of or 200-2Tryend a
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in a compact, architectural design. This powerful and precise combination .an,
offers outatandln energy eavin swlth excellent hotometric performance. B 9Y B P P Tw
LPW32 is ideal for building perimeters and cerritlor6 in addition to well lighting Nwww an
applications requiring strong lateral spacing and forwent pattern projection.
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r NOT available Mm other control option., r/ e,
al
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PLANT SCHEDULE
LARGE SHADE TREE
QTY
BOTANICAL NAME
COMMON NAME
CONT
CAL / HT
AR
4
Acer rubrum `Red Sunset`
Red Sunset Maple
B & B
2.5"Cal
Strong central leader
GS
6
Gleditsia triacanthos inermis 'Shademaster' TM
Shademaster Locust
B & B
3.5"Cal
12' HT MIN, Strong central leader
UA
6
Ulmus americans `Princeton`
American Elm
B & B
2.5"Cal
Strong central leader
KEY PLAN LEGEND
PARKING LOT
LANDSCAPING AREA
PAVED PARKING AREA
EVERGREEN SHRUBS QTY BOTANICAL NAME COMMON NAME CONT HEIGHT
MICE 6 Myrica cerifera Wax Myrtle Cont. 24" HT MIN
Uniform; Dense; Full to the ground
Po 15 Prunus laurocerasus Otto Luyken' Otto Luyken Cherry Laurel Cont. '�oP
�y
ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME CONT HEIGHT
Ps 25 Panicum virgatum 'Shenandoah' Switch Grass 1 gal
GENERAL LANDSCAPING NOTES
1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT.
2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER
OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED
LANDSCAPE PLAN.
3. 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.
4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE
NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE.
I
SEMINOLE TRAIL
U. S. ROUTE 29
(VARIABLE WIDTH R/W)
GRAPHIC SCALE IN FEET
0 10 20 40
ACSA W ERLINE 1 ROCK MULCH (TYP.) 0 1
FIRE HY RANT I ROCK MULCH (TYP.) 6
EASEMENT a _...:....; AIR SS ,t w / 1
I. 1739 PG. 532 D 0PO
`�. MICE/ / A -...
S \ (TyP) j Cy
ET \ /. ..- .. ... _ D._. 0 ..._. D..._..D.. ..
C ��
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/ TOP=517.05 (�j �:.' >� ( vj. �.\ ..I
FL=510.40 � - - -EXISTING SHRUB TO
� yy��. t
L - T _ -.��� .. -rREMAIN (TYP )
`�. N SS SSS MULCHBED6INE(TYP.)
13.10
EXISTING TREE TO \\ ® � . ...... .... SS e �.. I
REMAIN (TYP.)
..T.. ..
...... ..... �- .. TOP=514.47 .I
s3358 38' - C7�
OP=512.85 FL=509.60 h\_ \..�
INy IN(15)=507.50 BM #2 EXISTING SHRUB TO MULCH BED LINE(TYP.)
IN IN(18)-508.70// / NORTHEAST REMAIN (TYP.) WI TOP=t17.79
K
JYV OUT=507.40 CORNER OF DI 51UM ummiim EASEMENT FORTUNE PARK ROAD a 15"RCP FL=5I4 45
ELEV=512.83 D.B. 1643 PG. 641 (PLAT)
/�fn - D.B. 14�77 - � D.B. 1643 PG. 643 _ TOP=516.46 J
Q FL=511.95
Y420' ACSA SANITAR
SEWER EASEMENT
D.B. 1482 PG. 105
� TOP=512.32 _ - - _ D.B. 1739 PG. 532 VARIABLE TH
FL=506.30 _ - - _ STORM DRAIN EAS T \
B. 1643 PG. 641 (ALA \
PARKING LOT LANDSCAPING KEY PLAN
SCALE: 1" no 50'-0"
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FIRST CRIMNS BAN( a TRUST CWPANY
ADDRESS 18'5 marine PARK ROAD
PAACEL o: WfiBA-oo-UJ-00101
I I� ZONED: HI INAY OJN01CA& w
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LANDSCAPE REQUIREMENTS AND CALCULATIONS PER ALBEMARLE
COUNTY CODE AND ARCHITECTURAL REVIEW BOARD DESIGN
GUIDELINES:
REQUIRED LANDSCAPING:
SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED
SITE AREA: 47,057 SF X 10% = 4,708 SF
CANOPY REQUIRED: 4,708 SF
EXISTING CANOPY: 4,840 SF
CANOPY PROVIDED: 4,968 SF
TOTAL CANOPY PROVIDED: 9,808 SF
PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA.
15,240 SF X .05 = 762 SF
REQUIRED: 762 SF OF LANDSCAPED AREA
PROVIDED: 811 SF OF LANDSCAPED AREA
LARGE SHADE TREES (2.5" CAL.)
19 PARKING SPACES (19 / 10 = 1.9)
REQUIRED: 2 LARGE SHADE TREES
PROVIDED: 3 LARGE SHADE TREES
LARGE STREET TREE (2.5" CAL.) - 50' O.0 & SHRUBS 5' O.C.
WORTH CROSSING
150 LF OF FRONTAGE/50 = 3 TREES
150 LF OF FRONTAGE/5 = 30 SHRUBS
REQUIRED: 3 LARGE SHADE TREES & 30 SHRUBS
EXISTING: 2 LARGE SHADE TREES & 41 SHRUBS
PROVIDED: 2 LARGE SHADE TREE
FORTUNE PARK ROAD
210 LF OF FRONTAGE/50 = 4.2 TREES
210 LF OF FRONTAGE/5 = 42 SHRUBS
REQUIRED: 5 LARGE SHADE TREES & 42 SHRUBS
EXISTING: 2 LARGE SHADE TREES & 73 SHRUBS
PROVIDED: 4 LARGE SHADE TREES
DUMPSTER ENCLOSURE TO BE SCREENED WITH 6 EVERGREEN SHRUBS.
ENTRANCE CORRIDOR OVERLAY:
LARGE SHADE STREET TREE (3.5" CAL.) - 35' O.C. W/ INTERSPERSED
ORNAMENTALS
(6' HT.) & SHRUBS 5' O.C.
SEMINOLE TRAIL
205 LF OF FRONTAGE/35 = 5.86 TREES
205 LF OF FRONTAGE/5 = 41 SHRUBS
REQUIRED: 6 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS &
41 SHRUBS
EXISTING: 1 LARGE SHADE TREE W/ 4 ORNAMENTALS & 65 SHRUBS
PROVIDED: 6 LARGE SHADE TREES
County of Albemarle
Conservation Plan Checklist - To be placed on Landscape Plans
(Handbook, pp 111-284-111-297 for complete specifications)
I. The following items shall be shown on the plan:
ZI Trees to be saved;
® Limits of clearing (outside dripline of trees to be saved);
ZI Location and type of protective fencing
❑ Grade changes requiring tree wells or walls;
❑ Proposed trenching or mounting beyond the limits ofclearing.
2. Markings:
® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
® No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. Pre -Construction Conference:
A Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storage:
® Heavy equipment, vehicular traffic and storage ofconstmction materials including soil shall not be permitted within the driplines oftrees
or be saved
5. Soil Erosion and Stormwater Detention Devices:
ZI Such devices shall not adversely affect trees an be saved.
6. Fires:
® Fires are not permitted within 100 feet of the dripline of trees an be saved.
7. Toxic Materials:
® Toxic materials shall not be scored within 100 feet of the dripline oftrees to be saved.
S. Protective Fencing:
® Trees to be retained within 40 feet ofa proposed building or grading activity shall be protected by fencing.
® Fencing shall be in place end shall be inspected and approved by a County Inspector prior to grading or construction.
9. Tree Wells:
❑ When the ground level must be raised within the dripline ofa tree to be saved, a trot well shall be provided and a construction detail
submitted for approval.
10. Tree Wags:
❑ When the ground level must be lowered within the dripline a nce m be saved, a troe wall shall be provided; and a construction detail
submitted for approval.
11. Trenching and Tunneling:
❑ When trenching is required within the limits ofelearing, it shall be done as far away from the franks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12, Cleanup:
® Protective fencing shall be the hair items removed during the final cleanup.
13. Damaged Trees:
XI Damaged trees shall be treated immediately by pruning ferklizatin or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONS®.CTY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
BEQOBENEMES 07117121
CONTRACT PURCHASER
DALE
5/l/06 Page 1 of 1
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GENERAL NOTES
A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY
REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND
IRRIGATION PERMITS.
C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY
OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING
CONDITIONS WAS PROVIDED BY OTHERS.
D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING
UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION,
GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF
VIRGINIA @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE
PROJECT SITE.
E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S
CHOSEN REPRESENTATIVE.
F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC.
SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.
G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS
INDICATED IN THE LANDSCAPE SPECIFICATIONS.
H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED
LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S
ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA
CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS.
I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST
ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN
NURSERY AND LANDSCAPE ASSOCIATION.
J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY
DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR
DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC.,
ARE NOT ACCEPTABLE AND WILL BE REJECTED.
K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE
PLANT LIST AS MULTI -STEM.
L. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE
SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS.
M. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT.
ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE.
N. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR
HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH
FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING
NOTES THIS SHEET.
0. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY.
CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT
PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE
OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE
PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY.
P. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES,
UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER.
Q. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE
ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE
GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE.
R. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. THE GENERAL CONTRACTOR IS
RESPONSIBLE FOR PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM AS PART OF
THE BASE BID FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN
AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO
BEGINNING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING
IRRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF
PAVING MATERIALS.
S. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED
PER THE PLANTING DETAILS . PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO
THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL.
PERFORMANCE SPECIFICATION
I. PLANTS
A. General
1. Live healthy plants free of dead branches and parts
2. Free of disease, insect, injury and damage
3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired
damage.
4. Free of girdling roots or rootbound/circling container conditions
5. Plants of consistent in growth habit and healthy character
6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and
scars
7. Point of origin growing location within 100 miles of project site
8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery
Stock most current edition
9. Species identified consistent with Hortus Third: Concise Dictionary of Plants Cultivated in the United
States and Canada, most current edition and Manual of Woody Piants: Their identification, Ornamental
Characteristics, Culture, Propagation and Uses, most current edition
10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans
B. Trees:
1. Deciduous Single Trunk
a. Full, straight and upright with consistent symmetrical natural branching pattern throughout
b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local
jurisdiction
2. Deciduous Multi -Trunk
a. Full and upright with straight consistent symmetrical natural branching pattern throughout
b. Canes evenly spaced and of similar growth habit
c. Free of suckers and extraneous branching
3. Evergreen Single -Trunk
a. Full and upright with continuous symmetrical dense natural habit
b. Clear branching height twelve (12) inches above top of rootball
c. Free of suckers and extraneous branching
d. Do not shear or otherwise prune to shape plantings
C. Evergreen and Deciduous Shrubs
1. Full, dense and naturally symmetrical.
2. Consistent with container and/or balled and burlapped size
3. Free of suckers and extraneous branching
4. Do not shear or otherwise prune or shape plantings
D. Evergreen and Deciduous Groundcover
1. Full and dense in pots or flats
E. Perennials and Seasonal Color
1. Full and dense in pots or flats
F. Turf Grass
1. Subgrade
a. Soil Mix-10% Compost, 90% topsoil by volume
b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials
including litter, stones, sticks and all items greater than % inch in any dimension
c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown
on drawings. Allow for thickness of sod when applicable
2. Grass Sod
a. Install not longer than twenty-four (24) hours from harvest
b. Grass bed not less than two (2) inches in continuous thickness
c. 100% continuous live sod coverage after first growing season and at end of warranty period.
d. Of uniform non -varying density and continuous texture quality capable of growth and development
immediately upon installation. Weed and noxious plant free
e. Stagger installation rows and place aligned parallel to contours
f. Fill joints solidly with planting bed preparation soil
g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1
3. Grass Seed
a. Mix approved by the Landscape Architect
b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter
c. Provide seed mix not greater than 15% annual or perennial rye
d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty
e. Replacement or overseeding mixes consistent with original application/installation
f. Provide erosion blankets or other slope retention methods as noted on drawings
It. Materials and Appurtenances
A. Testing
1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified
not greater than 120 calendar previous days from current date of submittal for review
B. Top Soil
1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously
free of non -soil items such as stones, debris, sticks, trash, and deleterious matter greater than % inch in
any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not
exceed 25%
C. Use of Existing Topsoil
1. Existing topsoil on -site may be repurposed with prior Owner approval. Contractor shall provide soil testing
and additive program that demonstrates consistent performance and characteristics and composition as
identified herein. Owner shall approve soil testing and soil amendment/additive methods and procedures
D. Shredded Hardwood Mulch
1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed.
Neutral Ph balance 5.5-7.5
E. Composted Pine Bark Fines
1. 100% organic ground pine bark with no particle dimension greater than %-inch and no greater than 10%
wood content
F. Compost Ph
1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of
visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight.
Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids
G. Compost Testing
1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage in
final compost product; statement that the products meets federal, state and local health safety
requirements
2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described
physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants
(including a statement that fecal coliform and salmonella testing and results comply with requirements of
the US Composting Council Seal of Testing approval programs
H. Planting Mix
1. 85% topsoil and 15% Compost
I. Fertilizer
1. Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form.
Product and Material Safety Data as approved by Owner
J. Herbicide
1. Product and Material Safety Data as approved by Owner
K. Water
1. Potable only unless otherwise approved by Owner
L. Hardwood Stakes
1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides
M. Tree Ties
1. Villa Non -Abrasive Rubber Tree Ties or approved equal
N. Filter Fabric
1. Mirafi 140-N or approved equal
III. Execution
A. Site Conditions
1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable
are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions.
2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner
of acceptance prior to commencement of work.
3. Notify Owner in writing of any conditions that may preclude successful completion of work including items
such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition,
access to storage/work areas, damage to conditions, etc.
4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks,
materials delivery and/or installation and warranty responsibilities.
5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of
other trades which show development of the entire project and become familiar with the scope of required
work by others.
B. Planting Seasons
Recommended seasons are a general guide based on historical climatic data and typical performance of
plantings, and which vary dependent on project -specific environmental conditions. Due to construction
schedules, recommended planting seasons may/may not coincide with request(s) for certificate of
occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner
on an individual project basis.
1. Deciduous and Evergreen Shrubs
a. Install/plant between March 15 and June 15 and/or September 15 and November 30
3. Perennials
a. Install/plant between March 15 and June 15 and/or September 15 and November 30
4. Spring Flowering Bulbs
a. Install/plant between September 15 and December 15
5. Seasonal Annuals
a. Install/plant in season per approved schedule
6. Turf Grass
a. Install/plant between March 15 and May 15 and/or September 15 and November 30
b. Do not install/plant seed or sod turf grass areas when ambient air temperature is below forty (40)
degrees Fahrenheit, or forecast for a twelve (12) hour period after completion of work
7. No Plant Installation
a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner
C. Positioning & Location of Plantings
1. Position plants to show the most -prominent and well -formed face to most -public view
2. Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning
installation
3. Verify location of individual plants and plant beds prior to beginning installation. Do not proceed without
Owner approval
D. Implementation
1. Pursue work continuously without delay or interruption until completion unless notified otherwise by Owner
2. Provide project submittals ahead of commencement of work. Landscape Architect requires a minimum of
ten (10) working days from date of receipt for review of submittals and response to Owner and Contractor.
Plan accordingly for procurement of materials
3. Continuously update implementation schedule and notify Owner of progress. Delays related to material
availability are not cause for non -completion of scheduled delivery of work
4. Report delays due to weather or site conditions immediately upon finding. Provide recommendation for
remedy of schedule delays. Do not work, place or modify frozen soil
5. Report delays due to extraordinary natural or other conditions beyond control of Contractor
E. Clean Up
1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly
clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site
furnishings, etc.
2. Repair any damage to existing conditions that occurred during execution of work.
3. All clean-up and demobilization procedures shall be performed to satisfaction of the Owner and Landscape
Architect.
PREVAILING WIND
DECIDUOUS TREE PLANTING
NOT TO SCALE
SHRUB PLANTING
NOT TO SCALE
4L LEADER
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UNDISTURBED SOIL PEDESTAL
NOTE: SHRUBS INSTALLED IN
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SHEET NUMBER
CP-501