HomeMy WebLinkAboutWPO201900026 Plan - VSMP WPO VSMP 2019-08-16CIVIL SHEET INDEX
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APPROVED
by the Albemarle County
Community Do%, �10 irTamt 9,1ppariment j
File
PROJECT CONTACT LIST
REBKEE
COMPA-W
THE REBKEE COMPANY
2800 PATTERSON AVENUE, SUITE 200
RICHMOND, VA 23221
TEL: (804) 419-0747
CONTACT: PAUL SPROUSE
EMAIL: PSPROUSE@REBKEE.COM
CIVIL CRGINEER
KIMLEY—HORN AND ASSOCIATES, INC.
1700 WILLOW LAWN DRIVE, SUITE 200
RICHMOND, VA 23230
TEL: (804) 672-4709
CONTACT: RYAN PERKINS, P.E.
EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM
SURVEYOR
17-NNING STEPHENSON, P.C.
JENNINGSTEPHENSON, P.C.
10160 STAPLES MILL ROAD, STE 103
GLEN ALLEN, VA 23060
TEL: 804-545-6235
CONTACT: TROY STEPHENSON
EMAIL: TSTEPHENSON@JSPC—VA.COM
ARCHITECT
& PETERSON
S21 PENLLYN—BLUE BELL PIKE
BLUE BELL, PA 19422
TEL: (215) 641-48,30
CONTACT: SUE LEVERENCE
FMAIL: SUEL1@C—P.COM
VTA'I'TTA, 111 C.
260 W. BALTIMORE PIKE
WAWA, PA 19063
TEL: (267) 273-3575
CONTACT: JEB BELL
EMAIL: JEB.BELL@WAWA.COM
PANTOP-
Rs
IS STREET
CHARLOTTESVILLE, VA 22903
MIKE McGOWAN
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VICINITY MAP
I
VICINITY
SCALE: I" -
WAWA INFORMATION
ALBE'm"'ARLE COUNTY, VIRGINIA
RIVANNA MAGISTERIAL DISTRICT
WA WA SITE
RICHMOND ROAD
MAI A.
500'
BUILDING AREA:
6,049 SF
BUILDING TYPE:
W50 FB I VA
CANOPY CONFIGURATION
TRIPLE STACKED
CANOPY TYPE:
A —FRAME
# OF MPD'S:
9
TYPE OF MPD'S:
(9) 3+1
MISS UTILITY OF VIRGINIA
CALL BEFORE YOU DIG
811
APPROVED
by the Albem,@* Counly
Com"IL"ity Deve�, ;Ment Q
Date,
,l VVP� 4
PROJECT DATA (WAWA PARCEL
--- -------
(REFERENCE SDP 20'1800089 AND WPO 201800088)
TAX MAP ID:
78
PARCEL GPIN NUMBERS:
78-5A (IN PART)
TMP:
07800-00-00-005AO
ZONING CASE:
ZMA201300002
EXISTING USE:
VACANT
PROPOSED USE:
GAS STATION/CONVENIENCE STORE
EXISTING ZONING:
HIGHWAY COMMERCIAL
OVERLAY:
ENTRANCE CORRIDOR; STEEP SLOPES — MANAGED
EXISTING SITE AREA:
1.78 AC. (AFTER R/W DEDICATION ALONG 250)
BOUNDARY DIMENSIONS
418 FT x 21'1 FT
LIMITS OF DISTURBANCE
1.63 ACRES
BUILDING AREA:
6,049 Sr (BUILDING); 7,777 SF (CANOPY)
ALTA SURVEY PROVIDED BY JENNINGSTEPHENSON PC
SOURCE OF BOUNDARY AND
ON MAY 30, 2018. TOPOGRAPHY SHOWN IS BASED ON
TOPO
PROPOSED CONDITIONS FROM PANTOPS CORNER
DEVELOPMENT
DATUM:
HORIZONTAL — NAD 83
VERTICAL — NAVID 88
BENCHMARK
DATUM FOR TOPOGRAPHY IS NAVD88
BUILDING HEIGHT MAXIMUM:
65 FT
BUILDING HEIGHT PROPOSED:
33 FT ±
FUEL CANOPY CLEARANCE:
14'-6"
FUEL CANOPY HEIGHT
22'-11"
DISTANCE TO INTERSECTION:
570' TO STONY POINT ROAD
1 PARKING SPACE / 100 SF OF RETAIL SALES AREA
PARKING SPACES REQUIRED:
FOR THE FIRST 5000 SF OF RETAIL SALES. RETAIL
SALES = 80% OF THE GFA
48 PARKING SPACES REQUIRED
PARKING SPACES PROVIDED:
48 SPACES (2 ADA)
ZONE 'X' OF THE FEMA DEFINED FLOOD HAZARD AREA
AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER
FLOOD PLAIN:
51003CO287D AND DATED FEBRUARY 4, 2005
(SITE NOT WITHIN A 100—YEAR FLOOD PLAIN)
BUILDING SETBACK:
10 FT MIN, NO MAX (ALONG R/W)
STEEP SLOPES:
MANAGED BY RETAINING WALLS PROPOSED WITH
PANTOPS CORNER SITE PLAN
SITE LIES WITHIN THE UPPER RIVANNA RIVER
WATERSHEDS:
WATERSHED. THE SITE IS NOT WITHIN A WATERSHED
OF A PUBLIC WATER SUPPLY
EXISTING BUILDINGS: 0.00 ACRES
EXISTING PAVEMENT: 0.28 ACRES
EXISTING SIDEWALK: 0.06 ACRES
LAND USE SCHEDULE:
EXISTING OPEN SPACE: 1.75 ACRES
PROPOSED BUILDINGS: 0.34 ACRES
PROPOSED PAVEMENT: 0.98 ACRES
PROPOSED SIDEWALK: 0.07 ACRES
PROPOSED OPEN SPACE 0.70 ACRES
PARCELS IMPERVIOUS AREA:
1.41 ACRES (79.2%)
PAVED PARKING AREAS:
0.83 ACRES (46.6%)
SHEET NUMBER
SH.EETTITLE
COVER SHEET
GENERAL NOTES
ND I N
PANTO PS CORNER SDP2018-00089 AND
WP02018-00088 PHASE I IMPROVEMENTS'�,
INTERIM EROSION AND SEDIMENT
CO11TROL PLAIJ
OSION AND SEDIMENT CONTROL NOTES"
AND DETAILS
EROSION AND SEDIMENT CONTROL NOTESi
AND DETAILS
SITE AND UTILITY LAYOUT
DETAILS
GRADING PLAN
TORMWATER MANAGEMENT
OVERALL DRAINAGE AREA MAP
1`A_TER]yR* Fll__ES�I
CALCULATIONS
LANDSCAPE PLAN
PLANTING NOTES AND DETAILS
PROJECT DATA_llllllll�PANT0PS CCIRNER,�
(DATA PROVIDED FOR REFERENCE ONLY PER SDP 201800089
AND WPO 201800088)
TAX MAP ID:
78
PARCEL GPIN NUMBERS:
78-58G1, 78-513
TMP:
07800-00-00-0058130, 07800-00-00-058G1
ZONING CASE:
ZMA201300002
WP0201800088 (PANTOPS CORNER VSMP PLAN);
PLAN REFERENCES:
WP0201400028 MASS GRADING AND E&S CONTROL
PLAN FOR PANTOPS CORNER, APPROVED 6/11/14
EXISTING USE:
VACANT LOT
PROPOSED USE:
NEW 122 ROOM HOTEL AND PROFFERED ACCESS ROAD
EXISTING ZONING:
HIGHWAY COMMERCIAL
ENTRANCE CORRIDOR; STEEP SLOPES — PRESERVED;
OVERLAY:
FLOODPLAIN HAZARD (PARCEL 78-58G1)
STATE AND FEDERAL DAM BREAK INUNDATION ZONES
OVERLAY PARCELS
EXISTING SITE AREA:
6.10 AC
BUILDING AREA:
15,393 SF (BUILDINGS)
SOURCE OF BOUNDARY AND
FIELD SURVEY PROVIDED BY ROGER W. RAY &
TOPO
ASSOCIATES, INC. ON MARCH 23, 2018. UPDATED XY
DATA ON OCTOBER 16, 2018
DATUM:
NAVID 88
BENCHMARK
DATUM FOR TOPOGRAPHY IS NAVD88
BUILDING HEIGHT MAXIMUM:
65 FT
BUILDING HEIGHT PROPOSED:
65 FT
PARKING SPACES REQUIRED:
HOTEL: 1 SPACE PER ROOM. 122 ROOMS ® 122
SPACES
HOTEL: 122 SPACES
PARKING SPACES PROVIDED:
LOADING SPACE: AREA/PULL—UP UNDER CANOPY
WILL SERVE AS LOADING SPACE
ACCORDING TO FEMA FLOOD INSURANCE RATE MAP,
FLOOD PLAIN:
EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY
PANEL 51003CO287D), PORTIONS OF THIS PROPERTY
LIE WITHIN A ZONE AE 100—YEAR FLOOD PLAIN
FRONT: 10 FT MIN, NO MAX (ALONG R/W)
HOTEL COMPLIES WITH STEPBACK FRONT
BUILDING SETBACK-
REQUIREMENT. FOR EACH STORY THAT BEGINS ABOVE
40FT IN HEIGHT OR FOR EACH STORY ABOVE THE
THIRD STORY, WHICHEVER IS LESS, THE MINIMUM
STEPBACK SHALL BE 15FT,
STEEP SLOPES:
MANAGED AND PRESERVED SLOPES ARE SHOWN ON
EXISTING CONDITIONS SHEET
SITE LIES WITHIN THE UPPER RIVANNA RIVER
WATERSHEDS:
WATERSHED. THE SITE IS NOT WITHIN A WATERSHED
OF A PUBLIC WATER SUPPLY
EXISTING BUILDINGS: 0.109 ACRES
EXISTING PAVEMENT: 0.195 ACRES
EXISTING OPEN SPACE: 5.795 ACRES
LAND USE SCHEDULE:
PROPOSED BUILDINGS: 0.353 ACRES
PROPOSED PAVEMENT: 1.866 ACRES
PROPOSED SIDEWALK: 0.336 ACRES
PROPOSED OPEN SPACE: 3.545 ACRES
PARCELS IMPERVIOUS AREA:
2.55 ACRES (41.9%)
PAVED PARKING AREAS (PLUS
1.88 ACRES (30.8%)
ADJACENT TRAVEL WAYS):
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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. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE
SPECIFICATIONS
C. VDOT ROAD AND BRIDGE STANDARDS
D. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
E. VIRGINIA WORK AREA PROTECTION MANUAL.
F. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH)
G. 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.
8. 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 LOCAIL 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 8c 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.
F
17. IF CONTRACTOR AN SPECIFICATIONS, INCLUDING THE THE N RACTOR DEVIATES FROM THE PLANS D IFI ,
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. SIGIN
HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO
PUBLIC SAFETY.
DEMOLITION 1 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 REQUIRED 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 MOVIDdENIT,
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 -- 01
- 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 MU�l;"I_ EE
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 COMPU TE,,
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 AR'1:sA`.S 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 VvIIISTE)
SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPUCA,BL.E
CODES.
DRAINAGE / STORMWATER NOTES
1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED I+,AATERIALS
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 `:NORM
DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. IIy!-1E
CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER
- 1" SIZE, "FZ 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 FOND; THEE 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 AL.L 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 INIFORN/lATION.
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.14.P. PERMIT
FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) L011,DING 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 PENDING. 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)
6 73-3882.
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 CL) ITROL_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.
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BOUNDARY AND TOPOGRAPHIC SURVEY
INFORMATION PROVIDED BY: FIELD
SURVEY PROVIDED BY ROGER W. RAY &
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UPDATED XY DATA ON OCTOBER 16,
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PROBABLE CONSTRUCTION SEQUENCE
1. REFERENCE VSMP PLANS FOR PANTOPS CORNER WPO 201800088
FOR THE FOLLOWING:
--EROSION CONTROL AND SWM NARRATIVE
—EROSION CONTROL PLAN — PERIMETER CONTROLS
—EROSION CONTROL PLAN — MAIN CONSTRUCTION
—EROSION CONTROL DETAILS
--E&S AND BMP DETAILS
2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS
SHEET ARE TO FOLLOW IN SEQUENCE FROM THE VSMP PLANS FOR
PANTOPS CORNER WPO 201800088.
3. ONCE WAWA SITE IS BROUGHT TO GRADE AND E&S MEASURES ARE
INSTALLED, OVERALL CONTRACTOR TO TURN SITE OVER TO WAWA
CONTRACTOR.
4. SCHEDULE A PRE --CONSTRUCTION MEETING TO BE HELD AT THE
ALBEMARLE COUNTY OFFICE BUILDING. THE OWNER MUST GIVE THE
COUNTY INSPECTOR AT LEAST 48 HOURS NOTIFICATION TO
SCHEDULE THE PRE —CONSTRUCTION MEETING FOR THE ISSUANCE OF
A LAND DISTURBANCE PERMIT. THE CERTIFIED LAND DISTURBER
MUST ATTEND THE MEETING.
5. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND THE COUNTY
ENVIRONMENTAL INSPECTOR MUST ATTEND THE PRE —CONSTRUCTION
MEETING.
i. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION
SEDIMENT CONTROL MEASURES PREVIOUSLY INSTALLED AND MAKE
ANY NECESSARY � REPAIRS/ADDITIONS
IMP
i. INSTALL INLET PROTECTION FOR ALL STORM STRUCTURES IF THEY
ARE NOT ALREADY IN PLACE.
8. INSTALL THE PRIVATE SANITARY SEWER PIPE AND DOMESTIC WATER.
COORDINATE TIE—IN POINTS WITH FINAL SITE DEVELOPMENT PLAN
FOR PANTOPS CORNER SDP 201800089 AND SEE SHEET CS--101 IN
THIS PLAN SET.
PARKINGINSTALL STONE BASE TO ALL REA
TEMPORARY
if STABILIZATION,
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GRADEDNEWLY AREAS.
10. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER,
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CONTROL MEASURES.
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STRIPING. CONFIRM ALL ACCESSIBLE ROUTES AND PARKING AREAS
CONFORM TO ADA STANDARDS.
14. STABILIZE ALL REMAINING NON —PAVED ARES WITH PERMANENT
SEEDING. INSTALL FINAL LANDSCAPING AND PLANTINGS.
15. NO EROSION CONTROL MEASURES MAY BE REMOVED WITHOUT
APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE SITE.
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SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC
Sherwood and Wyant
Albemarle County Design Standards Manual — Engineening
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PLATE, 3,05-2
Page 8 of 23
EXISTING PAVEMENT
70' MIN
A
FILTER CLOTH -/ 6" MIN. T A
SIDE ELEVATION
EXISTING GROUND
MOUNTABLE BERM
(OPTIONAL)
70' MIN.
I B =V/ASHRACK 10' MIN.
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WIDTH OF INGRESS AND
EGRESS OPERATION PLAN VIEW
12' MIN.
3" MIR.
3" MIN -
REINFORCED CONCRETE--/ DRAIN SPACE
SECTION B-B
SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.02-1
STONE CONSTRUCTION ENTRANCE
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PIANT, MATERIALS
'QLTICKREFERENCE FOR AJL REGIONS"
Rate
jPantin mates suedes s)d
Sept. i - Feb. 15 50/50 Mix of
Annual Ryagrass
&
50-100
Cereal (Winter) Rye
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Feb. 16. -.Apr. 30 Annual Ryegrass
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May I - Aug 31 German Millet
50
(Setaria italic
CURB INLET
WIRE SCREEN C MON C ETBLOCK
GRAVEL FILTER
RUNOFF WATER
WITH SEDIMENT -\OVERFL6W-----", FILTERED WATER
SEDIMENT
WIRE SCREEN
CURB INLET
2"X4" WOOD STUD
SPECIAL APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT
OF THE STRUCTURE.
*GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE AGGREGATE
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FUTURE CROSS ACCESS ENTRY/EXIT DIRECTIONAL CT-2
SIGNAGE (TYP, OF 2) INV: 392.07
VENT STACK AND LOCATION OF REMOTE E-STOP
(6'X6' CONIC. PAD WITH 2 BOLLARDS)
TERRACED RETAINING WALL
(MAX. HEIGHT OF EACH WALL 6 FT)
TO BE DESIGNED AND CONSTRUCTED AS PART
OF PANTOPS CORNER DEVELOPMENT PLANS
_ 3 LF OF (SEE NOTE 13)
UNDER SEPARATE PERMIT
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INSTALLED WITH PANTOPS
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SIDEWALK ALONG PANTOPS
2 LF OF 1" TYPE 'K' COPPER WATER
CORNER DEVELOPMENT
ENTRANCE
CORNER WAY IS TO BE
CONSTRUCTED BY OTHERS LINE PRIOR TO IRRIGATION METER
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PUBLIC ACCESS EASEMENT
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3. LOADING ZONE STRIPING SHALL BE PAINTED 4" SINGLE YELLOW SOLID LINE
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AT 2'-0" O.C. 45' TO THE DRIVE AISLE.
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4. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR
PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT SHALL BE
USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" PAINT STROKE),
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5. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED CORNERS.
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6. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM THE
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SITE LEGEND
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STREET FOR EMERGENCY RESPONDERS.
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7. AN APPROVED KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT
I
OR MAIN ENTRANCE. A KNOX BOX CAN BE ORDERED BY GOING ON-LINE
WAWA ASPHALT PAVEMENT . ' .. ' ' . -' . . I .. ' .... -' .. ' '
U
TO WWW.KNOXBOX.COM. THE KNOX BOX ALLOWS ENTRY TO THE BUILDING
SEE SECTION ON THIS SHEET............................................U...........
WITHOUT DAMAGING THE LOCK OR DOOR SYSTEM.
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8. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON
CONCRETE SIDEWALK
PAVEMENT STRIPING UNLESS NOTED OTHERWISE.
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9. REFER TO SDP2018-00078 FOR ADDITIONAL SITE DETAILS.
STANDARD DUTY CONCRETE
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10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS,
SEE SECTION THIS SHEET �4. 'd , 4
DIRECTIONAL SIGNS AND STRIPING SHOWN ON THE PLANS
11. REFER TO SHEET CS-501 FOR DETAILS. HEAVY DUTY CONCRETE
SEE SECTION THIS SHEET 14$ `
5 12. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR
SHALL BE ELIMINATED,
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VDOT STANDARD CG-6
13. ALL RETAINING WALLS SHALL BE EAGLE BAY DIAMOND PRO SEGMENTAL CURB & GUTTER
< 'U BLOCK WALLS OR EQUIVALENT. PROPOSED COLOR IS "JAMES RIVER
STONE". BUILDING PERMIT NEEDED FOR RETAINING WALLS.
m SPILLING CURB AND GUTTER
14. WALLS AND SHADED LANDSCAPING ARE TO BE CONSTRUCTED/INSTALLED
UTILITY NOTES
1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING
UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY
KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION
BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST.
2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND
INCLUDING ELECTRIC, TELEPHONE, AND CATV.
3. WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER
PIPE ON BOTH SIDES OF THE METER.
4. RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL
BE PROVIDED WITHIN BUILDING MECHANICAL ROOM,
5. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN
ALL --WEATHER BOX OR DECORATIVE COVER.
6. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED.
7. ALL EXISTING UTILITIES AND PROPOSED CONNECTIONS REFERENCE
THE PANTOPS CORNER SDP 201800089.
2.0" SM-9.5A
BITUMINOUS TACK COAT
4.0" BM-25.0
RIGHT TURN LANE
(PROPOSED WITH
OVERALL PLAN)
MONUMENT SIGN
E..
`6" VDOT TYPE 1, 21A DENSE GRADED
UNTREATED AGGREGATE BASE
SUBGRADE - STABLE AND COMPACTED To A
DRY DENSITY OF AT LEAST 95% OF THE SOIL'S
STANDARD PROCTOR MAX. DRY DENSITY (A'�)TM
D-698) TO A DEPTH 12" BELOW SUBGRADE
ELEVATION.
WAWA ASPHALT PAVEMENT SEA:"TION
DRIVE AISLES/ASPHALT PARKING SP,i\,C'ES
®8" AIR ENTRAINED PORTLAND CEMENT
CONCRETE W/ A MIN. FLEXURAL
STRENGTH OF 650 PSI AND MIN. 28 DAY
COMPRESSIVE STRENGTH OF 4,000 PSI
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6 VDOT TYPE I, 21A DENSE GRADED
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DRY DENSITY OF AT LEAST 95% OF THE SOIL'S
STANDARD PROCTOR MAX. DRY DENSITY (ASTM
D---698) TO A DEPTH 12" BELOW SUBGRADE
ELEVATION.
HEAVY DUTY
CONCRETE SECTION
UNDERGROUND TANK PAD
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EXTERIOR
NOTES
PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION.
CONTRACTOR MUST INSURE MANHOLE ASKEI!4v UNIFORMLY
SEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTIONS MUST
BE TAKEN TO PREVENT DIFFERENTIAL; SETTLEMENT BETEEN THE
PIPE AND MANHOLE.
THIRD PARTY - CODES AS SUPPLIED BY MANUFACTURER
KKR-N-SEAL IS,) registered trademark of NPC, Inc, (www,npc.com)
A-LOK is a registered trademark of A-LOK Products; Inc. (ww w,a-Iok.(,om)
3 ADDED 36" CSAJBNQ ROW ' GRM 811404
Ct 2007 ADS. INC:.
FZEV: DESCRIPTION BY MMrDDIYY CHKD
ADVANCED DRAINAGE SYSTEMS INC. 'ADS' HAS R ET r � �.[ ^ ^ S S PREPARED 3H15 DETAIL BASED O INFORMATION
CADS-) N i rORMATON PROVIDED TO ADS. THIS GK�
DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN
SERVICES FOR THIS PROJECT NOR HAS ADS INDEPENDENTLY VERIFIED
THE INFORMATION SUPPLIED. THE INSTALLATION
ALaAT ON DETAILS O;tJ,OG
iPA�EItTiG€37 T RrJCR'TJaZ% aeTo r u
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PROVIDED HEREIN ARE GENE RECOMMENDATIONS
GENERAL E cNDATIONS AND ARE NOT SPECIFIC F"" ECIFIC FOR THIS PROJECT. P THE DESIGN ENGINEER SHALL •� �9 x
I lII_LIARC! OHI 43026
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CONNECTION TX;PI� �. �'T_
REVIEW THESE DETAILS PRIOR SJ CONS T
1? +iIt'
p R T CONSTRUCTION, I 15 THE DESIGN ENGINEERS RESPONSIBILITY "i`O ENSURE THE DETAILS
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PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE arsvtc a pwyance sr,�ss. Eras ���
DETAILS PROVIDED HEREIN ARE ACCEPTAr3LE Fort THIS PROJECT. DRAWING NUMBER: STD-204A " t OF 1
GR-2, 2A
2016 ROAD & BRIDGE STANDARDS
277 MIN a 26 jet°[ MAX RAIL HEIGHT
6' 3" 6' - 3"
GR-2
(6'-3" POST SPACING)
MAX DYNAMIC DEFLECTION 3'
GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE
ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND
AS DIRECTED BY THE ENGINEER.
FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501,05
FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND
ASSOCIATED HARDWARE SEE SHEET NOS, 501.01 AND 501.02,
RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII
BETWEEN 5 FEET AND 150 FEET.
ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL
NOT BE SET WITH A VARIATION OF MORE THAN /a" PER FOOT
FROM VERTICAL. W-BEAM, BL OCKOUTS, AND POSTS SHALL BE
LI SET AND AGNED WITHOUT ALTERATION OR FORCE, AS PER
SECTION 505 OF THE SPECIFICATIONS.
ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A
HEIGHT OF 27/4" MIN - 204" MAX AS MEASURED PER
STANDARD GR-INS.
ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF
VEHICULAR TRAVEL FOR THE FINISHED ROADWAY.
THE OPTIONAL GP,-2A METHODS OF NESTING THE RAIL OR USE
OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR
STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
3'_1E/,2 3,.,11/2„ 3,_1�2" 3' 11%2"
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xv
GR-2A
(3'4/2" POST SPACING)
MAX DYNAMIC DEFLECTION = 2'
J
x OPTIONAL GR-2A MIETH00 OPTIONAL GR-2A METHOD
USING NESTED RAIL USING ADDITIONAL
RAIL ON BACK F c o POST
:x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST
FOR GR-2A THE POST SPACING WILL BE 6'-3
FLARE RATES
DESIGN
SPEED
INSIDE
SHY LINE
BEYOND
SHY LINE!
MPH
LINE
LS
FLARE
RATE
FLARE
RATE
70
9'
30:1
15:1 t-
60
8'
26:1
14:1
50
6.5'
21:1
11;1 K
40
5'
16:1
8:1
30
4'
13:1
7:1
SUGGESTED MAXIMUM FLARE RATE
FOR SEMI -RIGID BARRIER SYSTEMS.
XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION
ROAD AND BRIDGE STANDARDS
STANDARD BLOCKED -OJT W-BEAMGUARDRAILREFERENCE
SHEET 1 OF 2 REVISION DATE ( STRONG POST SYSTEM) 221
08/14 VIRGINIA DEPARTMENT OF TRANSPORTATIO!'! 505
501,04
2016 ROAD & BRIDGE STANDARDS -
4" STAMPED CONCRETE
IN "RED PRICK" W/ 6" 2A
MODIFIED STONE
RADIUS
CONCRETE 4" STAMPED
1" RADIUS CONCRETE
2--
a �
PAVEMENT/ 12n, \6" 2A MODIFIED
STONE
AIL iU d
N.T.S.
4
GRATE TYPE; HEEL PROOF
LONGITUDJNAL DUCTILE
IRON MEETING ADA
REQUIREMENTS (GHPOE)
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rrti'. th High Dertsity Polyothyfone .ST✓,fictural Cotriposite
inferior- 6% vvc,ter?bsarpdon,
xl>, i 1s ,!rirs:l (f hta2 fc 11 e radg rofroslan-tesl'stant rt .
Iry Lonat art , ` WPIAlall eta sions of ow pro-sld e rams
r of wr?r In # ,W feet
Varfe$y .r tr f ngs
Grate iVP210.
GRATE T Inc_ -- HEEL I"-'ROOP,LONG ITUDINAL DUCTILE.
FRON MEETING ADA REQUIREMENTS (GHPDE)
"Tllre�t 6„ Otr�rall'ulliaftll
Z886 System Highlights
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ft1 ( r r,ttatnrei �.�L�iinns �b�ll t1� made
,# High Q2n31ta Polyethylene
ICPF. 1<a.ntal€o�rll erds:and r�clt�c. _Girt. Ghanna
l sl[ari be roardcci Ml?er fW neutrall orWlth a
:7513 built -In <" 'Channels s;ail be available wlilinverts ranging .
i__. f� .0 .rha?n�le shall
11 1:,�cclips „ nsiasd rnt
r i1, Si de u
If tile Channel to accwmlc1dte wrical,rtmr for prlia I1 and anchoring rr'popY, (,holce of cl;ssA, r, D, E, Cllt°),;v- grates sFaai) i1
/
. f, ,7 i` compliance F? G r Gs' ,,,; . fi f basins
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� P 11
[, "
EaB;aV�ltlai.lo to c,oI11 i,tll,nt the „11�1rre�ta �rtcl r2#as. End outlets, I,aaf€u1'r ,,U.,b?:s :tl,r,3 ..i(,r, i.,i,, Ng1 ell rr. � .-til�ri?i�' 2 4 a ,'
� � ,.. _ �J, 1, c c 1. !!1. d. r ^' s and �`.
diameters. Trench drain Shah be Flo-T11ru model Z886.
_ e " _..- �_W__ .............. ^l20' (39,62 t) .......
L
[k
�d P ? p�1,1 :
1y �t57 t,��r�tJ811
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r
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3 rlrrt
_ 2016 ROAD & BRIDGE STANDARDS
GR 2, 2A
WASHER
u NUT � aHOIF—�� I
iHOLE—/"x98" BOLT
_6
„x6"x1'-2"6"x 8"x12" TREATED
PINE BLOCK OR TREATED PINE
HOLE RECYCLED MATERIAL. BLOCK OR
RECYCLED
GALV. STEEL IOD �4 ~ / MATERIAL
COMMON PVAIL
SEE NOTE', 5. w 6'° WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL
6„x8"x1 -9^ __ v
TREATED CONTAINING STEEL BL.t;CKOUTS.
PINE HLQCK
BLOCKOUT FOR MAINTENANCE
TREATED Q Ala REPAIR ONLY
SOUTHERN PINE---"""'=r °
T7Y4LESS THAN 1' D„
fe" HOLE J� w
6x8 WOOD POST \ -
3� ,
4"x 8"x1'-2" TREATED STRONG
PINE BLOCK, POST
THE CRT POST IS FOR USE WITH THE 8`-O" POST GUARDRAIL
SI"ANDARD GR„10 TYPE NOR WHERE 4" WIDE BLOCKOUT REQUIRED
SPECIFIED BY THE ENGINEER IN THE
PLANS. Ty
POST MAY BE HOT ROLLED OR `MELDED. D CAIL A'7
Yu" DIA --"
HOLE i g" GUARDRAIL INSTALLATION
` N HOLES r SITES REQUIRING LONGER
GUARDRAIL POSTS
N CV� 11 N
3„
II
Ji
- � NOTES:
6"x8"x1'-2" d
(I G % x1O" BOLT w— 1. ALL BOLTS, NUTS, WASHERS, AND OTHER
_ TREATED PINE
t _ {{ & NUT BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED.
m� �:` ( i f 1._ — 1 1 RECYCLED w
i—III MATERIAL w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY
=1II BE INTERCHANGED ON ANY ONE PROJECT WITH
_ IIf;. l_ 1 - II
11 W6x8.5 OR THE RESTRICTION THAT THE SAME TYPE OF
W6x9 POST AND BLOCKOUT MUST BE USED IN ANY
II SINGLE RUN OF GUARDRAIL,
o
Il OPTIONAL HOLE 3" FOR DETAILS OF GUARDRAIL ELEMENT SPLICE
II TO FACILITATE O JOINT, HARDWARE, ETC, SEE SHEET NOS.501.01
GAl_VANIZENG AND 501.02,
3t/2" DIA. _VI
HOLES / 4. DRIVE NAIL ON BATH SIDES WITHIN E �f
OF THE
—� IIfOP OR BOTTOM OF BLOCKOUT AFTER " x 18
�+ HOLES IN POSTS BOLT IS INSTALLED.
AND BRACKETS
To BE /a" DIA.
CRT POST STEEL POST
SPECIFICATI7 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, XV -)OT
REFERENCE_.._-__ STANDARD
7 1'a rt D t1 i 3 D BLOCKED —OUT
L O C K �" D_ O 1! T W— B E /\ � A GUARDRAIL.
j I A 7 D r? it 11 . ROAD AND BRIDGE STANDARDS
?_221
36 ! (STRONG POST
IL+ SYSTEM,
�1POST
AND
C�DL Of'CI�K/1OD�T.��JDJ DETAILS)
REVISION DATE SHEET 7 OF 2
505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14
501.05
2016 ROAD & BRIDGE STANDARDS
0
P{f'1
All AL!3- Concrete Pipe Division
�rlAr�alALs�
STC 4501 Precast Concrete 5tormceptor"
(4,50 U.S. Gallon Capacity)
,�- Cover and'Urale
Grade Adjusters To
Suit Finished Grade
r _ _
a :EtY
-0 J
4"0 PVC Pipe
h>lin!15° High
; VariesTo
.4 1u14" Cap Match Grade
Stormceptore'
-- —r," Insert
i - 4"0 Oil Parr
' Inlet_ r Outlet See Note ?
4"0 Outlet
17" 16' Riser PipeAL
12 &) Inilet' if°�3 Cutlet Min, *: Inlet i Butlet
Been FlIiply: Riser Pipe:
(I tarrnovtalaej
4E§°°
F If Required q. ;
e
r' Insert Tee Were
(Tee Opening to Farce aide Wall)
�i,ccfiort Thra Chamber PlanView
Notes:
1. The U e Of'Remble Connection is<Rmornmended at The Inlet and Outlet Where -Applicable.
2. The Cover Glhot ld be Positioned Over the Inlet Drop Pipe and The Oil Fort,
3. T19e °sir Esrr�cl Dior Systerti is protected by,one or more of the foliowi_ng U.S. Paftts; #4985148,
#3498e53f, 05725760, #5753115, #5849181,46068765 46371690.
4. Contac I. a Concrete Pipe Di*ioii .relnresentaii;re for ita her devils not listed on this drawing. Rinkcr 027
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MAIN ]AIN 6'" CUR13
ACROSS DUMPSTER PAD
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IA API A /° l �l
EXISTING CONDITIONS SHOWN INCLUDE
IMPROVEMENTS PROPOSED WITH
PANTOPS CORNER PLANS SDP
201800089 AND WPO 201800088
BOUNDARY AND TOPOGRAPHIC SURVEY
INFORMATION PROVIDED BY: FIELD
SURVEY PROVIDED BY ROGER W. RAY &
ASSOCIATES, INC. ON MARCH 23, 201&
UPDATED XY DATA ON OCTOBER 16,
2018. DATUM FOR TOPOGRAPHY NAVD88.
INSET A
SCALE: 1 " = 10'
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0 >
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GRADING LEGEND
TC:
TOP OF
CURB ELEVATION
BC:
BOTTOM
OF CURB ELEVATION
TW:
TOP OF
WALL ELEVATION
BW:
BOTTOM
OF WALL ELEVATION
TI:
TOP OF
ISLAND ELEVATION
DI:
BOTTOM
OF ISLAND ELEVATION
FF:
FINISHED
FLOOR ELEVATION
FS:
FINISHED
SURFACE ELEVATION
P:
PAVEMENT ELEVATION
G:
GROUND
ELEVATION
RIM:
STRUCTURE RIM ELEVATION
ME:
MATCH EXISTING
346.75®� PROPOSED ELEVATION
EXISTING ELEVATION
VDOT STANDARD CG-6 CURB
AND GUTTER
SPILLING CURB AND GUTTER
STORMWATER MANAGEMENT NARRATIVE
STORMWATER QUANTITY -
AS AN OUTPARCEL TO THE PANTOPS CORNER DEVELOPMENT
STORMWATER QUANTITY WILL BE ADDRESSED WITHIN THE OVERALL
DEVELOPMENT PLANS. STORM INLETS AND PIPES WILL BE BROUGHT UP
TO THE PARCEL LIMITS AND STORMWATER WILL BE CONVEYED THROUGH
THE DEVELOPMENT TO THE ULTIMATE OUTFALL. THE STORM WATER
CALCULATIONS AND SIZING OF THE PIPES WILL BE DESIGNED BASED OFF
OF THE ACTUAL IMPERVIOUSNESS OF THE WAWA PARCEL TO ENSURE
ADEQUATE CAPACITY WITHIN THE NETWORK AND OUTFALL
REQUIREMENTS, REFER TO SHEET CG-102 FOR ADDITIONAL INFORMATION,
STORMWATER QUALITY:
TO SATISFY REQUIREMENTS FOR WATER QUALITY ON SITE, WATER
QUALITY CREDITS WILL BE PURCHASED FOR THE ENTIRE DEVELOPMENT
PER THE VSMP PANTOPS CORNER WAY PLANS (WPO 201800088). A
TOTAL OF 8.49 LBS WILL BE PURCHASED TO COVER THE ENTIRE
DEVELOPMENT INCLUDING THE WAWA PARCEL. REFER TO SHEET CG-102
FOR ADDITIONAL INFORMATION.
STRUCTURE TABLE
STRUCTURE NAME
DESCRIPTION
RIM
HEIGHT
STR. 01
VDOT STD. DI-2CC
392.12
9.18
L = '
6
STIR. 02
VDOT STD. DI-28
395.05
7.67
L= 6'
STIR, 03
VDOT STD. MH-1
395.60
7.48
STR. 04
VDOT STD. MH-1
396.07
7.17
STR. 05
VDOT STD. DI-1
395.30
6.12
STIR. 06
VDOT STD. D1-2C
394.85
6.50
L= 6'
STR. 07
VDOT STD.
395.45
6.47
6DI-3C
L= '
EX. STIR
STR. A13
VDOT STD, DI-313, L = 8'
392.56
6.56
EX. STR
STR. 87
VDOT STD. DI-313, L = 10
387.70
9.20
STORM PIPES
PIPE SEGMENT
LENGTH
DESCRIPTION
SLOPE
INV. (IN)
INV. (OUT)
01 TO B7
17 LF
15" RCP
2.00%
382.94
382.60
02 TO 01
96 LF
15" RCP
0.99%
387.38
386.43
03 TO 02
64 LF
15" RCP
1.00%
388.12
387.48
04 TO 03
123 LF
15" RCP
0.55%
388.89
388.22
05 TO 04
34 LF
15" RCP
0.55%
389.18
388.99
07 TO 06
97 LF
15" RCP
0.55%
388.98
388.45
CANOPY TO 07
1 31 LF
8" PVC
0.55 ,
389.72
389.55
GRAPHIC SCALE IN FEET
0 10 20 40
SCALE- I" = 20'
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Scale: 1"=60`
PANTQPS CORNER
PRE-DEV PQA DRAINAGE MAP
. _ 1NIE i , RIA' I'1AG MAP
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STEP 1.
P mops Corner - Appendix 51) Nutrient Requirement Spreadsheet
Worksheet I.
p)ige l of 3
Determine the applicable area (A) and the Post -developed impervious cover (,post)•
(6,67 acres onsite + 0.15 acres
Applicable Area (A)* = 6.82 acres off'si_te ROW improvements
Post -development impervious cover:
Total - 5,23 acres
IPo t = (total post -development impervious cover _ .A) x 100 = 76.7%
The area subject to the criteria may vary from locality to locality. Therefore, consult the
locality for proper determination Of this value.
STEP 2 Determine the average Band cover condition (:Iiwater.shed) or the existing
impervious cower (lexistingt,
Average land cover condition
If the locality has determined land cover conditions for .individual watersheds within its
jurisdiction, use the watershed specific value determined by the locality as Tw,t,rLrGh�<r'
%
' •°v-ateeahud Iu
Otherwise, use the Chesapeake Bay default value:
katershed = 16%
Pantops Corner - Appendix 51) Nutrient Requirement Spreadsheet
Worksheet 2
lmge I cif 3
Summary of Situation.2 criteria: from calculation procedure STEP I thru STEP 3, Worksheet 1:
Applicable area (A) = 6.82 acres
1p"'S' = (rota t post-developmment impervious cover _ A') x 100 = 763%
1ia,ztarstce�zr.- E%tr or Ia ,€, rstt,�;d= 16c1c
lex„ti„`' = (total existing impervious cover A*) x 100 = 196%
"eY3fitttl 4.0Ifl
_ il�Vi'JtL`IShEir 16.0 % ;and
Ipost 76.7%
� 1�satewx€red 16.ii%
STI.+'.P 4 Determine the relative pre -development pollutant load (Lpre).
Lpre(wsaUn'bed) = i(i.05 + W.009 x t
vi:te hcdf l x A. x 2.218 (Equation 55-16)
where: Lpm(wrnershedl =
relative pre -development total phosphorous load (pounds per
year)
Iwalondwa =
average land cover condition forspecific c watershed or Locality
or rahe Chesapeake Bay default value of 16% (,percent
expressed in whole numbers)
A=
applicable area (acres)
l preiwraier4dcrc[i = 10,05+ (0.009 x 16.0 o)l 6,87. x 2.28
3,02 pounds per year
PERFORMANCE -BASED WATER QUALITY CALCtJl:,firC'lONS
Worksheet1
stage 2 of 3
Existing impervious cover {'I ):
Determine the existing impervious cover of the development site i.'pre:>r Jrit.
Existing impervious cover:
Total = 0,27 acres
lex;s,.i",! = (total existing impervious cover . A'`) x 100 = 4 ,
The area should be the same as used in STEP 1.
STEP Determine the appropriate development situation.
The site information determined in STEP .I and STET' 2 provide enough informrati.on to detertnine the
appropriate development situation under which the performance criteria will appl;,,,. Check (ti) the
appropriate development situation as follows:
Situation 1: This consists of land clove]op€ment where the existing percr.�n.t impervious
Cover (l .i4t€,„) is less than or equal to the average land cover condition
(hr ueesn�tl) and the proposed improvements, will Create <a total percent,
impervious cover (lrrsr} which is less than or eatral to the arsre,rage land cover
condition (lw.€re.rsr,,;d)•
1-po5t 5lwat-hvd --
PERFOWMANCE-BASED WATER QUALITY C-ALC 1. t ATIONS
Worksbeet 2
STEP 5 Determine the relative post -development pollutant load (Lpost)>
lapast - 10.05 + (0.009 x 1p,yt).l x A x 2.28
(l:3gtiation 5-2 1)
where: 1.,p i = relative post -development total phosphorous load
(pounds per year)
1pom = post -development percent impervious cover (percent
expressed in
whole numbers)
A = applicabie area (acres)
ldpost = 10,05 + (0.009,- 76.7%)l x 6.82 x 2,28,
- 11,51 pounds per year
STEP fr Determine the relative pollutant removal requirement (RR).
RR = T-pese - Lp€e(waterShed)
P = 11.51 - 3,02
- 8.49 pounds per year
STEP 7 Identity hest mart agernent practice (13MP) for the site,
1. Determine the required pollutant removal efficiency for the site.:
EFF = ( RR r I.,t) x 100
(Equation 5-22)
where: HIF = required pollutant.re.,rrroval efficiency (percent. expiessed
in whole
numbers)
RR = pollutant remov al requirement (pounds per year)
Lrast = relative post -development total phosphorous load (potinds per year)
I+11i'Tr = ($.49 11.51) x 100
74 ;4,
PERFORN/IANCE-BAST D WATER QUALITY CALCULATIONS
Worksheet1
page 3 of 3
- Situation 2: This consists of land development where the existing percent impervious
cover (leis, ) is less than or equal to the average land cover condition
(l,v,atefshed) and the proposed improvements will create a total percent
impervious cover (1p,1,,) which is [eater than the average land cover
conditionl. (Iwvaterstse{t}•
lexis,ing < [watershed and
Ipa,st. I watershed
Situation 3, I'his consists of land development cohere the existing percent impervious
cover (I�sthra) 'is greater than the average land cover condition (Iwatera,ed)
le -'Wing ` .0% > 11w51tershed 16.0% °y and
Situation 4: This consists of land development where the existing percent impervious cover
0"'Xtsti.0 is served by an existing stLrmwater management BMP(s) that addresses
water duality.
If the proposed development meets the criteria for development Situation 1, than the low density
development is considered to be the BMP and no pollutant removal is required. The calculation
procedure for Situation l stops here. If the proposed development meets the criteria for development
Situations 2, 3, or 4, then proceed to STEP 4 on the appropriate wvork sheet.
PERFORMANCE -BASED WATER QUALITY CA:LCULATfONS
worksheet2
page 3 of 3
2. Select BMP(s) front Table 5-14 and locate on the site:
BM I: Bioretention filter
3. Determine the pollutant load entering the proposed BMP(s):
,.Brute = [0,05 + (0,009 x 113mr)j x A x 2.28 (Equation 5-•23)
where: LDNip = relative post -development total phosphorous load entering proposed
BMP (Pounds per year)
l€3,vrr7 = post -development percent impervious cover of BMP drainage area
(percent expressed in whole numbers)
A = drainage area of proposed BMP (acres)
Lwlpi = I0.05+ (0.009 x x 2.28
0,00 pounds per year
4. Calculate the pollutant load removed by the proposed BMP(s):
Lrennowed = 1 ffrat ip x Lrax-tF (Equation 5-24)
where: Lthe{r. = past -development pollutant load removed by proposed BMP (pounds
per year)
pffiaNu, = pollutant removal efficiency of BMP (expressed in. decimal foam)
1-mr), = relative post -development tote phosphorous load entering proposed
BMP (pounds per year)
Llrenun'ed/livipt = 0.65 x 0.00 = 0.00 pounds per year
5. Calculate the total pollutant load removed by the BMP(s):
1'rz.nawaxrltotzd = humovect/r3R9'Pl (EStluation 5-25)
0,00 pounds per year
6Verify Compliance:
�rernavedt&star R
0.00 ?
llll.11 OF SALE' AFFI AVIT OF PHOSP1.1 RODS (1ll .l .sl T" SA'IX
NonpEoint Nutrient Offset Credits � HOTEL STREET CAPITAL, L,1X., a Virginia linlited liability-'orttprrnyhereby
certifies the fiollowin
BILL OF SALE, tuade as of 2011_ by HOTEL STREETCAPITALa I: pursuant to that certain iga£e2LPt t or Purchase and, Sel }t'.ttrlent`:vft1g1t9CYCredits,
° r "a x
j
L; a t r PANTOPS , Virginia liiatttetlls[ri rirte�,,,. rt�anar v `> ll#.t• T �1i T) S r�' t � � v � _ t ), tt, t T _ CORNER, � tj�rrtt{z daltrcl as cti'�lune 20, .()1(? (flue 1'tn•r.:li�tsc Awxrca~tale:nt ). rho l't<rrra,. c,l'Na°ltiCh aai`e ittcororbtti�tl
Jim tr d liability company, (1 urcliatse ), herei i byt a°£ # t ra turd made at paar°t hereof) bem""cen Seller and, i'W' l'A:Ni't`0P8 CORNER,
LLC:, "Purchaser"), ' ltr the benefit of the purchaser, Seller kgrc c d to sell 8.49 pounds of
WHEREAS. Seller and purchaser have enteredreeinto that certain A ,c
nt£nt for Purchase
,
tarot ()iol 4cau:i°r;c phosphorus pl�s:t;� .lac �atit�u;tat C"rtt��Ilt-," ttr €f wu €r(taa:taer rattr,l ?°c;tirP:a tI"ac Cs.,cac.iar.i(
p( _
auac1 Sale t r Tut it c. rt:, d t cl � , I
)
of Nutrients r E t n C,t�,ril <tc rs caf, trrta �{} �,E)C9 tic,- I urrclt<asw au.a, aat,nt < . ,
h ,( � _t t of ..w i,.,
ratio c rta>rrjr'}ja�tztt ;,start,£. nitrogen offsets at floe ot`t;we t [,y�norattra{X 1atc:lrty tut tar{� <ttxactunt t 3;'9
.ti �' which
-�a v" t' .,7 ,.� -n��a 'r. .a> .i -. , •• x• 9�. -.. {;.i 5". h7 SnW C .. o..
th€, terms Of whic are incorporated hercrn_b� reficr£,n and toad parthereof), av' tat respect t o the.., relating <fj . . t a cc a> r r r ca., t,
Ta t�lanitrogen { c s
pc>ttncl;� ctl olTscts to aloe, I. robs;[ icnov� n �a.J "r���ri�l9 r,Trt,Tatr� �irrta,rtcirnertt Plan 1'rrr
sale by Sellert and purchase
I1Nutrients_ purchaser
1 s r otCc rttr acstsitoryr ?C r��tr antj#ditslt,�ld in
I'tnti
s Cor•rra� �t'O-2hI-}Tt)T8ylaeraaai•iuCfatrttv
Seller`s Noripoint Offset Bank i"l vanna County, Virginia (HU. 02080204), , Vir°<Xrta:,;r itia=tttf 1�It�erx?rtr-
lc 00-tit) OII�Eh 1..1 �IP's: (1713tT-TiO-tl>1hTiSilG1„11 iT4£T-0it-Ti-fii(Tatzlti}, (l lfs#Iti...iltl-li-ilt)sLi, (I 7fII£iil->
i�iO T1-1T-0)11a.FO E, for and in ci:Insideration ol'the payment of the Purchase Price (a
defined in the
. `he Ittat.ase Agreement)
�rr ac_tt) and other good.
ed at, valuable,cansdralrca> the receipt c+.ra.t. and d 2SaIler {Ztd purchaser, as ldate
the,� chereof,
o1.have clos
ed tlo , tr-
t:
zs
. t€o n contemplated by tiae
sufficiency of vlrct are tat£byacknowledged, Seller hafelv s£1€5, tYYCrsCr>Y$, 1sSfgi,, conveys, ;rttvtcra.and the Seller as soleto utctta Ct1� x< hos hotwal:-tl#Fers.dei€v£raand sets over to purchaser" at ;u_cessctsuad a`'r£us, 5,49 Nutrient Credits ("Creditsay such are described in the Purchase Aureenwrit< WITNESS 55 the following signature:
T �1A°b'E,AND ` O HOLD call such Nutrient Credits hereby sold and traanst`er°red to
110lT °S1Pa l tll fal LA-C.
a Virginia lttxriteil Itqhg.Wa�Iiomptany=
Purchaser Land its sue essor r au d assigns fbr°ever. y: C.rI�A`t'S°€ �C��, � "'" ;t,itVll'rVIN Y. 1..1.0 , Manager
y
1 l W1T` ESS'� HEREOF,. Seller has caused
this Bill of Sale to lac executed Lv its duly
_ %?iat£ , .. ids" t
x , . x , __ a.. _
authorized representative atly as of rite (late first aaltnve ivrittcrl: 'T ho '14-J errs; pw,':., 1, l 1511agin X Member
� F g
TAT Of' VIRGINIA
1101 "L ST"REf, C:APITAI., l = l ,C,. C3C N T r° OF l A(I G Tl.i :
l 4 att,�inia limits d liability= compan �
by Grayson Love s i; tp'Mry, LLC, its
Sworn and Subscribed he.l'ore rate, lhi� � day Of .. ll I . 2ii1 c), by '1`l ctrrsa=t Jtttxt s;
iaa<tna r Rots rl t4lar gaging f` ciuber of €tray fon Love t 0m,"atay, t. t I . "� lartarg€.a' of'140TEL STREET
C:ApI. lint.,- ,l ,C ^, as Virginia limited liability conip,� �
1 i attau 1l It ianas<James Ross 11l\Icatary� rbli`e KELI
L S P r
4r l' L'ly" Is't�i7111i1 St€�tI expires:
t � I I]-
��6 i £ t 1 0
Tts trta
VS
iNaalor' Amendment Plan fo-artto s Corner
Pro ecPa .
€. COPlJf , 31
v.0N EXPREPrtjct Name: >N1'or Amendment Plan for Pantops
1aatiow Albemarle County,t
r rr err ,�ihCount,,, 1, rc.rt- t t4tric
'T`ly P: 07800-00-00-0-5801;: 07800- 10-04-(}05AO, 07r800-00-00-f.)E 5BO, 07800-00-00-0(}51Ys
T`MP071300-00-00-053 , 1; 07800-t)€ -00-005A0, 07800-00-00 00'i 13O, 0 800-0{t-00�0051;,"U
Owner: Pant ups Corner LC Owner: Ranlo'l? s Corner I.,C
127iy4 CrimsonCrimsonC'1 Stc. 1T7
127Cr'CrirzasonCtt; I?,.
Metres Vat.2,'273,
l-lem°rco Va. 23233
Credit Amount Desired: d: .4t) lb Credit Amount Desired: Phosphorous 8.49 Ihs/1,4itt tgtn 36.69
Project 111J : 02090204
Application: i4° 3 0201800088 i Project 1111rwc. 02iJ �(i?t.?
Application: VVl�C7�.01800088
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OVERALL DRAINAGE MAP
PER PANTOPS CORNER VSMP
PLANS (WPO 201800088)
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__.. ,.... .:__ ... .____..__ ... ........... .. __ __...___._.....__ _�._
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PROPOSED DRAINAGE MAP
NOTE: SEE OVERALL DRAINAGE MAP FROM
PANTOPS CORNER VSMP PLAINS (WPO 201800088)
FOR OVERALL DEVELOPMENT CALCULATIONS
E_..; (SEE SHEET CG-102)
DRAINAGE LEGEND
PROPOSED
DRAINAGE AREA
BOUNDARIES
DRAINAGE
Ia3° STRUCTURE
DRAINAGE AREA
DESCRIPTION
DESIGN VALUES
(PER PANTOPS CORNER PLAN WPO 201800088)
137 0 1.38 AC TOTAL
1.05 AC IMP
CA = 1.04
Al2 : 0.81 AC TOTAL
030 AC IMP
CA = 0.66
ACTUAL VALUES
137: 1.38
AC TOTAL
1.05
AC IMP
CA =
1.04
Al2: 0.80
AC TOTAL
0,68
AC TOTAL
CA =
0.65
STORMWATER MANAGEMENT
PER PANTOPS CORNER PLAN (WPO 201800088) THE
CA VALUE FOR THE DRAINAGE AREA GOING TO
INLET B7 IS 1.04, AND FOR INLET Al2 IS 0.66. THE
ACTUAL VALUES PER THE WAWA OUTPARCEL
DEVELOPMENT PLANS PRODUCE A CA VALUE FOR
THE DRAINAGE AREA GOING TO 137 AS 1.04, AND
FOR INLET Al2 AS 0.65, SINCE THE CA VALUES
FOR INLETS B7 AND Al2 IN THE WAWA OUTPARCEL
DESIGN ARE LESS THAN OR MEET WHAT WAS
DESIGNED PER THE PANTOPS CORNER PLANS, NO
FURTHER ANALYSIS IS REQUIRED TO MEET
STORMWATER QUANTITY.
GRAPHIC SCALE IN' FEET
SCALL 1 404'
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WAWA STANDARD LANDSCAPING SPECIFICATIONS
1. ALL TOPSOIL SHALL BE A MINIMUM OF 4" IN ALL SOD AREAS AND 8" IN TREE, SHRUB AND GROUND COVER BEDS,
INCLUDING PARKING LOT ISLAND BEDS. IT SHALL BE APPROVED BY A WAWA CONSTRUCTION REPRESENTATIVE,
PRIOR TO INSTALLATION.
2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE.
3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK,
CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS.
4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION
SPECIFICATION.)
5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING
INSTALLATION.
6. ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE
(SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE REGULATIONS
AND THE MANUFACTURER'S INSTRUCTIONS.
7. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED
EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITHIN ALL LANDSCAPES, INCLUDING STONE
AND MULCH BEDS. ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT R
LOCATIONS, BARRIER SHOULD BE CUT IN AN "X" PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED
AFTER PLANT HAS BEEN INSTALLED.
8. WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR
ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN TO CURB LEVEL FROM A DISTANCE 24" FROM ``
THE CURB.
9. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE
NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS AND INFECTIONS AND IN ACCORDANCE WITH ANSI
Z60.1.
10. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN ASSOCIATION OF
NURSERYMEN" AND STATE NURSERY/LANDSCAPE ASSOCIATIONS WITH REGARD TO PLANTING, PIT SIZE, BACKFILL
MIXTURE, STAKING AND GUYING.
11. ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING. ALL PLANTS SHALL BE SET
PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR MATCHES, OR IS NO MORE THAN TWO (2")
INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6-INCH LAYERS AND COMPACT BACKFILL TO ;
ELIMINATE VOIDS. CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE
PERIMETER OF EACH PLANTING PIT. CONTRACTOR SHALL WATER NEWLY PLANTED VEGETATION PRIOR TO
MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED AS REQUIRED. ALUMINUM
EDGING SHALL BE INSTALLED AROUND ALL PLANTING AREAS TO DELINEATE BETWEEN DIFFERENTLANDSCAPE
MATERIALS.
12. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE -EMERGENT
HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL.
13. ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED
AREA AT THE FUEL VENT STACKS, SHALL BE MULCHED WITH DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM
DEPTH OF 3". LANDSCAPE ISLANDS ADJACENT TO DESIGNATED AREA AT FUEL STACKS SHALL BE MULCHED WITH
1 "-3" "RIVER STONE" MULCH. FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT ENGINEER.
14. SEEDBED PREPARATION
r
A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE
OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET USING 10-20-10 OR EQUIVALENT. IN ADDITION,
300 POUNDS 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF
TOPDRESSING.
B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4-INCHES WITH A DISC, SPRING
TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD
PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS
PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED
WHEREVER FEASIBLE.
C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE
RETILLED AND FIRMED AS OUTLINED BELOW.
D. GRASS SEEDING MIXTURE AND APPLICATION RATE:
PERCENTAGE OF TOTAL WEIGHT APPLICATION RATE SEED TYPE MINIMUM
GERMINATION ALLOWED
5-7 LBS/1000 S.F.
60% 'REBEL" TALL FESCUE 90-97
35% "YORKTOWN" PERENNIAL RYE 90-98
5% "STREEKER" REDTOP 90-92
E. IN AREAS DESIGNATED AS SOD, FESCUE SOD IS TO BE INSTALLED ON MINIMUM 4" TOPSOIL. ARENAS TO BE
SODDED ARE TO BE PREPARED AS NOTED FOR ABOVE SEEDED AREAS.
'16. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE
CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DYING OR DAMAGED THROUGH LOSS (DF BRANCHES
AND/OR FOLIAGE. LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE
REPAIRED UNTIL A GOOD LAWN RESULTS. IT IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBILITY
FOR WATERING ALL PLANT MATERIAL AND LAWN AREA BEGINNING WITH THE DATE OF SUBSTANTIAL
COMPLETENESS.
GENERAL LANDSCAPING NOTES
1. 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 OINNERS' 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.
REQUIRED LANDSCAPING:
SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED
SITE AREA: 90,839 SF X 10% = 9,084 SF
CANOPY REQUIRED: 9,084 SF
EXISTING CANOPY: 6,742 SF (PER PANTOPS CORNER DEVELOPMENT)
CANOPY PROVIDED: 6,495 SF
TOTAL CANOPY PROVIDED: 13,237 SF
PARKING LANDSCAPE (32,7.9.6): 5% OF PARKING PAVED AREA.
36,054 SF X .05 = 1,803 SF
REQUIRED: 1,803 SF OF LANDSCAPED AREA
PROVIDED: 1,959 SF OF LANDSCAPED AREA
LARGE SHADE TREES (2.5" CAL.)
48 PARKING SPACES (48 / 10 = 4.8)
REQUIRED: 5 LARGE SHADE TREES
PROVIDED: 6 LARGE SHADE TREES
DUMPSTER ENCLOSURE TO DE SCREENED WITH 9 EVERGREEN SHRUBS.
RETAINING WALL (2'-8') HT. TO BE SCREENED BY OTHERS PER THE PANTOPS
CORNER DEVELOPMENT.
ENTRY CORRIDOR OVERLAY:
LARGE SHADE STREET TREE (3.5" CAL.) - 35" O.C. W/ INTERSPERSED
ORNAMENTALS (6' HT.) & SHRUBS 5' O.C.
190 LF/35 = 5.43
190 LF-/5 = 38
REQUIRED: 6 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS & 38 SHRUBS
PROVIDED: 7 LARGE SHADE TREES W/ 7 ORNAMENTAL TREES &. 91 SHRUBS
LARGE SHADE INTERIOR STREET TREES (2.5" CAL.) — 40' O.C.
479 LF/40 = 11.98
REQUIRED: 12 LARGE SHADE TREES
EXISTING: 14 LARGE SHADE TREES (PER PANTOPS CORNER DEVELOPMENT)
PARKING LOT LANDSCAPING KEY" PLAN
SCALE: 1" = 50'-0"
EVERGREEN TREES
(STY
BOTANICAL NAME
10
1
Ilex opaca
LARGE SHADE TREE
QTY
BOTANICAL NAME
GS
6
Gleditsia triacanthos inermis `Shademaster' TM
UA
7
Ulrnus americana `Princeton"
ORNAMENTAL TREE
QTY
BOTANICAL NAME
CC
5
Cercis canadensis
CP
4
Corpus florida `Cherokee Princess`
DECIDUOUS SHRUBS
QTY
BOTANICAL NAME
RG
26
Rhus aromatics `Gro-Low`
EVERGREEN SHRUBS_
CITY
BOTANICAL NAME
IGS
51
Ilex glabra 'Shamrock`
MCE
9
Myrica cerifera
PFA
40
Pieris floribunda
RCE
6
Rhododendron catawbiense
C'OMMON NAME
Airneriican Holly
"OMMON NAME
Sh adernaster Locust
Arnedcan Elm
COMMON NAME
�_Distern Redbud
Cherokee Princess Dogwood
COMMON NAME
Gro-Low Fragrant Sumac
C;O'I\IIVION NAME
Inkberry
Wax Myrtle
Mountain Pieris
Catawba Rhododendron
SITE LEGIT f\,l D
Awl
SIZE
6' HT MIN
SIZE
2.5"Cal
3.5"Cal
SIZE
6` HT MIN
6° HT MIN
CONT SIZE
Cont. 13" HT MIN.
CONT
SIZE
Cont.
24"
HT MIN.
Cont.
24"
HT MIN.
Cont.
24"
FIT MIN.
Cont.
18"
HT MIN,
MANAGED STEEP SLOPES
LARGE PARKING LOT LANDSCAPING
SHADE TREE
( � i
CANOPY COVERAGE
44 SF
CANOPY COVERAGE
424 SF
397 SF
CANOPY COVERAGE
124 S F
124 SF
NM
REMARKS
Strong central leader
12` HT MIN, Strong central leader
REMARKS
Single -trunk, Strong central leader
Strong central leader
REMARKS
Uniform; Dense; Full to the ground
REMARKS
Uniform; Dense; Full to the ground
Uniform; Dense; Full to the ground
Uniform; Dense; Full to the ground
Uniform; Dense; Full to the ground
GRAPHIC SCALE
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SCALE: 1" t
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SHEET NUMBER
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GENERAL NOTES 1. Plants shall be healthy, vigorous material, free of pests and diseases and are subject toa
ofthe Landscape Architect priorto.duhnQandaftorinataUotkm/.
2. Contractor shall identify all materials at growing location prior to purchase and submit digital photographs,
and source list to the Landscape Architect for approval at a minimum of six (8) calendar weeks prior to
installation. Plants not approved shall be resourced and resubmitted. Substitutions and/or modifications to
planting layout, plant nnmterie|o, eto, nhmU not be made without the written consent nfthe Landscape
Architect.
3. Planting beds and individual tree plantings shall be mulched continuously as specified.
4. Prior to construction the contractor shall be responsible for locating underground utilities and execute work
in o manner that avoids damage to utilities during the course of work. Contractor shall be responsible or
remedy of any damage to uti|ities, structures, site appurtenances that occur es a result of landscape
related work.
5.Contnactor is responsible for verifying quantities shown on documents. Field adjustments ahoU be
approved by Landscape Architect prior to installation. Quantities indicated on drawings are for reference -it
is the Contractor's responsibility to ensurefull coverage of plants at the indicated spacing.
S.Contnaotor is responsible for maintenance of all plantings inc|uding, but not limited to watering, mowing,
edging, spraying, mulching, fadi|izinQ, of plantings and turf nn*ea for one (1) calendar year from dote of
certificate ofoccupancy. Contractor is responsible for warranty of all plant material for a period of one (1)
calendar year from date of certificate of occupancy. Warranty replacement planting shall maeltorexceed
the original specification identified Vndrawings. Replacement planting shall extend the same warranty oa
originally installed materials. Plantings and grass areas ohoU be flourishing and fully thriving at end of
warranty period.
7.P|ants identified for replacement by Ovvner. Landscape Architect shall be replaced immedia'te|ybythe
Contractor unless otherwise agreed upon. Plantings (trees, mhrubo, gnoundoovor)subject to replacement
by warranty aho|| exhibit characteristics of 30Y6 dead -per individual plant, non-contributing or disease
compromised. Grass areas suitable for acceptance mho|| demonstrate 85Y6 sustained/consistent and
continuous, densely established coverage.
8.Contoaotor shall pedbnn a site review at and of warranty period and provide the Owner with written
documentation of the site, including plant heo|th, warranty replacement items, and conditions that may be
influencing plant health. Contractor shall remove from plants and site, all staking and guying material at
end ofwarranty period.
0.Contractor shall comply with all |uoa|, state and federal requirements, codes and regulations raUahed to the
work undertaken.
10. All material including planting operation appurtenances shall be of domestic origin manufacture and
sourced within 100 nni|em of the project site.
11. Contractor is responsible for coordination among trades operating on site. Coordination and ifnecessary
resulting modifications to schedules are responsibility of the Contractor.
12.A1| |ondonepad and lawn areas are to be irrigated. The General Contractor is responsible for providing a
turnkey dam|Qn build irrigation ayah*nn as part of the base bid for the project. The contractor shall provide
an irrigation plan and product installing irrigation n|aeving as shown on the landscape plan prior to
installation of paving materials.
PERFORMANCE SPECIFICATION
K. PLANTS
A.General
1.Live healthy plants free ofdead branches and parts
2.Free ufdisease, insect, injury anddomage
3. Unbroken, intact, dense and solid nootbo||s and oonba|nens, without cracks, flat o|dam or previously napoinad
damage.
4.Free ofgirdling roots urvnotbound/circ|inQcontainer conditions
5.Plants ofconsistent |ngrowth habit and healthy character
6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and
scars
7.Point oforigin growing location within 1OOmiles Vfproject sita
8. Graded, otandorda, caliper, sizes and stock consistent with ANSI Z60.11 American Standard for �tursery
Stock most current edition
Q. Species identified consistent with Hortus 7hkct _Concise Dictionary of Plants Cultivated /n the Uhibed
States and Canada, most current edition and Manual of Their Identification, Ornamental
Characteristics, Culture, ELopagation and Uses, most current edition
10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans
B.Trmes:
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 naquined by local
jurisdiction
2.Deciduous Multi -Trunk
a. Full and upright with straight consistent symmetrical natural branching pattern -throughout
b.Canes evenly spaced and ofsimilar growth habit
o.Free gfsuckers 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 ofrootbaU
o.Free ofsuckers and extraneous branching
d.Donot shear orotherwise prune to shape plantings
C'Evmrgmmen and Deciduous Shrubs
1. Full, dense and naturally symmetrical.
2.Consistent with container and/or balled and bur|oppedsize
3.Free ufsuckers and extraneous branching
4.Donot shear orotherwise prune nrshape plantings
D.Evermrmwn and Deciduous Grwundmover
1.Full and dense inpots orflats
E.PerennKaUs and Seasonal Color
i.Full and dense inpots orflats
F.Turf Grass
1.Subgrade
o. Soil K8ix-1O%Compost, AUY6topsoil byvolume
b.Preparation-loosen subgnadotoaminimum depth offour (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 elevaltions shown
on drawings. Allow for thickness ofsod when applicable
2'Gnnsa Sod
a.Install not longer than twenty-four (24)hours from harvest
b.Grass bed not less than two (2) inches incontinuous 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 ofgrowth and development
immediately upon installation. Weed and noxious plant free
o. Stagger installation rows and place aligned parallel tocontours
f. Fill joints solidly with planting bad 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 bythe Landscape Architect
b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter
u.Provide seed mix not greater than 15Y6annual orperennial 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 orother slope retention methods as noted on drawings
If. Materials and Appurtenances
A.TmstUng
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.Tmp SwUK
1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0Y6 organic matter by dry weight. Continuously
free of non -soil items such as stones, debhe, sdoku' tonmh, and deleterious matter greater than 1/4 inch in
any direction, Clay content shall not exceed 25%.[&nava| content shall not exceed 10%. Silt shall not
exoaed25Y6
C.Use of Existing Topsoil
1. Existing topsoil on -site may berepurpomedwith 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 amend ment/add itive methods and procedures
ID.Shn»dded Hardwood Mulch
1. 100Y6 organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed.
Neutral Phbalance 5.5-7.5
E.Commpoated Pine Bark Fines
1. 100% organic ground pine bark with no particle dimension greater than %-inch and no greater than 10%
wood content
F.Cwmmpomt Ph
1. Balanced 5.8-8.5 motune, stable and weed free produced by natural aerobic decomposition. Free of
visible contaminants and toxic substances. Not greater than 5% eand, silt, clay orrock bydry weight.
Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids
G.Commpomt Testing
1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage |n
Ono| compost product; statement that the products meets fadana|, state and local health safety
requirements
2. provide copy of lab analysis |eaa than 120 calendar days old verifying that the product meats described
physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants
(including o statement that fecal oV|ifo/m 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 1596 Compost
1. Fertilizer
1. Granular 10% nitrogen. G% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form.
Product and Material Safety Data asapproved by Owner
J'HmrbUcUdm
1. Product and Material Safety Data aoapproved byOwner
K.Watmr
1. Potable only unless otherwise approved by Owner
L.Hwrdmm»md Stakes
1. 2n2x48inch square ofsound hardwood, painted flat black unall sides
K8.Tree Ties
1. Villa Non -Abrasive Rubber Tree Ties orapproved equal
N.Fi|twr Fabric
1. K8iradi140-Norapproved equal
O.R1ver Stone
1. Locally sourced, river rounded, unhacetedriver atona/cobb|eo.
2. Size shall not exceed 3total inches inany dimension.
3. Color and texture approved byOwner
4. When placed in concrete or mortar setting bed, tamp to secure and brush clear joints.
15. Concrete ormortar asapproved byowner.
0' Execution
A.SUtmCwod0tUons
1. Inspect site and notify Owner in writing of acceptance with indication that projectoondiUonsoraaocaptab|o
are suitable toproceed with work. Notify Owner ufany existing damage and/or other conflicting conditions.
2.Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner
ofacceptance prior tocommencement ofwork.
3.Nutifv Owner in writing ofany conditions that may preclude su0000afu| completion of work including items
such as coordination with other trades, incomplete vvorh, drainage, soil temperature and/or composition,
access tostorage/work areas, damage toconditions, etc.
4.Not\fy Owner in writing immediately of any items that may influence work schedule, tinning 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 ofthe entire project and become familiar with the scope of required
work by others.
B.PUantKmg Seasons
Recommended seasons are a general guide based on historical climatic data and typical performance of
plantings, and which vary dependant on project -specific environmental conditions. Due to construction
achodu|es, 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 Trees
o. Donot install/plant the following trees between September 15and March 15
1. Qoko ((]uercua Sp.. Such as Q. rubna' Q. e|bo. O. phe||os' O. uoucinnea)
3. Dogwood (Cornue Sp.)
3. SvveotQunn (LiquidomberSp.)
4. All Conifers and Evergreens except White Pine (Pinuo otrmbun Sp.)
2. Deciduous and Evergreen Shrubs
o. Install/plant between K8oroh 15 and June 15 and/or September 15 and Novambor38
3. PermnmUmUm
o. Install/plant between March 15 and Jun* 15 and/or September 15 and Novemb*r3O
4' Spring Flowering Bulbs
o. Install/plant between September 15 and December 15
5. Seasonal Annuals
a. Install/plant in season per approved schedule
G. Turf Grass
o. |notsU/p|ontbebween yWanoh 15 and May 15and/or September 15 and November30
b. Do not install/plant umad or sod turf grass areas when ambient air temperature is below forty /40\
degrees Fahn*nheit, orforecast for a twelve (12) hour period after completion of work
7. No Plant Installation
a. Du not install plantings orturf grass between June 15 and September 15, without approval by Owner
C.PoaKt0onKng & 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.Vehfy location of individual plants and plant beds prior to beginning installation. Do not proceed without
Owner approval
D.0mmpKmmmemtat|mm
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 (1O)working days from date ofreceipt for review mfsubmittals and response toOwner and Contractor.
Plan accordingly for procurement ofmaterials
3.ConUnuoualy 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 toweather orsite conditions immediately upon finding. Provide recommendation for
remedy ofschedule delays. Dnnot work, place ormodify frozen soil
5. Report delays due to extraordinary natural or other conditions beyond control of Contractor
E.CKmmn Up
1. Remove trash, debris and work materialsfrom site prior to request -for substantial completion. Thoroughly
clean surfaces impacted by work including building, parking areaa, roadways, sidewalks, aigna. Ughto, site
furnishings, etc.
2. Repair any damage to existing conditions that occurred during execution of work.
3.A|| clean-up and demobilization procedures oho|| be performed to satisfaction of the Owner and Landscape
Architect.
PREVAILING WIND
|
DECIDUOUS TREE PLAINTHNG
NOT TO SCALE
M
NOT TO SCALE
kLLEADER
'E NURSERY STAKE
(3) TWO INCH TREE STAKES.
L 6" AWAY FROM EDGE OF THE
�LL STAKE LOCATION SHALL NOT
ERE WITH PERMANENT BRANCHES.
�SHALL BEPAINTED BLACK PRIOR
rALLAT|UN.
7OMULCHING, LIGHTLY TAMP SOIL
DTHE ROOT BALL |N0^LIFTS TO
TREE. DUNOT OVER'COMPACT.
THEPLANTING HOLE HAS BEEN
LLED
NED SOIL. TURN THE SOIL 0
ECOMPACTION T0THE AREA AND
SHOWN.
:R0FMULCH.
ONTOP OFROOT BALL SHALL NOT
FINISHED GRADE.
EXISTING SOIL.
SCARIFY SIDES 0FPLANTING PIT
TOP OF ROOT BALLSHALL BEFLUSH WITH
FINISHED GRADE.
ooTrnmnron^rn^// D�nrQnu
EXISTING OR RECOPACTINGSOiL.
SET SHRUB ATORIGINAL GRADE ORUP
TO10DEPTH OFROOT BALL
2^SHREDDED HARDWOOD MULCH 0R
APPROVED EQUAL
MAKE (3)-i^CUTS UVSIDES OFTHE
ROOTBALL
PLANTING SOIL MIX PER PLANTING SPECIFICATIONS
UNDISTURBED SOIL PEDESTAL
NOTE: SHRUBS INSTALLED |N
| |
CONTINUOUS SUCCESSION ORLARGE
BED SHALL BEPLACED |NONE
CONTINUOUS DEPTH BED
:-:TTREE ATORIGINAL GRADE ORUPTU10
=_PTHOFROOT BALL
'SHREDDED HARDWOOD MULCH DRAPPROVED EQUAL
OIL SAUCER: USE PREPARED TOPSOIL, 8^MIN.
ARDWOODSTAKES (3)
0PEGATTOP OFBALL SHALL 8ECUT. REMOVE TOP
2OFBURLAP. NON -BIODEGRADABLE MATERIAL
HALLBETOTALLY REMOVED
LANT|NGSOIL MIX PER PLANTING SPECIFICATIONS
ND|STURBEDSOIL PEDESTAL
`
~~~flail -be rcvir.-~--_-~_
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NOT TO SCALE
det"til
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NOT TO SCALE
MIL
SHEET NUMBER
-501