HomeMy WebLinkAboutSDP201900071 Plan - Other (not approved) 2020-02-07SITE DATA:
ENGINEER: TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434-327-1688
CONTACT: CRAIG KOTARSKI, P.E.
CRAIG.KOTARSKI@TIMMONS.COM
TAX MAP PARCEL: 08700-00-00-06100
LIMITS OF DISTURBANCE: 1.36 AC
ZONING: RA
SETBACK: 75' FRONT
25' SIDE
35' REAR
MAGISTERIAL DISTRICT: SAMUEL MILLER
SOURCE TOPOGRAPHY: TIMMONS GROUP, OCT 2019
DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTNET
BUILDING HEIGHT: 29'-6" (ADDITION)
BUILDING AREA: 7,182 SF (BASE BID)
7,875 SF ( ALTERNATE CONFIGURATION)
PROPOSED USES: GYM ADDITION AND ASSOCIATED SITE WORK
NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.25 ACRES
REQUIRED PARKING: PER SEC. 4.12.6 - MINIMUM NUMBER OF PARKING SPACES FOR
SCHEDULED USES, THE NUMBER OF REQUIRED SPACES SHALL
BE DETERMINED BY THE ZONING ADMINISTRATOR.
PARKING COUNT: PRE -DEVELOPMENT TOTAL: 67 SPACES (4 ADA SPACES)
POST -DEVELOPMENT TOTAL: 71 SPACES (4 ADA SPACES)
ADA PARKING REQUIRED: 3 SPACES (AT LEAST 1 VAN SPACE)
ADA PARKING PROVIDED: 4 SPACES (1 VAN SPACE)
WETLAND IMPACTS: NONE
WATER SUPPLY: ACSA
SANITARY SEWER: EXISTING ONSITE DRAINFIELD
DRAINAGE DISTRICT: NORTH FORK HARDWARE RIVER
THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.
THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT.
AVERAGE DAILY TRAFFIC = 754 TRIPS
RED HILL ELEMENTARY SCHOOL
GYM ADDITION AND RENOVATION
MAJOR SITE PLAN AMENDMENT
SDP2019 71
COUNTY OF ALBEMARLE, VIRGINIA
SAMUEL MILLER DISTRICT
02/06/2020
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OWNER:
ALBEMARLE COUNTY SCHOOL BOARD
401 M CI NTI RE RD
CHARLOTTESVILLE, VA 22902
CONTACT: JOE LETTERI
TELEPHONE: (434) 975-9340
FAX: (434) 975-9341
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200,
CHARLOTTESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: 434-327-1688
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER
C0.1
PHASING PLAN
C1.0
NOTES AND DETAILS
C1.1
NOTES AND DETAILS
C2.0
EXISTING CONDITIONS
C2.1
DEMOLITION PLAN
C4.0
LAYOUT AND UTILITY PLAN
C4.1
SIGHT DISTANCE PROFILE
C5.0
GRADING AND DRAINAGE PLAN
C5.1
GRADING SPOT SHOTS PLAN
G6.2
s:FeRNqVVAT-F=R SUMMARY PLAN
G6.0
ST-GRMVVA:FF=R MANAGEMENT PLAN
C7.0
STORMWATER PROFILES
L1.0
LANDSCAPE PLAN
L2.0
LANDSCAPE NOTES AND DETAILS
SP0.1
SITE PLAN PHOTOMETRICS
SP0.2
SITE PLAN PHOTOMETRICS - FIXTURE CUT SHEETS
TOTAL SHEETS = 15
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
APPROVAL DATE
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PROJECT NO: 593801
DATE: NOVEMBER 25, 2019
REVISIONS
DATE DESCRIPTION
2-6-20 COUNTY COMMENTS
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PID.- 08700-00-00-060A0
COUNTY OF ALBEMARLE
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III —I — I=11I— 1= I —III— I ALLOWED. BEGIN PRELIMINARY SITE WORK (ESC,
FFE=727.23 6' (W) DBL. DOOR — SAFETY, FENCING, CONTRACTOR TRAILER, ETC.). C:)
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3' (W) DOOR WOODEN I I
FFE=725.26' � PLAYHOUSE Z
A. THE "MAIN AREA OF WORK" IN EACH PHASE MUST BE SEPARATED FROM = 0
PHASE 4 FFE=725.21' 3'(W)DOOR '� I BUILDING OCCUPANTS BY TEMPORARY INTERIOR CONSTRUCTION BARRIERS J ~ 0
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I i AND EXTERIOR CONSTRUCTION FENCING. SMALL AREAS OF WORK OUTSIDE � w v
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FFE=725.24' F - II % DURING NON -INSTRUCTIONAL HOURS. = O =
i � I i i ' % B. IT IS EXPECTED THAT MAJOR PHASE CHANGES WILL ALIGN TO SCHOOL � �
CALENDAR. ASSUME ONE (1) WEEK WILL BE NECESSARY AFTER THE LAST DAY Q W
OF SCHOOL APPROX. 3RD WEEK OF JUNE BEFORE THE FIRST DAY OF W
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SCHOOL (APPROX. 2ND WEEK IF AUGUST), AND DURING WINTER BREAK '� T
X MOWN I I ��_-_ (APPROX. LAST WEEK OF DECEMBER) FOR OWNER TO MOVE ITEM TO AND J
x \ FROM CLASSROOMS. U) Q Ch
C. OWNER SHALL BE RESPONSIBLE FOR MOVING ALL ITEMS FROM CLASSROOMS
BEFORE THE START AND BETWEEN PHASES. CONTRACTOR SHALL PROVIDE
PROJECT NO: 593801
TWO (2) WEEK ADVANCE NOTICE BEFORE START OF EACH NEW PHASE TO DATE: NOVEMBER25,2019
\ \ \ \ \ \ \ \ \ \ \ \ \ I I UGP _% I ENSURE TO OWNER THAT CONSTRUCTION IS PROCEEDING ON SCHEDULE AND REVISIONS
TO PROVIDE TIME FOR OWNER TO PREPARE ALL ITEMS TO MOVE. DATE DESCRIPTION
\ \ \ \ \ \ PHASE 5 \ \ \ _ - --- _ I D. ALL RE -ROOFING AND ROOF DEMOLITION AND CONSTRUCTION FOR 2-6-20 COUNTY COMMENTS
PHASE 1 \ \ \ \ \ \ \ \ \ \ \ \\ UGo _ MECHANICAL/ ELECTRICAL/ PLUMBING/ STRUCTURAL OCCURS DURING THE
PHASE INDICATED FOR THE SPACE DIRECTLY BELOW EACH ROOF SECTION.
E. CODE COMPLIANT MEANS OF EGRESS FOR OCCUPANTS SHALL BE MAINTAINED
AT ALL TIMES DURING CONSTRUCTION, DEMOLITION, REMODELING, OR
\ r\ \ \ \\ % ALTERATION AND ADDITIONAL TO ANY BUILDING. x \ \ \ \ \/`�� F. CONSTRUCTION ACTIVITIES LIMITED TO THE MONTHS OF APRIL AND MAY
DURING SOL TESTING. COORDINATE WORK WITH OWNER DURING SCHOOL
y I BZOCK a �o �` �- HOURS. ® � _ / %
PRESERVED ED �\�� \ w_ G. CONTRACTOR SHALL LIMIT DELIVERIES TO THE SITE AS TO NOT DISRUPT THE
CRITICAL SLOPES B[o BUS SCHEDULE. CONTRACTOR TO COORDINATE WITH OWNERSHIP.
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SCALE 1 "=20'
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PHASING PLAN
C0.1
SITE PLAN LEGEND
w WATER
101
STORM PIPE
100 D STORM MANHOLE
100
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
LIMITS OF DISTURBANCE
X
FENCE
MAJOR CONTOUR
XXX
MINOR CONTOUR
XXX
TC 725.94
PROPOSED SPOT ELEVATION
1O
PARKING COUNT
ACSA GENERAL WATER & SEWER CONDITIONS
(^D A r)TNl('
TC = TOP OF CURB
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
JUNE 27, 2019
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR
WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF
CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL
UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF
PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION
OF THE LINE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE
JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL
UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER
LATERAL STUB -OUT
SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF
THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER
MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS
INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE
CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR
TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS
AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00
EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN
TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT.
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF
ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF T00AM TO
9:00PM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO
MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO
ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER
MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE
SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS
OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO
CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT
80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE
SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT
1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF
95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT
80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO
STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE
VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF
GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED
IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION,
WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER
PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND
DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B)
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY.
THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS
SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE
PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO
BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING
CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. o
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION °N°
PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW Q
PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN Z
ACCORDANCE WITH SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 0f
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. >
PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT b
STANDARDS AND SPECIFICATIONS. D 00
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS m M
FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. OC/) CO
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. o
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE Q
RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY = "
THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE I- Q O
ENGINEER. WLU LL
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13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF Q H
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT U
FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT LU
SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE Y co _
FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE 0Q o
DEVELOPMENT. : ,;
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICELU
U) W J
TRUNK LINES. LU ZO LU
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE O
COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. d
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE
ADDITIONAL FACILITIES AS DEEMED NECESSARY.
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED
FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S
REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF
0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE
FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).
CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL
PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE.
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO
CONDITIONING OF THE SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL
MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 0
i,�4w + I
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A , ( ��,,At
PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT`
MAINTAINED RIGHT OF WAY. (N/A) ,,� 1\ `y``���f
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD.
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. C1.AtsWT. hOfASKI
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE Pic" No. 00204850'
SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 2/06/20 <�~
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH',
THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL 'S" Wr "
FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS.
TRAFFIC ON STATE ROADS.
29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE
2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03.
30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE
PLACED AT THE END OF THE DAY.
33. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN
HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
34. BUILDINGS AND STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER
TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH SUCH FROM ALBEMARLE
COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS.
BLASTING NOTES mmi
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. C:)
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES C:)
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE
CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE
PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER
MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN
OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR.
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Albemarle County Engineering UU O
Final Plan General Notes Z
Page i of 4
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ALBEMARLE COUNTY Z Z Q
FINAL PLAN GENERAL NOTES = 0
General Co€><struetioa Notes O W
V V J
1. Prior to any construction within any existing public right-of-way, including connection to W J
any existing road, a permit shall be obtained from the Virginia Department of MMOJI W
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of = Q J
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to current specifications and Q W
standards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved LU W
erosion control plan and shall be installed prior to any clearing, grading or other m r
construction. J O
4. All slopes and disturbed areas are to be fertilized, seeded and mulched. O
5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, U) Q M
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the PROJECT NO: 593801
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage DATE: NOVEMBER 25, 2019
channel.
REVISIONS
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic DATE DESCRIPTION
Control Devices. 2-6-20 COUNTY COMMENTS
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
NOTES AND DETAILS
C1.0
CG-12
A
PERMISSIBLE
CONSTRUCTION # 5 DOWELS, 8" LONG
JOINT
40,
@ 12'' C-C
4,
p ¢
MIN.
8
10:1
�x
N
�
Z
CV �
10'1
B
MAX
- -
PAAX
B
2'
TRUNCATED DOMES
SEE SHEET 1 OF 4 FOR DETAILS
A
TYPICAL DESIGN
8'-0" 4,_0,
BACK OF CURB
12:1 MAX.
48:1 MAX.
2011
SECTION A -A
LL�
¢
�2'Mw
MN �-
PERMISSIBLE
CONSTRUCTION
JOINT
°°°'°
SECTION B-B o
5' MIN 4 10•11 MAX)
10 1 MAX)
NOTE: FOR
GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
ALTERATIONS
SEE
SHEET 1 OF 4.
A 4' SQUARE LANDING
AREA OUTSIDE OF
TRAVELWAY SHALL
Y
BE PROVIDED WITHIN-
Q
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THE MARKED
CROSSWALK AREA,
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CROSSWALK ��
CROSSWALK
CROSSWALK
TYPICAL PLACEMENT
TYPICAL PLACEMENT
DIACONAL VARIATION
AT INTERSECTION
AT INTERSECTION
WITHIN CROSSWALK
WITHIN CROSSWALK
(WITH BUFFER STRIP)
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER
SIDEWALK. LANDING
(48'' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONSTRUCTION, 6 FEET FOR ALTERATIONS,
SHEET 2 OF 4
SPECIFICATION
REFERENCE
CC-12 DETECTABLE WARNING
SURFACE
105
TYPE A (PERPENDICULAR) APPLICATION
502
NEW 7/05
VIRGINIA DEPARTMENT OF TRANSPORTATION
203.05A
5 DOWELS, 8" LONG A PERMISSIBLE
AT 12" C C CONSTRUCTION
5' MIN. JOINT
12:1 MAX x
z
g
�....,...,.._._._....... 12:1 MAX
B 2' -- - S
RAMP
(SEE TABLE) TRUNCATED DOMES
A SEE SHEET 1 OF 4 FOR DETAILS
5'-0" MIN
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 48 1 MAX.
20 :1 48 1 MAX.
h 2'MIN.-� SECTION A -A
PERMISSIBLE
CONSTRUCTION
JOINT
SECTION B-B
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1 OF 4.
TYPE B
PARALLEL APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
N FEET
4" CURB
6" CURB
0
4
6
1
5
7
2
5
8
3
6
9
4
1 8
12
5
1 10
15
6
1 14
15
NOTE:
THE REQUIRED LENGTH OF A PARALLEL RAMP
SLOPE.
IS LIMITED TO 15 FEET, REGARDLESS OF THE
<e
0
II II
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
' 5' MIN
12.1 MAX:
A 4 SQUARE LANDING AREA
\\ OUTSIDE OF 7RAVELWAY
SHALL BE PROVIDED FOR
CROSSN ALK WITHINNDIHE MARKED CULAR CROSSWALK
CROSSWALK AREA.
CG-12
T 3 OF 4
SPECIFICATION
REFERENCE CG-12 DETECTABLE WARNING SURFACE
12 TYPE B (PARALLEL) APPLICATION REV.7/05
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06
VDOT STD CG-12 CURB
No Scale
(1,2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
�4„_
2" R
CONC CURB AND GUTTER CLASS 3A,
// (f'c=3,000 PSI) CONCRETE
6"
\/ 4
13" �/ Q a
d L1 _ 7
7„
COMPACTED x ° e < a a
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SUBGRADE v/ d Z3Q
a a
\ 4 ad O
CONTINUE 21 B STONE
4" MIN. BASE FROM ADJACENT
1C PAVEMENT SECTION
UNDER CURB
6" 6" 2'-0"
VDOT STANDARD CG-6 CURB & GUTTER
No Scale
" 2" R
TOP OF CURB 25
1" R
° r r 3'. 4:"
DEPTH OF CURB MAY BE °r D °
A MINIMUM OF 13" AND A
MAXIMUM OF 19" , SURFA
r
16"
° D r
BASE-
VDOT A-3 CONCRETE '
s
r
4" MIN.
VDOT STANDARD CG-3 CURB
No Scale
4"
TOP OF CURBI R=2"
a
VAA VAA a SURFACE
18
4 Q
a a BASE
UB
VDOT STANDARD CG-2 CURB
No Scale
CONTINUE STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
VDOT A-3 CONCRETE
CONTINUE 21 B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
GTH
0.5' FROM EP
ANCHOR WITH V Rmomm
IMBEDDED 24" IN GROUND-
2 PER WHEEL STOP
PRECAST CONCRETE WHEEL STOP
No Scale
R= %4„
1„ CONTROL JOINT SPACED
AT WIDTH OF WALK (MAXIMUM)
EXPANSION JOINT AT MAX
° OF 30', WITH PREMOLDED
EXPANSION FILLER
CONIC. WALK
a
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\%\%\%\\%\X%\X\�/\%\%\X\�\\%/\
COMPACTED SUBGRADE 4" 21-B STONE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
NYLOPLAST DRAIN BASIN WITH STANDARD GRATE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
(3) VARIABLE INVERT HEIGHTS MANUFACTURER
AVAILABLE (ACCORDING TO RECOMMENDATION
PLANSITAKE OFF) (MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-121HANCOR DUAL WALL, ADS/HANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40). PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHTJOINT
(CORRUGATED HDPE SHOWN)
1 - 8"- 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70.50-05.
2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE
USE OF A PVC BODY TOP. SEE DRAWING NO, 7001-110-045.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
RESTRICTIONS. SEE DRAWING NO.7001-110-065.
4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
N-12 HP, & PVC SEWER (4" - 24").
5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE V TO 360°, TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012.
6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING.
7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS
ONLY: NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
(5) ADAPTER
(6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
ANGLES
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
VARIABLE O°-360°
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
ACCORDINGTO
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
PLANS
SEE DRAWING NO, 7001-110-111 FOR NON TRAFFIC INSTALLATION,
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8" - 24", 10" MIN. ON 30"
4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.)
6" MIN ON 30"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
8" - 30" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
<°
V OR AS SHOWN ON PLAN
WHEN NOT ALONG SIDEWALK
CURB WIPE DOWN DETAIL
No Scale
SIGNAGE NOTES:
EP/ F
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
REVISION THERE TO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
SPECIFICATIONS.
D. THE 2000 INTERNATIONAL FIRE CODE.
2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
NOTE 1 ABOVE.
3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND
INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
SOLID WHITE LINE 24"
(TYP.)
STOP
12'
STD. (VARIES)
R1-1
NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL
HIGH INTENSITY SHEETING NO SCALE
SOLID WHITE LINE
6'
2 1 d2'
(TYP.) (TYP.)
STRIPING AND
SIGNAGE DETAIL
No Scale
EXISTING PAVEMENT
PROPOSED PAVEMENT
H
2
>
SAWCUT THROUGH D_
MATCH EX. CROSS
NOTE: PROPOSED
J
U
. EXSURFACE w
SLOPE UNLESS OTHERWISE
PAVEMENT MUST TIE
COURSE x
SPECIFIED ON PLANS
IN WITH EXISTING
w
W
&REMOVE
PAVEMENT
PAVEMENT
2' MIN.
PROPOSED
2" ± ,I�/
/SURFACE
COURSE
\ EXISTING
PAVEMENT
MILL EX. SURFACE COURSE BASE COURSE
SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE NOTES: 1.5"DIA GALV.
1. FINE BROOM FINISH ALL STAIRS.
ALUMINUM. COLORS: GREEN BORDER & 2. RAIL ON BOTH SIDES OF STEPS RAIL (TYP.) 12" MIN
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, (IF NOTED) (TYP.)
WHITE BACKGROUND. 3. SEE PLAN FOR RISER HEIGHT
4. MAX. CENTER TO CENTER SPACING
RESERVED RESERVED BETWEEN STAIR POST TO BE 6'.
PARKING PARKING ADD CENTER POST IF NECESSARY 3'-0"
TO MAINTAIN MAX. SPACING
(TYP.) EXP.
JOINT
FINISHED
12 MIN GRADE
(TYP.) 12"
CONCRETE
�Y Pmn, (TYP.)
$M-�RE ✓✓W-�RE 3'-���
TOW AWAY ZOE TOW AWAY ZONE (MAX) ° o
FINISHED
VAN GRADE WA-T I IS1/8" H
1'-4"
6' ABOVE ACCESSIBLE 6' ABOVE
FINISHED FINISHED EXP. 8 CORE DRILL CONCRETE FOR
JOINT 5„ HANDRAIL POST, EMBED
GRADE GRADE
1/8" HANDRAIL A MINIMUM OF 6"
- BELOW FINISHED GRADE AND
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE WASH GROUT TO THE FULL DEPTH
SIGNS AS RESERVED FOR PHYSICALLY I I a OF EMBEDMENT (TYP.)
DISABLED PERSONS. PROVIDE ONE (1) R-7-8 a g" 5" # 57 STONE
SIGN AT EACH PARKING SPACE INDICATED ON + #3 REBAR (12" O.C.)
SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED 2 #5 REBARS, BOTTOM CONTINUOUS,
WHITE) WITH GREEN LETTERS AND ( )
INTERNATIONAL WHEELCHAIR SYMBOL. SIGN 3" LAP 2'-2" AT SPLICES
SHALL BE PLACED ON STEEL POST 1-1/2" O
PAINTED BLACK SET IN MIN. 2 OF CONCRETE. COMPACTED SUBGRADE
3"
1'
-4"
ADA PARKING SIGNS EXTERIOR STAIRS
No Scale No Scale
HANDICAP SIGN
EOP HANDICAP SIGN LOCATION (VAN)
LOCATION (TYP.)
CONCRETE BUMP
BLOCK ANCHOR WI
5/8" REBAR IMBEDD
24" IN GROU
= R
-
a
o
PAINTED
-D
PER
D
2 /o MAX.
VD
VDOT
SPEC.
y-4„
8' 5' 8' 8' 8'
TYPICAL VAN
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
No Scale
VARIABLE WIDTH'
`FACE OF
CURB
18' 18'
4„
PAINTED
STRIPE
10, I (TYPICAL)
REGULAR SPACE
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
a °
\\•X\\ \ \\.
\ 4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1.5" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
(PLACED IN SINGLE LIFT)
8" TYPE 21 B AGGREGATE BASE COURSE
/� j COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
1.5" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
2.5" INTERMEDIATE BASE COURSE - IM-19
8" TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
50 CM (19.7")
SPECIFICATIONS
16.7 CM (6.6") 25 CM (9.8")
UNIT SIZE - 50 CM X 50 CM X 2.5 CM OR 1 M X 1 M X 2.5 CM
(20" X 20" X 1" OR 40" X 40" X 1 ")
`
AVAILABLE IN 9 STANDARD ROLL SIZES
UNIT WEIGHT - 510 GRAMS (18 OZ.)
OR 2.0 KG (4.5 POUNDS)
STRENGTH - 1121 KG/CM '(15,940 PSI)
COLOR - BLACK
RESIN - 100% RECYCLED HOPE
PLAN
GRASSPAVE2 SQUARES
ADJACENT GRASSPAVE2 UNITS
SEE ENLARGEMENT BELOW
8.3 CM (3.3")
�HYDROGROW MIX BELOW RING
2.3 CM (0.9")
SUPPLIED FREE BY MANUFACTURER
6 CM (2.4")
_RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND)
z COMPACTED SANDY GRAVEL ROAD BASE
0 800o o
o
oo_p� Oo_p9
o� 95% MODIFIED PROCTOR DENSITY
- 6 INCHES TO 12 INCHES
(DEPTH OF BASE COURSE TO BE
ftir ' o°
DETERMINED BY ON -SITE ENGINEER)
- SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION
I I =IIII - I I
COMPACTED SUBGRADE,
SECTION
TOP OF GRASS ROOT MASS 6 MM
(1/4") ABOVE TOP OF RING
4wwLi
GRASSPAVE2 ATTACH WITH
11�L�
SNAP -FIT FASTENERS
RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND)
o 0 0 0
°
a�On oA O
COMPACTED SANDY GRAVEL
BASE COURSE
ENLARGEMENT
- SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION
NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR
LANDSCAPE DESIGNER.
TYPICAL GRASSPAVE2 DETAIL
i 1,
CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES
NOT TO SCALE
Invisible Structures, Inc.
GPDETI8.DWG
16265 E. 33RD DR., SUITE 20
AURORA, COLORADO 80011
800-233-1510 OR 303-233-8383
FAX: 800-233-1522 OR
303-233-8282
www.invisiblestructures.com
rev. 1 /18
NOTE:
CONTRACTOR TO PROVIDE A
MIN. OF 10" TYPE 21-B
DENOTES REINFORCED TURF PAVERS ON PLANS
REINFORCED TURF DETAIL
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DATE: NOVEMBER 25, 2019
REVISIONS
DATE DESCRIPTION
2-6-20 COUNTY COMMENTS
NOTES AND DETAILS
APPROX. LOCATION OF4ZZ
D.I. WATERLINE ,
COMPILED PROPERTY LINE PID: 087BO-00-00-0 1200 ,
LEGEND I 1 r-��" \ \ / /'
MCLAUGHLIN LIVING TRUST
30' PRESCRIPTIVE VDOT ZONE HSI
® WATER VALVE R`O. W. EASEMENT 0.72 AC
® WATER METER
S ROOF DRAIN / DOWNSPOUT
® CLEAN -OUT
STORM DRAINAGE (SD) MANHOLE
- DRAINAGE FLOW DIRECTION
RCP REINFORCED CONCRETE PIPE-
CMP CORRUGATED METAL PIPE
IZI TELECOM PEDESTAL
0 UTILITYPOLE / / , // / / / / / 1 1p �p __��\`\
< GUY WIRE
® POWER / HVAC STRUCTURE, AS NOTED
C>* LIGHT POLE I
OO ELECTRIC METER / 1p3 / / / / / / / ' / ' / 713 ' 12' RCP W/ 6 HW
/ 1p , / , , / , -� �` INV=719.10'
Q UTILITY LID (FUEL TANK COVER) 0� / / / / / / / 11 5 - _ - - - - / / ^ro
Z SOIL TESTBORING ,' ,' ,' / / ,' / / / , /' /' / 11 / - 716
o SANITARY DF JUNCTION BOX
❑s ELECTRIC BOX/�� \T,yy/ 11
DECIDUOUS TREE -� /� �� �� �/
CONIFEROUS TREE
HANDICAP PARKING _
-C-0OPIL-ED PROPERTY LINE
- UGP- - UNDERGROUND POWER UTILITY
0HP OVERHEAD POWER UTILITY _ - - �� _ _ ' o�v'p' / / 16"MAPLE ' 1
X FENCE -LINE
EDGE OF PAVEMENT (EP) /r ' / / o\�P
TREE -LINE
� HP
- - - - - - - - - - - - HANDRAIL / / / ow
- - -W - - - WATERLINE / / / // �000�� / / 51�P5� ' 6"DOGWOOD' J -
DITCH LINE 1 / / / OR / / 000vR 00
7 �P55 P� I
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SWL SOLID WHITE LINE (ROAD STRIPE) /l l/ /00? //TIM�R WALLS
PLAMTER
� O\ _
BOLLARD / / / / / / / // RP�P �\o� /
EG EDGE OF GRAVEL / / /
�o�Lo
CISCURB AND GUTTER / / / / / / / / �\ J,\�00G\,P��
CC CONCRETE CURB
CONC. CONCRETE / / / / 0 ,� �� , / '/`UGP
DENOTES END OF INFORMATION / /�� 1� /�^0 p / `/
OR CONNECTION UNKNOWN O
/ / �h ,� ^ \
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D.B. DEED BOOK / 1 / / / / ti
L SA LANDSCAPED AREA N / PG. AGE
o\AP / o / / / / �g 1111 / / /, / / / / �`yry �� / �\V� 00 ASPHALT _
0 O O (F) PROPERTY CORNER / MONUMENT FOUN! d 0 / / / / GAP
AS NOTED / , /-2 / / / / / / / / P '
RPM a
0010
GRAVEL \ / -
/ o
o\A?
OAP y/ , / GQ / / / O / 3' (W) DOOR \ I
/SEPTIC ' I FFE=727.18' I
COVERS/0 I \ \
3(V
P.D: 08700-00-00-06WO � I , a � FFE
leOUNTY OF ALBEMARLE O Q , / , ,
SCHOOL BOARD
"RED HILL ELEM SCHOOL"
DB. 504/ PG. 343
4/55AC
W /30"OAK \
3 '
14" DOUpi/E DEC. / / , , / , / / ( ) DOOR
FFE=727.22'
8'KNEE WALL
ON CONC. PADS ( J
3' W DOOR
4' (H) (TYP) FFE=727.23'
SEPTIC
CC)VER,� 3e- OAK
/ 3' (W) DOOR
FFE=725.24'
725
/' O / / 3' (W) DOOR EQUIPMENT
FFE=725.23' ENCLOSURE
NA
1 I
It I /
24"OAK \ 6' (W) DBL. DOOR
3'(W)DOOR FFE=725.2P
FFE=725.24'
I I �
\ 1 1 I I I I I I \\ I \ \\ 3' DOOR
\ \ 1 I I I I SANITARY DF JUN'CTION BOX, \ \ / FFE=725.24' 6' W DBL. DOOR
FLAGGED BY OTI ERS (TYP) 1 \ \ O s
\ FFE=725.23' \ 3
-
\ F
DOOR F
FE=723.20' �
3' (W) DOOR 3' (W) DOOR o�G A \
1 \ \ \ I I I I I FFE=723.20' 6' (W) DBL. DOOR FFE=725.23' G
\ \ \ \ \ 1 I I 1 FFE=725.26' 0
14"MAPLE `zrts' 4/E[ O�
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FFE=719.24' "REDHILL ELEMENTARY
SCHOOL
\ \
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W 6'
( ) DBL. DOOR FFE=725.26' j
FFE=719.24'
\ \
24" LAC. T4E 1 1 1 � 1 I � j \ \ � 1 � / / 1 3' (W) DOOR
PLAYGROU(D FFE=725.21'
AREA
/ / 1 I
--1 3' (W) DOOR 3' (W) DOOR I ( SHED
FFE=725.24'
FFE=725.25' ] /
> CHAINL INK FE CE' H I
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\ \ \ \ \ 8" PVC \ I 1 \ \ 1 \ �/ \ I - - CONC.
\ \ / I CONC. / I
\ \ \ \INV= 13.3\' 1 \ \ I OY� I ��
1 PLAYGROUND
AREA
18" DEC. TREE
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718
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PID: 087BO-00-00-01000
MCLAUGHLIN LIVING
TRUST C/O DANIEL H
MCLAUGHLIN & TERESE N
i�r1-�c�c,rc/r11vt vuv1--_`
R. O. W. EASEMENT
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PID: 087B0-00-00-010A0
rt
COUNTY OF ALBEMARLE
SCHOOL BOARD
DB. 706, PG. 497
I .17 AC
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14" DEC. TREE
18: DEC. TREE
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METAL SIGN
"RED HILL ELEM. SCHOOL"
/
/
/ 14' GATE
SD INLET W/GRATE
TOP=726.35'
INV OUT= 722.35' 12" RCP (SW)
SD INLET W/GRATE
TOP=723.16'
INV IN = 720.95' 12" RCP (NE)
INV OUT = 720.64' 15" RCP (SW)
SDMH
TOP= 725.79'
INV IN= 720.16' 8" PVC (NW)
INV /N=720.17' 15" RCP (NE)
o INV OUT= 720.0V 15" RCP (SE)
O
PID: 08700-00-00-06400
JAMES F. POWELL, JR.
DB. 2246, PG. 461
0
SDMH
TOP= 724.21 '
INV 1N=719.36' 15" RCP (NW)
INV OUT= 719.28' 15" RCP (SE)
SD CURB INLET
TOP= 722.26'
INV OUT= 718.25' 15" CMP (SE)
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REVISIONS
DATE DESCRIPTION
2-6-20 COUNTY COMMENTS
EXISTING CONDITIONS
C2.
0
APPROX LOCATION OF 4" I
D.I. WATERLINE
�` ` \ \ / , \ ` COMPILED PROPERTY LINE PID: 087BO-00-00-0 1200
r-\ \ i MCLAUGHLIN LIVING TRUST
' 30PRESCRIPTIVE VOOT
ZONE: HS 1
R.O. W. EASEMENT 0.72 AC i
OVERHEAD POWER LINE TO BE
RELOCATED UNDERGROUND. i
��\` \ ` \ \ \'\ �0 COORDINATED WITH UTILITY PROVIDER
-PRIOR TO THE START OF CONSTRUCTION. ;
PID: 087BO-00-00-01000
SAWCUT AND REMOVE 1' MCLAUGHLIN LIVING
OF ASPHALT TO MATCH
TRUST C/O DANIEL H
I I 1 1� �� d PAVEMENT SHOWN ON C4.0. MCLAUGHLIN & TERESE N
,\0 MCLAUGHLIN
1� � \\\�_ OZONE: HS1
REMOVE PORTION OF
REMOVE \ 1 0.91 AC I
STORM PIPE I
\\\\\ APPROX. LOCATION OF4"
�\
6p 1 / 1p / / / / ' � UNDERGROUND/TELEPHONE D.I. WATERLINE\\\'`\\\ \\\\� - - _ � — �� ,\o� � � ��_
LEGEND:
®REMOVE
HARDSCAPE
& GRAVEL
CLEAR AND GRUB
\\\
WOODED AREA
REMOVE TREE
- - - - - - SAW CUT CURB SIDEWALK
OR ASPHALT (SIDEWALKS
AND CURB TO BE CUT AT
NEAREST JOINT)
NOTE:
SIGNS REMOVED ARE TO BE
RETURNED TO OWNER
O
6 TO BE RELOCATED. CONTFjACTOR TO COORDINATE RELOCATION WITHN,
TO
\\\\
UTILITY PROVIDER ACCORDINGLY
—
/ CLE,AR AND GRUB
\�\\\\\\\\ \ �� \\\\\ ���\ \\\\\ � � _ 12" R�P .725
WOODED AREA_ \\`�\\\\'�\\\�\\\\ >c\\\\ \ � - -- _
\ -_ \
\\ \\\ \\ k \\\\ \\\\\\\\\\ \\ �\\\ \ _ / �V=720f 73' P 15' PRESCRIPTIVE VD07'' = _ _ o l/DSq TER
�kJY�/IRE T016E RELOCATED: ' \�.`�\\\\\
GOORDINgTE WITH SERVICE \ \�\'�\\ \\\\�� \ OH
i \ \\\\ \ \\\\\ \ R.O. W. EASEMENT VALVE (3
' - ,C-OIGIPII�D PROPE}�TY LINE ' , - - ��\\\�\\ G \\\\; / - _ ; _ _ - _
, - E _ , , _ , , _ _ ROVIDER \\ \\ - - _ _ \\\ \\\\\\\\ ` P \ r — — -� PID: 087B0-00-00-010A0
� \ \\ \\\\\\ 16" MAPLE i — `
-� y� \\\
-;� ; \ > _ \EP — t COUNTY OF ALBEMARLE
_ SCHOOL BOARD
/ DB. 706, PG. 497
\\\\ovyp
� Rff`MOVE SANITARY
/ / / ' i ' / l l I \�\\\\\\\\\1C\ 0 / \ �� / 1� SEWER STRUCTURE _
' / I l l l \\\\\\\\\\\\ OHP / / — — — — -
/ / �, RELOCATE EXISTING / / H 4 - _ / 725
/ / 72 6" DOGWOOD
/ \\ / OP / / EXISTING PO 30"OAK ____-------�
� / TELECOM AND l — 24'rMAPLE �
TO REMAIN / , - \
UNDERGROUND LINE' / _ _ _ _ _ _ _ _ _ _
'PIp.08700-q0-00-060A01 l I l // / 00�� / Ps J RELOCATE 726 - ' 3o"oAK
0 6" DOGWOOD
COUNTY Ort ALBEMARLE l -
/ SCHOOLBOARD / l I / � °�� / REMOVE �� 6\\'� 00 / \�\��� / GUY WIRE �
/ / /l / / a �O 5R0 P\'� � �� I 725 � � / / _ 24':OAK— - - ' s°DOGwooD I �\I a � /� METAL SIGN
k "RED HILL ELEM. SCHOOL"
DB. �08, PG. 503 / /
I /GLP REMOVE
2.88AC / % // / /OHP PLANTER W/ / , 1 REMOVE PAVEMENT
/ TIMBER WALLS 1 /
\L � 7 REMOVE SANITARY. /' MARKINGS 12"MAPLE 00 SE R00 SEWER STRUCTURE \
FLAGPOLE — / -
G I -co
ONAP REMOVE REMOVE LIGH� p \ /
/
' REMOVE p i U \ / FIXTURE I I \ �
�0 \ 4'• 6" DOGWOOD(2) ASPHALT
00P/=
N� 009ONTRACTOR TO REMOVE ALL 00
s02ySPACESTHREE (3) MOBILE CLASSROOMS S\—, e , pAND ASSOCIATED FETURES TO , 14"PINE
O\P j'ZREMOVE BENCH AND \ I I
' z
INCLUDE DECKS, RAMPS, RETURN TO OWNER
A^ /
/
FOUNDATIONS, UTILITIES ETC. CANOPY /
/ / / d / 1� ►CONC. l ABANDONED 14GATE
/ / GRAVEL \ / - \ \ �- _„ / / FUEL PUMP / /
o / O _CONC. (CAPPED)
REMOVE EXISTING CO/vc / J�'e O/ , ' / CG l
/ �pc� / / // / / / // // UNDERGROUND/ REMOVE EXISTING /' _ - -
, 727
/O\AP // / / / / / POWER LINE UNDERGROUND le
POWER LINE / / ►� i / \
6'( DBL. �' ® 8
Or\P / / / / / / / / / o / / 3' (W) DOOR I REMOVE RIP RAP. LOCATE AND 4"X 4" STEEL _ _ - ' /
SEPTIC / FFE=727.18' I PRESERVE AND STORM PIPES COLUMNS-(TrP) / \ / O
/ / / / / / / / / / // COVERS/0 �- AND TIE TO PROPOSED BUILDING
O
4 O / FEATURE DRAINAGE STORM PIPES PER PLUMBING PLANS.
/ //
TO REMAIN — 3'(W)DOOR
D: 08700-00-00-06WO i 1`L / / / a FFE=72728'
P.
/C`OUNTY OF ALBEMARLE / i
SCHOOL BOA4RD / -o , J / / / / I I'STEPPED
, / \
RED HILL ELEM SCHOOL / � / / � PROTECT / � ry \ / / CANOI BRICK WALL
DB. 504/ PG. 343 , , � / ;EXISTING TREE h � � REMOVE KNEE WALL
4/55AC / / / / 1� I \ PER BUILDING
/30 OAK \ DEMOLITION PLAN LOCATE SANITARY CLEANOUT
/ 3'(W)DOOR AND SEWER TO THIS POINT AND
14"DOUpLEDEC. / / , rXISTING POLE /' / REMOVE FFE=727.22' TIE TO PROPOSED BUILDING l I ,cO/vc. \ \I as V / \
TO REMAIN o' / / 8 " (W) KNEE WA L L SANITARY PER PLUMBING PLANS.
PROTECT /' ON CONC. PADS 3'(W)DOOR
/ / 4'(H) (TYP) FFE=72723'EXISTING TREE 6' ( W) I
DBL. DOOR / l _ C6
REMOVE KNEE WALL FFE=72720'
SEPITIC PER BUILDING DEMOLITION PLAN I, / �
O CC)VER� / 36 OAK / METAL �� I -- ---- I ° SD INLET W/GRATE
/ 3' (W) DOOR 6' (W) DBL. DOOR ^Q�
FFE=725.24' FFE=72724' STAIRS / MA 'LE TOP=726.35'
- - _ - J /O / I 725 — N / / - `- - ^ I ' / / INV OUT= 722.35' 12" RCP (SW)
N, ^ rr / / / / 3' (W) DOOR EQUIPMENTLo
co / / / PROTECT / / / FFE=725.23' ENCLOSURE
/EXISTING TREE REMOVE KNEE WALL 729
PER BUILDING DEMOLITION PLAN coNc.
24"OAK l \ 6' (W) DBL. DOOR 6' (W) DBL. DOOR
FFE=72729' _ \L SA
Y(W) DOOR FFE=725.21I I —_ /
/T
O
FFE=725.24' / DgGwDoOS
SA3'(W) DOOR 3'(w) DOOR
Fk, FFE=725.24' I f
6' W DBL. DOOR � FFE=727.2T
\ 1 1 I I I I FLAGGED BY OTi ERS (TYP) I \ O
REMOVE KNEE WALL FFE=725.23' s 3' (w) DOOR /,/ a / 1 / IX / SD INLET W/GRATE
PER BUILDING DEMOLITION PLAN FFE=727.22' �'i I I TOP=723.16'
3' (W) DOOR
I INV IN = 720.95' 12" RCP (NE)
FFE=723.20' �'- - - I l I o INV OUT = 720.64' 15" RCP (SW)
10" BLOCK WALL
3' (W) DOOR 3' (W) DOOR G CO/VC +4,1(H)
1 \ \ 1 I I N FFE=725.23—
I I � FFE=723.20' 6' ' (W) DBL. DOOR
\ \ \ \ \ \ 1\ ! I I \ \ FFE=725.26' - I I % 110"BLOCK WALL- 72$ k /
FUEL CO OO I I / / I +5, (H) / I I / Al SDMH
14"MAPLE
�EI I / TOP= 725.79
INV IN= 720.16, 8 PVC (NW)
�� / CURB Co I INV 1N=720.17' 15" RCP (NE)
,Cb 1 LEVEL / Nc , _
SI1'k \ r I INV OUT= 720.01' 15" RCP (SE)
CONIC. 3' (W) DOOR CINDER BLOCK FACILITY
FFE=719.24' "REDHILL ELEMENTARY
TO REMAIN SCHOOL" I / / _ - 727 /
c' \ \ \ \ \ 1 I ( \ / / / / \ WOODEN
REMOVE N 3' (W) DOOR kLAYHOUSE
6' W DBL. DOOR '� \ PID. 08700-00-00-06400
( ) \ FFE=725.26'
FFE=719.24' I
\ ` 24 L C. TR 1 1 11 II I ' I \ (SEE ARCH/ T CTURAL PLANS) /l l I 3' (W) DOOR I '� / 726 - - -,i' _ I/ z
\ PLAYGROUND FFE=725.21' / I 37 \ I W JAMES F. POWELL, JR.
I
AREA I 2 yC PARK/N \ I I I DB. 2246, PG. 461
I \ /
\ \ 1 — \ �
\ \ / / 1 \ \ G SP \ I
3' ( W) DOOR / I ; ACES
3' (W) DOOR SHED I
FFE=725.24' FFE=725.25' O
\ \ I I I I 1 I I \ I FENCE TO \ I I o
REMAIN
CONC.(( - - \ `� - o - - 7 - CHAINLINK FE CE �'(H) ED I I SAWCUT
\ \ \ \ I CURB -
\ \ 18' PVC 1 \ \ t �// \ SAWCUT \ \ t _ - CONC. I CONIC. ----- i I
\ \ 1 INV=1713.3Q' t \ _ I X
PLAYGROUND \ / I REMOVE I
AREA 41 CURB __ -- r724--_---_ -_y I a
1 I � i -- i � I� 126 �
\\ 18"DEC. TREE O
STRUCTURE TOP
SAWCUT AND REMOVE 1
.
TO BE LOWERED / rLh
\ N xI OF ASPHALT TO MATCH 1
CD REMOVE PAVEMENT TO MATCH FINAL I I � / � /SDMH
PAVEMENT SHOWN ON C4.0. it TOP= 724.21'
\ , \ MARKINGS (TYP) GRADE
REMOVE EXISTING REMOVE CURB I / INV IN=719.36' 15" RCP (NW)
CHAINLINK FENCE I 14 PARKING SPACES \�\\ \vop r I I / / / INV OUT= 719.28' 15"RCP (SE)
SAWCUT CURB
\ \ \ \ \ \ \ IN'V=712.82'
723
\ _ \ \ \ \ \\ \ 1\ \ \\ \ C, \ \� \ `� // T �� X ��X\ \729 `' - _ _ - _ RB �`�� CONC. l '
>>S \ \ I - - - CHAINLINK FENCE B[ OCK i ®O _ c�
_ BASKETBALL - - - - - It4,,22-
\ —720 --- GOAL
_ ��X- _ \ (TYP) PRESERVED
\ \ \ I I I \ \ \\ \ \ \-
--- - - - -- ` --_-__ — —xT� - TOREMA/N CRITICAL SLOPES /84
799 - - - - _ ` �x� TYPICAL - - - J OCK `�` I a 14"DEC. TREE SD CURB INLET
—�X S \ — — _ _
798 - - - - _ �x� yED � TOP= 722,26'
\ o \ \\ \ \\ \ \ \ \\ \ `�\ �- - - - -- _�_ �` _�--x�� \�\\ INV OUT=718.2515CMP(SE)
\ X — — — — — __x� — — _ — — 18: DEC. TREE
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REVISIONS
DATE DESCRIPTION
2-6-20 COUNTY COMMENTS
DEMOLITION PLAN
211
PID: 08700-00-00-060A0
COUNTY OF ALBEMARLE
SCHOOL BOARD
DB. 508, PG. 503
2.88AC
Or`
ONP
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APPROX. L OCATION OF 4" I
` D.I. WATERLINE
COMPILED PROPERTY LINE PID: 087BO-00-00-0 1200 i
i MCLAUGHLIN LIVING TRUST I
30'PRESCRIPTIVE VDOT ZONE: HS1
R.O. W. EASEMENT 0. 77 A17
APPROX. LOCATION OF EXSIT. WATERLINE.
CONTRACTOR TO FIELD VERIFY PRIOR TO }
CONSTRUCTION.
WIPE DOWN CURB, (TYP.)
PID: 087BO-00-00-01000
MCLAUGHLIN LIVING i
TIE PROPOSED ASPHALT TO EXISTING TRUST C/O DANIEL H
MCLAUGHLIN& TERESEN
CONTRACTOR SHALL
HEAD POWER LINE \\� PAVEMENT IN ACCORDANCE WITH MCLAUGHLIN
RELOCATE OVER REPLACEMENT DETAIL (TYP.)
ZONE: HS1
0.91 AC
UNDER GROUND I
(COORDINATE WITH "NO PARKING \
UTILITY PROVIDER) FIRE LANE" SIGN ���. WIPE DOWN TO APPROX. LOCATION OF4"
"NO PARKING FLUSH CURB
20 FT WIDE EMERGENCY FIRE LANE" SIGN \ D.l. WATERLINE
VEHICLE ACCESS ROAD PAINTED YELLOW
(REINFORCED TURF) FIRE LANE CURB EP --It
�TB c CONTRACTOR SHALL CONFIRM VERTICAL UGT CG-6 \ \ _ ONP
CLEARANCE BENEATH EXISTING OVERHEAD CG-3 "NO PARKING R8
POWER LINE AND PROPOSED EMERGENCY -
ACCESS ROAD. OVERHEAD LINE TO BE 20' FIRE LANE" SIGN —_ - -
RELOCATED UNDERGROUND AS REQUIRED. R5 U OHp 15'PRESCRIPTIVE VDOT'= o WATER
COMPILED PROPERTY LINE GT
159 61 R.O. W. EASEMENT VALVE
_ _ _
''e VE (3
OAP
LEGEND:
CONCRETE SIDEWALK
III / MULCH
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
® REINFORCED TURF
R1 10 (TYP.) VDOT STD. R1-1 TYPE B, CLAqS,1_WH —� ONp r — '% PID: 087BO-00-00-01OA0
/ P UGT STOP SIGN PAVEMENT LINE' _ — COUNTY OF ALBEMARLE
OAP 18' MARKING, 24" Wl TH SCHOOL BOARD
Og 11' CG12 _ �. i DB. 706, PG. 497
-
U 8' R5' .17AC
P C _ —
D CG-2
RELOCATE GUY WIRE. _
`�— R5
6' CONCRETE G CONTRACTOR TO COORDINATE
SIDEWALK O WITH UTILITY PROVIDER.
HEEL ST ) CONTRACTOR TO CLEAN UP
G— EDGE OF PAVEMENT0011
ILI
20 R5' TIE NEW CURB AND GUTTER k
APPROX. LOCATION OF LIGHT ADA PARKING SIGNS TO EX. AND TO INLET
O\AP/ / POLE. REFER TO PHOTOMETRIC ALTERNATE BUILDING (3) 6" RISERS RELOCATE UNDER GROUND TELECOMMUNICATION /
PLAN FOR ADDITIONAL ADDITION WITH HANDRAILS 5' LINES. CONTRACTOR TO COORDINATE RELOCATION
INFORMATION (TYP.) I \ WITH THE CURRENT UTILITY SERVICE PROVIDER. /
SIDEWALK WITH 101.6'
pNA
P /
/ HANDRAIL TIES PROVIDE STRIPING EXISTING FOR 3 PARKING c# o'
IGYMNASIUM ADDITION (7550 SF) S WA SPACES
7� APPROX. LOCATION OF EXISTING
� SETB K /
UGT LINE. CONTRACTOR TO TIE ~ S
RELOCATED LINE BACK TO ,r
EXISTING SERVICE LOCATED EAST /
OF THIS POINT. EXISTING CANOPY z
TO REMAIN
-o
S.
-o
PID: 08700-00-00-06100
COUNTY OF ALBEMARLE PROTECT TREE -
0
SCHOOL BOARD Zo
"RED HILL ELEM SCHOOL" 5'
DB. 504, PG. 343 -I II=III=
4.55AC IIIIIIII-
t PROTECT TREE 1-
5.2'
II� III=
- 1=1 111
5, IM 11= -I - I I—
I -I I -II
_I III1 I I- I III�
III / I a M11
I -III= SEPTI 1=
COVER
S III 1
(3) 47'
.
IIIIIII� IIIII IIIIIII ° �-
5' O
PROTECT TREE 5' IIIII
_ III1= 5' III
5' ? M11-1
=1 11 1=1 11=1 I I -I
/III III= III=III1
-III= • a. III-- I � 1=1 � 1=
II11 ° ° • I=III- -I 111-
I I11�1 I • 11�� 11�=11�
11IIIIIIII= 5.9'
SANITARY DF. JUNCTION BOX, _
FLAGGED BY OTHERS (TYP) 5' °
=IIIIII �°
1III=III=
III=III=
=1 — 3' (W) DOOR
FFE=723.20'
3' (W) DOOR
FFE=723.20'
- 3' (W) DOOR
FFE=719. "
5' WIDE ADA
RAMP WITH
HANDRAILS
PROPOSED
BUILDING WALL
(SEE ARCH. a
PLANS)
7' R5'
29'
R20'
e
rX__
I X__�_
X
—x-
I
� I
6'
-
_ -III1
= 1III=III= -
_-I I I1 1 11 1 11 / I I I 1 11
—iii Ilililll- — Iliiill
5' -1II O
I /IIIII I
O O ,
15
III11 II SEPTIC
COVERS OO
(4 )
/III 4.6' S
3' (W) DOOR
FFE=725.24'
3' (W) DOOR
FFE=725.24'
6' (W) DBL. DOOR
FFE=725.26'
3' (W) DOOR
FFE=725.26'
c�
co TEMPORARY TRAILER
TO BE PROVIDED BY OWNER
3' (W) DOOR
FFE=725.24'
3' (W) DOOR
FFE=725.23'
3' (W) DOOR
FFE=727.18'
3' (W) DOOR
FFE=727.22'
3' (W) DOOR
FFE=727.23'
6' (W) DBL. DOOR
FFE=725.2V
6' (W) DBL. DOOR
FFE=725.23'
3' (W) DOOR
FFE=725.23'
1 LEVEL
CINDER BLOCK FACILITY
"REDHILL ELEMENTARY
SCHOOL"
SIDEWALK TO
CONNECT TO
EXISTING \
BUILDING _
c ONC
I /
I
— 6' (W) DBL. DOOR
FFE=72728'
4"X4"STEEL
TIE TO EXISTING
SIDEWALK COLUMNS (TYP)
3' (W) DOOR V
FFE=72728' I
6' (W) DBL. DOOR
FFE=72720'
I
6' (W) DBL. DOOR METAL '
FFE=72724' STAIRS
6'(W)DBL. DOOR
FFE=72729'
a
3' (W) DOOR
FFE=727.27' /
3' (W) DOOR
FFE=727.22'
/
/ j / / 10" BLOCK WALL
/ +4'(H)
0
@0
II
- I
I
II/ I
'lf
} I �
WOODEN
PLAYHOUSE
3' (W) DOOR
FFE=725.21' /
/ I
3' (W) DOOR FFE 7DOOR SHED I I
FFE=725.24' I I I
k II
"NO PARKING / I I CURB WIPE
FIRE LANE" SIG DOWN
It
"NO PARKING I I
FIRE LANE" SIGN Ij
12' VEHICLE X TIE TO EXISTING-, I
X CHAIN LINK FENCE I'
ACCESS GATE I I
I I UGP
4' CHAIN LINK FENCE
27 R5' R2.5'
\ TIE PROPOSED ASPHALT TO EXISTING
X 6' 9' ( ) \\`� PAVEMENT IN ACCORDANCE WITH
SPACE TO TYP. CURB WIPE j \�\�\ REPLACEMENT DETAIL (TYP.)
DOWN
BE STRIPED
18,
--I
S PEDESTRIAN ACCESS o — --
WHEEL STOP (TYP.) SHE
PRESERVED D\\\\
CRITICAL SLOPES BLOCK \�
�X— — —X (TYPICAL) SHED \\
14' GATE
®Q �
� k
O /
I'STEPPED
BRICK WALL s'
x
z
j k
J I l
/ O
— 10" BLOCK WALL lx
l
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/ PID.- 08700-00-00-06400
JAMES F. POWELL, JR.
DB. 2246, PG. 461
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2-10612-0
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PROJECT NO: 593801
DATE: NOVEMBER 25,201
REVISIONS
DATE DESCRIPTION
2-6-20 COUNTY COMMENTS
LAYOUT AND UTILITY
PLAN
0 20' 40'
C4.0
PID:087BO-00-00-01300
MCLAUGHLIN LIVING TRUST i
ZONE: HS 1 '
0.70 AC I
\ � I
APPROX. LOCATION OF4" I
�\ \101. \ \ \ D.l. WATERLINE i
0 \ COMPILED PROPERTY LINE PID: 087BO-00-00-0 1200 i
MCLAUGHLIN LIVING TRUST
� \ /
30' PRESCRIPTIVE VDOT ZONE: HS 1
R. O. W. EASEMENT 0.72 AC i
a
i
PID: 087BO-00-00-01000
/ \ \ MCLAUGHLIN LIVING i
TRUST CIO DANIEL H
MCLAUGHL IN & TERESE N
MCLAUGHLIN
ZONE:HSI �
0.91 AC
11 716^ APPROX. LOCATION OF
- - - - _ _ _ _ _ ' ��� \ l l �\°� / ' ` _\ D. I. WATERL INE
725-
OHP 15'PRESCR/PTIVE VD07` VD4TER
-= VALVE(3
/�,i�-— ,,�- - UGT � =` �`,, /+\\� \\\ \\ R.O.W.EASEMENT — —
\ — �_ _
PROPERTY L.IN>= / `-
' :z \ _ 3 `� \ \ , \ oop �' i- PID: 087B0-00-00-010A0
P (/GT ,,' \ \L 1 + f COUNTY OFALBEMARLE
SCHOOL BOARD
- - - - \ SD - 706, PG. 49-T00
�_,- R - 280' .17AC
00
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/ ON
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�0� ADDITION
OR If
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13
/ // // // //
Nh / / / / / / _ 14' GATE
rcrel
rchu
735
735
730
730
H
IGHT OF EYE
= 3.5'
280' - SDR
725
—
725
EIGHT
OF
/
—
OBJE
T = 3.5'
SDL - 280'
/ /
/
\
720
\
720
PROPOSED
GRADE
715
EIGHT OF OBJECT = 3.5
/
715
/
710
/
710
/
EXISTING
/
GRADE
705
/
705
700
700
695
695
690
690
9+50 10+00 11+00 12+00 13+00 14+00
SIGHT DISTANCE
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
15+00
16+00 16+50
5
0 50
PROFILE SCALE
15+65.58
SCALE 1 "=20'
0 20' 40'
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PROJECT NO: 593801
DATE: NOVEMBER 25, 2019
REVISIONS
DATE DESCRIPTION
2-6-20 COUNTY COMMENTS
SIGHT DISTANCE PROFILE
411
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APPROX. LOCATION OF 4" , NOTES:
D.l. WATERLINE I I 1. UNLESS OTHERWISE SPECIFIED, ALL
COMPILED PROPERTY LINE PID: 087B0- 00- 00- 01200
FOUNDATION DRAINS SHALL BE 4" PERFORATED
\ ` � MCLAUGHLIN LIVING TRUST
30'PRESCRIPTIVE VDOT PVC PIPE. FOUNDATION DRAINS SHALL TIE TO
_ \ ZONE: HS 1
R.O.W EASEMENT 0.72AC ' VDOT CLASS Al ' THE NEAREST STORMWATER CONVEYANCE PIPE
CHANNEL RIPRAP I ACCORDINGLY.
OUTLET PROTECTION. ; 2. ALL ROOF DRAINS SHALL HAVE A MINIMUM
WIDTH 1 = 3.75' I INVERT OF 2.5' OUT OF THE BUILDING AND DRAIN
��0 EXISTING ROADSIDE I WIDTH 2 = 6' AT A MINIMUM 1 % SLOPE TO THEIR TIE IN POINT
LEVEL SPREADER, 26' WiDT \ \ \ DITCH A LENGTH = 8' AND MINIMUM 2' OF COVER.
DOWNSTREAM GRADE FLUSH
_(SEE SHEET C6.0 FOR DETAIL) DEPTH = 18" PID: 087BO-00-00-01000 I
/ I , WITH TOP OF WALL. - - - - - - _
TOP OF WALL ELEV = 711.39' ' - - - - _- - _ _ _ _ 1 / r�"� MCLAUGHLIN LIVING i
SEE DETAIL ON SHEET C6.0 1 pQ- - - - _ _ _��� , I I I \ •� ,�'\�` � TRUST C/O DANIEL H
r ,� MCLAUGHLIN & TERESE N
MCLAUGHLIN
10 / / - _ -_ _�_� !; I I �1 ZONE: HS 1
pNQ� /203 _-_ == I / \ 0.91AC
coEP APPROX. LOCATION OF4"
D.l. WATERLINE
ro
10
^� iOC�!CR090
201 / N 72204
-
/ 12" R�P / 725 - - _0 _ \
202 / //' 1� 722 - _ `�VVV=720,73'
102 / , _ \ \ ONP 15' PRESCRIPTIVE VD'OT' WS9 TEFv!
R. O. W. EASEMENT- -
/ -COMPILED PRBPEF?TY LJN>E ` -
/ / OHP \ - - - - i PID: 087BO-00-00-01OA0
/221 /- �F / / // UG7 723 101 / 103 `�;<= \ `> \EPCOUNTY OFALBEMARLE
SCHOOL BOARD
DB. 706, PG. 497
CO P H - _ T
O
7?5
�2� REGRADE CHANNEL TO BE V DEEP WITH 3:1
SIDE SLOPE. PROVIDE 18" DEPTH OF VDOT 6
, / STANDARD CLASS Al BROWNSTONE RIPRAP
r / % v _ ON NON -WOVEN GEOTEXTILE FABRIC _ _ _ - -
I / / RECESS�`BELOW FINISHED GRA® -
0,0.08700-g0-00-060A0� 726
/ r UNTYOrtALBEMAR E l I / / Opp ^ 212 r `725 ,/ �' (SEE RIPRAP`_iANNELJDE-TAIL SHEET 0) ` \ I o '
/ , r SCHOOL BOARD 1 / - - -
,' B. �08, PG. 503 / l / l / / `� %214 725
/2.88 AC l // l / / / o `� / I CONTRACTOR TO RE -GRADE ALONG EDGE
�O�P / N ALTERNATE BUILDING 21 / OF ASPHALT, CREATING SHOULDER
ADDITION , I DRAINING DOWN TO RIPRAP CHANNEL
' �� 2 :
/ ROOF DRAIN i \ 16 �m ` , - I -CO
CONNECTION/
O�\P / // TIE ROOF DRAIN FROM ADD AL CLEANOUT (TYP.) � � � \ I \ a � O
I I \ i
Av�
10 ADDITION TO STORM PIPE 223 / 217 2 /
ROOF DRAIN ROOF DRAIN CONNECTION \ �9
CONNECTION ?^G \ 7 L _
P / / 223 / � ETBAC/f \
N 00r/ o / / // �"� _ CLEANOUT (TYP.) 1
.\`� ?yCSP'9CES \\ '�, / 'mod'•
P // rah 14'GATE
0\Ao 224 ) = �: I
225 II=1 _CONC -� CG / CO
- -III1 226 ROOF DRAIN /
CONNECTION
15
72 �
I / O I III i 6' (W) DBL. DOOR / / ® N / \
FFE=727.28'
O\AP / / O / / / / / 1= / 0 I 1=1 I 3' (W) DOOR I 4"X 4" STEEL
/ I =11 FFE=72718' COLUMN TY�
,SEPTIC I IIIIII /�f )
, / / r / I1=1 / COVERS/0 I 1=1 I
I11111 / (4)
� II- 3'(W)DOOR
-III "
P.lD: 08700-00-00-06 Z00 / 1�� / / / I=1 I - I=1 I / 111= a FFE=727.28'
-II II=1 I -I
r /C`OUNTYOFALBEMARLE / / o r / / , _ _=11 II /=1 , _ i _ 'C
SCHOOL BOARD / =o / / / / - _ -III-1TI-IIIIII11 IIIIII I / REFER TO MEP PLAN 1' STEPPED I
/ 'RED HILL ELEM SCHOOL" r \
-111=111 ry 1- \ FOR DRAINAGE AND BRICK WALL
/ / DB. 504 �'G. 343 h SANITARY SEWER
/ , , , / -III= , II 111=111=11 II
4r55 AC i / / /=1 , -=1 1= i I-
/ III III -III =11f INSIDE COURTYARD
= I I I -III-1 =
AND UNDER BUILDING
3' (vv) DOOR I r (D I x
FFE=72722' II \ _ f v � / A
/ - -- --- v
3' (W) DOOR
FFE=72723' 6' (W) DBL. DOOR
_ (IIIIII 11=11 _ - \
-I `�,n.�' I 1=1 I I I 1=1 I I FFE=727.20'
SEPTIC �
COVER 1=11 II=III=1T / I / _ 3 X /
/ I=1 111= 1=III=III- / ► i � I r
/ _ _ - _ 3' W DOOR l O
II I I (�) =1 I I ° -I 11= =1 I I-1 O 6' (WJ DBL. DOOR METAL � \ _. 1 i �-__ _ a j , SD INLET W/GRATE
11 1111111111- FFE=725.24'
III IIIII--- I I1 I h`' FFE=727.24' ^ STAIRS / I TOP=726.35'
!NV OUT= 722.35' 12" RCP (SW)
O / m 1= 3' (W) DOOR
I
r� co r r l FFE=725.23' \ /
729
\ 1 I I I 'l r I -I -I \-III=1=1 ° / / --- - - ---
6' (W) DBL. DOOR 6' (W) DBL. DOOR \ ,/ / I / s
3' (W) DOOR FFE=725.2T ry�
FFE=72729' ` -_- - o
FFE=725.24'
\ I 1 I \
I I I I \. � ° . " ° ICI I ^ 3' (W) DOOR �� � I 3' (W) DOOR
\ 1 1 I I I I SANITARY DF. JU/V'CTION BOX, \I - FFE=725.24' 6' (W) DBL. DOOR / FFE=727.27'
(FLAGGED BY OTi ERS (TYP I _
1=1 I I-- . FFE=725.23' 4 \ 3' (W) DOOR /// / 1 / X / SD INLET W/GRATE
TOP=723.16 � FFE=72722'l� I INV IN = 720.95' 12"RCP NE
3' (W) DOOR _ ., \ I _ _ - - _ ( )
1 1 \ I 1 FFE=723.20' 10"BLOCK WALE f INV OUT - 720.64' 15" RCP (SW)
1 I
1 v r
1 1 \ \ \ 11 I N 3' (W) DOOR 3' (W) DOOR \ / +4'I (H) ^
FFE=723.20' 6' (W) DBL. DOOR FFE=725.23' 8
FFE=725.26' 0 II i I / _ / - 72
\ \ \ \ / 10" BLOCK WALL
�Qu II i I Al SDMH
\ \ \ I II +5 (H) / I I TOP= 725.79'
INV IN= 720.16' 8" PVC (NW)
\ \ \ "� ^ ' �! r CURB I I / z INV /N=720.17' 15" RCP (NE)
\ \ \ ti - 1 LEVEL I I / _ \ I INV OUT= 720.01' 15" RCP (SE)
3' (W) DOOR CINDER BLOCK FACILITY I I / - �,
r
I
FFE=719.24' "REDHILL ELEMENTARY
SCHOOL"
727 '
3' (W) DOOR � I WOODEN
kLAYHOUSE
FFE=725.26'
C� /
3' (W) DOOR 1 726 - - - i
\ 1 I k PID: 08700-00-00-06400
FFE=725.21' / I \ I i/ JAMES F. POWELL, JR.
I \ I I DB. 2246, PG. 461
r
\ \ \ \ \ \ 1 1 1 1 11 11 I I \ \ \ ° 3' (W) DOOR 3' (W) DOOR SHED
^9v i\ . 1 Q FFE=725.24' FFE=725.25'
v A vV v 8" PVC V 11 1 IV I \ �j ` \\ �) _ _� . II x- _ XJ I I LOWER MANHOLE TO
\ BE FLUSH WITH--____/
\\ \ 1\INV=1713.3\4' 1 1� \ \ I r��\ \ ` \ \ \ // I \ / I I GROUND I I
� _
1724 �
V A \ III -UGP - ` / ' (�
III - / SDMH
TOP= 724.21
INV IN=719.36' 15" RCP (NW)
INV OUT= 719.28 15 RCP (SE)
\ \ \ \ \ \ \ IN'V=712.82'
\ \ \ \ \ \ \ \ \ \ \ \ `,-I-723
EP
- _ _ - _ --- __
l / v
-720 �� ` -
X= \ �`- PRESERVED
_ _ \ _ _ X - CRITICAL SLOPES BLOC �� - I
\ \ o \ \ - _ \ 71g _ _ _ - T �X� - (TYPICAL) - - - J Sy K 1 \` SD CURB INLET C0
\ \ \ - - - - - - - - - E - - - - - o
(3j
\ \ \ \ L .` \ -`-718 - --- X� ��� TOP=722.26 ,
\\ o \ \\ \\ \\ \ \ \ \\ \ �` \� �\ ------ \----- _ \ ---_��X\\\ INV OUT=718.2515 CMP(SE) z
\ \ \ \ �X `\ \X
/ / SCALE 1 "=20'
NOR
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PROJECT NO: 593801
DATE: NOVEMBER
25, 2019
REVISIONS
DATE DESCRIPTION
2-6-20 COUNTY COMMENTS
GRADING AND DRAINAGE
PLAN
C5.
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APPROX. LOCATION OF 4"
\ I
D.I. WATERLINE
COMPILED PROPERTY LINE PID.• 087BO-00-00-01200
MCLAUGHLIN LIVING TRUST
30' PRESCRIPTIVE VDOT ZONE: HS1 I
R.O. W EASEMENT 0.72 AC
71 3 ' MATCH EXIST.
±717.60 /
TC 720.98
,000P/L-ED PROPERTY LINE ' , , - - - �_� �✓ r
�?2.99 r G
U TI,C 724.06
723
fP� Of WAL-L=-7'13.59 / / TC 721.65 723.35 T
SUMP713.09
P
o0/ 721.75 / � - � °''. ° TC7 .1E
/'PIO. 08700-90-00-060A0I
00UNTYOrtALBEMAR4E o\AP / ^ 725.94 725.94 'TC 723.57 r 72
SCHOOL BOARD l / I /
/ / / � A11� / Ell723.30
DB. �08, PG. 503 / l I l / / / N ,N a
/2.88 AC SUMP 713.09 / / / c\1 N TS 725.82
ALTERNATE BUILDING
ADDITION FFE 725.94 /
725.92 / J/
/ /
o\AP / / / / \725.94
/725.94
11110
725.94
09 // / / / �`� 725.87 ^ r
o ^� / / / FFE .�J4 '
r / / / 727.23 --
I I /
r r I ! ,� 0\�P / r r / / / // / \ 725.83 FFE727.28 I
725.94 �
o\AP o
1p / o\A? / / r r / / / / // -I ICI I I F7 II I11 FFE 725.94 r
/
726 �---
Ell725.83
o\A? / / / / O / / / / = 7 O O ' = 3' (W) DOOR
FFE=727.18'
MAINTAIN 2% CROSS r IIIIII / SEPTIC O IIIIII
SLOPE (MAX.) A6OSS , r -I / COVERS/ O I =11 GRADE 726.93
HARDSCAPE / r IIIIII / (4)
1
P.ID: 08700-00-00-06WO r 1�L� r 1=11- =1 726.92/ - GRADE 727.22
r r
leOUNTYOFALBEMARLE r r o
i
r SCHOOL BOARD r -o / / 11=III=111- III I I
'RED HILL ELEM SCHOOL - 1=1 �O I
-
III=III fl ry 1- MATCH EXIST. GRADE
DB. 504r PG. 343 / / I I 1 I I I I I =1 I I � I I I I I I I I I h � I I I I I 727.05
BELOW WINDOW
4155 AC
IF 11=1II-III-I11=i
3' (W) DOOR
MAINTAIN 2 iCROSS FFE=727.22'
=1I1 1- 1 1-1 111=1II=
SLOPE (MAX.) ACROSS r-+1=1I1=1 I1=111- I1= : ° I1=1I I- 3'(W) DOOR
HARDSCAPE =I=III= =11
=1 I I1 I I- I1=1 -1 Ili 1=1 I ° ' a ° a FFE=72723'
724.97
I-
/ II CQVER 1=11 11= I M i 11
I- - 1=III=III-
3' (w) DOOR
/ / r I iI�III=1I / 11= 1=111=III=111- �' FFE=725.24'
• � r r r r i=1 I I=1 I I -I :, e• IIIII--- I I1 I h`'
O IF3' (W) DOOR
h r=1I-II r II=
FFE=725.23'
N1 ' ' `-I=III-I II�1
1 �\� o I III / 11= / � 724.98
MAINTAIN 2 /o CROSS ,-I -I \ 1=III=111=1II
SLOPE (,MAX.) ACROSS I II I 11= II=III 1 � 6'(w)DBL. DOOR
HARDSCAPE 3' ("W) DOOR FFE=725.29'
I I FFE=725.24'
, , ICI 3' (W) DOOR I
\ I 1 I I I SANITARY DF. JU Ti CTION BOX, \ t�l - FFE=725.24' s' (W) DBL. DOOR /
\ 1 1 I I I I FLAGGED BY OERS (TYP I I- 722.94 s
FFE=725.23' \
I I I I III l I ILI-
\
FFE=) DOOR - =
1 I \ 1 I I o 3' (W) DOOR 3' (W) DOOR
\ \ \ 1 I N
FFE=723.20' 6' (W) DBL. DOOR FFE=725.23'
FFE=725.26' 0
\ \ \ \\ 1 / I \ \ L: C
1 LEVEL
3'(W)DOOR CINDER BLOCK FACILITY /
FFE=719.24' "REDHILL ELEMENTARY
718.95 - ° . SCHOOL" 1
Col t
721.83
FFE 721.93 53 721.WOODEN
N 3' (W) DOOR
FFE=725.26' j LAYHOUSE
721.83
Av�II i l / I \ 11 Q 1 3' (W) DOOR j 1
FFE=725.2 P
719.20
\ \ \ \ \ \ 1 1 1 \ 1 1 I I \ 1 I - 3' (W) DOOR 3' (W) DOOR SHED
\ \ \ \ 1 1 I I I \ I I \ 71�8.98 / ^ti I ��\ FFE=725.24' FFE=725.25'
1 I 1 \
721.
719.48 721.80
MATCH EXIST. \ ` \ MATCH EXIST. I \
\ \ \ \ ±719.23 I _ ±722.61
\ \ \\8" PVC I \ \ \ \ /
\ \ \INV-\713.34' \ ` \ i rir\ I \ \ \ / MATCH EXIST.
\ \ \ 1 \ 1 rr \ \ \ ±722.33 I ��
MATCH EXIST. a
7±719.26
X
\\ \\ \\ \\ \\ \ \\ \\ \ \\ \\ \\ INV=712.82' \ \ \ ` \ \ \ / \ \ \ \ '2 \
x21
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\\ \ \ I I \ \ \ \ •' \ �\-- \\ � \\\\\\--____- -720 � � \x = ==X\ �-_--_ PRESERVED
- - - - - - -_ ----
\ I \ \ \ \ o - 71g _ _ _ - T �X- \ CRITICAL SLOPES
_ (TYPICAL)
\ \ \ \ \ \ - - - - - - 718 _
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PID: 087BO-00-00-01000
MCLAUGHLIN LIVING i 000
TRUST C/O DANIEL H N
MCLAUGHLIN & TERESE N Q
MCLAUGHLIN Z
ZONE: HS 1 I
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SCHOOL BOARD
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TOP=726.35'
INV OUT= 722.35' 12" RCP (SW)
SD INLET W/GRATE
TOP=723.16'
INV IN = 720.95' 12" RCP (NE)
INV OUT = 720.64' 15" RCP (SW)
SDMH
TOP= 725.79'
INV IN= 720.16' 8" PVC (NW)
a INV /N=720.17' 15" RCP (NE)
o INV OUT= 720.01' 15" RCP (SE)
O
PID: 08700-00-00-06400
JAMES F POWELL, JR.
DB. 2246, PG. 461
0
SDMH
TOP= 724.21 '
INV IN=719.36' 15" RCP (NW)
INV OUT= 719.28' 15" RCP (SE)
SD CURB INLET
TOP= 722,26'
INV OUT= 718.25' 15" CMP (SE)
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PROJECT NO: 593801
DATE: NOVEMBER 25, 2019
REVISIONS
DATE DESCRIPTION
2-6-20 COUNTY COMMENTS
GRADING SPOT SHOTS
PLAN
SCALE 1 "=20'
NOR
0 20' 40'
C5.
1
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00
N
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216: 6 " Cleanout 214: 6 " Cleanout 222: MH-2 >
b
STA 10+33.60 STA 10+31.36 222: MH-2
STA 10+19.31 b
102: MH-2 TOP 725.88 TOP 725.47 TOP 718.92 STA 10+31.36
STA 10+35.42 INV IN 723.34 (217) INV IN 722.84 (215) INV IN 715.60 (211) TOP 718.92 m rn
TOP 721.84 INV OUT 723.24 (215) INV OUT 722.74 (213) INV IN 715.15 (223.) INV IN 715.60 (211) z r-�
INV IN 718.58 (103) INV OUT 714.84 (221) INV IN 715.15 (223.) On M
INV OUT 718.48 (101) 212: 6 " Cleanout 224: 6 " Cleanout INV OUT 714.84 (221) ■ o
STA 10+73.99 STA 10+81.01 W Q
100: ES-1 for 15 inch Pipe 218: 6 " Cleanout TOP 724.87 TOP 723.40 202: MH-2 _
104: DI-21B 6 ft Throat STA 10+57.85 STA 10+00.00 INV IN 720.72 (213) 226: 6 " Cleanout INV IN 718.02 (225) STA 10+31.36 X o
204: DI-3B 6 ft Throat Q
STA 10+00.00 TOP 719.36 TOP 726.53 INV OUT 720.62 (211) STA 10+00.00 INV IN 721.43 (12 (1)) TOP 719.00 w ri U
STA 10+00.00
TOP 724.00 INV IN 717.92 (101) INV IN 724.70 (219) INV OUT 721.00 (14) TOP 725.83 INV OUT 717.92 (223) INV IN 713.36 (221) Lu v)
INV OUT 719.32 (103) TOP INV OUT 723.54 (217) INV OUT 720.86 (225) INV IN 714.68 (203) U j coU
INV OUUTT 715.62 (203) Cn
INV OUT 723.50 (227) INV OUT 711.64 (201)
735 735 735 735 740 740 740 740 Y c _
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U) W -r
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730 730 730 730 735 735 735 735 o d 0
202: H-2
STA 1 +31.36
TOP 719.00
PROPOSED INV IN 713.36 (221)
GRADE INV IN 714.68 (203)
725 725 725 _ OUT 711T �?01) 725 730 730 730 730
PROPOSED
EXISTING PROPOSED GRADE
GRADE GRADE 200: S-1 for 12 inch Pipe PROPOSED
STA 0+42.76 GRADE r EXISTING
720 720 720 [TOPF12.23 720 725 EXISTING 725 725 725
\ INV IN 711.07 (201) \ IRADE 4
103 �
3 .73' OF 101 21 14 215 \
1 RCP 22'43' OF 19.31' O 6„ 29 OF
715 @ .04% 15 RCP 6" HDP yDTE \
�' C 715 715 715 720 720 720 720
" `•J ° �. p
3 \ 226,L'I
VDOT STD. 1 •36' OF 213 87 07
CLASS Al @ I RCP EXSEEISTING 40.39' OF 700 277 all
h,Op
PLAN SHEERIPRAT C5.0 �6� GRADE 6' HDPE �pFF @3'S0 F
710 710 710 710 715 @ 5.00% O 715 715 �4' 715 \ �.
11.40' OF @ 3. OpE 2 _ 201 U C�JAIGW J. I�OTARSKI
LEVEL 27 L1C.I�t0. f7402048507
12" CLASS IV RCP SPREADER �244 OF 0
@ 5.00% 2„RCP 2/0(0/20 Q< .
705 705 705 705 710 710 710 @ 3 S8� 710 s70ALr"�
9+50 10+00 11+00 9+50 10+00 11+00 12+00 9+50 10+00 11+00 12+00 9+50 10+00 11+00 12+00 12+50
STR104-STR100 PROFILE STR204-STR200 PROFILE STR218-STR222 PROFILE STR226-STR202 PROFILE
HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5
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PROJECT NO: 593801
DATE: NOVEMBER 25, 2019
REVISIONS
DATE DESCRIPTION
2-6-20 COUNTY COMMENTS
iMSTOR7MWATER PROFILES
C7,0
1----------------------- N pF RTY L E 1
1 --- -- 1 LpCATIp 4 ED PRpPE IN pT 1
'' -------------------------------------------- 1 APPRATERLINE _ cpMplL SCRIpTIvF VD , --
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LOCATION OF 4„
APP►. ROWA T'ERLINE
- - - -- -- ---- D.
---_- - - -_ --- /--------- - - - - - -----
PLANT KEY
TREES
BOTANICAL NAME
PLA OCC
PLATANUS OCCIDENTALIS
EVERGREEN TREE
BOTANICAL NAME
JUN EAS
JUNIPERUS VIRGINIANA
VDv'
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SCALE 1 "=20'
NOR
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CONSTRUCTION
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PROJECT NO: 593801
DATE: NOVEMBER 25, 2019
REVISIONS
DATE DESCRIPTION
LANDSCAPE PLAN
Li mo
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUTAWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP %3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE — STAKING SPECIFIED
NOT TO SCALE
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP % OF BALL
BACKFILL PLANTING PIT WITH
NATIVE SOIL. INCORPORATE
SLOW -RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES
OF PIT
SHRUB PLANTING
NOT TO SCALE
NOTE: STAKE EVERGREENS 6' OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
SET ROOTBALL FLUSH TO GRADE
OR 1-2" HIGHER IN SLOWLY
DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH
SOIL. ROOTFLARE SHALL BE
VISIBLE ABOVE FINISHED GRADE.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
III III - III I �
B&B CONTAINER
3 X ROOTBALL
DIAMETER
EVERGREEN TREE PLANTING — NO PIPE
NOT TO SCALE
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ROOT BALL
12 GAUGE GALVANIZED WIRE
3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6"SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6"SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
PRUNE CODOMINATE LEADERS
RUBBER HOSE
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
2"X2" HARDWOOD STAKE
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN 18" OUT
FROM TRUNK AND OUTSIDE OF ROOTBALL
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP %3 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
1" COMPOST LAYER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
2-3" MULCH LAYER, MULCH TO EDGE
OF DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
6"SAUCER
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
PLA OCC
1
PLATANUS OCCIDENTALIS
AMERICAN SYCAMORE
2.5" CAL.
B&B
EVERGREEN TREE
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
JUN EAS
13
JUNIPERUS VIRGINIANA
EASTERN RED CEDAR
6'-8' HT.
B&B
INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS
* per Sec. 32.7.9.6 of the Albemarle County Code
REQUIREMENT
PARKING LOT AREA
CALCULATIONS
REQUIRED
PROVIDED
5% GROSS PARKING AREA
4,522 SF
4,522 x .05 = 226 SF
226 SF
505 SF
INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS
* per Sec. 32.7.9.6 of the Albemarle County Code
REQUIREMENT
PARKING LOT SPACES
CALCULATIONS
REQUIRED
PROVIDED
1 LG. OR 1 MED. SHADE
TREE PER 10 PARKING
9 PARKING SPACES
9/10 = .9
1 LG. OR MED. SHADE TREE
1 LARGE SHADE TREES
SPACES
GENERAL NOTES
PRE -CONSTRUCTION
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• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
PROGRESS
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
PRINT NOT FOR
BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
CONSTRUCTION
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH
PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS
CONSTRUCTION/INSTALLATION
�PLTH OF1f1
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
�f
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
Hf
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
NK W, I C�JIII
"AMERICAN
wo. 14
CONFORM TO ANSI Z60.1 STANDARD FOR NURSERY STOCK"
�
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
y 02/06/20
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
PE
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AR
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
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• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
O
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
C:)
CONTRACTOR
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
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PROJECT NO: 593801
DATE: NOVEMBER 25, 2019
REVISIONS
DATE DESCRIPTION
LANDSCAPE NOTES AND
DETAILS
L2,0
The Stofx:o Area light features energy salting LED technology ideal for
pole mounted area lighting applications. The Area light Is available
with Type 3, 4and 5distributions In three lumen packages, providing
up to 26,000 lumens.
Ordering gulde
Pretest:
Lnr.*brr
satrap:
TYPs
Nam,
Example: AL-154-NW-Ai-AR-3-1-15Z
LunlneFa
wbttega
LEDCakrr-Ganaretlan
DkMbution
Contre&
Fill"
JIL
H4M-GS
IMoouundd%
(Wcmga
BZ
AL AraaLgIt
100 i3C'N
H/:-G1 Mcu1ralWh11o.40:10F.,,
AR' AmMOLnbns
3 T4po3
a 120-27T'001Cs
- IIDmoUanscasw
BZ Biuma
190 150N
7Q,=Fd, Gonoralpn I
4 TYF94
IMRI'Mollonsudor'
206 2CAW
5 py pDS
t Mo urks sea s7i are pda Ada pie rl ndudQd la r4' r•_and Fran.
2. IMHI Is xralaW with AL-200 Lye Fw 3 aDJ 4 only.
Procluct Speclficuatlons
Housing
Aluminum dle-east housing with
attachable arm. Arm has removable
coverfor ease oTwire -acnn&,-tGxl.
I Rating
LED light engine rated 11368. Driver
cm- artment rated to IP86.
Vlbration Realstance
3 s Abration rating that conforms to
standards set forth by ANSI C136.31.
Testing lincludes vibration to 3G
acceleration in al I three axes.
Electrl(:sl
Driver efflciency(>90% at lull load].
Available 1n 120-277V. IP66 compliant
driver. fboHS compliant. Surge
protector standard. 10KA per ANSI/
IEEE C62.41.2.
LED Board and Array
140, 216 or 200 LED&. Color
temperature 4000K, +/- 250K.
Minimum CRt of 70. Metal core
substrate.
optical Syfftein
Type Z. 4. and 6 dlrstributlons
available.
LED Thermal Management
The h oueing design allows the one
pleca housing to provide exoallent
thermal msnagament crltical to Icing
LED system Rfe.
IrnTaired Motion Response
Integral IMRI modulele a passive -
infrared (PIR) mc4:ton secs r
mounted Integral on drlaw anclosure
and isavallatilawith asensorIone
type to accommodate mounting
he1ghts up to 40-and occupancy
coverage area up to 2.000 eq.ft (60'
in diameter). Motion response for
option IMRI let Bet operates In the
following fashion:
When motion Is detected by the PIP,
sensor, the luminalre goes to full
po"r/ light output.
Dimming on low i6 factory set to 30%
with 5 minute default In "full power'
prior to dimming track to low. When
no mctlon la detected for 5 minutes,
the motion response system reduces
the wattage by 7OV,, to M% of the
normal conz1 ant wattage reducing
the light laval.
Stonco_Are-aLightSpeaSheet w w.etonco aom CW19 pogo l of 2
cc
0
CD
N
O
N
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N
Mounting
Standard lumInalre arm mounts to
vquare poles. Round pole adapter
Included with every lumine1re
designed for 4' OD pol ea.
Erisrusa'ing Be1161n
System efficacy up to 1261ms e W with
elgnlficant energy savings over, Pulse
Start Metal Halide luminaires.
Usti ngs
UL/cUL rated to the UL 1598
standard, suitable for Wet Lcnatlons.
SultatY a for use in ambient from -401
to 40 C (-40" to 1WF).
All productconfigurattona are
DesignLtghts ConsortlumO quanfTed.
Finish
Each luminalre recelvesaTadeand
abrasion resistant., electrostatlGal ly
appned, thermally cured, trlglycfdal
leocyanurate (TGIC) textured
polyester pownderooat finish.
Standard color is bronze (BZ).
Limited warrarO
Lumirlglres, LED arrays, and
drivers are all covered tri' a 5-year
nmlted warranty see phnlps.corrif
warrantles for detalle.
11 Sri C : i U,i
AL100/AL150/AL200 LED Area light
Up to 26,000 lumens
LEDWaittage and Lumen Values
lawari
06mrl
Lean
Effie" Lawn
mlieeer
. , . •, ., -
tkdjil l'' SUC Rating
;t.r-W
4hAptn` a1FG "
; LPW' odlprrt
Bt km*
tLPN!
I
AL1aB-lAII-BFl6g W I m72 L}50K I 9Ei
IF3$ 63 iID'iyit
s^.W
- i3? 33 D& M 1
,Za 1 13,153
B4 Ih}GI
M
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Predicted Lumen Depreciation Data
Preffcted perfarmaircera-ived f oin. LED manuf=ure;'s data and en; Ineercrq des gr, estriates, based on IESNA LM-K methotI*logy. Actuai eiiperlence
mayvaryduetsfieldapplicationocrididoes.LTCIsthepreacted ImewnerAJDperroom; edepraclatesto7fir;csInldallumenout:pLLCalculatedpefIESKA
T'1412?-11. FutrIshed L70 hours Ilmtten to Stlrrss ectuW LEOtest hours
1 Redc9ad,Zcrkrm&,4c2darrwd'trcmLED ElmfF."rmtixoasadmESML11*813rwttr.,adaV
Adtal �ro'm m��aryr rklo bo toiaapp�lon caodboLt:
2. LA7 a lha pK4c'ad Caro Nan L. EC pwfa meem 0.^a7a M%al:nRMI l.rr+ ..IAA; it
3 CYCLVtDd pc+lESNttM 21-n PLt�rScd1.7G.rirowslrlLd laGtrrras-achiet LED tat htitc
DimensiortE
ALIOO
M:IIJLU
AT 11D9mm]
10,3' 1432ma]
ALIN b AL200
Pale Top Fitter
03.6"
Pala Lap rrttsr tits 2-3/11 ao 2-1r70D A
4" death town for rip to 4 lunrneiam at 99:
Ordar Coda: Pl'T2-AI_150 VyL'e0G-t-9Cr9Z
oq.4r
[aUnrrl
2.6'
r64-1
rti] eQ B75'
i [w22mrn]
POLE DRiU T€MPiAi€
4.3' [1 min] I d l i l l l l l l l g i I„ _] LU►4N AW W1 1311T . 14 lba 161 kg]
LU14HAIRE Epp. , 0.40ft' [0.04 ml
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Photometric Report (Type C)
Filenarrs, s a120i1-nw-g1-4-B.ie4
(TESTLABj Ptandard-Tech Cc,. Ltd
[ISSiJELATE i 201'7-06-07 03: 50:05
tVANUFAC} SIGtiIIFY' STONCO
[L.0 CAT] iAL200-NHi-GI-AR-4-8-132
MUMTNAIRE; 157aNC0 AREA T.TGHT 1 TYPE ii QF7TC5
Maximum Candela = 79181,3148 at 60 H 65 tit
Classification:
Road Cl.a,ssifica:tioni Type IV, S:tort, N.A. (deprecated)
Upward Waste Light Ratite: 0,.00
Luminaire Efflr_acv RaLinl4 4.LFR_J : 122
Maxi:niam UG,R: N.A.- -
:ndoor r'Lassifiration: Direct
BUG Rating B3-UC-G3
LC9 SumuLry
LCS
Zone
Lumens
%lamp
'tLum
FL
0-30)
2383.2
N. A.
9.9
FN.
130-60)1
734e.1
N,A,
32,i
Fil
160-87>
4675.4
N,Ft,
19,4
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(80-90)
282.9
N.A-
1.2
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1684.5
N_ A.
7.6
BM
1-30-60)
4985.6
N. A.
201-1
BH
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2074,t
N.A.
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THIS LUMINAIRE IS A FULL CUTOFF FIXTURE.
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Lic. No. 046269
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PROJECT NO: 593801
DATE: JANUARY 27, 2020
REVISIONS
DATE DESCRIPTION
SITE PLAN
PHOTOMETRICS
- FIXTURE
CUTSHEETS
SPOm2