HomeMy WebLinkAboutSDP201100010 Plan - Approved 2011-05-12a�
0
M
n
Y
U
no
to
a
a�
W
0
0
�r
M
O
HOLLYMEAD ELEMENTARY
BUS
CONTACT: MINOR SITE PLAN AMENDMENT
COUNTY OF ALBEMARLE, VIRGINIA
wig, I
VICINITY MAP
CHARLOTFESVILLE, VA 22902
•
TELEPHONE: 434-975-9340
/ II i •
I us
ubm- Is
i niii r , r • •
ALI
Sheet Index
Sheet Number
Sheet Title
C0.0
L
C1.0
HOLLYMEAD ELEMENTARY
BUS
CONTACT: MINOR SITE PLAN AMENDMENT
COUNTY OF ALBEMARLE, VIRGINIA
wig, I
VICINITY MAP
CHARLOTFESVILLE, VA 22902
•
TELEPHONE: 434-975-9340
/ II i •
I us
ubm- Is
i niii r , r • •
ALI
Sheet Index
Sheet Number
Sheet Title
C0.0
COVER
C1.0
LEGEND AND NOTES
C2.0
EXISTING CONDITIONS AND DEMOLITION PLAN
C3.0
LAYOUT AND UTILITY PLAN
C4.0
GRADING AND DRAINAGE PLAN
C5.0
SITE DETAILS
C6.0
PROFILES AND STORMWATER MANAGEMENT PLAN
C7.0
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
C7.1
EROSION AND SEDIMENT CONTROL PLAN - PHASE I AND II
1-1.0
PLANTING PLAN
L2.0
LANDSCAPE DETAILS & NOTES
L3.0
PHOTOMETRIC PLAN
RFQ# 2011-05053-28
PROJECT , R • r
OWNER'S REPtRESENTATIVE:
NEALE CRAFT
DEPARTMENT OF FACILITIES DEVELOPMENT
COUNTY OF ALBEMARLE
401 McINTIRE ROAD
CHARLOTTESVILLE, VA 22902
(434) 872 -4501
FAX: (434) 972 -4091
ARCHITECT:
JAMES R. BOYD,, AIA
HEYWARD BOYD ARCHITECTS, P.C.
111 WEST HIGH STREET
CHARLOTTESVILLE, VA 22902
(434) 296 -5353
FAX: (434) 296 -5353
MECHANICAL/ ELECTRICAL ENGINEER:
THOMAS A. ROC'HECHARLIE, III, PE
SIMMONS, ROCHECHARLIE, & PRINCE, INC.
8416 GLAZEBROOK AVENUE
RICHMOND, VA 23228
(804) 262 -7323
FAX: (804) 262 -0021
I
4.
dil I mftl I , I
FEB. 7, 2011
DRAWN BY
T. SEL ®ON
L
PLANNE ING FF
C. KOTARSKI
ENGINEERING
CHECKED BY
BUILDING OFFICIAL
J. HASH
ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAI L
o
ALBEMARLE COUNTY SERVICE AU
HORI TY
VIRGINIA DEPARTMENT OF TRANS
OR TA TION
HEALTH DEPARTMENT
FEB. 7, 2011
DRAWN BY
T. SEL ®ON
DESIGNED BY
C. KOTARSKI
CHECKED BY
J. HASH
r;
o
NA
Q
cc
E
8
v
IL
G.1 N
O
E
Z r : �h x
.' �NQ"
=
O
cn
pia
N
W
C1
y..
c
O
F-4 ,
Z
W
U
W
')
'_ 0'
® O ) ( co
>
w
V
N
C)
c
o
� M
>
C) � d.? U—
e�
4
w T- `
4
Q � �
Cj
In
�
tz
® N
n'- 4
I
�.
~
S
j
_®
G7
a
M
DATE
®
4)
FEB. 7, 2011
DRAWN BY
T. SEL ®ON
DESIGNED BY
C. KOTARSKI
CHECKED BY
J. HASH
SCALE
®
NA
SITE DATA:
ENGINEER: TIMMONS GROUP
919 2ND ST. S.E.
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434 - 295 -5624
CONTACT: JOHN HASH, P.E.
JOHN.HASH @TIMMONS.COM
TAX MAP PARCEL: 04681 -01 -00 -00100
LIMITS OF DISTURBANCE: 1.07 ACRES
ZONING: PLANNED UNIT DEVELOPMENT
MAGISTERIAL DISTRICT: RIVANNA
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP
1001 BOULDERS PARKWAY, SUITE 300
RICHMOND, VA 23225
PAUL HUBER, L.S.
804 - 200 -6500
BUILDING SETBACKS: N/A
PARKING SETBACKS: N/A
UNDISTURBED BUFFER: N/A
MAX BUILDING HEIGHT: N/A
BUILDING HEIGHT: N/A
BUILDING AREA: N/A
FLOOR AREA RATIO: N/A
PARKING REQUIRED: N/A
PARKING PROVIDED: 8 ADDITIONAL BUS SPACES
LOADING SPACES
REQUIRED: N/A
LOADING SPACES
PROVIDED: N/A
WETLAND IMPACTS: NONE
UTILITIES: N/A
DRAINAGE DISTRICT: NORTH FORK RIVANNA WATERSHED
DRAINAGE FACILITIES: BIOFILTERS
EXISTING IMPERVIOUS AREA = 0.47 ACRES WITHIN 1.07 ACRES DISTUBANCE AREA.
PROPOSED IMPERVIOUS AREA = 0.76 ACRES WITHIN SAME AREA.
LANDSCAPE REQUIREMENTS: N/A
THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS. NO CRITICAL SLOPES
WILL BE DISTURBED.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN.
LIGHTING: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 LUMENS
OR MORE SHALL BE A FULL CUT OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM
LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING
DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE.
0
O
m
0
v
o_
rl-
t°M
c
O
0
CL
RR!
0
z
w
C.i
J
r�
N
N
y
3
Im
N
w
°
N
GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE
PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING
CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.,
4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY
CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE
EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED
IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS.
5. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13.
6. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C -76.
PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT
STANDARDS AND SPECIFICATIONS.
7. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING
DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
8. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
9. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
110. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND /OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE
RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL
ACCOMPANY THE REVISED PLANS AND /OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED
BY THE ENGINEER.
11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS
OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS
DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND /OR UPON DISCOVERY OF ANY
UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1- 800 - 552 -7001. THE OWNER SHALL
BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND /OR PROPOSED RIGHT -OF -WAY REQUIRED
BY THE DEVELOPMENT.
12. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE
TRUNK LINES. (N /A)
13. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE
COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
14. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE
ADDITIONAL FACILITIES AS DEEMED NECESSARY.
15. 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.
16. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE
FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
17. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).
CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF
THE SURFACE COURSE(S).
18. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL
PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N /A)
19. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR
TO CONDITIONING OF THE SUBGRADE.
20. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN
ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
21. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING /MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS
A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT
MAINTAINED RIGHT OF WAY. (N /A)
22. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N /A)
23. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft. /ft.
24. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7,
THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N /A)
:25. OWNER WILL CONTRACT A THIRD -PARTY INSPECTION FIRM TO PROVIDE ON -SITE INSPECTIONS.
,ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
.1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
;2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALLTRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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. INSTALL INLET PROTECTION AND CULVERT INLET PROTECTION TO EXISTING
STRUCTURES.
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
6. 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.
7. 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.
8. 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.
9. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL
SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND
OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER
ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301
OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT
SHALL BE LIMITED TO THE HOURS OF 7 :OOAM TO 9:OOPM.
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. 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.
17. 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 -56/o 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.
18. 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 SHALL BE CLEANED AND REPAIRED
IMMEDIATELY.
19. 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.
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ROADS
T. SELDON
TRAFFIC STOP BAR
DESIGNED BY
®
C. KOTARSKI
STORM PIPE & STRUCTURE NO.
CHECKED BY
DROP INLET & STRUCTURE NO.
J. HASH
CURB
CURB & GUTTER
DRY CURB & GUTTER
�_ °: °: ?'� :• :•�° _._
PROPOSED PAVEMENT
PAVED DITCH
JUTE MESH DITCH
-•--
CENTERLINE OF DITCH
{
BENCH MARK
m_ m m® m® m
CLEARING LIMITS
-= R -1
VDOT STANDARD STOP SIGN
EXISTING CONTOUR
200
PROPOSED CONTOUR
+ 240 5
EXISTING SPOT ELEVATION
240.5 T C
PROPOSED SPOT ELEVATION
GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT.
THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND
STRUCTURES PRIOR TO COMENCING WORK.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800- 552 -7001)
PRIOR TO ANY ACTIVITY REQUIRING NOTIFICATION.
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM
THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,
SERVICE LATERALS, AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRIVATE BOOSTER PUMPS MAY BE REQUIRED. (N /A)
10. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER. (N /A)
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF
OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL
ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
(N /A)
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.
SEWER
- S ----% EXISTING SANITARY SEWER
WATER
lw - -- EXISTING WATER LINE
.-.. le W PROPOSED WATER LINE
---. -0 80 W PROPOSED VALVE
"ITT 8" w PROPOSED TAPPING SLEEVE
--�- PROPOSED FIRE HYDRANT (COMPLETE)
TC =TOP OF CURB
BC =BACK OF CURB
EP = EDGE OF PAVEMENT
N /A,= NOT APPLICABLE TO THIS PROJECT
GENERAL LANDSCAPING NOTES
PRE - CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.
TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER /WATER CONNECTIONS, NOTIFY LANDSCAPE ARCHITECT
OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE
ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT (MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT
MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN
STANDARD FOR NURSERY STOCK ". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON
AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INISTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS.
CO N STRU CTI O N JI N STA LLATI O N
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY
OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI 260.1 "AMERICAN
STANDARD FOR NURSERY STOCK ".
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED,
WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES /EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT
MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION
AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE.
INSPECTIONS /GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL
CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL.
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION
AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE
OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE
CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN
REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY.
+ REMOVE ALL GUY( WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
CONSERVATION MEASURES
• ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO
EQUIPMENT OPERATORS. NO LAND DISTURBANCE ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE
CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.
• HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIAL AND SOIL SHALL NOT BE PERMITTED
WITHIN THE OUITSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED.
• FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED.
• TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND
PROTECTED.
• ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED
IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS
INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST.
• SOIL WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED
BY PUNCHING HOLES WITH AN IRON BAR EVERY 18 " OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVE BACK
AND FORTH IN EACH HOLE UNTIL THE SOIL IS LOOSEND.TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY
EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN -UP.
MISCELLANEOUS
• CONTRACTOR TO CONTACT ALBEMARLE COUNTY BUILDING SERVICES TO HAVE THE SCHOOL OWNED UNDERGROUND UTILITIES
LOCATED PRIOR TO START OF CONSTRUCTION. 72 HOUR NOTICE REQUIRED.
Im
O
4r, d Cl NNW
C
°� j t'
u r, °-' d E
w ,M{ S N CO.
uj � u L Z
a f,� • 3
w
S2 ce
=: L U
4W cn
N w
in
� p z
C '-" W
w afi >
N co
un
(~j 0).- Imo- 4w
W ='0� C
+r t U
~ qj e M v oC
0 'S ai �° '(A a
Q > M C: w
Lo ul)
� t'O j
0 o Lo W
a
00 = 0 C
tV
cy) Q w
O' I- two
;
0
m
00
n
I
c
0
V
ID
41
Q
z
0
2
W
z
Q
F-
0
z
0
C.)
O
00
m
U)
Ld
Z
a)
6�
L
APPROXIMATE
RIGYi OF WAY PO WELL CREEK DRIVE APPROX
r vv
CORD 1521 DIRE
80'ROW
TOP=470,48'
CIL INV, =462,7�N
ASPHAL 91DEKIALK -1190- <OUSE
-------- ---
e-
.... ..... .
A�l
----- - IUG7-:
-z
r- TOP-4 9.85'
-4
... .... ...
64�00, APPROX.
------ ---- - -
........ . .
DOG H�USE DIREC TION
x
G-j-
x G
G-
+
&
'TOP=468,73'
1/1�=463.46(S)
INV I S 66"(E)
V
-463,45'
FZBER OPT.
REMOVE
A111ARKER
- SIDEWALK
18" N
COIFF
ROUS
- REMOVE
4"IWAPLE'-
TREE RELOCATE
LIGHT POLE REMOVE
SIDEWALK
REMOVE CURB REMOVE REMOVE
CP SPIX'E REMOVE i REMOVE CURB
AND GUTTER TREE LIGHT POLE AND GUTTER
EL=470.36' LIGHT POLE
4'CHAhV X <1 44ze 6 11 P Vrl —4 70-
FX-1-V = 76-8
LINKFENCLIE:',
r49 ru§�
Q i rA
ow- A
GA TE
UZ TER
--470—
VAULr 1
REMOVE REMOVE REPLACE EXISTING
CURB FIRE HYDRANT 'REMOVE CURB
ASPHALT
TREE`- REMOVE GT12,5' -5'
6" REMOVE AND GUTTER AIIAPLE
TREE TOP=469,08'
REMOVE CURB
• WIV 11V=465.58'
Z REMOVE 11VV. OUT= 465.33'
AND GUTTER
ASPHALT v-
G
SAWCUT
1k'N,9R=459.19'
61 ASPHALT V. W-
REMOVE 15 fo'4 PL IE INLET To 7 W
SIDEWALK
REMAIN
SAWCUT
-0
REMOVE G TI 891 ASPHA
TOP=469.53' 47
PEASE MH CURB i
A PPP% OX, REMOVE INV, OIJT=467-2�3
ASPHALT TOP 47 1..29' DIRECTION SIDEWALK
'L LIMITS
REMOVAL =
10,
11\�ocREASE MH
TOP=471.26'
GTI 2.5,V2.5'
DTI
TOP-469.41'
=469.43' WV IN=466.64(E)
FOP=470,98' =4.6701'
I I 1A1V..hVz--466.82(W)
A INV 0 =466,98' IN V, OUT=4656623'
F oo JAWCUTi
32' ASPHALT'
APPROX.
D/RECT101V
COUNTY Off' ALBS VIARLE
SCHOOLBOARD
D.B,489 PG. 381
PARCEL ID, 04681-01-00-00100
fir
a
ASPHALT
REMOVAL LIMITS
SAWCUT ± 89' ASPHALT
001/ 11/1
-*70-_
L
OTT 2 'X2.5'
TO = X69.40'
INV. 4L,177=46752'
SCALE I "=20'
20' 40'
JOI1r1 D. Z:
Lw o.
p.
S7
'a A
,
cri
c
0
w 0
uj v
g3
D-
Lu
>
Lu u-
La z
0
V)
w
A-, z
%= 0
C ui
> Z
Z
(D b co o
Lu
co u
65 (D
N
X: M
. 2) -,=
LLJ C
x
HE > m
LL U
Q
U) LLW
Lo Uzi
Lu Q
(D
C14
E
0 D CL
0- '%0'-
r-4
uj
>
DATE
FEB. 7, 2011
OUB
DRAWN BY
T. SELDON
DESIGNED BY
C. KOTARSKI
CHECKED BY
J. HASH
• SCALE
1"=20'
LL
LL
0
13—
0
a:
V)
Z
0
0
z
0
-0 C
c
c
0
z
z
3. 0 c
0
—J CL
z'
-q o 4) x
0
uj
0
0
z z
<
0 0
U
LLJ o 0
Z E
o
u
< C 41
U4)
U) (L 0
Lu ::) 0
co P.-I 0 L-
>
<
z
0 < Z
0
m
m c
F- U
(0
29
uj z4j 0
L- .
L.0 4z
0 c
.2: 0
uj x 0)
0
g
4
uj C) 0
c
41
C :3
0-0
E
m—j I
0
Q
c:
.2
0 >
0
JOB NO.
31149
C
SHEET NO.
C2
at
0
I.
F
............. - < - - ". ]5'IUJAYKC -. ... ......�..............
...
.... 1 E. .. E.. 1 .`.
EXTEND 6" DIP WATERLINE < 24 Lyn, jl 470 —T'I
GREASE M11 AND INSTALL COMPLETE �,q
A`P<PRG.Y.i 1 <
............. "' �1 TOP = 47129' FIRE HYDRANTYw4SEMBLY ptREC1'70N � � 1 _ _ _ -- — _ .................. Ca -- — - --
GREASEMH <r. –.�.. ..,. 1 _ –
�.
TOP = 471.26' +< _
1.
< s
F.F.= 472.00'
TOP= 470.98'
APPROX.
DIRECTION
COUNTY OFALBEMARLE
SCHOOL BOARD
O.B. 4 89 PG. 381
PARCEL 10. 046B1 -01 -00 -00100
SCALE 1 " =20'
0 20' 40'
op
uc. Na 311391 a�l
Il
SCALE 1 " =20'
0 20' 40'
op
uc. Na 311391 a�l
I� FEB. 7 2011
•
d
O
cc
0
(A
Z
O
i
T. SELDON
DESIGNED BV
C. KOTARSKI
CHECKED BY
J. HASH
SCALE
1"=20'
LL
LL
O
CL
Q
V
z
Y
CL
J
O
U)
z
Lu
W
J
W
cW
G
J
J
O
2
c:
n
0
c�
dZ
a0
G
cF
s o
v m
o m
`o
O V
n C
C�
O �
zd
� od
gn
cd
Y oY
ti J
O O
1 r
a
.j z E 2
i om
`v Q n co
L F-
= O ut d
z
�a
Fy
31149
SHEET NO.
C3.0
`oa
0
0 2
m
nm
i
- V
� O
�Y
N
SE
m„
`o 0
c
va'
O V
u
o �
u �
02
0 0
c �
m
d�
o d
ae
d a
Ly T
F O
L RN �� f"
O
�
a
gg 2
U' W
�SeF E
Z �•�.
31"
NULL
z
y�
H
W
A
L
Z
O
C
M
.N.
IL
dwM
—w
co N
t
m
LL
x 'p
C
C
=
N i N
LL
U
ai
In
Q
'm
0
to
�_
_
O
N
L
i+
C
U
d
O.
Q
M
V
O
o
w
x
>
I� FEB. 7 2011
•
d
O
cc
0
(A
Z
O
i
T. SELDON
DESIGNED BV
C. KOTARSKI
CHECKED BY
J. HASH
SCALE
1"=20'
LL
LL
O
CL
Q
V
z
Y
CL
J
O
U)
z
Lu
W
J
W
cW
G
J
J
O
2
c:
n
0
c�
dZ
a0
G
cF
s o
v m
o m
`o
O V
n C
C�
O �
zd
� od
gn
cd
Y oY
ti J
O O
1 r
a
.j z E 2
i om
`v Q n co
L F-
= O ut d
z
�a
Fy
31149
SHEET NO.
C3.0
`oa
0
0 2
m
nm
i
- V
� O
�Y
N
SE
m„
`o 0
c
va'
O V
u
o �
u �
02
0 0
c �
m
d�
o d
ae
d a
Ly T
F O
L RN �� f"
FIBER OPT'
41ARKER
4' CHAT;
LINKFF-IVCE
O
m
'a
0
I
�al
Li
I
m
U)
W
O
0
O
rn
O
APPROXIMATE
VDOT STD. CLASS Al
RIPRAP WIDTH = 6;
LENGTH = 6; DEPTH = 20"
STRUCTURE TABLE
STR PIPE INV. IN INV. OUT LENGTH SLOPE RIM TYPE MATERIAL
104 469.00 DI-1
103 465.00 463.96 156.05 0.67 15" RCP
102 467.82 DI-1
101 463.86 463.45 81.40 0.50 18" RCP
PO WEL CREEK DRIVE
CO RD 1521
rI 80' ROW
T/C=469.97�
COUNY'YOFALSEMARI-E
;SCHOOL BOARD
D.0. 489 PG 381
PARCEL III O4.6BI-01-00-00100
STD. CLAD, Al
P WIDTH #13l;
FH = 4' ' f / I I
i=20"
Fa
4jz6t-
313.71
QQ)f
LJJ
T
04
C-4 c
L I i
w 8 4)
tug iz� o B--1 ; 6 1—
o" " 0,
W > 4 E
0- W, 'A E
0 9
yrxt L
"j
it- uj U- Z
W o
0
F cz
U
U)
ui
a
Lo Z z
%= 0
c "
U)
CS
CL CS
U� CAN (fl
C(3
-F I--
cp c
H
ai X
> cc
LL
U a) LLj
FE
fir- > CC LU Q
Q L
a) c) W = cf)
0 >- 0 Lo
(Z (6
cia = N •c
0 C-)
(y) CL Lu
'i
0
LLJ I
,T- >
DATE
FEB. 7, 2011
J. DRAWN BY
T. SELDON
DESIGNED BY
C. KOTARSKI
CHECKED BY
J. HASH
SCALE
1 "=20'
w`�f�10
O
rr
STD. CLAD, Al
P WIDTH #13l;
FH = 4' ' f / I I
i=20"
Fa
4jz6t-
313.71
QQ)f
LJJ
T
04
C-4 c
L I i
w 8 4)
tug iz� o B--1 ; 6 1—
o" " 0,
W > 4 E
0- W, 'A E
0 9
yrxt L
"j
it- uj U- Z
W o
0
F cz
U
U)
ui
a
Lo Z z
%= 0
c "
U)
CS
CL CS
U� CAN (fl
C(3
-F I--
cp c
H
ai X
> cc
LL
U a) LLj
FE
fir- > CC LU Q
Q L
a) c) W = cf)
0 >- 0 Lo
(Z (6
cia = N •c
0 C-)
(y) CL Lu
'i
0
LLJ I
,T- >
DATE
FEB. 7, 2011
J. DRAWN BY
T. SELDON
DESIGNED BY
C. KOTARSKI
CHECKED BY
J. HASH
SCALE
1 "=20'
w`�f�10
�•--- MAX. & -0" -1
CONCRETE MORTAR RUBBLE CONCRETE
HANDRAIL (GUARD) INSTALLATION ON WALLS
• k-$
x
LTSA4
VDOT STANDARD HR -1 HANDRAIL
No Scale
O.D. STANDARD PIPE FOR RAMS
O.D. EXTRA STRONG PPE FOR POSTS
MAX.
34 "`ANT
2' -3" MAX.
W MAx. NI' MAX.
DIA. RIO STEEL SMOOTH
ROD (TYP;) OR
T" STANDARD PIPE.
I
O.C. (TYP.)
34 " -38'
A • WIDTH OF ONE TREAD THAT IS
REOMMtED AT EACH BOTTOM RISER
HANDRAIL INSTALLATION
HANDRAILS SHALL BE GROUNDED AND EFFECTIVELY BONDED.
GROUNDING MATERIALS INSTALLATION TO BE N ACCORDANCE WITH $TV. FE -•.
FOR ALL DETAILS AND iIENSIONS NOT SHOWN SEE ST'D. FE•CL.
r- STANDARD FE -CL
4 O.D. META- SLEEVES TO
BE CENTERED N TOP OF WALL
END OF RETAIII" WALL CONTRACTION JOINT
REWD. RW -2 RETAINING WALL —o
ALTERNATE INSTALLATION ON WALLS
NOTES
THIS HANDRAIL LS TO USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD
NOT BE taL,AlxO IN ANY LOCATION WHERE IT MM{HT BE SUBJECT TO ANY VEHtCULAR
IMPACT FOR VENCULAR PROTECTION STANDARD GUARDRAIL SHOULD BE USED.
HAhRORAL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM
STATEWIDE StMI.ONG CODE.
STAINLESS STEEL
12" TRENCH DRAIN
HANDICAP RATED 12"
TRENCH DRAIN TOP-\
TOP= 468.97
INV= 468.47
CONTRACTOR TO
INSTALL TRENCH
DRAIN FLUSH
TO ASPHALT.
MANUFACTURER
RECOMMENDED BASE
x s
T EE " MATERIAL FOR TRENCH
T INSTALLATIO
2500 P.S.I. CONCRETE
BASE AND THRUST •` ' '" ' w'{ •' :•
71 q
BLOCK AGAINST
5' -0" MIN.' -0" MIN -�j 5' -0" MIN.
A ''
UNDISTURBED STABLE
ALL
CRETE TO BE CLASS A -3
SOIL.
1. RAMP SURFACE SHALL BE
STEEL PILE
r • • .•%y�'�11t/`� /' r .R- 'Ries.'
3/4" THREADED RODS TO
mw
WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.
u,
0 Pr
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED
0 3•a rn
THREADED RODS IN ADDITION TO POURING
NOT EXCEED 1/4- PER FOOT. RAMP LBt
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
o °o °o °o ° °
°o 0000 00-0 11
NOTE
OF 12:1.
MA
ME
O.D. STANDARD PIPE FOR RAMS
O.D. EXTRA STRONG PPE FOR POSTS
MAX.
34 "`ANT
2' -3" MAX.
W MAx. NI' MAX.
DIA. RIO STEEL SMOOTH
ROD (TYP;) OR
T" STANDARD PIPE.
I
O.C. (TYP.)
34 " -38'
A • WIDTH OF ONE TREAD THAT IS
REOMMtED AT EACH BOTTOM RISER
HANDRAIL INSTALLATION
HANDRAILS SHALL BE GROUNDED AND EFFECTIVELY BONDED.
GROUNDING MATERIALS INSTALLATION TO BE N ACCORDANCE WITH $TV. FE -•.
FOR ALL DETAILS AND iIENSIONS NOT SHOWN SEE ST'D. FE•CL.
r- STANDARD FE -CL
4 O.D. META- SLEEVES TO
BE CENTERED N TOP OF WALL
END OF RETAIII" WALL CONTRACTION JOINT
REWD. RW -2 RETAINING WALL —o
ALTERNATE INSTALLATION ON WALLS
NOTES
THIS HANDRAIL LS TO USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD
NOT BE taL,AlxO IN ANY LOCATION WHERE IT MM{HT BE SUBJECT TO ANY VEHtCULAR
IMPACT FOR VENCULAR PROTECTION STANDARD GUARDRAIL SHOULD BE USED.
HAhRORAL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM
STATEWIDE StMI.ONG CODE.
STAINLESS STEEL
12" TRENCH DRAIN
HANDICAP RATED 12"
TRENCH DRAIN TOP-\
TOP= 468.97
INV= 468.47
CONTRACTOR TO
INSTALL TRENCH
DRAIN FLUSH
TO ASPHALT.
MANUFACTURER
RECOMMENDED BASE
x s
T EE " MATERIAL FOR TRENCH
T INSTALLATIO
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
o
N N.T.S.
FIG. W -4
FIRE HYDRANT ASSEMBLY DETAIL
No Scale
m
w
z
I
2:00% 6:50 LF
VDOT STD. CLASS Al
RIPRAP WIDTH =3'
LENGTH =4' DEPTH =20"
BOTTOM OF BIOFITLER
ELEVATION 466.82
TRENCH DRAIN DETAIL
No Scale
4'° MAN.
INV= 468.84
INV =468.34
� . iQr.`Q { {1�1� {�1�1�1� { +�1�+••i( �rii�Q{ i {j {j� {�I�j�1�1�1�1�� +� +�•f�.•:' n+
`� •y.•.•• +�pii +i bO + +M'p +p•`•` " +. "O.+i+O +p +pp +p +•• +•� '1
�, `Qi!o:.rl..♦!1••i�p:`•. .•�4ri_ri�:•ii!•O!.•Ai +i: + % +� �._
SHRUB PLANTING SECTION
NOT TO SCALE
SHRUB PLANTING SECTION
No Scale
REMOVE BROKEN, BADLY
DEFORMED, OR CROSS— BRANCHES.
BEGIN A (REGULAR PRUNING
PROGRAM DURING THE 2ND OR
3RD YEAR' AFTER PLANTING.
1,/2" RUBBER HOSE
MARK THE NORTH SIDE OF
REMOVE ALL DEAD, BROKEN DISEASED AND WEAK
BRANCHES AT TIME OF PLANTING
INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS
AT THE SAME GRADE AS ORIGINALLY GROWN OR 1 -2"
ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE
TOP OF THE ROOTBALL WITH SOIL
3" SHREDDED HARDWOOD MULCH KEEP AWAY FROM TRUNK
PROVIDE MULCH UP AND OVER SAUCER
6" SAUCER
REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Y3
OF BALL
BACKFILL WITH EXISTING SOIL. IN SANDY LOAM SOILS,
ADD 20% MAXIMUM (BY VOLUME) COMPOSTED ORGANIC
MATERIAL TO THE EXISTING SOIL. PARTIALLY BACKFILL,
WATER TO SETTLE SOIL, FINISH BACKFILLING
SCARIFY BOTTOM AND SIDES OF PIT
PLAN VIEW
00T BALL
2500 P.S.I. CONCRETE
BASE AND THRUST •` ' '" ' w'{ •' :•
71 q
BLOCK AGAINST
5' -0" MIN.' -0" MIN -�j 5' -0" MIN.
A ''
UNDISTURBED STABLE
ALL
CRETE TO BE CLASS A -3
SOIL.
1. RAMP SURFACE SHALL BE
STEEL PILE
r • • .•%y�'�11t/`� /' r .R- 'Ries.'
3/4" THREADED RODS TO
mw
WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.
u,
0 Pr
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED
0 3•a rn
THREADED RODS IN ADDITION TO POURING
NOT EXCEED 1/4- PER FOOT. RAMP LBt
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
o °o °o °o ° °
°o 0000 00-0 11
NOTE
OF 12:1.
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
PLAN FIRST 2' IS
( INCLUDING DITCHES )
0
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
—I
VALVE BOX.
in
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
STD. CG -2 g�_p" 4' -0"
OR CG -6 12 MAX.
IT IS NOT ALLOWED IN THE DITCH.
z
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
CONCRETE — I I— III -- III --
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
a
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
o
N N.T.S.
FIG. W -4
FIRE HYDRANT ASSEMBLY DETAIL
No Scale
m
w
z
I
2:00% 6:50 LF
VDOT STD. CLASS Al
RIPRAP WIDTH =3'
LENGTH =4' DEPTH =20"
BOTTOM OF BIOFITLER
ELEVATION 466.82
TRENCH DRAIN DETAIL
No Scale
4'° MAN.
INV= 468.84
INV =468.34
� . iQr.`Q { {1�1� {�1�1�1� { +�1�+••i( �rii�Q{ i {j {j� {�I�j�1�1�1�1�� +� +�•f�.•:' n+
`� •y.•.•• +�pii +i bO + +M'p +p•`•` " +. "O.+i+O +p +pp +p +•• +•� '1
�, `Qi!o:.rl..♦!1••i�p:`•. .•�4ri_ri�:•ii!•O!.•Ai +i: + % +� �._
SHRUB PLANTING SECTION
NOT TO SCALE
SHRUB PLANTING SECTION
No Scale
REMOVE BROKEN, BADLY
DEFORMED, OR CROSS— BRANCHES.
BEGIN A (REGULAR PRUNING
PROGRAM DURING THE 2ND OR
3RD YEAR' AFTER PLANTING.
1,/2" RUBBER HOSE
MARK THE NORTH SIDE OF
REMOVE ALL DEAD, BROKEN DISEASED AND WEAK
BRANCHES AT TIME OF PLANTING
INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS
AT THE SAME GRADE AS ORIGINALLY GROWN OR 1 -2"
ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE
TOP OF THE ROOTBALL WITH SOIL
3" SHREDDED HARDWOOD MULCH KEEP AWAY FROM TRUNK
PROVIDE MULCH UP AND OVER SAUCER
6" SAUCER
REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Y3
OF BALL
BACKFILL WITH EXISTING SOIL. IN SANDY LOAM SOILS,
ADD 20% MAXIMUM (BY VOLUME) COMPOSTED ORGANIC
MATERIAL TO THE EXISTING SOIL. PARTIALLY BACKFILL,
WATER TO SETTLE SOIL, FINISH BACKFILLING
SCARIFY BOTTOM AND SIDES OF PIT
PLAN VIEW
00T BALL
"
T"" Ai ^I imim 4
4
STANDARD VDOT CG -2
NOT TO SCALE
CONCRETE TO BE A3
IF CAST IN PLACE,
4,000 PSI IF PRECAST.
.,.,, . #57, #68 OR #78
STONE BASE UNDER CURB
/— WWF 6x6 W1.4xW1.4
/ f-NON —SLIP BROOM FINISH
5'
MAX. CROSS SLOPE 27
d 2"
\--4" 3,500 PSI AIR - ENTRAINED
CONCRETE WITH WELDED WIRE
REINFORCEMENT
4" TYPE 21 A STONE COVER
COMPACTED SUBGRADE
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
•4'
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
R= Y4" CONTROL JOINT SPACED
AT WIDTH OF WALK
°::« ::.�.�., ' • : t ._' EXPANSION JOINT EACH 30' MIN.
WITH PREMOLDED EXPANSION
°_ ' ' ''.:'' •`'.',. FILLER, "ZIP STRIP" OR EQUIV.,
SEAL WITH SILICONE SEALANT
•9a•.
1/4 X 1 /4" SEALAN T
CONC. WALK
'IJ -�. • o` •'e. .t'4• ;•.•.ai "•. +: a {' -.e• .i ..e v. • w a•.. 'a.o 4 •.y.i_a ♦ •.i O. °.
\- COMPACTED SUBGRADE (CBR 11.2)
NOT TO SCALE
TREE PLANTING SECTION CONCRETE SIDEWALK JOINT DETAIL
No Scale
N S I
2" R
�--4„
d.4 CONC CURB AND GUTTER CLASS 3A,
'
4 ' ° (fc =3,000 PSI) CONCRETE
j 6,1
4 : ° vQ
j° - • - - VQ C Q 711
4 °
oil
COMPACTED CONTINUE 21B STONE
'j
SUBGRADE BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG -6 CURB & GUTTER
No Scale
o ca e
71 q
0
5' -0" MIN.' -0" MIN -�j 5' -0" MIN.
A ''
ALL
CRETE TO BE CLASS A -3
1. RAMP SURFACE SHALL BE
0 0 °° 00000 °000
00
r • • .•%y�'�11t/`� /' r .R- 'Ries.'
CONSTRUCTED
mw
u,
0 Pr
.0.0 °-' °o °o °
°L�
0.. X90 ° °0 °0
CROSS SLOPE OF THE RAMP SHALL
0 3•a rn
NOT EXCEED 1/4- PER FOOT. RAMP LBt
0:1 MAX. ° x '00 0000 (10:1 MAv B
° "o °o °o° °o° °o °o
SHALL NOT EXCEED A MAXIMUM SLOPE
o °o °o °o ° °
°o 0000 00-0 11
OF 12:1.
PLAN FIRST 2' IS
•
DETECTABLE SURFACE
—I
6"
(VDOT 12A)
— —I (I—
STD. CG -2 g�_p" 4' -0"
OR CG -6 12 MAX.
SURFACE SHALL BE �I
EXPOSED AGGREGATE _ (I I =1 (
I I =I I I— c
=I 1 i =) I I =III o "�0
:1
20:1 b•
'
CONCRETE — I I— III -- III --
0 C
III —III — I 1 l--I 0000
�� �I N � �
� � + r•r r i r r , .
- •,:..: 48:1 MAX.
=1 11 =i I IYI 1 1=111=1
11=1 I
SECTIO N A -A
° ppp I_II I_I I I_I
OO
00 o
A •. �` •
r r i i
qo°
°oo00
M PX'
it!
i i•i r r•• i+
it + rii i+ i
� - •i
SECTION B -B
r• i
i � •
VDOT STANDARD HANDICAP RAMP DETAIL (CG -12A)
"
T"" Ai ^I imim 4
4
STANDARD VDOT CG -2
NOT TO SCALE
CONCRETE TO BE A3
IF CAST IN PLACE,
4,000 PSI IF PRECAST.
.,.,, . #57, #68 OR #78
STONE BASE UNDER CURB
/— WWF 6x6 W1.4xW1.4
/ f-NON —SLIP BROOM FINISH
5'
MAX. CROSS SLOPE 27
d 2"
\--4" 3,500 PSI AIR - ENTRAINED
CONCRETE WITH WELDED WIRE
REINFORCEMENT
4" TYPE 21 A STONE COVER
COMPACTED SUBGRADE
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
•4'
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
R= Y4" CONTROL JOINT SPACED
AT WIDTH OF WALK
°::« ::.�.�., ' • : t ._' EXPANSION JOINT EACH 30' MIN.
WITH PREMOLDED EXPANSION
°_ ' ' ''.:'' •`'.',. FILLER, "ZIP STRIP" OR EQUIV.,
SEAL WITH SILICONE SEALANT
•9a•.
1/4 X 1 /4" SEALAN T
CONC. WALK
'IJ -�. • o` •'e. .t'4• ;•.•.ai "•. +: a {' -.e• .i ..e v. • w a•.. 'a.o 4 •.y.i_a ♦ •.i O. °.
\- COMPACTED SUBGRADE (CBR 11.2)
NOT TO SCALE
TREE PLANTING SECTION CONCRETE SIDEWALK JOINT DETAIL
No Scale
N S I
2" R
�--4„
d.4 CONC CURB AND GUTTER CLASS 3A,
'
4 ' ° (fc =3,000 PSI) CONCRETE
j 6,1
4 : ° vQ
j° - • - - VQ C Q 711
4 °
oil
COMPACTED CONTINUE 21B STONE
'j
SUBGRADE BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG -6 CURB & GUTTER
No Scale
CG-6
— TRANSITION CURB
OVER LENGTH OF 1.0'
CURB CUT DETAIL
No Scale
CURB TO BE FLUSH ALLOWING
DRAINAGE ACROSS IT
4" 21 -B STONE
2" ASPHALT SURFACE COURSE (VDOT SM -9.5A)
3" ASPHALT BASE COURSE (VDOT BM- 12.5A)
10" TYPE 21A STONE BASE
COMPACTED SUBGRADE
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
`.;) Vic. Igo. 3f 371
ch
w
O
' N
Q z =; C
C
` � ° � i
wCJ �Y
o� o
W_ E
—
C6uj " i z
O
a 6;5 V cam.
CP 1- 1
N
V
In
to w
o t
o
z
C '-• W
U
t55 cO O
cv
(0 Q�
1
Co -
w 'tom 11 °imp �c O
N > to •p z
--
N ti W
® M '0 — D Lu
ms gym) C �
® U N
n! 4 E
Q co fl. w
` ® a N
I j ; M �r
Q DATE
O
FEB. 7, 2011
DRAWN BY
T: SELDOM
® DESIGNED. BY
® C. KOTARSKI
® CHECKED BY
® J. HASH
SCALE
• NA
•
•
o
•
n
N
® L
O
® o
N �
7 �
Z
•p Z
0
0
0
C
Q o
V .�
C
c v
o U1
c
0
v"
0 'L
O 3
o w
Q F� o a
a-{ Q x
Z I,e c 0
U)
111 °'
v .c
C) 1-, 3
o
W > _'0
� m
Jy rn
°
c
U >c
v o
(_� a
V � ® v
< Z
Q a_ v
„ m
0 `o
> -1 UJ
a P N o
W 0
1= �
0
Lu
O
i v
av
o`
W 0.
w
y c
>0
N U
W 3 O
x �
W 0 `
v 0
_
v n
J '>
O CIO
,
v
® .O U
o >
0
6 O
JOB NO. v v o
L
c
31149
= 0
v
SHEET NO. o
C5.0_ ' A
o ca e
0
5' -0" MIN.' -0" MIN -�j 5' -0" MIN.
A ''
ALL
CRETE TO BE CLASS A -3
1. RAMP SURFACE SHALL BE
0 0 °° 00000 °000
00
CONSTRUCTED
0 ° °0 00.`� (At o°
o'o °o
2. WITH A NON -SKID FINISH AND THE "
8 -®
.0.0 °-' °o °o °
°L�
0.. X90 ° °0 °0
CROSS SLOPE OF THE RAMP SHALL
0 3•a rn
NOT EXCEED 1/4- PER FOOT. RAMP LBt
0:1 MAX. ° x '00 0000 (10:1 MAv B
° "o °o °o° °o° °o °o
SHALL NOT EXCEED A MAXIMUM SLOPE
o °o °o °o ° °
°o 0000 00-0 11
OF 12:1.
PLAN FIRST 2' IS
I I (-
DETECTABLE SURFACE
—I
6"
(VDOT 12A)
— —I (I—
STD. CG -2 g�_p" 4' -0"
OR CG -6 12 MAX.
SURFACE SHALL BE �I
EXPOSED AGGREGATE _ (I I =1 (
I I =I I I— c
=I 1 i =) I I =III o "�0
:1
20:1 b•
'
CONCRETE — I I— III -- III --
0 C
III —III — I 1 l--I 0000
!
- •,:..: 48:1 MAX.
=1 11 =i I IYI 1 1=111=1
11=1 I
SECTIO N A -A
° ppp I_II I_I I I_I
OO
00 o
I I_II I_I I I ��•
MN °
SLOPE CONSTRUCTION
qo°
°oo00
M PX'
10. 1 MAX. JOINT
° o°
CURB o °o °o °o °o °o °o° CURB
SECTION B -B
150METRIC VIEW
VDOT STANDARD HANDICAP RAMP DETAIL (CG -12A)
No Scale
CG-6
— TRANSITION CURB
OVER LENGTH OF 1.0'
CURB CUT DETAIL
No Scale
CURB TO BE FLUSH ALLOWING
DRAINAGE ACROSS IT
4" 21 -B STONE
2" ASPHALT SURFACE COURSE (VDOT SM -9.5A)
3" ASPHALT BASE COURSE (VDOT BM- 12.5A)
10" TYPE 21A STONE BASE
COMPACTED SUBGRADE
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
`.;) Vic. Igo. 3f 371
ch
w
O
' N
Q z =; C
C
` � ° � i
wCJ �Y
o� o
W_ E
—
C6uj " i z
O
a 6;5 V cam.
CP 1- 1
N
V
In
to w
o t
o
z
C '-• W
U
t55 cO O
cv
(0 Q�
1
Co -
w 'tom 11 °imp �c O
N > to •p z
--
N ti W
® M '0 — D Lu
ms gym) C �
® U N
n! 4 E
Q co fl. w
` ® a N
I j ; M �r
Q DATE
O
FEB. 7, 2011
DRAWN BY
T: SELDOM
® DESIGNED. BY
® C. KOTARSKI
® CHECKED BY
® J. HASH
SCALE
• NA
•
•
o
•
n
N
® L
O
® o
N �
7 �
Z
•p Z
0
0
0
C
Q o
V .�
C
c v
o U1
c
0
v"
0 'L
O 3
o w
Q F� o a
a-{ Q x
Z I,e c 0
U)
111 °'
v .c
C) 1-, 3
o
W > _'0
� m
Jy rn
°
c
U >c
v o
(_� a
V � ® v
< Z
Q a_ v
„ m
0 `o
> -1 UJ
a P N o
W 0
1= �
0
Lu
O
i v
av
o`
W 0.
w
y c
>0
N U
W 3 O
x �
W 0 `
v 0
_
v n
J '>
O CIO
,
v
® .O U
o >
0
6 O
JOB NO. v v o
L
c
31149
= 0
v
SHEET NO. o
C5.0_ ' A
Z
a.
It
c
0
0
V)
L4
M
0
w
a-
0
M
V)
uj
ff.,
WATER QUALITY ANALYSIS
PRE IMP. POST IMP.
AREA AREA AREA
1.28 0.47 0.76
TO BIOFILTER 1 (50% REMOVAL)
POST IMP.
AREA AREA Ibio
0.60 0.27 45.00
TO BIOFILTER 2 (50% REMOVAL)
POST IMP.
AREA AREA Ibio
0.68 0.49 72.06
0.85 POUNDS > 0.71 POUNDS
Ipre Lpre Ipost Lpost RR
36.72 1.11 59.38 1.71 0.71
Lbio RR RR%
0.62 0.31 50
Lbio RR RR%
1.08 0.54 50
PRE-DEVELOPED FLOW RATE
PRE-DEVELOPED DRAINAGE AREA
DRAINAGE AREA = 1.28 ACRES
C FACTOR = 0.55
Tc = 9 min.
Q2 = 3.05 cfs
Q10 = 3.96 cfs
Q100 = 5.17 cfs
POST-DEVELOPED FLOW RATES
DRAINAGE AREA TO BIOFILTER I
DRAINAGE AREA = 0.60 ACRES
C FACTOR = 0.60
Tc = 7.5 min.
Q2 = 0.99 cfs
Q10 = 1.42 cfs
Q100 = 1.92 cfs
DRAINAGE AREA TO BIOFILTER 2
DRAINAGE AREA = 0.68 ACRES
C FACTOR = 0.75
Tc = 6.0 min.
Q2 = 1.03 cfs
Q10 = 1.64 cfs
Q100 = 2.40 cfs
POST DEVELOPMENT FLOW RATE
Q2 = 2.00 cfs
Q10 = 3.04 cfs
Q100 = 4.30 cfs
�5
BIOFILTER 1_
AREA TO BIOFILTER:
0.60 Ac.
IMPERVIOUS AREA:
0.27 Ac.
STORAGE NEEDED:
491 CF
ELEV AREA (SF)
VOLUME (CF)
468.0 627
0
469.0 830
729
BIOFILTER 2
AREA TO BIOFILTER:
0.68 Ac.
IMPERVIOUS AREA:
0.49 Ac.
STORAGE NEEDED:
889 CF
ELEV AREA (SF)
VOLUME (CF)
466.82 788
0
467.82 1,014
901
DRAINAGE DIVIDES
F_M�M
BIOFILTER 1
BIOFILTER 2
I
100 YFAR WqF- 46q-28
10 YEAR WSF 469 23
9 YFAR WSE 46Q-18
TOP OF INI FT
469.00
BOTTOM OF BIOFILTER 468.00
UNDERDRAIN
ELEV. 465.00
100 YEAR WSE 46R-64
10 YFAR WO%F 46A.46
2 YPA[R WSF 46A29,
467.82
BOTTOM OF BIOFILTER 466.82
UNDERDRAIN
ELEV. 463.86
TOP OF BIOFILTER
470.00
CONNECT UNDERDRAINS TO BOTTOM
OF (INLET STRUCTURE, ELEV. 465.00
TOP OF BIOFILTER
468.82
CONNECT UNDERDRAINS TO BOTTOM
OF IINLET STRUCTURE, ELEV. 463.86
Z,
--to
saw
✓ 0
SCALE 1"=30'
6 io, 60,
480
480
ul 10
i
a L6
6 oco
co Ci
C.,j 0� to
0 "t
I
475 c?.-i
cl)
475
1—
o
ct a. >
0
0
> >
gu)oz
Z
470
470
374;'�
I C 4tno. 1,5
465 L
465
103
156.05' OF
101
1511 RCP
81.40'iOF
i
@ 0.67%
1811 RAP
@ 0.50%
460
460
455
455
450
450
445
445
O
icl
440,2
6
oi
440
IT
cz,
q (o It
1000
1200
12+1': 7.45
5-
o
0 50
PROFILE SCALE
tic. Na.� Wit
17
0
0
c
ui
co co Lu
Wo ca `4 c4, E
E
0
3: Z
z
6, U-1
- 61--
0
LJ) C
u
U)
Lu
0
2
c U)
U M .
p CY) >
CO uj
CD
CD
C) C 0) r
uj
CY)
>
U 6 u-
FE
> CY) QLu
Lr)
0 Lo
M
_c
c�
4 E
co Lu
0.
0
W
>
DATE
'FEB. 7, 2011
GA
DRAWN BY
T. SELDON
DESIGNED BY
C. KOTARSKI
CHECKED BY IM YO �CO
J. HASH
SCALE 11 00 AS NOTED
O
ctii
•
0
•
LL
U-
0
CL
0
0 a:
D
V)
Z
0
z z -0
< F_
76
0
U
zZ 0
Li
-1 0
< (D -20 4)
<
< x
Z c
V) Q
> 0
0
2
ca 0_
0
®J uj -
0 z
D
0 0
0
u
0
w
u <
57 0 0
w
cia 0
_j
<
(n c
< z
0
:2
Z
z 0.0
•
W >1 CE
0 0
uj 0 - p
LL
0 c
> 0
u.j 0
:3 0
0 �
x .0
=,E
-"
uj 0 0
E -
0 rb
_0
41
0 >
0
0
JOB NO.
c
0
31149 0 0
00 a
SHEET NO. a L_
=3
0 a
C6.0
5.
O
ctii
•
0
•
LL
U-
0
CL
0
0 a:
D
V)
Z
0
z z -0
< F_
76
0
U
zZ 0
Li
-1 0
< (D -20 4)
<
< x
Z c
V) Q
> 0
0
2
ca 0_
0
®J uj -
0 z
D
0 0
0
u
0
w
u <
57 0 0
w
cia 0
_j
<
(n c
< z
0
:2
Z
z 0.0
•
W >1 CE
0 0
uj 0 - p
LL
0 c
> 0
u.j 0
:3 0
0 �
x .0
=,E
-"
uj 0 0
E -
0 rb
_0
41
0 >
0
0
JOB NO.
c
0
31149 0 0
00 a
SHEET NO. a L_
=3
0 a
C6.0
5.
0
O
co
0
04
N.
01
0
a.
co
:3
m
V)
W
L
D
RIGHT OF WA Yl POWER CREEK DRtVE
ICO RD 15 21
80'ROW
.............
77
------ --- --
mown
A
A 5P,`11-1 L 451f),a-,
7
WWWAI
IF
0-7 4
l_...___
pi
w-
G
---- --- -----
s.
X
A-
_7"
-s
LIMIT$_OF -CLEARING
........ vr
__j
AND GRADING (1.24 AeRffS)
---------- - ---
tj
ow
000
J
G
V
27B
----- ---------
........ .... .
Z,
...... / -
" rK
SOIL DIVIDE (TYP.)
'ER OPT
NVARKER G
C0,11VIf-7 RC)LI'S
.......................
7_
I
lk
cl p ISP11-1,F
&F
LX
\n
—X_
7
L
ESA TEF
■
`*-.100000,
Q6� TER
q
_470
34C
Will
47
' o 'y
zz
L
AP-?-'KVX1MA I b
RIGHTOFWAY' POWEEL CREEK DRAIE
CO RD 1521
80'ROW
T
IA—
P
WAWM
g ,,j
& , EVX
Zomwan
-- ------
....
; 41
wwmwoo*
w.......... ..
p ..... .. ...
lic
SOILS INFORMATION 0
27B - ELIOAK LOAM; 2 TO 7 PERCENT SLOPES; 80+ INCHES TO
RESTRICTIVE FEATURE; WELL DRAINED; MODERATE WATER CAPACITY
JOWD. fl
34C - GLENELG LOAM; 7 TO 15 PERCENT SLOPES; 80+ INCHES TO
RESTRICTIVE FEATURE; WELL DRAINED; HIGH WATER CAPACITY
-0
88 - UDORTHENTS, LOAMY; 2 TO 25 P RC ENT SLOPES; 80+ INCHES 1
RESTRICTIVE FEATURES
ONAL
Lu 0
cD —
0
uj
Q? op
Lu U., 4", 18
CN 4 E
CL E
Z
E 16.
U) If 0
U
U)
uj
I- Z
0 uj
CJ of z
cv') >
Lu
(3) U
C6
—
0 a)•cu 4W
c
W -Eb
x 4) u
m
LL
< > c') uj
0 4-
0 (y)
>- 'o Lo
cu (o
0
a
c
0� 4 E
< C) co CL Lu
0
to
W > 4)
3:
DATE
4w FEB. 7, 2011
v�
(A
DRAWN BY
T. SELDON
DESIGNED BY
C. KOTARSKI
SCALE I "=20' CHECKED BY
J. HASH
0 20' 40' SCALE
• 1 "=20'
U-
U-
0
CL i_�
0
® O L D
z 0)
.<
-0 Z
0
Lu -�' M
0
C
F-
0
C
c:
z
C
0
za c
0
< CL (D
o0
�c
CL 3: <
F-1 _j x
Z o
V m
:D
> 0
0
co z L.
0
0 z u 0
0 0 c 0
u z >1
0.0
Lu Lu E :P
_j
Ce :3
t1) p
(L 0
ui D 0
Lli 0
< 'o
U) c
Z
0
Z
m c
F- -0
0 4-
W
0 L_2
0.0
1- � 0 2
LLJ U)
rn
0 0
0
ui 0
x -0
0
E
<
ui O0
v 0
E
3 0
0 w
c
Q)
.2 L:
0 >
a)
0
0 0
w==J6 0
JOB NO.
SCALE 1"=20' 31149
c 0
20. 40' SHEET NO.
C7.1
l�
N
O
0
v
a
c
aci
o.
s
c
O
41
0
IL
10
0
O
N
O
O
L
U
a
d1
O
O
a
N
0
O
V
6
194- LIRIOPE SPICATA
56- LIRIOPE SPICATA
9- JUNIPERUS VIRGINIANA'GREY OWL'
1- BETULA NIGRA
11- ITEA'HENRY'S GARNET'
153- LIRIOPE SPICATA
m SCALE 1 " =20'
00
0
z 0 20' 40'
— 26- JUNIPERUS CHINENSIS'SEA GREEN'
7- ACER RUBRUM 'AUTUMN FLAME'
ADD ALTERNATE SIDEWALK
REPLACEMENT TO STOP AT
HORIZONTAL INFLECTION POINT IN
XISTING SIDEWALK
ZA IMATE / f ✓ r ,
I FWAY/ r --f— MULC�LINE (TYP�Y POW CO RD 7527 80' ROW r r ADD ALTERNATE
AGGREGATE E TE ��MOVE EXISTING SIBEfWALK P 1
/REPLACE WITH 5 -ODE CONCRETE f 1
_. UG r— 6URB CUT / SIDEWALK f f
`—
REMAIN , r r
~b NANA GREGATE ( URFOR
,
RB CUT
�..T
_r pro'
� UGT - - ---- ... REMAIN
L
rte°,.. -.. j ,�- �.'.- -.. _ _ . V _.-- -_ _ - -_ . '._ ""°•+ y.°
-__ y
_ � 9
C
,r J,a '". ." Y,. u e rw♦ eui Y rite __ — .---- y--- ____ -- - --__ ..�— ...- � ... � — :.-- -- — . - _ _ —i` --__ -
1 # r a� s ♦ Yi Y ..-- _, .. ..... ..._ -_ -yam .l,_, � --'r!_ r - -`
x z .,. *.,*"'' ♦ . ♦ Yip Y U " -. -_ -. __ _ � /-y '- vim.-: � yp� - U -- - - -.
'" '*x'- s r ✓' Yi c e @, °71►.
s s ; 'S z f r+� r t o;� at s iixq'+s ` x x s d� Slt ruud . + ' - tl b .m ! U rr ♦ YI U ♦ /tllli ✓ ii Yt UO ♦ liril O tltli ♦ L M - - ®.-'^ , � .. _ -_ - _ - _ --
GT
..✓'-. _ __ -- -- -
`"+X'�...'nsy. ° : ➢r 2ri ` 'y y ARrtl�� s ♦ems a� • pAS','- ` .^ r "' ` / ..__ / - ____ -- f __ ..... _ .� ._.. ~ ' _ . ...._ .- _...
-
hi h� why als ffirr r 4,,E"
pp I !
-' Y 'FROM BAC
10- ILEX CORNUTA BURFORDII NANA I ! 6- PINUS A _.....
3 °IGHT POLE (YP.)
r ! TA
F CURB I
G
/ 3,
P '
OPT ;<r� +'s, R20' 15' / i R55` !! f 01*
MARA ! f
___ ____ 1-10'
4, GP S
�� FL= 4701.30' - GURB CUT
i G 1
4' CHAIN ' /� . ` .o,.. ..- ®.. � ..� .� �.. .._... ..._ ...- .._. ®.. .._ ,-... �.. 6° P EE DETAIL
LINACFEIVCE ✓ ,,,, ® 1I�4-'' Q s I E HEFT 05.0 csk
SEE DETAIL - - - - - - ~ - - - 65- LIRIOPE SPICATA
-HR=H HAND R IL ! !
12- JUNIPERUS VIR6NI
GATE
66° II 45- LIRIOPE SPICATAII
CG -2
-- IdL�TE'R A�7P1..� + i ! 25' 541
1 -410—
I VAULT P P 35
R15°
0 1- BETULA NIGRA
RIO'
f { 14- ITEA'HENRY'S GARNET'
_ \ -470 .� i f f 42- LIRIOPE SPICATA 'A4
20- JASMINUM NUDIFLORUI s
1!
l
E] 95° MAPLE
� a
FF.-472.00' ' - I
COUNTr OF ALBEMARLE
SCHfOOL BOARD
ch
Lu Lu
C
co
Lu
a_
LL N /V
0 LL! V���
Nuj � L z
O
LU
H 0
z
C � Lu w
Lj C4 d'
Z -'F uj
' ce VU
to IN c�
w =•a 0) C oO
_ (D >( wW
U s ai LL 'y' n• o.
0
Q� �M O�G 1�
tt3
O o U)
m cu C
� � O
Q UM CL Lu tir.
W �
2 O
_ — - Q DATE
FEB. 1, 2011
DRAWN BY
J. DAOULAS
- � DESIGNED BY
N. BEASLEY
CHECKED BY
L. LANIER
i SCALE
1" =20'
0
P
L
L_
0
CIL
Q ,o
N
z
W 4,
Q
v
r
rn
c
v
Qv
z a
Q
(� 0
V O
0
Zc
Z Z
J
a CL
y. ac,i
i- ►
Z
00 O —
U F—
J w Z °
o
w IL
U m 0
Q
V)
Z
>7
F-
Q o
H
z
w 0-
a
>
W m
J
U
W
O
Q=
Q �
LEI v
C
N
E
--I o
ID
0
v
'U
N
fA
JOB NO.
V
31149
c
SHEET NO, a
O
L1.0 u
I FE
47\.k\
"pal o
t40
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR�
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR. PLAN VIEW
PRUNE CODOMINATE LEADERS ROOT BALL w LU
O
�. ---- -. REMOVE BROKEN, BADLY a Q
3 -2 "x2" HARDWOOD STAKES r
DEFORMED, RUBBING, NARROW ¢ ¢ C
ROOT BALL CROTCH ANGLES, WATER 00 t
12 GAUGE GALVANIZED WIRE SPROUTS, OR CROSS - BRANCHES. Wed' � N 8
BEGIN A REGULAR PRUNING LL� d g
GL N N E
` 12 GAUGE GALVANIZED WIRE o-
� PROGRAM DURING THE 2ND OR
DO NOT PRUNE TERMINAL LEADER 3RD YEAR AFTER PLANTING 3- 2"x2" HARDWOOD STAKES a 0 s � � E —
v V X
/ OR BRANCH TIPS z ui w � Q Z
1/2" RUBBER HOSE GALVANIZED WIRE GUY Cd L' O
PLAN VIEW REMOVE TAGS, LABELS AND 12 GAUGE. ALLOW FOR A I V a
SLIGHT AMOUNT OF MOVEMENT CN 3
PLASTIC SLEEVING DO NOT
U
WRAP TRUNK 8'2"x2" HARDWOOD STAKE ~ U °' LU
W
NEW 1/2" RUBBER HOSE PRUNE BROKEN BRANCHES
12 GAUGE GALVANIZED WIRE. 1 -2" DOUBLE SHREDDED HARDWOOD L Z ti ti
ALLOW FOR SLIGHT MOVEMENT.
MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY C g
�- 1 -2" SHREDDED HARDWOOD REMOVE TAGS, LABELS, AND FROM TRUNKFLAIR CN ct
REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Ys V N M _ >
3 2x2 HARDWOOD STAKES _� MULCH TO EDGE OF DRIPLINE. PLASTIC SLEEVING DO NOT STAKE w O O
KEPT 4-6" AWAY FROM TRUNK UNLESS SPECIFIED (SEE GRADE OR 1-2" HIGHER IN O OF BALL 04
FLAIR NOTES) DO NOT WRAP TRUNK -c 'r- !Q
SET ROOTFLARE FLUSH TO GRADE SLOWLY DRAINING SOILS. DO NOT REMOVE ALL DEAD, BROKEN, DISEASED AND WEAK I- CM .- r- Z Z
OR 1 -2" HIGHER IN SLOWLY PRUNE SUCKERS COVER THE TOP OF THE BRANCHES AT TIME OF PLANTING { = •_ Cn C O O
BACKFILL PLANTING PIT WITH NATIVE
DRAINING SOILS. DO NOT COVER 12" SOIL. INCORPORATE SLOW-RELEASE IF FIELD GROWN CUT AWAY ALL ROOTBALL WITH SOIL IW_- N i X Q U V
THE TOP OF THE ROOTBALL WITH 5-6 MIN. _ 91=1 W W
" INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS 4) t0 -�'j
GRANULAR FERTILIZER. BALLING ROPES. REMOVE BURLAP OR BACKFILL PLANTING PIT WITH NATIVE
SOIL
1" COMPOST LAYER WIRE BASKET FROM TOP Y OF BALL. IF SOIL. INCORPORATE SLOW RELEASE AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2 V dj y -0 a
PRUNE SUCKERS 6" SAUCER CONTAINER GROWN, REMOVE GRANULAR FERTILIZER ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE r i Q
CONTAINER AND CUT CIRCLING TOP OF THE ROOTBALL WITH SOIL r > co LO W W
0 r N
ROOTS
1:1 SLOPE ON SIDES OF ' IF FIELD GROWN CUT AWAY ALL 0 Lo SHREDDED HARDWOOD MULCH KEEP AWAY FROM TRUNK
PLANTING HOLE - - _ _ BALLING ROPES. REMOVE BURLAP OR 1:1 SLOPE OF SIDES OF " << ° CER
_ - -_ WIRE BASKET FROM TOP Y3 OF BALL. IF PLANTING HOLE 6 SAU 1" COMPOST LAYER m C
�T 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER Li U N Q
SCARIFY SIDES BEFORE PLANTING I IJ I I I CONTAINER GROWN, REMOVE ( d.
MIN. I ( - - J I - -_I I 1 =1 (I J_I I �- ROOTS
CONTAINER AND CUT CIRCLING SCARIFY SIDES BEFORE PLANTING 2-6 + I _1 -0 MIN - `C M _0 w
-- s,� �- - - 6.. SAUCER F- .-
PLACE ROOTBALL ON UNEXCAVATED IIII- -I I -111i i I II i (III i i
l -� I �- I -I (Y_I I I _
-- FIRMLY WITH FOOT PRESSURE SO �— I- _
OR TAMPED SOIL - -.- _ TAMP SOIL AROUND ROOTBALL BASE __ _ I - ..: __ _� REMOVE CONTAINER. SCARIFY PERIMETER ROOTS.
�=1 i 1E1 I F1 I I I I - { — II =� _— — III — I I —_= �= >
I I —I TAMP SOIL AROUND ROOTBALL =
I I I I 11 =111 =I —I —I I =I I -1 I I!I i I —ITi— III —I I —I —L= —I I L� t�
THAT ROOTBALL DOES NOT SHIFT ( —; BASE FIRMLY WITH FOOT - III - III -TI I -I 11 =1 I I=1 I I- III =1 =1 I I =I i I -I ((_� I- III -- =�
PLACE ROOTBALL ON -- �1_. -� PRESSURE SO THAT ROOTBALL 11 I: 1 I f -I (1-11 I-T11 1(T -11�- 111 =T(1- 711 =11� =1 Il-I (f- - 0 DATE
BACKFILL PLANTING PIT WITH NATIVE SOIL.
3X ROOTBALL DIAMETER UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DOES NOT SHIFT B &B CONTAINER d
DIAMETER INCORPORATE SLOW RELEASE GRANULAR FERTILIZER. FEB. 1, 2011
MULTI -STEM TREE - STAKING SPECIFIED DECIDUOUS TREE - STAKING SPECIFIED SHRUB PLANTING SECTION DRAWN BY
NOT TO SCALE NOT TO SCALE NOT TO SCALE SCARIFY BOTTOM AND SIDES OF PIT J. DAOULAS
DESIGNED BY
N. BEASLEY
CHECKED BY
Go L. LANJER
SCALE
a N/A
0 U_
LL
GENERAL NOTES O
G °-
O
PRE - CONSTRUCTION 0
• 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.
,p VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY
N AND SHALL BE VERIFIED PRIOR TO BIDDING.
PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
o 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,
c
PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS.
CONSTRUCTION /INSTALLATION
a LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK '.
T • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
N THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES /EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
° • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND
m ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE.
O
a INSPECTIONS /GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONNTRACTOR IS RESPONSIBLE FOR SCHEDULING
te -
r A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
Ill L INSPECTIONAGAINST DEFECTS
Plant Material Schedule: Holl mead Elementary School
Area
Quantity
Botanical Name
Common Name
Min. Installed Size
Root Type
Remarks
Large Trees
N
3
1 Large Tree per 10 Spaces
Z
Z
2
7
rubrum'Autumn Flame'
Red Maple
3" Caliper
B &B
0
7
2
Betula nigra 'Heritage'
River Birch
12' Height
B &B
3 -5 Stem Only
Evergreens
6
Rinus taeda
Loblolly Pine
8' Height
B &B
Shrubs
w
v
32
Ilex cornuta 'Burfordii Nana'
Dwarf Burford Holly
24" Height
Container
o
�U
O
25
Itea virginica 'Henry's Garnet'
Virginia Sw eetspire
24" Height
Container
o
'o
26
Juniperus chinensis 'Sea Green'
Chinese Juniper
24" Height
Container
ce
20
Jasminum nudiflorum
Winter Jasmine
18" Spread
Container
0
21
Juniperus virginiana 'Grey Ow I'
Eastern Red Cedar
24" Height
Container
Ground Covers
� Zo
554
Liriope spicata
Liriope
T1 Gal,
Container
w
Li • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE: OF FINA
z
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS,
Area
Area Size
Q
V
Existing
o OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND TH CONTRACTORS CONTROL. ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR.
1
Interior Parking
N
3
1 Large Tree per 10 Spaces
Z
Z
2
�'
330 Ft.
w
'o PLANNING r)FPARTMFNT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY.
0
7
\�
/-
Q
I
o
C
0
D
FN
v
Cn
Wc
�
'0O
w
v
¢
N
wZ
o
o
�U
O
0
`
U
Z
o
'o
Z
Z
JOB NO.
3
c
ce
q
U
Q >
0
v
a
SHEET NO.
o
� Zo
Q
O
0
U
w
C
>1
5 l
J J
Q
v
E
O a
O
w
°
= w
m
Q
o
Li • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE: OF FINA
z
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS,
Area
Area Size
Q
V
Existing
o OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND TH CONTRACTORS CONTROL. ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR.
Notes
Interior Parking
16 New Spaces
1 Large Tree per 10 Spaces
Z
O
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE
2
�'
330 Ft.
o
F
'o PLANNING r)FPARTMFNT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY.
0
7
\�
/-
Z
I
s
o # REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
O
v
V)
a�
L
0
EA
N
0
Albermarle County Requirements
Area
Area Size
Ratio
Required
Existing
Provided
Notes
Interior Parking
16 New Spaces
1 Large Tree per 10 Spaces
2
0
2
Street Trees
330 Ft.
1 Tree per 50 Feet
7
0
7
\�
/-
Screening
I
Shrubs 60.C.
0
Met
T11111111111111 E
s
-
F—
r-
0
Z
1
w
c
G
0
a
J
>
T11111111111111 E
s
2
QL
w
v
C
H
O
O
\�
/-
N
V
Q
U
Cn
�
'0O
O
¢
N
o
�U
O
N
y
V)
JOB NO.
a�
v
31149
E
E
c
v
a
SHEET NO.
o
L2.0
w
M
(!1
5 l
N
0
M
3
O
0
r4
C
O
O
U
LLI
z
i5
KSF2 Arm - Mounted Rectilinear Cutoff Lighting
Coefficient of Utilization
_
ratnElt
,�'1rhfV�.ti�, L1,GH 1jVa"``
Nnral: K8F2 2508 R4W TB SP09 LPI.._.,__.__.
FEATURES & SPE(IFICATiONS
Nr:rf
MOUNT ON 20' SSS POLE
Iifl'ENUCD usL �•• ftaai !orwr Ws. ssrtet li2hunr, aparkMy areas.
),P
(ONSrAUCFIbN' -- lagged .G6.E'Adtk,alumhuanrA :Snrarl moil` rrfl' a' rrYfitl 'A.ear'I :'rligtll!vnlrl:hi
B
Lreititq,Raarf) mono ^,1,00%110 41- thu3n'Jaat!' orali iMit :niurvtcarutnt,i, let Ivedrf:tl tws
K8F2400M R4W TEST NO: LT1.83001f
.Soli" niam';rr bingo p i••s and talarrot war tn'a yualle!4u•n, gltix•M1Ic'nsa !aslelor.9V'anbe'preuf x9el
ISOB.LUMINANCB PLOT (Footoundlo)
t' omlla;! ili g"n oL' CO' flamehaae! rrpPsbtdwarmhdeg• e,1: yt4 :vOrea, :xuuce_s :i!rarrya;• :al
AreaUglRinq
that :na.i;Elatktdctlh41xr,mnlurolhH astrinpptle'slc Nor lnctinT,
a
Fifth iiamaalfim!lus doll „rn,ue y'J8i,1><4(;nrr(Irlwdn l r!s, r.l tt oltr•autlicrrnn,I crtC't ua`kMv,
y
DPTItS •- rtrfeanareaaatlt.^.ifandu, earn' 1, to;, yx: itNS;l i! umoly end tsn trol.fierlietmsailtivi
"t' ``i +'t'• (SF
II'�,..+t• �•'a,1P, "i •,
stislnal• G' alanlrnn +a3Jaradt!idda+ndlnkntltr : h. hvucutaat9sbaallhcr•saxdahla;y' {rill
! j; .�.�
(: ord, xY), ilht^ 11ltat7araftdf). T} grtV: 911wadthrow, , h: ryt9. ttif; ,PllrlM(wuir.icnreuu'no'asiy!n'
T20 2.310'O.D.(2'NPS)
'vkt.Y :J :' +r• KrSIS.'3$ " :aukitp!eu• trill :Ea'dteN, pax' c�. issvdt' dhern .IltappOrlsE'htsmst^tlsh!tkl.
Wi Whim
183.4
M,E'FALhiIdRIi :2Sp4CIYd!
�
ELECINiL AIL-- Sadst; (Or its IIkyAlagfau>. Mmrsfmn, efIrt; 5 (4MMA1gs+'tyl�Ft,Esn•,!a'ttuals
DOL Black
roulvr.r far VVX ,.led Taa'A 5, M o Irr''. tih r nvA uk- .1,rit led asP, Vs i•ffn +e: MA r141.
t iN rM tP ,
, a
FIIGH R•s51)faE SODIUM: 2OU- 4C10VJ
IegWl :ibn :amp!faat,lshobo rri :a7.5,• d,: :N;50A aalira) for 165, ibipmenis c--4. Mail girl te•17 u:o
I
15 Sri 25'tAowtki(I 9
farpmhesim;sMpmphmsolF9J.i
. ............ I77p.G . ......... _.
Aaiilt:>:'Ie 10DIO biWlyInsMd.
(t;L'2.Ot1'.A.oil) '.. . ,......_ ..._.I
C
I
( cif' x(' tnpCYaJ; h,! IOrp4AtalFultncaannrlhun�aserlxlxtwi4ropPl' r. sYfTf ,ok4• :;plalodarrw,!,rNa :r•!
lelylih :Ta•19t :7i62St ',
«!MnrtonLln.U:.II,Srd "SltiAV ti01G.
A1..la, i. 25137 163. 5.
INSTfEt( d1T0Y- Gsn, llotlalt�'!` Iw•• nru' r�l�tf! ca• waAu• Itrlatlgs :.4l;pn'd(uhxaretatu :n•OYSiuro,
C^sura•bltGrtt,t; 'nut :_� ......... . .......
rc::erlinyt n,'a,!I:l9t,
x
LISTING " SLls; eei sT204:r,1)t5dtlt :d'ad;ttaEl,( err,. AU• tl: ett •ne!(trnl :;»im;9j.iitNs;;u4rTti
)
;,•a:4(10.2) Kanp61'yu lid
E' A A11iU]2b9r'Giiit•
Wellit1: 52 dls U 1.L'm1s
atn3enlw :npelatwean3wefiaxans.v65c,L1•
Slim, Rrex,0a12P ;f
More. ,nttE/rtW
L YlrbauaoLjma:htrtm,lcbelow Off gOA :xiVd '
Ap Oa•(a!�r•n #rt' i0[l!L tM,'�ilnrswt s r re,
�}
e;fnY«S: f('arir'rJ, 10*1 't
e stand 'o t .0 . r fitddod o tla
' : : :• »fura;r�lna. .Jilin as Intl r P mr,
:..:........:. _. _. _. ..................... .
i
£Et3111 fe: KSFt 4C J y4 .P�4 lPl
.......... _.... _ .. ....D.. .... '
tcs�2 �250S R4W B
_,....,..•...._..... -- .......,._ _•_... .............•.......•..•...... _..._._ ......................._..,._-_,_
! SP09
W ..._........._....._.........., ,. ,.... _...... .... _.. __._,.._._ ».....•_...�
Sakes Wattage Dlstdbuttan Ye(teve Ballast
1 Malrtthhg
ASPS Via ha;ftn A2 TS}xah'1,dwag 133 347 {blank;
Araytx•tlt 7}((q i41E;�N111d )ajtrR dlcr. brty
Isom' 31,0MI" 97 typrluttym ^t4td( 206, 4611" all
eOn:amvOtla;t SP Sgxantpo!o 04 a'ba,t DAW Ory Vil,p0e
' 320M'^ 468Eiu PAR 1$p!I : "tnwt[d ,
79r,• 11x
gaow, (hrrp «ltd( /rte,�r
ttOlalad AP,,,• O;altdpalo or G•Nrr Iht 2tVB Or;.n•!•nnA wd9
){UHau9lul(9. 277 2iU5altf' ,vC �' +' Wit iA911;racRat 64 Vain t!d;, hdsstarntadaPl¢r
soda.(' A4W trpn;• ill' SCWA
fotwarA:iea,v
Syerl4VApulsu. t "W LW:Cpatar rT 12" 4lAUS k.hir,mtudnl tut
g
}Get 400< ,
,tulbaAa;i waAbrata4 avu
r,c 281 :)p!i'xyana' I 9nit.h,
7I i
!I.axav':,:x U.i,Mvd:n rL
I I fttYArnaa Ersnrra'ritlaM;`i:ly
PdstA. Sir
U .Tnn11 ?:M.!'u1t:v!:!i
, ,
I••NLr`1:n: ittF lll,aM, r� NH
Options
finisbaA La '
:.t lopA:4U11StNOU'.titi:xts E( . arteCIT:1! 1 i
Eelei i 9P.S1l.iS2ttDE {!. (hklnk) Ua'kLl ame (A Curef:tn LPf (cap
Pff. tt 'hi AtwSlSt:krixjolIII 6A t)A(t9•:ANI PE° 'a'dAmd;t t : :tlW(' : ^,;0?,PItN) OWN Sl1he ten144elfrash inrNrr,f
ur'p {rk'pltatFtahuClr WIN hOltinrfipal;' IV ra7.k ImIA- le, :illEtliv) 1 DUL 9atk CAT NalIlk,. Iff Lcs,lealp
,I• i :nduhss(U;h)77, ?4),1 N't Aval!Weta NINr1 br-st3rE IM NE ?4Akvn(•Ila•ipE(idl}7) D((o Modhto tWtatin,NIt
+aiU°
n villif eNWIN*lill1 :i pEr oiri1waik(PE(3/rV1 hrnir)
fir Dot hit- 140 At" ?.1%484yi kivi l ttriva
Ndnwatu_..i..1... r a...r.r
tl`
daT'
I
Kk 'r
pp u Nosiidv'H-.4alol93p'
rPan t ,,
0.16 , Af atral 4-yAy
AEu:1 I ;% r `41, 1
I)!tii:) Cp^ } tit leu' rle.f. s.'.l 1411)(4t,
_f.w.
........ • ................�... .l..e.. ....
- »,-• ,.,,•�.x...,.._. ... ....... ... .,,
Hrtvs
' 1.:,' H';!•. �SM1VlTtir: P+ �ti':sa11' :utl'iA.`� °IrR'i4,tkt, r:} 11. it,7t:l Y1i
. ..
.. .. ,,,.. ... ,.,.,.....__....__.., .. w -
6P. astir' v! n.' F. onbam• :r.4t :ftrtsMtua :3f(,rIMA''t,grl •'wta,'`iresu!Idcr,hc: ,r..11`ai ,'1•
4
r Iytnftuv:;Cw. lap :, Mxvim'k:aA0%11gl'!ra :•r,fato
__ ��srottestl 'eaanMooathtg511pAttar
<',
IVUIdolruldFrfxna,
t
Ih.x,Y1111ira4}aV:tS % v;IlYpa:/tp.Yn'I I: !;al:fj,l!!41• '• 'All ^ whin. !i' ^.l :fW.fllj
Ab,r l 14 I W.twa•e;li n!tn :+fo-'!In tW,3.1.•nnl
! alrbk•aknY(kt ) Y
lea,a 10.0, 9ne fw PIzf' T'Aa; 40' Thr Io. -viii• ifliclo p". ": FDINQp1� :t °"
(, 9;1 sp :a'f(7.Nurn•rs i(m alx 4 LuU,$!s.rldi ? »Id :l did9 »I ntl.'9r
13,'a'(n) 12J 1G'I 1M•),% i900 1ANO ,2•e, 6 ^1 Ldp V..17
1 Jpxud R9 :;t1ap1!al AstpaU ICE, ),nU,ffrft. ('i3, 2,l. td tih+ lase' 9rdu :rN >Iwi +t`ncip:aY'N',YM :iYn
:2;•'2: 1784:0 IRtd4D V1•Eir Its -34y t254;b
34TyhttSrm4)). 1t UntihaatKr
.mI
' {1021 !it•.. )S!•2r:a tiff. :fn Y.i -3"f t4S•is.t 11a•i)
I +
s Cn�IiGU :nlNr wdd.ira: e'dyl: II !hoe wsp. '.
• ._..•...._.........._....__.... ..__..........._,.»,..."... ....•_..-- .- _..__.- _._...__....
') a.9,,1,fM \P, INO f:IKfPIptlW'It:i tr„4nC1 ^!•S,•n!,40' 'N NI:11tt•liirr/1J11i,
KSF2 Arm - Mounted Rectilinear Cutoff Lighting
Coefficient of Utilization
Mounting Height Correction Factor
NOTLS:
(Multiply the fe loval by the correction factor)
Initial F'ooteandles ..... ,
pM19
wobsito (YNVF AAllaria.cotr}
n3QNDtI00..11ett(IB 2g.lUlittOOrt0 ttB9ht
KS:F2401MA 1`12 TP.aT 140: IM031001P
K5P2400MR3 1UTNOr119a100601P
KSP24DOM 111460 TEBT NO: 1193041301 P
K8F2400M R4W TEST NO: LT1.83001f
ISOILLUMMANCE PLOT (Footcandlo)
ISOB.LUMINANCB PLOT (Footoundlo)
ISOa,WWNANCe MOT (Poo,4onda)
1801LLUMINANCE PLOT iFOotcandtal
.i
a
.1•_
1
to., 39 fuel ($no beck pogo.)
PT Opel. rap
UAB Loss onchur hells
PMJ
.r
T20 2.310'O.D.(2'NPS)
VD Vibration danlpor
Wi Whim
183.4
T25 2.7lo'OA.12412'
TP Tamper ptuof
DOL Black
n
N
lil -18Sxx Ilerizental afni bracket
S
H3
I,j
- 04
•� p�
_ - a
C
735 4'0.D.J3•I /2'NPSI
FOLn: Fostom, ootlut loss
g/g,V Galvanize linish
20.0
L)dll!AD41Bi04z
electricals
ClfLle.IC.AAfOL%
"'! " " - " "`'•
x
01,12%x 1(2' anuplinyd
CPL34xx 3/d' cauplinyi
OSS Sandstone
pOC Chalonxi r
I
IT �, I B
j
OM29P4 2u11801tvIB,mld
side plugged
CPLixx t'canptmg'
NPt.12xx 1!2' threaded nippint
gray
DIG Tanals grean
Dolt
�}
MA29 2 at 001
9
Millie tad
M Stool blue
$.8 +
i3
NPt1 as P tlnuadud ninplot
A
{
• t J 1 4 1i
f A 1 Y Q a 0
1
t
n 1 i f P 0
a i rr
n 1 r 0
d".JA' ., •.' •". ,o,l; • .,
I' .n ,. t. I.I.v 4"I MV.,
t• 1 sin'd IS, . iW Nv,
d:•a+Y amtl+,l
Wn
IPgI "',I.'er J
no',•n rte rain i Y (,n:`1 ,95tt
:Y N''' {, I. r �; l•'
MM1V '�:'a u•en,M, a I'Ib,, alt , v
(�r.:., lrvAt uLCrmu.: hn,C.ryi., :•h
t.,u.r, 1pt :un,Y.,A. a. td+Uf crl to
5'{01 f \;l,dvil rt"rFa }�x }u »f ?�
ne lr ANV1,I Ht \MC,N'W,A."V
OMMAS ?at 1801
PdstA. Sir
U .Tnn11 ?:M.!'u1t:v!:!i
, ,
I••NLr`1:n: ittF lll,aM, r� NH
N, Y§hull.
!. trvr,
KSP24 *OM Rag 7E8't NO: itea081801P
KSF2 4005 R2 hat It;. 111110,111,01
10:2. 400S 16 icsl 411ll1 A0.'IsO71501
KSF2 400S R4SC testttc. 11920,2201
ISOILwr41NANCE PLOT (ra latandlal
aarnann tl LVAlnlal
ttfNltllnfNUa,,,t :k
piflltaTlVa :IJNIYR
raliUred extra handholo.
DM4VAS 4ar98'
2 Ilse drilling temphttel to ba used lot a patticulal (uirileira du(a ids
AEflIS " "..$lLS1La *d_dLUL9JaU1 ?flagon
4
DMISAST.. 1 x1901
<',
t
DM7,8AS'I', 2 at 1801
3 Insart'V or'r to dosignom Blown oleo; e.g. DMt9AST2.
DM29AST, 2 o%V
4 Spoody location and nriontalion whom ordnrina nptian,
Datla9AS1. 3 at 9e,°
For 1P%Y: Spority rho height in loot arrive, hose of polo.
DM40AS'I. 4 at 90"
,
Fxaalpla: 01, 5 and 20 .+ 2O
D.A4Ef).4.'*..Sisi>2td dtall
For2od 1r, Silting), oriortalion them handholu JA,a.C,D)
trlQtl*1).09!•a
40fer to rho Nondhnlo Ofrantntinn dlogrern above.
UMISMHI'.., tat 90•
N Hordomola ran ill to'x2.3J6'O.D.eaeonstandard.
OM MIRT„ 2at160°
1
'r;^hl
W.WilM r:rl+M'd?Wlfa :tp nb"al,Al
1-YAF 141 P01.14 lw; 11,7, I1:A,Ala
ts!di rat) w,43Pa,: h+ r. 41A
ryr hmoil W-1, -t-, wtl
7 Addltioval colors dva'labin; see www.lithonin.colniarahcolo's at
"•`•!!r ":Yd.(ah..1t!!na5'
1. ^!,I IPt11' :'c „!;d1 LJ;tt.n ti'
'n.
I.vrl.fw,t :AhtYa.lLpl1!IPSai'
>z,sw,+v,l
rxu
nu..Int4a•A +ISS'^',- -'.e,4 t+ral.
:!•t`t:kt a,isr91ia,td;!'.
+n•. G•a1N4a.twvl.v:'roG 9r3 tali°
+axn•t >r,+Pw,ee,tnit,r. vuvvwt'.r srs.m
KSF2 4005 R4W tlaNa O aSOi
KSF2 4005 R5S rianu :!s36stto4
Sheoll Pole -SSS PL-320
uvrnarato ua a,!ax
auixau;a u;cwnox
! :
11
7
0 i9
COUNTY OFALSEMARLE
SO:ai NdS hn :.,iLn','T troy. ECni2 :ern
L1an %W nn)lde.`:ll :,•a11IP,i'M'P;f
:,rats. :IV 211,4 3,crna._r,r.2:,;
bars s!us.dy,rkts tiara eta!'
.>x tr4bl!`f Lti,iPSr.'p It'Pyr he "'nA;Iec.,,
rrr.r.! :Ah.�1ul ah6�!' },Y.t J:e.
f°j `. xn / rHZ7M1A 1.-A 9"' �d¢.+k' t a . r.
.f,n*:Mcr/ityl".'rts Cir,:;;rr',y
U(It710(Ift .i:!t!rlbano: ;;y} hr,.ry {s S:, fi1$l )IJ Fu!s!' YiI),G7 %Yf 5) For,' i ll1113 Slli!I.iw.r :P;lr +,,.( :r,1t ''lr;:! ill HI 11 I,Aj 8 .111 t fig! %0q. i:tr. 1 ;iphi4 nxP,P,el. ltr!Y. OiJ;i!!4
Catalog lQu
a' ,c®,vv(1A BA H Imail) -886 2 DV19 0
BS$ 20 4C DAi19 pAB
--ftw Notes Type
FEATURES & SPECIFICATIONS --
CONSTRUCTION -- Waldabie•grocla, hotrroiled, commurclal•quallLy Carbon
steal tubing with u minimum yield Of $5,000 pill pt•gaugol, Or 50,000 PSI (7• Anchor Brio Pales
pound). Uniform wail thicknoss of ,125" er ,108', Shan Is One•piOCO with o full-
length longitudinal high•fregtionOy electric rosistanco wofd, Uniformly
square In Dross- soctfun with flat sides, small career radii and Oxcoilont
torsional qualities. Available shaft widths are 4, 5 end 6 inches,
Anchor base Is lubricated from hnbrollod curbon stool pinto cnnfosnang in
ASi'M A36, that moots or exceeds a minimum•yiold strength of 66,000 psi. Base
plum and shaft Are circumfo(antlally welded sop and bottom, Bus* cover, is
finished to match pave. SQUARE STRAIGHT STEEL
A handhole having nominal dimensions of 3' x 5` for all shafts. Included is n
cover with attachmont scrawa,
Top call provided with all drill -meant pules.
Pastone,s are high - strength galvanized, zine•plated 01 slainloss steel.
finish: Must specify finish,
Grounding: Provision located imhnediately insidu haldhotn rtm, Grounding
hardware is not included Ipoovided by others),
Anchor Rohs: Top partial, of anchor bolt Is galvanized per ASTM A•151
Mario Of stool rod having a minihmmn yield strength of 55,000 psi, `
ORDERING INFORMATION Lead times will vary depending on options selected, Consult with your sales representative.
Mounting Height Correction Factor
NOTLS:
(Multiply the fe loval by the correction factor)
t Pl: olomottie data f or othel distribuhansconboaccossedham the l 'nhoniauUhting
pM19
wobsito (YNVF AAllaria.cotr}
n3QNDtI00..11ett(IB 2g.lUlittOOrt0 ttB9ht
2 Far plecte ca) nhen!rtadsdCa,fronsnl! nutdoortoahrill data apaooltot!an shoetsml
16 ft.= 6.4 15ft,> 1.79
art tothhonia.com
30 ft,. 1.30 30 ft.I. 0.46
3 ' lastadtonationaLSandNEMAahmdardsunders011111zadfaUnfntoryCCndiliollL
40ft.,0,77 4011. -0.26
various operating tucuus can cause differences brnvoen lenlNamry and actual field
Pimsh'
measurements. 01monslous and 8paaifiaati0a5 are based all the most correct avail olll
dataanderosubjecttorhonyq.
lh ill l \
�CaftaCtiDnfaCtOf CE T%4S7i11l O1tn U
f°j `. xn / rHZ7M1A 1.-A 9"' �d¢.+k' t a . r.
.f,n*:Mcr/ityl".'rts Cir,:;;rr',y
U(It710(Ift .i:!t!rlbano: ;;y} hr,.ry {s S:, fi1$l )IJ Fu!s!' YiI),G7 %Yf 5) For,' i ll1113 Slli!I.iw.r :P;lr +,,.( :r,1t ''lr;:! ill HI 11 I,Aj 8 .111 t fig! %0q. i:tr. 1 ;iphi4 nxP,P,el. ltr!Y. OiJ;i!!4
Catalog lQu
a' ,c®,vv(1A BA H Imail) -886 2 DV19 0
BS$ 20 4C DAi19 pAB
--ftw Notes Type
FEATURES & SPECIFICATIONS --
CONSTRUCTION -- Waldabie•grocla, hotrroiled, commurclal•quallLy Carbon
steal tubing with u minimum yield Of $5,000 pill pt•gaugol, Or 50,000 PSI (7• Anchor Brio Pales
pound). Uniform wail thicknoss of ,125" er ,108', Shan Is One•piOCO with o full-
length longitudinal high•fregtionOy electric rosistanco wofd, Uniformly
square In Dross- soctfun with flat sides, small career radii and Oxcoilont
torsional qualities. Available shaft widths are 4, 5 end 6 inches,
Anchor base Is lubricated from hnbrollod curbon stool pinto cnnfosnang in
ASi'M A36, that moots or exceeds a minimum•yiold strength of 66,000 psi. Base
plum and shaft Are circumfo(antlally welded sop and bottom, Bus* cover, is
finished to match pave. SQUARE STRAIGHT STEEL
A handhole having nominal dimensions of 3' x 5` for all shafts. Included is n
cover with attachmont scrawa,
Top call provided with all drill -meant pules.
Pastone,s are high - strength galvanized, zine•plated 01 slainloss steel.
finish: Must specify finish,
Grounding: Provision located imhnediately insidu haldhotn rtm, Grounding
hardware is not included Ipoovided by others),
Anchor Rohs: Top partial, of anchor bolt Is galvanized per ASTM A•151
Mario Of stool rod having a minihmmn yield strength of 55,000 psi, `
ORDERING INFORMATION Lead times will vary depending on options selected, Consult with your sales representative.
'0.1
'0.1
Example: SSS 20 5C OM i9 008
SS 20 4C
pM19
No. Label X
DOB
Z
_._..1__.,_.....,_....._,.
1.., _.........__..._
1.........._.._..,
(...............
( Series Nominal fixture NOminai shaft base site!
Mauttthtg' j
�.__,_...-
L..,..,....,.....,., Options
Pimsh'
nTOmina htti ht well thirkness
sSS I..._...._._g....._e.� l___._».._......._....._w..l
...... --- .._._._..- .___......_.....1
arrLwt•ruaaEStiOfl
..,,_......._ ...... ............
hkinrtdd..Jrs€WUnd
rgtalLdattL.99toe.s
to., 39 fuel ($no beck pogo.)
PT Opel. rap
UAB Loss onchur hells
DDB Dnik bnlrza
Jana bark page.)
T20 2.310'O.D.(2'NPS)
VD Vibration danlpor
Wi Whim
183.4
T25 2.7lo'OA.12412'
TP Tamper ptuof
DOL Black
20.0
NPs)
lil -18Sxx Ilerizental afni bracket
tft ModfVm broozo
HANDHOLE ORIENTATION
T30 3'1/2'O,D.13•NPsl
11 firill- L•s
DEAR Nuttnal nlua!nvm
C
735 4'0.D.J3•I /2'NPSI
FOLn: Fostom, ootlut loss
g/g,V Galvanize linish
20.0
L)dll!AD41Bi04z
electricals
ClfLle.IC.AAfOL%
"'! " " - " "`'•
at 180
Dhta1 2 rat 180'
01,12%x 1(2' anuplinyd
CPL34xx 3/d' cauplinyi
OSS Sandstone
pOC Chalonxi r
I
IT �, I B
j
OM29P4 2u11801tvIB,mld
side plugged
CPLixx t'canptmg'
NPt.12xx 1!2' threaded nippint
gray
DIG Tanals grean
Dolt
..I
MA29 2 at 001
NPt34xx $'1' throodad olpale !
Millie tad
M Stool blue
$.8 +
ONO 3 ul Or
NPt1 as P tlnuadud ninplot
13.7 J . 13:6_
12
DFM4 Oat 901
EHWx Extra hof!dhalas,s
ALOid1h0 t r
t pi..fAlnfB.
A
AEJitS !U.! @ME1ttiM!Driiiavwng+mf
(pmvdor (Intshlf
Nand bolo
DMVIAS t at DD°
OMMAS ?at 1801
NQ1Z5
DM23NS 2 at 901
0
Q '0.0
i Whon ordurhsp touch traveling and mill moonting for rho saroa
UElr1911S 3 at 90^
'0.1 t.2
`1
ab.3
polo, follow this oxxmplut DM20/r20. Thu combination includes a
k ;b 8
`�1 3
11
_ *2 7 1/1
raliUred extra handholo.
DM4VAS 4ar98'
2 Ilse drilling temphttel to ba used lot a patticulal (uirileira du(a ids
AEflIS " "..$lLS1La *d_dLUL9JaU1 ?flagon
on the huninalro that is usod, itefor to tho Tocttntcal Date Sooloo
DMISAST.. 1 x1901
<',
of lho Outdoor Bhidnr for orlwill Tomplatos.
DM7,8AS'I', 2 at 1801
3 Insart'V or'r to dosignom Blown oleo; e.g. DMt9AST2.
DM29AST, 2 o%V
4 Spoody location and nriontalion whom ordnrina nptian,
Datla9AS1. 3 at 9e,°
For 1P%Y: Spority rho height in loot arrive, hose of polo.
DM40AS'I. 4 at 90"
,
Fxaalpla: 01, 5 and 20 .+ 2O
D.A4Ef).4.'*..Sisi>2td dtall
For2od 1r, Silting), oriortalion them handholu JA,a.C,D)
trlQtl*1).09!•a
40fer to rho Nondhnlo Ofrantntinn dlogrern above.
UMISMHI'.., tat 90•
N Hordomola ran ill to'x2.3J6'O.D.eaeonstandard.
OM MIRT„ 2at160°
1
6 Combination of innondnp and drift mount iueludos extra handmull,
OMIIIM97 , 2 at 9
DM39MRT 30194,
F =472.00'
7 Addltioval colors dva'labin; see www.lithonin.colniarahcolo's at
,
DM49MDT 4 at 90`
7 10
ArcHtua aril Colors hroohtrn (Form No. 7901• Ponder finish
-,
stxndold
Outdoor
--
Sheoll Pole -SSS PL-320
.- - .: l•
4' CHAIN
LINK FENCE
LUMINAIRE SCHEDULE
Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts
Lithonla KSF2 Specification Area ONE 250 -WATT CLEAR
B 6 250S R4W Luminalre, 25OW High ET -18 HIGH PRESSURE KSF2_250S_R 29000 0.81 310
a MOUNTED ON 20' Pressure Sodium, R4 SODIUM, HORIZONTAL 4W.les
SSP POLE Wide Reflector, Full Cutoff POSITION.
MEETS THE'NIGHTTIME
FRIENDLY CRITERIA
STATISTICS
Description Symbol Avg Max Min Max/Min Avg /Min
hollymeade E.S. Bus Loop + 1.8 fc 7.3 fc 0.0 fc N/A N / A
SURFACE SCHEDULE
Reflectances Normal
Name Front Bad( X Y Z Area (ft')
Hot ymeade E.S. 0% 0%
LUMINAIRE LOCATIONS
'0.1
'0.1
'0'
,t.4 'r` '
1)16'
No. Label X
Location
Y
Z
MH
Orientation
Tilt
1 B 284.2
171.7
20,0
20.0
187.9
0.0
2 B 453.5
161.2
20.0
20.0
184.4
0.0
3 B 366.8
166.2
20.0
20.0
183.4
0.0
4 B 287.6
89.9
20.0
20.0
81.7
0.0
5 B 458.1
84.1
20.0
20.0
263.9
0.0
6 B 367.6
40.7
20.0
20.0
0,0
0.0
APPROXIMATE r r r
R/GhIT OF WAYr r r p� , r s f POWER CREEK DRLVE f
/CORD 1521
80' ROW
0
3
., b' T / w,
0.0 r r b.1 0. _ r A5P � r l \
'`° / "�i?.�4� =�@, 4 '!4 SI%AL 3 i 3 •b.2 X1.1 �.1
-- -
r
�'� / °_- .3 $.4 +0 - 10,7 'b.6 b.6r 'b.5 'b•4 .2 ! ! \
Rlk. t ' ✓
G '-_- '- _ -
1 ,u'.� Jr'`„�'r1 9,�.X' r 4 P "�'k: M � h ff 1�'..v�" r i y„ '-`- -'--"' '•� .,,, t�'1 - '_- .•.__.. _ "__' -�_.. {j�j � _._. "-_.__ ----._ ! !
.. / AF
,
1. S
{
� X
+
+ j
`J
YJ /,
3 9 - X1.4 -`�`$�";'-- -___ "° ` � _._. � . $
��4 $ 1.4 :9 X3.4- A. �,6 1. 1 .1 �_ ��-.v - =�=1�� -.` $ 3 f $1�-
d \
"+r � t its+ "l ?t u"f ,.. .- ' .-- ' r r .... .._- .-- �.-- '''T'�- •`.. - ''.c- -- �'' "--- � _ -_- �~ (l i'-'- --
'"r';!a„' r,i+�"t'lt! a;'y? ,,ttl _Y,,. y, - -' .- .'• a "' ;__"� _- .. -__._ _ v. _... - - �-
�Y . �"w'C ✓ tt� n s ''��v � S :. s .. s�"r ..- + + � ....• a ~ "• '' + + - --•-._ / 13 ._"' -' .- - ... -' ` ,_` ._ .-. -m ,.....®
r +1.2 r 9 X2.8 $.5 $.9" $.0 '3.6 . X1.4 1.9 - X1.6 `3.8 r`3.3 + ».8 +1.4 1.1 1. 0 `� 5C �.6 .5
� __.."^'-G. I , _ -•.•�, ^� -._.'_ _'�___ - `---•�
+ .6 ' +4.9 '3.4 j "3.4 + •9 '3.3 5 $.1r _2 '3.3 , +1 • ! _ "'�'s--- - $- -....'
1 � t ��ur --, ��_ ,
"s a3$,5Kf'4"ii'1 ttY•Fttrf d"+i n .- /� �. ! ~~'' G� -•-�`
'2.8 '2.8 ''3.0 'b.6 43.3 12.7 I$.8 '3.8 +4.3 +4.7 +4.5 4l..5 '2.4 ±4. /$,0 4 $.3 .9 +1l5 10.5 '0.3 ' '0.2 '�--- "-
E, 6 + ' +
���`?r+�,rti��,t�t+ s ,��,�, 3��E,•t�'� 3.A�ir�d �;r;! r 'i -/ �• ...._ _.... -_ ..,. .-. ,r� � . r i
t ,1� .0 �.6 +1.5 .0 + . X2.1 '3.2 'l..2 '1.1 $.0 '2.9 .1 X3.0 '2.9 +l..4.1 `3.1 '3.2 b3.0 '3. '3.0 '2. +I14 $.6 '0.4 '0.2
t r 'b.3 $. 1 2, G' 1.2 1.7 .0 *L.4 '2.6 X1.3 .3 X1.2 0 1 7 1.1 1.8 1.5 .1 1.6 1.7 ',1' .:'2.4 12,3 1. 1 9 '2. 2 1.3 Itb 9 �}.6 '0.4 110.2
_ ! !
y ✓
- `t'•6 ?. .0 - 2.4 _ �3. g�� Ada ��� _4 � 61` - + b��dt'I. �'\\�t. d +1. -\�\O+ - '2.1 `2.6 '2.4 +1.7 +1.5 j 1.0 5 b.4 b.2
g 1
�- 5 �J
i
'0.2 $.3 $.5 $.8 +1.4 '2.1 '3 6 1.2 1,2 +1. +1.6 +1. .0 < .4 '3.4 '2.5 +1. +1,4 it ! $.9 $. $•3).1
i _470~
b.1 $.2 'b.3 4b.7 +1.5 '2.8 .1 '7.3 �3. 0 +1.8 +1.6 1.`.� 2 +1.1? +1.1 b. .0 +1.3 +1� (�' a +4.3 +4.2 13.4 12. +1.4 � $.8 b.4 $.2 $.1
J
I + P �+ �Q� PR \ + \ + \ ! G + + !!
GATE
C�7
J
h
Ij
i
'0 0.1 $.3 0.6 1. 3.5 $.4 $.4 3.2 .8p 1.4 dC$`' 0�VI3 VI•O`l 1 • P 1( P P Q � 1.7 P \'{�Q> $.6 S, `3 1.4 ! ! 0.7 U. b.2 'U.1 J`
TER + +1.8 +1.2 +1.4 +
AULT- �° �4 -e,.2 $® '� $•7 4.1 X2.1 . 1.9 1.8 1.4 4 1.3 1.2 1. 1.8 1.7 1.4 X1,3 2• '5. 0 '5. °3.2 1.3 i 'b.6 '0.3 'b.2 '0.1
'0.1 '0.1 $.2 '0.5 .0 .2 13.6 +4.6 '3.1 1 • 12.1 12. +1.6 +1.6 +1.6 +1.4 +1.9 +1.9 +1.7 +1.7 .4 $.4 ;3.1 +1.4 1 '0.6 '0.3 10.1 1
PI
'0.0 '0.1 $.2 '0.3 $.7 +1.3 + . ;3.2 3.9 +2.2 '2'&' \�1.2 '2.9 $.9 ,,", 142 +l..3 +1.8 +1.6 +1�, ,0 X3.3 +4
- 470 - -�
$.0
'0.1
'0.1
'0'
,t.4 'r` '
1)16'
: � � .1 �\ +1 �6 p 1.8 < / ,
6 2 + .1
tl
�b•6
+
+4.1
* L. + � 1.7 +1. '2.4 13
7 $.7
!
$.2
'0.11\ 'O.Q
<
!!'0\2
t
ONCRE?T <<
to
/
- '1b.1
$.1
•b.1
b.2
$.3
'0.5 b.8
0 .
.-4�
<i'
L. f .
'1313'
+ +1 +
1.4 1.2 .5 1
I /
_I'
��'I,.
M '0.0
•b.0
$
$.0
$.1
$.1
$.2 '0.5
'0.6
$.8 +
�k6'
1�.4
13.7 J . 13:6_
12
+1.6 + �1 'b.9 t.7 b•7
40.0
'0.0
0
Q '0.0
$.0
'0.1
'0.1 t.2
`1
ab.3
r
X3:4
k ;b 8
`�1 3
11
_ *2 7 1/1
+1.3
1b.7
<',
;�
,
1
'lil
4.
1
\�- F
F =472.00'
7 10
1
11
COUNTY OFALSEMARLE
SCHOOL BOARD
D, B, 489 PG. 381
PARCEL iD. 04681 -01 -00 -00100
I!
'31
10.5
10.1
.6 .21.8
1l +0
f!
b.2
6 2 + .1
tl
�b•6
'b.3
$.2 'b.1
7 $.7
!
$.2
'0.11\ 'O.Q
r, 4 70
/ft,5 b.4
!!'0\2
$.
$.0 $.0
\\
.,-4,70, _
1
I
1
SCALd 1e,' =20'
0 20' 40'
to
op
JOHN A ASH tZ
Iris. No. 31371 r�
.Ala
IANAL
q
U.
U. j C
m E V
Q .3 .fin. 2 tx.1
,
om! SS of N
t
®- tI1 C-13 A , E -
C7 lit! - ><
t1.I W tQ z
Q to ~ = O
tY j C�5 ~
C°1 V ce
Un
h M 4W N
( o
4- O Uj
C-4 It
0 CD CO
Q M0) to
U 04
N
-° M am
)L
H- X tU U
d3 i fc tU
0 6 Ll. y a
•> W
+® e� ce) }~
d ®
to
CI) LU
U � W
O Q �
LU
w'
wQ DATE
W
FEB. 7, 2011
MA
DRAWN BY
T. SELDON
• DESIGNED BY
• C. KOTARSKi
. CHECKED BY
• J. HASH
• • SCALE
1 rt =20'
•
• U_
0
CL .02
0-
L
(n
v
0
zC
dL
(7
c
z °
L
H °
a
C
O
O
(°- z 3
V / Z C
U
an
U
F'-•1 � 7
> 0
i V G
J
v
o w
0
U �.
J
�
�
(rIT / c
O
UJ �J = O
a a
V)
z
0
lassis-
g
z F
O
W
a
0
W CX
J
X
r) ar
N
W
v
N
c
E
J
O
o ro
asr O
JOB NO. °
c
31149
SHEET NO. a
L3.0
� 1�