HomeMy WebLinkAboutSDP201300020 Plan - Revision 2013-08-05N
GENERAL NOTES:
G1,) THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE
INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES THAT
OCCUR BY HIS/HER FAILURE TO LOCATE OR PRESERVE THESE UTILITIES, IF, DURING
CONSTRUCTION, THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN
ON THE PLANS HE/SHE SHOULD NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER
5TEP5 TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE.
G2,) ANY DI6CREPANCIE5 FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS OR ANY
DISCREPANCIES OR AMBIGUITIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE
ENGINEER. WORK DONE BY THE CONTRACTOR WITHOUT DIRECTION AFTER THE DISCOVERY OF
SUCH INCON515TENCIE6 SHALL BE DONE AT THE CONTRACTOR'S RISK.
G3.) ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND THE VIRGINIA
DEPARTMENT OF TRANSPORTATION 5TANDARD6 AND SPECIFICATIONS, CONSTRUCTION OF
SANITARY SEWER AND WATER SERVICES SHALL CONFORM TO THE VIRGINIA DEPARTMENT OF
HEALTH STANDARDS AND SPECIFICATIONS AND ALBEMARLE COUNTY SERVICE AUTHORITY
GENERAL CONSTRUCTION SPECIFICATIONS,
G4.) ALL CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA)
REQUIREMENTS & WITH THE 2009 UNIFORM STATEWIDE BUILDING CODE (USBC) AND ICC/ANSI Al17.1
2003. CONTRACTOR'S ATTENTION IS DIRECTED TO DETAIL SHEETS FOR ABSOLUTE MAXIMUM
ALLOWABLE SLOPES ON SIDEWALKS.
G5.) CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR AS INDICATED ON THE PLAN,
G6.) ALL FINAL GRADING, SEEDING, SODDING AND/OR PAVING SHALL BE DONE IN SUCH A
MANNER TO PRECLUDE PONDING OF WATER ON THE SITE.
67.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS
BEFORE THE START OF CONSTRUCTION,
G6.) THE CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) 48 HOURS PRIOR
TO EXCAVATION.
G9.) THE CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRICAL, TELEPHONE AND
CAN SERVICES,
G10.) DISPOSE OF TREES, STUMPS AND OTHER DEDR16 OFF SITE,
G11,) ALL MATERIALS USED FOR FILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS
WOOD, ROOTS, FROZEN MATERIAL, ROCKS OR BOULDERS OF UNACCEPTABLE SIZE OR ANY
OTHER NON -COMPACTING SOIL MATERIAL5.
612.) A PERMIT MUST BE SECURED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
BEFORE ANY WORK 15 PERFORMED IN A STATE RIGHT-OF-WAY.
613.) THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR
OTHER EQUIPMENT OF MUD PRIOR TO TRAVELING ON A PUBLIC RIGHT-OF-WAY, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS AND TO ALLAY DUST AND TAKE ALL
MEASURES NECESSARY TO ENSURE THAT THE ROAD 15 MAINTAINED IN A CLEAN, MUD AND
DUST FREE CONDITION AT ALL TIMES DURING CONSTRUCTION.
614.) DIMENSIONS ARE FROM THE FACE OF CURB UNLE66 OTHER OTHERWISE NOTED.
615.) PAINT HANDICAPPED SYMBOL ON PARKING SPACES WHERE SHOWN ON DRAWINGS,
TRAFFIC MARKINGS FOR HANDICAP PARKING SPACES AND ACCESS AISLES SHALL BE BLUE.
TRAFFIC MARKINGS SHALL BE IN CONFORMANCE WITH THE LATEST VIRGINIA DEPARTMENT OF
TRANSPORTATION AND THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES STANDARDS
AND SPECIFICATIONS.
G16.) TRAFFIC CONTROL 51GN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST
EDITIONS OF THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES.
617.) NOT USED
618.) NOT USED.
619.) ALL FILLS TO BE COMPACTED IN 8" LOOSE LIFTS TO 98% STD. PROCTOR.
620.) EXISTING SLOPES GREATER THAN 4:1 SHALL BE BENCHED PRIOR TO PLACEMENT OF
FILL,
G21.) CONTRACTOR WILL COMPLETE ALL SITE WORK: FINAL GRADING, LANDSCAPING, SEEDING,
PAVING, AND REMOVAL OF DEBRIS.
622.) THIS PLAN HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND
DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY.
G23.) ARCHITECTURAL PLANS, SIGNAGE PLANS, AND LIGHTING PLANS SHALL BE SUBMITTED
BY ,OTHERS UNDER SEPARATE COVER. ALL ARCHITECTURAL, 51GNAGE, AND LIGHTING
INFORMATION SHOWN ON THIS PLAN 15 PROVIDED FOR INFORMATIONAL PURPOSES ONLY,
624.) BOUNDARY INFORMATION FROM A FIELD SURVEY BY PERKINS � ORRI90N,
G25 . TOPOGRAPHIC INFORMATION
FROM A FIELD SURV
EY BY PERKINS 4 ORRISON.
G26.) PIPE BEDDING SHALL BE PER APPLICABLE VDOT 5TANDARD6 UNLE66 OTHERWISE
NOTED,
627.) HDPE PIPE SHALL BE DOUBLE WALL TYPE "S" WITH SMOOTH INTERIOR AND MEET
AA5HT0 REQUIREMENTS M294. HDPE PIPE BEDDING SHALL BE PER MANUFACTURER'S
SPECIFICATION
9. REQUIRED PARKING:
2 OR MORE BEDROOMS: 2 SPACES PER UNIT
446 GLA OF OFFICE SPACE: 2 SPACES REQUIRED
MULTI -FAMILY: 64 APARTMENTS X 2 SPACES REQUIRED PER APARTMENT = 166
SPACES REQUIRED (INCLUDING HANDICAP SPACES)
OFFICE: 560 GLA / 446 NLA OF PROP05ED OFFICE IN APARTMENT BUILDING #3 = 2
PARKING SPACES,
TOTAL PARKING SPACES REQUIRED = 170 SPACES REQUIRED / 121 PROVIDED
(INCLUDING HANDICAP PARKING) SEE EDENBROOK LLC PARKING WAIVER
22 ON STREET PARKING SPACES AND 99 PARKING LOT SPACES
10, LIGHTING PE6IGN BY OTHERS AND SHALL BE IN COMPLIANCE WITH THE COUNTY ZONING
ORDINANCE. LIGHTING PLAN SHALL BE SUBMITTED WITH SITE DEVELOPMENT PLANS.
11. 51GNA6E DESIGN BY OTHERS AND SHALL BE IN COMPLIANCE WITH THE COUNTY ZONING
ORDINANCE. 51GNAGE PLANS SHALL BE SUBMITTED WITH SITE DEVELOPMENT PLANS,
12, LANDSCAPING:
32.7,9.E 4 32.7.9: STREET TREE PLANTING REQUIREMENTS
TABLE 6: 75 TREES: UNIFORM SPACING OF STREET TREES IN PLANTING STRIPS
REQUIRED AT THE FOLLOWING RATE:
1 LARGE STREET TREE FOR EVERY 50' OF ROAD FRONTAGE, OR PORTION THEREOF, IF
25' OR MORE,
1 MEDIUM SHADE TREE SHALL BE REQUIRED FOR EVERY 40' OF ROAD FRONTAGE, OR
PORTION THEREOF, IF 20' OR MORE
*THE REQUIRED AMOUNT OF STREET TREES HAS NOT BEEN MET DUE TO SPACE
RESTRICTIONS CAUSED BY UTILITIES, RIGHT OF WAY, AND THE SIGHT P16TANCE
EASEMENT.
32.7.9.7 PARKING LOT LANDSCAPING
INTERIOR LANDSCAPING SHALL BE AN AREA EQUAL TO FIVE (5) PERCENT OF THE
PAVED PARKING AND VEHICULAR CIRCULATION AREA AND SHALL BE LANDSCAPED WITH
TREE5 OR SHRUBS. THIS SHALL INCLUDE 1 LARGE OR MEDIUM SHADE TREE PER TEN
(10) PARKING SPACES OR PORTION THEREOF, IF FIVE (5) SPACES OR MORE.
23 PARKING SPACES = 3 TREES REQUIRED / 4 TREES PROVIDED
76 PARKING SPACES - 8 TREES REQUIRED / 8 TREES PROVIDED
INTERIOR PARKING LOT LANDSCAPE ISLANDS: 5% REQUIRED / 4572 OF = 10% OF
PARKING LOT AREA PROVIDED
ADDITIONAL PLANTINGS ALONG PUBLIC STREETS: WHEN A PARKING LOT 15 LOCATED
SUCH THAT THE PARKED CARS WILL BE VISIBLE FROM A PUBLIC STREET: THEN
ADDITIONAL LANDSCAPING OF LOW STREET SHRUBS SHALL BE REQUIRED BETWEEN THE
STREET AND THE PARKING LOT. SHRUBS SHALL BE PLANTED IN A SINGLE ROW 5' ON
CENTER,
*THE REQUIRED AMOUNT OF STREET SHRUBS HAS NOT BEEN MET DUE TO SPACE
RESTRICTIONS CAUSED BY UTILITIES, RIGHT OF WAY, AND THE 51GHT DISTANCE
EASEMENT,
32.7,9.E SCREENING
SCREENING 15 REQUIRED AND PROPOSED AROUND THE DUMPSTER AND THE HVAC
UNITS.
32,7,9.9 TREE CANOPY
FIFTEEN (15) PERCENT TREE CANOPY FOR A RESIDENTIAL SITE TO BE DEVELOPED AT
A GIR055 DENSITY OF OF MORE THAN TEN (10) BUT LESS THAN TWENTY (20)
DWELLING UNITS PER ACRE,
5.41 ACRES = 0,67 ACRES OF CANOPY COVERAGE REQUIRED / 0.95 ACRES OF
CANOPY PROVIDED
ALBEMARLE COUNTY
FINAL PLAN
GE
NERAL NOTES
GENERAL CONSTRUCTION.MOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
DEVELOPMENT:
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
EDENBROOK PARK
DEPARTMENT OF TRANSPORTATION NPOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT TIHE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
OWNER:
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
MARCH MOUNTAIN PROPERTIES LLC
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
APPRE65 P 0 BOX 370
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED,
CROZET VA, 22932-0370
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
PARCEL ID 055EO-01-00-000A1
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
253
GRADING OR OTHER CONSTRUCTION,
DB 81
3812/187
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
ZONED: NMI)
5, THE MAXIMUM ALLOWABLE SLOPE 15 2:1 (HORIZONTAL:VERTICAL), WHERE REASONABLY
PROFFERS ZMA-2004-00024
OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
DEVELOPER:
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE
EDENBROOK, LLC: C/0 THE HUMANITIES FOUNDATION
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT 15 DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
474 WANDO PARK BLVD, - SUITE 103
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
WE PLEASANT, SC 29464
TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE
ZONING NOTES:
- CLASS III.
1. PROPOSED DEVELOPMENT: 1 - COMMUNITY CLUBHOUSE FOR EDENBROOK PARK
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
RESIDENTS AND 4 - 3 STORY APARTMENT BUILDINGS, CONTAINING A TOTAL OF 84
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
APARTMENTS. THE DEVELOPMENT WILL BE SERVED BY PUBLIC ROADS, WATER, SEWER,
AND THE REQUIRED PARKING LOTS.
2. SITE CALCULATIONS:
PRE- DEVELOPMENT: LOT 21: 2.04 ACRES - LOT 20: 3.36 ACRES
POST DEVELOPMENT:
ROAD B: 0.70 ACRES (VDOT PUBLIC R/W - DEDUCTED FROM BLOCK 20 � 21)
ROAD 1: 0,23 ACRES (FROM CENTERLINE OF R/W DEDUCTED FROM BLOCK 20
DEVELOPMENT ON BLOCK 20 � 21: TOTAL AREA = 4.45 ACRES
BUILDING COVERAGE: 0.91 ACRES (20% BUILDING COVERAGE) OF WHICH 2,395 OF
FOR RECREATIONAL PURPOSES
PARKING LOT AND VEHICULAR DRIVEWAY AREAS: 0.98 ACRES / 42,677 OF
SIDEWALK COVERAGE: 0.21 ACRES / 9,313 5F
INTERIOR PARKING LOT LANDSCAPE ISLANDS: 0.10 ACRES / 4572 5F = 10% OF
PARKING LOT AREA / 5% REQUIRED
OPEN SPACE: 2.30 ACRES / 100,263 OF = 51 % OF THE SITE AREA
3. TRANSECT ZONE: CT4: FUNCTION: SUPPORTS CENTER WITH A VARIETY OF RESIDENTIAL
TYPES AND SOME MIXTURE OF USES, PROPOSED USE: MIXED RESIDENTIAL:
COMMERCIAL REAL ESTATE SALES OFFICE (ADMINISTRATIVE AND BUSINESS OFFICE),
EDENBROOK CLUBHOUSE AND 64 APARTMENTS.
4, LAND USE RELATIONSHIPS: 30 - 59% OF THE TOTAL NEIGHBORHOOD AREA.
5, MAXIMUM UNITS ALLOWED BY UNIT TYPE: BLOCK 20 � 21 = MAXIMUM OF 97
APARTMENTS ALLOWED. 84 APARTMENTS PROPOSED + 1 COMMERCIAL OFFICE WITHIN
THE APARTMENT BUILDING #3.
6. LOT AREA 4 COVERAGE: TABLE 6: MIXED USE: BLOCKS 20 � 21: NA / 60% MAXIMUM
LOT COVERAGE ALLOWED / 47% PROVIDED - SEE NOTE 2
7. BUILDING HEIGHT: MAXIMUM ALLOWED PER TABLE 6: 4 STORIES: 3 STORIES PROPOSED
FOR THE 4 APARTMENT BUILDINGS: HEIGHT OF APARTMENT BUILDINGS = 39.3, PER
ARCHITECT: SATISFIES THE 1:2 SPATIAL ENCL06URE REQUIREMENT. PROPOSED
EDENBROOK COMMUNITY CLUBHOUSE IS 1 STORY AND 15 LESS THAN 39,3'.
8. BUILDING SETBACKS IN THE CT4: MIXED USE: BLOCKS 20 � 21:
FRONT YARD AND REAR YARD = 5' SIDE YARD: 0'
CODE OF DEVELOPMENT REGULATIONS approved for Old Trail Village
MAX
RESIDEINTIAL
MIN. LOT SIZE
MAX
DENSITY
MAX UNITS
ALLOWABLE
SQ. FT.)
STORIES
(D.U./AC.)
NOW
SIDE YARD
REAR YARD
BLOCK
TRANSECT
GROSS
RESIDENTIAL
FRONT
SET- BACK
SET- BACK
NO
-RESIDEN
DIST
AREA
FLOOR AREA
IA3ETBACK
(1)
(2)
(SQ. FT.)
N
N-RESIIDENTI
L
MIXED USE
N
N-RESIDENTI
fkL
N/A
20 & 21
CT4
5.4
18/A1C
97
0 - 20,000
3
5
0
5
(1) SIDE YARD SETBACKS OF AT LEAST 10 FT. SHALL BE PROVIDED TO ENSURE ADEQUATE FIRE FLOW, BUT MAY BE REDUCED TO THE QUANTITIES LISTED IF
APPROVED BY THE COUNTY FIRE MARSHAL.
(2) DISTANCE TO GARAGE OR CARPORT FROM REAR PROPERTY LINE SHALL BE FIVE (5) FEET OR SIXTEEN (16) FEET OR MORE, BUT NOT IN BETWEEN.
(3) REAR YARD SETBACKS FOR TOWNHOUSES SHALL BE AT LEAST FIFTEEN (15) FEET.
D BE MINIMUM
NI M (5) FEET
TO LINE IN THE CT-4 AND iCT-5 DISTRICTS SHALL BE EIGHT (8) FEET. THE MINIMUM BUILD -TO LINE WITHINN THE CT3 DISTRICT
SHA
RETAIL SPACE REQUIREMENTS
per approved proffers for Old Trail Village
# OF D.U. BLDG. PERMITS
MAX. ALLOWABLE RETAIL SPACE
500
48,000 SQ. FT.
1000
96,000 SQ. FT.
1,500
144,000 SQ. FT.
2,000
192,000 SQ. FT.
PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE (CHART PROVIDED BY
OLD TRAIL. UPDATED CHART IS FORTH COMING FROM OLD TRAIL ATTN: DAVE BROCKMAN)
GOLF DRIVE
0
a
SITE
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a
z
rn
,N�Np1��
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64
VICINITY MAP
1 "=2000'
RESIDENTIAL UNITS (1)
MARKET
RATE UNITS
AFFORDABLE UNITS
BLOCK
RETAIL
CONDO
GROSS
AREA
RECREA
AREA OF
TOTAL
AREA
NON-RESIDENTIAL
AIREA
S.F.
S.F.
TOWN
RESIDENTI
FOR
PREVIOU
AREA OF
OF
TION
POCKET
OPEN
% OF
BLOCK
(AC)
CLASSIFIC
AREA (SQ. FT.)
(,SQ.
DETACH
ATTACHE
HOUSE
MNNIUM /
TOTAL UNITS
AL
TOTAL #
°
/° OF TOTAL
FOR
RENT
ACCESS
CC
BANKED
SLY
LOTS
R/W
AREA
PARKS
SPACE
ATION
ET.)
ED UNITS
D UNITS
UNITS
APARTMENT
�
DENSITY
MARKET
UNITS
SALE
APARTM
ORY
NUMBER
TOTAL
UNITS
BANKED
(AC)
(AC)
(AG) (6)
(7)
(AC) (6)
UNITS
(DU/AC)
RATE UNITS
ENTS
OF UNITS
UNITS
UNITS
J
USED
18.0
33
1.29
1A
2.17
mixed use
24,231
10),855
0
0
0
39
39
84.6%
0
6
0
6
15.4%
0.15
0.00
0.2E
N/A
0.00
N/A
18
2.17
mixed use
24,231
141,500
0
0
6
33
39
18.0
28
71.8%
0
11
0
11
28.2%
5.15
0.00
1.29
0.26
NIA
0.00
NIA
2
4.9
mixed use
46,029
0
0
0
0
78
78
15.9
78
100.0%
0
0
0
0
0.0%
0
11.70
N/A
0.00
NIA
3A
6.8
mixed use
0
0
Q
1 0
0
0
0
8'2
0
0.0%
0
0
0
0
0.0%
0
0.00
3.6
2.31
N/A
0.00
0.08
3B
0
0
0
0
25
0
25
17
68.0%
8
0
0
8
32.0%
4.25
0.00
0.00
0.00
0.04
3C
4,500
0
0
0
13
14
27
21
77.8%
0
6
0
6
22.2%
1.95
0.00
0,83
0.00
0.00
0.00
3D
0
0
4
0
0
0
4
4
100.0%
0
0
0
0
0.0%
0
0.60
0,00
0.00
0.00
4
3.1
mixed use
4,500
4„500
0
7
32
8
47
15.2
41
87.2%
6
0
0
6
12.8%
0
1.05
2.6
0.92
N/A
0.00
N/A
11
2.7
mixed use
2,000
0
4
1 16
16
0
36
13.1
31
86.1%
5
0
0
5
13.9%
0
0.40
2.6
0.92
N/A
0.00
WA
13
3.7
mixed use
3,000
3,000
29
0
0
0
29
7.9
29
100.00/.
0
0
0
0
0.0%
0
4.35
1 N/A
0.00
N/A
14
4.4
SF
0
0
20
0
0
0
20
4.5
20
100.0%
0
0
0
0
0.0%
1 0
3.00
NIA
0.00
NA
20/21
5.4
mixed use
360
0
0
0
0
84
84
15.6
0
0.00/0
0
26
0
26
100.0%
13.4
0.00
N/A
0.00
NfA
23
3.4
multi family
0
0
0
13
0
0
13
3.8
13
100.0%
0
0
0
0
0.0%
0
1.95
1.8
0.59
N/A
0.07
0.59
TOTAL
38.8
108,491 - 60,029
32,855
57.0
36.0
92.0
256.0
441.0
315.0
19.0
49.0
0.0
68.0
15.4%
24.9
23.05
14.0
5.3
0.00
0.07
0.71
% OF TOTAL AFFORDABLE UNITS 27.9% ` 72.1% 0.0% NET BANKED; 1.85
UNITS AVAILABLE',
Note: Block 20/21 contains 100% affordable apartment units by definition. However, based on the approved Code of Development and Proffers, only 30% of these units can count toward the affordable housing requirement. 15% are used within this block and
e a _.__ __..__ ...w. w..... -. __
an additional 15% are being banked for future development requirements within the other blocks. In addition a max' i e ,- - - this - t
_ _ g p q (mum number of 30/° of the total affordable units can be for rent apartments. With the addition of this development, this threshold has not
.. r.. _.._......
The charts have been updated to reflect that only 26 uniits of the 84 units can be counted as affordable units. -
I.
(1) HOUSING EQUAL TO FIFTEEN PERCENT (159a) OF THE TOTAL RESIDENTIAL UNITS CONSTRUCTED AT OLD TRAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FUR -RENT CONDOMINIUMS, TOWNHOUSES, APARTMENTS AND ACCESSORY
UNITS EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNATE THE LOTS OR UNITS, AS APPLICABLE, THAT WKL, SUBJECT TO THE TERMS AND CONDITIONS OF PROFFER #2 OF ZMA-2004-024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED
IN PROFFER #2 OF ZMA-2004-024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR SITE PLAN SHALL CONSTITUTE A MINIMUM OF FIF7EEN+PERCENT (159) OF THE LOTS IN SUCH SUBDIVISION PLAT OR SITE PLAN.
(2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40.) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS
(3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (307.) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS.
(4) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (309) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS. "ACCESSORY UNITS" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 5.1.34, AND A UNIT WITHIN A
TWO-FAMILY DWELLING AS A TWO-FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
(5) THE OWNER MAY "CARRY-OVER" OR "BANK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREEGATE EXCEED THE FIFTEEN PERCENT (159) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND
SUCH ADDITIONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE FIFTEEN PERCENT (157) MINIMUM ON ANY FUTURE SUBDIVISION PLAT OR SITE PLAN, PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF -AFFORDABLE UNITS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED FIFTEEN
PERCENT (15q) OF THE TOTAL UNITS ON ANY SUBDIVISIfON PLAT OR SITE PLAN.
(6) THERE ARE NO OPEN SPACE AND/ OR RECREATION AREAS WITHIN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT.
(7) AT LEAST THREE (3) POCKET PARKS TOTALING AT !LEAST 1.2 ACRES TOTAL SHALL BE DEVELOPED THROUGHOUT OLD 7RAIL VILLAGE. POCKET PARKS SHALL BE DISTRIBUTED THROUGHOUT THE DEVELOPMENT AS SPECIFIED ON PAGE 21 OF THE CODE OF DEVELOPMENT FOR OLD TRAIL VILLAGE.
SHEET INDEX
1. COVER SHEET
2. PROFFERS, ITE CHARTS
3. EXISTING CONDITIONS
4. SITE LAYOUT PLAN
LEGEND 5. SITE DETAILS
6. SITE GRADING PLAN
EXISTING DESCRIPTION NEW 7. SITE GRADING PLAN
s- BUILDING WALL 8. SITE UTILITY PLAN
CONC. WALKS 9. UTILITY PROFILES
COUNTY APPROVAL BLOCK '
- 1340 CONTOURS 1340 10. STORM PROFILES
------------ 11. UTILITY DETAILS
x 1350.6 SPOT ELEVATION + 19 Q 12. LANDSCAPE PLAN
_ ALBEMARLE COUNTY SERVICE AUTHORITY DATE
_ � = STORM SEWER 13. LANDSCAPE & LIGHTING NOTES & DETAILS
SANITARY SEWER
14. SITE LIGHTING & PHOTOMETRIC PLAN
8"SS- - MANHOLES --0-s"SS 15. DRAINAGE DIVIDE MAP -- ------ -- - -
DEPARTMENT OF ENGINEERING DATE
- -X
-UE
-OE
- -G
0
WATER LINE, VALVE
FIRE HYDRANT
(WATER METER
DUAL WATER METER
FENCE
UNDERGROUND
ELECTRIC LINE
OVERHEAD
ELECTRIC LINE
GAS LINE
EDGE OF
PAVEMENT
CURB (CG-2)
CURB AND GUTTER
(CG- 6)
REVERSE CURB AND
GUTTER (CG-6R)
TRAN51TION CURB
PROPERTY LINE
TREELINE
EXISTING TREE5 TO BE
PROTECTED 4
PRESERVED
ABBREVIATIONS
AB
ANCHOR BLOCK
MECH
MECHANICAL
BLDG
BUILDING
MH
MANHOLE
BC
BOTTOM FACE OF CURB
MIN
MINIMUM
BM
BENCHMARK
MON
MONUMENT
CL
CENTERLINE
OC
ON CENTER
CL
CLASS
PVC
BEGIN VERTICAL CURVE
CMP
CORRUGATED METAL PIPE
PVC
POLYVINYL CHLORIDE
CO
CLFANOUT
PVT
END VERTICAL CURVE
CONC
CONCRETE
RCP
REINFORCED CONCRETE PIPE
DI
DROP INLET
51)
STORM DRAINAGE
PIA
DIAMETER
SHT
SHEET
DIP
DUCTILE IRON PIPE
STR
STRUCTURE
FA
EACH
SW
SIDEWALK
EC
EROSION CONTROL
TAN
TANGENT
ELEV
ELEVATION
TB
CONCRETE THRUST BLOCK
EP
EDGE OF PAVEMENT
TBM
TEMPORARY BENCH MARK
ES
END SECTION
TBR
TO BE REMOVED
EX
EXISTING
TBR*
TO BE REMOVED OR RELOCATED
FB
FACE OF BUILDING
TO
TOP
FF
FINISHED FLOOR ELEVATION
TOC
TOP OF CURB
FH
FIRE HYDRANT
TOW
TOP OF WALL
GV
GATE VALVE
TP
TELEPHONE POLE
HB
HORIZONTAL BEND
TR
TOP OF RIM
HD
HEAVY DUTY
TYP
TYPICAL
HDPE
HIGH DENSITY POLYETHYLENE
VB
VERTICAL BEND
PIPE
VDOT
VIRGINIA DEPARTMENT OF
HPT
HIGH POINT
TRANSPORTATION
HOR
HORIZONTAL
WL
WATER LINE
INV
INVERT
WM
WATER METER
IN
INVERT IN
WWF
WELDED WIRE FABRIC
10
INVERT OUT
WWM
WELDED WIRE MESH
LPT
LOW POINT
W/
WITH
MAX
MAXIMUM
WV
WATER VALVE
27 GREEN HILL DRIVE, FOREST, VIRGINIA 24551
PHONE:434-525-5985 FAX:434-525-5986
EMAIL: pno@perkins-orrison.com
PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24460
PHONE:540-464-9001 FAX:540-464-5009
EMAIL: pno@perkins-orrison.com
CONSULTANTS
SEAL:
�`�'\0
0 TH nn _ �A
v RUSSELL �,(DRRISON
Li�. . 031849
O�
�rS �1�
SrONAL 0,
JOB;
EDENBROOK PARK
SITE PLAN
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
CLIENT;
EDENBROOK L.L.C.
C/O THE HUMANITIES FOUNDATION
PLANNING AND COMMUNITY DEVLOPMENT
DATE
1 07/31 /2013 PER REVIEW COMMENTS
MARK DATE DESCRIPTION
16SU E: 03 -
26 -13
DEPARTMENT OF ZONING
DATE
CONTOUR INTERVAL:
21
DESIGNED BY:
RHO
FIRE/RESCUE DIVISION -
DATE Y
DRAWN BY:
BW
CHECKED BY:
RHO
BUILDING OFFICIAL
- DATE
SHEET TITLE
GROUNDWATER PROGRAM AUTHORITY
DATE -
COVER SHEET
E911 ADDRESSING COORDINATOR
DATE -
THOMAS JEFFERSON HEALTH DISTRICT
- - DATE
-- - --
SHEEr
-- -
VDOT
- - ---
DATE
JOB NO.: SHEET NO
12221 1 1
I D - P:\ 2012\ 1 2221\ dwg\ C - 5P - PLOT- 12221 , dwg - Fri, 2 Aug 2013 - 13:33
in ._ rDA nn4n\ nnnnn\ j \ - -- -1.-.-*- ^^^^• I -- - -
NOTES:
hb.r:
ww�
1. THIS SURVEY HA5 BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES UPON
THE PROPERTY,
2. THE CONTRACTOR 5HALL FIELD VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIE5 DEFORE COMMENCING WITH CONSTRUCTION,
3. VERTICAL DATUM: BASED UPON NAVD88.
4. TREES AS SHOWN HEREON WERE LOCATED BY OTHERS. ONLY TREES 15" AND ABOVE ARE LABELED,
5. TH15 MAP 15 NOT INTENDED TO REPRESENT A BOUNDARY SURVEY, BOUNDARY INFORMATION 5HOWN 15 FROM AN UNSIGNED,
UNRECORDED PLAT BY WILLIAM J. LEDDETTER DATED APRIL 10, 2013 AND APPROVED FOR RECORDATION ON MAY 3, 2013 DY AN
AGENT OF THE ALDEMARLE COUNTY BOARD OF 6UPERVI50R51.
`D a 24c OPLAR
1Sa'WHITE O\AAK
v
�"1,6° GU M cs
'le16°GUM
6"WHITE OPK
An
r \ \
^ TE OAK c
16° RED 0 ta.- l o OUBLE REQ OAK
' I', fB �. -LOT 2018 WHITE OAK
26 RED OA (0.75-k,
< 16" PINE _ --����
�' ---• r 2� y�1_7"R DE (114 na'��PQPCA _,a
FE OAK
�RFFK
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
DELTA
C1
21.88'
12.50'
N9°15'32"E
19.19'
100*16'2,5"
C2
19.63'
12.50'
675*36' 14" E
17.68'
90*00,00"
C3
19.27'
12,50'
515°13'19"W
17.42'
88°20'54"
C4
211.29'
171.50'
N85°18'35"W
195.15'
70'35'16"
C5
102.45'
328,50'
N58°57'00"W
102.03'
17°52'06"
C6
113.63'
241.50'
N54°22'53"W
112.76'
27°00'22'1
C7
53.29'
962,50'
626°31 '24"E
83.27'
4°51 '26"
C8
21.06'
12,50'
572°20'57"E
15.65'
96°30,33"
C9
369.65'
962.50'
512°44'00"E
367.10'
22°43'23"
C10
185.40'
225.50'
N82°36'25"E
160.35'
46*29'17"
C11
162.46'
298,50'
65217'32"E
160.47'
3111'03"
C12
64.67'
271.50'
558°57'00"E
54.33'
17°52'06"
C13
96.11'
228.50'
562'03'57"E
95.41'
24°06'00"
THIS PARTIAL TOPOGRAPHIC SURVEY WA5 COMPLETED UNDER THE
DIRECT AND RESPONSIBLE CHARGE OF, FARR15 P. HOTCHK155, JR,
LS, FROM AN ACTUAL GROUND SURVEY MADE UNDER MY
6UPERV1510N; THE IMAGERY AND/OR ORIGINAL DATA WA5 OBTAINED
ON 7/5/2012; TH15 PLAT, MAP, OR DIGITAL GE05PATIAL DATA
INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS
OTHERWISE NOTED.
W24
LOT 20
2.72 AC TOTAL
(1.97 AC)
OPLAR
""W H ITE1 OA
a
MAPLE
24" MA
0
An
/
20" P6P
C4
POPLAR
21
AC
0
6M,
STORM GRATE
TOP=671.0' L-
"N'A"=667tl'
irN •a'=ssss'
uN "C=s66s' 1
BENCHMARK
NE CORNER OF DI
ELEV=672.16'
T Rn+ RAT 4r
I.(�..
'Ll IW A°=s49.5'
IRV 21 3 "N=sdp.o' D
BSENCHWRK
HE CORNER OF DI
ELEV=853.37'
O
Li
9Tn RM CRATE
TOP=652.2'
4W-
pww=636 9'
IIN 15" RCP=6472.4'
1
a.
Z
L1
CL
IL
1
U
O
0
G
0
W r:a ,
1'1I'�
PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450
PHONE:540-464-9001 FAX:540-464-5009
EMAIL: PNO@PERKINS-ORRISON.COM
27 GREEN HILL DRIVE FOREST, VIRGINIA 24551
PHONE:434-525-5985 FAX:434-525-5986
p,LTH OF �jo o�
\O\
®
4 � V
FARRIS PC�CHKI5S, JR
Lich a. 2653
A
ff jr �)
0
C, ®� SUR`1 �� ®�
000#444444
\1
JOB:
TOPOGRAPHIC SURVEY
OLD TRAIL DRIVE
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
CLIENT:
HUMANITIES FOUNDATION
7/31/2013
ADD BOUNDARY
2/21 /20'13
WL, WOOPUNE, OPP ENT
MARK
DATE
1 DESCRIPTION
166UE: 7/9/2012
CONTOUR INTERVAL: 21
DESIGNED DY: N/A
DRAWN BY: EPH/JMD
CHECKED BY: EPH
EXISTING CONDITIONS
GRAPHIC SCALE
0 40 80
1"=40'
SHEET
JOB NO.. 12221
SHEET NO 1 5
OF
ID - P:\2012\12221\dwg\C-5P-PLOT-12221.dwg - Fri, 2 Aug 2013 - 13:33
ID - P:\2012\12221\dwg\C-SP-PLOT-12221.dwg - Fri, 2 Aug 2013 - 13:33
TYPICAL PAVEMENT SECTIONS
2" VDOT STD 6M-9.5A
SEAL OR TACK COAT A5
REQUIRED BY VDOT OR OWNER
611 VDOT STD 21- B
I r-- COMPACTED SUBGRADE
\
LIGHT -DUTY PAVEMENT
SECTION FOR AREAS OUTSIDE OF RIGHT-OF-WAY*
NO SCALE
*THE PRELIMINARY PAVEMENT DESIGN(5) 15 SHOWN FOR ESTIMATING PURPOSES ONLY. FINAL
PAVEMENT DENGN(5) WILL BE DETERMINED BY ACTUAL CDR TEST RESULTS, 'WHICH MUST BE
SUBMITTED TO AND APPROVED BY VIRGINIA DEPARTMENT OF TRANSPORTATION BEFORE
PLACEMENT OF ANY BASE AND SURFACE COUROE5. THE CONTRACTOR 5HALL COORDINATE
CDR TESTS) WITH THE OWNER/DEVELOPER, THE OWNER/DEVELOPER 15 RESPONSIBLE FOR
ANY NECESSARY CORRECTIONS DUE TO PLACEMENT PRIOR TO APPROVAL, 51EE ROAD PLANS
FOR GLEN VALLEY DRIVE AND UPLAND DRIVE PAVEMENT SECTIOINS,
CG-12
GENERAL NOTES:
)
1.
2.
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)
4'
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
" 1 -
1p:1 MAX
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
TYPE A
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
PERPENDICULAR
3.
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4.
IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
5' MIN
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A 4.
12 .1 MAX
5.
REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG
12:1 M '
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER 1%2".
6.
CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
TYPE B
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
PARALLEL
7.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
1
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
12:1 MAX
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
p
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
5'MIN )KX X
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED
r?
AND USED BY PEDESTRIANS.
4, MIN
8.
RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
AT ,X , 2" HIGHER THAN
EDGE OF PAVEMENT
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
AT X X ,SAME AS TOP OF CURB
PERPENDICULAR TO THE CURB.
9.
TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
TYPE C
PARALLIEL & PERPENDICULAR
TRAFFIC, REFER TO STANDARD CO-13, COMMERCIAL ENTRANCE (HEAVY
TRUCK TRAFFIC)FOR CONCRETE DEPTH.
10.
WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL),
A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN.
TRUNCATED DOME
n
12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF
1.6" 2.4" C C
O
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE
--Io
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD
1
-0-0--0 O O o
z
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH
THE BACK OF CURB.
L_
0 0
0 O O 0 0 O 0 0 0 0
�
0 0
0 0 ono 0 0 0 0
U
0 0 0 0
0 0 O 0 0 0 0 0 0 0 0
o
LANDING
RAMP
+
0 0 0 O
,O `O 0 0 0 0 0 0 0 0 0
cl
0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
�y
50L 651.. OF BASE DIAMETER
DIAM ER
0 0 0 0
0 0 0 O O O O O 0 0 0
DETECTABLE WARNING
o
AT BACK OF CURB
0.9"-1.4"
VARIABLE
FULL WIDTH OF RAMP FLOOR
SEE NOTE 12.
BASE DIAMETER
f"'
PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME
DETECTABLE
WARNING
INSTALLED ON A RADIUS DETAIL
DETAIL
XVDOT CG-12 DETECTABLE WARNING SURFACE REFERENCE
REFERENCE
ROAD AND BRIDGE STANDARDS
SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 105
7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
203.05
CC-12
IN
# A PERMISSIBLE 1
AT 12" DOWELS, 8 LONG CO ^ - NS-
TRUCTION
12:1 MAX_
12:1 MAX z
�12:1 MAX n
RAMP RAMP
rCFC 7ARI C1 YCCC TGRI C1
A
TRUNCATED DOMES
SEE SHEET IOF 5 FOR DETAILS
5'-0" MIN
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 48 : 1 kAAY
20:1 48 : 1 MAX
2' MIN. SECTION A -A
PERMISSIBLE
CONSTRUCTION
JOINT
SECTION B-B
NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET I OF 5.
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS OF THE
SLOPE.
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURB
0
4
6
1
5
7
2
5
8
3
6
9
4
8
12
5
10
15
6
14
15
lV DOT
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE
203.07 7/11
WfITH BUFFER STRIP
5' MIN
\ 4' MIN
11
WITH BUFFER STRIP
WITHOUT BUFFER STRIP
I CROSSWALK I
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK CURB
4'BUFFER STRIP
5' SIDEWALK
5'MIN
1� DIAGONAL PLACEMENT
0 5' MIN
x -\\ A 4-SQUARE RAVE G AREA i
\\\` OUTSIDE OF rRAVELWAY A 4' SQUARE LANDING AREA
CROSSW01' PERPENDICUHALL BE LAR 1CROSSWA.K D FOR OUTSIDE OF PROVIDED
WITHIN THE MARKED SHALL BE PROVIDED FOR
CULAR
WITH BUFFER STRIP CROSSWALK AREA. CROSSWALK WITHN"DTHI MARKED CROSSWALK
CROSSWALK AREA.
C G -12 DETECTABLE WARNING S; U R F AC E SPECIFICATION
REFERENCE
TYPE B (PARALLEL) APPLICATION 105
VIRGINIA DEPARTMENT OF TRANSPORTATION 502
61 CENTERED IN PARKING STALL
11-3° PRECAST CONC. BUMPER STOP
r�nMll-nr�nl-n
3/4I1 DIAMETER METAL PIN
30" DEPTH MINIMUM
PRECAST CONCRETE: BUMPER STOP
NO SCALE
�- Max. w-D"
I/"" OA. Stanford PIP• for Rtob
+/t O.D. Extra Strang Pfp,, Nor 1
wax.
C-t. Mortar RIA b1. Car,or.t.
HANDRAIL (GUARD) INSTALLATION ON WALLS
' , �a. Sold 5ft..1 tanooth
Rod (T a or
r Storrdad rp• _ I i
t A - WMth of Orr. brad Gat 1.
A r.gh.d at .odr bottam dw
HANDRAIL INSTALLATION
Max.
For aldetak aM &w-mim rot OvIt. ... SVd. FELL.
Stardord FE-CI.
SP3 O D.89
Line O.Dt • Pwt
SM D.D. yroundt
r slboa.44
3/4 " No.
BdG (Typ.)
SP4 O.D. m I d..v.. to
b. c-t..d tax of Rai
1w-Q.'
ErM of Rrtalriq *ad Cmtroctton Joint
R.dd. R*-2 R.tatiq *A
+
*+
{++
+ .� +
+{
* { * {+
+{
+'} •
ALTERNATE INSTALLATION ON WALLS
T1i. hai to b. w..d orgy a" a p-t-U- far P.dwtrtan. and aFwrid
net be pk-.d in .y Ybcadan .hrr. R ,4t b. "*t 4. d
an vicalor Mrvact
Far v4hIm*w PrOtm6 n .torAwd 9-drd.hWd b. ,r.d
SW Handrall
t t7ba In 0 donc..ith tfr. latrt ulBon of Ito Vlrgkia Giforrn
STANDARD HAND RAIL
METHOD OF LOCATING AMID ERECTING
VRGM DEPARTMENT OF TR/NSPCRITATION BOL05
506
OF JOINT •'' "W-2
ajF WATER STOPS TO 8E MERC OTHER APPROVED II WITH ASPHALT NOT LOADED _
MATERW.. DIMENSIONS SHOWN
SHOWN ARE ABSOLUTE MiPtl4UMl Y4' PREMOLDED
JOINT FIL
ER p \a
EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. c� I
QI r u I BACK OF 'W L
yR " X 8' TOP OF 'W L
WATERSTop
SEE DETAIL
4e X 4. r
HEIGHT OF
WALL
IN FEET
THICKNESS
AT TOP
"A" W FEET
THICKNESS
AT BASE
B-.4H
COMPRESSION
AT TOE
LBS. PER SQ. FT,
AREA OF
SECTION
50. FT.
2
11•0..
1'-0"
627
2.63
3
"
Y-2�j"
1009
3.93
4
Y-71/4'
1369
5.83
5
2'-0"
1709
8.13
6
2'-4;'4'
2049
10.83
7
2385
13.93
B
3'-2j4"
2720
17.43
9
3'
3054
21.33
W
•'
4'-0"
3385
25.63
11
V-4y4,
3718
30.33
12
4'-9}r."
4050
35.43
13
"
5'-2%"
4351
40.23
14
V-71/4'
4712
40.83
15
"
6'-0"
5043
53.17
KEYED JONT
'
OF WILL TOE
v'r'v
,
%" X 8"
WATERSTOP
H - HEIGHT IN FT.
A-1'
•'
BASE - 4/)0 H
v
v '
EARTH - 100 LBS.
:
'
'•
• v
CONCRETE - 150 LBS.
WATERSTOP:
•'
ANGLE OF REPOSE - IV,: t DETAIL
, v
' v ,
POROUS BACKFILL a 100 LBS./CU. FT.
i78 OR 48 AGGREGATE OR CRUSHED CLASS
MEETING 078 OR iB GRADATION REQUIREMENTS
WWWW
/ v ' •• :
•• v ,
3" DRAIN PIPE W APART
•'
'
=
v' v
v
'•v
{
v y'
a•
q
. ,
, r
v v, I, v
�• v
WEEP HOLE WITIH 12"X12'•
PLASTIC HARDWARE CLOTH 1/,"
' .
•'
'
MESH OR CALVAWZED STEEL
v v '
WIRE, MWIMUMt WIRE DIAMETER
0.03"..4 MESH HARDWARE
-
CLOTH ANCHORED FINLY TO
v ---.• i ,`v"-'-a
^v '
-'^
OUf51DE OF STRUCTURE.
g"
•.ii
J. • v• v r p• v
[
~
•' v v ' v , v ' •' v , -
SAF ARINO CAPACITY OF SOi
y v ' y v • ,
ROCK MINI................................................................ 10,000 - 20,000 LBS. PER SQ. FT:
GRAVEL AND COARSE SAND, WELL CEMENTED .............. 10.000 - 20,000 LBS. PER SQ, FT.
'
CLAY N THICK BEDS, ALWAYS DRY ............................... 12,000 - 16.000 LBS. PER SQ. FT.
B 4/)0 H 5"
CLAY IN THICK BEDS, MODERATELY DRY ....................... 8,UDO - 12,000 LBS. PER SQ. FT.
CLAY, SOFT...................................................................... 2.000 - 4,000 LBS. PER SQ, FT.
NOTE
SAND. DRY, COMPACT, AND WELL CEMENTED ................... 8,000 - 12,000. LBS. PER SQ. FT.
IF COMPRESSION AT TOE EXCEEDS SAFE BEARING
SAND, CLEAN. DRY............................................................ 4.000 - 8.000 LBS. PER SQ. FT.
CAPACITY OF SOL. A SPECIAL FOOTING IS TO BE USED.
ALLUVIAL SOILS, ETC ....................................................... 1,000 - 2,000 LBS. PER SQ. FT.
DEPTH OF WALL N GROUND DETERMINED BY
CONDITIONS. TO BE NOT LESS THAN r-v.
SPECFICATIDN
REFERENCE
CONCRETE GRAVITY RETAINING WALL - LEVEL BACKFILL
506
VIRGINIA DEPARTMENT OF TRANSPORTATION
ET, L01
HANDICAPPED PARKING SIGNAGE
CODE OF VIRGINIA, SECTION 36-99.11 2010 ADA
(NO 5CALE)
NOTES:
1) 516N SHALL BE THE INTERNATIONAL
HANDICAPPED SYMBOL
2) ALL PARKING SPACES RESERVED FOR THE
USE OF HANDICAPPED SHALL BE IDENTIFIED
BY ABOVE GRADE SIGNS.
3) A 51GN OR SYMBOL PAINTED OR
OTHERWISE D15PLAYED ON THE PAVEMENT OF
A PARKING SPACE SHALL NOT CONSTITUTE
AN ABOVE GRADE 516N.
4) ALL ABOVE GROUND HANDICAPPED SIGNS PENALTY o o 0
SHALL HAVE THE BOTTOM EDGE OF THE z 2� i�i
SIGN NO LOWER THAN FOUR FEET NOR $100-500 � � �
HIGHER THAN SEVEN FEET ABOVE THE FINE o z z
PARKING SURFACE. `fl'_ "-
5) SUCH 6IGN5 SHALL BE DESIGNED AND TOW -AWAY
CONSTRUCTED IN ACCORDANCE WITH THE ZONE
PROVISION OF THE UNIFORM STATEWIDE:
BUILDING CODE.
oQ
ALL D15ABLED PARKING z ;�
51GN5 5HALL INCLUDE THIS
LANGUAGE co LL
;EVERSE CURB AND GUTTER SECTION
NO SCALE
VDOT CLA65 A3
CONCRETE 6" 2411
211 R
ASPHALT
D
12° 2-
°
it
6
6" GRAVEL BASE, VDOT
21A OR 21 D STONE
CURB AND GUTTER SECTION
NO SCALE
3011--
VDOT CLASS A3
CONCRETE g" 2411
11
2R A5PHALiT
D
1211
D D. 11/
/
0.
6" GRAVEL DASE, VDOT
21A OR 21 D STONE
VDOT STANDARD 6" CURB (CG-2) NOTES:
�I 4" 1, THIS ITEM MAY BE PRECAST OR
CAST IN PLACE.
t
2. CONCRETE TO BE CLASS A3 IF
CAST IN PLACE, 4,000 P61 IF
EI IPRECAST.
5EE NOTE 4 =I I 3. CURB HAVING A RADIUS OF 300
II IIFEET, OR LE% (ALONG FACE OF
CURB) WILL BE PAID FOR A5 FOR
A5 WX CURB.
Ell4. THE DEPTH OF CURB MAY BE
REDUCED A5 MUCH A6 3" (15"DEPTH) OR INCREASED A5 MUCH
A5 3a (21" DEPTH) IN ORDER
THAT THE BOTTOM OF CURB WILL
COINCIDE WITH THE TOP OF A
ACCEPTABLE ALTERNATIVE IF CURB 15 EXTRUDED COURSE OF THE PAVEMENT
6UBSTRUCTURE. OTHERWISE THE
4" DEPTH 15 TO BE 16" A5 SHOWN,
III-11 ...III III
4 a ROADWAY5 MEETING THE
D ON
REQUIREMENT6 FOR CG-6 A5
I=I I 1J.. SHOWN IN APPENDIX A OF THE
15" MIN URFACE VDOT ROAD DE516N MANUAL,
id, MAX _I ° .
BASE
SUBBA6E
REV.
HDPE BEDDING DETAIL
NO SCALE
RECOMMENDED MINIMUM TRENCH WIDTHS
PIPE DIAM.
MIN, TRENCH WIDTH
411
21 11
611
2311
8"
26If
1011
2811
1211
3011
1511
34If
1811
3911
2411
4811
3011
561f
36"
E41
4211
7211
4611
11
50
54
65
60°
996°
MINIMUM RECOMMENDED COVER BASED ON
TYPICAL SECTION VECHICLE LOADING CONDITIONS
TRASH DUMPSTER PAD PIPE AIM,
LOADING DOCK PAD 1211 - 48
(NO SCALE)
r ,11 _ 6
SURFACE LIVE LOADING CONDITION
01
H-25
HEAVY CON5TRUCTION
(75T AXLE LOAD)
1211
48°
2411
601
311 f� VARIES -SEE PLAN �, * VEHICLES IN EXCE55 OF 75T MAY REQUIRE ADDITIONAL COVER
�\ \ S" VDOT CL. A3 CONCRETE
911 VDOT 21- B AGGREGATE BASE ° \/%/%/Lu
%/%/i�/i/ii�/i�/i\\//i�/i BACKFILL m
#4 1211 EACH WAY
TYPICAL SECTION
CONCRETE SIDEWALK
(NO SCALE)
211 i r VARIES - 5EE PLAN �I 41I
j\\i 411 VDOT CL A3 CONCRETE
411 VDOT 21-B AGGREGATE BASE
//\
/%\W\/%\\%OMPAC COMPACTED \SUBGRAD
6" X6" W1.4XW1.4WWF
MAXIMUM CRO65 SLOPE = 1:50
MAXIMUM LONGITUDINAL SLOPE = 1:20
MAXIMUM RAMP SLOPE = 1:12
TYPICAL SECTION
TURNDOWN CONCRETE SIDEWALK
(NO 5CALE)
611 X 6" W1.4 X W1,4 WWF PARKING AREA
211 VARIES - 5EE PLAN
4" VDOT CL. A3 DCONCRETIE o =
° D r
/\ .. D.
4" VDOT 21 -B AGGREGATE BADE °D. - .`.t
WELL COMPACTED SUBGRADE;' ° D '
MAXIMUM CR055 SLOPE = 1:50
MAXIMUM LONGITUDINAL SLOPE = 1:20
MAXIMUM RAMP SLOPE = 1:12
CSC =
\\ \\ \\ \\ \\\ \\\ \\\
,>C
lu
Lil Lu
LLI
CO L¢
/\\�\\/\\�\\�\\/\\/\\/\\/\\/\\/\\
/�\\i/\\i/\\i�\\ice\\i�\\i/\\i/\\i/\\i�\\i/\
> 7
a
711
CSD
�
I� KID eG.1� M• ' 1C1� IL+%� SCI
27 GREEN HILL DRIVE, FOREST, VIRGINIA 24551
PHONE:434-525-5985 FAX:434-525-5986
EMAIL: pno@perkins-orrison.com
PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450
PHONE:540-464-9001 FAX:540-464-5009
EMAIL: pno@perkins-orrison.com
CONSULTANTS
SEAL:
RUSSELL 60VISON '
Li�. . 031849
O1\
sIONAL
1
EDENBROOK PARK
SITE PLAN
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
CLIENT:
EDENBROOK L.L.C.
C/O THE HUMANITIES FOUNDATION
°
HAUNCH
r
BEDDING
4" FOR 12"-24" PIPE
SUITABLE FOUNDATION
6" FOR 30"-60" PIPE
MIN, TRENCH WIDTH
(5EE TABLE)
1
07/31/2013
PER REVIIEI'/ COMMENTS
NOTES:
MARK
DATE
DESCRIPTION
1. ALL PIPE 5Y5TEM5 SHALL BE INSTALLED IN ACCORDANCE WITH AOTM D2321,
155UE: 03-26-13
it
STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR
CON FOUR INTERVAL: 21
SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION
DESIGNED BY: RHO
2, MEA5URE5 SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL
DRAWN BY: BW
MATERIAL, WHEN REQUIRED,
CHECKED BY: RHO
3. FOUNDATION: WHERE THE TRENCH BOTTOM 15 UNSTABLE, THE CONTRACTOR OFIALL
EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL
A5 SPECIFIED BY THE ENGINEER. A5 AN ALTERNATIVE AND AT THE DISCRETION OF THE
DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STADILIZED U51NG A GEOTEXTILE MATERIAL,
SHEET TITLE
4, BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III, THE CONTRACTOR SHALL
PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.UNLE55 OTHERWISE
11
NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNE55 SHALL BE 4 (100mm) FOR
SITE DETAILS
411-24' (100mm-600mm); 6" (150mm) FOR 3011-60" (750mm-900rnm),
5, INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLA55 I, II OR III IN THE PIPE ZONE
EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED
AS REQUIRED IN ASTM D2321, LATEST EDITION.
6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATION5 (GRA55 OR
LANDSCAPE AREAS) 15 1211 FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL
SHEET
COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM
COVER, H, IS 12" UP TO 46" DIAMETER PIPE AND 24" OF COVER FOR 54" -60" DIAMETER
PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF
JOB NO.:
SHEET NO
5 15
RIGID PAVEMENT,
12221
GF
ID - P:\2012\12221\dwg\C-5P-PLOT-12221.dwg
- Fri, 2 Aug 2013 - 13:33
O /
'4
,
, r _
/ ND: 13 74.00 _
�JU
� I I
/ / a/ , r-v6 -- ---7.0
JI
I I
,
00
J J
I I I ,
79.9I I
.4, /� /�/ ,'� / FF = 670.72 / 2ND FLR = 680.47 I
69.97 79j2-
/ ; I
' I 16
i I
AD
AD / 6 I I I
-
/ J I I
70.017
-i-
7 5 DO .
'/i a I I 1
LLJ
J I
2 FF = 675:24 2ND FLR = 68,5.974.49
9
24+
9
pF
72.93 AD r I I
74. LO i I I I
,00 "
I 74.57 I I
4 I + I 1
zizp
73.29 3.3 68 f tyaii '° 4 7 5A ' 68 68.5 >'' 68:67 32 . ° �: 4 4 a
P 1 7.86 I a 6$B I I
73'.49
° I ' 68.79
68.87,''/ J FF = 669.54 68.87 Iz 73.58 FF =! /674.25 I y I
{ AD % STEP
74. FF = 6 5_50
' '7 4 2ND F R 689.00AR I I
LL
' ° J 670 75.5 1 6g° R15ER5
I % (TYP• OF 15) \ I I I I I
7905
79.0 4 I
I `I
;2ND FLR = 679.29 \ 2ND FLR 684.99 0 0
�. , 1
78.5 88.8
v 8870
4. 4.4
i ,,a141
° .° % 78.5 8 .0 oa .50 1
Crn // I P 78.54 84.24
\ tBP
60
1
a `so- f '.•. a ... -a-- `y r P` t• E a� i ,. 6' a\Ll 717
. ° ° Slygir e
8:::a:....::re;::.:.;.• ,\ : s% 8 i 6 B ° Q_' C , °I -,_ - _ Q y. ___ ° _ . 6••1 ;1 f FO �I
6�� a °
a c,,ga7..•. �� "~lAItB+;i�f�.P 4^4 ° °°^- �
-
\ C7 '
t 1 __
o I
I
23
i
I
I
I
I
i
27 GREEN HILL DRIVE, FOREST, VIRGINIA 24551
PHONE:434-525-5985 FAX:434-525-5986
EMAIL: pno@perkins-orrison.corn
PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450
PHONE:540-464-9001 FAX:540-464-5009
EMAIL: pno@perkins-orrison.com
CONSULTANTS
SEAL,
�NIL, TH �F '
RUSSELL ISON
Lir,. o 031849
JOB:
EDENBROOK PARK
SITE PLAN
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
CLIENT:
EDENBROOK L.L.C.
C/O THE HUMANITIES FOUNDATION
1
07/1/2013
PER REVIEW COMMENTS
MARK
DATE
DESCRIPTION
166U E: 03 - 26 -13
CONTOUR INTERVAL: 21
DESIGNED BY: RHO
DRAWN BY: BW
CHECKED BY: RHO
SHEET TITLE
SITE GRADING PLAN
GRAPHIC SCALE
20 40
1.1=20'
SHEET
JOB NO.: 12221
SHEET NO /l•J� ^ 1 5
OF
ID - P:\2012\12221\dwg\G-5P- PLOT- 12221,dwg - Fri, 2 Aug 2015 - 13:53
IP - P:\2012\12221\dwg\C-6P-PLO--12221,dwg - Fri, 2 Aug 2013 - 13:33
in - PA gnirJ\ 1or)o-1\ rj_-\ r —GP_c>i n-r_innn,l a... - r._t n
ID - P:\2012\12221\dwg\C-5P-PLOT-12221,dwg - Fri, 2 Aug 2013 - 13:33
STORM STRUCTURE TABLE
NO.
DESCRIPTION
LENGTH
TOP
IN
IN
10
OUTLET
PIPE DIA
OUTLET PIPE
MATERIAL
1
E6-2
-
-
-
-
665.00
N/A
N/A
2
DI-313,
8'
677.06
671.00
-
670.90
15
HDPE
3
DI-313
10'
677.14
-
-
671.40
15
HDPE
4
E6-2
-
-
-
-
665,00
N/A
N/A
5
DI-3D
8'
671.57
665,41
-
665.31
15
HDPE
6
DI-3D
8'
671.49
-
-
665.77
15
HDPE
7
E6-2
-
-
-
-
665.00
N/A
N/A
8
RISER
-
663.33
-
-
656.66
18"
HDPE
9
E5-2
-
-
-
-
650.00
N/A
N/A
10
DI-3D
4'
663.97
1 655.53
-
655.43
15
HDPE
11
DI-3C
10'
664.10
656.71
-
656.51
15
HDPE
11A
DI-3B
8'
665.51
658.58
-
656.36
15
HDPE
11 D
DI-313,
4'
666.72
-
-
658.96
15"
HDPE
12
E5-2
-
-
-
-
650.00
N/A
N/A
13
1)1-35
4'
657.85
651.50
-
651.40
15
HPPE
14
D1-313,
4'
662.50
655.60
-
655.60
15°
HDPE
15
DI-313
6'
666.47
656.62
-
658.52
15°
HDPE
16
DI-3D
6'
666.92
659.27
-
659.17
15°
HDPE
17
0I-313,
4'
665.94
-
-
661.81
15°
HDPE
18
DI-1
-
666.00
661.01
661.01
660.91
15'
HDPE
19
DI-3D
4'
670.79
-
-
664.74
15"
HDPE
20
MH-2
-
664.88
660.79
-
660.59
EX
EX
21
MH-2
-
670.95
664.00
-
663.80
15
HDPE
22
DI-3D
'10'
675.33
669.29
-
664.70
1511
HDPE
23
DI-3D
10'
692,97
-
-
686.61
1511
HDPE
24
E5-2
-
-
-
-
656.00
N/A
N/A
25
RISER
-
666.51
-
-
657.33
18°
HDPE
26
E5-2
-
-
-
-
642.00
N/A
N/A
27
RISER
-
651.42
-
-
643.23
18"
HDPE
26
ES-2
-
-
-
-
642.00
N/A
N/A
29
RISER
-
651.28
-
-
642.56
1811
HDPE
710
CID C
I
o L0
C) � o 6) r 700
oc°oo C -'I LO 00
LOCO CO K�jO CO
I O II O 1 0 II
II - � II
���� ��voa
690 r 690 690
680 680 680
670 670 670
EX. GRADE AT PIPE
CENTERLINE
4 r PROP06ED GRADE
AT PIPE CENTERLINE
660 T-T_1A 660 660
5 .70'
of 15"
H P"-
1. %
DATUM ELEV 650 DATUM ELEV
650.00 650.00
C ) r.- T
9 9 CUS) 9 cJ
NYLOPLAST OR EQUAL INLINE CATCH BASIN
(NO SCALE)
COMPACTED
D
ND
NYLOPLAST' OR EQUAL CATCH BASIN
(NO SCALE)
650
10+00 101-6M6 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+96
STORM SEWER PROFILE STORM SEWER PROFILE
STRUCTURES 17-18 STRUCTURES 23 TO 20
670
DATUM ELEV
650.00
r�
CJ
W
I
I
N to
I
N
lf) Lf)
LO
Co CID vq
0
O
O c0 o O
0 t`
LO J��
o O c0
J�
�
O d co
cq
O 0 + II
CEO tc7 + II
IS)1
: II p-� II
II
r-u
z cq OR
�j�
EX.
GRADE
AT
MFE
CENTERLINE
A PIPE
ENTERL
NE
i
3-2
0
42,16'
Of-1 5�L
2-1
102.8 '
o
M0
94%
HDPE
„
5.74°
�(n
1�CN
c`6o
LU
+ -
o
I+
�
1C3
cq
cq
cc)
o
0
CS)
(9
C9
)
N OC\l
N N N
c- -
N
-
1 0
cq -
N N II
1 1 1
N N N
O
OO
L
_
r
jo r0-)
N-
-
-
--
-
----
.-------------
JcIaI
LO
�a9n;
N OO
-Q8
r,O
--
-
-
-----.
----
-
c
C co
=O II
co
�¢�
az\4o
co
cro
_
N r-
N
4--
NqD
--
-
-
-
EX.
GRADE
AT PIP
CENTERLINE
PROP05E
GRADE
AT
PIPE (EN
_T°
'
�t
MATCH
TOPE
ELEVATIONTNHOLE
EXI
AVEMENfiEtEVA
TING
-
-
-
-
ON
-
-
---
---
------
I
2-21
8" hL
X-INS
(A55U
E6 24"
CASIN
PIPE)
.i
1'41.66'
f 15��
of-1-5°
---
H
PE
-
--
-- --
--
--
-
-
-----
--
-
.01 %-
f
DPE @
.12%
LS)
C)
!
I-,_
6)
-
T)
I'"
O
�)
C9
c0
O
0.1
f)
t
CIA
0
i
•Y
r7
CV
C-_D
T)
c9
t`
9
ci)
C9
6)
CID
_)
t` -
C I
C-
t
t
(9
C
t -
r -
c0
t
a)
C -
c0
IN
C0
tC)
cr)
«
a_)
9
X)
t`-
a�
c0
cr)
6)
S j
O
)>
-
(Sj
CNJ
c)
�)
M
C4
9
CD
C9
QD
c9
CCJ
Cy
C9
(D
c9
CJ
(9
cp
co
cc)
<g
N
I
r�
LO
O
N
I
II
'D -
O
d-
690
690
680
680
670
670
660
660
650
DATUM ELEV
650.00
c0
T5
(D
10+00 10+50 11+00 11+50
STORM SEWER PROFILE
STRUCTURES 3 TO 1
I 10
LD �t
L
I I
c0 L10
LID LID
_
�-�L�
_
CID
1
O
J
C9
+
0
II
II po (<
II II p
Z LZ
O 0
EX. GRADE
ATPIPE
CENTERLINE
,
PROPOSED
G
DE
36.
AT PIP
CENTS
LINE
of 15"
-
---
-
-HDP
-
� 0
/°
I
T
I5-4
w z
o
of 15"
LU
�IDPE 9w
ZN
+ J
L0
Q0
cc'
I'
(09
(9
LO
I
I�
[
0
I
LO
00
co
It
COIF
cq (0 n
OO
(z
�r-(O0
� CO �p
C9
± c00
cVO
�O
O
N
II
II
Q D_ II
Q
II
<
II
w
cS)
l� c
Z
c0 cS
rn
690
680
i-
--, I 1-
680
660
EX, GRADE
A
IPE
CENTERLINE
680
670
PROPG__1
670
670
AT PIE
CE E
LINE
I /
670
660
660
660
- o-
--
6-I
81177„
u'
660
650
of
16-
650
650
HD�E
®
Co
=
z
2.
2%
�-
O
Cr
t
DATUM ELEV
r`
�LU
LL
DATUM ELEV
50
640.00
640.00
Lp
L)
C(D
Cam.)
c)
1 I
I
r
¢ I
r-
m¢
If)O ��
�� cp
LID LO O
) �01��`-
r 00�-
JOtf)��
dr
p 0 cac�p� LC)
L6 V N�
Cfl C9 t�CO�
0
O� �O II �0
�_± II
LO Ln
c00 Q±
to
II cOCO I
II O <a- II
II d <0-
II II ¢
E
Z
�
115
1
A
o=
L
11
0
5"
EX.
GRADE
T PIPE
Z zo
D
5
I�t�1=RtIN
x
PROF
05ED
RAPE
to W
C.919%
AT HIPE
CE
TERLINE
± is) LU--
-. CID
---....
-
-
- -
--
--
-
--
-
i
i
11-10
LU
J
11A-11
36.00,
az
0
6.94'
o
LU
a
-
-
"
¢
1-5
L-
82.5
'
DPE
CN
a¢.
PPE @;E
ii
2.66%
n
,56%
n
o
of 1
HDPE
-C� -
----N
z-
zo-
6.58°
+
+
!
1-0
CS)
L)
aJ
1_0
C9
'd-
C�
VD
f)
(,
D
�, r1
r7
9
J
cJ
:9
cc)
C9
(Cal
'9
N
I
cV
¢
690
m
LO
N
680
O COCID
N II 0
I I
�j O
660
670
670
660
660
650
650
640
640 DATUM ELEV
630.00
CD
LL)
CID
N
I
n
N
0
n
9
J
680
EX. GRADE AT PIPE
CENTERLINE
PROPOSED GRADE
AT PIPE CENTERLINE
670
640
10+00 10+49
STORM SEWER PROFILE
STRUCTURES 25 TO 24
KEY NOTES
1.) 15-1 INLET SHAPING 15 REQUIRED IN ALL STORM INLETS AND MANHOLES,
2.) ALL ROOF LEADERS SHALL DE 6DR35 PVC WITH A MINIMUM SLOPE OF 1 %.
5EE PLAN FOR PIPE SIZES.
3.) SEE WATER PROTECTION PLAN DY PERKIN5 � ORRISON (WP02013-00023)
FOR SCOUR PROTECTION (OUTLET PROTECTION) AT ALL STORM SEWER OUTLETS.
DATUM ELEV
630.00
N
c0
c0
I
N
I
N
I
N
N
W
N
�
c0
It
OG Oi �
r�
N
c�}j �
L -
co
�
r�
O
00
OG �
ILD
Lq
+
OI II
NON
I +
tS2�C0
+
N
�•
r� V¢-:
N CS)1 t-
II
Z
-
cS]
¢
N
II
¢
N E
C.S)
O
Z
T
27
26
79.
3'
of
18"
HDE0
6%
CD
�D
C
670 67U
6/0
EX, GRADE AT PIPE
CENTERLINE
PROP06ED GRADE
AT PIPE CENTERLINE
660 660
660
PROP06ED GRADE
AT PIPE CENTERLINE
EX, GRADE AT PIPE
-
CENTERLINE
650 650
650
_ �-
640 640
-
640
56.44'
of 16"
HDPE-
-0.99°
630 DATUM ELEV I 630
630,00
0+79
26
(s m r - -s
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10+00 1 O}56
STORM SEWER PROFILE
STRUCTURES 29 TO 28
10+00 10+50 1
STORM SEWER PROFILE
STRUCTURES 27 TO
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STORM SEWER PROFILE
STORM SEWER PROFILE
STORM SEWER PROFILE
STORM SEWER PROFILE
STRUCTURES 6 TO 4
STRUCTURES 8 TO 7
STRUCTURES 11 B TO 9
STRUCTURES 19 TO 12
4
!F '� �s
27 GREEN HILL DRIVE, FOREST, VIRGINIA 24551
PHONE:434-525-5985 FAX:434-525-5986
EMAIL: pno@perkins-orrison.com
PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450
PHONE:540-464-9001 FAX:540-464-5009
EMAIL: pno@perkins-orrison.com
CON5ULTANT6
SEAL:
�p yTx 0
0
1
RUSSELLISON
Liao 031849
0
SIONAL
0.�\
JOB:
EDENBROOK PARK
SITE PLAN
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
CLIENT:
EDENBROOK L.L.C.
C/O THE HUMANITIES FOUNDATION
1
07/31/2013
PER REVIEW COMMENTS
MARK
DATE
DESCRIPTION
I55UE: 03-26-13
CONTOUR INTERVAL: 21
DESIGNED BY: RHO
DRAWN BY: BW
CHECKED BY: RHO
SHEET TITLE
STORM PROFILES
GRAPHIC SCALE
Q 50 100
1 "=50'
SHEET
JOB NO.:
12221
SHEET NO
1 0 Or 15
1 D - P:\2012\12221\dwg\ C - 5P - PLOT- 12221 , dwg - Fri, 2 Aug 2013 - 13:33
45
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2
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A
"_AC;� 5' GALVANI 'ED WITNESS ;JAI w! I LIAL
E R I A L 113? V. E
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MAT' 5�
A-)PED END 0AH,l ED BLUE I _�EVOIE AREAS
Q\ AS �DIRE �TED. c MARKER LOrAFNI MAY BE SUBJEC
45
7 'A I
TO HIGHV,1AY DEPARTNIFNT A�IPROVAIL.
0 11
PLU
F NISHED GRADE
24 1,11 EQUIPPED '-,�,'ITH k.-HARLOTTES-
VII!� THREAD�, V-1HICH 15 U, I If A I L, Y j I T AN' -L I
24'bifl
INITIAL BACKFILI 4
THE LOCAL STAHDAPD,
AY 101 N �-vl L'-
7_
LEFIGTH C)F BRANCH VARIES
■
... . ......
6 BEDDING
T 1 IW �% B 2' TO 10' 9(5S STONE
z
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CHJ`TABIF VAIV7 BOX �,V/ IND
STABLE SOIL ROCK FOR ALL BENDS FOR TEE OR WYE FITTINGS Mi. I - 0 (4
%VA I V F 13,C) iT F 27 GREEN HILL DRIVE, FOREST, VIRGINIA 24551
WI0EfI TREMCH 10 7 C lj, FT. JJ
PHONE: 434-525-5985 FAX: 434-525-5986
468 STC�j
SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL ACCONOAC;DATP
_022voell, __ __ - �1�1 n
smi\iEs ro INSURE THE PIPE DOESN'T REST ON ROCK AND ANCHOR IF EMAIL pno@perkins-orrison.com
REQUIRED. COMPACT THE SOIL OR PROVIDE A 4' BEDDING OF V\1�1 3ED. DUAL SERVICE
45 m
968 STONE, �;� ii `01
✓ 36"1 , y'IN 0 UA I L PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450
BErD41G, A'
v.,i v r
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PHONE: 540-464-9001 FAX: 540-464-5009
x 0,
TEE EMAIL:pno@perkinsorrison.com
TION IN POOR SOIL
T
FOUNDA UNDER - CUT CONDITION , - I I I x 1111,1--i- m iim
P
2500 P.S.I. I R T`
62 9&01 r� 1 � <�
. //1 BASE AND THRUST -7 ---- 7F M_J. GAT[ VALVE r 11--� 1,ETA Ili� V, LIP
n 4$ 1\ -
BLOCK AG
IN IkItt 111 1, 1� I . I �FRV,-_F V,�FW AN FRICAT, N
T T 71 UH[,"t,,T(jRBED ',TABLE - I -
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r INITIAL BACKFIL s(I)IL. SIE',L PILE XZ
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SECTION 1-1 SECTION 2-2 314' 7.-I-�LADLL) HuDS TO
UN5,TABLE B" 8" VIHEI�l fIrIE SOIL Is DISIURB__ OR SINGLE SERVICE CON5ULTANT6
'2
Mt�l �775-Fii� VAIN 'N ALL INSIAL�Arl(_*IS.
_. _. 1_1 Nill') -D IN A FILL ANCHOR - _HA
SOIL- 4;�u CTnNif: A HYDRANT S LOCAI; I :P1 -, FIFF
A
FILL AS 3
ilf�,t APPROVED BY ACSA
< �)I bL
Rr 7-' K STABLE SOIL' ROC
NOTE
I. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4.NO ORGANIC OR FROZEN NIATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
PIPE
DEG R 9 E
BEND
DIN-4ENSIOINIS
VOL. TEE AIND PLUGS VOL.
SIZE
OF
(FEET)
CU.VD.I (P E E T) CU-YD
BEND
90
2.50
3.01
0.24
4, 6 -
45
2 1/2
2 00
5 0
1 2,25
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2.50'
0.15
0- 1 2,00 -2.25 1 2.50 1 0.15
I
11 1/4
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90
3 _66
1 3.16
3.21
0,40
45
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66
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1.06
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316 2. 91 1 66
0.13 - n-.
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4.33
3.83
3.42
0.83
10 P, 12
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3.33
2.33
3.56
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2.95
0-43 J.83 1.00 2.83 ii 0.52
014
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1.83
1 2.33
2.84
0_13
THE VAI V�: T!C) THF HyDRAjIT ViTH •2) - 3/4' �ULID HALL SE GALVANI-ED
OR
_OATED
THREADED RODS IN ADCIT10I,l TO POURING
Co*_RFTE. IF HFCF55ARi, A STF.F1 PILF WATER LINE
.... . ....... k
SHA I I. RF lj'�FC A'� ADPITI1D,',JA[ '�IJPPORT
; if
NOTF Mi Fr
2500 P.S.I.
HCLES WITH GRAVEL ATID KEEP FREE OF CONCRETE. Nif T 1,
I SUrROUND 1,V E C 0 N C R E T E 2',� 2' BEA-1,11,JGAREA,
- VAIHTAII`l A 3' MIN, ��CIVER FROM THE MAIN TO THE FIRE HYDRANT THRUST BLOCr'
( DITCHES
3. FINISHED GRADE SHALL SLOPE AWAY FRIDNI THE Plr3E HYDRANT AHD
VALVF it X.
4. IITE GAIL VAL'v*L IS ALLU'AILD IN SHOULCI:R OR BEHIND [HE DITCH'
IT IS ITJT ALLUVED HIJ THE DITCH. 'A L I L I,
5- HIRM E HYDRAS SHALL PE 11115TALLED AT LOC ATOMI.IMPRE •W, IEE�l
HOLES ARE ABOVE THE PREVAILINAS GRO0I,0,1,1ArER &_FVATIO^J.
A'
REQUIRED TO BE Irl WET AREAS THE I.VEEP HOLES SHALL BE
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
1. THRUST RLOCKS ARE REQUIRED WHENEVER THE PIPEI 1,'IE : CHANCES['!RECT:0I,j. CH.AI`T
PLUGGED AMC THE HYDRANT ;HALL BE PUNIPED DRY.
N T, -
517E, DEAD ENDS AND AT VALVES.
NOTE IN REMOTE AREAS, VALVE 30XES SHALL EXTEND SIX (ej) INCHES ABOVE GRAI
2. USE 2500 T.S.L COHCREITE,
DUCTILE IRON WATER
3. NO CONCRETE SHALL BE POURED UN ANY PART OF THE JOINT.
4, THE CONSULFING ENCMIJEER SHALL BE RESPONSIBLE va rH,,_ VERIFY 'HE TYPE S SJ--'E
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
TYPICAL GATE VALVE
TYPICAL SERVICE LATERAL INSTALLATION
PIPE INSTALLATION & BEDDING
ALL THRUST BLOCKS.
II.T_S.
NTS ,
NTS;
CONCRETE THRUST BLOCKS
\rs
Hf; w_-1
FIG. W-5
FIG. W - 2
NTS
FIG. W-6
FIG- 'N- 3
1
TD - 2
TO-3
TD- 7
FD - 8
TD - 9
SIZE BRANCH AND VARIES VALVE BOX
WATER MAIN -
[COVER LIFT NOTCH VALVE THE SAME AS 1
14 1/2" 1 12 3/8"
12 1/2' M.J. PLUG
VARIES
WATER
CAST IRON LID WATER MAIN ROD VALVE
18" METER BOX TO TEE (COAT RODS WITH BITUMINOUS PAINT)
ON-LINE
SEAL:
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CURB Li 031849
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VARIES THREADED COUPLING 0 Lij 0 <
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PVC NIPPLE AND CAP
PVC SLEEVE- or I J013:
<
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?: _j
cc
5" EXTENSION 7 LUBRICATE ALL THREADS I MIN _j _U uI
Lu
LIj
THRUST BLOCK
-METER BOX (SEE FIG. W-7) LU y7
EDENBROOK PARK
1�0 _j
VALVE X
PIPE SLOT 22
1 y <
virl.
zl _j SITE PLAN
(2 PLACES) NO. 57 STONE <
P
M.J. FITTING 0' c, WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
2" PIPE SLOPED YP AS 5 DITCH
TO DRAIN IF
GRADE ALLOWS /0'
L
t TI
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v)
VARIES VARIE'S.2" CALV. OR BRASS t
PIPE p. __ , I
c.j_
NOTES:
NOTES: 2" THREADED TAP
(1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. 1. PROVIDE A 6" fIIICK GRAVEL BED BENEATH THE il.,IETER VAULT.
PLUG 2. MINlik,1UNI WALL THICKNESS FOR PRECAST OR POOR - IN - PLACE E VAULTS SHAI I BE 4".
rl
i'vIINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
DEAD END WATER PROOFING COMPOUND.
TYPICAL METER BOXES (TYPE "A")
(5/8"-l" METERS) TYPICAL BLOW -OFF ASSEMBLY TYPICAL METER VAULT (1 1/2" METER) TIC', 18 CLIENT:
rs
FIG.NTS W-7 NTS FIG.N W-76 EDENBROOK L.L.C.
FIG. W-8 TD- 12 C/O THE HUMANITIES FOUNDATION
TD-10 TD-16
y _E
FRAME & COVER kE ra
E A R
a) z
(SEE FIG. S I E),E) SEWER SERVICE LATERAL CONNECTION NOTES:
E m::
m I. -P]HERE A SFV,'ER SERVICE LAIERAL CONI'liCFS, 10 A MiAf,IHOLE
E z g 1 .1 � n 2 m - co ww em AND NO INVERT ELEVAT;G'N FOR THE SER IC
STREET SURFACE OR 0 V E LATERAL IS
H'IDICATE.) THE TOP ELEVATION OF THE `,EHVICE
c,4 E
N
,HALL
V) o t3 LAIF.RAL. RIFF B AI I, F A'--, 1 0'. IIGHFR IHAI`J1 IHF
D OWES,,
NON PAVED AREA �- E
co om 0 TOP (CROWN) ELEVA710H OF THE THE LO'6ES' PIPE COHkE_TED
Lvj, � K) _T D
go 14
L
SLOPED AREAS ) - r- E
E mm`TO T�Hz MAHIdClE.
e - %_ , si o REMAINING BACKFI! L SHALL
Ld _4 E E �� E - -_8 y 1.__..__.___.._ 1.1111_
E 1R2 Z:� E 2. SEWER LATERALS TAPPED H'ITO At,� SEWER. MAIM SHAL_ NOT CONTAIN ROCK MATERIAL
I �2 o BE comw:crED 1JSIH+,, A PIPE 'aAGD_LE. 361'MIN LARGER THAN 5' IN ANY
0" MAX a
Ld 16 E c: E z DIMENSION
oa N 0 a) c14 0 0
11 w (D r, n ;7- U_ 3. PAININIUM GRADE FOR SE'NER SERVICE 'ON'JE(-T,O',l SHALL BE 24'MIi'
0 0 Lij (1/4" PEP. FOOT A
o cn INfiAL BACKFILLA
8-MIN
A z _E ci
_E _1� 0 E 4. ALL SEWER LATERALS SHALL HAVE A MINILMLAA COVE DI 1AEr__ 2 MIN (6" LIP"IS)
E 1� 0 E co c; o Ei'ABLDNIEN1
Es 0 EL 0 T 8 v OFF.. THOROUGHLY COMPACTED
E fx 4 1 07/31/2013 PER REVIEW COMMENTS
RUBBER COATED STEEL ob I _E jqw, 1 1 BY HANID OR APPROVED
to %, E
E q a LU I MECHANICAL TAMPER
3' 0" MIN �q E E I
PLAC c1lo I= 5. ALI ',EWFR LATFRAi 5 �HAU '-IAVF A �,11110,11,V COVER SPRING LINE
PIPE mARr, PATE PE5CRIPTION
FEET.
STEPS CAST IN V) Ez OF 3 OF
w < HAUNCHING
0 E
E PRFCAST RFINFORCFF) 0 In NO. 68 STONE
TE tjj col- lloE, L_ - -
CONCRETE SECTIONS 12' MINI E BEDDING 6' rnax
-Z c; 166U E: 03-26-13
E 'm E TREATED 1* min
"0" RING SEALS -16" MAX (n w
E <
In, -_ > FOUNDATION (SHALL BE
x 4
MINIMUM ELEVATION -co FIN SHIED 67�01JND CONTOUR INTERVAL: 2
E 0 M A RK E R
E E REQUIRED WHEN 5011,
DIFFERENCE ACROSS fvI.H 5 4' - 0" 1 E� Iu c) %CONDIfIONS ARE UNSTABLE
E
FROM INLET TO OUTLET DESIGNED 13Y: RHO
I•
F=
TLET (ALL PIPE)
<
z
SHALL BE 0.20 FEET. E 0 Cc
E 'o E or FF U-1 (b D RAW N 13Y: bw
R E T E--,J�' EF LL]
C 01\1 ( 1-1. VARIES E D
T S Go DEPTH OF FLOW E E :S7 0 E
�zo w j F < LL c�
I., A rL w- 11 -, < Q
F IL�� mE E w CHECKED DY: RHO
....... ..... ........ . .....
CHANNEL TO BE
cq
3/4 DIAMETER 017k cq N Q
N - o ..........
-F I-L.
CONTRIBUTINGti, LLI z
SEWER. 7 �7, E m< � R< PLU(I ZNLI Or-
E E m _j U
F 7 12 0 0 -, < 0 c) EOPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOI' RIGHF-OF-WAY SHALL BE
A FILLETED INVERT FOR A SIvIOOTN E MAIN LINE SERVICE LA�ERAI
, i TION BACKFILLED ENTIRELY WITH NO. 21A STONE.
TRANsmON Or'
SEC FLOW BEI 0 E
c) E 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
2 - Z SHEET TITLE
�2 o
> 45 '("0"
INLET & OUTLET PIPE SHALL BE z06 < AND COMPACTED, AND ALL STONES REMOVED OR A z1* BEDDING OF NIO. 68
PROVIDED. �-- MIN. 6 BEDDING F z 13 - F5 STONE SHALL BE PROVIDED
NOTE W1 NO. 68 STONE A A 0 om 0--.
o li� 7 a_ - < w:) 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A &IIHIMUNI 6"
. E - :5 m -
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE E E sc :9 E BEDDING OF NO. f58 STONE UTILITY DETAILS
>a, >rl 0 E
SPECIFICALLY DETERMINED BY THE CONSULTANT FOFHE SOIL CONIDI I -IONS, w ff 8a 02
,t 0 w _E
1`1 v4 Am
N A. 9J A\ J. !,� ........ ..
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE N 'I E 1 8
EIXTENIDED OR NIONI - EXTENDED BASES,
::6 IN LINE WYE - I EF
3. ALL JOINTS, LIFT
HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 0 0 wE r PLAN TYPICAL SEWER PIPE
0 Q
VA TIES INSTALLATION IN TRENCH
TYPICAL MANHOLE SECTION- zee>
m
SHOWING BRANCH TIE - IN z :1
1.
��SEWER SERVICE LATERAL CONNECTION <
N.T. S TYPICAL MANHOLE FRAME & COVER N I- S SHEET
mr-6 FIG. S - 3
J) z <,n
<z
;E T
FIG. S - 1 - A N.T.S N. .S.
J F S TD -
FIG S-I-D o c46 JOB NO.: SHEET NO
z
TD - 21 TD-25 1 T__) 2,7 12221 11 Or
0 P:\2012\12221\dwg\C-5F-FLOT-12221.dwg Fri, 2 Aug 2013 - 13:35
4
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ID - P:\ 2012\ 12221 \ dwg\ G-SP- PLOT- 12221 ,dwg - Fri, 2 Aug 2013 - 13:33
SHADOWBOX DUMPSTER DOOR
32.7.9.5 STREET TREES
R STREET T EES SHALL BE REQUIRED ALONG EXISTING OR PROPOSED PUBLIC STREETS
IN ANY DEVELOPMENT WHICH 15 SUBJECT TO 61TE DEVELOPMENT PLAN APPROVAL IN
ALL COMMERCIAL AND INDUSTRIAL DISTRICTS AND RESIDENTIAL DEVELOPMENT OF A
DENSITY OF FOUR (4) DWELLING UNITS PER ACRE OR GREATER,
1 LARGE STREET TREE SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET OF ROAD
FRONTAGE, OR PORTION THEREOF, IF TWENTY-FIVE (25) FEET OR MORE
1 MEDIUM SHADE TREE SHALL BE REQUIRED FOR EVERY FORTY (40) FEET OF ROAD
FRONTAGE, OR PORTION THEREOF, IF TWENTY (20) FEET OR MORE
*THE REQUIRED AMOUNT OF STREET TREES ON OLD TRAIL DRIVE HAS NOT BEEN MET
DUE TO SPACE RESTRICTIONS CAUSED BY UTILITY EASEMENTS AND DRAINAGE PIPES.
WAIVER HA5 BEEN REQUESTED.
32.7.9.6 PARKING LOT LANDSCAPING
N AREA E 5 PERCENT OF THE
DSCAPI G SHALL BE A UAL TO FIVE Q
INTERIOR LAN N
PAVED PARKING AND VEHICULAR CIRCULATION AREA AND SHALL BE LANDSCAPED WITH
TREES OR SHRUBS, THIS SHALL INCLUDE 1 LARGE OR MEDIUM SHADE TREE PER TEN
(10)I PARKING SPACES OR PORTION THEREOF, IF FIVE (5) SPACES OR MORE.
E
23 PARKING SPACES - 3 TREES REQUIRED / 3 TREES PROVIDED
76 PARKING SPACES 6 TREES REQUIRED / 8 TREES PROVIDED
INTERIOR PARKING LOT LANDSCAPE ISLANDS: 5% OF PARKING LOT AREA REQUIRED/
0,10 ACRES = 4572 OF = 10% OF PARKING LOT AREA PROVIDED
ADDIITIONAL PLANTINGS ALONG PUBLIC STREETS: WHEN A PARKING LOT 15 LOCATED
SUCH THAT THE PARKED CARS WILL BE VISIBLE FROM A PUBLIC STREET; 'THEN
ADDITIONAL LANDSCAPING OF LOW STREET 6HRUB5 SHALL BE REQUIRED BETWEEN THE
6TREET AND THE PARKING LOT, SHRUBS SHALL BE PLANTED IN A SINGLE ROW 5' ON
CENTER,
32.7.9.7 SCREENING
SCREENING 15 REQUIRED AND PROP05ED AROUND THE DUMPSTER AND THE HVAC
UNITS.
32.7.9.8 TREE CANOPY
FIFTEEN (15) PERCENT TREE CANOPY FOR A RESIDENTIAL 61TE TO BE DEVELOPED AT
A GR055 DENSITY OF OF MORE THAN TEN (10) BUT LE55 THAN TWENTY (20)
DWELLING UNITS PER ACRE,
5.41 ACRES = 0.67 ACRE5 OF CANOPY COVERAGE REQUIRED / 1.36 ACRES OF
CANOPY PROVIDED
32.7.9.9 INSTALLATION AND MAINTENANCE OF REQUIRED LANDSCAPING AND SCREENING
A. TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST
PLANTING 5EA50N FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF.
B. METHOD OF INSTALLATION. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH
EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE
VIRGINIA NURSERYMEN'S A550CIATION, THE VIRGINIA 60CIEIY OF LANDSCAPE DESIGNERS
AND THE VIRGINIA CHAPTER OF THE AMERICAN 50CIETY OF LANDSCAPE ARCHITECT5,
OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION, PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF FIFTY (50)
SQUARE FEET PER TREE, WITH A MINIMUM DIMENSION OF FIVE (5) FEET IN ORDER TO
PROTECT THE LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS,
CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO
LANDSCAPING BY VEHICLES. WHERE NECE55ARY, TREES SHALL BE WELLED OR
OTHERWISE PROTECTED AGAINST CHANGE OF GRADE, ALL PERVIOUS AREAS OF THE
SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER
GROUND COVER OR MULCH MATERIAL,
C. MAINTAINING AND REPLACING LANDSCAPING AND SCREENING. ALL LANDSCAPING AND
SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER
OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECE55ARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN.
P. MAINTAINING TREES IF 51TE NOT UNDER SINGLE OWNERSHIP. IN THE CASE OF
DEVELOPMENT WITH UNITS FOR SALE, THE TREES SHALL BE MAINTAINED BY A
PROPERTY OWNER'S ASSOCIATION. PRIOR TO FINAL 61TE PLAN APPROVAL, THE
DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL
MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE 5UBJECT TO REVIEW AND
APPROVAL BY THE COUNTY ATTORNEY AND SHALL BE IN A FORM AND STYLE 50 THAT
IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF THE
COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PREPARED
BY THE COUNTY ATTORNEY.
E. MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY, IF
STREET TREES ARE PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES
SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA
DEPARTMENT OF TRANSPORTATION,
LANDSCAPE NOTES
ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES 15 PROHIBITED, SHRUBS AND
TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH
OF THE PLANT,
STREET TREES MUST HAVE LOWER BRANCHES CLEARED UP TO EIGHT (8) FEET TO
MAINTAIN CLEAR ZONE FOR PEDESTRIANS AND 51GHT DISTANCE,
WATERING:
SPRING AND FALL PLANTED TREES AND SHRUBS SHALL BE THOROUGHLY WATERED THE
DAY OF PLANTING AND THEN WILL BE WATERED EVERY 7 DAYS THROUGHOUT THE
C N LL5 MAINTAIN MOISTURE IN THE 501E
FIRST GROWING YEAR. WHEN SIGNIFI ANT RAI FA MA IN
1
WATERING FOR THAT PERIOD CAN BE DELAYED UNTIL THE NEXT 7 DAY CYCLE.
FERTILIZING:
INSTALLER TO AMEND SOIL AS REQUIRED BY ON -SITE CONDITIONS AND THE NEEDS OF
THE PLANTED TREES AND SHRUBS.
FERTILIZATION SHOULD BE DONE IN EARLY SPRING OR LATE FALL, AND A WATER
IN50LUBLE NITROGEN (WIN) 15 RECOMMENDED AS THE PLANTS WILL USE IT AS
NEEDED AND IT WILL NOT WASH OFF OR LEACH INTO THE GROUND WATER.
THE INSTALLER SHALL HAVE THE 601L TESTED FOR PH PRIOR TO INSTALLATION AND
DETERMINE THE CORRECT FERTILIZERS FOR THE SPECIFIED PLANTS.
LOW MAINTENANCE GROUNDCOVER 15 REQUIRED FOR ALL PROPOSED SLOPES STEEPER
THAN 3:1
3 - HEAVY DUTY
HINGES
Eli
VVVVIV LVL
I1—
i
n
I
I
y
I
L�
o
:.IL=.IL=L=.IL=LPL=JL�LP.IL JL=JL=LP.IL .IL=.11PL=.tI LP.0=.11=LP.R lL==11PJI.=.1t.=1L=JIP.IL-1l
u-n-n_I-
4X4" POSTS SPACED 8' ON CENTER
ELEVATION
PLAN
2X6" WESTERN RED CEDAR #1
CONCRETE MASIONRY UNIT WALL W/ BRICK FACADE
3 - 2X4" PRESSURE TREATED STRINGERS
1X6" WESTERN RED CEDAR #1
VERTICAL FENCING
FINISHED GRADE
2X6" CAP
1 X6" VERTICAL FENCING
2X4" STRINGER UNDER CAP
CONCRETE MASIONRY UNIT WALL W/ BRICK FACADE
HORIZONTAL 2"X4", 3 P
TREATED 6" X6" POSTS, ALL 4
1 "Xi6° VERTICALS EACH 51DE (STA
FIN5HED GRADE
2X6" CAP
SECTION
i -
,r'
I,
J
W i j _R�srs
3
VERTICAL A'I
L MP /FLAT GLASS E
L NS ,.
S:
S�RIE
5
LAMP LIGHT LINE LUMINAIRE
7711
TION WATTAGE SOURCE LENS VOLTAGE' FINISH OPTIONS
250W
PSMH-Pulse-Start
FG- Flat Glass
480V
BRZ - Fill
LL - Less
1P Ill
320W
Metal Halide
MT - Muir fa
BLK Blak
Lamp
FP • Perimeter
35OW
HIPS - High Pressure
IT - Fri Tap '
PLT - Platinum
GS - Glare
For,,ard
iPStdH only)
Sodium
Throw
40OW
BUF - it
Shield
5-TypeV
WHT -white
BBK 8" Bracket
GRIN -Green
RPP -Round
MSV !,Metallic
Silver
Pole Plate
250W
NW - Natural white
320W
CC - Custom
BKT-WM -Wall35OW
Mount Plate
40oW
Color
PT -Pole TOP
FVR
2. Type II
40OW
MHR - Metal Halide
SF - Single
3 - type III
515W
Reduced
FP•Perimeter
(PshlH only]
Envelope
Posing
forward
75OW
1OwWatt •
OF - Doubla
Throw
1P`aMH only)
pSMH -Pulse-Start
Fusing
5 - Type V
875W
Metal Halide
(PsrAH only)
AS - Accent
AF• Au,,,a,d ve
1000W
HPS- High Pressure
Forvard
( available
Sodium I
Striping
Throve
litHPS)HPS)
PC -Photo Cell
Al• Autumil
NO - No Options
Interior
775W
NW - Natural White
SR -Super Reflector
575W
- _ --
FV 5 1000 MH FG MT BRZ NO
(EXAMPLE ORDERI
2X4" STRINGER ORDER:
WLS
1 X6" VERTICAL
FENCING
2X4" STRINGER
SHADOWBOX DUMPSTER DOOR
SCREENING/PRIVACY FENCE
NO SCALE
NOTE:
STAIN ALL WOOD MEMBERS - COLOR TO BE
SELECTED BY ARCHITECT,
AT PLANTING PRUNE ONLY
CRO66ING LIMBS, CO -DOMINANT
LEADERS, BROKEN OR DEAD
BRANCHES, AND ANY BRANCHES
THAT POSE A HAZARD TO
PEDESTRIANS
WATER THOROUGHLY TWICE WITHIN
THE FIRST 48 HOURS
TOP OF BALL TO BE SET 2" TO
3" ABOVE THE LEVEL OF THE
SURROUNDING 601L
REMOVE BURLAP AND BASKET
FROM TOP 1/3 OF BALL AND
REMOVE FROM SITE,
3" EARTH SAUCER
BACKFILL WITH 1 /2 CLEAN
EXISTING 501L, 1 /4 CERTIFIED
TOP501L AND 1 /4 ORGANIC
MATERIAL
STAKES OR GUYS TO BE
INSTALLED USING ACCEPTED
ARBORICULTURE PRACTICE
SCALE: NOT TO SCALE
FOOTNOTES: na<culdance n,th the 20a7 Energy] d pendance and Security Act'EsA), f les,,1]
1-When ordering pole top fi'ms,ni, for tenon ntaunting, a Iofe top3nlaptor must the ordered. nolungerbearalabinm Probe Start Metal H,std2 sv111, walrages from l s0_U5 through
2- Tri-Tap nut available in IGOO Wan pSMH Voltage most be sp—hed - 1207. 227V or 347`1.. 500 watt' for ne,v losrall d ons. Rewatement pans rot e,mnq fixtures are still available.
3- Ft1r imelnallanal •raitdgeS, [onSUll (attar`(.
4 h1T-Multi Tap is shipped standard urle;; otherwise speufied.!Aulli Tap consists ui 120V•ZGBV, 24G'J, and 27rv. Color Decals
hAWG Tap is pre -wired furhiyhest voltage. Alternate voltayes'aill requlrr field re wldny- -15- Light Gold Metallic 55-Black
5- na Tap is sh[pp�d swidind for Calidianipplicationd. Tri-raptomots of 12,011, 277V and 347V, 20-Charcoal Metallic 50-While
hi -Tap is pre:wined rorhighest'rcltage.Aht ate held—.4ing. 94-Blue Metallic 51-Dark Red
6-Arts'brackalcm,only Leurdcsc]with 91c•didm8o-cunfigurations. 59-Dark Green 700- Aztec Silver Metallic
7- Om FVNrF`1F.PTphotae[ecuic control can only Le used with 400`Natt PSMH 21 - Toinato Red
ACCESSORY ORDERING INFORMATION
(Accessories are field installed)
Cteseription
HOUSE SIDE SHIELDSIrmv'elew
FWR/FVM 2 HSS - House Side Shield
FWRPT/FVMPT 2 HSS _ House Side Shield
I
FWWFVM 3 HSS - House Side Shield
FWRPT/FVMPT3HSS - House Side Shield
4-situ' -
s-3f
FWWFVM FP HSS - House Side Shield
tl IOmml — f
37nun)—I
FWRPT/FVMPT FP HS5 - House Side Shield
Isgmini
1225mo1)
5-g,g•
FWWFVRPTFA/AFTHSS- HouseSideShield
(137mm)
TrFEn
RPE111nvoroltITHRVAJ r AHr
FIVE wiIHINTEUIrL
HOUSE 51DE SHIELD
12
Locatiorn: Date: Syr' Y LS L I G H (1 H G S V S T E 11 S
1919 Wllndsor Platte ' Fort Worth, TX 76110 • 800,633.8711 Fax: 817.735.4824 + wvzwr.wlSllghting.com f6't' Consider the Impact!
,mall
laaa '�
SA � I I
I mml
rota=.
mmm:
an. Izea I
rzla m
.J
IaJI,'
BS,a'
4 l
IVJ
Ell �L It—llsFEO
Ilstad Ter locations
Ida vnliylyrat nnlyl
m da p ocation
tupl7ht covered I-ec nonlyf
CONSTRUCT EARTH SAUCER,
3" HIGH CONTINUOUS BERM
2" MULCH EXTENDING OVER
BERM
1/8 TO 1/4 OF ROOTBALL
ABOVE GRADE
REMOVE BURLAP FROM TOP
OF BALL
BACKFILL WITH 1 /2 CLEAN
EXISTING SOIL, 1 /4 SAND
AND 1 /4 ORGANIC MATTER,
WITH A PICK
i
WALL 5COINCE
E JL-wilif.IRIES
SPECIFICATIONS
HOUSING- Aluminum housing is available in two sizes and is a rectangular shape. All
mounting hardware is stainless steel or electro-zinc plated steel.
WALL MOUNT. A galvanized -steel universal wall mounting plate easily mounts directly to a
4" acta onal or uare'unction box. An EPDM gasket is supplied g q ) g pplle to be installed between the
mountin lateand'unctionboxfromtheentranc o wa g p ) e f ter. The universal plate permits the
fixture to be mounted in the uplighting position (listed for damp locations) or downlighting
position (listed for wet locations).
LENS/GASKET- A flat clear tempered glass lens, which is sealed to the door frame with
EPDM gasketing, Is standard. An optional polycafbonate lens is available on most Compact
Fluorescent fixtures.
DOOR FRAME - The aluminum door frame with two stainless steel captive fasteners allows
easy access into the fixture. A one piece extruded silicone gasket seals the door frame against
the housing. The door swings open and is held in place by a retainer.
FINISHES • Fixtures are finished with WLS's DuraGrip' polyester powder coat finishing
process. The DuraGrip' finish withstands extreme weather changes Without cracking or
peeling, and is guaranteed for five full years. Standard colors include bronze, black, platinum
plus, graphite, satin verde green, metallic silver and white
REFLECTORS/DISTRIBUTION PATTERNS- Forward Throw (FP,FPM)and Type Ill (3)
reflectors are available on small and medium. All are high performance, full cut-off distribution
as defined by the IESNA (downlight position only). Photometric data is tested in accordance
with IESNA guidelines.
LIGHT SOURCES - This fixture is designed to operate with horizontal Pulse Start Metal
Halide, Pulse Start Metal Halide Reduced, Natural White, Super Metal Halide, Super Metal
Halide Reduced, Metal Halide, Metal Halide Reduced, High Pressure Sodium, and single,
double or triple compact fluorescent lamps. Lamps supplied as standard - HID (clear, ship
installed), anclCompact Fluorescent (coated, 4100K shipped in separate carton).
SOCKETS- HID lampholders are glazed porcelain, medium base for the small fixture and
mogul base for the medium fixture, 4KV pulse rated. The Compact Fluorescent fixtures feature
a one-piece thermoplastic socket.
BALLASTS - Electrical components are factory -mounted in housing and pre -wired with
voltage specific leads which extend out the back of the unit through a rubber grommet. This
grommet prevents the entry of insects dust and moisture into h fixture,
o the e. The need too en
9 P Y P
the fixture to make wiring connections is eliminated, making installation quick and easy. ILL
listed components with high -power factor ballast rated for -20' F starting. Compact
Fluorescent ballasts are Electronic Universal Voltage (I 20-277V 50 / 60Hz) or 347V (6011z), 0" F
starting. Consult factory for available wattages and voltages for use in Canada.
EMERGENCY OPERATION- Avariety ofintegral emergency options are available tocomply
with Life Safety Codes which require emer enc lighting aloe 1 path of r 1 tl e egress of the
7 q 9 Y 9 9 9 P 9
buildings exterior, so building occupants can exit safely. (See Options in Ordering Information)
Flat lensed Bxtutes meet IESNA
full cutoff classifycat ion
r r
ARslhx7JNY ROLE iL9 M,7e:li
A A
MGM`r1 ��11
�d Jac
Lr � ,
'Fna 1lounl 21 Ji VSm
—
F nPT Fcle RP I27 d'S:;m
1214-1324rlvn.'
21,1Sr16i557—
S,RA,rnhTunt Pl a't_45mrn
Ifi l: d' l0nrn)
'PVRpf Nle icp I D-5,8rl 5n1rn;
15-113-;41Urrrl)
25'1435mn1
'w SERIES
Flat Lens
POI
12*10—ket
FVRSERIEs
12's-ket
i Single
_
3.2
3.8
tti uido'
7.6
_
�i U90'
__63
5.7 —_
_
- 1.6
a 194'
8.tt
IIA
_,� r♦ Ir1120
O`+O'
9.0
11.3
1IA
15.2
Pule Tap
3.2
_
4,0
Note: House side Shield adds to f ALun, EPA. Consult factory.
N ETOPh10I aOL1GNAMI
V 1
O C 0US
LISTED
r A luatm
( g
VERTICAL''! AMP'/FLAT GIJ
LASS
r
s �I
VA
SPECIFICATIONS
HOUSING - The FV Series formed aluminum housing is finished to produce a clean, sharp
appearance and ensures weather -tight construction. Available in 2 sizes: Medium (reduced
envelope 400 Watt Lamp) and Reduced (reduced envelope 1000 Waft Lamp).
LENS/GASKET - A flat tempered glass lens is sealed to the housing with an EPDM gasket,
preventing ofm i p g entn y o stare, dust and insects. Combined with the vertical bum feature, the
flat glass lens provides high performance lighting.
TOP ACCESS - Is secured by four captive stainless steel fasteners and provides ease of
installation and servicing.
FINISHES - Each fixture is finished with a ak - b edon powder r polyester p g p ocessto
give the fixture an exceptionally attractive appearance. Standard finish colors include
bronze, buff, black, platinum, white green. The polyester finish withstands extreme weather
changes without cracking or peeling. Consult factory for available custom colors and
pinstripe decal options.
REFLECTORSIDISTRIBUTION PATTERNS -'rhe FV Series fixture is available in five
reflector systems and distribution patterns, all with vertical burn lamps: Type II (2), Type III
(3), Type V (5), Perimeter Forward Throw (FP) and Super Reflector (SR) for a minimum
mounting height of 30 feet. Reflectors are field -rotatable, enabling generous flexibility in
distribution patterns without fixture movement,
LIGHT SOURCES - Designed to operate with Pulse -Start Metal Halide, Natural White,
Super Metal Halide, Metal Halide, Metal Halide Reduce Envelope or High Pressure Sodium.
SOCKETS - Porcelain mogul -base sockets with spring -reinforced contacts.
BALLAST - Pulse Start Metal Halide, Metal Halide, Super Metal Halide, and High Pre sure
Sodium feature a high -power factor CWA ballast, and are designed for-20'F operation.
8RACKETS - Arm Mount: 5 1/2'x 2 112' x 12'' length shipped standard. (An 8" bracket
is avaiable for single or D 180 configurations, but must be ordered separately from Options
column of the ordering chart) A Round Pole Plate (RPP) is required for mounting to 3" - 5"
round poles, (See Options in Lurninaire Ordering Information.)
Pole Top: Cast aluminuin mounting hub conceals the wiring compartment and mounting
hardware (consisting of four 1 1/16" O.U. aluminum rods for medium fixtures and 7/8" O.D.
aluminum rods for large fixtures, and high -strength grade -five steel bolt With nylon insert
and split lock vlasher for double locking.)
DECAL STRIPING - WLS offers optional color -coordinated decals In 9 standard colors to
accent the fixture. Decal is guaranteed for five years against peeling, cracking, or fading.
Approved By: Project Name: ra
Location: — Date: WL.S L 16 H T I N G 5 V S T E 11 S
1919 Windsor Place ' Fort Worth, TX 76110 ' 800.633.871 1 ' Fax: 817.735.4824 r www.wIsfighting.com Consider the Impact!
Specficaunns suLJecttochange.rnheut rwtica. at H-12111
1 I 17WATTAGE
LIGHT LINE LUMINALRE
SERIES DISTRIBUTIONOURCE*- LENS VOLTAGE FINISH(' ORTION5
WME-S
3-Type lit
igh Pressure
FG-Flat Glass
120V
BRZ-BmIce
PC -Photocell
FP -Forward
odlum(150)
Lens
208V
BLK - Black
TP- Tamper Prpaf°
Throw
IOOW
CMH•Celandc Mewl
240V
CRY - Grey
PMA - Pole Mount Adaptor for use with square
WW-Wall Wash
15OW
halide
277V
WHT-White
poleslforSorD180'mountingconfiguration5
MH - Metal Halide
347V
GRN-Green
only]
RD - Rik]
MSV- ,MckalUc
SiNtle
CC - Custom Cob,
PMAR -Poie Mount
aunt Adaptor for use with round ores
p p
tfur5ot 07B0'nwunbny confsyuratians only)
Dim - c;l Control Volwye DI rung Ball-0
C- Coated MH or PSrAH lamp
FTM- For.vard
rhm'd
Medium
26W
32W
42W
CFL •Compact
Fluorescent 5ingfe
CFL2•Compact
fQ- FlatGlass
Lens
FPC - Flat Cieat
UE- Univenat
Electronic
(120.277V 50/ 60Hz)
"""'—'-
""-
—'
V25OW�
Fluorescent Double
Potycarbonate
------
347'
SQT- Standby Quartz (nine Cefayy
SON _ Standby Quartz (Non'lime Delay) `
EQ- Emergency Quartz (Separate 120Vcircuh-HID
WME-M
3-Type Ill
-
pSMH - Pulse Start
FG-Flat Glass
120V
FT - Forward
32OW
Metal Halide
Lens
208V
only)'
Throe:
40OW
(25r7, 320)
240V
El -T'wo Emergency Quartz(Twro separate 120V
PSMHR - Pulse start
277V
GrcuiLs-HID amyl'
Metal Halide
347V
BB-CFLBatteryBack up -
Reduced (4uu)
480V
EMI .one Emergency 12V Circuit Provisiunsrith 32W
HPS - High Pressure
Halogen Lamp'
Sodium (250, 40O)
E MILL • One Emergency 12V Circuit Provision -less
Halogen Lamp'
320W
NW - Natural White
Erd2- Two Emergency 12V Chcuit PtovlslonswIth 42)
32`17 Halogen Lamps'
E M2LL • Twa Emergency 12V Circuit Provisions - less
Halogen Lamp u
LL • Less Lamp
26W
CFL- Compact
FIG - Flat Glass
BE - L lvetsal
NO - No options
32W
42W
Fluorescent single
t37, 7o)
Lens
FPC•Flat Clear
Electronic
(1 o-277v5o/00Hz)
ACCESSORIES
SF - Single Fusing
57W
CFL2•Compact
Polycatbonate'
347'
70W
FlutiescentCouble
157, Io)
OF - Double Fusing
PSS • Pulpcarbonate Shield for VrhlE-S
CFL3-Compact
PSM -Polycatbonate Shield fur WNIE-M
Fluorescent Gipte
SW BLK -Surface Wiring Box
426, 32, 42)
SCD •Tan -per -proof Sclev»driver
NA - No Accessories
WME-M 3 400 MHO FG 120V BRZ
(EXA)IPLE ORDER)
nilrIFR-
FOOTNOtTES:
I -If,l Irt Inr Mel tssl•gwred on an UPligh[r,ied—II 417OWCH.2 or 42WCFL3, the glassNnswillrpolycarbonate shietdmust Lx tiered.
2 •Far International voltages, cansultfactory.
3. 347V CFL is not available with dimming ballast (DIM) option. Consult factory for battery backup tBB) option-
4. a :xre,vdriver must he ordered separately. (Ste Accessonas in Ortdering Informat:onf
5-CFL Dimming 0rand by others,
6 -HID laid, wattages so and lu are supplied wlih a so wan. l2Uw quoits lamp. HI U Tamp wattages too through 50 are supplied v,i[h a 100 watt, s 2UV
11 aanz]aril Hit) lam watt 4 I u> I' lsvutl wall.
l p ago W S S F p tt a 150 a t. 12aVgwnt Ilalnp.
7-Ava)-UI
HID fiam,utlCf7 art rr,mmum trlU flntwi,. Hlul mp Hatt -yes l00lhruuy117175 Jresupp'.I--clr»ith rise 50 vratt, 120Uqualttlarnp5. 2;0arM)400',vatt
s ate suppbed with two I GO walb 12GV qu aaa lamps.
8- Battery Back up awllalrle on single, double and uiple 120 or 277 vultage specific units for U.S. applications. Please change tine Votage of UE to 120 or
277 when ordering this option. On double and triple unit;, one lamp will be energized by Battery Backup (BBl upuon. comult factory far specific Means
of Egress job application compliance.
9 - Utilizes GY6.3S scc::eth). 12 volt separate circuitlsk required,
NO/NA
COLOR DECALS
45 - Light Gold (Metallic
20- Charcoal Metallic
94 - Blue Metallic
59 - Dark Green
21 - Tomato Red
55. Black
50 - While
51- Dark Red
700 - Aztec Silver Metallic
Approved By:
Project Name:
from l$0'.1atislhrwlih 500 vrails fornew hisala6on. Re plateme lit pans for eA sAsg fixtures ale still available.
Location: __. _
Date: WLS L 1 G H T I N G S i S T E 11 5
Approved By: Project Narne:
id
1919 Windsor Place , Fort Worth, TX 76110 '
800,633.8711 ' Fax: 817.735,4824 www.wlsfighting.com IF Consider the Impact!
Location: Date:
WLS L 16 111 T I N G S V S T E i1 S
sv 6rati„m: aieat�r
1919 Windsor Place y Fort Worth, TX 76110 y 800.633.87111 ' Fax:817.735,4824
' wrowrr.wlslighting.com M Consider the Irnpaet!
nye,vd, srwure,
01 It" urea
of Ayr 7Vttl
27 GREEN HILL DRIVE, FOREST, VIRGINIA 24551
PHONE:434-525-5985 FAX:434-525-5986
EMAIL: pno@perkins-orrison.com
PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450
PHONE:540-464-9001 FAX:540-464-5009
EMAIL: prlo@perkins-orrison.com
CONSULTANTS
5EAL:
KLTH np`lllll It_\
14M
RUSSELL fQBISON
Lief 031849
O�
GJ�i �,Srs, G1
�•,�\ tONAL
EDENBROOK PARK
SITE PLAN
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
CLIENT:
EDENBROOK L.L.C.
C/O THE HUMANITIES FOUNDATION
1 07/31/2013 PER REVIEW COMMENTS
MARK DATE DESCRIPTION
165U E: 03 - 26 -13
CONTOUR INTERVAL: 21
DESIGNED BY: RHO
DRAWN BY: BW
CHECKED BY: RHO
SHEET TITLE
LANDSCAPE & LIGHTING NOTES &
DETAILS
TREE PLANTING DETAIL
DECIDUOUS TREE
NO SCALE
SHRUB PLANTING DETAIL
NO SCALE
SHEET
JOB NO.: SHEET NO
12221 13 OF 15
ID - P:\ 2012\ 1 2221\ dwg\ C -5P- PLOT-12221 ,dwg - Fri, 2 Aug 2013 - 13:33
d
ID - P;\2012\12221\dwg\C-5P-PLOT-12221,dwg - Fri, 2 Aug 2013 - 13:55
ID - P;\2012\12221\dwg\C-SP- PLOT- 12221,dwg - Fri, 2 Aug 2013 - 13:33