HomeMy WebLinkAboutSDP201000038 Plan - Submittal (First) 2010-06-21SITE DEVELOPMENT DATA
EXISTING USE:
VACANT
TAX MAP ID #: TM 32 -41 D5
VIA DEED BOOK: D.B. 3667, PG. 685
0M.FoRT SUITES INN
PROPOSED USE:
HOTEL (77 UNITS) AT HOLLYMEAD
ZONING:
PLANNED DEVELOPMENT MIXED COMMERCIAL (PDMC)
ZONING CASE #: ZMA 01 -019, 01 -20, 02 -02
BUILDING HEIGHT: (PER ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 21.4)
NOT TO EXCEED 65'
— PROVIDED ANY STRUCTURE EXCEEDING 35' SHALL BE SET BACK
FROM ANY STREET RIGHT OF WAY, IN ADDITION TO MINIMUM YARD
REQUIREMENTS, A DISTANCE OF NOT LESS THAN 2' FOR EACH 1'
OF HEIGHT IN EXCESS OF 35'
PROVIDED: 3 —STORY HOTEL @ 49' -3 1/2
MINIMUM YARD REQUIREMENTS: (PER ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 21.7.1)
ADJACENT TO PUBLIC STREETS:
STRUCTURES (EXCEPT SIGNS) — 30' MIN.
HEIGHT IN EXCESS OF 35' — PROVIDE ADDITIONAL 30' SETBACK
OFF STREET PARKING OR LOADING SPACE — 10' MIN.
MAX. EMPLOYEE COUNT = 14 , TYPICAL = 6
PARKING REQUIREMENTS:
PARKING SPACE:
1 SPACE PER ROOM(77 ROOMS) = 77 SPACES REQ'D
1/75 S.F. OF CONFERENCE ROOM(800 S.F CONFERENCE ROOM): =10 SPACES REQ'D
TOTAL SPACES REQUIRED: =87 SPACES REQ'D
ONSITE PARKING PROVIDED(INCLUDING 4 HANICAPPED): =87 SPACES PROVIDED
ON /OFFSITE PARKING PROVIDED(FOR FUTURE DEVELOPMENT): =48 SPACES PROVIDED
TOTAL ON /OFFSITE SPACES PROVIDED = 135 SPACES PROVIDED
ALLOWABLE MAXIMUM SPACES = 105
(ON /OFFSITE 30 PARKING SPACES REQUIRES SPECIAL USE PERMIT —AS FILED 3/2/09)
ACREAGE,/USE AREA:
PARCEL SIZE: 1.97 AC. (85,813 S.F.)
TOTAL S.F. OF BUILDING: 49,768 S.F.(3 STORY)
BUILDING FLOOR AREA: 16,811 S.F.(FIRST FLOOR)
GREENSPACE: 23413 S.F. (27 %)
PARKING (HOTEL): 17,982 S.F.
US GE:
19% HOTEL
20% PARKING
IMPERVIOUS AREA:
EXISTING CONDITIONS = 0
PROPOSED DEVELOPMENT = 62,400 S.F (72.0 %)
77 ROOM HOTEL: TRAFFIC (TRIP GENERATION) PER ITE, 8TH EDT.
LAND USE CODE 310: HOTEL
AM PEAK: 44 VPH
PM PEAK: 46 VPH
DAILY: 630 VPD
TOWN CENTER
RIO DISTRICT
ALBEMARLE COUNTY
TENTATIVE
FINAL SITE TILITY PLAN
NOTES.
1. ALL STORM PIPE LENGTHS ARE MEASURED FROM
CENTER OF DRAINAGE STRUCTURES (D.I. OR M.H.)
2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN
INSIDE SURFACES OF MANHOLES
(UPPER STATION- LOWER STATION -4' = LENGTH)
3. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS
AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW
SCOPE OF WORK
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND
FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES.
5. CONTRACTOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT
PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE
DEVELOPED AND IMPLEMENTED BY THE CONTRACTOR FOR THIS
CONSTRUCTION ACTIVITY.
N
VICINITY MAP
Scale: 1" = 2000'
BEFORE YOU DIG CALL FIELD SURVEY SOURCE:
1 -800- 552 -7001 BOUNDARY AND TOPOGRAPHY AND BENCHMARKS
PROTECT YOURSELF, GIVE THREE PROVIDED BY ROGER W. RAY & ASSOC., INC.
WORKING DAYS NOTICE
1717 -1 B ALLIED STREET
CHARLOTTESVILLE, VIRGINIA 22903
LAND SURVEYORS LAND PLANNERS
434 -293 -3195
DATE : APRIL 21, 2009
OWN FR
PROPOSED LEGEND
EXISTING
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ASPHALT PAVEMENT
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SANITARY SEWER LINE
- - - -- PROPERTY LINE
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DRAINAGE STRUCTURE NUMBER
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NOTES.
1. ALL STORM PIPE LENGTHS ARE MEASURED FROM
CENTER OF DRAINAGE STRUCTURES (D.I. OR M.H.)
2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN
INSIDE SURFACES OF MANHOLES
(UPPER STATION- LOWER STATION -4' = LENGTH)
3. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS
AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW
SCOPE OF WORK
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND
FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES.
5. CONTRACTOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT
PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE
DEVELOPED AND IMPLEMENTED BY THE CONTRACTOR FOR THIS
CONSTRUCTION ACTIVITY.
N
VICINITY MAP
Scale: 1" = 2000'
BEFORE YOU DIG CALL FIELD SURVEY SOURCE:
1 -800- 552 -7001 BOUNDARY AND TOPOGRAPHY AND BENCHMARKS
PROTECT YOURSELF, GIVE THREE PROVIDED BY ROGER W. RAY & ASSOC., INC.
WORKING DAYS NOTICE
1717 -1 B ALLIED STREET
CHARLOTTESVILLE, VIRGINIA 22903
LAND SURVEYORS LAND PLANNERS
434 -293 -3195
DATE : APRIL 21, 2009
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GENERAL NOTES
1. EXISTING UTILITIES
THE LOCATION OF EXISTING SEWER, WATER, POWER, GAS, TELEPHONE, AND
10. ELEVATIONS ON THE PLANS ARE TO DATUM ESTABLISHED BY THE N.G.S. OF
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING
-
OTHER UTILITIES AND STRUCTURES WHICH ARE LOCATED ACROSS, UNDERNEATH,
THE N.O.A.A.
VDOT# 21B
ALONG AND WITHIN THE LIMITS OF THE PROPOSED WORK ARE NOT NECESSARILY
11. A LONGITUDINAL DROP INLET (ON GRADE) SHALL BE POURED WITH, THE
UBGRADE TO BE COMPACTED
95% STD. PROCTOR DENSITY
\--
SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT.
THROAT ON THE SAME GRADE AS THE ADJOINING CURB AND GUTTER UNLESS
® 2t OPTIMUM MOISTURE
COMPACTED SUBGRADE -�
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND
GENERAL CONSTRUCTION NOTES
CONCRETE PAVEMENT DETAIL
PROTECTION CENTER ( "MISS UTILITY") AT 1- 800 - 552 -7001 AND, AT HIS OWN
12. ALL CONSTRUCTION STAKING WILL BE AT THE CONTRACTORS EXPENSE UTILIZING
'
PAVEMENT DETAIL ��
COST, VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES
A VIRGINIA CERTIFED PROFESSIONAL ENGINEER OR LAND SURVEYOR UNLESS AGREED
NO SCALE ( DRIVE AISLES)
NO SCALE
WITHIN THE LIMITS OF CONSTRUCTION. HE SHALL NOTIFY THE ENGINEER
UPON BY THE OWNER IN WRITING. COPIES OF ALL SITEWORK CUT SHEETS ARE TO
IMMEDIATELY IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR UPON
BE FURNISHED TO ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR
2"
FM -12.5A ASPHALT
DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN. THE CONTRACTOR SHALL
SHALL BE LIABLE FOR ANY ADVERSE CONSEQUENCES IF CUT SHEETS ARE NOT
4"
BM -25
BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH
PROVIDED TO ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION: COST OF THIS
8"
VDOT STONE
HIS CARELESSNESS OR NEGLIGENCE. ANY GRADE STAKES, HUBS, ETC. DESTROYED
REVIEW TO BE BORNE BY CONTRACTOR.
TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTANED FROM THE VIRGINIA DEPARTMENT OF
WILL BE REPLACED AT THE CONTRACTORS EXPENSE
SUBGRADE TO BE COMPACTED
DISTANCE AT EACH INTERSECTION
THE CONTRACTOR SHALL NOTIFY THE APPLICABLE GOVERNMENTAL PUBLIC
GENERAL WATER &SEWER CONDITIONS
0 9516 STD. PROCTOR DENSITY
� 2t OPTIMUM MOISTURE
WORKS AND PUBLIC UTILITY DEPARTMENT AT LEAST 24 HOURS PRIOR TO START
28
SURFACE
5. TOPSOIL STRIPPING
OF WORK ON THE PROJECT.
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE
PAVEMENT DETAIL 'B'
221/2
2. MATERIALS AND WORKMANSHIP
CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE
CONTRACTOR SHALL REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM ALL
2.
ALL MATERIALS AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITH THE
START OF THE WORK.
NO SCALE (MAIN DRIVE ACCESS)
0.32
LATEST EDITIONS OF:
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY
i.88
OF V.D.O.T. UNLESS OTHERWISE NOTED.
(A) VIRGINIA DEPARTMENT OF TRANSPORTATIONS "ROAD DESIGN
SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL
7" AIR ENTRAINED 3000
STANDARDS" AND "ROAD BRIDGE SPECIFICATIONS ".
ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
PSI CONCRETE WITH
90
(B) APPLICABLE ALBEMARLE COUNTY ORDINANCES AND REGULATIONS.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE GENERAL WATER
W4.OxW4.0, 6"x6"
0.83
(C) THE LATEST RULES AND REGULATIONS GOVERNING CONSTRUCTION DEMOLITION
AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
WELDED WIRE FABRIC
AND EXCAVATION AS ADOPTED BY THE SAFETY CODES COMMISSION OF THE
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
°
V.D.O.T. STD. CG -2
COMMONWEALTH OF VIRGINIA AND OOSHA.
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
NO SCALE
5. THE CONTRACTOR SHALL BE RESPONSINBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). °' o a ' 5"
3. DEVIATION FROM PLANS
NO DEVIATION FROM THESE PLANS WILL BE ALLOWED WITHOUT PRIOR WRITTEN 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF 81#
APPROVAL OF THE OWNER, ENGINEER AND AFFECTED GOVERNMENTAL AGENCIES. PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
4. CLEARING AND GRUBBING AND WATERLINES, ETC.
A. ALL GROWTH OF TREES OTHER VEGETATION AND OBJECTIONABLE DEBRIS 7• ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
'
SHALL BE CLEARED AND GRUBBED FROM THE PROPOSED PAVED AND BUILDING
8•
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING
CRUSHED AGGREGATED BASE COURSE
VDOT# 21B
AREAS AS WELL AS AREAS INDICATED TO BE GRADED ON THE PLANS
B. ALL CLEARING AND GRUBBING WITHIN THE
A FUTURE EXTENSION OF THE LINE.
\--
UTILITY EASEMENTS AND SPECIAL
COMPACTED SUBGRADE -�
FILL AREAS SHALL BE TO THE LENGTH AND WIDTH NECESSARY TO CONSTRUCT
GENERAL CONSTRUCTION NOTES
CONCRETE PAVEMENT DETAIL
THE IMPROVEMENTS SHOWN ON THE PLANS.
C. ALL TREES, BRANCHES, VEGETATION AND DEBRIS SHALL BE DISPOSED OF
ALBEMARLE C 0 U N TY ENGINEERING
NO SCALE
IN A LEGAL MANNER ACCEPTABLE TO THE OWNER AND ENGINEER. BURNING
PERMITS WILL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE.
1.
1
PRIOR TO ANY CONSTRUCTION
2 " RADIUS
D. ALL TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
N WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, CONNECTION
I
I
INTERSECTIONS SHALL BE REMOVED SO AS TO OBTAIN THE MAXIMUM SIGHT
TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTANED FROM THE VIRGINIA DEPARTMENT OF
DISTANCE AT EACH INTERSECTION
CONC.
TRANSPORTATION (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS IF CAST
TO BE CLASS A-3-
IN PLACE, 00 ..'
a
28
SURFACE
5. TOPSOIL STRIPPING
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.CLASS
A4 IF PRECAST -
221/2
,
218
CONTRACTOR SHALL REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM ALL
2.
ALL MATERIALS AND CONSTRCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
2.91
2.88
0.32
BASE
AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE
i.88
OF V.D.O.T. UNLESS OTHERWISE NOTED.
2.87
0.13
4
THE TOPSOIL FROM THE SITE AT OWNERS DIRECTION.
3.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
90
4.83
SUBBASE
6. GRADING
0.83
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
6"
A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND
45
CONSTRUCTION.
V.D.O.T. STD. CG -2
COMPACTED TO THE FINISHED SUBGRADE OR GRADES AS SHOWN ON THE
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
NO SCALE
PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE
5.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
22 1 /2
CBR TEST RUN AND SHALL REPORT TO THE OWNER, ENGINEER, AND ANY
x.88
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
ax4
6"
2' - 0"
AFFECTED GOVERNMENTAL AGENCIES ANY TEST WHICH SHOW A CBR OF LESS
THAN 10. IN SUCH CASE ROAD
6.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
11 i/+
-+i
2" 3000psi AIR
PAVEMENT DESIGN MAY HAVE TO BE RE-
DESIGNED TO MEET WITH THE ACTUAL SOIL CONDITIONS ENCOUNTERED
o.ta
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
=
I
2" RADIUS
ENTRAINED
B. IF UNSUITABLE MATERIAL IS ENCOUNTERED WITHIN THE ROADWAY, PARKING
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
I
CONCRETE
AREA OR ANY SPECIAL FILL AREA, IT SHALL BE REMOVED FROM THE ENTIRE
CONTROL DEVICES.
-
A. v e.
PROPOSED PAVED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFlLL
8.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 111.
< a
WHICH IS SUITABLE FOR ROADWAY (OR BUILDING SITE) CONSTRUCTION AS
PER 'VDOT'
9,
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
REQUIREMENTS AND ANY SPECIAL REQUIREMENTS OF THE COUNTY
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
OWNER', ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES.
C. FILL AND BACKFlLL MATERIAL SHALL BE COMPACTED TO 95% STD. PROCTOR
1' _ 0"
4" #57 STONE
DENSITY AT OPTIMUM MOISTURE + -2% UNLESS SPECIFIED OTHERWISE ON THE
BEDDING
PLAN
V.D.O.T. STD. CG -6
D. ALL GRADING OPERATIONS SHALL BE DONE IN SUCH A MANNER SO AS TO
NOTE:
PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY
NO SCALE
PROVIDE POSITIVE DRAINAGE AT ALL TIMES.
5' AND EXPANSION JOINTS AT NO MORE THAN
E. AT ALL ROAD INTERSECTIONS IN A CUT SECTION, THE BACK SLOPES AND
20' INTER,'ALS.
`
VEGETATION SHALL BE CUT BACK WITH AT LEAST 3:1 BACK SLOPES SO AS TO
JOINT
SEALING JOINT SEALING
CURB & GUTTER
PROVIDE THE BEST POSSIBLE SIGHT DISTANCE
MATERIAL
VARIES
FACE OF
F. STANDARD SPRING BOXES (SB -1) AND UNDERDRAIN SYSTEM (UD -1 UD -2)
CURBING
5" CQN RETE BROOM FINISHED
MIN.
BUILDING
S NOTE
WILL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS AND WHEREVER FIELD
-0.25 :1
9'
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CONDITIONS WARRANT.
_ -A, 4
4
7. DRAINAGE STRUCTURES AND MINOR EXCAVATION
A. ALL PIPE CULVERTS AND STORM SEWER SYSTEMS SHALL HAVE A MINIMUM COVER
_
':
ISOLATION JOINT W/ 0.5"
PREFORMED
4 " WHITE
PAINTED
OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON THE PLANS. IF
NEWPAVEMENT
.�- _f
COMPACTED SUBGRADE---"`*
UBGRADE
OINTS'FILLER
THIS PROJECT IS LOCATED IN ALBEMARLE COUNTY, ALL STORM SEWER SHALL
4" GRANULAR FILL
HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL.
�` •
0.5" THICK PREFORMED
/.
B. BACKFILL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED
GENERALLY
°' JOINT FILLER PAVEMENT
MARKING
DETA• I�
IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS.
AND THE FOLLOWING CRITERIA:
SIDEWALK DETAIL
NO SCALE
1) NO TRENCH SHALL BE BACKFILLED UNTIL AUTHORIZED BY THE INSPECTOR
NO SCALE
OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR
BACKFlLL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE
SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS, STONES,
AND DEBRIS. IT SHALL BE THROUGHLY AND CAREFULLY COMPACTED TO
INSURE A SOUND BACKFILL AROUND AND OVER TL IV P
IPE.
2) BACKFlLL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT
THE DEPTH OF THE TRENCH TO OBTAIN 95% DENSITY AT OPTIMUM PLACE s' Gu v ' WITNESS " POST PAINTED
MOISTURE + -2%. THIS IS TO INSURE A SUITABLE SUBBASE o BLUE �TO INDICt1TE VALVE LOCATION As
ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS. ; 11, HIGHWAY AOEPARTMENTp q� SU9JfCT
3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED
GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH IS NOT FINISHED GRADE
SUITABLE FOR BACKFlLL, IT SHALL BE REMOVED AND ACCEPTABLE
MATERIAL USED FOR BACKFIWNG SHALL BE OBTAINED.
C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES BELOW THE °
1Y 9040' 0JUSTAPLE VALVE BOX W/ LID
BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED N I elNCtH . M da' TAYLOR FIG. 140. 4905
AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT PB -1 PIPE x L (SOREW TYPE) OR'APPROVED EQUAL
INSTALLATION REQUIREMENTS. TRENCHES SHALL NOT BE CUT OVER 16 INCHES
WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE z N
FOUNDATION MATERIAL IS ENCOUNTERED
8. BASE AND PAVEMENT ITEMS P3
A. SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS, AND
OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPLIED. - - --
B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS M.d GATE VALVE
AND SHALL BE APPLIED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPECI-
FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT'
OR APPLICABLE GOVERNMENTAL AGENCY OFFICIALS PRIOR TO EMPLACEMENT.
C. PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND WATER ::LINE
APRIL 1 WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY �+ .
OFFICIALS AND THE OWNER.
D. WHEN USING PUG MILLED AGGREGATE BASE MATERIAL WHICH IS TESTED COoo f'. S.I.
CONCRETE AF a 2'x 2` BEARING AREA.
BY 'VDOT' OFFICIALS AT THE PLANT, THE TEST WILL BE GOOD FOR 90 DAYS THRUST BLOCK d
a
ONLY. ADDITIONAL "IN PLACE" TEST SHALL BE MADE AFTER 90 DAYS. o d o
E. WHEN LOCAL BASE MATERIAL (TYPE II) IS PROPOSED FOR ROAD BASE, IT a °
SHALL BE TESTED AND APPROVED BY '/DOT' OFFICIALS PRIOR TO BEING
USED. OWNER AND ANY AFFECTED GOVERNMENTAL OFFICIALS SHALL ALSO
CHECK AND APPROVED LOCAL BASE MATERIALS FOR DEPTH, COMPACTION, NOTE : IN REIJOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
AND CONSISTENCY ONCE IT HAS BEEN PLACED IN ROADWAYS.
9. ALL ENTRANCE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BY THE TYPICAL GATE VALVE
CONTRACTOR AT HIS EXPENSE PRIOR TO CONSTRUCTION. ALL OTHER PERMITS NTS
NECESSARY TO UNDERTAKE THIS PROJECT MUST BE OBTAINED BY THE FIG• W -s
CONTRACTOR PRIOR TO CONSTRUCTION (AT THE CONTRACTORS EXPENSE).
NOTE: HYDRANT MUST BE
KENNEDY GUARDIAN (K -StA) EQUIPPED WITH CHARLOTTES -
MUELLER CENTURION ( ;-423) VILLE THREADS WHICH IS
QOR APPROVED EQUAL THE LOCAL•STANDARO.
LENGTH OF BRANCH VARIES
6' MIN 2' TO 10•
(270)
7 CU. F.T. 1g• ALVE BO
GRAVEL
L�
36'NIN 6" GATE
4 , •, VALVE
•• , ., . B' x s•
TEE
2500 P.S.I. CONCRETE +' 4
BASE AND THRUST +'� a ;. !•yam, �.� •
BLOCK AGAINST ' ' �,� ,�•'
UNDISTURBED STABLE
SOIL STEEL PILE
3/4' THREADED RODS TO
WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2 -3/4' OR ASPHALT COATED
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE :
1. SURROUND WEEP HOLES VATH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
S. Fire hydrants shall be installed at locations where
weep holes are above the prevailing groundwater elevation.
If required to be in wet areas. the weep holes shall be
plugged and the hydrant shall be pumped dry.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N. T.S.
Effective August 18, 2005 FIG. W -4
MAXIMUM FINE
$500
N -41
1214 X 6"
HANDICAPPED SPACES SHALL BE
IDENTIFIED BY ABOVE GRADE SIGNS AS
RESERVED FOR PHYSICALLY
HANDICAPPED PERSONS. THE LOWER
EDGE OF SIGNS SHALL BE AT LEAST
FOUR (4) FEET ABOVE- GRADE, BUT
NO HIGHER THAN SEVEN (7) FEET
ABOVE- GRADE. Elio
(USE "VAN" ACCESSIBLE SIGN WHERE
DESIGNATED ON PLANS)
r
RESERVED
PARKING zz
V�
R7 -8
12"x 18"
TOW - AWAY
ZONE
R7 -201
12" x 6"
PRECAST CONC.
NEW BITUM. CONC. CURB STOP
PAVEMENT 7,5"
18', #8
ANCHOR BARS
11 ' I 2.5' I 2.5' 1 I j
CONCRETE CURB STOP DETAIL
NO SCALE
FIRE LANE LOCATIONS SHALL BE CLEARLY INDICATED ON
THE SUBMITTED SITE PLAN. YELLOW CURB MARKING AND
APPROVED SIGNS, POSTED AT 75' TO 100' INTERVALS
ARE THE STANDARD MEANS BY WHICH TO DELINEATE
FIRE LANES.
NO
PARKING
FIRE
LANE N
REFER TO THE VIRGINIA MANUAL TOWING
OF UNIFORM TRAFFIC CONTROL ENFORCED
DEVICES FOR STREETS AND
HIGHWAYS
SIGN COLORS:
RED LETTERS & BORDER
ON A WHITE REFLECTORIZED
BACKGROUND
LETTERS: f
TWO (2) INCH "C" YELLOW CURB MARKING
SERIES
FIRE LANE DESIGNATION DETAILS
NO SCALE
z °"
L
s - r 4W
1 1
e o PLUG I
• • t J
1 2 I
\ 1 1
Y
FOR ALL BENDS FOR TEE OR WYE TTIN+2S
• WIDEN TRENCH TO
- - - - - ACCOWODATE
ANCHOR IF
REQUIRED.
BEDDING AS
REQUIREO
1
PLUG
N
r
SECTION 1 -1 SECTION 2 -2
I. THRUST BLOCKS ARE REQUIRED "4ENEVER INC PIPELINE : CHANGES DIRECTION, CHANGM
SIZE, DEAD ENDS AND AT VALVES.
2- USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE ItESPONSNBt£ 7n 7>♦E 4ERNFY THE TYPE & SIZE OF
All THRUST BLOCKS
CONCRETE THRUST BLOCKS
NTS
FIG. W -3
I Pu�E DEGREE KENO DIMEN9GN5 VOL„ TEE AND PLUGS VOL.
SI :� BEND FEEL) CX7.Y0. CU.YD.
L H T L H T
90 2.50 2.50 1O1 0.24
4' do 4' 45 2.00 225 2.80 0.1b 2,OD 2.25 2.50 0.16
221/2 1.80 200 2.52 0.10
1t t,r+ I t.sa 200 2.90 a1D
9D 3.88 3.18 3.21 0.b -!
11• +5 2,66 2.86 2.77 0.
'• a ° e a • � � HOLES IN CONC.
FOR CANE LATCH RODS
q •4 '.'a o 8'`0" HIGH HEAVY DUTY CHAIN LINK
• e '• � 4 • e - GATE WITH PRIVACY SLATS. PROVIDE
HOLES IN CONC. FOR CANE LATCH
RODS FOR DOORS IN OPEN POSITION
� DUMPSTER ENCLOSURE PLAN
SCALE: 1 4"' = 1' -0
A -1
= 1 -0
' GATE FRAME TO MATCH E.I.F.
AL COPING BRICK
BRICK TO MATCH BUILDING
c 6 PVC GATE FACE W/ 1/4"
ED TO MATCH E.I.F.S. COLOR
SIDES &REAR
2 DUMPSTER ENCLOSURE ELEVATION
A -1 SCALE: 1/4"
PER
Top Mew
I
28
221/2
1.88
218
2.88
0.13
3.18
2.91
2.88
0.32
It 1/4
i.88
216
2.87
0.13
90
4.83
3.83
142
0.83
t0' 8 12"
45
133
3.98
2.OS
0.4J
3,83
4.00
2Ai
0.52
22 1 /2
2.33
x.88
2.88
ax4
I _
11 i/+
1.83
2,J3
284
o.ta
'• a ° e a • � � HOLES IN CONC.
FOR CANE LATCH RODS
q •4 '.'a o 8'`0" HIGH HEAVY DUTY CHAIN LINK
• e '• � 4 • e - GATE WITH PRIVACY SLATS. PROVIDE
HOLES IN CONC. FOR CANE LATCH
RODS FOR DOORS IN OPEN POSITION
� DUMPSTER ENCLOSURE PLAN
SCALE: 1 4"' = 1' -0
A -1
= 1 -0
' GATE FRAME TO MATCH E.I.F.
AL COPING BRICK
BRICK TO MATCH BUILDING
c 6 PVC GATE FACE W/ 1/4"
ED TO MATCH E.I.F.S. COLOR
SIDES &REAR
2 DUMPSTER ENCLOSURE ELEVATION
A -1 SCALE: 1/4"
PER
Top Mew
fs
oro of nu
FRONT
RAMP DOWN PLAN RAMP DOWN -
CROSS SECTION FR
- _ FOR BENDa 8' do SMALL
SAPPED ACCESS (HP CURB CUT)
NO SCALE
NOTE. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN MAXIMUM 2% GRADE
IN ANY DIRECTION IN PARKING AREA. ALSO THE MAXIMUM ALLOWABLE CROSS SLOPE
OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 2%.
noun
ROMPENE
WMEMrwEMta IM
6" MINIMUM 4' TriIPllMliiJ
tr
A 4" MINfA1LIN
4• 4,0
9
USE STRAP QV 7H
ANCHOR BOLT ON CENTER LINE
OF BEND.
-FOR BOOS 10' THROUGH 12'
USE 2 STRAPS ON SENDS
ADJACENT TO BELLS.
- FOR
45'
so0 , or as approved by the
Service Authority.
TYPICAL THRUST BLOCK IN FILL AREA _
NTS
00 0
0.
FIG. W3 -13 -
ER
OR MONOLITHIC
POUR SIDEWALK
/ CURD U �J
HP CUR CUT
• • , • • � ' • •. • .� .Q - : •...: '��CQNCRf4TE' SPLIEWAL •
• PLAN -__ -- - _.._- ._._.._.._ �_
PLAN
HAN01,
18' BEND USE 3 STRAPS
AS SHOWN.
ELEVATION
.iNT All EXPOSED STEEL WITH 2 COATS OF BI
c�•
I
oro of nu
FRONT
RAMP DOWN PLAN RAMP DOWN -
CROSS SECTION FR
- _ FOR BENDa 8' do SMALL
SAPPED ACCESS (HP CURB CUT)
NO SCALE
NOTE. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN MAXIMUM 2% GRADE
IN ANY DIRECTION IN PARKING AREA. ALSO THE MAXIMUM ALLOWABLE CROSS SLOPE
OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 2%.
noun
ROMPENE
WMEMrwEMta IM
6" MINIMUM 4' TriIPllMliiJ
tr
A 4" MINfA1LIN
4• 4,0
9
USE STRAP QV 7H
ANCHOR BOLT ON CENTER LINE
OF BEND.
-FOR BOOS 10' THROUGH 12'
USE 2 STRAPS ON SENDS
ADJACENT TO BELLS.
- FOR
45'
so0 , or as approved by the
Service Authority.
TYPICAL THRUST BLOCK IN FILL AREA _
NTS
00 0
0.
FIG. W3 -13 -
ER
OR MONOLITHIC
POUR SIDEWALK
/ CURD U �J
HP CUR CUT
• • , • • � ' • •. • .� .Q - : •...: '��CQNCRf4TE' SPLIEWAL •
• PLAN -__ -- - _.._- ._._.._.._ �_
PLAN
HAN01,
18' BEND USE 3 STRAPS
AS SHOWN.
ELEVATION
.iNT All EXPOSED STEEL WITH 2 COATS OF BI
c�•
I
CHART FOR UPPER
Vc"RTICAL BLOCKING
I\
r
TUMINOUS PAINT.
- - - I Side View
- 3' Minimum
.... Grtirtootlon of IiiJG , °1 'I c .,-,•
eoa+oo•ilon n,wlreQ e ;
G'
Golvanizsd Stool Bcorrl,
W12 x 14 (m1n, sizes) .a
3' min. penetration into undisturbed
3" THREAD
a
LTAE
a
R DS CONCRETI:
SECTION
W21L
i
NOTE: SEE ARCHITECTURAL
PLANS FOR FI
NAL DETAILS
BOLTS TOD FACE CENTER OF BLc.CKS (,r'.oH
CONCRETE BLOC. KING FOR
UPPER VERTICAL BENDS
N.T.S.
i2 12
FIG,
W-3A
W W
V U
z z
U V
0. W W
a d
N N_
W
Z
- o
� O
0 c 1
cn •- o
I 1 I I
O � O
Z � W W
?S?
Cl-
8' CMU, GROUT SOLID
BELOW FIN. RR.
GROUT AIRSPACE soup CO
W � (n
DUMPSTER ENCLOSURE WALL SECTION Q �
'U� cn � U Z
N C/�
J_
W Q
Z W a W
Z
z > �S
i�
W : w
~ Z
W w
O m
Q �
U � Q Z
W
L0 00
Q
r. O
1
� � W Y O
Q z z: Q
I� W U U 0
Q Jr
O
4 N
�NcNy'
Q � w
w � ao •J
� M
O
QOcy
Cl)Vo W
Wes°,..°
N
c
JCD
a
5
o
c.
ill
0
U
w
Q Jr
O
4 N
�NcNy'
Q � w
w � ao •J
� M
O
QOcy
Cl)Vo W
Wes°,..°
N
c
JCD
a
5
o
c.
ill
0
U
w
NOTES 1. NO DETERMINATION WAS MADE TO THE LOCATION OR EXISTANCE OF UNDERGROUND UTILITIES, OTHER THAN THOSE SHOWN.
CONTRACTOR SHALL CONTACT MISS UTILITY AND FOLLOW MISS UTILITY GUIDELINES PRIOR TO ANY GROUND DISTURBING ACTIVITIES. ~ {
BOUNDARY AND TOPOGRAPHY AND BENCHMARKS
2. LOT B IS SUBJECT TO THE FOLLOWING:
A. DEVELOPMENT AGREEMENTS EWER. 3667 -696 & D.B. 3167 -685). :s '' �� �i�� PROVIDED BY ROGER W. RAY 8c ASSOC. INC. 0 0
`.. 1717 -1 B ALLIED STREET v
B. DECLARATION (D.B. 3085 -361). A. CHARLOTTESVILLE, VIRGINIA 22903
rs
` =* ` NO TITLE REPORT FURNISHED. THIS PROPERTY SUBJECT TO ANY ADDITIONAL CONDITIONS, U� LAND SURVEYORS LAND PLANNERS > >
}. UTILITIES, EASEMENTS, AND /OR COVENANTS THAT MAY EXIST. ���� 434 - 293 -3195 ° 0
BOUNDARY DATA WAS TAKEN FROM PLAT RECORDED IN D.B. 2916 -26 THRU 29 AND D.B. 3667 -688 THRU 691. ,� E 0 D. DATE APRIL 21, 2009 w
E 0 D. a
SPRY 6'1 ;,•', ' �' I d
ELEVATIONS ARE BASED ON TOP OF SANITARY MANHOLE WITH ELEVATION OF 545.15 ACCORDING TO PLANS PROVIDr_u P,,S��y '
'
VA DTH / w o�� :, = , VA DTH f I o 0
r ' 1N > > .
Lj (1) t: o LL. 0
-
----------------
- - - -- -- - - % -- :t - -- \� f'• -- -------- - - - - -- - - - -- - �I \� - N S�
c) O O
4 Lai
Ilk. - -- -- - ,� ;• ; �T1VATF. .�TRF.�' i4;, q� � -= - = = =- _ ` •- o cv a7
i i � \ \�;, '� 11111111 +a - - - - - -- ,4 , � ...,• .
F-
D.
� W D.I. D.I. TOP 569.5! F- -
O
TOP 567.83
LL_ Q SIN
20' SANITARY \ \ ` I I $ a _ U) (n
SEWER EASEMENT ` ' �� '� ' -SANITAFlY MH - - -- ,�'`.�� � \ ' O' U �
° I SEWER. 2936 -22) \ \�" \ \ ' s I _ TOP-568.50
_ ,'`
I I \ TNT 32 - 41 D ' ` I _ --- - ----- -- --- ' --~ '
TMP 32 - 41D6 s ' INV
RIVE LANE `•� _ \ ' POST OFFICE LAND TRUST
I I I I CONSTRUCTION AND LOT C \ \ \ DB 2672 -727
CROSS- ACCESS BLOCK C1
1 - I DRAINAG
EASEMENT DB 2125 -:333
H,LLC EASEMENT `\ ',k. \�{
OLLYMEAD CORNER
I , ( (D.B. 2678 -425)
• I DB 3098 -164 (D. B. 29i6 -22) \ DB 1661 -116
APPROXIMATE LOCATION DB 1659- 183 �. ' I \\ a ---- ---------- - - - - -- 560 ------------
_
OF 15' GAS LINE EASEMENT •� \ . :�L ZONED: PD -MC , '...
(D.B. 2908 -137) 30' ACCESS EASEME T \ �) I ' \ - \
� ° I �\ + �� ^- ��•\`- �. •'•.. � � ,. ANITARY MH
I 20' SANITARY . {- - ry
I (D. B. 2916 -22) , i t ��`` Qrr ��� f,.� --- - - --- 4V OUT .73
I SEWER EASEMENT `t - - I �` -"''-" INV OUT-545.77
• 'I ,., • - -_ i SANITARY MH � �. W
1 , cW.B. 2sis -22)
' r,;, • i J6B'^��+ �- ----_- TOP =549 35 i' ` re '
Ii I j II I '. i CL INV =544. 13 _ r\ `,i Z 0
- - - - -- -- ' - Z w a
I , 111 N50'13'16'E
I ; 1 327.44
OF
I I I A - -'�. - / �, \ • S1 I I �j ToP --- --- / !1 z O
- -- •---- - - - - -- N `�o �, W ,!• aid :, V I
• I , I \ C2T ~ \ �\ �� �* TMP 32 - 41D1 r `} i SANITARY M TAIV �g� 33- Toe OF aP� -?� �_ '� `\' I= O
I It 0' UTILITY EASEMENT
_ >v o 1, \ TIKI, LLC f I I I P =553.8 INV INS ._ ----- v.-ei PVC sN+ - _-' � _ � ^ \ `4'e ' : � Z ! r�
I I (D.B. 2678 405) \ \ .248 -13 '�; e i I 44a •� N ' =€- -- •,� C _ •+ ;_A '> e., \ \ V
I , \\ , DB 3 9 I I _�--r' r PAVED y
ZONED: C1 O.I. I `° 1 `��,� INV IN= -- - - - -- - -- - _ a _ 0 -
' t\ \ TOP - 549.41 1° t I °` i 327.44 _ - - _ -- - + -- -_ '
SE: VACANT INV IN- 544. 93 -► 1 °o rn 541 - 0
20' DRAINAGE -- I 1 541.65 - _ --.�' _ ,+ti i'
1 I i 1 I I INY OUT _ Qt �'r'D - --�9a� -- 'e i \ ::': Q
EASEMENT II ' I 69.00' I 1 3 , 1 1- INV OUT - 545.0! p 1 I - . -� �f��`'j •� - ---- ¢cam LJ.I W _
(D. B. 2678 -389) ° , ` - -1 �______: 3_____•r_- B .4►s < J X
• I i 20' SANITARY TNT 32 - 41D5 +/ \ 1 1 ' +. I I + �i'� s� r o � - C',_ ��
BUILDING I t I SEWER EASEMENT ��� , I , ~~ +�, /"- 0� __.a __.___ _-.-j
RESTRICTION AREA I ° ; (D.B. 2915 -22) LOT B / 1 1 . ( i •\ e �� - -- - - - - -- ..6p51 _ �►� ,spew
(DEB. 2678 -425) ' RIVE LANE BLOCK C 1 + ` I l _ - - --
• CONSTRUCTION AND HOLLYMEAD CORNER,LLC \+ I , �' i ' "� a i 0 -•'- -. •' �� t.J �
�... = Q
I CROSS- ACCESS DB 3098 -164 \ \ t ` , 1 ► , ' ' �� .' % + 'r= / --'e� - �• - Q
k I , •. I � 1 I �, � O dQi a c•� � ��! - _ - •r'. \
l I ° EASEMENT 1 t' �F 1 i - q� o ^ + ! e �iT ru
TNT 32 - 43B I _ ___-
TARGET ' (DEB B. 2678 -425) \ ' \ _ _
,: 1 - - - = -- a /� �I rs L,J
CORPORATION �' I I E I I I _''' °.. ; I I m 1� 1 5'E `.\ :\ -- -_� Q
DB 2896 -171 I - ' `� ° I ' 1 '" ' I I i i `,`� --------------- - - - - -- w I i �/ ` ---�. �� \ `� \ \ ��'•r 0
\,
ZONED: PD -MC � x \ x .f I I I I e ro I 1 � ` +- �
USE: RETAIL I \ I i P 32 - 41 DS
I ut I
\ 0' DRAINAGE EASEME x :, I aR� I i I 1 w , m I _ LOT B ' t ( ' � - ,1
\
(D.B. 2678 -389) I �, I ' BLOCK C1
APPROXIMATE � \ . \ . x ( I I 4: I , HOLLYMEAD CORN R,LL , ; �� �� ' `� Y ' i' �� 00
I .�\ \\
LOCATION \ ` :, , b * , , DB 3098 -1 I \ �` l 1
° .�.. 219.41' ` I 1 I z• B I I I + + o Y 1 1 / \`\'�,,\
ti b I TMP 32 - 41A A I I S ARY M g?o . 1 �..`'--: \� �� ++ ' (� �%
OF EASEMENT TO I I I I I m I { `r �\
a ELECTRIC AND I �\ , C.W. HURT 1 ::a �y I I + i TIKI, LLC e. I I TOPR545.15 I S , \ ` `� `\\ `� ': ' W CD
POWER COMPANY �" I r l 3 S �� '`. z
I I \ BASIN #1 I DB 2483 -139 I I CL INV 536. x I \ ` ` 00
EWER. 2687 -325) ! \ . ��/ .._ TMP 32 -41D3 x I I bl I ; I ZONED: C1 I ' , �., �� `� + I Z
z I I Q
NV OUT - 536.51 ' �• I
X . �� - 1 I S,, i 1 �,i �. ` , I ' f. I I��I W ��• 1.1�
m a \ .x, / OPEN SPACE I , I USE: RETAIL , I m I TOP 45.32 rN 4► = 1 11 �� \ �� ' _i., = t I m
ti ENTRANCE AREA `�. I POND x I I o, , - S `�/ '� \ \ -TI _ ` Q z = Q O
° CONSTRUCTION AND SUt;FACE
1 I IN 539.2 --r+ ' {
ELEV I I , I ; i kg '' i NV -53 11 o& + @ i #�.�� \ ` \�� x 8 . , W
D CROSS- ACCESS x� 621' i x ;' , I I � \ , \
H d I H EASEMENT TMP 32 - 41 D6 Iii ( , + • --r ' ' I In �' �\ , ` �\ fn t I dNl �►
° .
AP XIMATE LOCATION �1 I (D. B. 2678 -425) LOT A Y��I / 1 `' `*6r QO�S{ �; \ ! x+ ` i 1; '' ��x J�Q`�
D I } Y/
F 15 GAS LINE EA ENT I BLOCK C1 1
(D.B. 26 -325) , „ BEF REIT INC. 1
DB 3165- 197'•m".
4
>z �I I DB 3098 -164 i �' it �' �' (4 \ \ + 1 I I 1 + 1 D I b
° I I e i, L' t m • is 21 .41' S t t' 1 ti 1 I (7 ' 3 I I I y
I, U, BENCHMARK : t II .. . ■ ■ ■ . �B 1 . L n
1 IRON C. CAP SET I 3�TT = I N 50.1 '16' 52 91' ' ' �` x I m I I
ELEVATION -637. \ \`•� .aP I i C.Vu HURT 1 b b I I J
CA
APPROXIMATE LOCATION OF EASEMENT TO "O
~� ...- ... + o BASIN #1 ,.
t tt' I .` f
L \� VIRGINIA ELECTRIC AND POWER COMPANY , + ,� m z m ' ST RM MH \ �'°b TMP 32 -41D3 O�I
(D. B. 2687 -325) / I
x f'1 A� �; B+ =540.51 ti f'eo I. '
MINI= I , O
x x x x x x �? . �r rn ,i• I N- 534.70 '•� \ ' -• ar y lyi • ^ / A t .: I �
. , oT / X. e+, / OPEN SF ACE ,' ;' I C7
INV OUT - 531.33 / � / s POND II � t f"� � i,.' f O
UGE UGE 1u -1 '�+ / # SURFACE
- - - -- -__ - -- 3 n 3�n 39(1 3Un 39n UGE UGE ® x m /
Q o I g a / ELEV
�o �, , 521
vj
• x i / S
Ark
I t M
ute
ol
- -- --- c
I
1 e l� �_ {�_ 1 +'
1 I
j � �I�I a;f!
Ej
�� I �► '� -$ BENCHMARK /
m IRON 6 CAP SgT L� �\ TOP-525.94
6 M
,� 40.• DRAINAGE STRUCTURE � •� �� /
ELEVATION,- '537. I l - I
INV IN -520.0 !�' I
- - - - -- .-► --► ~°'" --ice. , SANITARY MH r'-"`� � �\\. TNV OUT-518.0 / I ..- ,• � � �
•-•► __ _ - - -- 'r-:_ I • / _ ELEV OF SIDE INLET-523.9 i
i'6P 596. 16 i � _ /
- - - --- I L- J INV ,INaA27.21, -'� O _J O
-- - -_ I INV OUT -527. 4 + �
- - '^
-- ` � - ---- -- -�" J� I x --'rx w- / �6 vJ U
STdtll w Dzx - _ Q
F
TNT 46B4 -1D TMP 46 B4 -1D1 TMP 46 B4 -A2 ( C "' _ E \' �; ",E: UCE - - UGE U�� W
-- •--�/o ---��o ---��a - .- •-•��a -- .--��o �o •---•� o _ _ I -�- - - - - - - 3 n n 3]n 3 30� UGE
A6. T ERWOBD BL
CURVE TABLE
CURVE
RADIUS
TANGENT
LENGTH
DELTA
CHORD
CHORD BEAR.
C3
509.00'
0.06'
0.11'
0 °00'46"
0.11'
N 63054'2_5"_#
C24
115.00'
19.93'
39.47'
19 03955"
39.28'
N 29 °56'46" W
C25
17.00'
9,06'
16.65'
56 °06'04"
15.99'
N 11043'42" W
C26
123.00'
29.24'
57.41'
26 °44'40"
56.89'
N 02 057'00" 'E
C27
160.00'
30.62'
60.51'
21.40'11 "
60.15'
39023'10" E
5z5 F. N. OF ACCES 0 U-N. E jF J
_TT_e� 0
'4/
- - - ---------------------------- - - - - -, - _ - - -- _ - - a
VaxiAe D ftL 8 6 zo G 9 s O �
4
50 0 40 100 � - - - - - - - 40 U 40 � 8(,
PARCEL MAP __ _ _-
0)
EXISTING CONDITION PLAN
SCALE IN FEET SCALE IN FEET
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL PRACTICES 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.
ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND
ONE WEEK PRIOR TO THE FINAL INSPECTION.
ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE
FIRST STEP IN CLEARING.
ES -4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED
ON SITE AT ALL TIMES.
ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE
CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER
FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN
APPROVING AUTHORITY.
ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING
DEVICE.
ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER
EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN
THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
SiLT FENCE NOTES
Silt fence and filter fabric must be entrenched.
Post for silt fences shall be either 2.5 x 2 inch diameter wood or 1.25 pounds
per linear foot steel with a minimum length of 5 feet. Steel post shall have
projections for fastening wire to them.
Wire fence reinforcement for silt fences using standard strength filter cloth
shall be a minimum of 42 inches in height, a minimum of 14 gauge and shall
have a maximum mesh spacing of 6 inches.
Post shall be spaced a maximum of 10 feet apart at the barrier location and
driven securely into the ground (min. of 12 inches) when extra strength fabric
Is used. Without the wire support fence, post shall not exceed 6 feet.
When extra strength filter fabric and closer post spacing are used, the wire
mesh support fence may be eliminated. In such a case, the filter fabric is
stapled or wired directly to the post.
Sediment must be removed when deposits reach approximately one -half the height
of the barrier.
Any sediment deposits remaining in place after the silt fence or filter
barrier is no longer required shall be dressed to conform with the existing
grade, prepared and seeded.
Under no circumstances should silt fence be constructed in live steams.
Silt fence shall be removed upon completion of the project.
E & S UTILITY NOTES
All excavated material Is to be place on the uphill side of trench.
All storm and sanitary sewer lines not in streets are to be mulched and seeded
within 7 days after backfill, no more than 500 feet are to be open at one
time.
Construction access roads shall be located on the uphill side of the trench or
over the trench whenever possible.
All construction discharge water shall be adequately filtered to remove silt
prior to discharge into waterways and wetlands.
All streams crossing and stream diversions require environmental approval
prior to any instream construction (see IN- STREAM NOTES).
SEEDING NOTES
All stabilization /seeding will be accomplished in accordance with the Virginia
Erosion and Sedimentation Control Handbook.
Any disturbed area not paved, sodded, or built upon, will have a minimum of
80% vegetative cover prior to final inspection, and in the opinion of the
Environmental Engineer will be mature enough to control soil erosion
satisfactorily and survive severe weather conditions.
Stream diversion areas, waterways, banks and related areas will be seeded and
mulched immediately after work in watercourse is completed.
In no case shall wetland areas be reseeded with any species of fescue.
Winterization - any disturbed area not paved, sodded or built upon by October
15 is to be seeded and mulched on that date unless waived by the Environmental
Temporary seeding will be applied within 7 days to denuded areas which may not
be at final grade but will remain dormant (undisturbed) for longer than 30
days. For temporary seeding use 50% of the recommended rates of fertilizer,
lime and full amount of seed and mulch required for regular seeding.
Electric power, telephone, and gas supply trenches are to be compacted, seeded
and mulched within 7 days after backfill.
All temporary earth berms, diversions, and silt dams are to be mulched and
seeded for vegetative cover immediately after grading. Straw or hay mulch is
required. The some applies to all stockpiles, on site as well as soil
(intentionally) transported from the project site.
LIME AND FERTILIZER
Lime and fertilizer needs should be determined by soil tests. Soil tests may be performed by
the Cooperative Extension Service Soil Testing Laboratory at VPI &SU, or by a reputable
commercial laboratory. Information concerning the State Soil Testing Laboratory is available
from county extension 'agents.
Under unusual conditions where it is not possible to obtain a soil test, the following soil
amendents will be applied:
2
Lime
Piedmont and Appalachian Region: 2 tons /acre pulverized agricultural grade
limestone (90 lbs. /1000 ft. ).
Note: An agricultural grade of limestone should always be used.
Fertilizes 2
Mixed grosses and legumes: 1000 lbs. /acre 10 -20 -10 or equivalent
nutrients (23 lbs. /1000 ft. ). 2
Legume stands only: 1000 lbs. /acre 5 -20 -10 (23 lbs. /1000 ft. ) is
preferred; however, 1000 lbs. /acre of 10 -20 -10 or
equivalent may be used.
Grass stands only: 1000 lbs. /acre 10 -20 -10 or equivalent nutrients, (23
lbs. /1000 ft. ).
Other fertilizer formulations, including slovk- release sources of nitrogen (preferred from a
water quality standpoint), may be used provided they can supply the some amounts and
proportions of plant nutrients.
Incorporation - Lime and fertilizer shall be incorporated into the top 4 -6 inches of the soil by
discing or other means whenever possible. For erosion control, when applying lime and
fertilizer with a hydroseeder, apply to a rough, loose surface.
EROSION CONTROL MEASURES
$ 1500 /EA= $
GENERAL DESCRIPTIONS
@
TEMPORARY STONE CONSTRUCTION_ ENTRANCE: A stone pad, located at points of vehicular
4 /LF= $
Ingress and egress on a construction site, to reduce the soil transported onto public
@
roads and other paved areas.
50 /EA= $
SILT FENCE: A temporary sediment barrier constructed of posts, filter fabric and, in
@
some cases, a wire support fence, placed across or at the toe of a slope or In a
50 /EA= $
minor drainage way to intercept and detain sediment and decrease flow velocities from
-
drainage areas of limited size; applicable where sheet and rill erosion or small
$ 6760
concentrated flows may be a problem. Maximum effective life of 6 months.
1
STORM DRAIN INLET PROTECTION: The installation of various kinds of sedliment trapping
1190 LF
measures around drop inlets or curb inlet structures prior to permanent stabilization of
CRITICAL. EROS! H_ CONTROL AREAS:
the disturbed area; limited to drainage areas not exceeding one acre, and not intended
6 EA
to control large, concentrated stormwater flows.
AND THE PAVED CONSTRUCTION ENTRANCE.
CULVERT INLET PROTECTION: A sediment filter located at the inlet to storm sewer
4 EA
culverts which prevents sediment from entering, accumulating in and being transferred
DUST CONTROL:
by the culvert. it also provides erosion control at culverts during the phase of a
IF DUST BECOMES A PROBLEM DURING CONSTRUCTION, A WATER TRUCK WILL
project where elevations and drainage patterns are changing, causing original control
BE REQUIRED ON -SITE AT ALL TIMES, AND DUST MUST BE CONTROLLED IN
measures to be ineffective.
ACCORDANCE WITH STD. & SPEC. DUST CONTROL, IN THE LATEST VERSION
TEMPORARY DIVERSION DIKE: A ridge of compacted soil constructed at the top or base
OF THE VA EROSION AND SEDIMENT CONTROL HANDBOOK.
of a sloping disturbed area which diverts off -site runoff away from unprotected slopes
ADJACENT ARIA;,
THE PROJECT IS A PART OF A MASTERPLAN OF MIXED USE DEVELOPMENT
and to a stabilized outlet, or to divert sediment -laden runoff to a sedimlent trapping
DUST CONTROL_
structure. Maximum effective life is 18 months.
WHICH IS BOUNDED BY TARGET PROPERTY ON WEST, VACANT ON NORTH &
STD. & SPEC. 3.05 -2
EROSION CONTROL QUANTITIES
(FOR COUNTY BOND PURPOSES ONLY)
TEMP. CONSTR. ENTRANCE
SILT FENCE
INLET PROTECTION 1
INLET PROTECTION 1&2
TOTAL ESTIMATE
ESTIMATED E.C. BOND AMOUNT
@
$ 1500 /EA= $
1500
@
$
4 /LF= $
4760
@
$
50 /EA= $
300
@
$
50 /EA= $
200
-
embankment with a stone outlet across a drainage swale, to detain sediment -laden
$ 6760
runoff from small disturbed areas for enough time to allow most of the suspended
_
solids to softie out. Maximum' effective life is 18 months.
$ 7000
will be seeded and mulched immediately following installation.
TEMPORARY FILL DIVERSION: A channel with a supporting ridge on the lower side,
EROSION CONTROL NARRATIVE
constructed along the top of an active earth fill constructed in order to divert runoff
PROJECT DESCEIPTION:
away from the unprotected fill slope to a stabilized outlet or sediment trapping
THIS PROJECT CONSISTS OF A 3 STORY HOTEL BUILDING WITH 87 PARKING
structure; applicable where the area at the top of the fill drains toward the exposed
DRAINED SOILS. IT IS ON BROAD TO NARROW CONVEX RIDGETOPS THAT
slope and continuous fill operations make the use of a TEMPORARY DIVERSION DIKE
STALLS AND !1N ACCESS DRIVE FROM ROUTE 29 SEMINOLE TRAIL AS WELL
( )
infeasible; maximum effective life is one week.
AS FROM TIM13ERWOOD BOULEVARD. APPROXIMATELY 3.31 AC. OF THE 1.97
MANAGEMENT STRATEGIES
AC. PROJECT AREA WILL BE DISTURBED DURING CONSTRUCTION. THE
TEMPORARY SEDIMENT TRAP: A small ponding area, formed by constructing an earthen
PROJECT IS LOCATED WEST OF THE INTERSECTION OF ROUTE 29 (SEMINOLE
embankment with a stone outlet across a drainage swale, to detain sediment -laden
TRAIL AND AIRPORT ROAD.
)
runoff from small disturbed areas for enough time to allow most of the suspended
CRITICAL AREA
solids to softie out. Maximum' effective life is 18 months.
CRITICAL AREAS OF EROSION AND SEDIMENT CONTROL WILL BE THE SILT FENCING,
will be seeded and mulched immediately following installation.
CRITICAL. EROS! H_ CONTROL AREAS:
OUTLET PROTECTION: The installation of riprap channel sections and /or stilling basins
THE FIRST MEASURE OF EROSION CONTROL WILL BE THE INLET PROTECTION
below storm drain outlets to reduce erosion and under - cutting from scouring at outlets
AND THE PAVED CONSTRUCTION ENTRANCE.
and to reduce flow velocities before stormwater enters receiving channels below these
CONTRACTOR MUST ALSO MONITOR CONSTRUCTION TRAFFIC ON EXISTING ROAD
outlets.
DUST CONTROL:
MAINTENANCE
IF DUST BECOMES A PROBLEM DURING CONSTRUCTION, A WATER TRUCK WILL
RIPRAP: A permanent, erosion - resistant ground cover of large, loose, angular stone
BE REQUIRED ON -SITE AT ALL TIMES, AND DUST MUST BE CONTROLLED IN
Installed wherever soil conditions, water turbulence and velocity, expected vegetative
ACCORDANCE WITH STD. & SPEC. DUST CONTROL, IN THE LATEST VERSION
cover, etc., are such that soil I may erode under design flow conditions.
OF THE VA EROSION AND SEDIMENT CONTROL HANDBOOK.
ROCK CHECK DAMS: Small, temporary stone dams constructed across a drainage ditch
ADJACENT ARIA;,
THE PROJECT IS A PART OF A MASTERPLAN OF MIXED USE DEVELOPMENT
to reduce the velocity of concentrated flows, reducing erosion of the swale or ditch.
DUST CONTROL_
Limited to use in small open channels which drain 10 acres or less; should not be
WHICH IS BOUNDED BY TARGET PROPERTY ON WEST, VACANT ON NORTH &
used in live streams.
SOUTH,HAVING STORMWATER RETENTION BASIN ON EAST.SURROUNDING
3. The silt fence barrier will be checked regularly for undermining or (deterioration
DEVELOPMENT IS SIMILAR IN NATURE, COMPRISED OF PREDOMINATELY
TOPSOILING: Preserving and using topsoil to provide a suitable growth medium for
DEVELOPED/ OPEN SPACE WITH SOME LOW TO HIGH LEVEL DEVELOPMENT
vegetation used to stabilize disturbed areas. Applicable where preservation or
AND MAINTAINED LAWN EXPANSES. SINCE LAND USE IS NOT CHANGING AND
importation of topsoil is most :cost - effective method of providing a suitable growth
THE PROJECT IS THE CREATION OF SMALL INFRASTRUCTURE, THE PROJECT
medium; not recommended for slopes steeper than 2:1 unless additional measures are
IS NOT FORSEEN TO CAUSE ANY SIGNIFICANT IMPACT TO LOCAL WATERSHED
taken to prevent sloughing and erosion.
OR TRANSPORTATION PLANS.
TEMPORARY SEEDING: Establishment of temporary vegetative cover on disturbed areas
OFF -SITE AREA
that will not be brought to final grade for periods of 30 days to one year by seeding
NO OFF -SITE LAND DISTURBING ACTIVITIES ARE PROPOSED. SITE IS
with appropriate rapidly - growing plants.
ANTICIPATED 1'0 BE A BALANCED SITE (NO BORROW / NO SURPLUS).
OK.
PERMANENT SEEDING: Establishment of perennial vegetative cover by planting seed on
rough - graded areas that will not be brought to final grade for a year or more or
SITE SOILS:
where permanent, long -lived vegetative cover is needed on fine - graded areas.
THE USDA SOIL CONSERVATION SERVICE DESIGNATES THE MAJORITY OF
D
THE SITE AS ELIOAK WITH SOME GLENELG LOAM. SOILS OF THESE SERIES
TREE PRESERVATION AND PROTECTION: Protecting existing trees from mechanical and
CONSIST OF AREAS THAT HAVE BEEN USED FOR CUTTING OR FILLING
other injury during land- disturbing and construction activity to ensure the survival of
DURING GR D 0 D T N
SF TEMPORARY SILT FENCE
STO. & SPEC. 3.05 -2
EXTRA STRENGTH FILTER CLOTH FABRIC
(WITHOUT WIRE)
6. PROVIDE 1" TUCK OR
SUITABLY REINFORCED
r TOP END SECTION.
" EMBED APPROX.
8" OF FILTER CLOTH
IN TRENCH
TRENCH APPROX. 4" DEEP X 4" WIDE,
FILL TRENCH TO ANCHOR BOTTOM OF
CLOTH, COMPACT THOROUGHLY
STANDARD STRENGTH FILTER CLOTH FABRIC (WITH WIRE)
PROVIDE 1" TUCK OR
SUITABLY REINFORCED os TIE WIRE OR HOG RINGS
r
TOP END SECTION. z oc
o WIRE FABRIC, 14.5
GUAGE MIN. 6"
EMBED APPROX. M MAX. MESH SPACING
8" OF FILTER CLOTH
IN TRENCH
INSTALL WIRE FENCE
FLUSH WITH THE GROUND
TRENCH APPROX. 4" DEEP X 4" WIDE,
FILL TRENCH TO ANCHOR BOTTOM OF
CLOTH, COMPACT THOROUGHLY
DROP INLET PROTECTION
CURB INLET
WIRE SCREEiV- CONC. BLOCK
*GRAVEL FILTER
RUNOFF WATE OVERFLOW_ i1 FILTERED WATER
WITH SEDIMENT
SEDIMENT
WIRE SCREEN 2 "X4" WOOD CURB INLET
STUD
iP -2 BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER
STD. & SPEC. 3.07 -8
Specific Application
This method of inlet protection is applicable at curb inlets whore
overflow capability is necessary to prevent excessive ponding in front of
the structure.
*Gravel shall be VDOT #3, #357, or #5 coarse aggregate.
desirable trees where they will be effective for erosion and sediment control and provide
A ING FOR R A S,RECREA 10 AL AREAS, QUARRIES, AND OTHER
SIMILAR USES. THE ERODIBILII OF THE SOIL IS MODERATE. THE
other environmental and aesthetic benefits.
PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. SOILS OF
DUST CONTROL: Reducing surface and air movement of dust during land disturbance,
THE ELIOAK SERIES CONSIST OF DEEP, GENTLY SLOPING, AND WELL
demolition or construction activities in areas subject to dust problems in order to
DRAINED SOILS. IT IS ON BROAD TO NARROW CONVEX RIDGETOPS THAT
prevent soil loss and reduce the presence of potentially harmful airborne substance.
ARE ABOUT 200 FEET TO 600 FEET WIDE. AREAS OF THIS SOIL ARE
12% 12' MIN.*
ALONG THE RIDGES AND COMMONLY ARE IRREGULARLY ELONGATED. SOIL
MANAGEMENT STRATEGIES
OF DRAINED REAS
OF INGRESS AND EGRESS
AREGCOMMONLY LONG AND WINDING. ERMEABILL
ITY IS MODER TE,
ND
1. Construction will be sequenced so that grading operations can begin) and
AVAILABLE WATER CAPACITY IS HIGH.THE HAZARD OF EROSION IS SEVERE.
end as quickly as possible.
CRITICAL AREA
2. Sediment trapping measures will be installed as a first step in grading and
CRITICAL AREAS OF EROSION AND SEDIMENT CONTROL WILL BE THE SILT FENCING,
will be seeded and mulched immediately following installation.
INLET PROTECTION, AND THE PAVED CONSTRUCTION ENTRANCE. CONTRACTOR MUST
3. Temporary seeding or other stabilizaton will follow immediately after grading.
MAINTAIN /INSPECT REGULARLY PERIMETER SILT FENCING IN ORDER TO PREVENT
4. Areas which are not to be disturbed will be clearly marked by flags, signs, etc.
SILT /SEDIMENT FROM WASHING DOWNSTREAM DURING LAND DISTURBANCE.
5. The job superintendent shall be responsible for the installation and maintenance
CONTRACTOR MUST ALSO MONITOR CONSTRUCTION TRAFFIC ON EXISTING ROAD
of all erosion and sediment control practices.
SYSTEM TO PREVENT SOIL /SEDIMENT BUILD UP ON EXISTING ROAD SURFACE.
MAINTENANCE
PERMANENT STABILIZATION:
STABILIZED UTILIZING LANDSCAPING IN
ACCORDANCE WIITH THE V RGIN A EROSIONAND SEDI ENTATION CON ROL HANDBOOK
In general, all erosion and sediment control measures will be checked daily and
ONCE FINE GRADING IS COMPLETE (SEE ASSOCIATED TABLES).
after each significant rainfall. The following items will be checked in particular:
STORMWATER RUN -OFF CONSIDERATIONS:
1. The sediment traps will be checked regularly for sediment cleanout.
SEE SHEETS 10 -15 OF 15
2. The gravel outlets will be checked regularly for sediment buildup which will
DUST CONTROL_
prevent drainage. If the gravel is clogged by sediment, it shall be removed
IF DUST BECOMES A PROBLEM DURING CONSTRUCTION, A WATER TRUCK WILL BE
and cleaned or replaced.
REQUIRED ON--SITE AT ALL TIMES, AND DUST MUST BE CONTROLLED IN
3. The silt fence barrier will be checked regularly for undermining or (deterioration
ACCORDANCE 1NITH STD. & SPEC. DUST CONTROL, IN THE LATEST VERSION OF THE
of the fabric. Sediment shall be removed when the level of sedimlent
VA EROSION AND SEDIMENT CONTROL HANDBOOK.
deposition reaches half way to the top of the barrier.
4. The seeded areas will be checked regularly to ensure that a good 5stand is
a,
maintained. Areas should be fertilized and reseeded as needed.
rn
O
TE:
ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN
30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY
MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY THE
LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED
SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES
SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
SEDIMENTATION.
NOTE:
NO OFF -SITE AREAS WILL BE DISTURBED AS PART OF THIS PROJECT.
NOTE:
EXISTING STORM PIPES ® ROUTE 29 SHALL BE CHECKED FOR SEDIMENT
BUILD -UP AND FLUSHED AS NEEDED PRIOR TO RELEASE OF BONDING.
General construction notes for Stormwater Management plans
I . All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum
moisture content. All fill material to be approved by a geotechnical engineer. A
geotechnical engineer is to be present during construction of dams.
2. Pipe and.riser joints are to be watertight within stormwater management facilities.
3. For temporary sediment traps or basins which are to be converted to permanent stormwater
management facilities; conversion is not to take place until the site is stabilized, and
permission has been obtained from the County erosion control inspector.
EXTRA STR
(WITHOUT WIRE)
STANDARD STRENGTH FILTER CLOTH FABRIC
PERSPECTIVE VIEWS
ELEVATION OF STAKE AND
DROP INLET FABRIC ORIENTATION
WITH GRATE
XX FILTERED
STAKES WATER
FRAME---_
X FABRIC
X RUNOFF WATER
L WITH SEDIMENT
GATHER EXCESS
PA.
AT CORNERS
BURIED FABRIC
2 x 4 WOOD
FRAME
MIN
MIN.
,.
MW.
IP -1 SILT FENCE DROP INLET PROTECTION
STD. & SP£C. 3.07- f
Specific Application
This method of inlet protection is applicable where the inlet drains a relatively
flat area (slopes no greater than 5� where inlet sheet or overland flows (not
exceeding 1 cfs) are typical. The method shall not apply to inlets receiving
concentrated flows, such as in street or highway medians.
P..,.A nn..ef. un1: .a n..1. .. a P.... ..... -:--. �. , -I---
STONE 70' ANN.
CONSTRUCTION
ACCESS 3" S,t -ZA ASPHALT TOP
BOURSE EXISTING
?.x � + 2% I PAVEMENT
BASE
STONE
CONSTRUCTION
ACCESS`.
70' MIN.
ASPHALT PAVED
i �0 WASHRACK
�I
Z IT
Z
- EXISTING
2% 2%
-"
PAVEMENT J
12% 12' MIN.*
*MUST EXTEND FULL WIDTH L-►®
POSITVE DRAINAGE
OF INGRESS AND EGRESS
TO SEDIMENT
OPERATION
TRAPPING DEVICE
Z
12' PAIN. POSIiiVE DRAINAGE
z% TO SEDIN-ENT
% TRAPPING DEVICE
FILTER CL.OIH
SECTION -A -A
A luini nuu eater tap of 1 inch must be iustalled with a nnininnunn 1 inch b;,llcock
shutoff valve supplying a wash hose with a diameter of 1.5 inches for adequate
constantpresswe. Wash water umst be canned away front the entirance to an
approved - settling area to`reinove seduuent. All sediment shall be prevented froun
entering storm drains, ditches or watercourses.
PAVED WASH RACK
NO SCALE
General construction notes for Erosion and Sediment Control plans
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
N ,ndbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control
Regulations.
3. AEI erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times.
5. Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off -site borrow or waste areas), the contractor shall submit a
supplementary erosion control plan to the owner for review and approval by the plan
approving authority.
6. The contractor is responsible for installation of any additional erosion control measures
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
7. All disturbed areas are to drain to approved sediment control measures at all times during
land disturbing activities and during site development until final stabilization is achieved.
8. During dewatering operations, water will be pumped into an approved filtering device.
9. The contractor shall inspect all erosion control measures periodically and after each runoff-
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control devices shall be made immediately.
10. All fill material to be taken from an approved, designated borrow area.
11. All waste materials shalt 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 7:00am to 9:00pm.
15, Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral
support, or order to minimize any hazard to persons, physical damage to adjacent land and
improvements, and damage to any public street because o slides, sinking, or collapse.
16. The developer shall reserve the right to install, maintain, remove or convert to permanent
stormwater management facilities where applicable all erosion control measures required
by this plan regardless of the sale of any lot, unit, building or other portion of the property.
17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75
lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual
Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf.
Alternatives are subject to approved by the County erosion control inspector.
18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
Agricultural grade limestone shall be applied at 90ibs/1000sf, incorporated into the top 4 -6
inches of soil. Fertilizer shall be applied at I000lbs/acre and consist of a 10- 20- -10 nutrient
mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95% Kentucky 31 or
Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be
applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control
inspector.
19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned
when 50% of the Net storage volume is filled with sediment. All seeded areas are to be
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
which are collecting sediment to half their height must be cleaned and repaired
immediately.
20. All temporary erosion and sediment control treasures are to be removed within 30 days of
final site stabilization, when measures are no longer needed, subject to approval by the
County erosion control inspector.
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SCALE IN FEET 11. ONCE INITIAL EROSION CONTROL MEASURES ARE COMPLETED, AND THE CONTRACTOR IS Q
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1. HOLD PRE - CONSTRUCTION MEETING WITH COUNTY ENVIRONMENTAL INSPECTOR. RELEASED BY THE ENVIRONMENTAL INSPECTOR, CLEARING, STRIPPING, AND EXCAVATION AND ? 00
NOTIFY INSPECTOR A MINIMUM OF 48 HOURS PRIOR TO SITE CONSTRUCTION GRADING MAY BEGIN. W
START -UP. E & S LEGEND 12. CONTRACTOR TO MAINTAIN POSITIVE FLOW THROUGH DITCHES / DIVERSIONS INTO SEDIMENT (y `--
2. INSTALL TREE PROTECTION / PERIMETER SILT FENCING LIMITS AS SHOWN ON TRAPS AS GRADING AND STORM DRAIN PIPE INSTALLATiON COMMENCES. CUT AND FILL SLOPES Mo
THE PLAN. SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION PER MS -7.
3. INSTALL STONE CONSTRUCTION ENTRANCE. - °` LIMITS OF DISTRUBANCE 13. INSTALL STORM PIPE SYSTEM WITH APPROPRIATE INLET PROTECTION. Z
4. DRAINAGE INLET PROTECTION TO BE INSTALLED AT EXISTING INLETS PER MS -10. X X_ SILT FENCE 14. PROVIDE BUILDING PAD, ACCESS DRIVES, AND BUILDING CONSTRUCTION "LAY DOWN" AREA. Q 4 N
5. INSTALL DIVERSION DIKE & STABILIZE. APRROPRIATE COHESIVE CLAY MATERIAL 15. COMPLETE GRADING OF OVERALL SITE AND INSTALLATION OF STORM SYSTEM WITH SANITARY
TO BE USED FOR DIKE FILL. CE CONSTRUCTION ENTRANCE. Z d.
SEWER AND WATER AND CURB /GUTTER FOR ROADWAY AND PARKING.
6. LAND DISTURBANCE OUTSIDE THE PRELIMINARY LIMITS OF DISTURBANCE MAY NOT 16. COMPLETE CURB BACKFILL AND FINE GRADING. o0
OCCUR UNTIL THE INITIAL ESC MEASURES INSTALLATION HAS BEEN APPROVED BY tP - 1 SILT FENCE DROP INLET PROTECTION 17. COMPLETE SEEDING ONCE TOPSOIL IS REPLACED ON DIRT SURFACES. STABILIZE ANY Lu
THE ENVIRONMENTAL INSPECTOR. ANY REMAINING DISTURBED AREA.
7. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED IP - 2 BLOCK & GRAVEL CURB INLET PROTECTION 18. STORM SYSTEM TO BE INSPECTED AND CLEANED OF ALL SEDIMENT RESULTING FROM °� W
AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF CONSTRUCTION. (TO INCLUDE DOWNSTREAM EXISTING SYSTEM.) J
THE SITE. TEMPORARY SOIL STABLIZATION SHALL BE APPLIED WITHIN 7 DAYS 19. COUNTY E &S INSPECTOR MUST BE CONTACTED AND ALLOWED TO INSPECT STORM SYSTEM PRIOR
TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
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DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT 20. ANY REMAINING SODDING /LANDSCAPING SHALL BE COMPLETED.
STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT
21. ALL E &S MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION OF VIRGINIA h"
FOR MORE THAN ONE YEAR. EROSION AND SEDIMENT CONTROL MANUAL.
8. ALL E &S MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION 22. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE �K
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OF VIRGINIA EROSION AND SEDIMENT CONTROL MANUAL. ENVIRONMENTAL INSPECTOR FOR THE PROJECT.
9. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT
APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE PROJECT.
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Urinal - Pedestal Flush Valve 35 x _
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Trough (2 Ft. Unit) 2 x =
Wash Sink (Each Set of Faucets) 4 x =
Water Closet - Flush Valve 35 x
- Wank Type 3 x _7.8_
Dishwasher - 1/2" Connection 4 x =
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Short Version BMP Computations For Worksheets 2 - 6
Albemarle County Water Protection Ordinance: Modified Simple Method
Plan: MJH OCC at Proffit Road Water Resources Area: North Fork Rivanna
Preparer: RK &K Date: 24 -Aug -09
Project Drainage Area Designation BMP A
L storm pollutant export in pounds, L = IP(Pj)RN12 I [ C(A)2.72 I
D in ill Q
Rv mean runoff coefficient, Rv = 0.05 + 0.009(1)
11 n•
Illl i i
Pj small storm correction factor, 0.9
N• ••.
i i
1 percent imperviousness
.«
i i
P annual precipitation, 43" in Albemarie
I I
i i
A project area in acres in subject drainage area, A = 0.43
•N
I !
iii
C pollutant concentration, mg/1 or ppm target phosphorus
s i
I
f factor applied to RR
A t i I s
W
I
V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27
RR required removal , L(post) - f x L(pre)
J
° /6RR removal efficiency . RR100 /L(post)
Se
Impervious Cover Computation (values in feet & square feet)
�
Item.
pre- development Area post- development
Area
Roads Length Width subtotal Length Width
subtotal
0 0 0' 0
0. 0
0 0 0 0.
0 0
0 0.
0: 0
p, p
11649 11649
Driveways Length Width no. subtotal Length Width no.
subtotal
and walks 0 0 0 0 0; 0
0 0
0 0 0 0 - 0, 0
0 0
0 0
0. 0.
Parking Lots 1 2 3 4 1 2
3 4
0
2916 2916
Gravel areas Area Area
Z
x0.70= 0 x0.70=
0
Structures Area no. subtotal Area no.
subtotal
0 1 0 0
1 0
0 0 0 0
0 0
p p 0 0
1504 1504.
Actively -grazed pasture & Area Area
0
yards and cultivated turf x 0.08 = 0 30000 x 0.08 =
Active crop land Area Area
x0.25= 0 x0.25=
0
Other Impervious Areas
W
p
0
Impervious Cover 0 °k
86 %.
11(p re)
I(post)
Rv(post) V
0.82 24.8
(L
New Development (For Development Areas, existing impervious cover- 20 0%)
a-
C f I (pre)' Rv(pre) L(pre) L(post) RR %RR Area Type
. 0.70 1.00 200/6 0.23 0.61 1W 1.56 72% Development Area
0.35 1.00 0% 0.05 0.07 1.09 1.02. 94W Drinking Water Watersheds
0.40 1.00 1% 0.06 0.09 1.24 1.15. 93% Other Rural Land
" min. values
Redevelopment (For Development Areas existing impervious cove_ r > 20%)
C f 1 (pre) " Rv(pre) L(pre) L(post) RR % RR Area Type
0.70 0.90 20% 0.23 0.61 2.17 1.62 75% Development Area
0.35 0.85. 0% 0.05 0.07 1.09 1.03 95% Drinking Water Watersheds
0.40 0:85 19'p 0.06 0.09 1.24' 1.16 94 %; Other Rural Land
Interim Manual, Page 70 rev. 16 Feb 1998 GEB
GREEN ALLEY 'A':
IMPERVIOUS AREA = 0.37 AC.
VOLUME REQ'D =
(0.37AC) *(43,560SF/AC) *(1 /21N) *(1 FT /121N)
= 672 CF
VOL. PROV'D WITHIN FACILITY = 1027 CF
WATER QUALITY VOL. ELEV. = 544.00
BOTTOM OF BASIN ELEV. = 543.50
FILTER SOIL /SAND MIX
FILL(PER "GREEN TECH'
4" # 57 STONE BASE
0
Short Version BMP Computations For Worksheets 2 - 6
Albemarle County Water Protection Ordinance: Modified Simple Method
Plan: COMFORT SUITES INN Water Resources Area: North Fork Rivanna
Preparer: RK &K Date: 24- Aug -09
Project Drainage Area Designation BMP B
L storm pollutant export in pounds, L = (P(Pj)Rv/12 I ( C(A)2.72 I
D in ill Q
Rv mean runoff coefficient, Rv = 0.05 + 0.009(1)
11 n•
Illl i i
Pi small storm correction factor, 0.9
N• ••.
i i
1 percent imperviousness
.«
i i
P annual precipitation, 43" in Albemarle
I I
i i
A project area in acres in subject drainage area, A = 0,49 '
•N
I !
iii
C pollutant concentration, mg /I or ppm target phosphorus
s i
I
f factor applied to RR
A t i I s
W
I
V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27
RR required removal , L(post) - f x L(pre)
J
° /cRR removal efficiency , RR1001L(post)
Se
Impervious Cover Computation (values in feet & square feet)
�
Item
p re- development 9 Area post- development
Area
Roads Len th Width subtotal Length Wid th
_
subtotal
0 0 O 0
0 0
0 0 0 0
0 0,
0 0
0 0.
p 0
9689 9689
Driveways Length Width no. subtotal .Length Width no.
subtotal
and walks 0 0 0 0 0; 0
0 0'
0 0 0 0 01 0
0 0
p 01
946 946.
Parking Lots 1 2 3 4 1 ?
3 4
p p
7776 7776
Gravel areas Area Area
Z
x 0.70 = 0 x 0.70 =
0
Structures Area no. subtotal Area no.
subtotal
0 1 0 0
1 0
0 0 0 01
0 0
0 0 0 0
0 0
Actively -grazed pasture & Area Area
0
yards and cultivated turf x 0.08 = 0' 30000 x 0.08 =
Active crop land Area Area
x0.25= 0 x0.25=
0
Other Impervious Areas
W
p
0
Impervious Cover 0 %0`.
86%
11(pre)
'(post)
Rv(post) V
0.83 ' 28.4
(L
New Development (For Development Areas, existing impervious cover <= 20 0/0)
a-
C f I (pre)' Rv(pre) L(pre) L(post) OR °k RR Area Type
0.70 1.00 20% 0.23 0.69 2.49 1.79 72 %, Development Area
0.35 1.00 .0D/° 0.05 0.08 1.24 1.17 940/6 . Drinking Water Watersheds
0.40 '1.00 1% 0.06 0.10 1.42 1.32 93 %, Other Rural Land
" min. values
Redevelopment (For Development Areas, existing impervious cover > 20 0%)
I (pre)' Rv(pre) L(pre) L(post) RR %RR Area Type
0.70 0;90 209° 0.23 0.69 2.49 1.86 ' 75 %; Development Area
0.35 0.$5 0% 0.05 0.08 1.24 1.18 95 %' Drinking Water Watersheds
0.40 0:85 1% 0.06 0.10 1.42 1.33: 9401. ; Other Rural Land
Interim Manual, Page 70 rev. 16 Feb 1998 GEB
GREEN ALLEY 'B':
IMPERVIOUS AREA = 0.42 AC.
VOLUME REQ'D =
(0.42AC) *(43,560SF/AC) *(1 /21N) *(1 FT /121N)
763 CF
VOL. PROV'D WITHIN FACILITY = 993 CF
WATER QUALITY VOL. ELEV. = 541.00
BOTTOM OF BASIN ELEV. = 539.50
*3 4w-r
S 10I.IE
W W W W W W W W
3
SOD /GRASS TOPPING
(PER "GREEN TECH ")
GREEN TECH" CONTAINER TRAY
3" 0 WEEP HOLES (TYP.)
(4) EACH SIDE OF DI
1'
X1/2" W.WIRE MESH
ACROSS WEEP HOLES
TYPICAL DI DETAIL TO DRAIN GREEN ALLEY
STORMWATER QUALITY CALCULATIONS: PRE -
GREEN ALLEY A & B - TO CAPTURE AND TREAT VOLUME
EQUAL TO 0.5 INCHES 0 RUNOFF (FIRST FLUSH) FROM THE
IMIPERVIOUS AREA.PRIOR TO STORM PIPE DISCHARGE INTO
EX.WET POND.
FRACTION OF IMPERVIOUS AREA SERVED =
16,069 SF + 18,429 SF
=
34,498 SF
34,498 SF /40,075 SF == 0.86
Q
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W /FILTOR FABRIC BASE
LAYER LINED DRAINAGE SWALE
(28) CONTAINER UNITS
RB CUT
6" 0 RIP -RAP STONE -
W / FILTER FABRIC BASE
LAYER LINED DRAINAGE SWALE
(28) CONTAINER UNITS
TOP OF
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0
538.00
REVISIONS
1EV DESCRIPTION REV BY DATE
A
NDTESi
U 6W3AL WU IMM 6AlLSn MM
1RMi MHE S11S,Fa1D 7r E«AA BM Y 64rra.
4Y YYRUSIXOY S
rfi[RY6F iP'rCYfrl
47 UNPUM Ph= L MLETS FO 4.^%
51 ralrrmor IN roca i4 KVD ?$,. • 05- •Dario ! L .
nDN6.S a 1WWX Wn a., to 11W eras.
ea YM YUY UAD= 43W • aaba
DI -7
TOP= 544.00
GREEN ALLEY 'A'
TOP OF
?� GRASS = 543.00
0000
535.77±
DI -7
TOP= 541.00
GREEN ALLEY 'B'
COOKSON
Plastic Molding
t%Angn Q6t 1% "ft ab3on
�- TRAY, 5133) PALLET
7150++ by 11Sbn 17' M- ft
6wnT Me W L19:1011
O ❑ l_D - -' f
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- -CREST OF
BERM - 542.00
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At
COUNTY OF ALBEMARLE COUNTY OF AIBEMARLE
Departmegt of Planning & Community Developmcnt Depattment of Building Code and Zoning Services
401 McIntire Road. Room 218 401 McIntire Road, Room 227
Charlottesville, Virginia 229024596 Charlottesville, Vaginla 22902 -4596
(434) 296 - 5823
Fax (434) 972 - 4012 FAX (434) 9724126 TELEPHONE (434) 296.5832 TM (434) 972 -4012
August 18, 2003
September 8, 2003
Katurah Roell Katurah Roell
195 Riverbend Drive Virginia land Company
Charlottesville, VA 22911 195 Riverbend Drive
RE: ZMA -01 -20 Hollymead Town Center; Tax Map 32, Parcels 41D, 43A, 44, 4S, and 46 (Area C) Charlottesville, VA 22911
5P -03-30 Hollymead Town Center; Tax Map 32, Parcels 41 D, 43A, 44, 45, and 46 RE: ZMA -2001 -020 Hollymead Town Center Area C
Dear Mr. Roell: Tax Map 32, Parcels 41 D, 43A, 44, 45 and 46
The Albemarle County Board of Supervisors, at its meeting on August 6. 2003, by a vote of 6:0, took the
following actions:
• ZMA -01 -20 Hollymead Town Center- Approved by a vote of 6:0, as proffered (copy attached).
• SP -03 -30 Hollymead Town Center- Approved by a vote of 6:0.
In the event that the use, structure or activity for which thii special use permit is issued shall not be
commenced within twenty -four (24) months after the issuance of such permit, the same shall be deemed
abandoned and the authority granted thereunder shall thereupon terminate. For purposes of this section,
the term 'commenced' shall be construed to include the commencement of construction of any structure
necessary to the use of such permit within two (2) years from the date of the issuance.
Before beginning this use, you must obtain a zoning clearance from the Zoning Department. Before the
Zoning Department will issue a clearance, you must comply with the conditions in this letter. For further
information, please call Jan Sprinkle at 296 -5832.
If you should have any questions or comments regarding the above -noted action, please do not hesitate
to contact me.
Sincerely.
V.
V. Wayne C' mberg
Director of Planning & Co munity D velopment
VWCljcf
Cc: Amelia McCulley Jack Kelsey
Tex Weaver Steve Allshouse
ZMA -01 -020 ,Attachment E
Hollymead Town Center Area C
The road improvements listed in proffer 2A, 2B, 2C, 2D, 2E and 2F above shall
be constructed, in accordance with road plans submitted by the Owner and
approved by VDOT. All of the foregoing improvements shall be i) constructed to
VDOT design standards pursuant to detailed plans agreed to between the
Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for
VDOT's acceptance as a condition for issuance of any certif cafe of occupancy
for Area C improvements (except as otherwise provided in proffer 2F). The
width, length, location, (inside median or outside existing pavement), We of
section (e.g., urban vs. rural), and geometries of all lane improvements shall be as
required by VDOT design standards and detailed plans submitted by the Owner
and approval by VDOT.
3. All road improvements listed in proffer 2 above shall be substantially completed prior to
the issuance of the first Certificate of Occupancy in Anew C; notwithstanding the
foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner
has submitted plans for all such road improvemenU for review by VDOT, and although
such improvements are not fully completed by the issuance of a Certificate of Occupancy
for Area C, sufficient bond has been supplied to satisfy all costs to complete such
improvements in accordance with plans approved by VDOT. Substantially complete for
the purposes of these proffers shall mean approved sub base gravel, curb and gutter,
intermediate surface and necessary storm water management improvements and
satisfactory completion of road improvements required for public safety, and
signalization; but shall not include final activated signals which are subject to testing and
synchronization according to VDOT inspection. All proffers to make road improvements
contained in proffer 2 of these proffers are conditioned upon VDOT's approval of an
entrance permit at the Timberwood Boulevard intersection with Route 20 as shown on
the Application Plan. The Owner shall submit to VDOT plans for such road
improvements within 30 days of the rezoning and shall diligently pursue such approvals
from VDOT.
4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or
VDOT for the purposes of funding a regional transportation study for the Route 29
Corridor. The $10,000.00 contribution shall be made within 30 days after requested by
the County after the first final site plan or subdivision plat is approved in Area C and, if
not expended for such purposes within three years from the date the funds were
contributed, such funds shall be refunded to the Owner.
5. The Owner shall contribute $200,000.00 (the "total contribution ") to the County for the
purpose of funding capital improvements related to the Hollymead Town Center. The
contribution shall be paid as follows-. $100, 000.00 shall be contributed to the County
within 30 days after the first final site plan or subdivision plat containing dwelling units
is approved in Area C; the remainder of the contribution shall be paid on a pro rata basis
at the time a certificate of occupancy is issued for each dwelling unit; the pro rata
contribution shall be based upon the number of dwelling units approved as part of the
first final site plan or subdivision plat. If five years after the date of approval of the first
final site plan or subdivision plat the total contribution has not been fully paid, the Owner
3
Dear Mr. Roell:
There is a typographical error in the proffers for this rezoning. Proiffer #3 refers
to an entrance permit at the Timberwood Boulevard intersection with Route 20.
This should be read as Route 29. Please file this letter with your copy of the
proffer. No further action is required.
Please contact me if you have questions.
Sincerely,
John Shepherd
Manager of Zoning Administration
COPIES: Amelia McCulley, Zoning Administrator; Janice Farrar, Planning
Assistant; Greg Kamptner, Assistant County Attorney; Melvin
Breeden, Director of Finance, Ella Washington Cary, Clerk to the
Board of Supervisors.
C:1Fi1es\Proffers\Hollymead C Typo correction doc
ZMA - 01-020 .Attachment E
Hollymead Town Center Area C
shall contribute the unpaid balance within 30 days upon the request of the County. Mthe
fund is not exhausted within 10 years from the date the last contribution is made, such
unexpended funds shall be refumded to the'Owner.
6. Upon the request of the County, for any parcel used for non - residential purposes in the
portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner
shall petition for and consent to a CommuniltyyDevelopment Authority ("CDA ")
established pursuant to Section 15.2 -5152, et seq. of the Code of Virginia CCode") to be
created for the purpose of financing, funding, planning, establishing, constructing,
reconstructing, enlarging, extendwS or maintaining Route 29 and roads and other
improvements associated therewith, which shall include, but may not be limited to
improvements to Route 29 from the South Fork of the Rivanna River to Airport Road, the
extension of Ridge Road as depicted on the Master Phan, to the Soutth and across the
Rivanna River to connect to Berkmar Drive.
Submitted as of the 2P day of Ju ;y 2003, by-.Post Office Land Trust
By.
Charles W. Hurt, Trustee Shirley L. Fl , Trustee
ZMA -01 -20
PROFFERS
Hollymead Town Center Area C
July 25, 2003
TAX MAP 32, Parcels 41D, 43A, 44, 45, 46
37.1 Acres
Pursuant to Section 33.3 of the Albemarle County Code (the "Code "), the owners, or
their duly authorized agents, hereby voluntarily proffer the conditions listed below which
shall only be applied, except as specifically set forth herein to the area identified as Regional
Service Area C on the Application Plan, (defined below) comprising all or some of the above
referenced tax map parcels (the "Property").
These conditions are proffered as part of the requested zoning and it is agreed that: 1) the
rezoning itself gives rise to the need for the conditions; and 2) such conditions have a
reasonable relation to the rezoning request:
1. Development shall be in general accord with the Application Plan entitled Rezoning
Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A 2; only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July
7, 2003 ( "Application Plan'I. The standards of development and central features and
major elements within the Property essential to the design of the development shall be in
general accord with the Block Exhibit, the Code of Development's Narratiyc, and the
Code of Development's tables and appendices set forth in the attached Application
Booklet, entitled "Hollymead Town Center, Application Booklet, ZMA -01 -20 (Area C)."
The Owners have presented, as part of their rezoning application, a number of conceptual
plans and illustrations for various purposes, but principally to provide justification for the
rezoning actions they are seeking. Unless specifically referenced in these proffers, all
plans and illustrations submitted as part of Applicant's rezoning application, other than
the Application Plan as defined above; shall be deemed illustrative only, and such plans
and illustrations shall not be deemed proffers. The Owners reserve the right to
reconfigure the internal block improvements, consisting of buildings, parking and drive
aisles and drive4irough window features and as shown on the Application Plan in order
to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance
with ARB requirements iii) and provide all necessary storm water management and
BMP's as necessmy-
2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause
completion of the following road improvements that shall be roads constructed to VDOT
standards and either be accepted by VDOT or be bonded for VDOT's acceptance as
follow:
A- Construction of Tunberwood Boulevard, as depicted on the Application Plan
and further described as follows: i) from the intersection at US Route 29 to a new
terminus within Hollymead Town Center that is shown at the extension ofthe
3M1 2e 2000 2:49PM HP L.ASC.R.1FT FAX 434- 8ll1_99164 P' 1
; Ri
CGWNYV OF AI:OEAIIAKLX
Pe}ssr"ment of Community Developsa+ent
401 Nictntire RQ,74, Rawn 227
Charlottesville. Virpoft 229v2.4596
l'itaae (434) 29t,-5832 Fax (434) 912 -4126
July 28, 2007
Bill Morrow
11,11 7 E. Market Street, Suite S
Char(vtlesvilie, VA 22902
RE: ZMA 2001 -20 Hollymead Town Center Area C, Block 1
Dear Mr. Morrow_
This is to verify that the Code of Developmew for ZMA - 2001 -20 allows If,. (t development
of a 3 story. 49,900 - square foot hotel on Block I. The oroject muss be devefQped in
accord with the approved rezoning.
Please contact me if you have funher questions.
Sincerely.
John Shepherd
Manager of Zoning Administration
ZMA-01 -020 Attachment E
Hollymead Town Center Area C
VDOT future road improvement project of Airport Road, this will provide the
connection to Airport Road from Route 29 as previously proffered as part of
ZMA 94-08. The constructed improvements shall include two Eastbound lanes in
conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to
the first dual lane roundabout at access road B and Westbound lanes of dual left
lanes, one thru lane and one continuous right turn lane from the roundabout at
access road B to the intersection with Route 29, from the roundabout at access
road B a two lane section shall be constructed to the VDOT extension, with
additional turn lanes at intersections located in Area C pursuant to road plans
approved by the Virginia Department of Transportation ( "VDOT") and the
County as part of the Area C site plan:
B. Construction of-dual left turn lanes at the intersection of Route 29 and
Timberwood Boulevard, from northbound Route 29 into Timberwood Boulevard.
The turn lane and taper lengths will be determined with final road plans to be
reviewed and approved by VDOT.
C. Signalization at Timberwood Boulevard and Route 29 shall include
reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in
coordination with VDOT. All turn movements shall be signaled at the
intersection of Route 29 and Tunberwood Boulevard, as approved by VDOT.
The e, -4 in
st g intersection exiting Forest Lakes shall be reconstructed to maintain
the dusl left lanes, the continuous right turn lane and add a through lane according
to the final design in the previous paragraph.
D. 11.Owner proffers to dedicate land and construct a third through lane on
Routr. 29 (consisting of lane width, shoulder and drainage improvements)
south' ound from the entrance road, ( Tunberwood Boulevard) at the Property's
Northern boundary. The Owner also shall dedicate land or cause to be dedicated
and construct: i) a continuous through lane 500 -feet to the Southern boundary of
Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Southern
boundary and Route 29 (in the event area B is not rezoned and their proffers
accepted), and iii) a continuous right turn lane starting at the right -in at the
Northern boundary of TM 32 Parcel 41A to the right-in at the Southern entrance
of Area C.
E. Construction of one additional continuous right turn Northbound lane starting
1090 feet south of Timberwood Boulevard at the location of the beginning of the
turn and taper of Worth Crossing and Route 29, and terminating at Timberwood
Boulevard.
F. Access Road C, between Area A and its intersection with Timberwood will be
built or bonded before the issuance of the first certificate of occupancy within
Area B. If bonded, the road will be constructed for acceptance by VDOT within
one year of the first certificate of occupancy.
F,
Conceptual Plan
Only
1
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PLANT LIST
OPEN 5PACE/5WM POND (TMP 32 -41 D3)
QUANTITY
KEY
BOTANICAL NAME
COMMON NAME
CALIPER
I HEIGHT
SPACING
R1 =MARKS
CANOPY (SF)
TOTAL CANOPY
(5F)
5t1ADE TREL5
:FROG
AROG
Accr rubtUm "October Glory
' OcLober Glory' Rcd Maple
2.5"
1
Willow Oak
Multi -Stem 535
397
1 1 91
f)
6EN1
Betula n,gra 'Hentage'
'Heritage Rover Birch
14 I G'
171
Multir'5tem
535
5,350
DECIDUOUS SHRU85
OV
O5trya vii msana'
American Ho hornbeam
1.`5"
Ilex glabra 'Shamrock'
Shamrock' Holly
471
99
297
UP
5A
5alix Alba tristis
Golden Weepinej Willow
2"
Pr-unu5 lau,ocera5u5 'Otto Luyken'
'Otto Luyken' Cf,arrylaurel
423
907
1,51-1
0KNAMENTAL TRi'E5
I I CH jChionanthu5 vircimscv5 I I G' -7' 125 125
DECIDUOUS 51-IRUD5
GROUNDCOVER
JC Jun,perut chinens s 'b ansa' Parson':, Juniper 4' o.c N/A WA
CAI-IU
Clethra alntfoha 'Hvmm,n bird'
Humtnin bird' Summerswcet
1 130
24"
LI
I G
352
3v
CB
Cornu5 sencca f . Wileyl
Red Twrg Do wood
1 77
24"
DECIDUOUS 51-1RUB5
t; IV Ilex vt mica 'Henry's Garnett' 'Henry's Garnett' Sweets�rre
72
21 60
32
IV
Ilea v,rgin,ca 'I-tenry5 Garnet'
'Ile.nry'5 Garnet' Sweets ire
24"
64
2018
:3 (I
FZ(\O
Rota x. 'tviock Out'
Knock Out' Rose
2.4"
N/A
N/A
?4
SC
151 nbucus nrgra 'Gerda'
I Black Beauty Elderberry 1
24"
N/A
N/A
=1
VB
lVibumurn nudurn 'Winterthur'
'Winterthur' Viburnum 1
3.4'
22
528
BROADLEAF EVERGREENS
;:U MP iviynca enn5ylvanica bayberry 2.4" 18 1728
PEKENNIAI)ORNAMENTAI. GRA55f 5 /GROUNDCOVFR
'Otto Luyken' Charrylaurel
!
EPGA
l u ator,um Pu rpure um 'Gateway/
'Gateway Joe Pye Weed
to
100
Pf= RENNIAUORNAMENTAL GRA55E5 /GK01JNDC0V1-R
3 1 17
N/A
N/A
Parson :, Juns cCr
ERRA
Erianthwi ravannae
Ravannae Grass
N/A
N/A
i 45V
L5
N/A
N/A
3;'j
JC
Jun eru5 chtnen5i5 'Ex an�a'
Parson's Juni er
N/A
PEAL
Penn,setum alo c curorde5
N/A
N/A
',b
PEAL
Penni5etum alo ecuroide5
Fountain Grass
N/A
Total Canopy (5F): 1 I ,803
18" O.C.
I Gal.
N/A
N/A
Total Canopy (5F): 15,593
PLANT L15T
TMP 32 -41 D4
QUANTITY
KEY
BOTANICAL NAME T--COMMON
NAME
CALIPER
HEIGHT
5PACING
REMARK5
CANOPY (5F)
TOTAL CANOPY
(5F)
511AUE TREE5
:FROG
BENI
Li,i.ula n1 , ra 'Hentage'
Herlt<i C River birch
Of' 1
11- I G'
Willow Oak
Multi -Stem 535
2,140
C,
QP!
Quercus phello5
lWillow Oak
1 3.5"
171
1"55-1
ORNAMENTAL TREES
LI La<�erst.roenua indica Crarmyrtle G' -7' Mulh -stem 77 154
DECIDUOUS SHRU85
3 1 IV Illex vi ' inica 'Henry's Garnett' 'Henry's Garnett' Sweets tre 2_4' G4 2240
BROADLEAF EVERGREENS
-' I
IGS
Ilex glabra 'Shamrock'
Shamrock' Holly
471
21"
UP
23
G21
-
P!_OL
Pr-unu5 lau,ocera5u5 'Otto Luyken'
'Otto Luyken' Cf,arrylaurel
423
24"
ORNAMENTAL TREE5
3
10
430
GROUNDCOVER
JC Jun,perut chinens s 'b ansa' Parson':, Juniper 4' o.c N/A WA
Total Canopy (5F): 7,4G9
PLANT LIST
TMP 32-41 D5
QUANTITY
KEY
I BOTANICAL NAME
COMMON NAME
CALIPER
HEIGHT
5PACING
I REMARKS
TOTAL
I CANOPY (5F) 1 CANOPY (5F)
511ADE TREE5
"
:FROG
Acer rubrum "October Glory
'October Glary! Red Maple
2.5"
Of' 1
Qucrcu5 rhello,.
Willow Oak
397
1 1 9 1
C,
QP
Quc:rc..US hello:,
Willow Oak
P. 1.5"
::C I JC Juni eru5 chinensi5 'Ex an5a' PafSOn'S .h,nt (r
419
2,514
ti
Ql'i
Quercus pheikx5
Willow Oak
:3 5"
471
2,3`.15
UP
I UlrnuS ar'vifoha'Allee'
"Allee' Elm
2.5"
423
I ,G92
ORNAMENTAL TREE5
3
AC
Amalanchier canaden5i5
5hadblow 5erv,ceberry
I
I
IMult,-5tem
1 130
1 390
LI
La cr5troernia incllca
Crap(--myrtle
I
+G'-7-
G' 7'
Multi -stem
1 77
1 231
DECIDUOUS 51-1RUB5
t; IV Ilex vt mica 'Henry's Garnett' 'Henry's Garnett' Sweets�rre
I I 3G" 64 576
BROADLEAF EVERGRFEN5
31
ABLR
Abeha clr'andsllora 'Little Richard'
little Richard' Abeha
24"
14
434
F\!
alea 'G,rard'S Pleasant White-'
'Girard';; Pic:a5ant White' Azalea
24"
0
O
15.)
IC5T
Ilex crenata 'Soft l ouch'
'soft Touch' Holly
24"
1 6
848
IG5
Ilex lab'a'5hamrock'
'Shamrock' I'ioily
2.4"
23
I4 72
i ll
I'LOL I
P,'unu5 laurocera5u5 'Otto Luyken' I
'Otto Luyken' Charrylaurel
24"
to
100
Pf= RENNIAUORNAMENTAL GRA55E5 /GK01JNDC0V1-R
3 1 17
JC
Juni eru5 c.hwen5i5 'Ex an5a'
Parson :, Juns cCr
4' O.C. I Gal.
N/A
N/A
i 45V
L5
I -a'lo c s Icata
Lino e
12' o. c. I Gal.
N/A
N/A
PEAL
Penn,setum alo c curorde5
Fountain GfaS:i
18" o.c.
3 Gal.
N/A
N/A
Total Canopy (5F): 1 I ,803
PLANT L15T
TMP 32 -41 DG
QUANTITY
KEY
BOTANICAL NAME
COMMON NAME JCALIPER
HEIGHT
SPAC{NG
REMARK5
CANOPY (5F)
TOTAL
CANOPY (5F)
5HADE TREES,
Of' 1
Qucrcu5 rhello,.
Willow Oak
1 2.5"
1
4)9_
2,933
GROUNDCOVEK
::C I JC Juni eru5 chinensi5 'Ex an5a' PafSOn'S .h,nt (r
4' o.c. I Gal. N/A
N/A
Total Canopy (SF):
2,933
Note-
! . All nlanttrlg5 of trees and shrubs Shall be allowed to reach and be maintained at mature height. The topping of trees 15 prohibited; Shrubs shall be pruned minimally and
;,rely r.0 .�Llrrort the ovei -all health of the shrub.
The planting proposed on the south side of the pond shall be completed with the construction of the hotel, as illustrated on the plan dated 1/5/09 (Area B).
The additional planting on the north, east and west sides of the pond shall be completed within one year of this approval (Area A).
GUNNER DRI E
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�l�i�� ' ' 11" Di'>h'uieilin, � ... - - -- �.r- ••�__ --,��. -- _ _ -� �"•, Q�
TMP 32-41 D6
FUTURE PARK! - -\
NG
• 1
I
,
i1
pig
rA
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i f BEN. �,'1,i!O ,; ARO(3' ��,'' '
LiCaV) i
TMP 32 -41 D4 r1
_ _ _ FUTURE PARKING h Ir 55- JC ii {
& BUILDING
TMP 32 INTERIOR LANDSCAPING: LANDSCAPING CANOPY REQUIRE
TMP 32 -4 1 D5 BE
-41 D5
t
Required: i I ree per 10 Parkin S - ' ... - -� 1�`
g paces I 0 /o of Total Site Area � 1
f 29/ 10 = 12,9 Trees Total Site Area 86,247 SF (1.95 Acres) 13 - -i , i ! -JC - : . • ... \ { . „ I! ��`O
Provided: t ed: 22 Trees (QP, UP, L0 86,247 SF ' . 10 = 8,G25 SF Required 1`" 5 f �`. _Y___, • �.i f .. - /
:I
Area Required: 5% of Total Parkin Area 1 :. -- ! ;• . ' y G
g 1" I "- B BENI BENT \ BEN'
0.05'4 7,944 SF = 2,397 SF = I t °t� %� \ ,t - - -- -- 52 -- =ri- - - - -- - -- � ' BFNI
LANDSCAPING CANOPY PROVIDED: / t X
a P ovded 1 2,222 SF New Cano = 1 2 222 SF -f�i ��
Are r I = t � � �• ` t � ' ___ .__.,.(
py ( I
BENZ
Total Cano Provided - 1 2 222 SF �' ?
py - ,
i'
(Not including ex!5ting landscaping provided
within the open space and 5tormwater �- J
management pond area on TMP 32 -41 D3) I _ -32 -IV
' -
- -- .
�eil4n,a Is". �r'+ �;;' -�i►►r =.,� _:_.I.::i:� .:,..� 18 Jc�f3 NO.
,
These plans and associated documents are the exclusive property of Natural Design Concepts, 1J C and may not be reproduced in whole or in part
and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the -� -- ---• - ---- .-- .--- . -. - - -- _ 201
006
express written consent of Natural Design Concepts, LLC. .� \ Si'1EL: i NO -
30 0 30 _.._._ ._.__ .... 80...__ .._..,.... - 90- .._.. -_.. _.._ _._... -- - - .... ; ._, .__... - _....__..- - - -.. �r _ f 1 OF 1
,
Base map information (including but not limited to storm, utility, grading) has been supplied by Rummel Klepper & Kahl, LLP, Richmond Virginia r , ^t" "' 1 t O e _ J ��s -
SCALE: 1' =30 ' -- - -.._ _.._.. _..._ ..._.._._.._.. _.._.. —. _..._......_ .._... _..._ - - -• - - -'- ---- ...._...._ ...... _.._ ......... _. _..-.. - - -. _....._ ..._....._.._..- - - -- - -- ,_.. ___..._._...._. ___ ... . taA ir=-
- — -. _...
26 -FEB -2010
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LUMINAIRE SCHEDULE
Location
No.
Label
Symbol
Label Qty
Catalog Number
Description
Lamp
File
F
A 8
KIRLIN HRS-1 1182-
15-LP-45-46 FULL
FABRICATED METAL
HOUSING, FABRICATED
ONE 100-WATT
PHOSPHOR-COATED ED-
HRS-111a
V___ j
OB-1
IES DARK SIES
PATTERNED METAL
-17 METAL HALIDE,
15.1es
0.0
3
CUTOFF
REFLECTOR, FLAT
HORIZONTAL POSITION.
20.0
142.2
0.0
4
PRISMATIC GLASS
7674.5
9216.4
20.0
-53.6
0.0
ENCLOSURE (C-73).
OB-1
7694.1
8998.3
20.0
LITHONIA AS2
ARCHITECTURAL ARM-
ONE 400-WATT CLEAR
OB-1
7734.5
OA-1 I
350M SCWA
MOUNTED CUTOFF
ED-28 METAL HALIDE,
1-010100A
OB-2
7637.1
SR4SC MOUNTED
LUMINAIRE WITH SR4SC;
HORIZONTAL
0.0
8
08-2
ON 20'SSP POLE
REFLECTOR.
POSITION.PULSE START
-41.4
0.0
9
LITHONIA AS2
ARCHITECTURAL ARM-
ONE 400-WATT CLEAR
20.0
E-1
OB-1 6
350M SCWA
MOUNTED CUTOFF
ED-28 METAL HALIDE,
1-1110101A
20.0
-40.0
SR4W MOUNTED
LUMINAIRE WITH SR4W
HORIZONTAL
7526.6
8984.6
15.0
ON 20'SSP POLE
REFLECTOR.
POSITION.PULSE START
WALL
7555.3
9008.8
LITHONIA TWIN
ARCHITECTURAL ARM-
ONE 400-WATT CLEAR
13
WALL
08-2 3
AS2 350M SCWA
MOUNTED CUTOFF
ED-28 METAL HALIDE,
1-1:110101A
❑
WALL
SR4W MOUNTED
LUMINAIRE WITH SR4W
HORIZONTAL
-40.3
0.0
15
ON 20'SSP POLE
REFLECTOR.
POSITION.PULSE START
15.0
235.6
0.0
AS2 350M SCWA
ARCHITECTURAL ARM-
ONE 400-WATT CLEAR
9081.2
15.0
OC-1 3
SR3 HS
MOUNTED CUTOFF
ED-28 METAL HALIDE,
LTL1 1729.11
9125.9
- -----
15.0
---- I ------
47.0
LUMINAIRE WITH SR3
HORIZONTAL
WALL
7636.4
9099.9
15.0
REFLECTOR, BLACK
POSITION.PULSE START
19
WALL
7654.1
9077.4
INTERNAL HOUSE SIDE
49.2
0.0
20
WALL
7679.2
SHIELD.
15.0
53.1
0.0
21
LITHONIA ASW1
AERIS ARCHITECTURAL
ONE 42-WATT COMPACT
15.0
141.8
WALL 17
42TRT SR3
BUILDING MOUNTED
FLUORESCENT TRIPLE
LTI-14107.11
15.0
135.3
0.0
LUMINAIRE, SR3
TUBE, HORIZONTAL
7625.9
8967.1
15.0
143.5
(SEGMENTED TYPE 111,
POS.
WALL
7595.4
8943.5
15.0
ASYMMETRIC)
0.0
25
WALL
7568.1
8921.0
DISTRIBUTION, 1-42TRT
138.4
0.0
26
WALL
7517.9
LAMP, CLEAR GLASS
15.0
232.9
0.0
27
WALL
LENS.
8922.8
15.0
LUMINAIRE LOCATIONS
Location
No.
Label
X
Y
MH
Orientation
Tilt
1
OB-1
7458.0
9018.1
20.0
143.2
0.0
2
OB-1
7518.0
9067.9
20.0
143.2
0.0
3
OC-1
7531.6
9155.4
20.0
142.2
0.0
4
OA-1
7674.5
9216.4
20.0
-53.6
0.0
5
OB-1
7694.1
8998.3
20.0
152.5
0.0
6
OB-1
7734.5
8908.9
20.0
-19.9
0.0
7
OB-2
7637.1
8885.5
20.0
-40.7
0.0
8
08-2
7565.6
8824.3
20.0
-41.4
0.0
9
OB-2
7494.2
8906.3
20.0
-37.3
0.0
10
OB-1
7412.3
8998.7
20.0
-40.0
0.0
11
WALL
7526.6
8984.6
15.0
-40.3
0.0
12
WALL
7555.3
9008.8
15.0
-40.3
0.0
13
WALL
7576.5
9026.2
15.0
-40.3
0.0
14
WALL
7604.8
9050.6
15.0
-40.3
0.0
15
WALL
7606.7
9067.4
15.0
235.6
0.0
16
WALL
7556.4
9081.2
15.0
228.4
0.0
17
WALL
7611.1
9125.9
- -----
15.0
---- I ------
47.0
-_ -_
0.0
- ---------
18
WALL
7636.4
9099.9
15.0
53.1
0.0
19
WALL
7654.1
9077.4
15.0
49.2
0.0
20
WALL
7679.2
9048.3
15.0
53.1
0.0
21
WALL
7686.9
9023.2
15.0
141.8
0.0
22
WALL
7662.5
8997.9
15.0
135.3
0.0
23
WALL
7625.9
8967.1
15.0
143.5
0.0
24
WALL
7595.4
8943.5
15.0
139.3
0.0
25
WALL
7568.1
8921.0
15.0
138.4
0.0
26
WALL
7517.9
8956.1
15.0
232.9
0.0
27
WALL
7545.0
8922.8
15.0
228.5
0.0
28
A
7527.4
8942.8
15.0
52.8
0.0
29
A
7533.9
8935.0
15.0
52.8
0.0
30
A
7644.1
8964.7
15.0
54.6
0.0
31
A
7653.7
8953.3
15.0
54.6
0.0
32
A
7661.0
8978.4
15.0
54.6
0.0
33
A
7670.6
8967.0
15.0
54.6
0.0
34
A
7653.2
8971.1
15.0
54,6
0.0
35
A
7662.8
8959.7
15.0
54.6
0.0
36
OCA
7428.6
9070.4
20.0
142.2
0.0
37
OB-1
7612.5
9217.4
20.0
193.5
0.0
31
OCA
7530.3
9087.7
20.0
-41.8
0.0
STATISTICS
Description Symbol Avg Max Min Max/Min Avg/Min
HOLLYMEADE COMFORT
3.8 fc 25.1 fc: 0.1 fc: 251.0.1 38.0-1
NIA
UPS ARE PULSE START.
j it
;KSKIES COMPLIENT FIXTURE.
Plan View
it
U) ~ <
LU LU z
U)
F- z
n ED
0 0 Z Q'
z
0 0i
0 Z
F_ <
III w 17
Y_ (:
CK <
0 _j
w Of
LL o
_j
F_
0
j is
Designer
RLF
Date
Apr 7 2010
Scale
1 30'
Drawing No.
CIH-REV 4710
1 of 2
I
ICmb, /a,.I•.
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Nees IYw
FEATURES & SPECIFICATIONS 08 -1
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ition
al
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ORDERING INFORMATION for $honest le ad times, ConliouTo product using s tatedo ld d
- fslmple• AS2 211 OSIaD a T IR W SoCwW n is bd)'
3 M BlNW ISCWA .
j Wauale' Y.u1r NyN OoN., rarw°
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I
_ _ ___- _. __ _ .___.- ___
two N�,i
11 \�Il \, tc«as 1895
Features and Options
ifw
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HANDHOLE ORIENTATION I$: aura Wlrnrsf
E -Lamp "Pulse Start"
'
ray I.W> Ir.14. CAv a•SVYIN IOUse
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Concrete Pour
Md
,
CON$nUCnON - WeNa6NindQ hatraat0. cases 1,rra4ry ,.I;.
nnl 1.1 r•
Downright: 50 to 100
Watt
1
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• Op Tonal tt and lender s AWJwrr
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Wenagak.
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SQUARE STRAIGHT STEEL
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THE ICIRLf7Y COMPANY
3401 EAST JEFFERSON AVENUE • DETR017. MICHIGAN 49207 -4232
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FEATURES & SPECIFICATIONS
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Performance at a Glance
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FEATURES & SPECIFICATIONS
comfiwx NN - W"bi. We". "Melt,, con mrrwl Queens -toll
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-
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ryas laeu4r I1it01N. Yl P.nal Me. 0447JM Cmb Pala. Us- SNIT AlekllsolY(M AT" 4, Roadway LYalimelows i
nation - Statists Mob it dolt aouf plrywur pweN 11.14. Adult to N w
arMn't ed io,on In wvkl:e;... vrww,klh.ni. "Fifana.Ha. ��_/
OMRAI f STEM - An diosl IItt.Aad alaCwn rev SeaN4r -Mans w L j
,N oNXd, UNO.. tltw. Nar leanest Wome... and an lo-L. ay.l I
11 tl� rail k 1 II Irca1 I
I.r,eAan se4, fit• III .4 A wise• e h wyl
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,era V,,e V l.r..w•t mu.Nl I
ELICtRICAL SYSTEM -- 90 41L C6ulanl 11144. •wdnativ m•.. Mo— METAL HALIDE 175W -4WW 1
11.14.' Sap. CWA irilaa man b,s.U, 4e% NliciN, alld LIIA ti.MSle HIGH PRESSURE SODIUM: 2OW40OW
ao..91.a1. N (wand k1 ITS 40MV ISCWA .01.11) 101 05 Ihi,nM. tear ID' l0 35' Mounting
CAR. NOM u INII npaiNU (a "to tart flNpmuu 009;14 of do US I
PAirman hN4n ISCVIAI oubcoll kr ZM. 370W, as 7101'1. Ialal N TOY% SP•cif".XOM
14dwY ill". AN SaMma M manses on • nmOabm Pa- pay fah I i
INI t•w Iwo red haw F'soda 1.0.6 d..,. -t WIN- EP 1 11 NI N -
Sad•. /•atN•4, Mnamly ....IN, rift , M.. ea,lal 1Ah pp., Lei yH 2S6 (72.61 I
al -NOT oar IMX M tan4r tom. -'===I
X OIwO fw t W. Dt: 17.1 U4V
Ion. � f 1""r' -"'
INSTALLATION .n1a010 ant lot pale Dr 11 ..unFnp, UVIun' Cu Nh'X3(2101
..mill..bitti. •n INN. 4D We 119.71y) i
LISTING -- U(lisle+IsMAJ,11 C.RCeM tdiase OPLNN.U,hekd M'1rf, •w.gly. ".11aw. /n.•. {ts lw.an !
a..Wnt ,nd Wr tasu I. IPr Read :
NOTI G- ta'a'M. ea;}n.e'A.w. Ndnlw aorta. N. Nr...0 ,due h ✓ ✓a•mnlw4.I Ilb-1 .t +µ,are '
{
ORDERING INFORMATION Foe sh ossist load times oonf 2m4 piodact Using Nandwd 000641 Ishown in bold). j
M T C A PA LPI
Example AS 250 SR3 D S W S
a
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1•
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1194 Espy CIV. G r1•n a W.M. tit Ila 117. -
mm-. xl M•N -.1. Im YIMA av wR.•t•wr4 Get CI «coal P 44E
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• . A.9uw wean •ant," ..' IC I.: No tm OMI too ias
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N $191 4•.•.....r, •n U. Ile Irn,NV 'i97•WIA 1•..•Ow• i.,r,YN' I
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. w1 . Me.a •a r .<t•a..a '
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4 MA51w AfTA110 ASIS M AStA3A ASIA= A$rAM j
...1 ..NaIW. AA4 vxYN i•.•w 1
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IA L /THON /.4 L /GHT /NG•
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FEATURES & SPECIFICATIONS
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FEATURES &SPECIFICATIONS
ASW1
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swm alma wish a .Yin,mun M�e11 of SSDfA un IW-wYwl, 50,100 psi 17-
METALHAl10E
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uu'INI
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P a• au v.uaW .1calca 1•Iaalen b ✓ 4 n r• 4 aWU0
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..w.�w..... nrwcr,lY•• u •-
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taro Will: auacmnnl u.•w.
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FINISH - Carl O:NUt 10081 o fear dxeol t nd 10. I,rr N[h1YC-
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ORDERING INFORMATION Lead 7mIVS wit• vary deptlndag on options wlected. Consul( vAlh your sales reprowlda(rvo.
)1x17 ( rV '1 Ilt.f 4•.L
1 Iw A1uMe Wr<.rp., AwtNrx
I IC GA)OCI1.Ix.NltaSfaxn.a•nl, ,,btdwpCr, AV'TKnvr. MUpllary
Example: SSS 20 5C DM19 UUH
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Nonud than Mu auuf
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with:..•I.IaO,y A1elYr, Alq t•Y -✓N, Ilk Mnp WVn
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FEATURES & SPECIFICATIONS
' y1ALL
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No vwi•
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Rachel Iwa<:t tsbnca•0 bur, bn rn1le 1416.1 mml was wnfamrp lu
ra►U.�bOmDN•INndaxia Y.,.wDAywn %..Mat P r,.:nC L,n
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ORDERING INFORMATION teal tmQ *it vary kydrNlaly a1 Options adUCled. Eonxwm yea So WS IL 1 < .Sal U
OROUNfING - PlMwsn Na:N ,mnvdwudy mNN hacdnd. nn. Olwnn
txarlq)1u ASW 3 hx)1J. SRZ 120 51 I Ill
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Designer
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Date I
Apr 7 2010 ,
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Scale I
1 " =30'
�I Drawing No.
CIH -REV 4710
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I 2of2