HomeMy WebLinkAboutSDP200500149 Plan - Other (not approved) 2005-12-27 (3)Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.01 HTC BLOCK 3 PRELIM INARY\dwg\510601 C-7.dwg
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TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION
CESlGNED BY: PROJECT: REVISION NUMBER:
F =, DMJ HOLLYMEAD TOWN CENTER �
ENGINEERS DRAWN BY: AREA C. BLOCK 3 - PHASE I
SURVEYORS PRELIMINARY SITE PLAN DRAWING NUMBER:
V JLC
D NSEN PLANNERS TITLE:
REVIEWED BY: COVER SHEET
C—
r° No. 114
ASSOCIATES DMJ
��,,A �►�' SHEET NUMBER:
�`` 147 MillRidgcRoad 1402Greenbrier Piece
Lynchbury,VA24502 chuA,xtexvale,va22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE:
Phonc:434.582.6175 Phone: 434.984.2700
ONAL www.wwacsociatcs.nct 510604(-1 1
205106.04 CIVIL N/ANOTED
V: 4111106
PROPOSED
PARKING
EQ. #
TOTAL
SD1juD,-,2,005,-,000149
JI SITE
DATA:
8
SITE GRADING AND UTILITY PLAN
WATER CLOSETS
91
PROPOSED/APPROVE
MAX, SQ, FOOTAGE
NUMBER OF DWELLINGS
MAX. DWELLING
OWNER/APPLICANT+
POST OFFICE LAND TRUST
SQUARE FOOTAGE TO
PERMITTED BY
BLOC
PROPOSED/ APPROVED TO
UNITS PERMITTED BY
7
OF
8
PH❑T❑METRIC PLAN
C/❑ C.W. HURT CONTRACTORS, LLC
3
DATE VIA SDP
BY CODE
ASSISTED LIVING
DATE VIA SDP
BLOCK BY CODE
28
PRASE I
P.O. BOX 8147
WASHER (COMMERCIAL)
2
I
FUTURE
r
CHARL❑TTESVILLE, VIRGINIA 22906
BLOCK I
NO SDP SUBMITTED
55,000
NOT PERMITTED
ATTN+ KATURAH ROELL
(434) 979-8181
PHASE 11
FUTURE
BLOCK II
NO SDP SUBMITTED
70,000
II
NOT PERMITTED
TOTAL
28
REQUIRED
,.,. StiA1 kr
ENGINEER+
WW ASSOCIATES, INC.
BLOCK III
PROPOSED
50,000
PROPOSED
40
�
�
1402 GREENBRIER PLACE
III
� r
CHARL❑TTESVILLE, VA. 22901
BLOCK IV
NO SDP SUBMITTED
80,000
NO SDP SUBMITTED
30
Btocxs
ATTN+ DAVID M. JENSEN, P.E.
(434) 984-2700
BLOCK V
NOT PERMITTED
--
42
50
IV
•° •6 ��=
INSPECTIONS
INDEX
❑ F SHEETS
''"�
SOURCE OF SURVEY+
RIVANNA ENGINEERING AND SURVEYING, PLC
V
BLOCK VI
NO SDP SUBMITTED
95
N/A
+88
NOT PERMITTED
ARB
AREA�,G
�"`'
'• b�tlt,,
SOURCE OF TOPOGRAPHY,
RIVANNA ENGINEERING AND SURVEYING, PLC AND
SUPPLEMENTED BY FAULC❑NER CONSTRUCTION CO, INC.
470 VPD
BLOCK VII
NO SDP SUBMITTED
25,000
NOT PERMITTED
--
,¢� ` `'�
COUNTY, STATE,
ALBEMARLE COUNTY, VA,
SPECIAL USE PERMIT SP -98-43, SP -2005-00032
VI
` �A�,�
MAGISTERIAL DISTRICT+
RIO
BLOCK VIII
NO SDP SUBMITTED
76,000
NOT PERMITTED
TAX MAP REFERENCE+
TAX MAP 32 PARCEL 41D
BLOCK IX
27,252
40,000
NOT PERMITTED°,°^'
DRAWING NO,
r* �
N0.
ZONING+
PD—MC1 ENTRANCE CORRID❑R OVERLAY DISTRICT
NOTES+
itiar@RFORGWAY
YARD REQUIREMENTS=
THIS PLAN IS IN CONFORMANCE WITH
VII
ZMA 01-20 (AREA C) APPLICATION
TOTALPROPOSED
27,252
42
C-1
1
OF
18
COVER SHEET
PLAN AND PROFFER #1
SQ. FT.,
VICINITY MAP
BUFFER ZONE,
N/A
MAX, SQUARE
FOOTAGE FOR AREA
275,000
MAX, DWELLING UNITS
FOR AREA C
120
SCA4LE+ 1'= 2000'
MAXIMUM STRUCTURE HEIGHTS
2-5 STORIES PER ZMA 01-20
VIII
(AREA C) CODE OF DEVELOPMENT
2. THE SITE IS LOCATED IN DRAINAGE AREA DA—U.
SQUARE FOOTAGE
REMAINING DWELLING
EXISTING USE,
VACANT
HEALTH DEPARTMENT
REMAINING FOR
247,748
C-2
UNITS FOR AREA C
78
'8
GENERAL NOTES
PROPOSED USE,
ASSISTED LIVING (84 UNITS)
27252
AREA C
123
243
+120
4
2. FIRE FLOW (PER ACSA), FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 250 FEET
1000 ASF
WATER RESOURCE AREA,
COMMUNITY DEVELOPMENT AREA
C-3
3
OF
8
PROFFERS AND APPLICATION
PLAN
DISTANCE IS 4006 GPM @ 20 PSI.
'
RESERVOIR WATERSHED+
NONE
"B" - HOLLYMEAD TOWN CENTER
TOTAL
246
WATER SUPPLY PROTECTION AREA,
NONE
C" OVERALL PARKING TABULATION
SITE AREA,
1.31 ACRES
3. ALL VIEWS OF EQUIPMENT AND ACCESSORY STRUCTURES FROM THE ROUTE 29 NORTH EC
BUILDING AREA,
69,086 GSF
C-4
4
OF
8
EXISTING SITE CONDITIONS
& DEMOLITION PLAN
SHALL BE ELIMINATED.
TABLE "C" - HOLLYMEAD TOWN- CENTER
BUILDING CONSTRUCTION CIBC)+
TYPE iB (ASSISTED LIVING)
U/S,F.
RATIO REQ
F SPACE
ROVIDED
PACES
C-5
5
USE GROUP (IBC),
I-2 (ASSISTED LIVING)
SITE LAYOUT PLAN
FIXTURE TYPE ASSISTED LIVING BLDG
AREA "C"
PARKING TABULATION
FOR PHASES I & II
APPROVALS
DATE
IMPERVIOUS AREA,
1,10 ACRES
DEPARTMENT ❑F COMMUNITY DEVELOPMENT
LAVATORY 172
PERVIOUS AREAS
0.21 ACRES
PARKING REQUIRED
28 SPACES SEE TABLE 'C'
REQUIRED
#SPACES
PLANNER/ZONING
SINKS 13
PARKING PROVIDED,
33 SPACES ❑F WHICH 4 ARE VAN ACCESSABLE HANDI CAP SPACES
Tabte C
Table C
28
33
+5
1
ENGINEER
LOADING SPACES PROVIDED,
1
PARKING/CIRCULATION AREA+
0.46 ACRES
BEDS
SERVICE SINK 5 RECEIVED
OPEN SPACE,
0.21 ACRES
=
WASHER (RESIDENTIAL) 1
C-8
8
OF
8
LANDSCAPE PLAN
LAUNDRY TUB 2 APR � � Zi"!�S
DRINKING FOUNTAIN 0
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT ❑F TRANSPORTATION
SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER ST❑RMWATER MANAGEMENT FACILITY
TABLE
AREA "
PHASE
PROPOSED
PARKING
EQ. #
TOTAL
NET
❑ADING
OF
8
SITE GRADING AND UTILITY PLAN
WATER CLOSETS
91
BLOCK
C-7
7
OF
8
PH❑T❑METRIC PLAN
BATHTUBS
3
ASSISTED LIVING
84
1 PER
28
PRASE I
WASHER (COMMERCIAL)
2
I
FUTURE
PHASE II
PHASE 11
FUTURE
5. BACKFLOW PREVENTI❑N REQUIRED.
II
COMINIUNI I Y DEVELOPMENT
TOTAL
28
REQUIRED
III
IV
INSPECTIONS
INDEX
❑ F SHEETS
ESTIMATED TRAFFIC GENERATIONS
V
42DU
2.25/DU
95
183
+88
N/A
ARB
470 VPD
SPECIAL USE PERMIT SP -98-43, SP -2005-00032
VI
DEPARTMENT OF FIRE RESCUE
DRAWING NO,
SHEET
N0.
TITLE
NOTES+
VII
C-1
1
OF
18
COVER SHEET
1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE
VIII
2. THE SITE IS LOCATED IN DRAINAGE AREA DA—U.
HEALTH DEPARTMENT
C-2
2
OF
'8
GENERAL NOTES
IX
27252
4.5 PER
123
243
+120
4
2. FIRE FLOW (PER ACSA), FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 250 FEET
1000 ASF
C-3
3
OF
8
PROFFERS AND APPLICATION
PLAN
DISTANCE IS 4006 GPM @ 20 PSI.
TOTAL
246
459
+213
5
3. ALL VIEWS OF EQUIPMENT AND ACCESSORY STRUCTURES FROM THE ROUTE 29 NORTH EC
C-4
4
OF
8
EXISTING SITE CONDITIONS
& DEMOLITION PLAN
SHALL BE ELIMINATED.
TABLE "C" - HOLLYMEAD TOWN- CENTER
4. NO, FIXTURE UNITS+
C-5
5
OF
8
SITE LAYOUT PLAN
FIXTURE TYPE ASSISTED LIVING BLDG
AREA "C"
PARKING TABULATION
FOR PHASES I & II
LAVATORY 172
DU/S.F
REQUIRED
#SPACES
SINKS 13
SHOWERS 84
BEDS
SERVICE SINK 5 RECEIVED
WASHER (RESIDENTIAL) 1
C-8
8
OF
8
LANDSCAPE PLAN
LAUNDRY TUB 2 APR � � Zi"!�S
DRINKING FOUNTAIN 0
PHASE
USAGE
PROPOSED
PARKING RATIO
REQUIRED
C-6
6
OF
8
SITE GRADING AND UTILITY PLAN
WATER CLOSETS
91
C-7
7
OF
8
PH❑T❑METRIC PLAN
BATHTUBS
3
ASSISTED LIVING
84
1 PER
28
PRASE I
WASHER (COMMERCIAL)
2
FUTURE
PHASE II
PHASE 11
FUTURE
5. BACKFLOW PREVENTI❑N REQUIRED.
COMINIUNI I Y DEVELOPMENT
TOTAL
28
REQUIRED
NO. I REVISION I BY I DATE I NO. I REVISION I_ BY
OF 8
Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.04 HTC Block 3 Phase I Preliminary\510604(-1.dwg
MISCELLANEOUS NOTES
1. THIS PLAN IS TO BE USED FOR PRELIMINARY SITE DEVELOPMENT PURPOSES ONLY.
2. SOURCE OF TITLE:
THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO
POST OFFICE LAND TRUST, BY THAT CERTAIN DEED DULY ON RECORD
IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE,
VIRGINIA IN D.B. 1661 PG. 116. THIS PROPERTY IS INDICATED AS TAX MAP 32 PARCEL 41D.
3. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "C" ON FEMA
FIRM MAP 510006 0125 B, DATED 12/16/80.
4. THE TOTAL AREA OF THE PARCEL OF LAND AS SHOWN IS 3.31 ACRES. THE
BOUNDARY AS SHOWN HAS BEEN DETERMINED BY RIVANNA ENGINEERING
AND SURVEYING, PLC DECEMBER 2005.
5. THE EXISTING TOPOGRAPHY IS BY RIVANNA ENGINEERING AND SURVEYING, PLC AND
SUPPLEMENTED BY FAULCONER CONSTRUCTION Co. INC.
6. THE EXISTING ZONING FOR THIS AREA IS PD -MC, EC.
7. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER PROVIDED BY ALBEMARLE COUNTY
SERVICE AUTHORITY.
8. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO
CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO
HIS OWN SATISFACTION.
ABBREVIATIONS
BC
BACK OF CURB
BM
BENCH MARK
BO
BLOW OFF
C/C
CENTER TO CENTER
C G
CURB AND GUTTER
CIP
CAST IRON PIPE
CL
CENTER LINE
CMP
CORRUGATED METAL PIPE
CO
CLEAN OUT
CONC
CONCRETE
CY
CUBIC YARDS
DIA
DIAMETER
DIP
DUCTILE IRON PIPE
EL
ELEVATION
ELEC
ELECTRIC
EX OR EXIST
EXISTING
FH
FIRE HYDRANT
FHT
FIRE HYDRANT TEE
GFS
GROSS SQUARE FEET
HB
HORIZONTAL BEND
HC
HANDICAP
INV
INVERT
IPF
IRON PIN FOUND
IPS
IRON PIN SET
LF
LINEAR FEET
LT
LEFT
MH
MANHOLE
NTS
NOT TO SCALE
NOTES:
O.C.
ON CENTER
PE
POLYETHYLENE
PROP
PROPOSED
RCP
REINFORCED CONCRETE PIPE
REQ'D
REQUIRED
RT
RIGHT
R/W
RIGHT OF WAY
SD
STORM DRAIN
SHC
SEWER HOUSE CONNECTION
SMH
SEWER MANHOLE
SS
SANITARY SEWER
ST
STORM
STA
STATION
STD
STANDARD
S/W
SIDEWALK
SWM
STORMWATER MANAGEMENT
TBA
TO BE ABANDONED
TBR
TO BE REMOVED
TC
TOP OF CURB
TYP
TYPICAL
UG
UNDERGROUND
LION
UNLESS OTHERWISE NOTED
V
VALVE
WL
WATERLINE
W/M
WATER METER
WW
WOVEN WIRE
YDS
YARDS
1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING
THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK
ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, ARE ONLY
APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE
LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
"MISS UTILLITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER
MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE.
THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED
OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT
FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. BACKFLOW PREVENTION REQUIRED.
10. ALL WATER METERS ARE TO BE SIZED BY THE ALBEMARLE COUNTY SERVICE AYTHORITY.
GENERAL UTILITY NOTES
1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY
GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED.
THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR
TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES
TO HIS OWN SATISFACTION.
2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN
FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG
TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE
EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS,
DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO
BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY
INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO
PURCHASING OR ORDERING ANY PRECAST STRUCTURES.
3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY
FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO
BE INSTALLED ACCORDING TO COUNTY STANDARDS.
4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE
A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE
ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS.
NO. I REVISION I BY I DATE I NO.
5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH
VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED
ON THE DRAWINGS.
6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED
BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO
SECURE ACCEPTANCE OF ALL UTILITIES.
7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI
CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219.
8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE
MADE WITHIN TEN FEET OF ANY FIRE HYDRANT.
9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'.
10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS
MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED
OTHERWISE OR NOTED ON THE PLANS.
11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION
AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO
OTHER FACILITIES.
12. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS
PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED
TO NOT LESS THAN 959 OF MAXIMUM DENSITY; IN ACCORDANCE
WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10,
AND 200.02 PER P.F.M.
13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN
ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND
SEWER CONSTRUCTION SPECIFICATIONS.
14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS
OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY
SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS.
GENERAL NOTES
1. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED,
AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS,
ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND
PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE
MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS.
COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE
CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED
FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487,
CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM
D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12,
AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200
SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP
WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140,
NO. 200 SIEVE.
2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND
BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER
CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL
SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS.
3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH
PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE
CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY
ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE
DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE
DENSITY OF THE ADJACENT SOIL.
4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS
FINISHED TO AVOID UNNECESSARY ADJUSTING.
5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN
SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE
SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
6. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY
OWNED AND MAINTAINED.
7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER
GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO
CONSTRUCTION OF SUBBASE AND/OR PAVING.
8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC,
TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE
LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC
WATER MAINS AND SANITARY SEWER.
9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE
PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY
STANDARDS AND SPECIFICATIONS.
10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED
OTHERWISE ON PLANS.
11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD
FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA
REQUIREMENTS.
12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO
KNOWN GRAVE SITES ON THE SUBJECT PROPERTY.
13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION
WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT
APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS
THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT.
14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO
ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES.
COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW
ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR
REFERENCED IN THE RECORDED EASEMENT.
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF
PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START
OF ANY CONSTRUCTION.
BY I DATE
G
yrmS W°
No. 1411
ONAL
4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL
EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN
COMPLETED, INCLUDING UTILITY POLES.
ROADWAY CONSTRUCTION NOTES
1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE
CONTRACTOR.
2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH
CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING
SETTLEMENT AS DETERMINED BY THE ENGINEER.
3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE
STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED.
4. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE.
5. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS
SPECIFIED OTHERWISE.
6. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25.0 (VDOT)
UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON
APPROVED PLANS.
7. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE
ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON
THE FINAL PLANS AND PERMITS.
8. CONTRACTOR TO GRIND OR MILL EXISTING PAVEMENT AS REQUIRED
TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED
CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE
BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE.
9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF
THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO
PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING
OF ANY WATER IN THE ROADWAY.
10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT,
FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. PAINT SHALL MEET
REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231.
11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING
FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL
NOT EXCEED A MAXIMUM SLOPE OF 12:1.
12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE
RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO
CONSTRUCTION.
13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND
UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR
ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY
MAINTAINED.
14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT
STANDARDS.
SITE PLAN NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY
AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS
AND SPECIFICATIONS.
2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING
CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED
PLAN.
3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND
COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS
NECESSARY, TO MATCH FINISHED GRADES.
4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY
OWNED AND MAINTAINED.
5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE
PRIVATELY OWNED AND MAINTAINED.
6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE
CONSTRUCTED IMMEDIATLEY FOLLOWING CLEARING AND GRUBBING.
7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER
ALBEMARLE COUNTY CODES.
8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS
ON BOTH SIDES.
9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 6 FEET WIDE UNLESS
OTHERWISE NOTED
10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND
DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT
ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION
DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN
RISK.
ALBEMARLE COUNTY ENGINEERING - GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED
FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT). THIS PLAN AS
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT.
WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL
CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS
OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE
WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO
ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE
REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE
OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE 'VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES".
7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
PIPE - CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
I ct-2ckin
EXISTING NEW DESCRIPTION
-435 - -435- CONTOUR INTERVAL AS
INDICATED ON SITE PLAN)
+56.1 +56.1 SPOT ELEVATION
i1 rYYY1 TREE LINE
X X DEMOLISH EXISTING
UGT CENTER/EDGE OF STREAM
FENCE AND GATE
EDGE OF PAVEMENT
-- -- PROPERTY LINE/RIGHT OF WAY
-.._.._..--.._.._..- EASEMENTS
-- CG -2 HEADER CURB
CURB AND GUTTER
-,-�- OVERHEAD POWER
SSAND/OR TELEPHONE
------- ------- SANITARY SEWER
sEo PEASNTEEND WALL,NIDICD
- - - - 8" W - WATER LINE
TW .-_- TRAFFIC WIRE
YGE UGE- UNDERGROUND ELECTRICAL
- tom- --UOT - UNDERGROUND TELEPHONE
ABANDONED OR REMOVED
UTILITY
�] 0 STRUCTURE
C
FHS
IFDC
WATER METER
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
0
0
SANITARY MANHOLE
O
O
STORM MANHOLE
DRAWING NUMBER:
C- 2
C
CURB DROP INLET
-eco
-eco
SANITARY CLEAN OUT
LIGHT POLE
SHEET NUMBER:
2 OF 8
147 Mill Ridge Rod 14M Grembdw Ph=
Lynahbuig,VA24502 CmrWftffvftvA=01
Pheme:4#582.6175 Phone: 4349842700
�. na
TELEPHONE POLE, WITH GUY
WWA NUMBER:
205106.04
AND ANCHOR
_0_
-
POWER POLE
�-
SIGN
0 IRON PIN
A CONCRETE SIDEWALK
QNUMBER OF STANDARD PARKING SPACES
BM BENCHMARK
LIMITS OF CLEARING AND GRADING
O STOP SIGN
0 STREET NAME SIGN
NOTES: 1. THE SIZE OF THE SYMBOLS
MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS
SHOWN MAY NOT BE USED.
WA,
fmENGINEERS
SURVEYORS
PLANNERS
DES>'GrvEDMJ:
PROJECT:
HOLLYMEAD TOWN CENTER
AREA C, BLOCK 3 - PHASE I
PRELIMINARY SITE PLAN
REVISION NUMBER:
DRAWN BY:
JLC
DRAWING NUMBER:
C- 2
TITLE:
GENERAL NOTES
fZEOEWED BY:
ASSOCIATES
DMJ
SHEET NUMBER:
2 OF 8
147 Mill Ridge Rod 14M Grembdw Ph=
Lynahbuig,VA24502 CmrWftffvftvA=01
Pheme:4#582.6175 Phone: 4349842700
�. na
WWA NUMBER:
205106.04
FILE NAME:
510604C-2
DISCIPLINE:
CIVIL
SCALE:
v: NIA
DATE:
4111106
Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.04 HTC Block 3 Phase I Preliminary\510604C-2.dwg
ZMA-01-20
PROFFERS
Holly mead 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"). 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 Narrative, 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 drive-through 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 necessary.
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 Timbavmod 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 of the
ZMA-01-020
Hollymead Town Ce row Area C
Attachment E
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 4 1 A 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 tum 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 tum movements shall be signaled at the intersection of Route 29 and
Timberwood Boulevard, as approved by VDOT. The existing intersection exiting
Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous
right turn lane and add a through lane according to the final design in the previous
paragraph.
D. The Owner proffers to dedicate land and construct a third through lane on Route 29
(consisting of lane width, shoulder and drainage improvements) southbound from the
entrance road, (Timberwood 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 41 A 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.
ZMA-01-020
Ho%Tnead Town Caltex - Area C
Attachment E
The road improvements listed in proffer 2 A, 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 certificate of occupancy for Area C improvements
(except as otherwise provided in proffer 2F). The width, length, location, (inside
median or outside existing pavement), type 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 approved 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 Area 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 improvements 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
ZMA-01-020
Hollymead Town Center Area. C
Attachment E
shall contribute the unpaid balance within 30 days upon the request of the County. If the
fund is not exhausted within 10 years from the date the last contribution is made, such
unexpended funds shall be refunded to the Owner.
6. Upon the request of the County, for any parcel used for non-residential purposes in the
portion that is currendy zoned Light Industry that will be rezoned to PDMC the Owner shall
petition for and consent to a Community Development Authority (" CD A") established
pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the
purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging,
extending 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 Plan, to the South and across the Rivanna River to connect to Berianar Drive.
Submitted as of the 25h day of July 2003, by: Post Office Land Tnast
t
By:
Charles W. Hurt, Trustee
o�
BY11
--,d ,`
11
Shirley L. ism, Tirt�►Stec
DESIGNED BY PROJECT: REVISION NUMBER:
OP � DMJ HOLLYMEAD TOWN CENTER
n — ENGINEERS DRAWN BY: AREA C, BLOCK 3 - PHASE I
I" !� F SURVEYORS JLC PRELIMINARY SITE PLAN DRAWING NUMBER:
D 1D M. JENSEN fAPLANNERS TITLE:
No. 11484 REVIEWED BY: PROFFERS AND APPLICATION PLAN C— � j
�o .ASSOCIATES DMJ
147 Mill Ridge Road 1402cnenbrierPlace SHEET NUMBER:
Lynchbugr,VA24502 ch.rlonesvl"e.VA22%1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DAT511/06
E:
Phone: 434.582.6175 Phone: 434.984.2700
N0. REVISION BY DATE N0. REVISION `4r�NAL �' WWW.,uvaaaociatos.nct 205106.04 510604C-2 CIVIL H N/A T 51 1 /06 3 OF 8
- --- - - BY DATE - V: N/A
Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.04 HTC Block 3 Phase I Preliminary\510604C-3.dwg
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NO. REVISION BY DATE N0. REVISION BY DATE
Curve
Radius
Tangent
Length
Delta
Chord
Chord Bear.
C50
276.00'
45,50
90.19'
18'43'24"
89.79'
S 57743 23 W
C51
32.50'
29.22'
47.60
_83'54'38"
43.46'
N 71'10'08" W
C52
523,50'
91.74'
181.63'
19'52'45"
180.72'
N 07'42'46" W
C53
67.50'
61.85
100.14
85'00'00"
91.20'
N 01'13'14" W
C54 1
766.50'
1 30.82'
61.60'
4'36'17"
61.59'
S 39'45'00" W
Course
Bearing
Distance
L28
S 66'30'54" W
12.07'
L29
S 67'05'05" W
12.77'
L30
S 71'46'50" W
56.41'
L31
N 41'37'02" W
39.33'
L32
S 48'22'58" W
7.76'
L33
N 41'37'02" W
25 .65'
IF I HIS DRAWING IS A
REDUCTION GRAPHIC
SCALE MUST BE USED
SCALE: 1 " = 30'
30' 0 30'
DESIGNEDREVISION NUMBER:
DMJ PROJECT: HOLLYMEAD TOWN CENTER
ENGINEERS DRAWN BY: AREA C, BLOCK 3 - PHASE I
SURVEYORS JLC PRELIMINARY SITE PLAN DRAWING NUMBER:
V DAD JENSEN a PLANNERS TITLE:
84 REVIEWED BY: EXISTING SITE CONDITIONS C-4
No. 11
ASSOCIATES DMJ & DEMOLITION PLAN
147MiURidpftW 14azGmmbriarPLoe SHEET NUMBER:
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ENGINEERS DRAWN BY. AREA C. BLOCK 3 - PHASE I
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No 3 1 4 ASSOCIATES Dmj UTILITY PLAN
- 01p I Rmd 1402 Or"Arier P]m DISCIPLINE: ATE: SHEET NUMBER:
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1 0 Phom: 434,582,6175 Phow. 434.9942700 H: 1 "=30'
REVISION BY 1 DATE-1 -10� L - - WWW.Wwalmodatmind . 205106.04 . 510604C-6 CIVIL V. NIA 4111106 6 OF 8
NO. I REVISION I BY � DATE I
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Drawing Path: M:\205106 Hollymead ]own Center Flock 6\2051 Ub.04 H I C block 6 Phase I Preliminary\51 UbU4C— /.dwg
UfUWlrlg P"UC(l: IVI: \LUJ I VU rlUlly(fICUU 1UWII I,CIIICI DIUUK fl I1, DIVI.K J rIIUJC 1 f CIII I III IVIy \J I VVV`tu-U.UWIj
ROSEWOOD VILLAGE
500 GREENBRIER DRIVE
CHARLOTTESVILLE, VA 22901
Tel. 434.975.5079
DSI ARCHITECTS
2690 W. DUBLIN-GRANVILLE RD.
COLUMBUS, OHIO 43235
Tel. G 14.718.9890
Fax. G 14.718.9891
WWW. D5IARCH ITECT5.COM
SHIRK & O'DONOVAN
STRUCTURAL ENGINEERS
9GO KING5MILL PARKWAY, SUITE 201
COLUMBUS, OHIO 43229
Tel, G 14.43@.6465
Pax. G 14.43G.G485
MAIL@5HIRKODONOVAN.COM
POINT ONE DESIGN, INC.
MECHANICAL ENGINEERS
933 N. HIGH STREET
WORTHINGTON, OH 43085
Tel. 614.540.3500
Fax. G 14.540.3502
COLUMBU5@POINTONEDE5IGN.COM
SITE/CIVIL
ARCHITECTURAL
EX15TING 51TE PLAN
51TE PLAN
GROUND FLOOR PLAN
FIRST FLOOR PLAN
5ECOND FLOOR PLAN
ThIRD FLOOR PLAN
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
INDEX OF DKAWING51
LAGE
ENTER
G
TABULATION OF LIVING UNITS
# of UNITS SCU ALU BEDS
Gnd FLOOR
0
0
0
0
1 st FLOOR
28
19
9
,28'$6
2nd FLOOR
28
0
28
agD
3rd FOOR
28
0
28
2$'B0
Total
84
19
65
,8d 6
W
Lu
O
# OF PARKING OPEN SPACES: 32
SEE SHEET L I FOR LOCATION MAP
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