HomeMy WebLinkAboutSDP200600025 Plan - Approved 2006-04-28SITE DATA
DRAWING INDEX
GENERALWATER & SEWERCONDITIONS
MINOR SITEPLAN AMENDMENT FOR
LEGAL REFERENCE: TM 32 PARCELS 42B, 42D, 42E, 43, 43A S1 of 16 COVER SHEET
S2 of 16 SITE PLAN 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
SOURCE OF TITLE FOR PARCELS: REFER TO PARCEL PLAN (NO CHANGE) AUTHORITY OFFICIALS AT THE START OF THE WORK.
(NO CHANGE) 2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL
OWNER: REFER TO PARCEL PLAN(NO CHANGE) UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
11 0_9 *11111IS POOOODEVELOPER: 1111S (NO CHANGE) 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY
I IOLLYME AD TOW.,L CENI El R HOLLYMEAD TOWNCENTER, L.L.C. (NO CHANGE) ON JANUARY 15, 1998.
8618 WESTWOOD CENTER DRIVE, SUITE 300 (NO CHANGE) 4. DATUM FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY.
VIENNA, VA 22182 (NO CHANGE)
(NO CHANGE) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
ICE AREA ZONING: PD -MC PLANNED DEVELOPMENT -MIXED COMMERCIAL (NO CHANGE) 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE
EC ENTRANCE CORRIDOR0`001010 (NO CHANGE) HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
B1!0, - = _ • - !• #� , (NO CHANGE)
REGIONAL SERV SOURCE OF BOUNDARY SURVEY: PLAT BY RIVANNA ENGINEERING & . ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
(NO CHANGE)
7
SURVEYING, PLC. (NO CHANGE) 8. ALL WATER METER SIZES AND LOCATIONS SHALL BE SUBJECT TO THE APPROVAL OF THE SERVICE AUTHORITY.
TM 32 PARCELS 4 1 D 42A 42C 43 & 44SOURCE OF TOPOGRAPHY: AERAIL SURVEY PERFORMED BY LOUISA AERAIL (NO CHANGE) 9. BACKFLOW PREVENTION DEVICES ARE REQUIRED ON ALL DOMESTIC WATER SERVICES LINES AND FIRE SPRINKLER LINES.
SURVEYS. USGS DATUM (NO CHANGE)
BENCHMARK: NAIL NEAR ENTRANCE BEHIND ANCHOR A
TM 46 PARCEL 5 ELEV = 534.59
BUILDING SETBACKS:
ROUTE 29 R/W: 30'
RIO DISTRICT ALBEMARLE COUNTY VIRGINIA TOWN CENTER DRIVE: 30'
SIDE YARD: NONE LEGEND
i REAR YARD: NONE ALBEMARLE
COUNTY
ENGINEERING
REAR ADJACENT TO RESIDENTIAL: 35' A WAIVER OF THIS REQUIREMENT
............................... ---.-....-----...................----------------................------------...-----------....._....------------------------ --------------------------------------------------------------..... ---- --- -- - - ..-......_...._ .... ---------------------------------------------------------------------------------- .. Benchmark
... ............................. . . ---...............................- - - - -- HAS BEEN APPROVED. 500 Exlsting IElevation/Contour GENERALCON TS R TIUC N0 NOTES..
--W/E-- Existing Waterline x50.0 Proposed Spot Elevation
PARKING SETBACKS: --0/E-- Overhead Electric 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM
PROFFERS & SPECIALUSE PERMIT ROUTE 29 R/W: 10 500 Proposed Contour THE VIRGINIA DEPARTMENT OF TRANSPORTATION V.D.O.T.. THIS PLAN AS DRAWN MAY NOT ACONDITIONSCCURATELY R F( ELECT THE RE UIREMENTS F TH Q 0 E PERMIT. WHERE ANY DISCREPANCIES OCCUR
TOWN CENTER DRIVE: 10' e Power Pole THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
ZMA-2001-019. Hollymead Town Center, Regional Service Area B Heavy Duty Road Paving
Pursuant to Section 33.3 of the Albemarle Count Code the 'Code"), the owners, or their dui authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, x 0-11111111111 Prop. Light Pole
Y ( ) Y 9 Y Y P y pp ed, a cept asspecifically set forth herein to the area identified as Regional Service Area B on the Application Plan, (defined below) comprising all or some of the above P g 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL
CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O. T., UNLESS OTHERWISE NOTED.
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) s;.ch conditions have o reasonable relation to the rezoning request: UNDISTURBED BUFFER: MH Manhole
'OConcrete Sidewalk/Pavement 3. EROSION AND SILTATION ATIUN CONTROL MEASURES SHALL BE PROVIDED
IN
ACCORDANCE
WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANYCLEARING, Development shall be inge I accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area B, (Sheets A-1, A-2, and A-6 of 7 only), prepared oyRivanna Engineering &Surveying, PLC, revised February15, 2002, last revised April 29, 2003 ("Application Plan"). The owners have presented, as part of their ADJACENT TO RA DISTRICTS:S. 2O A WAIVER OF THIS REQUIREMENT HAS GT Grease Trap
GRADING OR OTHER coN;rRucTloN.
rezoning applications, 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 BEEN APPROVED.
WM Water Meter
illustrative only, and such plans and illustrations shall not be deemed proffers. The owners reserve the right to reconfigure the outparcel improvements, consisting of buildings, parking and drive aisles and d-'ve-through window features that are the subject of SP 01-63 and SP 01-64 and as shown on the Application Plan in order to: i) comply with conditions imposed T Electric Transformer
by such Special Use Permits, and ii) assure compliance with ARB requirements.
FH Fire Hydrant 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE,
d d
Ab
Be Abandoned 2. The owners of Area 8, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements: MAXIMUM BUILDING HEIGHT: 35' TBA To F1 Fllterra LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
A. F ENGINEERING, OR THE DIRECTOR'S DESIGNEE,
Access Road as depicted on the Application Plan, across from the Hollymead Memorial Gardens Cemetery at US Route 29 up to the western boundary of Area B. This shall include the two eastbound lanes located on Area A pursuant to road plans approved by the Virginia Department of Transportation ("VDOT') and the County as part of the Area B site plan. PAVING SPECIFICATIONS: REFER TO DETAILS TBR To Be Removed 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR 0 ENGIT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
Access Road A also shall include dual left and dual right turn lanes at the intersection with Route 29.
B. Dual left turn lanes at the intersection of Route 29 and Access Road A, from northbound Route 29 into Access Road A. The dual left turn lanes and signolizotion at Route 29 and Access Road A shod include median cut and cross-over construction at the Hollymead Memorial Gardens Cemetery location, (the "Cross-over") as scheduled in coordination with VDOT. LOADING & CROSSWALKS: REFER TO DETAILS 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
E LS UNIFORM TRAFFIC CONTROL DEVICES.
The Owner also proffers to construct a single southbound left turn lane on Route 29 at the intersection (to allow left turn movement into the cemetery). All turn movements shall be signalized at the intersection of Route 29 and Access Road A, as approved by VDOT.
C. The Owner shall dedicate land, if necessary, and construct a continuous right turn lane on Route 29 southbound from the northern boundary of the Property to the entrance road, (Access Road A). The Owner proffers to construct a third southbound through lane on Route 29 from the northern boundary of the Property to the entrance road, (Access SIDEWALKS: 4" - 3000 PSI CONCRETE 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS ill.
Road A) and beyond the entrance road, (Access Road A) for a distance of 1000 feet.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
D. The southbound through lanes of Route 29 shall be re -constructed to the profile grade of the northbound lanes to meet adequate sight distance requirements at the Cross-over, based upon a 50 mileper hour design speed and a maximum 4 percent cross slope requirement. PARKING SCHEDULE:
E. A third northbound through lane shall be constructed on Route 29, 1000 feet in length on each side of the Cross-over. REGIONAL SERVICE AREA "B":
The road improvements listed in 2A, 2B, 2C, 2D and 2E 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 BUILDING AREA = 301,731 SF
bonded for VDOT's acceptance as a condition for issuance of any certificate of occupancy for Area B improvements. The width, length, (except as specified in 2C and 2E above) location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometrics of all Ione improvements shall be as required by VDOT design standards and OUTDOOR SEATING AREA = 1,753 SF
detailed plans submitted by the Owner and approved by VDOT. REQUIRED' 4.5 SPACES PER 1000 SF.
3. The Owner shall cause to be constructed and dedicated the segment of Access Road A from the western boundary of Area B to its intersection with State Route 606, also known as Dickerson Road and as shown on the attached map entitled Future Roads, dated July 15, 2003 ("Exhibit A" . Construction of this section of Access Road A shall be completed for 303,484 SF GLA 1000x4.5=1,366 SPACES
acceptance by VDOT for public use and dedication of a minimum 60 -foot -wide right-of-way and all necessary easements have been dedicated to the County within three (3) years from the date of approvd of ZMA-01-019. This section of Access Road A shall be constructed to accommodate two travel lanes (one in each direction). Notwithstanding the foregoing, /
the road proffers described in this paragraph 3 shall be satisfied if plans for all such road improvements have been submitted for review by VDOT and, although such improvements are not accepted by VDOT for public use within three (3) years from the date of approval of ZMA-01-019, sufficient bond has been supplied to satisf all costs to complete such
Y p GENERAL NOTES
improvements in accordance with plans approved by VDOT. Further, the road proffers described in this paragraph 3 shall be satisfied if and when any portion of Area A is rezoned, and the owner of Area A makes a proffer binding Area A, or any portion thereof to all the obligations contained in this proffer 3. PARKING FOR FUTURE ACCESS DRIVE = 5 SPACES.
4. The Owner also shall cause to be constructed and dedicated Ridge Road from its intersection with Access Road A to the northern boundary of Area A (with Area C), as shown in blue on Exhibit A. Construction of the section of Ride Road as shown on Exhibit A shall be completed for acceptance b VDOT for public use within n 1. DO NOT SCALE THE
9 p P y p one (1) year after the issuance SE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD
of a certificate of occupancy for Area B. This section of Ridge Road shall be constructed initially to accommodate two travel lanes (one in each direction) and a bicycle lane only (without parallel parking and sidewalks). The area to be dedicated, however, shall be not less than sixty (60) feet in width to allow future widening. No certificate of occupancy shall be TOTAL REQUIRED SPACES = 1371 VERIFY ALL DIMENSIONS.
issued for an use within Area Road required P Y
y ea B until the segment of Ridge qu ed to be constructed by this proffer is either constructed to VDOT's standards, or a sufficient bond or other form of surety is provided to the County in an amount sufficient to assure its construction and VDOT's acceptance. If the owners of Area A refuse after request from the County to
dedicate land sufficient for Ridge Road as contemplated herein, then the Owner shall pay the costs to acquire such land, which costs shall include VDOT's normal costs of acquiring by condemnation, including land acquisition, engineering, surveying, reasonable attorneys fees, and the cost of construction of this section of Ridge Road, and other related expenses. PROVIDED: 1,375 SPACES ES 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES.
(INCLUDES 28 HANDICAP SPACES) o tea. h4,
5. Owner proffers to contribute $50,000.00 to the County or VDOT, on behalf of Area B and Area A for the purposes of funding a regional transportation study for the Route 29 corridor. The $50,000.00 contribution shall be made within thirty (king and ??r ?30) days after requested by the County following site plan approval for Area B and, if not expended for N o 3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
such purpose after three (3) years from the date the funds were contributed such funds shall be refunded to the Owner.
L A S A S U I A E tea. � Airport Rd
6. Upon the request of the County, Owner shall petition for and consent to a Community Development Authority ("CDA") 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,extendin or maintaining (except to the extent
9 9 9. 9 ( P � 4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
VDOT maintains any public improvements) 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 or the extension of Ridge Road as depicted on Exhibit A, to the south and across the Rivanna River to connect to Berkmar ,
Drive. This proffer shall only apply if all of the owners of the lands subject to ZMA-01-016, ZMA-01-19, ZMA-01-020, and ZMA-02-002, as such applications exist on July 16, 2003, excluding residential property, have joined or been caused to join the some or a similar CDA for the purposes described herein. This proffer shall apply onlyif, at the time of the
LOADING SPACES PROVIDED: 18 SPACES
formation of the CDA, the rate of any special tax imposed shall be uniform and shall not exceed twenty-five cents $.25 P P PP y (1 THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF
y ( )per $100 of the assessed value of any taxable real estate within the CDA, unless dl the owners within the CDA subsequently consent to any proposed rate or level of assessment otherwise. � (1/2) FOOT CANDLE.
LAND USE SCHEDULE: Proffitt Ro
7. There shall be two 2 pedestrian walkways/grade arms located within parking areas depicted an the Application Plan, located to the satisfaction of the Director of Planning and Community Development. These pedestrian walkways/ grade arms within the parking areas shall be tree -lined, by planting street trees at least every fifty feet (50') on center. a
;r 2001 063. I'oll/meod Tows Center, '•Drive I- A" POST -DEVELOPMENT % c+T�7,� - d 6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO
BUILDING: 6.9 AC 27.6 SITE REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
Public hearing on o request to allow drive-in window in accord w/Sec 25A.2.2.1of the Zoning Ord. TM 32, Ps 42B, 42C, 42D, 42E, 43 & 43A, is 24.7 acs. Loc on Rt 29 N approx 1/4 mile S of Timberwood Boulevard/Rt 29 intersec. Znd RA do HC. Rio Dist. --��_
PARKING: 14.5 AC 58.6 7. ALL DUMSPTERS LOCATED WITHIN 15' OF A BUILDING SHALL BE PROVIDED WITH SPRINKLERS FOR FIRE PROTECTION PURPOSES.
1. The Architectural Review Board may alter the locutions and/or orientation of drive-throughs to protect the Entrance Corridor; and
2. The Applicant is responsible for installation and maintenance of control devices, such as by-pass lanes, signage and pavement markings shown on a site plan for the development. ROADS: 1.5 AC 5.7OPEN: 2.1 AC 8.1 8. VISIBILITY OF ALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE ENTRANCE CORRIDOR.
�r 210' 064. Poll/ -rad -7w- �c-tpr, TOTAL: 24.98 AC 100
VICINITY
9. OFF-SITE LANDSCAPE EASEMENTS SHALL BE VACATED WHEN THOSE PARCELS ARE DEVELOPED.
Public hearing on a request to allow drive-in window in accord w/Sec 25A.2.2.1 of the Zoning Ord. TM 32, Ps 42B, 42C, 42D, 42E, 43 & 43A, is 24.7 acs- Loc on Rt 29 N approx 1/4 mile S of the Timi,erwood Boulevard/Rt 29 intersec. Znd RA & HC. Rio Dist. ITIA F A I MAP
1. The Architectural Review Board may alter the locations and/or orientation of drive-throughs to protect the Entrance Corridor; and
INITIAL NET FLOOR TO AREA RATIO: 0. 0.31
2. The Applicant is responsible for installation and maintenance of control devices, such as by-pass lanes, signage and pavement markings shown on a site plan for the development.
SCALE: 1" = 2000'
GEOTECHNCIAL NOTES
TM 32 Par 45 18" Pine 1. If the elevation, location, or configuration fo the proposed buildings, stormwoter
S-Vmanagement ponds, or pavement areas changes from that evaluated in the geotechnical
DB 659-274 Associates in Fence report, ECS, Ltd. shall be notified so that modifications to the geotechnical recommendations
DB
DB 141-261 Plat and specifications can be made, if necessary.
7oncd- R.4
I.r:�e i arant 2. All construction involving problem soils shall be performed under the full-time observation
2 of the geotechnical engineer.
6
`Icy_ 3. The geotechnical engineer shall furnish a written opinion to the County as to whether or
not the work has been performed in accordance with the approved plans prior to the
issuance of any occupancy or use permit.
4. Review and approval of plans, specifications and reports by the County, with or without
recommendations by the County, shall in no way relieve the developer of the responsibility for
the design construction and performance fo the structures, pavement and slopes on the
o project and damage to surrounding properties.
5. We hereby certify that the attached geotechnical specifications, and the site plan prepared
TM 32 Par 44 by Bowman Consulting Group, which we have reviewed, are in accordance with the approved
One Ninth Land Trust TM 32 Par 4 1 D ECS, Ltd. Geotechnical Report No. 7587-A, dated September 5, 2002, and the addendum
25.04 Acres Post Office Land Trust letter dated October 23, 2002.
DB 1954-102
' DB 2311-730
DB 1661-116
2612'p5 DB 2608-270 DB 1659-183 Plat
N38 -3B 48 E DB 2672-736 DB 2672-727
DB 2686-694
DB 2686-694 Axle
Zoned: RA Zoned: PD -MC
Use: Vacant 00
Use: Vacant APPROVALS DATE
0
N 16'25'51"E N 42'56'30"EN 50'44'52"E 212.09' DEPARTMENTS OF COMMUNITY
46.52' N 48'49'36"E 447.79
DEVELOPMENTG�' �
.re, N 50'13'10"E 234.85' 183.01
N 39'41'33"W ------------------- ----------�
ZONING DEPARTMENT
�. N 49'b3'b3"E ---- ------ �
59.95' 9.00 6 .50' N 40'50'51"W
29.43' Limits ofdW
z o o PD -MC Zoning L=32.85
S 3a'2o' 47" W CA
District Is INSPECTIONS DEPARTMENT/FIRE OFFICIAL
19' z
N50'13'16"E //V14W_ �-
PF w :38. 351.00' 107.80' IS
r„ TM 32 Par 43 N 39'46'44"w Co SERVICE AUTHORITY
� N `° Hollymead Town Center, LLC � S 50'1316 W 52 89 a'
z W DB 2686-694 cN O0_
C,j rn DB 2686-708 w S 50'13'16"W 447.44'
(13 i DB 2710-411 Cn
C5 S 3g'20' 4, W Tl( 46-5 o z 41
Zoned.- PD -MC 41
1407 01 Sixty -Four 616 m Use: Vacant rn ENGINEERING DEPARTMENT
Land Trust "' _Pt P.1i AREA SUMMARY. -Pt•
DB 995-001 � � TM 32-43 ............... 24.98 ACS.
Zoned: RA `= LESS AREA U ........ 0.72 ACS. 50'13'16"W
10.790 Acs n Irn L= 39456' LESS LOT B1 ......... 9.84 ACS. 13.85' VIRGINIA DE ARTMENT OF TRANSPORTATION
r' t° LESS LOT B2 ......... 0.74 ACS. Ln
tJ_
z LESS LOT B3 ........ 0.72 ACS. <n L�i
Area U RESIDUE ................ 12.96 ACS tj w
TM 32 Par 42A o A Portion of Parcel 43 0 Cli
NYC Land Trust �, N
VIRGINIA HEALTH DEPARTMENT
com, z ^; __10.72 Acres o C'! m
DB 1396-699 oa -PNJ
c,.;C N :r_ -To Be Dedicated for -A Lot B1
Zoned: RA ,T;
Use: Vacant LIDPublic Use c„
�' N 38'42 28 W A Portion of Parcel 43
2.88 Acs N 9.84 Acres �, BOARD OF ARCHITECTURAL REVIEW
!N TM 32 Par 42C � 68.21 �
o NYC Land Trust W
ID DB 1396-699 I
C N 165.26' 140.00' 104.43'
CID U DB 2672-745 � � „
`" DB 2686-694 �, S 50'13'16"W S 50'1316"W N 50'1316 E S 39'46'44"E
w Zoned• RA „ Lot on 60.01' FIRE OFFICIAL
Use: Vacant �, A Portion of 53.41'
,12 Parcel 43 Z Lot B3
00.74 Acres A Portion of z N 50'13'16"E Q,
N Parcel 43 CA^, rn
0.72 Acres -P:w `n o
CA � N 45'01'20"W � N -P,: 0 L,4
LD
S 50'13'16"Wrn
79.22 8.52 N
��
-_- --- -- 150. 30' Building Setback Line Project Title:
IF
w `"- L= 73.50' N 39'46'44"W m
5 150.00' 100.24' 100.24' 10.00
10' Parking Setback Line _ -� MINOR SITEPLAN AMENDMENT FOR RIVANNA ENGINEERING &
56'42'29° 521'92 101.01 90.34 255.95 114.56 100.72'-�--- o-128.31'-�- 92 29' IS -_ 139.20__
W S50'14'38"W S46'14'16"W S54'14'46"W 1 123.18' 102.49 � �--
S55'19'29"W S50'13'27"W S50'19'16"W 41.15 - IF
14.13 S 50'45'16"W 417.02' S49'00'02"W 297.10' S 49'17'37"W PF S51'3 '09"W MON S49'08'16"W 290.03' S57'O6'48"W S49'25'18"W PF S50'06'04"W
88.34' HOLLYMEAD TOWNCENTER, AREA B SURVEYING, PLC.
39'14 44 W
6.00
ROUTE 29 SEMINOLE TRAIL VARIABLE WIDTH R/W 1350 STONY POINT ROAD PHONE: (434) 984-1599
Rio District, Albemarle County, Virginia cxARLo.I-rEsvliE VA, 22911 FAX: (434) 984-8863
RIVANNAENGINEERING.COM
Sheet No: Drawing Title: Revisions:
N0. DESCRIPTION DATE ��ALTH OF
L
TM 32 Par 42F TM 32 Par 42H TM 46B3 & 4684
PARCELPLAN
TM732a42G COVER SHEETHollym,ead Mem,oral Gardens TM 32 ar 42C Hollymead Memoral Hollymoral Forest Lakes
DB 353 400
100 0 100 200 300 Hollymead Mem oral Gardens band Trust �, TIM Y R. MILLER A
DB 677-604 DB 1869-680 S1 of CERTIFICATE No.
SCALE: AS NOTED DB 677-604
SCALE:1 = 100' 30542Scale: AS NOTED Drawn By. Ns File Name: 32-43-MA3.DWG 0.1
FSS/ON A L ENG\
Date: 03.07.06 Checked By. TRM Project No.: 1132
- DATA
T 11 FOR SITE DRAWING INDEX
GENERAL ATER & SEWER
CONDITIONS MIN ITEPLAN AME.NDMEN
LEGAL REFERENCE: TM 32 PARCELS 428, 42D, 42E, 43, 43A S1 of 16 COVER SHEET
S2 of 16 SITE PLAN 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
IL k) AUTHORITY OFFICIALS AT THE START OF THE WORK.
SOURCE OF TITLE FOR PARCELS: REFER TO PARCEL PLAN (NO CHANGE)
(NO CHANGE) 2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL
OWNER: REFER TO PARCEL PLAN (NO CHANGE) UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
(NO CHANGE) 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY
LLYMEAD TOWN CENTERHo DEVELOPER: 0 R0(NO CHANGE) ON JANUARY 15, 1998. is
HOLLYMEAD TOWNCENTER, L.L.C. (NO CHANGE) 4. DATUM FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY.
8618 WESTWOOD CENTER DRIVE, SUITE 300-- T I � I 1 -1
VIENNA, VA 22182 (NO CHANGE)
(NO CHANGE) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
ZONING: PD -MC PLANNED DEVELOPMENT -MIXED COMMERCIAL (NO CHANGE) 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE
EC ENTRANCE CORRIDOR (NO CHANGE) HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
NAL SERVICE AREA B 1111-0 (NO CHANGE) 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
REGIOSOURCE OF BOUNDARY SURVEY: PLAT BY RIVANNA ENGINEERING & X1 L_(NO CHANGE)
SURVEYING, PLC. (NO CHANGE 8. ALL WATER METER SIZES AND LOCATIONS SHALL BE SUBJECT TO THE APPROVAL OF THE SERVICE AUTHORITY.
SOURCE OF TOPOGRAPHY: AERAIL SURVEY PERFORMED BY LOUISA AERAILLt U1 1U (NO CHANGE) 9. BACKFLOW PREVENTION DEVICES ARE REQUIRED ON ALL DOMESTIC WATER SERVICES LINES AND FIRE SPRINKLER LINES.
TM 32 PARCELS 4 1 D42A42C43 & 44 SURVEYS. USGS DATUM (NO CHANGE)
7 i 7
BENCHMARK: NAIL NEAR ENTRANCE BEHIND ANCHOR A
TM 46 PARCEL 5 ELEV = 534.59
BUILDING SETBACKS:
ROUTE 29 R/W: 30'
RIO
ALBEMARLE
TOWN CENTER DRIVE: 30' EN INEERING
DISTRICT SIDE YARD: NONE COUYNTGLEGEND ALBEMARLE
REAR ARD: NONE
REAR ADJACENT TO RESIDENTIAL: 35' A WAIVER OF THIS REQUIREMENT
Benchmark 500 Existing Elevation/Con tour GENERAL CONSTRUCTION NOTES
--------------------------------------------- ...._---------------._....------- -------- ----------------- ----- ---------------------------------------------- ---------------------------------------------- __...._.----------.............. ----------------------------- ----- HAS BEEN APPROVED.
--W/E-- Existing Waterline x50.0 Proposed Spot Elevation
PARKING SETBACKS: --0/E-- Overhead Electric1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM
ROUTE 29 R W: 10' r5_00 Proposed Contour THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR
/ Power Pole THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
NDI TI N
Jr
G SAL E PERMITCO .E I USE � P C Heav Dut Road PavinFFR SI . 1P STOWN CENT R DR VE 0ROE
W is n y y g AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED.
ZMA-2001-019 Hollymead Town Center Regional Service Areae ♦0 Prop. Light Pole •<,,.r.<.�,.•,<-<,,.-.--...,•. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
h II only be applied, except as s•�ciflcall set forth herein to the area identified as Regional Service Area B on the Application Plan, (defined below) comprising all or some of the above
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 s a y pp p � Y �UNDISTURBED BUFFER: MH Manhole SILTATION
1 h r i rise to the need for the conditions• and 2 such conditions hove a reasonable relation to the rezoning request: Concrete Sidewalk/Pavement 3. EROSION AND . CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
referenced tax map parcels (the "Property"). These conditions are proffered as part of the requested zoning and it is agreed that: ) t e rezoning itself g ves )
Rezoning Application Plans for Hollymead Town Center Regional Service Area B, (Sheets A-1, A-2, and A-6 of 7 only), prepared by Rivanna Engineering &Surveying, PLC, revised February 15, 2002, last revised April 29, 2003 ("Application Plan"). The owners have presented, as part of their ADJACENT TO RA DISTRICTS: 20' A WAIVER OF THIS REQUIREMENT HAS GT Grease Trop GRADING OR OTHER CONSTRUCTION.
1. Development shall be in general accord with the Application Plan entitled ez g pp ym 9
hproffers,all lans and illustrations submitted as art of Applicant's rezoning application, other than the Application Plan as defined above, shall be deemed BEEN APPROVED. WM Water Meter
number of conceptual Ions and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these p p pp g PP PP �T Electric Transformer 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE,
rezoning applications, ap p P P
illustrative only, and such plans and illustrations shall not be deemed proffers. The owners reserve the right to reconfigure the outporcel improvements, consisting of buildings, parking and drive aisles and drive-through window features that are the subject of SP 01-63 and SP 01-64 and as shown on the Application Plan in order to: i) comply with conditions imposed FH Fire Hydrant
LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
by such Special Use Permits, and ii) assure compliance with ARB requirements.
MAXIMUM BUILDING HEIGHT: 35' TBA To Be Abandoned F1 Filterra
2. The owners of Area 6, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements: TBR To Be Removed 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,
A. Access Rood A, as depicted on the Application Plan, across from the Hollymead Memorial Gardens Cemetery at US Route 29 up to the western boundary of Area B. This shall include the two eastbound lanes located on Area A pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and the County as port of the Area B site plan. PAVING SPECIFICATIONS: REFER TO DETAILS IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
Access Road A also shall include dual left and dual right turn lanes at the intersection with Route 29. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
B. Dual left turn lanes at the intersection of Route 29 and Access Road A, from northbound Route 29 into Access Road A. The dual left turn lanes and signalizotion at Route 29 and Access Rood A shall include median cut and cross-over construction at the Hollymead Memorial Gardens Cemetery location, (the "Cross-over") as scheduled in coordination with VDOT. LOADING & CROSSWALKS: REFER TO DETAILS
The Owner also proffers to construct a single southbound left turn lane on Route 29 at the intersection (to allow left turn movement into the cemetery). All turn movements shall be signalized at the intersection of Route 29 and Access Road A, as approved by VDOT.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III.
C. The Owner shall dedicate land, if necessary, and construct a continuous right turn lane on Route 29 southbound from the northern boundary of the Property to the entrance road, (Access Road A). The Owner proffers to construct a third southbound through lane on Route 29 from the northern boundary of the Property to the entrance road, (Access SIDEWALKS: 4" - 3000 PSI CONCRETE
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
Road A) and beyond the entrance road, (Access Road A) for a distance of 1000 feet.
D. The southbound through lanes of Route 29 shall be re -constructed to the profile grade of the northbound lanes to meet adequate sight distance requirements at the Cross-over, based upon a 50 mile per hour design speed and a maximum 4 percent cross slope requirement. PARKING SCHEDULE:
REGIONAL SERVICE AREA "B":
E. A third northbound through Ione shall be constructed on Route 29, 1000 feet in length on each side of the Cross-over.
BUILDING AREA = 301,731 SF
The road improvements listed in 2A, 2B, 2C, 2D and 2E 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 OUTDOOR SEATING AREA = 1,753 SF
bonded for VDOT's acceptance as a condition for issuance of any certificate of occupancy for Area B improvements. The width, length, (except as specified in 2C and 2E above) location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometrics of all lane improvements shall be as required by VDOT design standards and
detailed plans submitted by the owner and approved by voor. REQUIRED: 4.5 SPACES PER 1000 SF.
3. The Owner shall cause to be constructed and dedicated the segment of Access Road A from the western boundary of Area B to its intersection with State Route 606, also known as Dickerson Road and cs shown on the attached map entitled Future Roads, dated July 15, 2003 ("Exhibit A" . Construction of this section of Access Road A shall be completed for 303,484 SF GLA/1000x4.5=1,366 SPACES
acceptance b VDOT for public use and dedication of a minimum 60 -foot -wide right-of-way and all necessary easements have been dedicated to the County within three (3) years from the date of approval of ZMA-01-019. This section of Access Road A shall be constructed to accommodate two travel lanes (one in each direction). Notwithstanding the foregoing, NOTES
P Y P _ _ G
the road proffers described in this paragraph 3 shall be satisfied if plans for all such road improvements have been submitted for review by VDOT and, although such improvements are not accepted by VDOT for public use within three (3) years from the date of approval of ZMA 01 019, sufficient bond has been supplied to satisfy all costs to complete such PARKING FOR FUTURE ACCESS DRIVE = 5 SPACES.
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improvements in accordance with plans approved by VDOT. Further, the road proffers described in this paragraph 3 shall be satisfied if and when any portion of Area A is rezoned, and the owner of Area A makes a proffer binding Area A, or any portion thereof to all the obligations contained in this proffer 3.
1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD
4. The Owner also shall cause to be constructed and dedicated Ridge Road from its intersection with Access Road A to the northern boundary of Area A (with Area C), as shown in blue on Exhibit A. Construction of the section of Ridge Road as shown on Exhibit A shall be completed for acceptance by VDOT for public use within one (1) year after the issuance TOTAL REQUIRED SPACES = 1371 VERIFY ALL DIMENSIONS.
of a certificate of occupancy for Area B. This section of Ride Road shall be constructed initially to accommodate two travel lanes (one in each direction) and a bicycle lane only (without parallel porking and sidewalks). The area to be dedicated, however, shall be not less than sixty (60) feet in width to allow future widening. No certificate of occupancy shall be
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issued for an use within Area 8 until the segment of Ride Road required to be constructed b this proffer is either constructed to VDOT's standards, or a sufficient bond or other form of surety is provided to the County in an amount sufficient to assure its construction and VDOT's acceptance. If the owners of Area A refuse after request from the County to
y 9 9 q y 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES.
dedicate land sufficient for Ridge Rood as contemplated herein, then the Owner shall pay the costs to acquire such land, which costs shall include VDOT's normal costs of acquiring by condemnation, including land acquisition, engineering, surveying, reasonable attorneys fees, and the cost of construction of this section of Ridge Road, and other related expenses. PROVIDED: 1,375 SPACES (INCLUDES 28 HANDICAP SPACES) D
5. Owner proffers to contribute $50,000.00 to the County or VDOT, on behalf of Area 8 and Area A for the purposes of funding a regional transportation study for the Route 29 corridor. The $50,000.00 contribution shall be made within thirty (king and ??r ?30) days after requested by the County following site plan approval for Area B and, if not expended for Q 3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
such purpose after three (3) years from the date the funds were contributed such funds shall be refunded to the Owner. L A S A S UI A E 11
N a moi° A�rPor
�" � t Rd• 4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
n ent to a Community Develo ment Authority "CDA" established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending, or maintaining (except to the extent f
6. Upon the request of the County, Owner shall petition for and cos y p y ( )
South For nno River to Airport Rood or the extension of Ride Road as depicted on Exhibit A, to the south and across the Rivanno River to connect to Berkmar
VDOT maintains an public improvements) Route 29, and roads and other improvements associated therewith, which shall include, but may not be limited to, improvements to Route 29 from the k of the Riva p e exte s g P LOADING SPACES PROVIDED: 18 SPACES �� 5. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF
YP P ) P
Drive. This proffer shall only apply if all of the owners of the lands subject to ZMA-01-016, ZMA-01-19, ZMA-01-020, and ZMA-02-002, as such applications exist on July 16, 2003, excluding residential property, have joined or been caused to join the some or a similar CDA for the purposes described herein. This proffer shall apply only if, at the time of the i
formation of the CDA, the rate of any special tax imposed shall be uniform and shall not exceed twenty-five cents ($.25) per $100 of the assessed value of any taxable real estate within the CDA, unless all the owners within the CDA subsequently consent to any proposed rate or level of assessment otherwise. (1/2) FOOT CANDLE.
LAND USE SCHEDULE: Proffitt Road
Planning and Community Development. These pedestrian walkways/ rade arms within the parking areas shall be tree -lined, by planting street trees at least every fifty feet (50') on center. - -- 6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO
7. There shall be two (2) pedestrian walkways/grade arms located within parking areas depicted on the Application Plan, located to the satisfaction of the Director of g Y P e p ys/ 9 P 9 POST -DEVELOPMENT %
SITE REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
7-200. 063. foil/Mead --,w- Ce -ter, "D-ive I- A" BUILDING: 6.9 AC 27.6
Public hearing on a request to allow drive-in window in accord w/Sec 25A.2.2.1of the Zoning Ord. TM 32, Ps 42B, 42C, 42D, 42E, 43 & 43A, is 24.7 acs. Loc on Rt 29 N approx 1/4 mile S of Timberwood Boulevard/Rt 29 intersec. Znd RA & HC. Rio Dist.
PARKING: 14.5 AC 58.6 7. ALL DUMSPTERS LOCATED WITHIN 15' OF A BUILDING SHALL BE PROVIDED WITH SPRINKLERS FOR FIRE PROTECTION PURPOSES.
1. The Architectural Review Board may alter the locations and/or orientation of drive-throughs to protect the Entrance Corridor; and ROADS: 1.5 AC 5.7
2. The Applicant is responsible for installation and maintenance of control devices, such as by-pass lanes, signage and pavement markings shown on a site plan for the development. OPEN: 2.1 AC 8.1 8. VISIBILITY OF ALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE ENTRANCE CORRIDOR.
TOTAL: 24.98 AC 100 9. OFF-SITE LANDSCAPE EASEMENTS SHALL BE VACATED WHEN THOSE PARCELS ARE DEVELOPED_
Ir 255' n64. loli/-rad -^w^ -trr, ")'iv.^ Ir AP
Public hearin t tllow drive-in window in accord w/Sec 25A.2.2.1 of the Zoning Ord. TM 32, Ps 42B, 42C, 42D, 42E, 43 & 43A, is 24.7 acs. Loc on Rt 29 N approx 1/4 mile S of the Timberwood Boulevard/Rt 29 intersec. Znd RA & HC. Rio Dist. 9 on a requeso aINITIAL NET FLOOR TO AREA RATIO: 0.31VICINITY
1. The Architectural Review Board may alter the locations and/or orientation of drive-throughs to protect the Entrance Corridor; and
SCALE: 1" = 2000
2. The Applicant is responsible for installation and maintenance of control devices, such as by-pass lanes, signage and pavement markings shown on a site plan for the development.
GEOTECHNCIAL NOTES
1. If the elevation, location, or configuration fo the proposed buildings, stormwater
TM 32 Par 45 18" Pine management ponds, or pavement areas changes from that evaluated in the geotechnical
S -V Associates in Fence report, ECS, Ltd. shall be notified so that modifications to the geotechnical recommendations
DB 659-274 and specifications can be made, if necessary.
DB 141-261 Plat
7,oned: RA
2. All construction involving problem soils shall be performed under the full-time observation
Use: Varant of the geotechnical engineer.
3. The geotechnical engineer shall furnish a written opinion to the County as to whether or
not the work has been performed in accordance with the approved plans prior to the
issuance of any occupancy or use permit.
4. Review and approval of plans, specifications and reports by the County, with or without
recommendations by the County, shall in no way relieve the developer of the responsibility for
the design construction and performance fo the structures, pavement and slopes on the
rno project and damage to surrounding properties.
5. We hereby certify that the attached geotechnical specifications, and the site plan prepared
by Bowman Consulting Group, which we have reviewed, are in accordance with the approved
TM 32 Par 44 ECS, Ltd. Geotechnical Report No. 7587-A, dated September 5, 2002, and the addendum
One Ninth Land Trust TM 32 Par 41D
letter dated October 23, 2002.
25.04 Acres Post Office Land Trust
DB 1954-102 DB 1661-116
DB 2311-730 DB 1659-183 Plat
2612.05' DB 2608-270 DB 2672-727
5B'48 DB 2672-736 DB 2686-694
N 3a DB 2686-694 Axle Zoned: PD -MC
Zoned: RA Use: Vacant APPROVALS
Use: vacant DATE
0
N 16'25'51"E N 42'56 30"E N 50'44'52"E 212.09'
S DEPARTMENTS OF COMMUNITY
46.52' N 48'49'36"E 447.79 Jo DEVELOPMENT
2 N 50'13'10"E 234.85' 183.01' �0
ZONING DEPARTMENT
N 39'41'33"W N 4Ti7iT937 --------------------------------------� `90.
59.95' 9.00 62.5
0 N 40'50'51 "W
Limits of L=32.85
z , C14 29 43 PD -MC Zoning INSPECTIONS DEPARTMENT/FIRE OFFICIAL
o o IS
S 3B.20� 41" W � v co District N50'13'16"E
O
� 48.19'z C,,, '_� �- ,
107.80' IS
PF C-4 TM 32 Par 43 351.00 N 39'46'44"W 00
N 'CAM ° Hollymead Town Center, LLC C/)S 50'1316 SERVICE AUTHORITY
W 52 gg60
C' o 0 Cr DB 2686-694 c� �'
Z x co S 50'1316"W
447.44'
DB 2686-708 u, 4-
�, DB 2710-411
SJ r -n 38,20' 41'\N ,�, �° Zoned• PD -MC
o v, 7.01
TM 46-5 Z Use: vaunt m ENGINEERING DEPARTMENT
0 140 Sixty -Four 616
Land Trust _P:NO AREA SUMMARY..00•
DB 995-001 TM 32-43 ............... 24.98 ACS. "
Zoned: RA r "'-- LESS AREA U ........ 0.72 ACS. 50'13'16 W VIRGINIA DEPARTMENT OF TRANSPORTATION
10.790 Acs 11 C4 13.85'
LESS LOT B 1 ......... 9.84 ACS. cn
N C) L= 39.56' LESS LOT B2 ......... 0.74 ACS. w
v z LESS LOT B3 ........ 0.72 ACS. cn
Z Area U RESIDUE ................ 12.96 ACS r j cN �
TM 32 Par 42A N o A Portion of Parcel 43 0 � VIRGINIA HEALTH DEPARTMENT
Cli
NYC Land Trust r" z -� 0 _r, -
u; ^, rn 0.72 Acres N � m
DB 1396-699 w � N To Be Dedicated for r -f
I
Zoned RA c.� N A Portionoof Parcel 43
G Use: Vacant N N 38'42'28"W Public Use
Jn BOARD OF ARCHITECTURAL REVIEW
2.88 Acs 0; 68.21 9.84 Acres L'
N TM 32 Par 42C
NYC Land Trust w
DB 1396-699cp o 165.26' 140.00' 104.43'
C `(/l DB 2672-745 e,, '1 '1 '13'16"W N 50'13'16"E FIRE OFFICIAL
C; v`", DB 2686-694Lot �'' S 50 B2 S 50 _ S 39 46 44 E
_ _ Zoned• RA 60.01'
7 6 Use: Vacant tM � r_ A Portion
oof 53.41'
1-' J -, Parcel 43 z Lot B3 N 50'13'16"E
00 'CP 0.74 Acres A Portion of z
-0.00 C14 N Parcel 4341.
0.72 Acres � w `/�',
0
z rn - W
N 45'01'20"W N S 50'13'16"W " Co `'J rn
CO ^0 79.22' 8.52 Z
w w C5 N 39'46'44"W r�
IF w L= 73.50' 10.00 30' Building Setback Line Project Title:
-__-- 150.95' 100.24'
�-�- - -�-� ' IS IF MINOR SITEPLAN AMENDMENT FOR RIVANNA ENGINEERING &
150.00' 100.24' 521 92 10' Parkin Setback Line
S56'42'29"w .0 ' 123.18' 102.49' 101.01 90.34' 41,15 255.95 114.56 100.72'- "-128.31'-o---�g2.2g 139.20
S50'1 4'38"W S46'14'16"W S54'14'46"W S50'13'27"W S50'19'16"W S 50'45'16"W 417.02' S49'00'02"W 297.10' S 49'17'37'W PF S5188 34'W MON S49'08'16"W 290.03 S57'Og'48"w 549'25'18"W PF S50'06'04"W SURVEYING, PLC.
1S55*14.13 '29"w HOLLYMEAD TOWNCENTER, AREA B
14.13 39'14,44"W
444W
6.00
ROUTE 29 SEMINOLE TRAIL VARIABLE WIDTH R/Nr RIO District, Albemarle County, Virginia 1350 STONY POINT ROAD PHONE: 434 984-1599
Y g CHAIUTTESVUZ VA, 22911 FAX: (434) 984-8863
RIVANNAENGINEERING.COM
Sheet No: Drawing Title: NO. DE CRIPT10N RevisionS. DATE PETH pF
o�
TM 32 Par 42F TM 32 Par 42H TM 4683 & 46B4 COVER S
Holl ad Memoral Gardens TM 32 ar 42C Hollymead Memoral TM 3e Par 42C Forest Lakes
1,� � Hollymead Memoral � TIMOTHY R. ='MILLER n
PARCEL PLAN DB 353-400 Hollymead Memoral Gardens Land Trust Gardens 0 DB 677-604 DB 1869-680 I
100 0 100 200 30 of DB 677-604 � C�RT1flCATE No.
� 10542 �
SCALE: AS NOTED
= Scale: AS NOTED Drawn By. JMS File Name: 32-43-MA3.DWG °'`
SCALE:1 100'
FSS7ON AL EAG
Date: 03.07.06 Checked By. TRIM Project No.: 1132