HomeMy WebLinkAboutSDP200600112 Plan - Approved Major Amendment, Final Site Plan 2007-02-09>-
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J 1111110 A'M NDME NT TO F L S1 EVE Q54
E INA TE D LOPMENT GENERAL WATER & SEWER CONDITIONS
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1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE c vi
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PLANS FOR
2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. C a 0 U
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3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. C > 0
4. DATUM FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY. E
0DOMINION OFFICE PARK
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5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
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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 HYDRANT LINES, SERVICE LATERALS AND WATER LINES, 1
TM 78 PARCEL 15C2 & 15C9
ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 0,6 qs p`aw�c
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VIRGINIA
8. AN RPZ TYPE BACKFLOW PREVENTER DEVICE (BPD) SHALL BE INSTALLED ON EACH WATER SERVICE JUST INSIDE THE BUILDING BEING SERVICED.
RIVANNA ALBEMARLE
DISTRICT, COUNT'Y, p��r'{' I,I
TIMOTHY RAY MILLER
0402 030542
SITE DATAGENERAL
ALBEMARLE
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ANAL
LEGAL REFERENCE: TM 78 PARCELS 15C2 8c 15C9 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE 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 THE VIRGINIA DEPARTMENT OF TRANSPORTATION
ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. (V.D•O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. Revisions:
SOURCE OF TITLE: DB 3103-376 NO. DESCRIPTION DATE
OWNER DEVELOPER: 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. IT IS THE CONTRACTOR'S 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 1 SRC COMMENTS 11 08 06
/ RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF
,BALLIF INVESTMENTS LLC NEW UTILITIES. 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.
170 SOUTH PANTOPS DRIVE
CHARLOTTESVILLE, VA 22911 3. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN 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, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. ACHIEVED.
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ZONING: HC -HIGHWAY COMMERCIAL 4. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE 5. PAVED, RIP -RAP OR STABIILIZATION 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 FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARY WITH FULL CUTOFF OPTICS. A DRAINAGE CHANNEL.
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MAGISTERIAL DISTRICT: RIVANNA
5. NEW SLOPES WILL NOT EXCEED 2:1. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. "'
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SOURCE OF BOUNDARY SURVEY: FIELD SURVEY BY RIVANNA ENGINEERING AND SURVEYING, 6. NO NEW LIGHTING IS BEING PROPOSED WITH THIS AMENDMENT. M
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
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8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). o
.SOURCE OF TOPOGRAPHY: ALBEMARLE COUNTY SERVICE AUTHORITY. USGS DATUM
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AND FIELD SURVERY BY DOMINION DEVELOPMENT RESOURCES.
BENCHMARK: TOP OF MANHOLE BEHIND BUILDING; ELEV = 385.00 W
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'SETBACKS:
BUILDING - 30' FROM PUBLIC R/W
50' FROM RESIDENTIAL DISTRICTS
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PARKING - 10' FROM PUBLIC R/W _ W
20' FROM RESIDENTIAL DISTRICTS u
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ITEPE IF I tNUFUI DRAWING INDEX
UNDISTURBED BUFFER: 20 FROM RESIDENTIAL DISTRICTS
MAXIMUM BUILDING HEIGHT: 351. THERE IS A 100 YEAR FLOOD PLAIN ON THIS SITE. I Of 5 COVER SHEET
2. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 2 Of 5 PLAT & DEMOLITION PLAN
PAVING SPECIFICATIONS: 3 of 5 SITE PLAN
PAVEMENT: 8" - VDOT 21 A 3. TRASH REMOVAL: EXISTING DUMPSTER AT LOCATION SHOWN ON PLAN. THERE WILL NOT BE ANY RECYCLING
CONTAINERS 4 of 5 GRADING & UTILITY PLAN
2" - SM 9.5A 5 of 5 LANDSCAPE PLAN & CRITICAL SLOPES
SIDEWALKS: 4" - 3000 PSI CONCRETE 4. EXISTING LANDSCAPING CONSISTS DECIDUOUS TREES AND SHRUBS.
DUMPSTER PAD: 6" - 4000 PSI CONCRETE 5. MANAGEMENT OF ;STORMWATER RUN-OFF QUALITY WILL BE PROVIDED BY EXISTING FILTERA THAT IS BEING
RELOCATED.
CURRENT USE: OFFICE
6. TOTAL DISTURBED AREA: 2332 SQ. FT.
PROPOSED USE: OFFICE
MAXIMUM EMPLOYEES: 40
PARKING SCHEDULE:
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APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
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ENGINEER TV
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INSPECTIONS J��^
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DEPARTMENT OF FIRE RESCUE
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ALBEMARLE COUNTY SERVICE AU ORITY
41'07
VIRGINIA DEPARTMENT OF TRANSPORTATION
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HEALTH DEPARTMENT JJ�
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PARKING SPACES ARE SHARED. p-1
REQUIRED: 1 SPACE PER 200 SF OF NET OFFICE SPACE. o �
EXISTING 3 STORY BUILDING Benchmark; 500 Existing Contour or Elevation �
8,122 SF OFFICE AREA * 0.8 = 6,497.6 SF NET F p
6,497.E SF/200 SF - 32 SPACES N Prop. Light (Pole 550 Proposed Contour Elevation Q � U
EXISTING 2 STORY WITH NEW ADDITION MH Manhole 55.0 x Proposed Spot Elevation w W Q)
(3,481 SF OFFICE AREA + 1,134 ADDITION)* 0.8 = 3,692 SF NET BPD Backflow Prevention Device , . i U �_q
3,692 SF/200 SF = 18 SPACES TBR To Be Removed Concrete Sidewalk �, Cd
TOTAL SPACES REQUIRED : 50 SPACES pr--'
PROVIDED:
D• 50 SPACES
S (INCLUDING 2 HANDICAP SPACES
IS Iron Set Existing Slopes Equal
ual To Or Z
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ONE LOADING SPACE REQUIRED. ��� 2,- IF Iron Found Greater Than 25% �
FH Fire Hydrant: 0 0
MAXIMUM IMPERVIOUS COVER (BUILDING AND PAVED): 26,315 SF Limits Of Demolition
LAND USE SCHEDULE: CD
PRE-DEV % POST-DEV % sA � Q Q .W
BUILDING: 4,623 SF 4.4 5,001 SF 4.8
PAVED: 19,797 SF 1.9 21,314 SF 2.05
OPEN: 79,112 SF 76.4 77,217 SF 74.E SITE rP��
TOTAL: 103,532 SF 100 103,532 SF 100
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VICINITY MAP Sheet No,
SCALE: 1 " = 1000'
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DEMOLITION PLAN
IN
South_P_an_topS (,PTIve
SR 1140
V iTable Width R/W
.........
South Pantops Drive
SR 1140
5' Guardrail Easement
Vairable Width R1W DB 3103-376
30 Access 5 x20 Water )
Easement Easement 3 Sidewalk Easement
DB-3103-376 DB 3103-376 DB 3103-376
--.................... -.................. S52030S316.98.------------ - i _..........
-------106'-- —------- _-- I
4.
10' Parking Setback — — � — —
30'-- uild'in Sejbac- w
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NS N52 30'00"W S37°30'00"W —Qo -62.82 NS 40.00' Existing 30 Cross Acce s EasrerTt� 1 0 o I I I
0 0 _ _ DB 3103-37 _ _ _ � �� i
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N �, - S52 30. 0:0 .'E 11...24: NS` :: 171123,5 �1 I
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Ea�ementl E I
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t o T T o I �Ln I I
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Tm 78-15C3 \ �— — — I o 20' Sanitary Sewer /
arr & Tm 78-15C2 �� '� Easement DB 841_521
B y �n � I � — —
Tracy Mead o Ballif Investments, LLC _ _ — — �- ,� — — — TMP 78--20R I
,D 1.089 Acs z TM 78-15C9 South Pan�o s II
DB 1958-068 47,450 SF Area X �, Ballif Investments, LLC p 1
DB 1069-488 — DB 3103-376 A Portion ot ° DB•310-376 Land Trust
Zoned. HC I S Zoned: HC_ i ( I
78 15C S52 30 00 E 56,133 SF DB 10694499
— — — — 0.009 Acs. 5• 85' Zoned: HC 0 I
Use: Office — — — — o DB 2913-.156
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ffer � Zoned: HC � R15\ I
'' Use: Vacant I
Area Summary: — — —
IS
TM 78-15C2........1.089 Acs can
z c0 Area Summary.
Plus Area X..... 0.009 Acs A C .
TM 78-15C9.•......1.289 Acs
Total ............... 1,098 Acs I � I
Minus Area X......•0.009 Acs Lf,
Residuel ..............1,280 Acs
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Approx .Limits of 100—Ye L,
`— As ,Shown on Communzt food Zone
Ln No. 510006-02408gg
Panel mom mm
asement for Greenway Trail s I
Dedicated To PILbkco Use (-0 I %I
DB 3103-376 L I
Property Line Along o a 0
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Centerl�,ne of Rivanna Rtiv r I
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2-� BOUNDARY PLAT
N46°00'00"W
319. 03)
152.07)
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o���PLTH OF`i
TIMOTHY R. MILLER
CERTIFICATE No.
30542
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Revisions:
N0, DESCRIPTION DATE
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S2 of 5
Spotnap Road
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.01, � CN South Pantops Drive J, W*4100
— — — — — — — — — — — — — — — — — — — — — —
Variable Width RIW
...... ........ .... . ........ ......... - ...... ........
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Exist.Porking Area
ft IVAN man Mona
20 a 20 40 50
LJ&JELJLJLAL---
SCALE,
14'
E'X"ist
J 14,
FIFE:=J 5 5 9'
--f HVAC 16' 9 — -Axzshn7 2—story Buil
11% 13, Officeding WIB
Ment 1,939 Qse
sp/p, 0 Q
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/'003 SF Base
481 CSfi, ent C',
Pointed 14, ZN FIFE 385.5', Total
Asphalt
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BenGmork
MHI—D
Rivanna River
100' STREAM BUFFER
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1U FofKing
164 Existin
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-10. 2'
F-1
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30' 6u—ilding Setback
59'
Existing 3-Story
Office Building
2,707.5 SF/Floor
8)122.5 SF Total
> d- 15'
Existing Shed (48 S.F.) Existing Deck
90 S.F.
MH-8
Adjust top as,
Required.
6—Existing
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9'x18'1, Spa
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No Footers within the
Easement. Deck Located
off the 3rd Floor.
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Existing Guardrail
GR-2
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TIMOTHY R. MILLER
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. Revisions:
DESCRIPTION I DATE
SRC COMMENTS I 11/08Y
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LANDSCAPE REQUIREMENTS All trees to be saved shall be mairked with print or ribbon at a height clearly visible to equipment operators. C31 CD
No grading shall begin until the Itree marking has been inspected and approved by a County Inspector. .S� .0
REQUIRED: 319 LF/40 LF = 8.0 TREES 3. Pre -Cons true tion Conference: C� C� I C�
PROVIDED: (8) T-2 TREES Tree preservation and protectiont MeUSL[reS shall be reviewed with the contractor on site.
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INTERIOR LANDSCAPING: Heavy equipment, vehicular traffic *and storage of construction materials including soil shall not be � - 0
QUANTITY REQUIRED: I TREE PER 10 PARKING SPACES Permitted within the driptines of trees to be saved. M
QUANTITY PROVIDED: 12 TREES Such devices shall not adversely- affect trees to be saved. �,;_ �>_
Fires are not permitted within 10)0 feet of the dripline of trees to be saved. C) -+-)
TOTAL CANOPY: Toxic Materials shall not be stor(ed within 100 feet of the dripline of trees to be saved. W ---4 0
PROVIDED: EXISTING CANOPY = 61,070 SF Trees to be retained within 40 f6et of a proposed building or grading activity shall be protected by fencing 114 F4 Q)
Fencing shall be in place and shaill be inspected and approved by a County Inspector prior to grading or �_� P �_,
t � i and a construction detail submittted for approval. P.m., �� ,-.-,
: HEIGHT I CANOPY
TREE I BOTANICAL & MINIMIUM QUANTITY CANOPY :
KEY I COMMON NAME CALIPER : : 13 10. Tree Watts:
; : : ... � ...... When the ground level must be lowered within the dripline of a tree to be saved, a tree well shall be provided �� -
: ! When trenching is required witlidn the limits of clearing, it shall be done as far away from the trunks of
T-2 : : 7' 8 155 sf : 1,240 sf trees as possible. Tunneling und(er a large tree shall be considered as an alternative when it is anticipated �il_ f�::)
: : : that necessary trenching will desitroy feeder roots. F4
: i Protective fencing shall be the hast items removed during final cleanup.
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0542
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i : : Damaged trees shall be treated ijmmediately by pruning, fertilization or other methods recommended by a —
_______1 "#\ ?I Y!A CONSERVATION REQUIREMENTS. ISheet No:
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OWNER SIGNATURE
CONTRACT PURCHASER SIGNATURE (DATE)
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