HomeMy WebLinkAboutSDP201200021 Plan - Approved Minor Amendment 2012-06-25vAENL
CADD VERSION
R14
PLOT SCALE
1 "=80'
PLOT DATE
COMM NO.
DRAMNGN.
ADDITIONAL IMPERVIOUS AREA
145,000 SQUARE FEET =3.33 ACRES
NEW BUILDINGS SQUARE FOOT ITEMIZA11014
APARTMENTS 307,832 S.F.
DUPLEXES 25,200 S.F.
EXTENDED CARE 20,000 S.F.
COMMONS BUILDING 60,743 S.F. 0 40 80 160
TOTAL 413,775 S.F. SCALE: 1"=80'
HEIGHT OF BUILDING
FRONT HEIGHT OF BUILDING = 45' (APPROX.)
REAR HEIGHT OF BUILDING = 65' (APPROX.)
HEIGHT OF BUILDING WILL NOT EXCEED 65'.
PROPOSED ADDITIONAL PARKING SPACES PER UNIT
MAJOR AMENDMENT (PARKING IN CIRCLE)
COMMUNITY CENTER EXPANSION (20,000 S.F.) (3 STAFF) 1 SPACE/STAFF 3
INDEPENDENT LIVING APARTMENTS (120 UNITS) 1.25 PER UNIT 150 REQ'D
DUPLEX COTTAGES (10 NEW) = 30 + 12 OFFSITE = 42 2 PER UNIT 20 REQ'D
SINGLE FAMILY VILLAS (11 UNITS) 2 PER UNIT 22
ASSISTED LIVING BUILDING (3 UNITS -43 BEDS) 1 SPACE/3 BEDS 22 REQ'D
EXTENDED CARE FACILITY (ALZHEIMER ETC.) (2 UNITS -24 BEDS) 1 SPACE/3 BEDS 8
.O
oy
9,Q
ZO
�s
NOTES:
1) SET THE TOPS OF ALL WALLS ALONG
PARK PATH EQUAL TO THE FINISHED
GRADE OF THE PARK PATH.
2) KEEP ALL CUT/FILL SLOPES TO
A MINIMUM SO AS TO SAVE THE
MAXIMUM NUMBER OF TREES.
3) ALL HEXAGONAL TURNAROUND
ISLANDS HAVE SIDES EQUAL
IN LENGTH TO 9.0'. ANY TREES
WITHIN 0.0' TO -2.0' OF
GRADE WILL BE SAVED.
4) ALL GRADING WILL BE DONE USING
FINISHED CONTOUR LINES TO
CAUSE THE LEAST AMOUNT OF
CUT AND FILL ALLOWABLE.
THE CUT AND FILL SLOPES
WILL BE KEPT TO 2:1 OR
STEEPER IF ROCK IS ENCOUNTERED.
IN SOME CASES THE CENTERLINE
OF THE ROAD CAN SHIFT TO
SAVE SIGNIFICANT TREES AND
ROCK OUTCROPPINGS.
1
0
'e
n
E
NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"
1-800-552-7001 •
MINOR AMENDMENT AREA
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lut' ADDITIONAL,PROVIDED CONSTRUCTED 1 / SPACES
-
` ! 1
�,. .,TOTAL SPAGES PROVIDED 410 SPACES
REQUIRED .
•
CANTERBURYWESTMINSTER
_
TOTAL =
35 ACRES 6. LOSS OF NEWLY CONSTRUCTED LOT -120 SPACES MINOR
LOT -100 SPACES
/•��:nzi
- .. 1•'11•SPACES
/ * `SPACES
OPEN SPACE PROVIDED = 19 31 ACRES
1`11 318 SPACESNEW
7. NEW
•A Es REQUIRED
INDEPENDENT APARTMENTS 150 SPACES
DUPLEXES / SPACES
EXTENDED CARE 24 BEDS1 •A ; SPACES
COMMUNITY CENTER(COMMONS) PARKING3 SPACES
SUBTOTAL 1 499 SPACES
SUBTOTAL SPACES PROVIDED SPACES LOT
11 )PACES REQUIRED
OF WHICH 2 VAN ACCESSIBLE REQUIRED 27
f ! ;':•
00
SPACES PROVIDED
*4 WOO
1111
ADDITIONALREGULAR 20
�./
err WC VAN ACCESSIBLE 8 VAN HANDICAP - PROVIDED : ACCESSIBLE
HC PARKING
F. "S PROVIDED SPACES
8. NEW SPAQ
�i�1i..��., ���t -per ..r :,. •�ii�i�/ 7. � / '� '-�!•~• �� ��
"t1X71
•
1 U11TSIDE + 10 ASIDE
EXT!'NDED LIVING
T6AL 499 SPACES1 SPACE ADDED FOR NEW GATEO. , COVER
SHEET
SUBTOTAL SPACES REQUIRED 500 SPACES
SUBTOTAL SPACES PROVIDED A14 RPArFq
/ / C 8-A CONTINUED PARKING REVIEW WITH MAJOR AND MINOR AMENDMENTS
D ON A
PPROVED MINOR SITE PLAN AMENDMENT PREPARED BY GLOECKNER ENGINEERING, BASE
DATED MAY1, 2007
A. TOTAL REQUIRED= 499 SPACES
B. TOTAL PROVIDED- 660 SPACES
11
s C. HANDICAP REQUIRED: 13 (2 VAN ACCESSIBLE
D. HANDICAP PROVIDED: 28(8 VAN ACCESSIBLE
E s \ \
TOTALS FOR NEW DEVELOPMENT PREPARED BY THE TIMM N ;GR
0 S OUP
DATED -
UNDER REVIEW GLOECKNER ENGINEERING
„ I/ /00// APAC€S L69 DUE TO NEW DEVELOPMENT: 35 B SPACES REQUIRED FOR NEW DEVELOPMENT •7
/SUMMIG WCO
4
8 1 BR UNITS X 1.5 SPACES UNIT 12 SPACES
/j
_ ENGINEERS SURVEYORS
26 2BR UNITS X 2 SPACES /UNIT- 52 SPACES
/ I / -
ESTIMATED 1 D NEW EMPLOYEES - 12 SPACES - --
J�
C. SPACES PROVIDED WITH NEW DEVELOPMENT: 95 PLANNERS
\ j I D. HANDICAP SPACES LOST DUE TO NEW DEVELOPMENT: 5 J I \ 1980 FOX RUN LANE
E. HANDICAP PA N
\ \ \ SPACES REQUIRED WITH NEW DEVELOPMENT: 4(1 VAN ACCESSIBLE)CHARLOTTESVILLE,VA. 22901
F. HANDICAP SPACES PROVIDED WIT NEW DEVELOPMENT: 6 OVAN ACCESSIBLE) \ \ \Tei. 804-971-1591
TOTALS FOR EXISTING AND NEW DEVELOPMENT
A. TOTAL REQUIRED: 573 499 FROM PREVIOUS + 74 WITH N Fax. 804-293-7612
Q ( NEW BLDG)
' / •\ �\ \ \\ 1 \ \\ \� TOTAL PROVIDED: 714(660 FROM PREVIOUS -41 LOST +95 WITH NEW BLDG
)) \ \ \ C. HANDICAP REQUIRED: 17(3 VAN ACCESSIBLE)
' 4•� / / D. HANDICAP PROVIDED: 29 (8 VAN ACCESSIBLE)
TOTAL WITH THIS MINOR AMENDMENT ADDED
14 OF
\ \ \ NEW SPACES ADDED, NONE LOST
`44A. TOTAL REQUIRED= 573 SPACES �Q
1111 \ \\ 4
B. TOTAL PROVIDED 7 1 SPACES
1 \ \ \ (714 FROM ABOVE + 27 NEW SPACES)
KURT N. GLOECKNER
5649
Volk
negg
PROJECT TITLE
copR
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' �� \ \ •die o /'� '- �;, ..`�."`� A' �i ', ve �i _�a St � :�
/ / �- •\ �� 16. 1, II, III AND IV = SCHEDULED PHASING. THIS WILL VARY ACCORDING TO
NEED AND DEMAND THIS IS FOR INFORMATIONAL PURPOSE ONLY
AND WILL CHANGE. BUILDINGS, BUILDING LOCATION AND PARKING
ARE SCHEMATIC ONLY. APPROVAL OF THIS PLAN DOES NOT Architecture
IMPLY APPROVAL OF FEATURES IDENTIFIED AS PROPOSED FUTURE Engineering
DEVELOPMENT". Planning
17. COMMONS FACILIT'� WILL I3ROM6E US€g Fob CU€sfis AND RESIDENTS. Interiors
18. TOTAL NUMBER OF EMPLOYEES = 230 TO 250 ESTIMATED 3 SHIFTS
I % 1 OF APPROX. 75 TO 80 EMPLOYEES ESTIMATED)
19. THE WOODED AREA THAT WAS SHOWN ON THE APPLICATION PLAN IS
APPROVED FOR PASSIVE RECREATIONAL USEAGE AND SHALL BE
MAINTAINED IN A NATURAL STATE EXCEPT FOR TRAIL AND RELATED
IMPROVEMENTS AS DEPICTED GENERALLY ON THE APPLICATION PLAN.
Sherertz Franklin Crawford Shaffner Inc.
305 S. Jefferson St., Roanoke, VA 24011
GENERAL CONSTRUCTION NOTES Phone 540 344-6564
FAX 540 343-6925
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF WAY, INCLUDING CONNECTION TO eMail sfcs.com
ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TANSPOTATION
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT SHALL PROJECT DESIGNER
GOVERN. PROJECT ARCHITECT
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED. PROJECT ENGINEER :KURT M. GLOECKNER, P.L.S. , P.E.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED DRAWN BY '
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. PHASE LINES CHECKED BY
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, PHASE LINES ARE FOR WEST MONSTER APPROVED BY
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHEIVED. CANTERBURY OF THE BLUE RIDGE
6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE N0. REVISION DESCRIPTION DATE
i
J NOTES: COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE FUNDING PURPOSES ONLY.
/ CHANNEL. 1 REVISION PER COUNTY COMMENTS 5/30/12
1. ALL SIDEWALKS AROUND ROAD PERIMETER ARE STANDARD
5' WIDE. SEE LANDSCAPE PLANS FOR ALL INTERIOR SIDEWALK DIMENSIONS. 7• ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 2. REVISION -ADDED LANSCAPE WALL 6/8/12
ICES. DEV
2. ALL PARKING SPACES ARE 9'X18' AND PAINT STRIPED. 8. DEVUNLICES.
OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. ALONG N.W. PROPERTY LINES
3. ALL DOUBLE LOADED PARKING LOTS ARE 60' WIDE
(FACE OF CURB TO FACE OF CURB. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
4, PAINT STRIPED PARKING SPACES PER VDOT SPECS.(STRIPING) FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1 DRAWING TITLE
5. ALL WOODLAND PATHS ARE 5' TO 8' WIDE WITH 4" MULCH SURFACE.
NOT IN CONTRACT,
6. PROJECT WILL BE PHASED.
A) THE FIRST PHASE= ENTIRE SITE WORK WILL BE INSTALLED
AND COMPLETED.
B) THE SECOND PHASE= ANY OR ALL OF THE BUILDINGS WILL
BE CONSTRUCTED.
7. ALL RETAINING WALLS WILL BE THE SAME AS PREVIOUSLY APPROVED
AND THE DESIGN WILL BE PROVIDED WITH TE FINAL SITE PLAN
SUBMITTAL.
8. ALL LIGHTING WILL BE THE SAME AS PREVIOUSLY APPROVED AND
WILL MEET THE LATEST COUNTY ORDINANCE. DETAILS WILL BE
SUBMITTED WITH THE FINAL SITE PLAN.
9. ALL WORK WILL BE DONE TO VDOT STANDARDS (YEAR 2001)
COUNTY APPROVAL
PROJECT DATA
DATE
ALBEMARLE COUNTY SERVICE AUTHORITY
i
TO CHARLQTTESViLLE
SHEET
DATE
15. PARKING CALCULATIONS:
NOTE:
PROVIDE 1" DIA. PVC CONDUIT 18"
NTY DEV
PLANNING AND COMMUNITY
AA __
`�v
DATB�O.2� j2
NOTE'1.
PROJECT NAME: WESTMINSTER CANTERBURY OF 'THE BLUE RIDGE
rrPE CURRENT ADDITIONAL
TOTAL
SPACES PER
TOTAL
��G
SITE
THIS AMENDMENT IS FOR CREATING PATHWAYS
2. OWNER: WESTMINSTER CANTERBURY OF THE BLUE RIDGE
UNITS UNITS
UNITS
UNIT
SPACES
DRAWING
iso
AND SMALL TRAILS WITH GAZEBOS, BENCHES
3. ADDRESS: c/o MR. C. HENRY HINNANT III
DATE
NewParkingLot.DWG
COORDINATED WITH THE LANDSCAPE PLAN.
AND OTHER RECREATIONAL AMENITIES THAT
250 PANTOPS MOUNTAIN ROAD
COTTAGES 40
40
2
80
PANTOPS
COMPLIMENT THE USE OF THIS SCENIC
CHARLOTTESVILLE, VA 22901
HOME FOR ADULTS 81 -
81
1.25
101.25
OPEN SPACE.
4. TAX MAP 78 PARCELS 55(A)6, 55A, X AND Y
HEALTHDS 34 32
FH (MAX. SNI BEDS
)REQUIRED 63 5
66
68
.25
1
16.5
68
NO ADDITIONAL PARKING IS REQUIRED SINCE NO
ADDITIONAL RESIDENTS OR STAFF
5. BOUNDARY PERFORMED BY R. AUBREY HUFFMAN & ASSOCIATES LTD.
SUBTOTAL SPACES
266 SPACES
(I.E. POPULATION DENSITY) WILL BE INCREASED.
6. TOPOGRAPHY OBTAINED FROM ALBEMARLE COUNTY SERVICE
SUBTOTAL SPA ED
CES PROVIDED
275 SPACES
AUTHORITY G.I.S. INFORMATION.
1. MAJOR AMENDMENT(CIRCLE)ADDITIONAL SPACES PROVIDED
18 SPACES
TOPOGRAPHY IS BASED ON U.S.C. & G.S. (NGVD 1929)
SUBTOTAL SPACES REQUIRED
266 SPACES
SUBTOTAL SPACES PROVIDED
293 SPACES
7. MAGISTERIAL DISTRICT: RIVANNA
2. DUPLEX COTTAGES SPACES REQUIRED
30 SPACES
%
8. ZONING: PRD, PLANNED RESIDENTIAL DEVELOPMENT;
DUPLEX COTTAGES SPACES PROVIDED
37 SPACES
ENTRANCE CORRIDOR OVERLAY DISTRICT,
SUBTOTALSPACESREQUIRED
296 SPACES
9. PRESENT USE: RESIDENTIAL/ELDER CARE/ASSISTED LIVING
SUBTOTAL SPACES PROVIDED
330 SPACES
10. PROPERTY IS SUBJECT TO ZMA 97-03
3. ASSISTED LIVING (43 BEDS) 1 SPACE/2BEDS
REQUIRED
22 SPACES
Route s4
11. THE SITE IS NOT WITHIN A DRINKING WATER RESERVOIR WATERSHED.
ASSISTED LIVING SPACES PROVIDED
20 SPACES
\NES'
tiAs�
12. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE.
SUBTOTAL SPACES REQUIRED
318 SPACES
13. THIS PROJECT IS SERVED WITH PUBLIC WATER AND SEWER.
SUBTOTAL SPACES PROVIDED
350 SPACES
VICINITY
MAP
14. MINIMUM SETBACKS:
4. SPACES REMOVED TO ALLOW FOR ASSISTED LIVING
60 SPACES
BUILDING AND PARKING
SUBTOTAL `PACES REQUIRED
318 SPACES
SCALE: 1"=2000'
11
FRONT
SUBTOTAL SPACES PROVIDED 350 - 60
290 SPACES
vlvti
lut' ADDITIONAL,PROVIDED CONSTRUCTED 1 / SPACES
-
` ! 1
�,. .,TOTAL SPAGES PROVIDED 410 SPACES
REQUIRED .
•
CANTERBURYWESTMINSTER
_
TOTAL =
35 ACRES 6. LOSS OF NEWLY CONSTRUCTED LOT -120 SPACES MINOR
LOT -100 SPACES
/•��:nzi
- .. 1•'11•SPACES
/ * `SPACES
OPEN SPACE PROVIDED = 19 31 ACRES
1`11 318 SPACESNEW
7. NEW
•A Es REQUIRED
INDEPENDENT APARTMENTS 150 SPACES
DUPLEXES / SPACES
EXTENDED CARE 24 BEDS1 •A ; SPACES
COMMUNITY CENTER(COMMONS) PARKING3 SPACES
SUBTOTAL 1 499 SPACES
SUBTOTAL SPACES PROVIDED SPACES LOT
11 )PACES REQUIRED
OF WHICH 2 VAN ACCESSIBLE REQUIRED 27
f ! ;':•
00
SPACES PROVIDED
*4 WOO
1111
ADDITIONALREGULAR 20
�./
err WC VAN ACCESSIBLE 8 VAN HANDICAP - PROVIDED : ACCESSIBLE
HC PARKING
F. "S PROVIDED SPACES
8. NEW SPAQ
�i�1i..��., ���t -per ..r :,. •�ii�i�/ 7. � / '� '-�!•~• �� ��
"t1X71
•
1 U11TSIDE + 10 ASIDE
EXT!'NDED LIVING
T6AL 499 SPACES1 SPACE ADDED FOR NEW GATEO. , COVER
SHEET
SUBTOTAL SPACES REQUIRED 500 SPACES
SUBTOTAL SPACES PROVIDED A14 RPArFq
/ / C 8-A CONTINUED PARKING REVIEW WITH MAJOR AND MINOR AMENDMENTS
D ON A
PPROVED MINOR SITE PLAN AMENDMENT PREPARED BY GLOECKNER ENGINEERING, BASE
DATED MAY1, 2007
A. TOTAL REQUIRED= 499 SPACES
B. TOTAL PROVIDED- 660 SPACES
11
s C. HANDICAP REQUIRED: 13 (2 VAN ACCESSIBLE
D. HANDICAP PROVIDED: 28(8 VAN ACCESSIBLE
E s \ \
TOTALS FOR NEW DEVELOPMENT PREPARED BY THE TIMM N ;GR
0 S OUP
DATED -
UNDER REVIEW GLOECKNER ENGINEERING
„ I/ /00// APAC€S L69 DUE TO NEW DEVELOPMENT: 35 B SPACES REQUIRED FOR NEW DEVELOPMENT •7
/SUMMIG WCO
4
8 1 BR UNITS X 1.5 SPACES UNIT 12 SPACES
/j
_ ENGINEERS SURVEYORS
26 2BR UNITS X 2 SPACES /UNIT- 52 SPACES
/ I / -
ESTIMATED 1 D NEW EMPLOYEES - 12 SPACES - --
J�
C. SPACES PROVIDED WITH NEW DEVELOPMENT: 95 PLANNERS
\ j I D. HANDICAP SPACES LOST DUE TO NEW DEVELOPMENT: 5 J I \ 1980 FOX RUN LANE
E. HANDICAP PA N
\ \ \ SPACES REQUIRED WITH NEW DEVELOPMENT: 4(1 VAN ACCESSIBLE)CHARLOTTESVILLE,VA. 22901
F. HANDICAP SPACES PROVIDED WIT NEW DEVELOPMENT: 6 OVAN ACCESSIBLE) \ \ \Tei. 804-971-1591
TOTALS FOR EXISTING AND NEW DEVELOPMENT
A. TOTAL REQUIRED: 573 499 FROM PREVIOUS + 74 WITH N Fax. 804-293-7612
Q ( NEW BLDG)
' / •\ �\ \ \\ 1 \ \\ \� TOTAL PROVIDED: 714(660 FROM PREVIOUS -41 LOST +95 WITH NEW BLDG
)) \ \ \ C. HANDICAP REQUIRED: 17(3 VAN ACCESSIBLE)
' 4•� / / D. HANDICAP PROVIDED: 29 (8 VAN ACCESSIBLE)
TOTAL WITH THIS MINOR AMENDMENT ADDED
14 OF
\ \ \ NEW SPACES ADDED, NONE LOST
`44A. TOTAL REQUIRED= 573 SPACES �Q
1111 \ \\ 4
B. TOTAL PROVIDED 7 1 SPACES
1 \ \ \ (714 FROM ABOVE + 27 NEW SPACES)
KURT N. GLOECKNER
5649
Volk
negg
PROJECT TITLE
copR
\\ i Gt' ii=:: iii F#i�•�
' �� \ \ •die o /'� '- �;, ..`�."`� A' �i ', ve �i _�a St � :�
/ / �- •\ �� 16. 1, II, III AND IV = SCHEDULED PHASING. THIS WILL VARY ACCORDING TO
NEED AND DEMAND THIS IS FOR INFORMATIONAL PURPOSE ONLY
AND WILL CHANGE. BUILDINGS, BUILDING LOCATION AND PARKING
ARE SCHEMATIC ONLY. APPROVAL OF THIS PLAN DOES NOT Architecture
IMPLY APPROVAL OF FEATURES IDENTIFIED AS PROPOSED FUTURE Engineering
DEVELOPMENT". Planning
17. COMMONS FACILIT'� WILL I3ROM6E US€g Fob CU€sfis AND RESIDENTS. Interiors
18. TOTAL NUMBER OF EMPLOYEES = 230 TO 250 ESTIMATED 3 SHIFTS
I % 1 OF APPROX. 75 TO 80 EMPLOYEES ESTIMATED)
19. THE WOODED AREA THAT WAS SHOWN ON THE APPLICATION PLAN IS
APPROVED FOR PASSIVE RECREATIONAL USEAGE AND SHALL BE
MAINTAINED IN A NATURAL STATE EXCEPT FOR TRAIL AND RELATED
IMPROVEMENTS AS DEPICTED GENERALLY ON THE APPLICATION PLAN.
Sherertz Franklin Crawford Shaffner Inc.
305 S. Jefferson St., Roanoke, VA 24011
GENERAL CONSTRUCTION NOTES Phone 540 344-6564
FAX 540 343-6925
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF WAY, INCLUDING CONNECTION TO eMail sfcs.com
ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TANSPOTATION
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT SHALL PROJECT DESIGNER
GOVERN. PROJECT ARCHITECT
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED. PROJECT ENGINEER :KURT M. GLOECKNER, P.L.S. , P.E.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED DRAWN BY '
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. PHASE LINES CHECKED BY
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, PHASE LINES ARE FOR WEST MONSTER APPROVED BY
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHEIVED. CANTERBURY OF THE BLUE RIDGE
6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE N0. REVISION DESCRIPTION DATE
i
J NOTES: COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE FUNDING PURPOSES ONLY.
/ CHANNEL. 1 REVISION PER COUNTY COMMENTS 5/30/12
1. ALL SIDEWALKS AROUND ROAD PERIMETER ARE STANDARD
5' WIDE. SEE LANDSCAPE PLANS FOR ALL INTERIOR SIDEWALK DIMENSIONS. 7• ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 2. REVISION -ADDED LANSCAPE WALL 6/8/12
ICES. DEV
2. ALL PARKING SPACES ARE 9'X18' AND PAINT STRIPED. 8. DEVUNLICES.
OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. ALONG N.W. PROPERTY LINES
3. ALL DOUBLE LOADED PARKING LOTS ARE 60' WIDE
(FACE OF CURB TO FACE OF CURB. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
4, PAINT STRIPED PARKING SPACES PER VDOT SPECS.(STRIPING) FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1 DRAWING TITLE
5. ALL WOODLAND PATHS ARE 5' TO 8' WIDE WITH 4" MULCH SURFACE.
NOT IN CONTRACT,
6. PROJECT WILL BE PHASED.
A) THE FIRST PHASE= ENTIRE SITE WORK WILL BE INSTALLED
AND COMPLETED.
B) THE SECOND PHASE= ANY OR ALL OF THE BUILDINGS WILL
BE CONSTRUCTED.
7. ALL RETAINING WALLS WILL BE THE SAME AS PREVIOUSLY APPROVED
AND THE DESIGN WILL BE PROVIDED WITH TE FINAL SITE PLAN
SUBMITTAL.
8. ALL LIGHTING WILL BE THE SAME AS PREVIOUSLY APPROVED AND
WILL MEET THE LATEST COUNTY ORDINANCE. DETAILS WILL BE
SUBMITTED WITH THE FINAL SITE PLAN.
9. ALL WORK WILL BE DONE TO VDOT STANDARDS (YEAR 2001)
COUNTY APPROVAL
BLOCK
DATE
ALBEMARLE COUNTY SERVICE AUTHORITY
i
COVER
SHEET
1 "=80'
DATE
APRIL 2, 2012
SHEET
1 of 5
DATE
DEPARTMENT OF ENGINEERING
ff� II
l ���i ��i1 U,� l k%,-
DATE
DRAWING SCALE
NOTE:
PROVIDE 1" DIA. PVC CONDUIT 18"
NTY DEV
PLANNING AND COMMUNITY
AA __
`�v
DATB�O.2� j2
COMM. NO.
UNDER EACH COURTYARD SIDEWALK AND
x
ALL SIDEWALKS ON THE INSIDE OF THE LOOP
DEPARTMENT OF ZONING
DATE
DRAWING
ROAD "A" FOR FUTURE IRRIGATION SYSTEM.
THE LOCATION OF THESE CONDUITS SHOULD BE
FIRE OFFICER
DATE
NewParkingLot.DWG
COORDINATED WITH THE LANDSCAPE PLAN.
BUILDING OFFICIAL
DATE
JOB NUMBER
12-003-00
1 "=80'
DATE
APRIL 2, 2012
SHEET
1 of 5
610
590
580
DATUM ELEV
575.00
p0
�d0'•
��
WIDTH:
18"
*DEPTH:
10"
HEIGHT:
8"
*WEIGHT:
45 LBS
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10+00
NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"
1-800-552-7001.
NOTE:
1. THESE DIGITIZED PLANS SUPERSEDE PREVIOUS SITE PLANS.
FINAL GRADING IS TO LANDSCAPE DESIGN. ALL SIDEWALKS, CURB
RADII ARE DIMENSIONED. SOME DROP INLET TOPS HAVE CHANGED
SLIGHTLY TO BETTER ACCOMMODATE GRADING. ALL WALKWAYS ARE
TO BE CENTERED ON DOORWAYS. LAYOUT WILL BE VERIFIED IN ALL
CASES.
2. CONTRACTOR SHALL REVIEW FOR ADDITIONS, DELETIONS AND/OR
OMISSIONS AND REPORT SAME TO ENGINEER.
3. CONTRACTOR SHALL UNDERCUT 2.6 FEET BELOW FINISH GRADES
SHOWN IN ALL SOFT AREAS.
LANDSCAPE WALL NOTES:
1. WALLS CAN BE KEYSTONE, ANCHORWALL ,OR APPROVED EQUIVALENT.
2. WALLS WILL BE CAPPED.
3. NO GEOTECH REIFORCING WILL BE NECESSARY.
KEYSTONE 4" CAP UNIT
KEYSTONE STANDARD UNIT
1
DESIGN HEIGHT FINISHED GRADE g
620
610
590
580
Cv
DATUM ELEV^�00 N
575.00 !11 tco� O
/0 i /
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1 1 I /
11+00 12+00 13+00 14+00 � U T�F� D�
4 VNTE .5'
1 A k
/ LL�L
111
CENTERLINE / 30 N OUN A
/ o I to
PARKING LOT PROFILE /
HORIZONTAL SCALE: 1"=20' / e
/
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/ C 9 a
3
CENTERLINE
22.80'
TRAY LWAY
22 80' ONE WAY
12,00'
rm OF CURB SPOT ELEVA
22.80'
2.0" SM -9.5 SURFACE COURSE
GOVERN GRADING)
U) TO CHARLOTTESVILLE
O� % ■ % i ' i
ARCHITECTURAL PANTOPS
HAND RAIL TO
MATCH ADJACENT
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BACKFILL
RETAINED SOIL -7
- UNIT CORE FILL
(3/4" CRUSHED
ROCK OR STONE)
PERFORATED DRAIN PIPE (OPTIONAL)
TYPICAL UNREINFORCED SECTION
UNREINFORCED CONCRETE OR STANDARD UNIT - 1" MINIMUM SETBACK
CRUSHED STONE LEVELING PAD- N.T.S.
6" CRUSHED ROCK OR
UNREINFORCED CONCRETE
LEVELING PAD
vAENL
CADD VERSION
R14
PLOT SCALE
1 "=20'
PLOT DATE
COMM NO.
DRAVANG NO.
-7 r,"
ELEVATION �--g" STEP
LEVELING PAD DETAIL
N.T.S.
BASE LEVELING PAD NOTES:
1. THE LEVELING PAD IS TO BE CONSTRUCTED
OF CRUSHED STONE OR 2,000 PSI±
UNREINFORCED CONCRETE.
2. THE BASE. FOUNDATION IS TO BE APPROVED
BY THE SITE GEOTECHNICAL ENGINEER PRIOR
TO PLACEMENT OF THE LEVELING PAD.
STANDARD UNIT
WIDTH: 18"
*DEPTH: 210
HEIGHT: 8"
*WEIGHT. 115 LBS ,.• " ,
SLOPE CUT
SECTION
MINI CAP UNIT
WIDTH:
18"
*DEPTH:
10"
HEIGHT:
8"
*WEIGHT:
45 LBS
UNIT FACE
`- 6" CRUSHED ROCK OR
UNREINFORCED CONCRETE
LEVELING PAD
STANDARD UNIT/BASE PAD ISOMETRIC VIEW
N.T.S.
*DIMENSIONS & WEIGHT MAY VARY BY REGION
■
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RADIUS TO LOW POINTS Y FS•38
TOP OF CURB ELEVATION MINUS 0.2' MIN SF17 �� �1� ♦♦� CG�� '�� �' t ✓
ON DOWN HILL SIDE=189.88' wh� T S // �♦ � �♦ 2 �' �
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TOP OF CURB ELEVATION % 1� <6 X r
`♦ �♦ O
TOP OF CURB ELEVATION MINUS 0.2' MIN / T .S / O♦s+p♦♦,`7S,i
0' / .61589.53 � T 192 T 89.7► �♦ �♦ h°'ry �93 \ C
TOP OF CURB ELEVATION 00 11\ -� T . C589.5 a o , 1♦ ,♦�♦ ,�g
TOP OF CURB ELEVATION MINUS 0.2 MIN /�`.�/ / tit 'SS8 a�`� �♦ O O ,� j
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O EXISTING IRON TO BE REMOVED
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AS NECESSARY 7.5 ° 88.6TC
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ROVE 64
VICINITY MAP
SCALE: 1"=2000'
MINOR
SITE
AMENDMENT
NEW
PARKING
LOT
27
ADDITIONAL
SPACES
PLAN
GLOECKNER ENGINEERING
/SURVMG INC.
ENGINEERS -SURVEYORS
�ftcPLANNERS -
1980 FOX RUN LANE
CHARLOTTESVILLE, VA. 22901
Tel. 804-971-1591
Fax. 804-293-7612
o r,�
KURT K GLOECKNER a
r VA
5649._
SjONAL�
Architecture
Engineering
Planning
Interiors
SECS
Sherertz Franklin Crawford Shaffner Inc.
305 S. Jefferson St., Roanoke, VA 24011
Phone 540 344-6664
FAX 540 343-6925
eMail sfcs.com
DO NOT 1■►■1 PROJECT DESIGNER
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■1 1010 ,■1■ • v 11 :3' r ; %�_.% cv PROJECT CIVIL ENGINEER :KURT M. GLOECKNER, RLS. , P.E.
I■ r�■1 �1 1■,■ BOv� 8- 101■
01 F GVR 1 ' X12 ,o1■1 �\ 9e � O P` i �� ,,`1' rl`b •,p 's'N �....._ _ � Ir �O DRAWN BY
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ingLot.DWG
JOB NUMBER
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DATE
APRIL 2, 2012
SHEET
2 OF 5
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SCALE: 1"=2000'
MINOR
SITE
AMENDMENT
NEW
PARKING
LOT
27
ADDITIONAL
SPACES
PLAN
GLOECKNER ENGINEERING
/SURVMG INC.
ENGINEERS -SURVEYORS
�ftcPLANNERS -
1980 FOX RUN LANE
CHARLOTTESVILLE, VA. 22901
Tel. 804-971-1591
Fax. 804-293-7612
o r,�
KURT K GLOECKNER a
r VA
5649._
SjONAL�
Architecture
Engineering
Planning
Interiors
SECS
Sherertz Franklin Crawford Shaffner Inc.
305 S. Jefferson St., Roanoke, VA 24011
Phone 540 344-6664
FAX 540 343-6925
eMail sfcs.com
DO NOT 1■►■1 PROJECT DESIGNER
=1.5 11/1`1 ■►■i■ ►■►■►■ ♦ Q i r -
' 1■1■1 ►
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■1 1010 ,■1■ • v 11 :3' r ; %�_.% cv PROJECT CIVIL ENGINEER :KURT M. GLOECKNER, RLS. , P.E.
I■ r�■1 �1 1■,■ BOv� 8- 101■
01 F GVR 1 ' X12 ,o1■1 �\ 9e � O P` i �� ,,`1' rl`b •,p 's'N �....._ _ � Ir �O DRAWN BY
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-- 9� ♦i ,.. �"'- `_,� ` �'� o, �.J N0. REVISION DESCRIPTION DATE
�♦ R5 + �O ♦ �� / - \� 1 REVISION PER COUNTY COMMENTS 5/30/12
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JOB NUMBER
12-003-00
r ,
SCALE: 1"=20'
DATE
APRIL 2, 2012
SHEET
2 OF 5
MENU
CADD VERSION
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PLOT SCALE
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PLOT DATE
COMM NO.
97-018-07A
DRAWING NO.
S71 RMSEW.DWG
TO CHARLOTTESVILLE
��0 NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 'f�pG
/ 1-800-552-7001, c�2s SITE
� o
PANTOPS
THE TOP ELEVATION OF ALL
GRADE ADJUSTMENTS OF THE LANDSCAPE PLAN.
DROP INLETS AND MANHOLES
WILL BE ADJUSTED IN THE FIELD
ACCORDING TO THE ROAD AND /
PARKING LOT CENTERLINE GRADES
NO
ND CROSS SLOPE GRADES. /ice Q Q
ALSO MINOR ADJUSTMENTS SHOULD
BE MADE TO CONFORM TO THE FINAL STORM SEWER SYSTEM
GRADE ADJUSTMENTS OF THE LANDSCAPE PLAN. �. �� / /� �� // �4 66
DI#5TO D1#9 PLAN VIEW-------= �� % % •� �, 65
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R�
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R-1 g•
GLOECKNER ENGINEERING
LO
85 \ 40 , --, 5g� • �o�g Gj 5 as !/ M i x� e 1
�� O- �_ _ - , /SUR�G INC.
1 2 CG- 18 19 I'
317 ENGINEERS - SURVEYORS
R, S 4 , 15 16 Y, Ii
5 6 _ 14 - PLANNERS -
Cn' 7 8 9 10 11 12 13 '' �' 1980 FOX RUN LANE
CID `, ■
R 0 R^o _ R=2' R=2' R=2 CHARLOTTESVILLE, VA. 22901
A Dom, aD l,y O Tel. 804-971-1591
■ 01\1 Fax. 804-293-7612
�.I•,TH OF
$� yj
DOG HOUSE MANHOLE
o
48" DIA. REINFORCED CONC. a
GENERAL CONSTRUCTION NOTES NOTE: 48"
3 NEW DROP INLETS (Df -3A EA. L=2.5') TOPS MH -1 WITH DOGHOUSE OPENINGS KURT M.649
t�.0Et�(NER
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY 620 USING 3.0' DIA. DOG -HOUSE MANHOLES SET OVER EXISTING PIPES 620 USE STANDARD VDOT DI -3A TO ACCOMODATE EXISTING PIPE SIZES
EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY z
EXISTING ROAD A PERMIT FOR SAID CONSTRUCTION SHALL BE 0:`�IONAL01
11
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(HEREAFTER ABBREVIATED V.D.O.T.). o �. 00 (XII ,�� SET DOGHOUSE ON
N co o z 0+0CONCRETE BLOCKS
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION z ai -j
METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS 't '� U PROJECT TITLE
OF VDOT UNLESS OTHERWISE NOTED. ALL EXCAVATION FOR 610 0 U co M 610 DOGHOUSR OPENING
UNDERGROUND PIPE INSTALLATION MUST COMPLY OSHA STANDARDS w r,�'- o �¢-' ® SHALL BE PREFORMED
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). a, Q N o �, rn O '- BY MANUFACTURER OR
z C', rr � 0`i � o Q .- + SAW CUT TO FIT PIPE
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN � rn II 00
E_' �s o d- CL N `� Q .- OUTSIDE DIAMETER
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST oil `roo w MIN. 12" CLEARANCE
- II C i o o Il O II �. rl �- PLUS 6 . '
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 600 600 EN EXISTING PIPE
,nom= FINISHED GRADE o a. If r II 00
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED v oc a ~ m m ¢ INISHED GRADE O � w `� AN TONE BEDDING
II
AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. I Q- o � `moi' o i' ~ :qkm °° a `�
WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER o o f --w m N o 0 0 0 0 I I r- II J 05 Z. 00 G Q i6 r��
ARE TO BE ACHIEVED.
_ _ _ _ EXISTING RADE ao
o 0 o v m 'n FINISHED GRADE �_ -� M 'ISCO N
VIRGMU
5. ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION. 590 -._-_� ¢ Z;tzM o w II N� 590 ALBEHAM �'
6. PAVED OR RIP -RAP LINED DITCHES MAY BE REQUIRED WHEN IN THE
2523 ~ Q
OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS o
169.11'-18" R.C.P. --�_ _ 0 o RV)
DEEMED NECESSARY IN ORDER TO STABLIZE A DRAINAGE CHANNEL. 0 01.66
0Architecture
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA ul 0 00 126.80 -1 R.C.P. 01.42% o
i 11
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 580 580 Engineering
I I S 0� - 24 R.C.P. 01. 9 z ,� O ���, Planning
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED ? o LO II N ,n 000 100.14--24"R.C.P. 01.80 8X8 X16 AND 4X8 X16
CONCRETE PIPE - CLASS III. 11 LO 11 z o 00 d'
3 z F. _ 0 0o SOLID CONCRETE BLOCKS y/ interiors
z z - II 0 a w W r o CENTER W RISER S
9. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF - - ? 0 M _ LO II r` >'
w to r- L0 WALL 4 EACH O L
THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS z Z > J o II 0 II �'F O
AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR 570 _ z_ j - II O
SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND w Q F w zz > > z O= 570 DOGHOUSE MANHOLE BASE
STRUCTURES AS NECESSARY. -� z _ _
tl U Z Z
10. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOUNDARIES, BUILDINGS, Z X o - z z z FILL ALL VOIDS c Sherertz Franklin Crawford Shaffner Inc.
VEGETATION AND OTHER PERTINENT SITE ELEMENTS. < J z z O w AROUND PIPE TO 305 S. Jefferson St., Roanoke, VA 24011
w ¢ 2 w REMOVE TOP HALF OF
- . w THE HALF PIPE Phone 540 344-6664
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 560 560 ELEVATION AND EXISTING PIPE AT THE
w z _ FAX 540 343-6925
1-800-552-7001. � � � > � ¢ THEN FINISH SIDES PROPOSED DOGHOUSED
rn z J ca MANHOLE SITES. email sfcs.com
12. CONTOUR INTERVAL = 2 FEET x a z -u z TO A SLOPE TO
w w ¢ w c� THE PIPE PROJECT DESIGNER
13. OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE AND AWAY 0 z W a z
FROM ADJACENT PROPERTIES AND ROADWAYS. THE FIXTURES SHALL BE � a w a � PROJECT ARCHITECT :
SHIELDED WITH THE LIGHT RAYS NOT EMITTING ABOVE THE HORIZONTAL PLANE
550_ J w x 550 PROJECT CIVIL ENGINEER :KURT M. GLOECKNER, P.L.S. , P.E.
OF THE LIGHT FIXTURE. w ALLOW CONCRETE
z TO FLOW A MIN. Q�p,G�-� DRAWN BY '
F_ a 1'-0" BEYOND BASE CHECKED BY '
x a. OF STRUCTURE APPROVED BY
'' S\ O� \�G NO. REVISION DESCRIPTION DATE
DATUM ELEV DATUM EL V DATUM ELEV \\`�• G
540.00 544.04 540.00 -4p0
�t M N o •t u� 00 00 . ; rn d- LO to o 000 rn N o r �n o d- m Q\Q�FZ1 :. �0 „ "(\Jti 1. REVISION PER COUNTY COMMENTS 5/30/12
of rri 4 N 41-1 cfl C r.0 406 ori Oi ori 00 Orn 6 a 10 06 4 � cV G �, .a , •' :.. N S
0001 00 rn 00 0) r rn r 000 cc 00 CO co 0°� cti 00 co 00 r 00 c0 00 ('000 �\ SE ,° ' • 2. REVISION -ADDED LANSCAPE WALL 6/8/12
ern LO 0 Lr) L0 LO U) tom LO In n� L0 In �u) Lo Ito U-) U) Lo 10 +nom \S 6
`n � � + : • • < •' �G' ALONG N.W. PROPERTY LINES
4
13+50 14+00 15+00 16+00 16+70.40 17+00 18+00 19+00
FILL DOGHOUSE OPENING DRAWING TITLE
AROWND ITHISTING CONCRETE
IH 3000 PSIO
TE STORM SEWER SYSTEM
TORM S SYSTEM WRAP EXISTING PIPE WITH OR NON -SHRINKING GROU
NEOPRENE GASKET MATERIAL 3 D.I. ADDITIONS (WEST SIDE)
BEFORE FILLING THE OPENINGS
D1#5 T DI#9 PROFILE OR NON -SHRINKING GROUT DRAWING SCALE SCALE: 1"=20'
HORIZONTAL SCALE: 1"=20' FOUNDATION SECTION VIEW COMM. NO. DATE
APRIL 2, 2012
•
OT VERTICAL SCALE: 1"=30'
DRAWING SHEET
ALL R.C.P. IS CLASS III NewParkingLot.DWG
JOB NUMBER
12-003-00 OF 5
ENL
R14
0T SCALE
1 "=20'
NOTES:
1) FINISH GRADING CONTOURS SHOWN
ARE APPROXIMATE. SEE LANDSCAPE
ARCHITECT GRADING PLAN FOR
FINE FINISH GRADES AND EXACT
YARD DRAIN LOCATIONS.
2) ALL EXISTING DOWNSPOUTS
ALONG EXISTING BUILDINGS
WILL BE CONNECTED TO
NEW OR EXISTING STORM
DRAIN SYSTEM.
3) ALL YARD DRAIN PIPE IS TO BE
6" P.V.C. SCHEDULE 40 PIPE EXCEPT
AS OTHERWISE NOTED.
4) ALL FINAL HARDSCAPE LAYOUT INCLUDING
CURB, GRADING AND YARD DRAINS
WILL BE ACCOMPLISHED USING
THESE LATEST PLANS.
5) 0 TYPICAL YARD DRAIN
6) *• TYPICAL ROOF DRAIN
LANDSCAPE FLORA
LANDSCAPE NOTES:
1. PLANTING AS FOLLOWS:
14 RED MAPLES 1 1/2" 40' O.C. -
CALIPER 40.0' -ON CENTER C)
2. WITH 14 RED OSIER DOGWOOD ----- a ---�-
2.0' HEIGHT AS SHOWN, 40.0' O.C.
2. 8- JAPANESE FLOWERING CHERRY 6,-7' HEIGHT-
CALIPER
EIGHT-CALIPER 15.0' -ON CENTER
(PRUNUS SERRULATA CVS.)
C
NOTE:
1. THESE DIGITIZED PLANS SUPERSEDE PREVIOUS SITE PLANS.
FINAL GRADING IS TO LANDSCAPE DESIGN. ALL SIDEWALKS, CURB
RADII ARE DIMENSIONED. SOME DROP INLET TOPS HAVE CHANGED
SLIGHTLY TO BETTER ACCOMMODATE GRADING. ALL WALKWAYS ARE
TO BE CENTERED ON DOORWAYS. LAYOUT WILL BE VERIFIED IN ALL
CASES.
2. CONTRACTOR SHALL REVIEW FOR ADDITIONS, DELETIONS AND/OR
OMISSIONS AND REPORT SAME TO ARCHITECT.
3. CONTRACTOR SHALL UNDERCUT 2.6 FEET BELOW FINISH GRADES
SHOWN IN ALL SOFT AREAS.
THIS PIPE MUST BE BLOCKED UNTIL
EXISTING SEDIMENT BASIN #2 IS
REMOVED AND THIS AMENDMENT AREA
STABILIZED AT COMPLETION OF PROJECT.
LO
NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"
1-800-552-7001. ■
ARCHITECTURAL
HAND RAIL TO
-'_� : ■ ;�-� MATCH ADJACENT
�
■ \ � �PORCH RAILING.
'
3:1 ■ ■
% 1 !
LEGEND
r ;
SOIL EROSION AND
W
SEDIMENT CONTROL SYMBOLS r �'�s, R,3 5 6 6+
CD = CHECK DAM KITTS OF GRADING - _ ■ s•
CE = CONSTRUCTION ENTRANCE GAO T g ■ ■
CRS= CONSTRUCTION ROAD STABILIZATION
SILT FENCE SF--X--x-x-- ! - N
DC =DUST CONTROL
DD = DIVERSION DIKE I co tO
DV =DIVERSION
■
IP =INLET PROTECTION MU MULCH STORM DRAIN onip THIS INSTALLATION r r I
OP =OUTLET PROTECTION INLET PROTECT[ON IS CRITICAL H! ■
PS = PERMANENT SEEDING ■ it �� G
■ r
SC =STREAM CROSSING DUST CONTROL. DC
h x■ r i
�■ _ ' I
SB =SEDIMENT BASIN �40
SF = SILT FENCE TOP30II1NQ O + i �(N
PERMANENT
ST = SEDIMENT TRAP SEEDINGTO & PS & _ r i rn
TO TOPSOIL
TS = TEMPORARY SEEDING �o`c ■ •
GENERAL EROSION AND SEDIMENT CONTROL NOTES �; ^ �°c ■ ; r0*)
t11 _ ■ ¢`n
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION ,a tt c' \ '� ■ r It r S
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK / / �O o o
PRIOR TO THE FINAL INSPECTION. o r
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO O
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK AND VIRGINIA REGUKATIONS VR625-02-00 EROSION AND SEDIMENT CONTROL O� ■ N i i
REGULATIONS / PL '
■ _ o r
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN / j ! v �r
CLEARING. l / O ■ - cv i
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT / / �J - rn r ; 40 o
/ / j (� ! ! ■ r i �u jcD
ALL TIMES. I ■ r � i
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS � � / �0 _ ■ f r , ,n
INCLUDING BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS THE CONTRACTOR SHALL SUBMIT ` ■
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN / c5 - ■ LZ
/ N_
APPROVING AUTHORITY. / / � ^ tI - - .g,, 5
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY -S .
TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. / ■ `�, G 12 '
7. ALL DISTURBING AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND / / TC aX(o Q N
I TC 9 a ■ r o Do, 0 (6 0
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. / ,< �20u-) a, z
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. / / i 5 PVC LI E �� <W
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-�. r rl
FC70
PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE f �!�
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. / / J ■ ?-
r ■ h
10 % i
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT / � ,5 ! t IUj � /, ,
MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMEDWITHIN 7 DAYS OF COMPLETION PER ZONING / /hoq • I ■
■
ORDINANCE SECTION 5.1.28. .� • O � r i _, �,..�., ��, h
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF % 6 1• _ j N 00 i
ALBEMARLE.i / // •5 . 10 !
14. BORROW FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO / 5
THE HOURS OF 7:OOAM TO 9:OOPM. / ■ Oo I
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL
I PIN / / ■ I 1 ;
SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSON, PHYSICAL DAMAGE TO ADJACENT LAND AND f���
IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. I `76�" / W
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT
STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION MEASURES REQUIRED 1 11 \ - ■ ■ o ; �I •
BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. / / �,� ■ ■ ■
17. TEMPOARY STABILIATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE 75/// / / , ■
/ 2 r
LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL /� % / I ■ i o
RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY /
y
591. 12 : \ T R 59 .
THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. f/ /
ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. / / �O r r
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER PERMANENT SEEDING AND MULCH. / /� '� // ' 96.6
AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 9OLBS/1000SF, INCORPORATED INTO THE TOP 4-6 / / / 3 O r �
INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT / / T / % ■ `� �' Q'n
MIX. PERMANT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR / / a 3 I/ r ■ �� � N _ o NI
TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE / / / / /tr, / N p<� ■ j ■1 �� i �o�
APPLIED AT 8OLBS/100SF. ALTERNATIVES ARE SUBJAECT TO APPROVAL BY THE COUNTY EROSION CONTROL / °
INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE / �, / < r j j -116
OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED
WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE Z 5 �� r „ �/
RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES / / / I ' U .. - 6 - F PR T I ^� KM
WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED / / / a 15 4 ■ �_ ____-_ _ _ = y -.
s
IMMEDIATELY. /� / / /i X R m� \\ /�V / i
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF / 6 I �V c� ( / 00
LSITESTABILIZATION
FINA ■ O �' �� ` + !
WHEN MEASURES ARE NO LONGER NEEDED SUBJECT TO APPROVAL BY THE / 1 - -. m� w \
COUNTY EROSION CONTROL INSPECTOR. / e ^^� a N ■
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF
APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
7C
22. PERMANENT VEGETATION SHALL BE INSTALL ON ALL DENUDED AREAS WITHIN (9) MONTHS AFTER
THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. WATER PROTECTION ORDINANCE SECTION 17- / Oa a' r
2078) 8 7 �� �♦� ♦ �♦` CGS 2 -�� ��'' ; -
1
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% ♦1 �♦N - ��� `S9` 1
/ 2
,��0 \ep ♦ ♦�� ♦ GGA R=6' II Rr3' r
TEMPORARY 24" C.M.P. OR H.D.P.E.
PIPE. DISCHARGE TO EXISTING
SEDIMENT BASIN. TO BE REMOVED
AT COMPLETION OF PROJECT.
h1
TO CHARLOTTESVILLE
+pG
so
PANTOPS
*SS''
ROUT 64
VICINITY MAP
SCALE: 1"=2000'
MINOR
SITE
AMENDMENT
NEW
PARKING
LOT
27
ADDITIONAL
SPACES
PLAN
In
Q
U_
`�' GLOECI---R ENGINES
LL /S WMIG INC.
y) z
I o ENGINEERS - SURVEYORS
Z o J - PLANNERS -
z o z 1980 FOX RUN LANE
U Q Q - CHARLOTTESVILLE, VA. 22901
W 0 Tei. 804-971-1591
`` > LLj > a_ o 00 Fax. 804-293-7612
WLLJ Ln • O X
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z�
0 W �11110,11
UmU •��'ALTH pF A
Q � � J n
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5649
LL LL_ U ~ a_ (!) �szpNAL '1
LLJ Ld = (n LiJ
U
OzH=No-
z D V) PROJECT TITLE
5'��R C•A.IIt
o
r' ALHBNARLE COUNTY. VIRGINIA
rn cT'
Architecture
V Engineering
Planning9
+ Interiors
• CQ
xk `11 tk _� R,Z. �♦� O O S ,y I 00`L Sherertz Franklin Crawford Shaffner Inc.
� t t rrrr►rr'!rt � , 1/t i■ ■f � 96 � �" •s R=5' ��82 � �'� Pone Jefferson 540 344 St., Roanoke,
VA 24011
P
rrtrtrtrrrt■ gOVE 4�
rrr■ FCU .♦♦ �� `1' _ 2
ti ' ABOVE R�2 R trrtrrrtr TOP rrrrr �• , �`L� �.G FAX 540 343-6925
X �� '� '�� Yop OF CURB r r t t ■ t r ■ �``� PROJECT DESIGNER '
O rtrtrrrrrrrrrrrtr rttrarrrrr �� �� � email sfcs.com
rrrrrt ■rrrrr ^� ;-```'`•,\ ° �� P
ntrrtrrrr - ----
� _ � rrrrr■ rrtr'r'r' trt■rr'r - ; ����� �� o
trt■tr t tt'8�0 O YD 5
%R=1.5' tii rrtrtr' rrrrrrrr `� r �* PROJECT ARCHITECT
t 'rrrl'rrrrr rrrrrr X V'-`�i O ror i g5' ' ,
O rr�rrrrr earl
rrrrr =3' i j �._.; N PROJECT CIVIL ENGINEER :KURT M. GLOECKNER, P.L.S. , P.E.
rrr gO6 rrrrrrrr�r' total • . �\ 9 � P � �♦ /� � •s � � - J u
rrtrtrtrr 8) r ♦ �� �L s ..._._ y0� DRAWN BY
rrrr N
'C'\� rrOrt trrrir 1 rrrrr► �6 ,� ,� ` ,•� `L� R_2 3.25 0�,\ 3.25'+ R` R=2 -,� �,� CHECKED BY
♦�r rrtrrrrr'rrtrrr'r R�2.5 X R=3 s x S� ti ��♦ s = _ p �' 3.2�,�ii APPROVED BY
♦♦ ♦ _ / �� �� NO. REVISION DESCRIPTION DATE
♦� ti� i W� �,' �,' �/ { i ± \`�� �\ �\ 1. REVISION PER COUNTY COMMENTS 5/30/12
�♦ u�1G _„ _ a �:t `� � � � i ,� ► � � � `� ` 'c� 2 REVISION -ADDED LANSCAPE WALL 6/8/12
/
i/�/' .,♦�♦ $�Q • � + � rrrrr rrrrr■
/
i rrl■
` .� rrrrtr
01 /�`♦` �♦`• �♦` h Metal r�■ rrrrrrrr rrrrtrt �rrrtrtt tr►rrrtr'
�♦ �♦ tr i t
/ r J
�\ /' ,' .♦` • ` rrrrrrJi■ Y �r� Vp1 592.5 ,5r
,. Ip E A
` r
♦ �♦ �♦ 4 x s� `N A
♦� .�♦ ^�' f, r g 6.5' o �' YD 3.0' ,SW
�♦ h♦, �� I I h R 89.5CO
a
N*
oo ALONG N.W. PROPERTY LINES
^�
0)
Xg TRAN LO wDRAWING TITLE
LZ EROSION CONTROL
TANK pAD ' , o� • mss & LANDSCAPE
� . �p Qj •
Nx 597.7 G- _�o� PLAN SHEET
Sox-,- I
GES, 9 0, DRAWING SCALE SCALE: 1"=20'
TOATION
OR 981 0.00M. . DATE
4RST FLO
O.27 MARCH 1 2012
MAY 20 2012
DRAWINGF SHEET
�tK vAT1ON
C.. - -- NewParkingLot.DWG
JOB NUMBER
�, _- 12-003-00 4 OF 5
No
mom
mom
m��
mom
450
450
440
430
DATUM
ELEV
4,20
0+0 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30
PROFILE: BIO -RETENTION BASIN
SCALE:
VERTICAL 1"=10'
HORIZONTAL 1"=30'
3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+26.21
3/8" BARS
WELD TO EQUALLY SPACED
BAR BEND AN[
1, TRASH RACK
0 WHEEL
5' CORRUGATED METAL
GENERAL CONSTRUCTION NOTES FOR` l
STORMWATER MANAGEMENT PLANS \ 18"(84" DIAMETER)
� \.. SUPPORT
1.ALL DAMS AND CONSTRUCTED FILLTO BE WITHIN /// ��--��\ BRACKET
95% OF MAXIMUM DRY DENSITY AND 2% OF
OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL 4 X 3 8" EPDXY "r- STEM
TO BE APPROVED BY A GEOTECHNICAL ENGINEER.\�- \ /
A GEOTECHNICAL ENGINEER IS TO BE PRESENT / /--� \ ��-------^\�� COATED REINFORCING
DURPIACTION OF DAMS. / �� BARS
(rj
2.PIP JOINTS ARE TO BE WATERTIGHT 550 / -� ---- �\\\` D.I. SPOOL
WI� TER MANAGEMENT FACILITIES. % !/ (( \ �- ■ CONNECTION BRACKET MECHAN CAL 6 GATE
T APS BASINS + �\ -- VALVE
3.FOR TEMPORARY SEDIMRN TR OR 525 �( { �_ ` ____ _,L�05,..._._ \1 5' DIAMETER JOINTS
WHICH ARE TO BE CONVERTED TO PERMANENT \ `Y --
STORMWATER MANAGEMENT FACLITIES• CONVERSION "---_ �--- ----
^ ' STANDARD MANHOLE -� ,
' \\ "` �- - �1 -� MH -1 1 X 1 X 1
IS NOT TO TAKE PLACE UNTIL THE SITE IS STABLIZED,\\\ \ _\ �' -/ -.�. \\\'`� CONCRETE
AND PERMISSION HAS BEEN OBTAINED FROM THE \�
PEDESTAL
COUNTY EROSION CONTROL INSPECTOR.0 0
/ ..� .�`� f .• may 1��1.•, �::. �At•/✓��. It .±.♦
475 %) /�` � �/ \ , � X575 DETAIL: _ U) _j V)
DRAIN PIPE AND VAL Q
450
425
� -� � , \\ � � "�, •�-,..._ -----� 625
T T AI N A R A
` �� �.�
650
--� -•/ / ,..-,--- \ \ 111.8 cr8s \,,..�-- `�--•••
XISTING
TENTIO BASI �
\ (OLD SITE) / / /5
425
700
�� -'_- --' / =�' .•--" �j�~J�I ( /� ��// 725
\\ �
750
4501` 1 \ �� / %- / �/ -----
1 \ \X .........
/ �� 775
/ / -800
SEE PLAN VIEW: �� \ \ \ �\/
\
BIO RETENTION V=30'
BASIN AT SCALE` /
/
AS/
\\� \ \ \ 1
A
/l DRAINAGE
475
/
725 \`\ \ AREA
\\ \ \ \ \ \
500 / / `\ l } \ �\ \ \ ` �..._ .
/ %- � \ \ � 800
675 70 \
IN 0 A � "`�-_-��650 SEE TRAP AND BASIN 750
\A 775
J BSIN DETAILS: SHEET 9
(EROSION CONTROL PLAN)
/
525
625
( 4 \\ /-
\ � 600
550
/ 575
575
V \ \ TOTAL P,U.D AREA IN
TRASH RACK
(TOP VIEW)
3' 5' TO 7'
AQUATIC BENC
NORMAL WATER r_v
SURFACE ELEV.
i�
E RE U 1)=997\1CU.FT.
471< 0 1 E E A 0- 0 AS� Sm�m\
FORMER WATER LEVEL
ELEVA n ON 442
ACCESS/MAINTENANCE i -�-
BASIN 1 TYPICAL RETENTION BASIN
FLOOR 3 AQUATIC BENCH -SECTION
N.T.S.
CONSTRUCTION SEQUENCE
1. ROUGH GRADE TO ELEVATIONS SHOWN ON PLANS.
MATERIAL USED FOR FILL SHALL BE FREE FROM `ROCKS,
ROOTS, MASS OR CLODS.
2. SPREAD TOPSOIL AND WETLAND MULCH IN THE HIGH
AND LOW MARSH ZONES. GRADE THE HIGH AND LOW
MARSH AREAS TO FINAL GRADES SHOWN ON PLANS.
3. PLANT THE HIGH AND LOW MARSH ZONES ACCORDING
TO THE PLANTING PLAN SHOWN ON THIS SHEET.
4. STABILIZE ALL REMAINING AREAS DISTURBED BY
CONSTRUCTION.
5. MAINTAIN EROSION CONTROL DEVICES DURING
CONSTRUCTION AND REMOVE UPON COMPLETION OF
CONSTRUCTION OR ONCE THE DISTURBED AREAS HAVE
STABILIZED.
AQUATICPLANTING P
1. RECONFORM ELEVATIONS OF MARSH AREAS AND AQUATIC
BENCH ONE WEEK BEFORE PLANTING TO ENSURE PROPER
ELEVATION. THE AQUATIC BENCH WILL BE BETWEEN ZERO
AND 1.0' BELOW THE NORMAL WATER SURFACE ELEVATION.
2. ALL AQUATIC PLANTS WILL BE PLANTED BETWEEN APRIL 1
AND JUNE 15.
3. IF NECESSARY, THE MARSH ZONES WILL BE DEWATERED 24
HOURS PRIOR TO PLANTING.
4. ALL PLANTS LOCATED IN THE AQUATIC BENCH WILL BE
PLANTED IN GROUPS OF LIKE SPECIES. GROUPS OF LIKE
SPECIES SHALL BE APPROXIMATELY 200 SQUARE FEET
IN AREA. INDIVIDUAL EMERGENT PLANTS WILL BE PLANTED
AT A DENSITY OF 18" O.C. SHRUBS WILL BE PLANTED ALONG
THE ENTIRE SHORE LINE BENCH AT 4' O.C.
5. PRIOR TO PLANTING, BETWEEN 3" AND 6" OF TOPSOIL WILL
BE RESPREAD IN AREAS TO BE PLANTED. IF SUFFICIENT
TOPSOIL EXISTS, THE CONTRACTOR WILL PROVIDE WETLAND
MULCH SUCH THAT THE COMBINED DEPTH OF TOPSOIL AND
MULCH AREAS EQUALS 6".
6. ALL AREAS NOT SPECIFICALLY ADRESSED IN THIS PLANTING
PLAN SHALL BE STABILIZED ACCORDING TO THE SEEDING
SCHEDULE SHOWN ON THE LANDSCAPE DRAWINGS.
FOREBAY
SEE VOLUME 1-3.04
VIRGINIA STORMWATER MANAGEMENT HANDBOOK
1i
SEDIMENT FOREBAY
EMBANKMENT
I
DA I AND DA 11 = 11.52 AC • • . • • ................ -
\ RIP -RAP STABILIZED
INLET OVERFLOW
CHANNEL SPILLWAY
��. �gp -""` ��� A PROTECTION A
_-�
SEDIMENT ' .4
Y r WESTMINSTER CANTERBURY SITEFOREBAY f WATER L
P.U.D.
SURFACE
575 STABILIZED
ELEVATION
O
PLAN VIEW: WATERSHED FOR BIO -RETENTION BASIN
PLAN SCALE:
1"=200'
INFLOW
CHANNEL
STABILIZED OVERFLOW SPILLWAY
L - -T �� - •
1 L_•' . _11 CONSTRUCTION/MAINTENANCE L
3 3 1 ACCESS_ _ \ PLAN
4" /APPROVED SEDIMENT SPOIL N.T.S.
REINFORCED6X6 WW MESH AREA (WITH PROPER EROSION
CONCRETE \AND SEDIMENT CONTROL)
(CROSS-SECTIONAL VIEW)
PLANTING ZONE
BOTANICAL NAME
COMMON NAME
QUANTITY
MH STAT.
1+39
SAGITTARIA
BIG -LEAVED
STABILIZED
2.25"
EMERGENT
LATIFOLIA
ARROWHEAD
TYPES OF AMORING MAY BE USED.
PLUGS
NEXT TO
H = 1'
H = 1'
L = 8'
L = 14'
POOL EMERGENT
PETANDRA
ARROW
INV. IN=
6.62
VIRGINICA
ARUM
PLUGS
HIGH MARSH
SCIRPUS
COMMON
2.25"
EMERGENT
PUNGENS
3 -SQUARE
PLUGS
NEXT TO
INV. OUT
426.41
SCIRPUS
SOFTSTEM
2.25"
TO SHORELINE
PURSHIANUS
BULRUSH
PLUGS
SHRUB
TCEPHALANTHUS
BUTTON
CONTAINER
OCCIDENTILIS
BUSH
TOP=440.0
SHRUB
ALNUS
SMOOTH
CONTAINER
SERRULATA
ALDER
GRATE D.1
7
TYPE 1
NEW 6 X 6 X 1 CONCRETE
MH STAT. OA -44
TOP OF DAM
ANTI -SEEP COLLAR
CENTERED
INV. IN=423.2
ELEV. 445
ON EXISTING 36" RGIP
INV. OUT.
.98
1
TOP=433.0
3
NEW RISER
TO BE INSTALLED
GRATE D.I 7
TOP OF RI
ER=435.5
TYPE 1
1
WATER
SURFAC
_-435.5 �_
OUTLET=42
.22
---
2 - `..-1 -
H GATE VA
--------
VE
----------
----------
----------
---------
------ -
- ---
STATION 0+19
I VOLUME
OF POND=
'
115,062
CUBIC FEET
„
RCp
----
ES 1
_361f-
54
61 0
1
PIPE-CONTR
CTOR WILL
NSTALL
--- 95
6-
1
27.5" ORIFIC
AT INVERT
OF
2 2
PIPE INLET=
28.5=INV 0
RISER
23
34rol
STATION 1 +
7
NEW CUT -0--F
TRENCH
--� 10'
0
o
cO
o
0
0
0
0
0
CUT-OFF TRENCH
IS GOD
CLAY M
M
M
M
_i
4
r
�
EC -1
APPROVED
Y GEOTECH
ICAL ENGINEER.
r4
TYPE B
TRENCH DE
TH = 10' MI
OR BED ROCK
(WHICHEVER
IS ENCOUN
RED FIRST)
0+0 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30
PROFILE: BIO -RETENTION BASIN
SCALE:
VERTICAL 1"=10'
HORIZONTAL 1"=30'
3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+26.21
3/8" BARS
WELD TO EQUALLY SPACED
BAR BEND AN[
1, TRASH RACK
0 WHEEL
5' CORRUGATED METAL
GENERAL CONSTRUCTION NOTES FOR` l
STORMWATER MANAGEMENT PLANS \ 18"(84" DIAMETER)
� \.. SUPPORT
1.ALL DAMS AND CONSTRUCTED FILLTO BE WITHIN /// ��--��\ BRACKET
95% OF MAXIMUM DRY DENSITY AND 2% OF
OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL 4 X 3 8" EPDXY "r- STEM
TO BE APPROVED BY A GEOTECHNICAL ENGINEER.\�- \ /
A GEOTECHNICAL ENGINEER IS TO BE PRESENT / /--� \ ��-------^\�� COATED REINFORCING
DURPIACTION OF DAMS. / �� BARS
(rj
2.PIP JOINTS ARE TO BE WATERTIGHT 550 / -� ---- �\\\` D.I. SPOOL
WI� TER MANAGEMENT FACILITIES. % !/ (( \ �- ■ CONNECTION BRACKET MECHAN CAL 6 GATE
T APS BASINS + �\ -- VALVE
3.FOR TEMPORARY SEDIMRN TR OR 525 �( { �_ ` ____ _,L�05,..._._ \1 5' DIAMETER JOINTS
WHICH ARE TO BE CONVERTED TO PERMANENT \ `Y --
STORMWATER MANAGEMENT FACLITIES• CONVERSION "---_ �--- ----
^ ' STANDARD MANHOLE -� ,
' \\ "` �- - �1 -� MH -1 1 X 1 X 1
IS NOT TO TAKE PLACE UNTIL THE SITE IS STABLIZED,\\\ \ _\ �' -/ -.�. \\\'`� CONCRETE
AND PERMISSION HAS BEEN OBTAINED FROM THE \�
PEDESTAL
COUNTY EROSION CONTROL INSPECTOR.0 0
/ ..� .�`� f .• may 1��1.•, �::. �At•/✓��. It .±.♦
475 %) /�` � �/ \ , � X575 DETAIL: _ U) _j V)
DRAIN PIPE AND VAL Q
450
425
� -� � , \\ � � "�, •�-,..._ -----� 625
T T AI N A R A
` �� �.�
650
--� -•/ / ,..-,--- \ \ 111.8 cr8s \,,..�-- `�--•••
XISTING
TENTIO BASI �
\ (OLD SITE) / / /5
425
700
�� -'_- --' / =�' .•--" �j�~J�I ( /� ��// 725
\\ �
750
4501` 1 \ �� / %- / �/ -----
1 \ \X .........
/ �� 775
/ / -800
SEE PLAN VIEW: �� \ \ \ �\/
\
BIO RETENTION V=30'
BASIN AT SCALE` /
/
AS/
\\� \ \ \ 1
A
/l DRAINAGE
475
/
725 \`\ \ AREA
\\ \ \ \ \ \
500 / / `\ l } \ �\ \ \ ` �..._ .
/ %- � \ \ � 800
675 70 \
IN 0 A � "`�-_-��650 SEE TRAP AND BASIN 750
\A 775
J BSIN DETAILS: SHEET 9
(EROSION CONTROL PLAN)
/
525
625
( 4 \\ /-
\ � 600
550
/ 575
575
V \ \ TOTAL P,U.D AREA IN
TRASH RACK
(TOP VIEW)
3' 5' TO 7'
AQUATIC BENC
NORMAL WATER r_v
SURFACE ELEV.
i�
E RE U 1)=997\1CU.FT.
471< 0 1 E E A 0- 0 AS� Sm�m\
FORMER WATER LEVEL
ELEVA n ON 442
ACCESS/MAINTENANCE i -�-
BASIN 1 TYPICAL RETENTION BASIN
FLOOR 3 AQUATIC BENCH -SECTION
N.T.S.
CONSTRUCTION SEQUENCE
1. ROUGH GRADE TO ELEVATIONS SHOWN ON PLANS.
MATERIAL USED FOR FILL SHALL BE FREE FROM `ROCKS,
ROOTS, MASS OR CLODS.
2. SPREAD TOPSOIL AND WETLAND MULCH IN THE HIGH
AND LOW MARSH ZONES. GRADE THE HIGH AND LOW
MARSH AREAS TO FINAL GRADES SHOWN ON PLANS.
3. PLANT THE HIGH AND LOW MARSH ZONES ACCORDING
TO THE PLANTING PLAN SHOWN ON THIS SHEET.
4. STABILIZE ALL REMAINING AREAS DISTURBED BY
CONSTRUCTION.
5. MAINTAIN EROSION CONTROL DEVICES DURING
CONSTRUCTION AND REMOVE UPON COMPLETION OF
CONSTRUCTION OR ONCE THE DISTURBED AREAS HAVE
STABILIZED.
AQUATICPLANTING P
1. RECONFORM ELEVATIONS OF MARSH AREAS AND AQUATIC
BENCH ONE WEEK BEFORE PLANTING TO ENSURE PROPER
ELEVATION. THE AQUATIC BENCH WILL BE BETWEEN ZERO
AND 1.0' BELOW THE NORMAL WATER SURFACE ELEVATION.
2. ALL AQUATIC PLANTS WILL BE PLANTED BETWEEN APRIL 1
AND JUNE 15.
3. IF NECESSARY, THE MARSH ZONES WILL BE DEWATERED 24
HOURS PRIOR TO PLANTING.
4. ALL PLANTS LOCATED IN THE AQUATIC BENCH WILL BE
PLANTED IN GROUPS OF LIKE SPECIES. GROUPS OF LIKE
SPECIES SHALL BE APPROXIMATELY 200 SQUARE FEET
IN AREA. INDIVIDUAL EMERGENT PLANTS WILL BE PLANTED
AT A DENSITY OF 18" O.C. SHRUBS WILL BE PLANTED ALONG
THE ENTIRE SHORE LINE BENCH AT 4' O.C.
5. PRIOR TO PLANTING, BETWEEN 3" AND 6" OF TOPSOIL WILL
BE RESPREAD IN AREAS TO BE PLANTED. IF SUFFICIENT
TOPSOIL EXISTS, THE CONTRACTOR WILL PROVIDE WETLAND
MULCH SUCH THAT THE COMBINED DEPTH OF TOPSOIL AND
MULCH AREAS EQUALS 6".
6. ALL AREAS NOT SPECIFICALLY ADRESSED IN THIS PLANTING
PLAN SHALL BE STABILIZED ACCORDING TO THE SEEDING
SCHEDULE SHOWN ON THE LANDSCAPE DRAWINGS.
FOREBAY
SEE VOLUME 1-3.04
VIRGINIA STORMWATER MANAGEMENT HANDBOOK
1i
SEDIMENT FOREBAY
EMBANKMENT
I
DA I AND DA 11 = 11.52 AC • • . • • ................ -
\ RIP -RAP STABILIZED
INLET OVERFLOW
CHANNEL SPILLWAY
��. �gp -""` ��� A PROTECTION A
_-�
SEDIMENT ' .4
Y r WESTMINSTER CANTERBURY SITEFOREBAY f WATER L
P.U.D.
SURFACE
575 STABILIZED
ELEVATION
O
PLAN VIEW: WATERSHED FOR BIO -RETENTION BASIN
PLAN SCALE:
1"=200'
INFLOW
CHANNEL
STABILIZED OVERFLOW SPILLWAY
L - -T �� - •
1 L_•' . _11 CONSTRUCTION/MAINTENANCE L
3 3 1 ACCESS_ _ \ PLAN
4" /APPROVED SEDIMENT SPOIL N.T.S.
REINFORCED6X6 WW MESH AREA (WITH PROPER EROSION
CONCRETE \AND SEDIMENT CONTROL)
(CROSS-SECTIONAL VIEW)
PLANTING ZONE
BOTANICAL NAME
COMMON NAME
QUANTITY
SIZE
LOW MARSH
SAGITTARIA
BIG -LEAVED
STABILIZED
2.25"
EMERGENT
LATIFOLIA
ARROWHEAD
TYPES OF AMORING MAY BE USED.
PLUGS
NEXT TO
H = 1'
H = 1'
L = 8'
L = 14'
POOL EMERGENT
PETANDRA
ARROW
2.25"
1'- 0.6' DEEP
VIRGINICA
ARUM
PLUGS
HIGH MARSH
SCIRPUS
COMMON
2.25"
EMERGENT
PUNGENS
3 -SQUARE
PLUGS
NEXT TO
SHORE EMERGENT
0.6' DEEP
SCIRPUS
SOFTSTEM
2.25"
TO SHORELINE
PURSHIANUS
BULRUSH
PLUGS
SHRUB
TCEPHALANTHUS
BUTTON
CONTAINER
OCCIDENTILIS
BUSH
SHRUB
ALNUS
SMOOTH
CONTAINER
SERRULATA
ALDER
EXISTING
GRADE j, H
~-NORMAL. WAXER- SURFACE
ELEVATION (FOREBAY)
i \7FOREBAY I = 449.0
PROPOSED
GRADE
'�
RIP -RAP INLET
CHANNEL PROTECTION
NOTE:
STABILIZED
OVERFLOW SPILLWAY
SHOWN AS
CONCRETE. RIP -RAP,
GABION BASKETS, OR OTHER
TYPES OF AMORING MAY BE USED.
FOREBAY 1
FOREBAY 2
H = 1'
H = 1'
L = 8'
L = 14'
W=8'
W=14'
STABILIZED OVERFLOW
SPILLWAY (CONCRETE)
NORMAL ATER
\�OSURFACE ELEVATION FOREBAY I &
{/ (RETENTION BASIN)
w FOREBAY I & it ELEVATION = 434
SECTION A -A
N.T.S.
E�_i
Z31 EV<ZN=449\
z EC -1
TYPE
4 /4 FO 1�
NEW WATER LEVEL
;�_/�� i I it 43
CHARLOTTESVILLE
�OG
�
0
T"PANTOPS ?s
wesT
ROU -M
VICINITY MAP
SCALE: 1"=2000'
MINOR
SITE
AMENDMENT
NEW
PARKING
LOT
27
ADDITIONAL
SPACES
PLAN
GWECI= BNG G
/SUIRVMG INC.
INEERS - SURVEYORS
- PLANNERS -
2246 IVY ROAD, SUITE 5
CHARLOTTESVILLE, VA. 22903 f4
Tel. 804-971-1591
Fax. 804-293-7612
PROJECT TITLE
Ejp MANHOLE(SEE P O�ILE / BO /
\\ \ \\ ) / 1LE>MAZZ COUNTY, VINE
z \ ,� TOP
STALL 27.5 D M = 435.5
" IA
NR 0 C
\ +N EXISTING ENTRA E 0 36
�. IP / � � / z / �P Architecture
Engineering
\ \\ \ / r J / Planning
\ \ s\ Interiors
\01POlI
�-- _____ Sherertz Franklin Crawford Shaffner Inc.
� ` \ \ \ \ / Jj 305 S. Jefferson St., Roanoke, VA 24011
9) o --- Phone 540 344-6664
%
o �_ \ \ \ �+ FAX 540 343--6925
\ \ eMail sfcs.com
PROJECT DESIGNER
PROJECT ARCHITECT
PROJECT CIVIL ENGINEER KURT M. GLOECKNER, P.LS. , P.E.
\ \
OP �� DRAWN BY
\ \ , -- .
CHECKED BY
O•
422 ' 1 � / �_ APPROVED BY
C-1
.^ TYP B \ �/NO. REVISION DESCRIPTION DATE
\
O � t y�` 1 REVISION PER COUNY COMMENTS 5/30/12
1 2. REVISION -ADDED LANSCAPE WALL 6/8/12
1
4 0 > I � /
/ ) /� ALONG N.W. PROPERTY LINES /
►� 1` , ( / / �. DRAWING TITLE
PLAN SHEET
/ WEST BASIN
0
`A ` )DAT REVISED
FOR
4 0
446 28 SPACE
PARKING..�.. / / /I1-435.5 / � LST
/
\ / 436
19\ \ 4 � + DATE: APRIL 2, 2012
1 \\ \
J \ ` / / H ,
\ DRAWING SCALE: SCALE: 1 =200
� \ `
/ % COMM. NO. SHEET
A1TH op
Oil
U
5649
sjOXAL , -
PLAN VIEW: BIO -RETENTION BASIN \ \ / DRAWING
\ \ /
PLAN SCALE: NewPorkin Lot.DWG
\ \ \ \ \ `\JOB NUBER
1"=30' \ `\ �.
12-003-M
2 03 00 5 OF 5