HomeMy WebLinkAboutSDP201500007 Plan - Approved Final Site Plan and Comps. 2015-12-29r
SITE DATA
OWNER / DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC
1005 HEATHERCROFT CIRCLE, SUITE 100
CROZET VA, 22932
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES CONTACT. DAVE BROCKMAN
914 MONTICELLO ROAD OLD TRAIL VILLAGE
CHARLOTTESVILLE, VA. 22902 CELL: (702)-985-9088
(434)-977-0205 dave@oldtrailvillage.com
TAX MAP PARCEL No:
A PORTION OF 055EO-01-00-000A1
ZONING.
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA-04-024 APPROVED ON SEPTEMBER 14, 2005
1�
ENTRANCE CORRIDOR (EC) OVERLAY DISTRICT
USE.
5 SINGLE FAMILY DETACHED UNITS
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12 SINGLE FAMILY ATTACHED UNITS
BUILDING HEIGHT.
ON SEPT. 2, 2015 THE BOARD OF SUPERVISORS APPROVED A SPECIAL EXCEPTION TO AUTHORIZE
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A VARIATION FROM THE CODE OF DEVELOPMENT TO PERMIT A BUILDING HEIGHT ABOVE THE
MAXIMUM 2.5 STORIES PERMITTED, SUBJECT TO THE FOLLOWING CONDITION:
_
1. NO BUILDING HEIGHT SHALL BE GREATER THAN 3.5 STORIES.
SETBACKS.
ON SEPT. 2, 2015 THE BOARD OF SUPERVISORS APPROVED A SPECIAL EXCEPTION TO AUTHORIZE A
VARIATION FROM THE CODE OF DEVELOPMENT TO REDUCE THE SETBACKS SUBJECT TO THE
FOLLOWING CONDITIONS.
1. LOTS 1A -12A SHALL HAVE FIVE (5) FOOT FRONT, ZERO (0) FOOT SIDE AND FIVE (5)
FOOT REAR SETBACKS.
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2. LOTS 8-12 SHALL HAVE FIVE (5) FOOT FRONT, SIDE ,AND REAR SETBACKS.
ON SEPT. 2, 2015 THE BOARD OF SUPERVISORS APPROVED A SPECIAL EXCEPTION TO AUTHORIZE A
0
VARIATION FROM THE CODE OF DEVELOPMENT TO ALLOW ROOF OVERHANGS AND EAVES TO
ENCROACH THE BUILDING SETBACK, SUBJECT TO THE FOLLOWING CONDITION:
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1. ROOF OVERHANGS AND EAVES SHALL NOT BE PERMITTED TO PROJECT FURTHER THAN
ONE FOOT INTO THE BUILDING SETBACK.
A 10' SEPARATION IS REQUIRED BETWEEN DETACHED DWELLING UNITS BY THE FIRE AND RESCUE
DEPARTMENT.
LOT SIZE
ON SEPT. 2, 2015 THE BOARD OF SUPERVISORS APPROVED A SPECIAL EXCEPTION TO AUTHORIZE A
VARIATION FROM THE CODE OF DEVELOPMENT TO TO PERMIT A LOT SIZE BELOW 4,000 SF,
SUBJECT TO THE FOLLOWING CONDITION:
1. NO LOT SIZE FOR A SINGLE-FAMILY ATTACHED UNIT SHALL BE LESS THAN 1,800 SF.
LOT AREAS.
LOTS 8-12 ARE SINGLE FAMILY DETACHED UNITS
LOTS 1A -12A ARE SINGLE FAMILY ATTACHED UNITS
LOT 8 5,746 Sq. Feet
LOT 9 5,267 Sq. Feet
LOT 10 5,950 Sq. Feet
LOT 11 5,186 Sq. Feet
LOT 12 6,156 Sq. Feet
LOT 1A 2,090.3 Sq. Feet
LOT 2A 1,868.2 Sq. Feet
LOT 3A 1,877.4 Sq. Feet
LOT 4A 1,890.6 Sq. Feet
LOT 5A 1,901.8 Sq. Feet
LOT 6A 2,129.2 Sq. Feet
LOT 7A 2,149.9 Sq. Feet
LOT 8A 1,938.7 Sq. Feet
LOT 9A 1,944.8 Sq. Feet
LOT 1 O 11950.8 Sq. Feet
LOT 11A 1,956.9 Sq. Feet
LOT 12A 21900.6 Sq. Feet
AREA SUMMARIES:
LOTS 1.2 Ac.
OPEN SPACE 0.03 Ac.
PUBLIC R -O -W 0.0 Ac.
PRIVATE R -O -W 0.16 Ac.
TOTAL AREA 1.39 Ac.
0 D TRAI V1 LAG
BLOCK 12
PHASE 2 • PHASE 3
FINAL SITE PLAN
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE
BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT
(296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE
CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES
OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10
OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN
ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY
OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS
ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END
TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL
MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER,
OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED
FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY
SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT CG -9(A, B, OR C) .
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
B. CONFORM TO VDOT STANDARD PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS
SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
S. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION.
SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN
APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY
NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE
DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED
NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN
SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL
AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN
ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY
INSPECTOR PRESENT.
14. INSPECTION 6 TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH
VOOT FOR ACCEPTANCE INTO THE STATE SYSTEM.
SHEET 8 -------- LANDSCAPING PLAN
SHEET 9 -------- LANDSCAPING NOTES & 1
GROSS RESIDENTIAL 12.2 DWELLING UNITS PER ACRE I -
DENS/ TY.
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PROPOSED 48,123.4 S.F. (INCLUDES PROPOSED LOTS 8-24, A PORTION
IMPERVIOUS AREA: OF PRIVATE ALLEY 'A' & ROWCROSS STREET)
INDIVIDUAL LOT COVERAGE SHALL NOT EXCEED 60% OF THE LOT AREA. VICINITY MAP
PROPOSED 22,336 S.F. (INCLUDES PLANTING STRIPS & YARDS FOR PROPOSED LOTS 8-24) SCALE: 1'=10W FEET
TURF AREA:
PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY DETACHED & ATTACHED DWELLING = 2 x 17 = 34 SPACES
ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED = 0.25 x 17 = 4.25 SPACES
TOTAL SPACES REQUIRED = 34 + 5 = 39 SPACES
PARKING PROVIDED: 34 SURFACE SPACES + 10 GARAGE SPACES = 44 SPACES PROVIDED �tiTH of yr
ADDITIONAL PARKING AVAILABLE ON ROWCROSS STREET (APPROX. 12 SPACES)
MAGISTERIAL DISTRICT. WHITE HALL MAGISTERIAL DISTRICT GENERAL CONSTRUCTION NOTES U - 0- gy
DRAINAGE DISTRICT. LICKINGHOLE CREEK
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO Christop, r C. Mui i an
WATERSHED: LICKINGHOLE CREEK ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION Lic. No.
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE 031672 �4
TOPOGRAPHY. LOUISA AERIAL SURVEYS, AUGUST 2012 ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED 0 ���
AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. SS�ONAL EN
DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL.
CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN CONTROL PLAN AND SHALL BE INSTALLED PRIOR , TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
COMMMUNI TY PANEL NUMBER 510006 0237 D.
EFFECTIVE DATE: FEBRUARY 4, 2005. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
LANDSCAPING. SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY
AND DETAILS. ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. HPDE PIPES
BE A FULL CUTOFF LUMANAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM MAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294.
ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS.
3, THE SPILLOVER OF LIGHTING FROM THE LUMINAIRES ONTO PUBLIC ROAD AND PROPERTY IN RESIDENTIAL
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION AND RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. INDUSTRY (29 CFR PART 1926).
10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al.
THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH
THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
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REVISIONS
Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16, 2015
County Comments
Dec. 8, 2015
ARB Comments
DATE
Aug. 15, 2014
FILE NUMBER
8053
SHEET
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8053
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CURB &. GUTTER
GLEN VALLEY.DRIVE
NOTE:
5 7 EX(
STING PU=B- 1
R O W
AN ASTERISK SYMBOL DENOTES ELEMENTS
-
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THAT HAVE BEEN PROPOSED UNDER THE OLD
- - - - _._ ....... TRAIL VILLAGE BLOCK 15 ROAD & UTILITY
- \ --- _
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PLANS SUB
201400080 .
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SCALE 1" = 20'
20 10 0 20 40
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SCALE IN FEET \ , f 1 /
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BLOCK
AREA
(AC)
BLOCK
CLASSIFIC
ATION
NON-RESIDENTIAL
AREA (SQ. FT.)
RETAIL
AREA
(SQ.
FT.)
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RESIDENTIAL UNITS 1
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GROSS
CONDO /
S.F. S.F. TOWN APARTMENT RESIDENT(
DETACH ATTACHE HOUSE TOTAL UNITS AL
UNITS /
ED UNITS D UNITS UNITS DENSITY
ACCESSORY (DU/AC)
MARKET RATE UNITS
AFFORDABLE UNITS
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= Q
TOTAL #
% OF TOTAL
MARKET
UNITS
RATE UNITS
REQUIRE FOR
D FOR RENT ACCESS
AFFORDA SALE APARTM ORY
BLE ENTS
TOTAL
TOTAL % OF
NUMBER TOTAL
OF UNITS UNITS
BANKED
UNITS
1A
2.17
mixed use
24,231
10,855
0
0
0
38
38
17.5
31
82%
6
0
7
0
7
18%
1
1B & 3C
2.17
mixed use
28,731
14,500
0
0
19
33
52
24.0
39
75%
8
0
13
0
13
25%
5
2
4.9
mixed use
46,029
0
0
0
0
0
0
0.0
0
0%
0
0
0
0
0
0%
0
3A
6.8
mixed use
2,500
0
0
0
0
0
0
0
0
0
0
0
0%
0
0
0
0
0
0%
0
3B
0 0 25 0 25 4.1
19 76%
4 6 0 0
6 24%
2
3D
3 0 0 0 3
3 100%
0 0 0 0
0 0%
0
4
3.1
mixed use
4,500
4,500
0
10
18
8
36
11.7
28
78%
5
8
0
0
8
22%
3
12/15/31 a
5.1
SF
0
0
30
7
12
9
58
11.4
43
74%
9
6
0
9
15
26%
6
11
2.7
mixed use
2,000
0
4
16
12
0
32
11.7
27
84%
5
5
0
0
5
16%
0
13
3.7
mixed use
3,000
0
29
0
0
0
29
7.9
29
100%
4
0
0
0
0
0%
4
14
4.4
SF
0
0
20
0
0
0
20
4.5
20
100%
3
0
0
0
0
0%
3
20/21
5.4
mixed use
360
0
0
0
0
0
0
0.0
0
0%
0
0
0
0
0
0%
0
23
3.4
multi family
0
0
0
13
0
0
13
3.8
13
100%
2
0
0
0
0
0%
2
27
3.1
SF
0
0
9
0
16
8
33
8.0
25
76%
5
0
0
8
8
24%
3
28/29B/35A
7.9
SF
0
0
32
0
0
0
32
0.0
32
100%
5
0
0
0
0
0%
5
29A
1.7
SF
0
0
6
0
0
0
6
3.5
6
100%
1
0
0
0
0
0%
1
35
1.9
SF
0
0
7
0
0
0
7
3.7
7 1
100%
1
0
1 0
0
0
0%
1
TOTAL
43.9
111,351 - 58,029
29,855
140
46
102
96
384
322 1
84%
58
25
1 20
17
62
16%
4
% OF TOTAL AFFORDABLE UNITS 40.3% 32.3% 27.4% NET BANKED UNITS
Note:
1. Block 3C and block 1 B contains 13 affordable apartment units by definition. However, based on the approved Code of Development and Proffers, only 30% of these combined units can count toward the affordable housing requirement. 15% are used
within this block and an additional 15% are being banked for future development requirements within the other blocks.
2. Block 12 & 15 have a combined 64 combined units in the single subdivsion plat and is required to provide 15 affordable and can include up to 9 banked units. A combined total of 15 are being provided.
3. Block 28/29B/35B have a combined 33 combined units in the single subdivsion plat and is required to provide 5 affordable and can include up to 5 banked units. The original 6 units planned have been changed and are ,accounted for in block 27.
B
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PROPOSED DEVELOPMENT FOR OLD TRAIL VILLAGE NOTES
(1) HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL UNITS CONSTRUCTED AT OLD TRAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND
FOR -RENT CONDOMINIUMS, TOWNHOUSES, APARTMENTS AND ACCESSORY UNITS, EACH SIUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNATE THE LOTS OR UNITS,
AS APPLICABLE. THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF PROFFER #2 OF ZMA-2004-024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER #2 OF ZMA-2004-024, AND THE AGGREGATE
NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR SITE PLAN SHALL CONSTITUTE A MINIMUM OF FIFTEEN PERCENT (157.) OF THE LOTS IN SUCH SUBDIVISION PLAT
OR SITE PLAN.
(2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40%) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS.
(3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30%) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS.
(4) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30%) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS. "ACCESSORY UNITS" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE
ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 5.1.34, AND A UNIT WITHIN A TWO-FAIMILY DWELLING AS A TWO FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
(5) THE OWNER MAY "CARRY-OVER" OR "BANK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AtORDABLE ,UNITS .THAT IN THE AGGREGATE EXCEED THE FIFTEEN
PERCENT (15%) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADDITIONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE FIFTEEN PERCENT (157.) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT
OR SITE PLAN.
(6) THERE ARE NO OPEN SPACES AND/OR RECREATION AREAS WITHIN THE BOUNDARIES OF 1THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD
TRAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT,
(7) AT LEAST THREE (3) POCKET PARKS TOTALING AT LEAST 1.2 ACRES TOTAL SHALL BE DEVELOPED THROUGHOUT OLD TRAIL VILLAGE. POCKET PARKS SHALL BE DISTRIBUTED THROUGHOUT THE DEVELOPMENT AS SPECIFIED
ON PAGE 21 OF THE CODE OF DEVELOPMENT FOR OLD TRAIL VILLAGE.
NOTES:
1. BLOCK 3C CONTAINS 13 AFFORDABLE APARTMENT UNITS BY DEFINITION. HOWEVER, BASED ON THE APPROVED CODE OF DEVELOPMENT AND PROFFERS, ONLY 30% OF THESE UNITS CAN COUNT TOWARD THE AFFORDABLE
HOUSING REQUIREMENT. 15% ARE USED WITHIN THIS BLOCK AND AN ADDITIONAL 15% ARE BEING BANKED FOR FUTURE DEVELOPMENT REQUIREMENTS WITHIN THE OTHER BLOCKS. THE CHARTS HAVE BEEN UPDATED TO
REFLECT THAT ONLY 8 UNITS OF THE 13 UNITS CAN BE COUNTED AS AFFORDABLE UNITS, AND THE OTHER "AFFORDABLE" UNITS HAVE BEEN LISTED AS MARKET RATE UNITS.
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REVISIONS REVISIONS
Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16, 2015
County Comments
Dec. 8, 2015
ARB Comments
DATE
Aug. 15, 2014
SCALE
1"=20'
FILE NUMBER
8053
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REVISIONS
Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16, 2015
County Comments
Dec. 8, 2015
ARB Comments
DATE
Aug. 15, 2014
SCALE
1"=30'
CONTOUR INTERVAL
2 FEET
FILE NUMBER
8053
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3. THE DEVELOPER RESERVES THE RIGHT TO MODIFY ' TIP.
THE BUILDING FOOTPRINTS FOR THE SINGLE FAMILY Old8' EX. I{ I
SID�EX 14
WgLKB II I 36 FC -FC*
DETTACHED LOTS. II N 5 6857'02" W 88, l� 121 00 EXIST. VAR. WIDTH I 153 6 PLANTING STRIP
u UTILITY ESMT. I I �� 'F. TYP.*
4. ALL ROADS SHOWN ON THE PLAN FOR THIS BLOCK I:�I I I Speed Limit i
WILL BE PRIVATELY OWNED AND MAINTAINED. THEY III: I. 4.. 11A EX. 2 'UTI TY Sign
INCLUDE THE PRIVATE PORTION OF ROWCROSS STREET I: �I ASEM NT INI o I I VAR. WIDT I! �'
I� I �•(� 5 S g L Q u, SIGHT :o E 5 SIDEWALK
I[ o TYP.* 1
AND A PORTION OF THE PRIVATE ALLEY. II N S 685702„ TYP. III DISTANCE SMT.,
I� W 88 I
STREET SIGN
5. THE PRIVATE PORTION OF ROWCROSS MAY BE I Y TE ALLEY A I I >>X Z
AUTHORIZED BY THE COUNTY AGENT. I , II 10 �- NT > I i,
�D PR�vA M WAY 7 A 61 ROW
5 6857' �, o rN� d 6 CO R� X�O 2 I 11 00 :
` �� C� EX. STREET SI _� ( (39")
I P o2 88 N '� Q 6 9 9
6. THE PROPOSED UNITS ON LOTS 1 A -12A INCLUDE I W �8
THE SAME MATERIALS AND TYPICAL ELEVATIONS Z� �", I u O- I ) StopSign*
�� l
PRESENTED AND APPROVED WITH THE OLD TRAIL o i�j Q _ 'I g
4oc
�A I I I I 20' EX. UTILITY I 04,
FMEX. VAR. WIDTH PRIVATE
BLOCK 111 PLANS. �': I '
40.0) H U EASEMENT I I DRAINAGE ESMT.
II 4TYP. �N� _ — — �i
7. THERE ARE NO LOADING OR DUMPSTER AREAS oo �S 6857p2�. I (C::)I —
PROPOSED O N THIS PLAN. I �� / L ' Cv �.' W 87' �' RP��r z — — —44T T —� ,�- / I . I\
11 l INAl SIDEwgt I _ P IVATE...vAR. �WIb�T VAR. WIDTH I N J /R3\
NrfNq K S N :> / : : k \\ a 1 (NAGE, SIDE UTILITY ESMT. z '
& MAINT E( v;
i
�l EMFNT 85 28 W S �k; !�!
STA. 2+76 END OF_/ n ETAINING WA��/ :: NI?n� : . 1 Q /1 A 4 / : ` ^o �a� Y 9 , u --" .S ��Parki gI /� �I \ in h &I _; i i : I I
CG 6*
o ::L 7.91'
8,33 :: �, $ I TIE TO EXISTING
L.F. of Wood Post sQ BEGIN 5' SIDEWALK* `v k
See DetailQ 27' PRIVATE �?
On Sheet ' ` DRAINAGE ESM
o
MODIFIED �' 0 o m
' BMP ESM T B PRIVATE ROW* PUBLIC ROW*
20' PRIVATE K 4Ln
DRAINAGE ESMT. SWM PLAN) �AyI R op v �� o �'
TMP 55E -1-A 1 1 0
2 MARCH MOUNTAIN PROPERTIES LC °� f
D.B. 4215 pp.^ 254 261 PLA T1 / - I _ T---\ Q / /, // a �_
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REVISIONS
Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16, 2015
County Comments
Dec. 8, 2015
,ARB Comments
DATE
Aug. 15, 2014
SCALE
1"=20'
MILE NUMBER
3053
SHEET
4/9 .
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06
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REVISIONS
Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16,2015
County Comments
Dec. 8, 2015
------- ARB -Comments—,
DATE
U 9 -�15, 2 �01 4�
SCALE
20'
CONTOUR INTERVAL
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REVISIONS
Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16,2015
County Comments
Dec. 8, 2015
------- ARB -Comments—,
DATE
U 9 -�15, 2 �01 4�
SCALE
20'
CONTOUR INTERVAL
2" Feet
Z PRO.
,SEWEPL
R ATEI 6'6 66
Ell
FILE NUMBER
8053
SHEET
5 / 9 J4, Vt.,,
C0
06
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FILE NUMBER
8053
SHEET
5 / 9 J4, Vt.,,
MATCHLINE SHEET 7
a
GRADING NOTES:
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS
OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL
AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE
ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO
THE SATISFACTION OF THE ENGINEER.
3. ALL GROWTH OF TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS
SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE
CONSTRUCTION OF THE SUBGRADE.
5. DRIVEWAYS TO LOTS WILL NOT BE STEEPER THAN TWENTY (20) PERCENT UNLESS CERTIFIED BY AN ENGINEER
THAT THE DRIVEWAY AT THE PROPOSED STEEPNESS WOULD BE SAFE AND CONVENIENT FOR VEHICLES (INCLUDING
EMERGENCY VEHICLES) TO USE THE DRIVEWAY, AND SHALL INCLUDE GRADING TRANSITIONS AT THE STREET
THAT THE AGENT DETERMINES WILL ALLOW PASSENGER VEHICLES TO AVOID SCRAPING THE VEHICLE BODY ON
THE DRIVEWAY OR THE STREET. ADDITIONALLY, THE DRIVEWAY GRADING SHALL PROVIDE AN AREA IN FRONT OF
THE PROPOSED GARAGE, OR AN AREA PROPOSED FOR VEHICLE PARKING WHERE NO GARAGE IS PROPOSED, THAT IS
NOT LESS THAN EIGHTEEN (18) FEET IN LENGTH THAT WILL BE GRADED NO STEEPER THAN EIGHT (8) PERCENT.
6. AN AREA AT LEAST TEN (10) FEET IN WIDTH, OR TO THE LOT LINE IF IT IS LESS THAN TEN (10) FEET, FROM
THE PORTION OF THE STRUCTURE FACING THE STREET, HAS GRADES NO STEEPER THAN TEN (10) PERCENT
ADJACENT TO POSSIBLE ENTRANCES TO DWELLINGS THAT WILL NOT BE SERVED BY A STAIRWAY. THIS GRADED
AREA ALSO SHALL EXTEND FROM THE ENTRANCES TO THE DRIVEWAYS OR WALKWAYS CONNECTING THE DWELLING
TO THE STREET.
NOTE:
AN ASTERISK SYMBOL (*) DENOTES ELEMENTS
THAT HAVE BEEN PROPOSED UNDER THE OLD
TRAIL VILLAGE BLOCK 15 ROAD & UTILITY
PLANS (SUB -201400080).
t.LTH OF
Christopher C. Mulligan
l No.
031672
�SSr
. ONAL
STORM SEWER SCHEDULE
11/3/2015
® PIPE# FROM TO PIPE DESCRIPTION SLOPE IN OUT
23 24 22 32 L. F. of H. P, D. E. 15 " Storm Pipe 0.63% INV(INl 657.40 INV(OUT)= 657.20
p 21 , 22 18B 103 L. F. of H. P. D. E. 15 " Storm Pipe 1.56% INV(INl 655.45 INV(OUT)= 653.85
SCALE 1" = 20'
20 10 0 20 40
SCALE IN FEET
UTILITY NOTES:
18B
1.)
ALL MANHOLES WITH A DEPTH OF 12' OR GREATER
18
SHALL HAVE SAFETY SLABS IN ACCORDANCE
WITH
16
VDOT STANDARDS (SMH-1).
12
2.)
ALL INLETS DEEPER THAN 4' REQUIRE ST -1
STEPS.
3.)
ALL INLETS DEEPER THAN 12' REQUIRE SL -1
SLABS.
4.)
ALL INLETS SHOWN SHALL HAVE IS -1 INLET
SHAPING.
7
(VDOT 2008 ROAD & BRIDGE STANDARDS)
4
18A
18B
18
17
18
16
15
16
14 (Outfall)
12
13
Ex. 41
10
11
9
8
9
7
6
7
5
4
5
3
2
3
1
1A
1
1B
Typical Yard/Roof Leaders
Under Wall Conn. to Str#24
Under Wall Conn. to Str#20
INLET SCHEDULE
25 L. F.
of H. P. D. E.
30 " Storm Pipe
3.62%
58 L. F.
of H. P.D. E.
30 " Storm Pipe
3.02%
56 L. F.
of H. P.D. E.
30 " Storm Pipe
0.89%
59 L. F.
of H. P.D. E.
15 " Storm Pipe
4.40%
55 L. F.
of H. P.D. E.
15 " Storm Pipe
2.89%
42 L. F.
of H. P.D. E.
15 " Storm Pipe
2.88%
144 L. F.
of H. P.D. E.
15 " Storm Pipe
2.93%
43 L. F.
of H. P.D. E.
15 " Storm Pipe
0.69%
18 L. F.
of H. P.D. E.
15 " Storm Pipe
15.28%
60 L. F.
of H. P.D. E.
15 " Storm Pipe
0.50%
75 L. F.
of H. P.D. E.
8 " Corrogated
0.50%
12 L. F.
of H. P. D. E.
12 " Dual Wall N-12
2.08%
12 L. F.
of H. P.D. E.
12 " Dual Wall N-12
2.08%
INV(INl
653.75
INV(OUT)= 652.85
INV(IN)=
650.75
INV(OUT)= 649.00
INV(IN)=
642.95
INV(OUT)= 642.45
INV(IN)=
668.50
INV(OUT)= 665.90
INV(IN)=
665.00
INV(OUr)= 663.40
INV(IN)=
662.55
INV(OUT)= 661.35
IW(IN)=
660.60
INV(OUT)= 656.40
INV(INl
656.30
INV(OUT): 656.00
INV(INl
649.00
INV(OUT)= 646.25
INV(INl
645.05
INV(OUT)= 644.75
INV(IN)=
660.95
INV(OUT)= 660.20
INV(IN)=
657.75
INV(OUT)= 657.50
INV(INl
659.25
INV(OUT)= 659.00
11/3/2015
STIR #
L
STATION
DESCRIPTION
TOP
NOSE
H
16 (Outfall)
r
2+57.4
End Wall
Invert 644.50
Z
co
2
CV CIO
NM
1
q
2+37.4
VDO7 ST'D
MHA
657.00
11.95
3
2.5
9+20.06
VDGT ST'D
DI -3A
661.00
TY PI
12.0
5
2.5
9+20.06
VDOiT ST'D
DI -3A
661.75
TYPE'B'
5.5
7
8.0
10+65.30
VDOiT ST'D
DI -313
669.14
TYPE'B'
8.5
9
2.5
10+9296
VDOiT ST'D
DI -3A
670.89
TYPE'B'
8.3
11
4.0
7+30.83
VDOT ST'D
DI -313
672.44
TY PI
7.4
14 (Outfall)
J
W t5
End Walll, 300 Skew
Invert = 644.25
ZJ
u;
16
MH
�)
W
�O
653.60
TYPE'B'
10.7
18
M H
662.67
TY PI
11.9
18B
4.7
11+81.23
VDOT ST'D
DI -2D
665.15
TYPE'B'
11.4
22
8.0
10+87,27
VDOT ST'D
DI -2C
664.35
TYPE'B'
8.9
24
8.0
10+87.27
VDOT ST'D
DI -3C
664.35
TYPE'B'
7.0
01
REVISIONS
Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16, 2015
County Comments
Dec. 8, 2015
ARB Comments
DATE
Aug.15, 2014
SCALE
1 "=20'
CONTOUR INTERVAL
2 Feet
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REVISIONS
Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16, 2015
County Comments
Dec. 8, 2015
ARB Comments
DATE
Aug.15, 2014
SCALE
1 "=20'
CONTOUR INTERVAL
2 Feet
FILE NUMBER
8053
SHEET
6/904k.
co
106
W
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FILE NUMBER
8053
SHEET
6/904k.
r
i
FRONT YARDS
1011�- LANDSCAPED
4" BRICK CAP �1 ��' MAX. SLOPE = 2:1
JOINT FILLER
°
PROPOSED GRADE 1/2" DIA. PVC DRAIN
0
AT 5O.C.
12" Typ.(Increase @ Stair Locations)
Y WIRE SCREEN
v
5' SIDEWALK 4" Brick Ledge °
COMPACTED SUBGRADE 11-511 3'-101"
°:, r`, 6" or 8" CPP#7 @ 18" O.C.
(Filter Sock)
21-411 °
#3 @ 8" O.C. °
i
f---,-
1
8.. O.C.
2'°MIN. TYP. I�� (Hook Down into
3' "'
Over Key)
COMPACTED SUBGRADE
Longitudinal Depth Varies
12 L.F. OF 11/2" �� #3 Bars @ 8" O.C. (Bed Pipe wl 2"-12" #57 Stone
SCH. 80 PVC �' (Full -Width S&T)i Maintain Min. Slope =1.000%)
(Priv. W/L Sleeve) #5 Rebar @ 18" O.C. t,6--
" 6" Maximum
GALV: BRICK TIES
(1 per 8 Facial s.f.)
2" I. D. X 12"
BIT COATED
GAL V. STEEL
POST SLEEVE
5' SIDEWALK
Horizontal Bars
* ALL CONCRETE SHALL BE 3,000 psi AIR -ENTRAINED CONCRETE
CONCRETE RETAINING WALL NOT TO SCALE
FACED WITH BRICK
CURTAIN WALL FOUNDATION DETAIL
NTS
PROVIDE MIN. 4" WALL HEIGHT (STEP CURTAIN WALLS &
FOUNDATION AS NECESSARY TO MAINTAIN 4" OVER FINISHED GRADE:) �
RETAINING WALL PLAN VIEW
WALL CONSTRUCTION NOTES:
1.) CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO PREVENT SEDIMENT FROM ENTERING THE ROOF & FOUNDATION DRAINAGE SYSTEM,
2.) ALL CORROGATED PLASTIC PIPES SHALL BE FITTED WITH A GEOTEXTILE, NON -WOVEN DEWATERING SOCK PRIOR TO INSTALLATION. 68
3.) ROOF LEADERS FROM LOTS 8-12 SHALL DIRECTLY CONNECT TO THE FOUNDATION LEADERS & DRAIN TO THE INLETS, AS SHOWN.
4.) ALL ROOF AND FOUNDATION LEADERS SHALL HAVE A MINIMUM SLOPE OF 1 % AND SHALL BE PROPERLY BEDDED TO AVOID SLUMPING.
5. ADS GRATE INLETS, PRODUCT APPLICATION, CONFIGURATION AND INSTALLATION SHOWN ON THE LANDSCAPE NOTES & DETAIL SHEET.
#3 Horizontal @ 8" O.C.
TYPICAL SECTION MAINTAIN TOP OF WALL HOUSE
CURTAIN WALL 6" ABOVE FINISHED GRADE
FACED WITH BRICK
N.T.S.
1
' STEP WALL TO
MAINTAIN 4" ABOVE WALKWAY
(TYPICAL FOR CURTAIN WALLS)
6' PLANTING STRIP LANDSCAPED SLOPE
C/L ROWCROSS STREET 2:1 MAXIMUM GRADE
' 12"
I-
E - CONCRETE
STAIRS
5' SIDEWALK
MAX. EXPOSED
4" CONCRETE WALK -
W/ COMPACTED SUBGRADE
.:•
675
670
AMM
-a LL z- - vvVYCL rn i n
CONTROL COMPACTED FILL 4 N Q 46" GRAVEL BASE .� . ° GREASED SLEEVE
12" O.C.
95% COMPACTION a W (Unddf Steps )
TYP.
w N I- r U 12" TYP. f �° } 4" MIN. OVER
W 650
)
U
LOCATE 4"x6"(2:1 SIDES) ° Q q
5' LONG KEYWAY ON 12" - -, ,t��._
STRINGER PIER BETWEEN ? W 0 1/4" PER 1' Max. a i 1.,' % 1
CURTAIN WALL FOUNDATIONS -
6" or 8" CPP
(Location Varies along Heel)
Isk
FROM STATION
TO STATION
°
0+00.00
(BEGINNING OF WALL)
6" Max.
667.67
-670.67
0+14
° a
670.67
1+46
4" BRICK FACE
670.67
1+64
2+32
6" Max.
2+32
2+54
669.92
2+54
#7 Verticals @ 8" O.C.
669.92
2+70
°iz
669.92
- 666.92
Hooked into Toe)
X cc
WCfl
>< Co
WCD
X cc
W(.0
X c0
Wcfl
X cc
WCO
0+00
A'
a
1+50
2+00
#5 Rebar @ 12" O.C.
v
°
r'
fY
Horizontal S&T Bars
w
m
r.
N0.57
W
O
AGGREGATE
GALV. BRICK TIES
o a
FULLY ENICAPSULATE
1" BACKFILLED STONE
(1 per 8 Facial s.f.)
�
a
U)
w/ FILTER FABRIC
O
°
0
2'
��
2 SEPARATION BETWEEN
r;
�
CONCRETE FACE & REBAR
°
JOINT FILLER
°
PROPOSED GRADE 1/2" DIA. PVC DRAIN
0
AT 5O.C.
12" Typ.(Increase @ Stair Locations)
Y WIRE SCREEN
v
5' SIDEWALK 4" Brick Ledge °
COMPACTED SUBGRADE 11-511 3'-101"
°:, r`, 6" or 8" CPP#7 @ 18" O.C.
(Filter Sock)
21-411 °
#3 @ 8" O.C. °
i
f---,-
1
8.. O.C.
2'°MIN. TYP. I�� (Hook Down into
3' "'
Over Key)
COMPACTED SUBGRADE
Longitudinal Depth Varies
12 L.F. OF 11/2" �� #3 Bars @ 8" O.C. (Bed Pipe wl 2"-12" #57 Stone
SCH. 80 PVC �' (Full -Width S&T)i Maintain Min. Slope =1.000%)
(Priv. W/L Sleeve) #5 Rebar @ 18" O.C. t,6--
" 6" Maximum
GALV: BRICK TIES
(1 per 8 Facial s.f.)
2" I. D. X 12"
BIT COATED
GAL V. STEEL
POST SLEEVE
5' SIDEWALK
Horizontal Bars
* ALL CONCRETE SHALL BE 3,000 psi AIR -ENTRAINED CONCRETE
CONCRETE RETAINING WALL NOT TO SCALE
FACED WITH BRICK
CURTAIN WALL FOUNDATION DETAIL
NTS
PROVIDE MIN. 4" WALL HEIGHT (STEP CURTAIN WALLS &
FOUNDATION AS NECESSARY TO MAINTAIN 4" OVER FINISHED GRADE:) �
RETAINING WALL PLAN VIEW
WALL CONSTRUCTION NOTES:
1.) CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO PREVENT SEDIMENT FROM ENTERING THE ROOF & FOUNDATION DRAINAGE SYSTEM,
2.) ALL CORROGATED PLASTIC PIPES SHALL BE FITTED WITH A GEOTEXTILE, NON -WOVEN DEWATERING SOCK PRIOR TO INSTALLATION. 68
3.) ROOF LEADERS FROM LOTS 8-12 SHALL DIRECTLY CONNECT TO THE FOUNDATION LEADERS & DRAIN TO THE INLETS, AS SHOWN.
4.) ALL ROOF AND FOUNDATION LEADERS SHALL HAVE A MINIMUM SLOPE OF 1 % AND SHALL BE PROPERLY BEDDED TO AVOID SLUMPING.
5. ADS GRATE INLETS, PRODUCT APPLICATION, CONFIGURATION AND INSTALLATION SHOWN ON THE LANDSCAPE NOTES & DETAIL SHEET.
#3 Horizontal @ 8" O.C.
TYPICAL SECTION MAINTAIN TOP OF WALL HOUSE
CURTAIN WALL 6" ABOVE FINISHED GRADE
FACED WITH BRICK
N.T.S.
1
' STEP WALL TO
MAINTAIN 4" ABOVE WALKWAY
(TYPICAL FOR CURTAIN WALLS)
6' PLANTING STRIP LANDSCAPED SLOPE
C/L ROWCROSS STREET 2:1 MAXIMUM GRADE
' 12"
I-
E - CONCRETE
STAIRS
5' SIDEWALK
MAX. EXPOSED
4" CONCRETE WALK -
W/ COMPACTED SUBGRADE
.:•
675
670
AMM
-a LL z- - vvVYCL rn i n
CONTROL COMPACTED FILL 4 N Q 46" GRAVEL BASE .� . ° GREASED SLEEVE
12" O.C.
95% COMPACTION a W (Unddf Steps )
TYP.
w N I- r U 12" TYP. f �° } 4" MIN. OVER
W 650
)
U
LOCATE 4"x6"(2:1 SIDES) ° Q q
5' LONG KEYWAY ON 12" - -, ,t��._
STRINGER PIER BETWEEN ? W 0 1/4" PER 1' Max. a i 1.,' % 1
CURTAIN WALL FOUNDATIONS -
6" or 8" CPP
(Location Varies along Heel)
Isk
FROM STATION
TO STATION
TW ELEVATION
0+00.00
(BEGINNING OF WALL)
0+08
667.67
-670.67
0+14
1+46
670.67
1+46
1+64
670.67
1+64
2+32
670.67
2+32
2+54
669.92
2+54
2+70
669.92
2+70
2+75
(END OF WALL)
669.92
- 666.92
PROFILE SCALES
SCALE 1" = 5' VERTICAL
5
2.5
0
SCALE IN FEET
PLAN VIEW SCALE
SCALE 1" = 20'
20 10 0 SCALE IN FEET 20 40
RETAINING WALL PROFILE
�A1,TH OF 1 f�
0',
Christopher C. M ' ligon
Lic. No.
q-
031672 �v
�SS/0NAL ENG
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M CONSTRUCTION BETWEEN R3 24" N to -Plast Yard Inlet 673.00CURTAIN WALLS 665.00
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Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16, 2015
County Comments
Dec. 8, 2015
,ARB Comments
DATE
Aug. 15, 2014
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REVISIONS
Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16, 2015
County Comments
Dec. 8, 2015
,ARB Comments
DATE
Aug. 15, 2014
SCALE
AS SHOWN
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FILE NUMBER
8053
SHEET
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8053
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DRAINAGE EASEME�
NOTE:
AN ASTERISK SYMBOL (*) DENOTES ELEMENTS II i
THAT HAVE BEEN PROPOSED UNDER THE OLD \ o
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PLANS (SUB -201400080).
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Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16, 2015
County Comments
Dec. 8, 2015
ARB Comments
DATE
Aug. 15, 2014
SCALE
1"=20'
FILE NUMBER
8053
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8/9
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FILE NUMBER
8053
SHEET
8/9
12" INCREMENTAL
EXTENSION
FIELD GLUE JOINT
NYLOPLAST RISER EXTENSION: 29 _ _ AG
4" ON BODY SIZES 12"-24"
f 6" ON BODY SIZES 30"
1
12' INCREMENTAL
EXTENSION
FIELD GLUE JOINT
\ i
12" INCREMENTAL
EXTENSION
3" ON BODY SIZES 8" & 10"
\ FIELD GLUE JOINT
I
4" ON BODY SIZES 12" - 24"
6" ON BODY SIZES 30"
i. NYLOPLAST RISER JOINTS SHALL BE FIELD INSTALLED USING THE
GUIDELINES OUTLINED IN ASTM D2855.
2. PVC CEMENT USED SHALL MEET THE REQUIREMENTS OF ASTM
D2564.
3. PVC PRIMER USED SHALL MEET THE REQUIREMENTS OF ASTM F656.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN ORNy10
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
DRAWN BY CJA
DATE 9-16-09
MATERIAL
S11V VtKVN .
BUFORD, GA 30518
PHN (770) 032.2443
lash FAX (770) 932-2490
www.nyloplast-us.com
REVISED BY JJC
PROJECT N0.INAME
TITLE
STANDARD
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROCI, FOR THE DISCLOSURE TO OTHERS
DATE 1.30-12
7001-11_15 -217
81N- 301N RISER EXTENSION
MEET'S H-20
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST. zap. a. I;vlowsr
DWG SIZE A
SCALE f:20 SHEET t OF 1
DWG NO. 1401-119-065 REV 0
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANSfTAKE OFF)
NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
4" - 24" FOR CORRUGATED HDPE (ADS N-12(HANCOR DUAL WALL,
ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40): PVC C9001C905, CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
(s) ADAPTER
ANGLES
VARIABLE 0' - 360'
ACCORDING TO
PLANS
18" MIN WIDTH GUIDELINE
8' MIN THICKNESS& GUIDELINE
TRAFFIC LOADS: CONCRETE SILAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO. 7001-110-11 A FOR NON TRAFFIC INSTALLATION.
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. BASED ON
!MANUFACTURING REO.)
4" MIN
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAIL MEETING THE REQUIREMENTS OF CLASS I OR
CLASS it MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL
FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
GRATE OPTIONS_
_
LOAD RATING
PART #
DRAWING #
PEDESTRIAN
MEET,S H-10
249 01,
_ 700T-770-216
STANDARD
MEETS H-'20
2499GGS
7001-11_15 -217
SOLID COVER
MEET'S H-20
2499CGC
7007-710-278
DOME
N,lA
2499r -GD
7001-110-219
DROP IN GRATE
LIGHT' DUTY
2401DI
7001-110-075
I- GRATESISOLID COVER SHALL 6E DUCTILE IRON PER ASTM A636 GRADE 70-50-05.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY EBC
MATERIAL
-
3130 VERONA AVE
2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
PHN (170) 932-2443
lvyl® last- FAX 1170) 932-2490
TECHNICAL INFORMATION SHOWN HEREIN
BUfORD, GA 30518
+
3 - RAID! BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
.. SSION OF THIS PRINT DOES NOT CONFER,
OR POSSE
c DESIGN OR
q
DATE 04-0348
-
PHN (770) 932-2443
7� p}� FAX (770) 932-2490
la�+l
SEE DRAWING NO.7001-110-OSS.
4 - DRAINAGE CONNECTION STUB dOINTTIGHTNESS SHALL CONFORM TO
TRANSFER, OR LICENSE THE USE OF THE
TECHNICAL INFORMATION SHOWN HEREIN
j Hyl® www.nyloplast-us.com
REVISED BY CCA
PROJECTNO.tNAME
TITLE
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12MANCOR DUAL WALL), I1-12 HP
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
OWG NO. 7001-110-111 REV D
B & B'
&PVC SEWER.
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 08-27-13
PLATANUS X ACERIFOLIA
24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE O'TO 360'. TO DET ERMINE MINIMUM
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
l
I�
v -t.
4 L
B & B'
DWG SIZE A
SCALE 1:40 SHEET 1 OF 1
DWG NO. 7001-110.192 REV D
ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7W t -110 - 012'
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
2.5" MIN.
PERMISSION FROM NYLOPLAST. _20:3 evwrvsr
B & B'
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO AN1Y
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDO I). THIS
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
L
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL,
DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE,
ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL
INSPECTION.
2, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND
VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING
4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL
TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED T0, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING
AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
io
WHEN ARE INLINE DRAINS USED?
2708AG _ _ X
2710AG _ _ X
2712AGX
2715AG _ _ X
2718AG _ _ X
2724AG _ _ X
2730AG X
TYPICAL INSTALLATIONS_
TYPICAL INSTALLATION OF NYLOPLAST
DRAIN BASIN AND INLINE DRAIN DRAIN BASIN
(3) VARIABLE ELEVATION
WHEN ARE DRAIN BASINS USED?
2808AG _ _ X
2810AG _ _ X
2812AG _ _ X
2815AG _X
2818AGX
2824AG _ _ X
2830AG _ X
1: TO ENTER AN EXISTING LINE
I ICINI/' A TCS R RICER
2: AT THE BEGINNING OF A DRAIN LINE
USING AN ELBOW & RISER
INLINE DRAIN
WATERTIGHT ADAPTERS AVAILABLE
FOR MOST COMMON PLASTIC PIPING SYSTEiMS
1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE: TYPE
8'
1- STRUCTURES &ADAPTERSAVAILABLE IN SIZE5T-30" -
2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE WTO 360', TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS
SEE DRAWING NO. 7001-110-065
4" MIN C
6" MIN
DRAIN BASIN
6„
WGATEI
)PE PIP
10" INLINE DRAIN
NON TRAFFIC INSTALLATION
;ER
V pt,.]Ii4
T & OUTLET
RS CAN BE
ANY ANGLE
10" INLINE DRAIN
4: FOR SHALLOW 5: TO CHANGE DIRECTION
APPLICATIONS
1
A
;MOOTH WALL
NVC
INLINE DRAIN
RUSHED STONE OR OTHER
Gr fWULAR MATERIAL MEETING THE REQUIREMEPITS OF CLASS I (OR
CLASS 11 MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACK(FLLL
FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COWPACTED
UNIFORMLY IN ACCORDANCEWITH ASTM D2321.
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR
CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDIER
NG &BACKFILL
FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
THIS PRINT DISCLOSES SUBJECT MATTER INWHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
DRAWNBY CJA
MATERIAL
3130 VERONA AVE
BUFORD, GA30513
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
DATE 9-30-99
SPECS.
PHN (170) 932-2443
lvyl® last- FAX 1170) 932-2490
TECHNICAL INFORMATION SHOWN HEREIN
REVISED BY CCA
PROJECT NOJNAME
www.nyloplast-us.com
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
N co
TITLE
CONTAINED HEREIN. OR MANUFACTURE OF ANY -
ARTICLE HEREFRONA, FOR THE DISCLOSURE TO OTHERS
DATE 12-29-11
<P
DRAIN BASIN & INLINE DRAIN
NON TRAFFIC INSTALLATION
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST, Cana rmcr:nsr
DWG SIZE A
SCALE 1:25 SHEET 1 OF 1
OWG NO. 7001-110-111 REV D
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
PEL EROSION TR S PERIODICALLY AND AFTER
9. THE CONTRACTOR SHALL INSPECT AL S ON CON OL MEASURE
EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN
THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA,
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE
INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING
ORDINANCE SECTION 5.1.28.
13, ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE
OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE
LIMITED TO THE HOURS OF 7:00AM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS
LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO
ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES,
SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL MAINTAIN, 0R CONVERT TO
PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL
MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR
OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT
75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL
RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR
MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT
80LBS/IDOSE. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL
INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH.
AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE
TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10
NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95%
KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW
MULCH IS TO BE APPLIED AT 80LBS/I OOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE
COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY
DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE
TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED
AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE
AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE
CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30
DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO
APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
GALVANIZED -�
GUY WIRE
GALVANIZED
GUY WIRE
SHREDDED HARDWOOD
MULCH MIN. 3" DEPTH
STREET TREE REQUIREMENTS, NOTES & DETAILS
STREET TREE CALCULATIONS - ROWCROSS STREET
490 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 40 LINEAR FEET = 12.25 STREET TREES REQUIRED
12 STREET TREES PROVIDED
STREET TREE CALCULATIONS - OLD TRAIL DRIVE
265 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 40 LINEAR FEET = 6.63 STREET TREES REQUIRED
9 STREET TREES PROVIDED
QUANTITY
SYMBOL
BOTANICAL NAME
COMMON NAME
HElf Gil- !T
CALIPER @ PI AN
SPACING
SPECS.
10 YR.
CANOPY
PROP.
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KOELREUTERIA PANICULATA
GOLDEN RAIN TREE
2.5" MIN.
12'
AS
B & B'
380
6
F)A
PLATANUS X ACERIFOLIA
LONDON PLANETREE
2.5" MIN.
12'
l
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B & B'
368
6
OP
QUERCUS PHELLOS
WILLOW OAK
2.5" MIN.
12'
B & B'
370
6
AF,
ACER RUBRUM & CVS.
OCT. GLORY, RED SUNSET
2.5" MIN.
10'
SHOWN
B & B'
397
PROPOSED SITE AREA
C
PHASE 2 OF BLOCK 12 = 1.39 ACRES ��15% SITE TREE CANOPY REQUIRED=fBLOCK 12, PHASE 2 CANOPY = 9,083 S.F.iganSITE CANOPY PROVIDED (1O YR PROJECTED) w�PROPOSED BLOCK 12 TREE CANOPY= 6*380 + 6*368 + 6*370 + 6*397 = 9 090 S.F. ��
STREET TREE NOTES & MINIMUM STANDARDS:
1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST.
SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT.
2. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING
THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF.
3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF
NURSERYMEN. PLANTING SHALL BE DONE iN ACCORDANCE WiTH EiTHER THE STANDARDIZED LANDSCAPE
SPECIFICATIONS JOINTLY ADOPTED BY -THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF
LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS,
OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
4. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY
CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL
SHALL COMPLY WITH THE APPROVED PLAN.
5. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION.
6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE
HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY
TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
7. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED.
2'X2„ HARDWOOD
STAKES
120'
BALL DIAMETER
2"X2" HARDWOOD
---STAKES
WRAPPING
REMOVE BURLAP FROM
TOP 1/3 OF BALL
iEARTH BERM
iAROUND TREE
REVISIONS
Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16, 2015
County Comments
Dec. 8, 2015
:ARB Comments
DATE
Aug, 15, 2014
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REVISIONS
Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16, 2015
County Comments
Dec. 8, 2015
:ARB Comments
DATE
Aug, 15, 2014
CO
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Oct. 24, 2014
County Comments
Feb. 4, 2015
County Comments
April 14, 2015
County Comments
June 23, 2015
County Comments
July 30, 2015
County Comments
Sept. 22, 2015
Grading Revisions
Nov. 16, 2015
County Comments
Dec. 8, 2015
:ARB Comments
DATE
Aug, 15, 2014
FILE NUMBER
8053
SHEET
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FILE NUMBER
8053
SHEET