HomeMy WebLinkAboutSDP201400044 Plan - Approved 2014-09-04CEzVER,4L NOTE'S:
OWNERS:
LOCHLYN HILL DEVELOPMENT GROUP, LLC
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300 SECOND ST NE
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CHARLOTTESVILLE, VA 22902
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CRAIG ENTERPRISES, INC
LANDSCAPING PLAN
P.O. BOX 6156
TOTAL SHEETS
CHARLOTTESVILLE, VA 22906
----- - - - - -- -200 - - - - --
DICKERSON HOMES AND DEVELOPMENT, LLC
6-
925 E JEFFERSON ST, SUITE B
240.55
CHARLOTTESVILLE, VA 22902
ENGINEER:
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293.3719
DEVELOPER:
MILESTONE PARTNERS
300 2ND STREET NE
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CHARLOTTESVILLE, VA 22902
TAX MAP PARCELS:
...
TMP 061AO -06 -1B -02200
N—
TMP 061AO -06 -1B -02300
TMP 061AO -06 -1B -02400
TMP 061AO -06 -1B -02500
TMP 061AO -06 -1B -02600
TMP 061AO- 06- 1B -000BO
D.B. 4456; PG. 504
TOTAL SITE ACREAGE: PHASE 1B 1.2672 AC
ZONING:
R4 RESIDENTIAL.
PREAPPLICATION CONFERENCE: FEBRUARY 11, 2013
USE:
5 TOWNHOUSE UNITS (LOTS RESERVED WITH APPROVED SUB201300136) WITH 2 AND 3 BEDROOM
UNITS
DENSITY:
3.95 UNITS PER ACRE ( 5 DU / 1.2672 AC = 3.95 DU /AC)
OPEN SPACE:
0.5776 AC (PER SUB201300136) / 1.2672 AC = 45.6%
SETBACKS:
FRONT 25 FEET MINIMUM
SIDE 10 FEET MINIMUM*
REAR 20 FEET MINIMUM
*A REDUCTION OF SIDE SETBACKS FROM 15' TO 10' IS INCORPORATED WITH THIS PLAN, BASED ON
THE AVAILABLE FIRE FLOWS TO THE SITE PER REQUIREMENTS OF ZONING ORDINANCE SECTION
4.11.3
BUILDING HEIGHT:
35 FEET MAXIMUM
STREETS:
CURB AND GUTTER, PUBLIC STREETS
EXISTING CONDITIONS: PHASE IA IS UNDER CONSTRUCTION, PHASE IB SITE IS CLEARED
UTILITIES:
SITE WILL BE SERVED BY PUBLIC WATER AND SEWER APPROVED AND CONSTRUCTED UNDER
SUB201300136
PHASING:
PHASE IB SHALL OCCUR IN ONE PHASE
LAND DISTURBANCE: DISTURBANCE PER APPROVED WPO PLAN AND WITHIN THE LIMITS OF DISTURBANCE OF
APPROVED WP0201300045
FLOODPLAIN:
NO FLOODPLAIN EXISTS ON THE SUBJECT PROPERTY, PER FEMA MAP #51003CO287D, PANEL 287D
STREAM BUFFERS:
NO STREAM BUFFER EXISTS WITHIN THE LIMITS OF THE PROJECT AREA.
TOPOGRAPHY:
BOUNDARY OF THE SITE & PEN PARK LANE WERE PROVIDED BY KIRK HUGHES & AND BOUNDARY
IN IN MARCH 20131
FLOWN BY VIRGINIA G
ASSOCIATES. TOPOGRAPHY WAS FLO INIA RESOURCE MAPPING G
AS PROVIDED BY KIRK HUGHES & ASSOCIATES. SITE WAS FIELD VERIFIED IN APRIL 2014.
DATUM:
NAVD88
RIGHT —OF —WAY:
0.3898 ACRES (30.8% OF PHASE 1B)
LOTS:
0.2998 ACRES (23.6% OF PHASE 1B)
L
CRITICAL SLOPES:
0 S
SUBJECT PROPERTY
CRITICAL S
N O THE
AL SLOPES ON C C
PARKING:
REQUIRED: 2 SPACES /DU * 5 DU + 1 GUEST SPACE /4 DU * 5 DU = 12 SPACES REQUIRED
PROVIDED: 16 SPACES PROVIDED. EACH LOT WILL HAVE TWO OFF— STREET PARKING SPACES (10
TOTAL). PARKING IS ALSO PROVIDED ON ONE SIDE OF THE PUBLIC ROADS, WHICH ARE MARKED
V,
WITH SIGNS IN THE DEVELOPMENT (6 TOTAL).
LIGHTING:
NO STREET LIGHTING IS PROPOSED.
LANDSCAPING:
LANDSCAPING IS PROVIDED WITH THIS FINAL SITE PLAN & COMPLIES WITH SECTION 32.7.9 OF THE
ZONING ORDINANCE.
SIGNAGE:
SIGNAGE TO BE PROPOSED UNDER A SEPARATE APPLICATION.
WATERSHED:
MEADOW CREEK
STREET TREES:
STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN ACCORDANCE WITH COUNTY
REQUIREMENTS.
TRASH COLLECTION: TRASH RECEPTACLES SHALL BE MAINTAINED ON EACH INDIVIDUAL LOT.
BUILDING SITES:
LOTS 22 -26 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE.
ON —SITE IMPERVIOUS AREAS: HOMES 0.11 AC.
ROADS 0.37 AC.
DRIVEWAYS 0.06 AC.
SIDEWALKS 0.08 AC.
TOTAL 0.62 AC.
STORMWATER MANAGEMENT: STORMWATER MANAGEMENT FOR PHASE IB IS PROVIDED FOR BY THE EXISTING
ENHANCED EXTENDED DETENTION POND IN THE APPROVED LOCHLYN HILL PHASE 1A &
1B PLANS WPO- 2013 -45.
EROSION & SEDIMENT
CONTROL: EROSION AND SEDIMENT CONTROLS FOR PHASE IB ARE PROVIDED FOR IN THE EROSION
r
AND SEDIMENT CONTROL PLANS IN THE APPROVED LOCHLYN HILL PHASE lA & 1B PLANS
WPO- 2013 -45.
NOTES:
1. THERE ARE NO KNOWN GRAVES OR MARKINGS OF A PLACE OF BURIAL ON THE PROPERTY
2. OPEN
SPACE PROPOSED WITHIN THE DEVELOPMENT SHALL BE MAINTAINED BY THE HOA
LOCHLYN HILL -PHASE 1B
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MAY 14, 2014
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PHASE 1B FINAL SIT' PLAN
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TOTAL SHEETS
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APPROVALS DATE
DEPARTMENT OF COMMUNITY LOPMENT
ENGINEER Ail Gam- 02 s- 27 -/q
INSPECTIONS
DEPARTMENT
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LIST 1: GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONS7RUCTION WITHIN ANY EX /STING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PRRMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF
THE PERMIT. WHERE ANY DESCREPANCIES 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.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
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. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y 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 Ill.
9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE
CONSTRUC77ON INDUSTRY (29 CFR PART 1926).
ROAD NOTES
GRADING
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.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT. OTHER 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.
PA VEMEN T
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2 SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACTION BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR /// PRIOR TO PLACING AGGREGATE BASE
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT'
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT 1S APPLIED.
7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT.- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WAY.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH
A MINIMUM COVER OF ONE (1) FOOT.
2. STANDARD UNDERDRAINS (CD -1 OR CO -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS
OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WAI TER
COURSE.
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
GENERAL WA TER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS
AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE
CONTRACTOR SHALL, ON HIS OWN INI TIA T/ VE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES,
AS NECESSARY.
J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL
WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED
FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,
SERVICE LATERALS AND WATER LINES, ETC.
7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE
DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING
BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE
DRINKING WATER ACT).
PR/VA TE
ACCESS
ESM'T
CIL
PRI VA TE
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ESM'T
Fri-1C AL ALL -r SZCTTIOYV
TOFNHOUSE ALLEY
NOT TO SCALD'
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COMPACTED
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ALLEY PAVEMENT
NO SCALE
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`r G 1 -/" J I V 1V1_ UtiJL
CONCRETE SIDEWALK
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NOTE: SIDEWALK AND CURB AND GUTTER SHALL MATCH THE CITY OF
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DEVELOPMENT.
SCALE:
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H: 1 " =50'
10 +00 10 +50 11+00 11+50 12 +0012 +25
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STA. 10 +54.75 STR: 2F DI -7
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*NOTE- UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/w
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TYPICI4L NEI6!ffB0.Rff00,0 STREET SECTION (54" R//#r)
LOC MN HILL Df'fVA7
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. .
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(TRAVEL LANE)
29' FIC -TIC
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*NOTE- UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/w
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TYPICI4L NEI6!ffB0.Rff00,0 STREET SECTION (54" R//#r)
LOC MN HILL Df'fVA7
GS SS.4R "SIDENTIAL & jVIZE0 USE SUD►DIVISION STRL'A DESIGN SPL'L'D.• 25 KPH
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SURFACE •
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Al•~}'T
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Note: Contractor to bore any existing pavement being utifized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specifications are met
and are in accordance ' with their standards.
NOTE: ENGINEER RESERVES THE RIGHT TO UPDATE THE PAVEMENT DESIGN BASED ON FIELD TESTED CBR RESULTS.
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1 SET TREE PLUMB PRIOR TO STAKING.
ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
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TREE PLANTING
SECTION
NOTES: _
1. SET TREE PLUMB PRIOR TO STAKING.
2, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER
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1 DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILI_ING.
4, IMMEDIATELY SOAK PLANT WITH WATER.
5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY
RELATE TO THIS INSTALLATION.
SPECIMEN SHRU
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1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIGPJ WHERE SOIL CHARACTERISTICS ARE NOT " "' s, _ -
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TERMS OF PLANT SURVIVABILITY OR WARRANTY. t�,,,,.. �,,$ `a aft, ,.. ; �, _ .. _ '��F/,. / f,`J `'' .!J f'
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CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED " � `.., \ \\',� r . .
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OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. \ �'` v / / /� ti
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PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN `', I ! r >;j+ / i , ”' f' r' a 11
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LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN /. n;; / r r -. ' tip E
DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES.,� � �,,� —
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CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY > `
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SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING -- t ,,�_ ,'� >� ���� -__ ��� "l F - W
NSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT ' - °`` / /� / ^ "� °��i� _ �'� LLI z I. ��� � ,, _
PRIOR TO PLACEMENT OF ORDERS. - -� a �� _ x t � �-, �`� _, 'I` ,' vI - LLJ
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AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE: /? /I,_ -,`
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ARCHITECT 48 -HOURS PRIOR TO DELIVERY. 1 /` f �� �c.` ' --',; F- o
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MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. f' t l �� � o
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TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE 1 d ,/� '�, ; ' __ _ Q
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CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY t I ! �! % ,'`,r' 11 �� �
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DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ,'
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AND CUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT \\ t " ; �` . ` _- ✓ / '
AT LEAST 1/2 DISTANCE DOWN / BACKFILL IN LIFTS BY FOOT, /� �\ a` 1' m,` \ Y' ! /f r/ �Qrr, `-'' / /r
FOOTBALL WATER THROUGHLY AT 1/2 l / 1 Or / c I f,' / fir` �i. i / s` ASE I B N 11
DEPTH. / , 3 C 2`� If f / � 1 >
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SCARIFY BASE OF PLANT PIT � :_.., r , ~ m
WHEN EXCAVATING PIT. BREAK RETURN AND COMPACT LOOSE \ / /Y /r,,;• f f ✓ 1 2' 72 AV1 \EV 2- „ v 11 THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO , ' \ '::: ! . '- fl ` '!^ f / I :` / f/ /,' ■ C
HARDPAN IRO -MOVE AS a $i , a f ,I ��
PLANT PIT (O ESTABLISHED `
NECES..,ARY TO FACILITATE .;; \;. ..;. \ \ , t J,., / ' ` / i'`/ } \� //; , `', _ / i / f/ E
PROPER DEPTH PRIOR TO \ti. `, ,r � ' \.,, / ,. ''� '” �� -.1,r /'���� „ ,; f � � '� � N
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1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIGPJ WHERE SOIL CHARACTERISTICS ARE NOT " "' s, _ -
-, 'Y;, <;�. \. "� \ ,,;.. � 11,1:1 ..__.'� ,. ,., ,:'t. '.. „1111 ��, 9g � ... \ . � f y p ,'� %/ _: . /,�� j ;,~�. . -_.__ -- 3
r - CRITERIA RAi C z`•: { ` „. ., ./. . . . . . . . . 't: / / 'f /' f` \'/
AGREEABLE TO THESE PLANTING CR E A -OR WHERE SE ONCERNS IN \ i , - -. ( -., SF / ,_ _ , �` / j \ i /
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TERMS OF PLANT SURVIVABILITY OR WARRANTY. t�,,,,.. �,,$ `a aft, ,.. ; �, _ .. _ '��F/,. / f,`J `'' .!J f'
2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY,,'` �� / „ , / ` /� / /if' / V / /!
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OR INCURRED DURING, PLANTING PROCESS f �; �n
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SECTION N.T.S. 12 SECTION N.T.S.v�= `� t ._ -. / t -
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'2 \ ` + : / WHI,GH ARE IN SIGHT DISTANCE EASEMENTS ARE TO BE :_ 5 CV
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¢� /`_,. ,`�//` /�` �/ LIMBED TO A HEIGHT OF 6' /�cBOVE FINISH GRADE,- 9r W
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CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED " � `.., \ \\',� r . .
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\`. f �., ::k / \s; LO N HILL T GROUP LLC _
TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING �` ',, % = ;''' t " s' i // CHLY DEV�LOPMEN RD ;
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SERVE AS LIMITS OF CONSTRUCTION. \ .,.. �' fi
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E UIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. ' ' ;`+ , / / ; /
No CONSTRUCTION Q Or.. /r' , TMP 61A -3 — Q
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PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS . ' `'' 3 25 1 ' 7 '` ' / MP 61A -2 Z
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TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/
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/ � 25 &P � -, / / , ;r / JAMES A. & BARBARA I. I-■-■i Q
OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. \ �'` v / / /� ti
CONTRACTOR TO MONITOR TREES FOR STRESS AND /OR DAMAGE AND ADVISE LA AND TREE { % \ \ % y l / % ^t', ``� / %° ''.. i NUNNALLY W o
ARBORIST IF ANY OCCUR. w \ \ ? �' <. ' .: ,!C - -' - -� ' j, ! 1,' r _ o
rs II \ � /, 4 / k ?` ; r f r D 2 11 e'
_ ; , r `, \, �j'\ `,. / / t - f � j APPROVED 4 BN STREET TREES 3
B 466 5 �" tD
CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND /OR TREE ARBORIST 48 -HOURS IN ADVANCE �F; ', Ir:,1 \ ,1 �l 1, / / j /f/ , O LOT 1 (,�
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OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE - ;;` f' "I r -' — 'f' ✓ I" —,
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PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN `', I ! r >;j+ / i , ”' f' r' a 11
COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY s „,, I �,,,i \ -E. , - �o -_�_ _ -, 11 , / / __ -. -- _�..
TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. -' _ -. --
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A WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE I i � �— `. ': >_., ,� �?'; ; -� - =- - -_.�_, 3 • > -'
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OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE % ��.�.`,` " "`
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WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS ;, ", _ ,'_�¢H_,,4_�� _� -
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WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH ,,;; ' i" ° n;l rr - -_ _ - ;��' ! \. \ /::. 1 c ) 11 A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH ' ``�' `"^J
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LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN /. n;; / r r -. ' tip E
DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES.,� � �,,� —
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ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM - _ '
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THE SAME SOURCE PER SPECIES / -, ` ` c'
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CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY > `
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SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING -- t ,,�_ ,'� >� ���� -__ ��� "l F - W
NSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT ' - °`` / /� / ^ "� °��i� _ �'� LLI z I. ��� � ,, _
PRIOR TO PLACEMENT OF ORDERS. - -� a �� _ x t � �-, �`� _, 'I` ,' vI - LLJ
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LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVER f `'
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AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE: /? /I,_ -,`
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ARCHITECT 48 -HOURS PRIOR TO DELIVERY. 1 /` f �� �c.` ' --',; F- o
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MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. f' t l �� � o
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MULCH SHALL BE APPLIED TO A 2 —INCH DEPTH. MULCH RINGS 24— INCHES MIN. IN DIAMETER ARE , ,,
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TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE 1 d ,/� '�, ; ' __ _ Q
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DOUBLE - SHREDDED HARDWOOD.
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CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY t I ! �! % ,'`,r' 11 �� �
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DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ,'
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ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS J
ASSOCIATION. I r' '-��, / I /`i " _ a 11
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/ / MEADOWCREEK DEVELOPMENT, LL
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I DB 773 -503, 509 PLAT
j TRACT A
I ' ���, GRAPHIC SCALE 11 22.575 ACRES
, ' '/I , / ' 20 0 10 20 40 80
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PLA T SCHEDULE
SYM
BOTANICAL
COMMON NAME
SIZE
CANOPY (sf)
PLANT HEIGHT AT
TIME OF PLANTING
TOTAL SITE
QUANTITY
COVERAGE (sfl
TREE
QR
QUERCUS RUBRA
RED OAK
2 - 2 1/2" cal.
424
6' min.
7
2,968
BN i
BETULA NIGRA
RIVER BIRCH
2 - 2 1/2" cal.
397
6' min.
7
2,779
EVER REEN TREES
CL
CUPRESSUS x LEYLANDII
LEYLAND CYPRESS
6' ht. min
23
U min.
15
345
TOT L CANOPY
JOB NO.
0
112062
6,092
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SCALE
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