HomeMy WebLinkAboutSDP202000053 Plan - Revision 2021-02-08 (2)GENERAL NOTES
LOCHLYN HILL -PHASE
FINAL SITE PLAN
OWNERS:
061AO-00-00-00300 061AO-00-00-003AO & 061AO-00-00-003BO
LOCHLYN HILL DEVELOPMENT GROUP NUNNALLY, JAMES A & BARBARA E
300 SECOND STREET NE PO BOX 1486
CHARLOTTESWLLE, VA 22902 CHARLOTTESWLLE, VA 22902
061AO-00-00-00600, 061AO-00-00-00700, 061AO-00-00-00800, 61AO-00-00-00900,
061AO-00-00-01000, 061AO-00-00-01100, 061AO-00-00-01200, & 061AO-00-00-001300
MEADOWCREEK TOO LLC
230 CHESTNUT OAK LANE
CHARLOTTESWLLE, VA 22903
DEVELOPER:
MILESTONE PARTNERS
300 2ND STREET, NE
CHARLOTTESWLLE, VA 22902
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESWLLE, VA 22902
(434)293-3719
TAX MAP NO. & AREAS:
IMP 61A-6: 0.2009 ACRES IMP 61A-10: 0.2000 ACRES IMP 61A-3B: 0.8590 ACRES
IMP 61A-7.• 0.2009 ACRES IMP 61A-11: 0.2583 ACRES IMP 61A-3A: 1.1500 ACRES
IMP 61A-8: 0.2009 ACRES IMP 61A-12: 0.2009 ACRES IMP 61A-3.• 0.7800 ACRES
IMP 61A-9: 0.2009 ACRES IMP 61A-13: 0.2062 ACRES
PROPOSED BOUNDARY LINE ADJUSTMENT TO ADD 0.0425 ACRES FROM IMP 61A-4
TOTAL ACREAGE. 4.500 ACRES (TOWNHOME SITE PLAN PORTION = 0.376 ACRES)
ZONING:
R-4 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT
(STEEP SLOPE OVERLAY)
PROPOSED USE:
RESIDENTIAL DEVELOPMENT - TOTAL 22 RESIDEN7AL UNITS INCLUDING (2) AFFORDABLE UNITS.
(14) SINGLE FAMILY DETACHED UNITS, (8) SINGLE FAMILY ATTACHED TH UNITS, AND (1) DUPLEX(2 UNITS).
NOTE- THE EXIS77NG USE IS (11) R-4 SINGLE FAMILY DETACHED LOTS. EACH OF THE (11) LOTS CONTAINED
AN EXISTING SINGLE FAMILY HOUSE. THIS SITE PLAN PROPOSES THE 8 SINGLE FAMILY ATTACHED TOWNHOMSS.
DENSITY.•
ALLOWABLE BY -RIGHT DENSITY: 4 DU/AC
PROPOSED DENSITY- 4.50 ACRES x 4 UNITS / ACRE = 18 UNITS ALLOWED
BONUS DENSITY. AFFORDABLE HOUSING (UP TO 307 INCREASE)
(2) AFFORDABLE TOWNHOUSE UNITS ARE PROPOSED WITH THE PROJECT
18 UNITS BY -RIGHT + (2) AFFORDABLE UNITS + (2) ADDIT70NAL MARKET RATE UNITS = 22 TOTAL UNITS
TOTAL PROPOSED DENSITY = 22 DWELLING UNITS / 4.50 ACRES = 4.89 DUA
NOTE. • TOTAL AFFORDABLE HOUSING BONUS DENSITY IS A TOTAL 227. DENSITY INCREASE
OPEN SPACE.•
TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 251-) = 1.125 AC
TOTAL OPEN SPACE PROPOSED: = 1.175 ACRES (26.17)
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL
BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION, AND HEREBY
DEDICATED TO THE HOA WITH THE RECORDATION OF THE SUBDIVISION PLAT
OPEN SPACE A = 0.929 AC
OPEN SPACE B = 0.085 AC
OPEN SPACE C = 0.056 AC
OPEN SPACED = 0.063 AC
OPEN SPACE E = 0.042 AC (FROM BLA)
TOTAL OPEN SPACE = 1.175 AC
PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 4 SMALL AREAS OF
MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET.
DEVELOPMENT OF THESE MANAGED SLOPES SHALL BE IN ACCORDANCE WITH THE ZONING ORDINANCE FOR
MANAGED AND PRESERVED SLOPES.
BUILDING HEIGHTS
MAXIMUM ALLOWABLE BUILDING HEIGHT IS 35' FOR R-4 ZONING. BUILDINGS WILL NOT EXCEED 30 FEET
SETBACKS.-
FRONT 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND 25' MAXIMUM
SIDE. • 5' MIN., 10' BUILDING SEPARAT70N
REAR: 20' MINIMUM
COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES AND DECKS MAY PROJECT NOT MORE THAN FOUR (4)
FEET INTO ANY REQUIRED YARD SETBACK, PROVIDED THAT THE NO SUCH FEATURE IS LOCATED CLOSER THAN
SIX (6) FEET TO ANY LOT LINE.
SUBDIVISION STREETS
CURB & GUTTER
WATERSHED:
MEADOW CREEK WATERSHED. THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED.
AGRICULTURAL/ FORESTAL DISTRICT. • NONE
TOPO & SURVEY:
TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, NOVEMBER 2018. THE BOUNDARY LINE
INFORMATION IS PROVDED BY KIRK HUGHES & ASSOCIATES INFORMATI0N FIELD VERIFIED BY COLLINS
ENGINEERING JANUARY 2020.
DATUM:
NAD 83
EXISTING VEGETATION:
THE PROPER7ES CURRENTLY HAVE SINGLE FAMILY DETACHED HOUSES ON MOST OF THE EXISTING LOTS.
THERE ARE SOME MATURE HARDWOOD TREES ON THE LOTS AND ALONG THE EXISTING PEN PARK LANE.
LIGHTING:
NO LIGHTING IS PROPOSED
PARKING:
2 OFF-STREET SPOTS IN EACH DRIVEWAY AND TOWNHOME GARAGE. GUEST PARKING FOR THE DEVELOPMENT
PROVIDED IN THE FINAL SITE PLAN, ON -STREET.
(14) SFD & (8) SFA ATTACHED UNITS = 44 OFF-STREET PARKING SPACES REQUIRED
MINIMUM (2) OFF-STREET SPACES REQUIRED: DRIVEWAY SPACES AND/OR GARAGE SPACES
TOTAL PARKING PROVIDED: 44 OFF-STREET PARKING SPACES
GUEST SPACES. 1 SPACE PER 4 UNITS FOR THE (8) SFA UNITS = 2 SPACES REQUIRED
PROWOED GUEST PARKING SPACES (ON -STREET PARKING) = 41 SPACES
PHASING:
THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE
BUILDING SITES
PARCELS 1-22 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1
OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES:
NO KNOWN BURIAL SITES OR CEMETERIES ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF
OF THE PROJECT
STREAM BUFFERS:
NO STREAM BUFFERS ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF THIS PROJECT AREA.
FLOODPLAIN:
THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4,
2005.
RETAINING WALLS:
NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE
COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTON 32.7.9 OF THE COUNTY CODE. A LANDSCAPING PLAN
IS PROVIDED WITH THIS FINAL SITE PLAN FOR COUNTY REWEW AND APPROVAL.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREATION AREA:
A PARK IS BEING CONSTRUCTED WITHIN THE 0.929 ACRES OF OPEN SPACE (A) AND THE ADJACENT OPEN
SPACE FROM THE PHASE I DEVELOPMENT THE PARK AREA MEETS THE RECREATIONAL REQUIREMENTS AND
A TOT LOT AND OPEN SPACE RECREATIONAL FIELD IS BEING PROVIDED:
TOTAL AMOUNT OF RECREATIONAL AREA REQUIRED: 22 UNITS x 200 SF/UNIT = 4,400 SF
TOTAL AMOUNT OF RECREATIONAL AREA PROVIDED: 40,510 SF
OPEN SPACE:
OPEN SPACE AREA (AREAS B, C, D, & E): 10,716 SF (0.246 AC) - 20.91'
RECREATION AREA OPEN SPACE. • 40,467 SF (0.929 AC) - 79.1%
TOTAL OPEN SPACE: 51,183 SF (1.175 AC)
ALL OPEN SPACE SHALL BE HEREBY DEDICATED TO THE HOA WITH THE RECORDATION OF THE FINAL
SUBDIVISION PLAT AND SHALL BE MAINTAINED BY THE HOA.
N07E 07 OF THE OPEN SPACE IS LOCATED WITHIN THE LIMITS OF A FLOODPLAIN, WPO BUFFER, CRITICAL OR
PRESERVED SLOPES, OR STORMWATER MANAGEMENT AREA. 285 SF OF THE TOTAL 49,832 SF OF OPEN
SPACE IS LOCATED WIN MANAGED SLOPES.
OFFSITE EASEMEN T•
ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. NO OFFSITE
EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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OPEN SPACE 2
SHEET LAYOUT
SCALE: 1" = 60'
NOTES:
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) ALL PROPOSED SANITARY AND WATER EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE.
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY
STANDARDS.
5) THIS PROPERTY IS LOCATED WITHIN A FEDERAL DAM INUNDATION ZONE, AS SHOWN ON SHEET 3.
DEVELOPMENT AREAS:
LOT AREA = 2.425 AC (53.97)
OPEN SPACE = 1.175 AC (26.1%)
RIGHT-OF-WAY = 0.90 AC (20.07)
IMPERVIOUS AREAS:
BUILDINGS = 40,800 SF (0.94 AC)
DRIVEWAYS = 11,000 SF (0.25 AC)
SIDEWALKS = 7,250 SF (0.17 AC)
ROADS = 44,300 SF (1.02 AC)
IV
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
PAVED PARKING AND CIRCULATION AREA = N/A
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VILLAGE a
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VICINITY MAP
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SCALE 1 " - 2000'
LOT
NUMBER
LOT
AREA (sf)
BUILDABLE
AREA (sf)
13
2,215
1,353
14
1,790
1,237
15
1,747
1,197
16
1,725
1,175
17
1,720
1,169
18
2,188
1,223
19
2,463
1,448
20
2,515
1,489
TOTALS: 16,363
Total Lot Acreage
Sheet List Table
Sheet Number
Sheet Title
1
COVER SHEET
2A
EXISTING CONDITIONS (PRE -PHASE IV)
2
EXISTING CONDITIONS
3
SITE & UTILITY PLAN
4
GRADING & DRAINAGE PLAN
5
TYPICAL SECTIONS, NOTES, & DETAILS
6
LANDSCAPING PLAN
7 TOTAL NUMBER OF SHEETS
LEGEND
ROADS
EXISTING CULVERT
CULVERT
0
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
eee
EC-3A DITCH
6»
DEPTH OF EC-3A DITCH
EC-2 DITCH
6"
DEPTH OF EC-2 DITCH
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
_ _ _ _ _
CLEARING LIMITS
T
VDOT STANDARD STOP SIGN
zoo
EXISTING CONTOUR
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVAT70N
TBC DENOTES TOP/BACK OF CURB
TAB DENOTES TOP OF BOX
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SCOTT/R. Cb-UINS'Z
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NOTES:
�+ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED
442 y /y \ Q \ x ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. 'COTT R. LINS'Z
° 62 / ti°j 2. TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, FIELD
F\ 4233 \ / LJ No. 35791
K ', COLLECTED IN NOVEMBER, 2018. THE BOUNDARY LINE INFORMATION
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/ LOCH N HILL�E�ELOPMENT / _ z / / / DB 4839 390 / I _ INV. IN-376.40' \ °
i / I 1 1 \ _ . = LOT 10 Q
\ GRULL-C / / ' \\\DR9PVO/\ D 448-351 PLAT 391.0 / / — —
y
L YA-H/L-OPENSPA(, B A QNV.OUT=376.30' SANITARY S W OB. 416 PG. 197, 24LAT)/ °
\ \ �X MH�� V IRF / / Q
— 3'UPSTRE a 125:0� ° 384.1 N
/ / 86`4 ' 623.15' / 135.82 a \ w
-S 3 W / / o w
,400 � � � — � — — _ /� � w \ /CITY OWNERS o sv� _�[�JJ��_�_. _ // � JOB NO. �
362.2� - - - °N° —svo —sue ems" -OF SANITARY - FOR DEDICATION o
d sue/ —sue —�° ns"' PLAT G'URRENTLY UN 112062
/ / i / —sd° °>�sd° -- - - - Zt- �— SEWER BEGINS -- y
CODQt N AREA /// / 4116 \ N sd° _ 21 A S A SCALE
,- a
\ �THENA
---—OPEN SPACE 2 / / \ sd�—�\---(53.5') _ 9 _ 1'=30' °
•
_ R / M MH 389.85 s /
a — — — — PVC=375.5' — / AN TSWRING B„ // I 2 FC I 38J6 SHEET NO.4 4 a
3 _ - - — — — — — — J90 ' �' TW R N RE 2q
/ 5 R
m
LOCHLYN PHASE IV OPEN SPACE EXHIBIT
SCALE: 1 "=100'
TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 257.) = 1.125 AC
22 \ \ STORM SE R PROPO TOTAL OPEN SPACE PROPOSED: = 1.175 ACRES (26.19)
\ \ \ \ \ \ UNDER LOCHL HILL PHASE IV OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE
\ \ \ IR ° \ FINAL ROAD PLA - SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION, AND
HEREBY DEDICATED TO THE HOA WITH THE RECORDATION OF THE SUBDIVISION PLAT
V
IR V v v v v� OPEN SPACE A= 0.929 AC
�\ \ OPEN SPACE B = 0.085 AC
\ \ \ 419.7 \ \ \ \ OPEN SPACE C = 0.056 AC
\ \ \ \ \ OPEN SPACE D = 0.063 AC
\ EXISTING 10" - OPEN SPACE E = 0.042 AC (FROM BLA)
TMP 61A-4 // ®\ \\ \ D.I. WATERLINE \ / - \ \ TOTAL OPEN SPACE = 1.175 AC
JAMES A. & BARB RA
� B. NUNNALLY
II
<,< ° INGLE FAM. RES. / I � 419.2 � �
-4 RESIDENTIAL \ �' \ - - _ II
/ J,AMES A &, ARBARA \ �q \ 4 OPENSPACEE
EXISTIN W a" ACRES
DB 440-532 oEC / B. NUNNALLY l / �oF�%q - D.I. WATERLIN — \- OPEN SPACE
0.056ACRESINGL;FAM. RE0.086ACRESRWA OTSOPENSPACEC
DB 441 PLC 7
R-4 RESIDENTIAL
/ --2 /'//��
�[ VB 44053
R� L� LOT 1
v.
i' DB 448-351 PLAT // \ \ /nIR 41B \ ROADWAY EXT. & SIDEWALK PROPOSED I ` i ` ,\
,UNDER LOCHLYN HILL PHASE IVD PLAN ,\ \
/
WATER METERS PROPOSED
1 \ I � � UNDER LOCHLYN HILL PHASE IV y oPENSPACEb LOT ZZ / \ X/\ \ \ \ FINAL ROAD PLAN �, • ............. . ..
• i. . . . . . . . . . . . . . . . . 0063ACRE5�'.
/ / 1' 32.67"E EXISTING 6' PLANTING STRIP WAS INCREA D
...................
TO 15.5' IN THIS LOCATION WITH LOCHL HILL - - • • • - - • • • - • • • • - • • • \ \
IRF ° \ \ PHASE IV FINAL ROAD PLAN, TO ALLO OR � `°""""'° ' ' ' ' ' ' ' • ' ' ' ' ) iF,
A = 87, R 037 a . \ xxRrox m r.......C....:•:':':':':•:':':.... °,R I
W€ (3) EXISTING $TRE7 TTRE> S EMAINi _ _
o \\ 4188 NEW DEWAL�t AND PLANTING ST P WAS
/� o—�p� NCLUDD �N ROW DEDICATIO _ -
\ / :':':
LOT 21 , / / Sz.S Np .. :' _ -- --
/ 11.9 1 RK s auuox nu n —
�'� EX G(3)STREET FINAL GRADING /�/�`
P9SED U�ER LOCHLYN HILL ` / / }; UcRo wj Fqs EES T BE SAVED - — .. . _ o
j jj \ H.-AlO N T Xr / m ,,,
PHASE IV FINAL ROAD PLAN / / Lfl —� \ 17 F z2 21
129 II 128 ,2� ,z�0 ,2s ,za ,za
20
7 . LOT
FINAL SILAN
ROJECTLIMTiS,
7` / j I / l / ��. / \� / I / 37 — /� �� �. / �— /\\ \ �P8 F IRF IRF \ \ °
�LOT Z
r
412
ll� l LOT2
DENSE TRE/t S /
/
LOTS y EXISTING 8"TCP
SANITARY SEWER;
I I /
/ ALLEY PROPOS/Oq�/j) vjw\ \ \ \ \ �\ \ , w w j c'\\ // / / J /l
UNDER LOCHLYN H1LL,PHAS IV / / / /SANITARY SEWER LATERALS v \ y / y / \�i \ — — — / / / / i c�01
>l — / / l / FINAL ROAD / / / PRQPOSE UNDER LOCHLYN HI _ \� Z �\ /
/ _7 — --7 / l i / / PH E1V'FINALROADPLAN
BD)ENCH DARK
-LOT41 y/ \ �\��z \\��\ x- 56 szS'w IRON/ROD -
/ f I// \ �� _ - \ � \\ %/� 0 .03.E \ 7. � \ - \\ \ � / / /
/ R SE LOCH�L HILL DRIVE _ / / /T . \ \ \ \i \\ L=3 7 /-31.50 \ ' LOT 12
— w -j WPUBLIC54' lW °" W 2 l �'-
/ ti w / e.. \ j /� � \ ASEMENT
Y \ I / , \ l I — PROPOSED UNDER LOCHLYN HILL
NOTES: \ // \ a �I / I / \ I / / \ \\ PHASE IV FINAL RQAD PLAN
1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED tiO /'�O ( \ \ \
ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. \ \ \ I I / \ —I— — I I I I
2. TOPOGRAPHY PROVIDED BY KIRK HUGHES &ASSOCIATES, FIELD \ w
J COLLECTED IN NOVEMBER, 2018. THE BOUNDARY LINE INFORMATION \ I \ / — �-r� �\ \ \ \ I
/ / I �\ L v�"� \ �\\ \ T\ 1 I I � �� .387.7
w IS PROVIDED BY KIRK HUGHES & ASSOCIATES. TOPOGRAPHY HAS / a v� �/\ \\ n\ \\ i I \ \ I LOT 1 Z 1 O l
BEEN FIELD VERIFIED IN JANUARY 2020.
3. NO PRESERVED OR MANAGED STEEP SLOPES ARE LOCATED ON THE Ilk"
ALLEY
/ TOWNHOME PROPERTY. \ i\\ / `� \ / UNDER LOCHLYN HILL
4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. \ // ILp. \/ / \ I \/\ FINAL P \ \\\ \ \ ` I
5. THE ROADWAY, GRADING, AND UTILITY IMPROVEMENTS SHOWN /
HEREIN ARE PROPOSED UNDER THE LOCHLYN HILLS PHASE IV FINAL \ �' N' \ I �tit / \ / °.' I yi \ \ �, � — — — � • —� m
ROAD PLAN, SDP-2019-00032 SUBMITTED BY COLLINS ENGINEERING / \\ 4,
TO ALBEMARLE COUNTY. \ \�_ \ / (` OO s B8 S
i 6. THE STORMWATER MANAGEMENT FOR THIS PROJECT HAS BEEN l 1 —
\ \\ \ \ \\ i XISTING 8"-PV
.I INCLUDED IN THE LOCHLYN HILL PHASE IV VSMP SET SUBMITTED BY
ITARY SEWER
COLLINS ENGINEERING TO THE CITY OF CHARLOTTESVILLE FOR
APPROVAL. \
7. EXISTING EASEMENTS AND LOTS WITHIN PHASE IV SHOWN AS \� \ \ \ \ �( { v I v I ' I
PLATTED OR AS SUBMITTED FOR CURRENT REVIEW. I-/v \� \ / Is I \ \\ \\ I ��. ly \ \ II I \ \ L�� �O
8. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN \ \ \ \\ LV
/ I \ \ I \
/ IN APPROXIMATION ONLY. NO UNDERGROUND INVESTIGATION OF L/ /J \� /J \ I \ \< \ \ F\EDERAL T 7 \ I I I 1 I
UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE / y / \ y I 400 \\ \ \ DAB B EAK / \ \ I \ I '!F�G�IE
/ \\ p \ \ NU DA ION �' / \� I \\ 1� I \ \\ �____J a9 PHI SCALE
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE -- '° � I
J .y .y / J� J� / \ W I s ° - 4\ \ _ �Y I I \ — — — \ @ o to 20 4o 80
COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY ly`\�lA\ �
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE u Z NE \ — -\ , I, I
OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND / \ \ 4 \\ \(F�R �OMTY Gl�) _ — — — --
j� I w I —a— _ ------
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. / / \ / \ \ I \ I I — — -� I II ( III FE T )
0 ft.
No. 35791
2/1/21��
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BASE COURSE, uvor J/21A ce//�� \ �4RK ENE ^ w k o ,-1
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\ \�NF Nill ' I w w o 40
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cn cn
,� \\ \ \ SIGN
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\ w\ \ W W
W
Ryyq/ � �� � o \ \ WATER METER PER LOCHLYN
1IRF w \ \; \ �PHHASE IV FINAL ROAD PLAN
ROW DEDICATION AREA GRAPHIC SCALE
/ V PROPOSED WITH LOCHLYN HILL 10 20 40 80
z � w \' ' w \\ \, \, PHASE IV FINAL ROAD PLAN
LOT 22 CG-12 (TYP.) w \
i w w \\
(3) EXISTING STREET TREES TO 1 inch FEET
)11.
/ STREET SIGN r �/7,/`Jf/"7 IRF w \\ \ _ \'- REMAIN PER PHASE IV FINAL ROAD o N
\ w \ \PLAN EXISTING 6' PLANTING STRIP WAS INCREASED rl o N
\ / / LOT 21 °;'Q ,��! . \ w \. TO 15.5' IN THIS LOCATION WITH LOCHLYN HILL
PHASE IV FINAL ROAD PLAN, TO ALLOW FOR
\ A* C \ \_ THE (3) EXISTING STREET TREES TO REMAIN.
IRF 8 , \\ \ \ NEW SIDEWALK AND PLANTING STRIP WAS
SSG INCLUDED IN ROW DEDICATION AREA.
LOT 20 \\ / \ \\ \ L9ti
�h / ` q w�� O �\ \ M
/ 8 C w `w \ ONSTREET Cl*)
v;% s LOT 19 , % w w \ Q \ PARKING
Clq
sk ^�b/ \�Q� SPACE (9'x18') 4
�9°oF %(� I \ w (TYPICAL) cM
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-_- `'� a 'LOT
� a
`- s� i
V RL WIDTH . yO (%' �,O.c�C/i / l/\ Z w K, F 3� IRF IRF 0 °
�F IVATE T, L ,'�� ^ \ y/ sk1s o �7 LET 6 ;' � '�Rp \ �\ LIMT �F o:owu z N W z
SANI*T R\� ESMT. / r , ` i \Fck �9 � LO 5 FTB g' pD�L� w \ w /o Q (n J
PROPO9SED WITH Y, '�C 3 z
%OCHiYN HILL EXISTING 2Q` C$ASANITARY 30 .\ , r\ ck �' _k w I c o LLI J _
PHASE IV ROAD SEWER EA$E ENT CREATED \ - �, , \ Z8-h\ / / 9k1 f' LOT4 rr ;\ \ w \ 3/ c z Q
WITH LOCHLYN PHASES II & III \ , -f'
FLANS (TYP.) �
SITE PLAt�I AMENDMENT#3Q�, To �F ? t K ' LOT 13 � J o
l LOT 2 F/ O 8 �l,� .q� / / 9aZ £` , ' /y` �+ y \ I C�O U)
\�Fy 9 oFck r' z W >
PRGPOS D ` gjNF4 C\,'' -z�, / \ A sk1-------------L9
-
.�' / By s �F / DENSE TREES H
/ / ti STREET �FGIV T,�,F ck I 0 Lu of 3
--� r- --- LOT 3
/--------------- / VAR. WIDTH oaP�� NO PARKING \; 1- 09 ', \ ' 2 / / �, 3 J
/ ORAINAGE-ESMT. % / b/y SIGN ( }, /.i ,�\ ,' y '\cy �\ \\ srz9,aFek ��, W �� a I z Q 2
x
>p OOOSED WITH _, X , , tc \ _ 3
/ / F �- - �@ 4 -` / G'ARsAU`YE - DRAFNAIGE E&M °�' I 501 W U J
---_ LOCHLYN HILL i , , I
- ,Y ,n - - PROPOSED WITH \
----- % PHASE IV ROAD / 20',DRAIN'AG� >; \ _ „' /CT et}3 J
\, ,-' , , `\ BENCH MARK �--�
PLANS{TYP.) ESMT!PROI�OSED.•` ``., ., ,- ,>� - �,, �,sue,. LOCF�LYN HILL. �\ .\ Y °
LOT 4 PHASE IV ROAD \ IRON ROD = W
_�
--� �IVITX-1 LOCHLYN \,\ �. PLANS OP.)
ELEV.=396.24' z
HILL/PHASE IV 1\ - - ��
YIn
fV$IItL DRWE° _ _ ROAD PLANS LOT Z2 \ ;
I(54' /W) — — _ ----- -- 3
o \
ROAD MAINTAINED BYVDOfi- - LOT 5 >/ / . 3 R -- ------
\ \ 10' WIDE PRIVATE- I VDOT CG-9D _. _ , -_ _ _ _ _ _ _ _ - -_ ----, I
SANITARY ESMT.� �,, `.� % --------------------- - -� I
PROPOSED -WITH \ CG-2 CURB 1 I
< i LOCHLYWHILL I I
BUILDING AND FIRE/RESCUE NOTES: \ F PHASE IVRI:7AD
s. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1 1985 MUST HAVE AN ASBESTOS PItANS (TYP.)
LOT
NUMBER
LOT
AREA (sf)
BUILDABLE
AREA (sf)
13
2,215
1,353
14
1,790
1,237
15
1,747
1,197
16
1,725
1,175
17
1,720
1,169
18
2,188
1,223
19
2,463
1,448
20
2,515
1,489
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` I SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS LOT 6 `, \ I I ; +, LOT 11 It I TOTALS: 16,363 13,489 Q
REMOVAL PERMITS ARE REQUIRED IS POSITIVE FOR SUCH. CONTACT VDOLI FOR ° ° v ; ', I y
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. \ �• 1. i --- ' Total Lot Acreage: 0.376 C
+' ----- - ---- J O o
z. RETAINING WALLS GREATER THAN FEET IN HEIGHT REQUIRE A SEPARATE BUILDING + ,
3 NItfjRYISEWLR LATERAL PER LOCHLYN � I I _ _ NOTES: �y
PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED i --- - Lu
' HILL PHASE IV FINAL ROAD PLAN ,, `a I ------ _ _ ALL ALLEYS SHALL BE OWNED AND MAINTAINED BY THE HOA. ALLEYS AND ROADWAYS w E
DESIGN ALSO. \ ' ' ___ AS SHOWN ON THIS S TE PLAN ARE A PART OF THE ROAD PL N APPROVAL FOR
ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE I J - _-- - I Alu
3• ° < \ ;,, `.�, 1 �I; --- -------------' LOCHLYN HILL PHASE IV FINAL ROAD PLAN SDP-2oi9-oo03z. `�
MUST HAVE A VISUAL INSPECTION PERFORMED BYTHE BUILDING DEPARTMENT. \\ F: o cos No.
I _-+ ---- z. SEE LANDSCAPING PLAN SHEET FOR STREETTREES AND LANDSCAPING PLAN.
4. CONTRACTOR TO PERFORM A FIRE FLOW TEST ON AN ONSITE FIRE HYDRANTS TO \ '' `\ ` �- i 3. THE GUEST PARKING SPACES ARE ACCOUNTED FOR IN THE TOTAL NUMBER OF 112062 0
CONFIRM THAT THE FIRE FLOW MEETS THE MINIMUM FLOW REQUIREMENTS. I ON STREET PARKING SPACES PROVIDED WITH THE LOCHLYN HILL PHASE IV FINAL ROAD N
CONTRACTOR TO COORDINATE THE TESTING WITH THE FIRE DEPARTMENT FOR FINAL I' \ \'� \ '' i ,' i PLAN SEE CALCULATIONS ON SHEET 1. SCALE
ACCEPTANCE. �. ' �`t` 1 19 I i 4. THE SUBDIVISION PLAT FOR THESE PROPOSED LOTS SHALL BE SUBMITTED PRIOR TO 1 "=20I N
5. PARALLEL PARKING DELINEATORS ARE FOR PLANNING PURPOSES ONLY, PARALLEL LOT 10 SHEET NO.
APPROVAL OF THIS PLAN.
PARKING STRIPING SHALL NOT BE PAINTED ON ROADWAYS. `�� I 1 ; 5. ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE a
3 \ LOT 7 `, �I ; MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
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\ PUBLIC GOLF COURSE
c,l yN yT0 4�
\ \ NF ll
NOTES:
1. ANY TOWNHOUSE ROOF DRAINS SHALL TIE INTO THE STORM DRAINAGE PIPES
PROPOSED UNDER THE LOCHLYN HILL PHASE IV FINAL ROAD PLANS SDP-2019-00032
SUBMITTED BY COLLINS ENGINEERING. THE STORM SEWER WAS PREVIOUSLY
DESIGNED TO INCLUDE THE TOWNHOME SITE PLAN DRAINAGE.
2. THE STORMWATER MANAGEMENT FOR THIS PROJECT HAS BEEN INCLUDED IN THE
LOCHLYN HILL PHASE IV VSMP SET SUBMITTED BY COLLINS ENGINEERING TO THE
CITY OF CHARLOTTESVILLE FOR APPROVAL.
w
\ \ \ 230. \ 20
I F
STORM SEWER CHL L
/14w
PHASE IV FINAL ROA
Ir
/ °
228 / IR w \ \ \
42
ROW DEDICATION AREA
PROPOSED WITH LOCHLYN HILL
PHASE IV FINAL ROAD PLAN
LOT 22
IRF \\ \
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch - 20 ft.
10' PRIVATE
DRAINAGE ESMT.
PROPOSED WITH
LOCHLYN HILL
PHASE IV ROAD
PLANS {_TYP.)
IRF IRF
441 Oq
412.46' �4
j 10 ! �Y - \ � � N/
41
12 iS 410.73' ° l � 4Z1 FFF` /
�1 �" VIP
409. z24
i /; DENSE TREES
---------- -- - ; r - -- - ------ , % , LOT 3 y v w
40/ `�� �� ♦ / may\ ' / AID \\ 3
(70
�4�Q �i ♦>� ��� ` �"�� �`� 407.4"7 � 8.3 E � 220 ,' � �� I
� � � ♦�/x z34 \\ ,
Q' ,\�,- >�; STORM SEWER EASEM�N
206, \ I I
�o LOT 4 ' e.aa PROPOSED UNDER LOCH\1� \
STORM SEWER P OCHLYN HILL s ' / 28 PHASE IV FINAL ROAD PLA I I
_ -. -•- _ _ _._w PHASE IV FINA AD PLAN LOT 12 \
LOB YID HIL L Rj-V- _ I
_--- ---o --- �+/ E - / LOTS 'L'qI gTFFF ------ ---- - 3
AINE _ f, N 'q _ - 1
`�V PUBLIC R AD MAINT ��- \ �" , ' . < 210 ,''�♦` / , y`i T�INFp SF y, - -- - ---- -_ --�---------\ ` I
BY VD \ \NAL GRADING PROPOSED UN \` eyTyM�F/� \ �.._-----------
LOCHLYN HILL PHASE IV FIN / '1� \` ?\ ,-" q -- Ex. MH B I
a _V� PLAN' ,c6- � o
\I/ \I/ y y 204 .(. \l/ \\ \\ 4� \\ `\ _../ / `\♦ G` URB I. \(, - \1 i /•0Q� I
♦ `�
L \L \\ LOT 6 D C iy 216 ; LOT 11
\I/ \I/ \y 11/ \I/ d/ J/ \L \L 41 \ \\ , / , ♦ \\. W r 1 \ I II
d/ \1/ \L \L y y \Y\\\ ', \ \�� ° \�,� / / /'/� �\ \ ` �� J' j` Iy 1' YD B -L
\I/ \I/ \1/ \1/ \1/ d/ d/ \L \L \y \y`\\ \\\ �' \ .\ / / /\♦\ YD A 1 I' - - ----- ---------
\ / I
\1/ \L \L \L \L \L 11, \l/
\1/ \1/ \L \L \L \L \L \I?\ \\ \1/ ° \ \ \ ♦ �� \\I W '____-
d/ \1/ \1/ \Y \Y \Y \Y \Y \I/ \I/ \\D`\ \\\ \I/`< \ t\ ° \\\ \ \ \\ / `. ♦\ VW 4-OS1
V ♦ v 1 I 1
� � \1/ \1/ \1/ \Y \Y \Y \Y \Y \Y \Y � � � � � \\\ \I/ �� \ \ / `\ �� ♦ I Y \11
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iLOT 10 i \I/ \I/ \I/ 11/ \y \y \y \y \y \y \y \I/ \I/ \I/ \I/ \I/ \\y/ \y \\ m \ \ \\ I j i i\I/
\I/ \I/ \I/ \I/ \y \y \y \y \y \y \y d/ \y \I/ \I/ \I/ \\ LOT 7 \I/ \l/\\ \ �
dti 40� w I 21I ''FIC-FIC
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DRAINAGE DESCRIPTIONS
STR.
PIPE INFORMATION
INLET INFORMATION
NO.
DIA.
(in.)
LENGTH'
(A.)
SLOPE
(h)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
SLOT
LENGTH
RIM'
ELEVATION
COMMENTS
210
DI-313
CGE
4
410.56
VDOTSTD. IS-1 REQ'D
209
15
19.59
0.61%
405.68
405.56
RCP3
206
DI-313
CG-6
12
414.18
VDOTSTD. IS-1 REQ'D
205
15
29.98
0.57%
405.15
404.98
RCP3
204
DI-313
CG-6
6
413.67
VDOTSTD. IS-1 REQ'D
203
15
191.35
7.78%
404.88
390.00
RCP3
202
DI-313
CG-6
8
395.80
VDOTSTD. IS-1 REQ'D
201
15
26.84
2.42%
388.75
388.10
RCP3
212
DI-313
CG-6
10
395.41
VDOTSTD. IS-1 REQ'D
211
15
23.02
2.82%
389.50
388.85
RCP3
240
DI-7
CG-6
-
420.73
VDOTSTD. IS-1 REQ'D
239
15
97.08
8.14%
416.00
408.10
RCP3
238
DI-7
CG-6
-
414.54
VDOTSTD. IS-1 REQ'D
237
15
32.58
4.70%
408.00
406.47
RCP3
236
DI-313
CG-6
8
413.62
VDOTSTD. IS-1 REQ'D
235
15
147.98
2.89%
406.37
402.10
RCP3
234
DI-313
CG-6
6
408.55
VDOTSTD. IS-1 REQ'D
233
15
68.85
2.29%
402.00
400.42
RCP3
224
DI-3B
CG-6
10
409.72
VDOT STD. IS-1 REQ'D
223
15
29.05
0.65%
402.94
402.75
RCP3
222
DI-313
CG-6
8
410.18
VDOTSTD. IS-1 REQ'D
221
15
55.81
0.54%
402.65
402.35
RCP3
220 STR
MH-1
CG-6
-
412.00
VDOTSTD. IS-1 REQ'D
219
15
57.70
3.17%
402.25
400.42
RCP3
218 STR
DI-313
CG-6
6
406.74
VDOTSTD. IS-1 REQ'D
217
15
44.09
2.99%
400.32
399.00
RCP3
216
DI-3C
CG-6
6
406.19
VDOTSTD. IS-1 REQ'D
215
15
55.83
3.13%
395.50
393.75
RCP3
214 STR
DI-7
CG-6
-
398.02
VDOTSTD. IS-1 REQ'D
213
15
88.65
2.82%
389.28
386.78
RCP3
244
DI-313
CG-6
8
390.80
VDOTSTD. IS-1 REQ'D
243
15
21.17
2.36%
385.83
385.33
RCP3
242
DI-313
CG-6
10
390.72
VDOTSTD. IS-1 REQ'D
241
15
29.54
2.47%
385.23
384.50
RCP3
232B
DI-3B
CG-6
10
427.31
VDOTSTD. IS-1 REQ'D
232A
15
28.34
1.09%
418.93
418.62
RCP3
232
DI-3B
CG-6
8
427.18
VDOTSTD. IS-1 REQ'D
231
15
241.22
3.13%
418.52
410.98
RCP3
230
DI-36
CG-6
8
420.28
VDOTSTD. IS-1 REQ'D
229
15
28.61
1.08%
410.88
410.57
RCP3
228
DI-3B
CG-6
8
420.28
VDOTSTD. IS-1 REQ'D
227
15
32.84
1.13%
410.47
410.10
RCP3
226
DI-313
CG-6
4
419.40
VDOTSTD. IS-1 REQ'D
225
15
93.95
1.06%
410.00
409.00
RCP3
214 YD D
YARD INLET
CG-6
18"
400.00
VDOTSTD. IS-1 REQ'D
YD D-C
15
52.50
1.90%
396.50
396.50
HDPE
214 YD C
YARD INLET
CG-6
18"
402.00
VDOTSTD. IS-1 REQ'D
YD C-214
15
55.50
2.70%
395.40
393.90
HDPE
214 YD B
YARD INLET
CG-6
18"
400.50
VDOT STD. IS-1 REQ'D
YD B-A
15
46.10
3.04%
396.50
395.10
HDPE
214 YD A
YARD INLET
CG-6
18"
400.50
VDOTSTD. IS-1 REQ'D
YD A-214
15
38.70
2.84%
395.00
393.90
HDPE
218 YDF
YARD INLET
CG-6
18"
413.00
VDOTSTD. IS-1 REQ'D
YD F-E
15
148.70
3.30%
409.00
404.10
HDPE
218 YD E
YARD INLET
CG-6
18"
408.00
VDOTSTD. IS-1 REQ'D
YD E-218
15
24.10
5.23%
404.00
402.74
HDPE
220 YD G
I YARD INLET
CG-6
1 18"
416.00
VDOT STD. IS-1 REQ'D
YD G-220
15
60.00
16.67%
1 412.00
408.00
HDPE
./ ;' \\ 1 11\ \ EXISTING 6' PLANTING STRIP WAS INCREASED
°o \\ \ \ TO 15.5' IN THIS LOCATION WITH LOCHLYN HILL
LOT 21 226 ° ``/ ,4• ° °'. \\w \ \ PHASE IV FINAL ROAD PLAN, TO ALLOW FOR
/ w pFij/p THE (3) EXISTING STREET TREES TO REMAIN.
/, \ Rj` NEW SIDEWALK AND PLANTING STRIP WAS
/ y "41$ IRF " w °fie (V �'�N \ \ , INCLUDED IN ROW DEDICATION AREA.
al q
/ '•,y$ / FF LOT
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SHEET NO.
a
4
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 FOR APPROVAL.
J. 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 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.
8. 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 5 MPH BELOW THE
DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER 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.
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.
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 CD-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 WATER
COURSE.
PA VEMENT
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 I, /I OR N 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 IS 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.
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
7. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (IIIII 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.
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 Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ACSA GENERAL WATER & SEWER CONDITIONS
3L. 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 INITIATIVE,
LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
3. 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.
S. 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 & ONE-HALF (3.5)
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.
io. 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).
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED
FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED:
I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE
BEING COVERED.
III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE
PLACEMENT OF ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS,
SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE
APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES,
FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE
AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART
OF THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR
TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL
TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING
ELIGIBLE FOR STATE MAINTENANCE.
INSPECTIONS NOTES
1. BUILDING OR STRUCTURES BUILT BEFORE ✓ANUARY 1, 1985 MUST HAVE AN ASBESTOS
SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS
ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS
AND PERMITS FOR DEMOLITION PROJECTS.
2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE
MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ATE TRIP GENERATION MANUAL (8TH EDITION)
8 ATTACHED SINGLE FAMILY UNITS - CODE 230
ADT: 46 VPD (23 ENTER / 23 EXIT)
AM PEAK: 4 VPH (1 ENTER / 3 EXIT)
PM PEAK: 4 VPH (3 ENTER 11 EXIT)
G-O WIDTH OF
A -q-1 F r y
WIDTH Ci ENTRANCE C LINTS OF PEDESTPoq ® _ _ _ _#- ® LIMITS CIF PEDESTRIAN
ExPANSION OIM 55 RWTE - AGCE55 RWTE
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THIS CAST
I+N UNPAVED SPACE UNPAVED SPACE
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ED FLOW uN: ¢ WITHOUT UPAVED SPACE
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ABSOLUTE MINIMUM 4'
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IS TO E NS q.TED TO MATCH ICI
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A XITO NX CHANGE
ebg4e.Y P'e b 4'S •�-
46
•
4b 4 A.eeS
4-. Go•=
N.WBIE
p" AGGREGATE BASE aMs At (N.Es.I GNc. SECTION C-C
TYPE 1512E EB L�
5'-O 5'-V' ®POINT OF GRACE CHANGE
12% MA%. BCPE
17
0R WRB AND GUTTER TT DAILY # n
Y * 13 X MNGM.M INCREASE N ELOPE AT IR+MUM 10' INTERVµS a
�li
F K TT . . b' P'
BVILT LIDI PRENTLT Y Y Y ] X MAXI.EIM DECREASE IN SLOPE FOR FIRST D' INTERVµ AND
e:e
ACCEPTABLE ALTERNATIVE
B X MARNW DECREASE FOR SUCCEEDING MINIMUM O' INTERVALS•=.::e
SECTION A -A "'" '"
IF CURB IS EXTRUDED
SECTION D-D
`VDOT
STANDARD ENTRANCE GUTTER
ISPECIFICATION
SPECIFICATION
STANDARD
II
6 CURB
`VDIT
ROM AND BRIDE MARIN6
VIRGINIA DEPARTMENT OF TRANSPORTATION
VRGU4k OEPMTLENT OF TRANSPORTATION
ROM AND INNING STANDMOS
S02
x)5
EGG
SHEET 1 OF 1
EVISGN DATE
07/15
ENSOX DATE
NEST 1 OF 1
MS.OS
0.
/G REND
•" ^WPRESSW r 3/4" UALE PIPE COUPLING
PFROWII EQUAL
WI' TYPE •K• \\ �� // /
GPPLR
FOR USE ON ATTACHED SINGLE FAMILY
RESAND IRRIG4 0M SE M OR GOAL Rf51GfHTA
AND IPRICAPON SERNCfS.
1".1"TEE
NOT7,=W
NG 2,
�1
DUAL SERVICE
R
I- COMPRESSION . 3/4' MALE PIPE COUPLING
OR APPRO EC EQUAL
I- TYPE'K'
OFT COPPER
FOR USE ONDETACKED swGIE FAMILY
RESIDENTIAL SERVICE
WERE AN IRRIGATIONMETFA
IS NOT PRODDED
SINGLE SERVICE
NOTE
0
1 SADDLES SHALL 9E USED ON PAC RIPE,
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NITS
FIG. W-6A
COVER LIFT NOTCH
14 1/2'
12 1/2" 12 3/8"
WATER
CAST IRON LT
15" METER BOX
,ry
ryry.� N�IM1
2
6" EXTENSION
6"
PIPE SLOT
(2 PLACES)
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-l" METERS)
I
FIG. W-7
SURFACE •
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
INTERMEDIATE COURSE
BASE COURSE, VDOT #21A 11 .0
aml 1-1
�1111111111111111111�
OR #21B DEPENDING ON
ULTIMATE TRAFFIC LIMITS
AND UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT
NO SCALE
PRIVATE ACCESS PRIVATE ACCESS
EASEMENT CAL POINTOF EASEMENT
FINISHED GRADE
1I11
1.5"SM9.5SURFACE V7-
3, / 2/4":3' 1/4 ":z' 3.1
EXIST. GROUND 3,1 `- I 3-� EXIST. GR
°w ° 8v&»4 b a9a9� °
CG-z CG-z
8"zv1 BASE
EXIST. GROUND o To EXIST. GROUND
3
TYPICAL PRIV,4TE ALL.FY SF6TION
DESIGN SPEED Zulll 20?nvh
NOT TO SCAZE
TOP
OF 4" 2" R
CURB
6"
P
d 4 as
13'A d ^a A 7»
4'
- d
4"
GOES
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST N PLACE
X. CONCRETE TO HE CLASS M F CAST N PLACE.
AND PS 11 PRECAST.
], COMBINATION CURB M GOTTEN HAVING A RADIUS
OF NO FEET O R LESS (ALONG OF CURED
SHILL BE PAID FOR
AS PANNE COMBINATION
CURB L Gunn.
4. FOR USE NTH STAHIISD qEM-CIUOEB DRAINAGE
LAYER, THE BOTTOM OF THE CINB i GUTTER
SIGN E CONSTRUCTED PAEAIFL M THE SLOPE
OF w®/SE COURSES AND TO THE DEPTH CP
THE PAVEMENT.
S. ILLOWANLE CRITERIA FOR THE IH OF CG-S
15 BASED ON ROADWAY CLASSFOATION AND
TEOSPEED
GMIHNEONR ROAD DESIGN AN/L THET
ON GS URBAN STANNOS
• D ,
' b
• fY
D p D D
A
Qm�
` COMBINATION 6" CURB AND GUTTER I RDq AND -BRIDGE ETgDMDB
NS REVISION DATE EHEET 1 OF 1
BY1 VIRGINIA EPMT OF TRANSFNRATM
R01.0]
SEWER SERVICE LATERAL CONNECTION NOTES:
L WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED . THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 02' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
1
(1/4" PER FOOT )
�
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' IN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAYS A MINIMUM COVER
OF }FEET.
SALT
TREA ED
FINISHED GROUND
2 X 4
MARKER
PLUG END OF -
MAIN LINE SECTION SERVICE LATERAL
LINE WYE-TEE
PLAN
VARIES
F
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TO-33
8*MIN
SPRING LINE
OF PIPE
NO. 68 STONE
24
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INITIAL BACKFILL*
(6" LEFTS)
+ THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" max
4" min
-FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
,CONDITIONS ARE UNSTABLE
NOTE :
L OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NITS
FIG. S-3
TD-34
-1' 16„ 2'
STANDARD CG-6
CURB Hz GU TTER
NO SCALE
(5' MIN.)
4" CONC._\
VDOT #57,#68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
BACKFILLING.
# ,,--
. .. . i' .
N-- 4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
4
° °w°Rw�O VDOT #57,
#68 OR #78
STONE BASE
1' 6" UNDER CURB.
STANDARD CG-2
NO SCALE
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
B 24" IN a, INITIAL BACKFILLU66
MIN MIN. BEDDING
8 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
a w INITIAL BACKFILLy
UNSTABLE s"
8"SOIL MI MIN. _ STONE
\ - 'GRANULAR FILL AS --APPROVED BY ACSA
5 bCK' STABLE SOIL OR ROCK,
NOTE :
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2.NC ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5.BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
No. 35791
2/1/21��
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Landscape Notes
TREE CANOPY CALCULATIONS:
NOTE: STREET TREES PROVIDED 40' O.C. AND 5'-10'
1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF
FROM PROPOSED UTILITIES. THOSE TREES NOT
CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION.
TOTAL PROJECT SITE AREA
0.398 AC
HIGHLIGHTED ARE LOCATED ON PRIVATE LOTS. ANY
DWELLING UNITS
8 TOWNHOUSE UNITS
TREES PROPOSED ON THE PRIVATE LOTS WILL BE
2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION
NOTE: DENSITY OF io DWELLING UNITS OR LESS PER ACRE REQUIRES A MINIMUM
CONTAINED WITHIN A LANDSCAPING ACCESS
CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION
MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE
OF 20%TREE CANOPY
EASEMENT TO THE HOA.
ON —SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR.
TOTAL SITE AREA
16,355 SF
NOTE: INDIVIDUAL LOT PLANTING REQUIREMENTS
3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION
PER THE LANDSCAPE STANDARDS FOUND WITHIN
ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL
TOTAL TREE CANOPY REQUIRED
20%x 16 SF =3,271 SF
THE LOCHLYN HILL CODE OF DEVELOPMENT WILL BE
LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS
APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK.
,355
REVIEWED BY THE COUNTY FOR QUANTITY ONLY.
TOTAL TREE CANOPY PROPOSED ON
SITE = 5,353 SF
VERTIFICATION WILL OCCUR AT THE ISSUANCE OF
4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA
THE CERTIFICATE OF OCCUPANCY BY THE ZONING
SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED
Plant Legend
ADMINISTRATOR.
METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE
DONE WITH A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT
AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING
DRIPLINES.
5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER
SPECIES).
6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF
SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE
LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS.
7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL
PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48—HOURS PRIOR TO DELIVERY.
PLANT LIST
SYMBOL
BOTANICAL NAME
COMMON NAME
SIZE
CANOPY
QUANTITY
TOTAL CANOPY
CANOPY TREES
AR
ACER RUBRUM OCTOBER GLORY
JOCTOBER GLORY RED MAPLE
2 - 21/2" cal.
452
2
904
BN
BETULANIGRA
I RIVER BIRCH
2-21/2"ca1.
397
4
1588
OR
QUERCUS RUBRA
IREDOAK
2 - 21/2" cal.
424
2
848
EXISTING TREES TO REMAIN
MAPLE (YELLOW)
16", 24", 24"
VAR.
3
2013
TOTAL:
5353
8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING.
Planting Notes
9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A
Tree Planting and Staking Detail
Not To Scale
2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES
BEDS. MULCH TO BE DOUBLE —SHREDDED HARDWOOD. EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION
10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO
FAILURE TO GIVE SUCH NOTIFICATION.
LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE. SEE SPECS.
3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED SHALL BE
11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOA. SEEDED PER SPECIFICATIONS.
o
County of Albemarle a -
Cow'reactors Plan Checklist— To Inplaced on Landscape Plans I F F
(Handbook,pp IR-284-111-297 for complete specificafions)
]. iM1e followine items aM1aB be shown on IDe oleo: i` \ ��� \
I
63 Treestobeaaved;`"/ l
® Limits of demsvg (outssd dnpli of trees to be saved); ry Qom] \
If
® Location and type of protective f ngy IF I
® GrMecnenges requirirg nca 11 walls; i
� Pmpnreatrmfmng mtnmeung beynnatnei >s eianng. , w Q
:. Mar
6 Un
�kA11 toes m be savo3 snag be markai with pri t orribloon at a nngnt clearly visible to egwpment operawn. ,� a � \ \ N'
El No grading shall bqm tmal the b markv nos bees inspected and approves by a Couray Inspector.
RS. PraLanrtraRien Conference: '\, O
Tree preservation mtl protection memuses shall be reviewed with the convenor msite. / W As
IR 4
4. Ennmmam Operation and Storage, � / , • .
to be saaurpment, vetuculm traffic and storage ofconsnucnon matmals including soil shall rat be pemenM witidn the dripknas of eree / /
w \ \ PROPOSED ROW DEDICATION AREA
to be saved. /
/ 11I iY lY
a m Soil and Snnwater Detention Devices:/ / r�r.,! �
® such deviceasnall riot aai eisely atlen trees [o be savM. ��/ / \`1 / 4, it,
\ \
O Euee me not permitted willan 1p0 het oftM dripline of tremmba saved.
LOT 22 is,
Toxicmatmalsahannotbe�toroiwiRdnl00feetoftnedriply,eoftrmatobesaved. / / ; \, ' `\ " ""\\ (3) EXISTING STREET
/ TREES TO REMAIN
S. Protective Fenane:
0 TreestoberetainedmtWn40fwofaproposedbuildingorgmdv acfvityuhaUbopMo Mbyfmcing.
0 / Fmcing snail be m place and mall be inapstM and appmvM by a Countylimpector poor to grading m mmn fien. /.' / ' / % ' r ��fJ/�"s) I R / �� / / 9. Tree Wells:,
\�� a �
® Whmihegromdlevelmustbemla thin Neariplineofatreetobesavedaeeewallsh beprovidedmdamrlshucnonaeiail / / j /^� / /
O
subnrirad for approval / / - /' �' / O \ s \
DOUBLE STRAND #12 GAUGE WIRE
WITH RUBBER HOSE & TURNBUCKLES
2"x2" HARDWOOD STAKE
CUT & REMOVE BURLAP FROM TOP
1/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
MULCH SAUCER
yhI69:Ig4HAll 1B
TREES UP TO 4" CAL. SHALL BE STAKED.
TREES 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED
TWISTED, #12 GAUGE WIRE WITH HOSE
AND TURNBUCKLES. LOOP HOSE
AROUND TRUNK ABOVE BRANCHES
AS SHOWN, FLAG WIRES WITH
COURVEY TAPE. REFER TO SPECS
FOR ADDITIONAL INFORMATION.
AMENDED SOIL MIX
COMPACTED SUBGRADE
Evergreen Tree Planting Detail
Not To Scale
TREES UP TO 4" CAL. SHALL BE STAKED C:� ___ � � a"'
WITH 2-2"x2" HARDWOOD STAKES. U No. 35791
TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED, TWISTED, A� 10/12/20 !y4
AND TURNBUCKLES. LOOP HOSE AROUND 0S
TRUNK. FLAG WIRES WITH COURVEY TAPE.
Io E
NAL _
REFER TO SPECIFICATIONS FOR
FURTHER INFORMATION
GUYWIRES WITH RUBBER HOSE AND
TURNBUCKLES 2/3 UP TREE
2"x2" HARDWOOD STAKES, ALIGN
TOP OF STAKES
MULCH SAUCER
AMENDED SOIL MIX
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GRAPHIC SCALE
( IN FEET )
1 inch = 20 1L
Ia. Tr,,, Wall,: ' - -' Q ,\ EXISTING 6' PLANTING STRIP WAS INCREASED
® lVnm tee a level moat to lowemd witliln the dii eoe to be amM, a veer wall eha0 be sea; and a coinwchon oared ; / % LOT 21 , ; O �`
gram plim a provi , , . , �
bn""°dfor a°"°'"� / \\ w\ TO 15.5' IN THIS LOCATION WITH LOCHLYN HILL
11. Trenchmm lm eaTnnnee: / / - ,/ / " • \
o Wnmhe eng agwmawdnnsanm ateleanienitibedoneaafma,frmnytenmtanaoftreesaroyfisrots. og PHASE IV FINAL ROAD PLAN, TO ALLOW FOR
under i g na snail be fonaiaeraammelhmahve wmm�ia mdicipated mat necessary vmfmng wui destroy eeeaarrorn / ,. / / /i �
0'15" 12. CCU / / ''_�� (2) BN O's �\ \ \_ THE (3) EXISTING STREET TREES TO REMAIN.
® Aoteffive forcing seal) be the lest items ramovM dsving the final cleanup. , , \ /
13. Damaeea'frcec _ _ _ / ,/ - ; �''�<v `I S GyTQ \ \, NEW SIDEWALK AND PLANTING STRIP WAS
NO®:RIST EDE EOP RS RESPONSIBILITY TO CON]ITRWRRTRE CONTRACTORON TREE CONSERVATION \\ / / / / /
� / LANDSCAPING ;' ' '<v s / LOT 20 ) AR Is ,�, 6 n � � �\, INCLUDED IN ROW DEDICATION AREA.
REQUIREMENTS. / ACCESS ANTI 2 �1' 6
10/11/20�
DWNER SIG ATU (DATE) \.� MAINTENANCE �_� / LOT
BASEMENT /Q i p2ss w\ w '\ ° \
CONTRACT PURCHASER SIGNATURE (DATE)
5/1/C6 vase 1 of t
/ W
Is
Is Is
%' � \�, F 3� IRF IRF
/ AR LOT 1E ; !w
BN
Y_
/
\\ % LOT 14 ,. M I / 6' PLANTING STRIP / LANDSCAPING ' ` `// `�� / / / y w 3
/ , ACCESS AND �' `/'.` '�•° F � .''`'r ,- / \
i LOT2 ; To �S .\ �' LOT13 ; �M
MAINTENANCE q f I
/ EASEMENT
-----
� —y
/ %l ------ -- IRF
---- -- r--------- , l , LOTS �F I
6'PLANTING STRIP
y,
�r
LANDSCAPafV 3 I
�501
-- -_ ; ACCESS .
I BENCH MARK
MAINTENANCE IRON ROD
LOT4 e -
p - --EA5EMr - EN
'°/ , (1) QR ELEV.=396.24'
+lift LJj[ ; ,y LOT 12
cs41 R/W `�. , / PROPOSED STRE T
o /
BROAD MA LOT 5 Y — \ 3 TREES (TYPIC L)
\NED BYV — —
D - ° G �. / >;' x'' % --- - _ _ I FROM PHAS IV
- i `� `� I - _ — - — ---- ---- Ca ROAD P AN
\ / _LANDSAPTN - ------ --- j
\ / MAINTENANCE / j' �1 II a ,
\ < .,EASEMENT
\L � y y y y y y \\\ \`\ //'/ i' \\` \\\ `\` • 1 ` I'. III II III
6'\PLANTING STRIA '� / LOT 6 i LOT 11 I —
1
III)v� 1 i' �` ` '�Yv ( \ i J II I
---------1— I
ROPOSED STREET X// = 1 __ — ------ —
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SHEET NO. 6