HomeMy WebLinkAboutSDP202000053 Plan - Revision 2022-02-13GENERAL 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
CHARLOTTESVILLE, VA 22903
DEVELOPER.
MILESTONE PARTNERS
300 2ND STREET, NE
CHARLOTTESVILLE, VA 22902
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO. & AREAS:
IMP 61A-6: 0.201 ACRES IMP 61A-10. 0.201 ACRES IMP 61A-38: 0.852 ACRES
IMP 61A-7. 0.201 ACRES IMP 61A-11: 0.258 ACRES IMP 61A-3A: 1.149 ACRES
IMP 61A-8. 0.201 ACRES IMP 61A-12: 0.201 ACRES IMP 61A-3: 0.781 ACRES
IMP 61A-9. 0.201 ACRES IMP 61A-13: 0.206 ACRES
PROPOSED BOUNDARY LINE ADJUSTMENT TO ADD 0.049 ACRES FROM IMP 61A-4
TOTAL ACREAGE, • 4.501 ACRES (TOWNHOME SITE PLAN PORTION = 0.377 ACRES)
ZONING:
R-4 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT
(STEEP SLOPE OVERLAY)
PROPOSED USE:
RESIDENTIAL DEVELOPMENT -TOTAL 22 RESIDENTIAL UNITS INCLUDING (2) AFFORDABLE UNITS.
(14) SINGLE FAMILY DETACHED UNITS, (8) SINGLE FAMILY ATTACHED TH UNITS, AND (1) DUPLEX(2 UNITS).
NOTE- THE EXISTING 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) ADDITIONAL 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 259) = 1.125 AC
TOTAL OPEN SPACE PROPOSED: = 1.178 ACRES (26.27)
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 = 0.080 AC
OPEN SPACE C = 0.056 AC
OPEN SPACED = 0.063 AC
OPEN SPACE E = 0.049 AC (FROM BLA)
TOTAL OPEN SPACE = 51,315 SF = 1.178 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 WIN 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 SEPARATION
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 PROVIDED BY KIRK HUGHES & ASSOCIATES INFORMATION FIELD VERIFIED BY COLLINS
ENGINEERING JANUARY 2020.
DATUM:
NAD 83
EXISTING VEGETATION:
THE PROPERTIES CURRENTLY HAVE SINGLE FAMILY DETACHED HOUSES ON MOST OF THE EXISTING LOTS.
THERE ARE SOME MATURE HARDWOOD TREES ON THE LOTS AND ALONG THE EXIS77NG 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
PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 30 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 MAP151003CO229D, 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 7HE PHASE l DEVELOPMENT THE PARK AREA MEETS THE RECREATIONAL REQUIREMENTS AND
A TOT LOT AND OPEN SPACE RECREATIONAL FIELD lS BEING PROVIDED:
TOTAL AMOUNT OF RECREATIONAL AREA REQUIRED: 22 UNITS x 200 SF/UNIT = 4,400 SF
TOTAL AMOUNT OF RECREATIONAL AREA PROVIDED: 40,486 SF
OPEN SPACE:
OPEN SPACE AREA (AREAS B, C, D, & E): 10,829 SF (0.249 AC) - 21.1Z
RECREATION AREA OPEN SPACE: 40,486 SF (0.929 AC) - 78.97
TOTAL OPEN SPACE: 51,315 SF (1.178 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.
NOTE. O% OF THE OPEN SPACE IS LOCATED WITHIN THE LIMITS OF A FLOODPLAIN, WPO BUFFER, CRI77CAL OR
PRESERVED SLOPES, OR STORMWATER MANAGEMENT AREA. 285 SF OF THE TOTAL 49,832 SF OF OPEN
SPACE IS LOCATED WITH MANAGED SLOPES.
OFFSITE EASEMEN T•
ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXIS77NG RIGHT-OF-WAY. NO OFFSITE
EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT
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OPEN OPEN SPACE 2
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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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.
390
386
123 122 I 121 120
380
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GRAPHIC SCALE
IN FEET )
1 inch = 60 ft.
DEVELOPMENT AREAS:
LOT AREA = 2.466 AC (54.87)
OPEN SPACE = 1.178 AC (26.27)
RIGHT-OF-WAY & PRIVATE ALLEY = 0.858 AC (19.17)
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)
PAVED PARKING AND CIRCULATION AREA = N/A
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SITE
VICINITY MAP
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SCALE 1 ° = 2000'
LOT
NUMBER
LOT
AREA (sf)
BUILDABLE
AREA (sf)
13
2,216
1,351
14
1,789
1,232
15
1,746
1,193
16
1,724
1,173
17
1,720
1,170
18
2,189
1,489
19
2,463
1,716
20
2,557
1,584
TOTALS: 16,404
Total Lot Acreage:
SCOTT/R. CbLLINS'Z
No. 35791
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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
Q
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
6»
DEPTH OF EC-3A DITCH
EC-2 DITCH
6"
DEPTH OF EC-2 DITCH
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EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
_ _ _ _ _
CLEARING LIMITS
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VDOT STANDARD STOP SIGN
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EXIS77NG CONTOUR
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVA77ON
TBC DENOTES TOP/BACK OF CURB
T/B DENOTES TOP OF BOX
%PPROVAL:
%GENT FOR THE BOARD OF SUPERVISORS DATE:
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LOCHLYN PHASE IV OPEN SPACE EXHIBIT
�0, SCALE: 1 "=100' TH UP
ES
\ \ TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 259) = 1.125 AC ��
\ \ 22 TOTAL OPEN SPACE PROPOSED: = 1.178 ACRES (26.29) SCOTT R. LLINS'Z
\ \ STORM SE R PROPO \
\ \ \ \ \ UNDER LOCHL HILL PHASE IV \ \ \ OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE U No. 35791
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a FINAL ROAD PLA \ — _ HALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION, AND vv IR v v -- _ /I HEREBY DEDICATED TO THE HOA WITH THE RECORDATION OF THE SUBDIVISION PLAT
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v IR v v O V OPEN SPACE A = 0.929 AC ��ssiONat Eg��
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A v / OPEN SPACE D = 0.063 AC
/- EXISTING 10" OPEN SPACE E = 0.049 AC (FROM BLA)
TMP 61A-4 ® \ \ \ D.I. WATERLINE \ / — i TOTAL OPEN SPACE = 51,315 SF = 1.178 AC
JA MES A. & BARBARA; d > w v
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1' 32.67' EXISTING 6' PLANTING STRIP WAS INCREA D ::_ . oo6oACRf3 - W
\' TO 15.5' IN THIS LOCATION WITH LOCHL HILL wE \ce
R\\ .037IRF a 45. 2� \ \ 3 EXISTING STREET TREES EMAINi /°°�R'; 099CRE5 :..:....: £\ "i
PHASE FINAL ROAD PLAN, TO T -- OR /
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AF A NCLUOW DEDICATIO REA. /
LOT 21 °,1 a 5 .5 N - —
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NOTES:
HIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS BASED \ v / ! / / 0� PHASE IV FINAL ROAD PLAN £
, l
y ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. tiO \ / \ / / \ A- - II II -- _ 1 iI ° -P / / / / / / \ \ LLJ
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J 2. TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, FIELD \ / \ �� �� \\ W I� /i3OOI (5 � / / 3877 w O Z
COLLECTED IN NOVEMBER, 2018. THE BOUNDARY LINE INFORMATION
IS PROVIDED BY KIRK HUGHES & ASSOCIATES. TOPOGRAPHY HAS / / /� y n\ I v V LOT 11 I P
BEEN FIELD VERIFIED IN JANUARY 2020. 4 / f� \
w w v %/ ALLEY PROPOSED v I I v T
3. NO PRESERVED OR MANAGED STEEP SLOPES ARE LOCATED ON THE /
TOWNHOME PROPERTY. \ 1 r f \� �ND I OCHLYN HILL PHASE IV
I a � FINAL ROAD PLAN � � � � � v I \ � � a -- �- - - - � _, � / / / � g
4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. \ / a I / / \;\�� V� A �- vI� a
5. THE ROADWAY, GRADING, AND UTILITY IMPROVEMENTS SHOWN -
HEREIN ARE PROPOSED UNDER THE LOCHLYN HILLS PHASE IV FINAL
ROAD PLAN, SDP-2019-00032 SUBMITTED BY COLLINS ENGINEERING
TO ALBEMARLE COUNTY.
w 6. THE O MANAGEMENT FOR
INCLUDEDLI CLUDED IN THE LOCHLYN HILL PHASE IV SET SUBMITTED BY v v `.v\�A / �� V� �w �V / I I -� l l 389. l c
APPROVAL.
COLLINS ENGINEERING TO THE CITY OF CHARLOTTESVILLE FORLu
7. EXISTING EASEMENTS AND LOTS WITHIN PHASE IV SHOWN AS \� \ \\� A A - w 6
v i v v i v�,� I LOT 10 /
PLATTED OR AS SUBMITTED FOR CURRENT REVIEW. \� \ \ m ) A VA I v v. I _ I I / a Ln
8. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN \ \ LOT 7 W I I _ / JOB NO.
A IN APPROXIMATION ONLY. NO UNDERGROUND INVESTIGATION OF V� \ V A \ FEDERAL V / \ 1 ' - / 112062 .0
UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE \ 400 \\ \ \ DO BREAK J I I ' F�C-�1c °
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE _ -- --� W/ \ dl \ / '� 1 w I - - -- J 29 PHI SCAILE o
\ NUNDATIO I SCALE
J COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY J / \ \\ \ ZONE \ II y _ = 0 10 20 40 80 1 ��-2O1
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE y \ i / \ ��� v 1 I
OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND A� \ \ V (PER COUNTY GIS) -'� v I �� I� �_ _ y -
J vY A/ mil%' �V �L �Y �Y �Y e \ \ _ - 1 - 39� — — — — — — — �I JOFC
SHEET NO. n
• --- ( IN FE T ) 2
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. A �Iv III - - - - - - - - - - finch = 0 It C�IY s
\ -
- PEN
148E EAST _� + �D - 60J (PLAT)
Q / TH 0 G
PARK LANE w R
RT �f { k NOTES: ✓
b @� \L - �+ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED
- - 442 7 a 0 k / ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. SCOTT R. LLINS'_Z
44s.2 / °I q \ { 4233 F I 2. TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, FIELD No. 3579E
COLLECTED IN NOVEMBER, 2018. THE BOUNDARY LINE INFORMATION �
ti 1 F \ EXISTING 18" DI \ 1 IS PROVIDED BY KIRK HUGHES & ASSOCIATES. TOPOGRAPHY HAS Yp 2�s�Z2
�A + RWSA WATERLINE / I \ / - BEEN FIELD VERIFIED IN JANUARY 2019. �� s tyGS
° N I \ \ \ / i \ 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. s I�NAL E
i
EXISTING, , ATER � X � � � � / \
LL METER (OFFSITE - THE MANAGED STEEP SLOPES ARE LABELED.
° 44 .3 \ \ b°� \� 42J4 TO REMAIN) k \ / \ \ 4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY.
_ TMP 61AO-06-1A-00100 \ \ \ \ / / 5. AN EXISTING PRIVATE WELL EXISTS WITHIN THE PARCEL BOUNDARY.
HAIGHT MICHAEL ROBERT & t
\ ° �1 A THE WELL SHALL BE REMOVED PROPERLY BY A LICENSED WELL
COLLEEN PATRICIA GILLIS I / ° k V A� \ \ , / _ _ DRILLER AND WILL REQUIRE PERMITTING BY THE
° I I ZONING: R-4 � � ° \ V�1P 488-1 CHARLOTTESVILLE/ALBEMARLE HEALTH DEPARTMENT.
° I USE SFD UNIT RF \ A� CITY OF CHARLOTTESVILLE
D.B. 45119 PG 673 - - EXi, I NG 1 '_0 PARCEL A PEN BARK
444 ° ° _ - All �� S \ , �� ` TDB 507-427 432 PLC \ \
PUBLIC GOLF COURSE L_ i
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LINDA MARIE PARKER V Z RF _ _
r A ZONING R-4 / / T V PG.387,390 R\ -- \ LU 0 o 0 0
° p A /-- EXISTI REELINE \ _ /
In USE SFD UNIT '
D.B. 4819, PG739 _ - A 479 \ EXISTING WATE(� / 0 Q w w w
TMP 61A-4 - / H > z d d d
TER TO REMAIN i > z o 0 0
_ - I 4/ ND SERVE LOTZ2 LU Ln Ln Ln
A. & BARBARA B. / \ j j j
NUNNALLY
r 1 (SINGLE FAY. RES. TMP 61A-4 I F 4192
r A R-4 RESIDENTIAL JAMES A. & BARBARA B. �� _ _ ���� EXISTING WATER W
_ 3� \ DB 440-532 DEC/ NUNNALLY /\ F� �K w/
- \ IMP 61AO-06-IA-OOJOO RWAL LOT / oe54 'F /, METER TO BE Ce
SINGLE fAM. RES. / �a Tom Ay ABANDONED
z 1 HENRY f-C-HAIKLIN & \ DB 44 5 4R % / R-4 RESIDENTIAL / IMP 61A-6 �6 OgYc /OTh
-KATHERINE LOUISE PECK / �y DB 440-532 N MEADOWCREEK TOO
AST J J EXISTING WATE
ZONING.' R-4 R L i LOT 1 vq' SINGLE FAR. RES. q METER TO REMAIN
\ _,i iR ? v GRAPHIC SCALE
USE SFD UNIT - / DB 448-351 PLAT R- RESIDENTIAL 478 AND SERVE LOT 20
� � A 1 / - DB 3 -145 � � \
D.B. 4794, PG.131 - { _ - - ao o s so so zo
�� l '' � LOT 3 � � � EXISTING FIRE
\ 1 - _ - / \_ I / EXISTING MANAGED D&448-351 A7 - HYDRANT TO EXISTING 18" DI
1 v - A34- - o FI SLOPES IMP 61A-7 v REMAIN RWSA WATERLINE
• -� � _ _ - � /CLEAN � \ / � WCREEK R30 LLC � � _ � ( IN FEET )
/ OUT ®® _ , hC� FAR RES. A EXISTING ATER
\ d -4 SIDENTIAL R\ METER T REM!)IN inch = 30 ft. N N
TMP 61A0-O6-7A-00400 � /
00
MICHAEL CORBE77 \ / l 487-145 ° .� 47.8 AND VENT17 EXISTING WATER P, o N N
_ __
MICHELLE CORBETT �V / - LOT a\ TMP 61A-8 METERS TO REMAIN
/ DOWCREEK TOO LLC AND SERVE LOTS 15
• ZONING: R-4 , � ' l � j DB 448-351 � �
\ USE SFD UNIT ADJUST RY LINE
D.B. 4854, PG.56 BOUND ADJUSTMENT TO \ 7 43 ; ` DEfK/ - _ / R-4 RESIDE, REL Pv & 14 -
ADDDA47AC. TO S 8 '49'56 \N 8 v� R 3 EXISTING TREES
-PROPERTY 5 4g' 60 / �Q 3487 �3\ - - TO BE SAVED EXISTING WATER _
1 _ _ -� \ - �� DB 448-351 T 6?'EE, METER TO REMAIN
12 _�- N 11'15'10"W �" \ AND SERVE LOTI3
1 N 2 24" �� -
14 j �/�S. Tv J ti
N �8'5T �90 / 7
1 N 11 15'10" {N \�'� \ \ �� \ OWCREEK LC L9
EXISTING 10" DI Cr)
a TMP 61A0-06-1A-00500 \ E FAM R ACSA WATERLfN✓E
I7OO IRF X— _ L
I HOLLY NELSON DAIS �\ �` \ / DECK \ f RESID TIAL 4 x _
\ o
• ZONING; R-4 � � � I �\! `V ALL � � 487�45 � a CV
� � / � L �' EXISTING W�TE
I X / TMP 0 METER TO BIE 5 USE: SFD UNIT / I poEN
D.B. 4737, PG581 I I / \ / � \ D4 448 351 /��A, 00CRE �� �V RF iRF ABANDONED � o - Cri
\ / j \ I-4 RFVn AL
TV
vvV \ �E-4� � � �
_ - EXISTING WELL & o o
_ - - PUMP HOUSE TO BE / / LO it o i Q
3 REMOVED Pu o DECK \ DB 448-351 / ® / / N
UR((Yp v / a z —j i--I
/ O o
1
° I / / %' DECK i / w Q, W
f:
- �� / RIM MH=405.35' C/� �/ / V - - - / / W V)
TMP 61AO-06-1A-00600 `"' -
RW / IN IN 8' DIP=400.1' \ \ \ _ EXISTING 2" ACSA E TR�Es /
INV. I 8" TCP (W)=398.5' \ \ \ WATER MAIN & / Q
_ V / VAN DER KOORT THOMAS L JR EXISTING OHE - ONS /
POWER LINES TO BE I jjj 'METERS -SERVING
- - \ OR JOAN L HORN N X� OU / 8" TAP-398.2' V / % o
USE SFD UNIT A / \ TMP 61A-11, 12, & / m z
ZONING: R-4 0 � I /
REMOVED / /
RIM MH=396.91' 1 _ / - 13 TO BE / /� / / � W J -
rU D.B. 4619, PG.485 TO % �� „ A / \ DE �. = ABAN DECK / / ��j J Q W
/ INV./IN 3 CIP NW -392 DONED
05'f / ` " ( �- i4 TMP 61A-3B /BENCH MARK J �� / �j _
�ocN� 3 �V / INV. IN 3 CIP (NE)-393, 8' JAMES A. & B4RBARA / 4YON-ROD , / / -
SINGLE FAY. RE, - DEC MEADO E1. IA T110 LLG -- - - _
4 -- - - - --- EXI G INV.VOUT 8 TCP=39Q 8' �� / EL¢!=39624� W L L
;, HOUSES T9 BE / 0.7 ��� r2' � -- 7 /
„ � R4 RESIDENTAL \ V / i
DEM`6LISHED SINGLE FAY, RES. W -
I,
/ V (TYPICAL) DB 466-52 / \ A V '� _ R ,4 RESIDENTIAL
�y LOT 3 \ � � � � V OB 3487-145 /L9
��------ h T �� o. - LOT 4oJs -
ALL EX DB 659-390 PttA \ \ W
- — - - - `� � �• \ I _ � � X / / 'z9� J, \ � - � `bB'44� 351 � � - / / / / � � - - O Q 3
ism G EASEMENT / A� \ e - I I INV. IN 4" PVC NE =398.8' �� Q
TO B VACATED PE \ 9 v Av EXISTING _ ( )- "
EXISTING 8" DI ��� � .�R �g I ,2 >O 47ss /� / c HOUSES TO B I INV. IN 3" CIP (NW)-397.8'
`��`a i �„ � i SPA 3 � I V \ �
WATERLINE G A V DEMOLISHED
�\
/ A��v v (TYPICAL) I Fc _ a z I
__ 7 0 - 38Z7 U
,INGRESS &EGRESS / -� �yA A� I Pool PM 61A-12 0 \ I ll ll l Z
v' V A\ cn /
EASEMENT D.B.4839, MEADOWCREEK T00 C o 3874 i J
LL. -
� � � � PG.390,398 �� / � I � nE sE TREES � .� \ �I S��LE4FAM. RES � � �
2 1 r \ I EXISTING MH TOY- RESIDENTIAL' / z E
l / NUNNALLY / / \ \\� \ I X�RWAI DEC WITH LACED
CED DB 448 35LOT �1 PLAT BA DONED ER W E
\ I �'� X
SINGLE FAM. RES \ EXISTING EASEMEN� A• \ \ I I ET RS TO B� o
JAMES A. & BARBARA B. /
II llll%� r / vv
\ / R4 RE
/ - EXISTING HOUSES \ �, TO BE VACATED AND V V I� 389.7
/ EXISTING SANITARY \
DB 466-r52 A \ U) w
-SO BE DEMOLISHED z
TYPICAL V / LOT Q \ SEWER TO BE \ V — / /
( \ DB 659-390 PLA \\ I — �/ z
/ REMOVED DECK - / W x w
_ J
• / / / - - --- LU W
Cr) \ VACATED
(TYPICAL)
LINES TO I \
` / �EXIS T FEDERAL A A � I � r EXISTING 6„
/ i BE V D (TYPICAL) DAM BREAK \ \
\ - I - REMOVED TYPICAL BE REPLACED Zg' FI
7 a EXISTINGTREES TO BE � � I � INUNDATION \ � \ \ I ` —
/ y -- — DECK U) o
/ (TYPICAL)
PER COUNTY GIS \ \ I II WITH NEW 8' SDR 1- n1 T
I ZONE _ \ \ T TMP -1 L
I - \ I 35 PVC SEWER
LTMPL6IA-3 TMP 61A 73 _ _ CITY OF CHARLO o
OCH YN HILL " � �" A - -
_ EXIST G I ME DOWCREEK T00 LLC / PARCEL A, PEN PARK W a
\ / / DEVELOPMENT GROUP I '` AN. SWR \ I �INGLE FAM. USE' PUBLIC GOLF COURSE
VACANT-RES-LAND \ )7-4 RESIDENTIAL
/TMP AO-'0 lB-000AO =_ l / R4 RESIDENTIAL I RIM MH=390.40' J DB 507-427, 432 PLAT
- - US 3487-145
LOCH NG HILL
Ll P LLC
/ DB 4839 390 / DROP INV. \ LOT 10 -
INV. IN-376.40' _ _ _ _ -
i 48-351 PLAT --
�b � I g�
/ L B. 44161, LG. 1PE7, 24 B �Ai y / / / / _ - - - - �I INV. OUT=376.30' . '_tv1H28A & 'WER, D 14 Js>.o RF p
/ ACSAOWN D AV
/i / \ A — O
/ �IYPSTREAM 1 I5.6�3' 384.E 04 c
°
----
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— --
•2
?1'382r �° `
' w �
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9 _
-- --- .- > - , _ �\ . - - —sr� - 1sv 2 Ln "UFO
JOB NO.
- -
_ CITY OWNERSHIP,. - sv 1
299.8\ oo _ — ae9 - � DEDICATION) a
- -- sv�/—sv� svo —sv� —so — OF SANITARY o
- - i — " (PLAT G'URRENTLY UN - FOR m / 112062
adD' sv n SEWER
0 ,
C0gN6N AREA al�� 4�i y ae°— ��' _ __ s`30
°•
--_
OPEN SPACE 2 / 9 _ads \av�� — 1
°
° ��FiERL�Y
e (53.5 M MH-389.85 , a -° ° ', � / /
fl i -
,
v� sv • ° ,° sv� a f�VO-5.5 4 XISTING•8" ! I 3836 SHEET NO. n
°
° v Q
D
j
sva es ve svo �"� 3 i 5 ' RIIW P Ny RE ZA
s
. \ \ 2 SM-9.5A w \ \ ell,
lo
SURFACE COURSE w \ Zk \I TH ()
\ MATCHLINE - SEE THIS SHEET \ O�ti..
6" COMPACTED AGGREGATE o�$ MI
\
\ w \ R kSCOTT R. LLINSZ
BASE COURSE, I/DOT //21A �`Di�i�ii�i ` pEN PARK LANE SAS% \., w \ \ �
w \ Np \ D ° - RTE \ z
\ 'q \ - ____ _81 w \ z�s z
0
\ w �' NAL
-0 Ic COMPACTED - w \ Sr0 gP
SUBGRADE \ \ \ \
/oTgsTF ASPHALT PAVING — DRIVEWAY DETAIL ° ICU
S\,�jNTgyR 117 \ \, NO SCALE II ry w q \ \
�Ghrf\ ,14A, j � �1/s/O \ \
I R 4 IY VO
°T \ \ I� II<✓ I F \ \ y< y \ \
a"
\ v\yV \ V 6 CONCRETE SIDEWALK" PER
\ w y\ BOA V LOCHLYN HILL PHASE IV'�FINA�, -°� � II \ V \ ��
y<y \ w zzz
/ \ \ O/N -,,.ROAD PLAN ° ll I °°�\ \ z
V a Ay tom_, 0 0 0 0 0
/ u
Vl � � y
\'1 \ _ LnN 27 z z
\ w >
F I Z o
\ \ TOP SIGN ° I w z o 0 0
DEC ro\ V I V A w o of of Of
0 I I m F-
a a a
\ \ I I IRF w z o 0 0
DECK / \ w \ - \ NO PARKING - 1 _" MATCHLINE - SEE THIS SHEET w \ 01 Ln Ln V)
SIGN ~ ce
% L °
RW,4\ WATER METER PER LOCHLYN L-L W
�� ��,
IIL���
IRF ° a � w \ \ PHASE IV FINAL ROAD PLAN
,% ', ,' /,', • �,,,� w \ w / OW DEDICATION AREA GRAPHIC SCALE \ R I
z PROPOSED WITH LOCHLYN HILL 20 0 10 20 40 80
//\' ' \ w\ h �� \ \ \ PHASE IV FINAL ROAD PLAN
LOT 22
w \ (3) EXISTING STREET_iREES TO I inch P20 ft.
STREET SIGN % ' IRF ` \ a \ o
/ _ �\ \' \ REMAIN PER PHASE IV FINAL ROAD o N N N
w \ PLAN
J N EXISTING 6' PLANTING STRIP WAS INCREASED P, o N N
\ / LOT 21 ° �'Q / S FR, \, TO 15.5' IN THIS LOCATION WITH LOCHLYN HILL
q w\ PHASE IV FINAL ROAD PLAN, TO ALLOW FOR
a
\ / Te\ THE (3) EXISTING STREET TREES TO REMAIN.
" w \ \. NEW SIDEWALK AND PLANTING STRIP WAS
BO�s/G \ w \\ \ INCLUDED IN ROW DEDICATION AREA.
4", ' �. / i %", LOT 20L9
Ilk
LOT 19
w \
o v (y)
LOT 18,
/
Z f 9 r/y
r \
�• d �Q- \ k /�Q % ITS /., Z� w N
S 7
O
v%��- A
VAR! WIDTH < >', / ,,-s �m �� o.�� ,�`� S' \ w � F 3/ IRF IRF o
'�'� LIMIT c� N
PRIVATE
LOT16 kFRo o z N w
�S��F z
SANITARY ESMT./ski tLOT1.5
��e��U�LD�vPROPOSED WITH / ,, ,! / s0 qc �/ o z W j J
C/)
LOCHLYN HILL EXISTING 20' PCSA SANITARY - �`,, 3� \ , / F�k % k M c � _ J � -
PHASE IV ROAD
SEWER EASEMENT CREATED ��� �' ,� �`_A�8��� / { skis /' w \ J Q
L 14 \� I
FLANS (TYP.) WITH LOCHLI N PHASES II & III �Fck'
M
LOT 2 SITE PLAN AMENDMENT #3 o, ;�P�C T°B� \/F,q �Z �� / / sX / LOT 13 .W w � W °
M
19, oF�k w w w a z W
/ v
jNFOBY
c�\F°q F I
DENSE TREESPROPOSED
T SIGNuj
3
VAR. WIDTH yo P� / _ �' A ZZ, sri ' / �''� w y\'
WY
DRAINAGE ESMT. /b sOFc W W \ �
/ NO PARKING ` ' \ \ k - _ 10' PRIVATE \ V
PF OPOSED WITH k� W W '_� ------ o. I 2 a- O
�, SIGN (TYP.) r� ,� - �@ ` ---- - �01
��,, r GARA�`E DRAINAG fSM I U _j >_
-- / LOCHLYN HILL F �� W PROPOSED WITH �.\ °
---- ' PHASE IV ROAD M 20' DRAINAGE � � /(TYP•) �� `� � _l
/ ,, 7S, LOCHLYN HILL BENCH MARK
a
PLANS (TYP.) LOT4 ESMT. PROPOSED s, I IRON ROD Y 2 W
D
° ` ----- ----- WITH LOCHLYN �, 1 PHASE IV ROAD \ ',
y .'� PLANS (TYP.) I I ELEV.=396.24 M z
HILL PHASE IV '—'
Y- ROAD PLANS LOT 12�HIL. RV
ONSTREET
( ' R W _ (TYP.) I PARKING
S4 / ) _ LOTS 3�'R _ - --- -- --- -_-11 I A18ROADMAINTAINSBVDOG-9------- (TYPICAL)
20 WIDE ACSA VDOT ...
,X,, SANITARY ESMT.
PROPOSED WITcG-2 cuRa ----- I
a i LOCHLYN�HILL / I
• • I
BUILDING AND FIRE/RESCUE NOTES: PHASE IVROAD I
w 1 I
i. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 3.PI�ANB (TYP.) 1985 MUST HAVE AN ASBESTOS \ I
z
U
U
w
Z �
LLJ
U
Z
w
Lu
OJ
z
o
J U
o
Jw
a
U
SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS `°� \ >' LOT 6 / I I LOT 11 I I I TOTALS: 16,404 14,106
REMOVAL PERMITS ARE REQUIRED IS POSITIVE FOR SUCH. CONTACT VDOLI FOR \ I
,�' � Total Lot Acrea e: 0.377
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. �' B O
_�---- --- - O o
z. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING I --- u
NIT�jR�' SEWER LATERAL PER LOCHLYN I _ _ NOTES: N
PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED _
HILL PHASE IV FINAL ROAD PLAN \ I I ' ------------------ — — — — — i. ALL ALLEYS SHALL BE OWNED AND MAINTAINED BY THE HOA. ALLEYS AND ROADWAYS w E
DESIGN ALSO. \ I W .I----- --� — _---- o w
\ _ AS SHOWN ON THIS SITE PLAN ARE A PART OF THE ROAD PLAN APPROVAL FOR U
3. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE I _____-- - ---- LOCHLYN HILL PHASE IV FINAL ROAD PLAN SDP-zoi9 0003z. �
MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. \ \' .li W - _' __---- z. SEE LANDSCAPING PLAN SHEET FOR STREET TREES AND LANDSCAPING PLAN. JOB NO
4. CONTRACTOR TO PERFORM A FIRE FLOW TEST ON AN ONSITE FIRE HYDRANTS TO ---- 3. THE GUEST PARKING SPACES ARE ACCOUNTED FOR IN THE TOTAL NUMBER OF 112062
CONFIRM THAT THE FIRE FLOW MEETS THE MINIMUM FLOW REQUIREMENTS. - /// ) ON STREET PARKING SPACES PROVIDED WITH THE LOCHLYN HILL PHASE IV FINAL ROAD
CONTRACTOR TO COORDINATE THE TESTING WITH THE FIRE DEPARTMENT FOR FINAL �'� iI 1 ; ; �� --- - PLAN SEE CALCULATIONS ON SHEET s. SCALE
\ 1 =20 ACCEPTANCE. \ „� I i 4. THE SUBDIVISION PLAT FOR THESE PROPOSED LOTS SHALL BE SUBMITTED PRIOR TO
5. PARALLEL PARKING DELINEATORS ARE FOR PLANNING PURPOSES ONLY, PARALLEL \ APPROVAL OF THIS PLAN. a
PARKING STRIPING SHALL NOT BE PAINTED ON ROADWAYS. \ I I i LOT 10 SHEET No. a
\ S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE
w.
LOT I I I I MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3 T
LOT
NUMBER
LOT
AREA (sf)
BUILDABLE
AREA (sf)
13
2,216
1,351
14
1,789
1,232
15
1,746
1,193
16
1,724
1,173
17
1,720
1,170
18
2,189
1,489
19
2,463
1,716
20
2,557
1,584
DRAINAGE DESCRIPTIONS
STR.
PIPE INFORMATION
INLET INFORMA110N
NO.
DIA.
(in.)
LENGTH*
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
SLOT
LENGTH
RIM*
ELEVATION
COMMENTS
210
1DI-3B
CG-6
4
410.56
VDOTSTD. IS-1 REQ'D
209
15
19.59
2.04%
405.96
405.56
1 RCP3
r PUBLIC GOLF COURSE
NOTES:
ANY TOWNHOUSE ROOF DRAINS SHALL TIE INTO THE STORM DRAINAGE PIPES
\ \ �10 -A PROPOSED UNDER THE LOCHLYN HILL PHASE IV FINAL ROAD PLANS SDP-2019-00032
\ \ A// yT� 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
zoa D13B CG-6 6 413.67 vooTsrD. Is-, REQ'D \ \ CITY OF CHARLOTTESVILLE FOR APPROVAL.
203 15 191.35 7.78% 404.88 390.00 RCP3
202 DI3B CG-6 8 395.80 VDOTSTD. I3-1 REQ'D \ \ \
201 15 26.84 2.42% 388.75 388.10 RCP3 w \
212 DI3B CG-6 10 395.41 VDOTSTD. IS-1 REQ'D \ \\\ \ GRAPHIC SCALE
211 15 23.02 2.82% 389.50 388.85 RCP3 ® \
230 • \ 20 10 20 40
240 DI-7 CG-6 - 420.73 VDOTSTD. IS-1 REQ'D
239 15 97.08 8.14% 416.00 408.10 RCP3 I F
w� '���/ A \ ( IN FEET
238 DI-7 CG-6 - 414.54 VDOTSTD. IS-1 REQ'D w \ �'9�L \ \ 1 inch 20 ft.
237 15 32.58 4.70% 408.00 406.47 RCP3
236 DI3B CG-6 8 413.62 VDOTSTD. IS-1 REQ'D \
235 15 147.98 2.89% 406.37 402.10 RCP3 ° w\\O�� �T \• \ STORM SEWER CHL L
234 DI313 CG-6 6 408.55 VDOTSTD. IS-1 REQ'D , /-�
\ w ,�Q6 \ \ PHASE IV FINAL ROA
w 233 15 68.85 2.29% 402.00 400.42 RCP3 A
o
224 DI-3B CG-6 10 409.72 VDOTSTD. IS-1 REQ'D 22$ / IRF °
4\� \
223 15 29.05 0.65°h 402.94 402.75 RCP3 - � i � 2 '
222 DI36 CG-6 8 410.18 VDOTSTD. IS-1 REQ'D ROW DEDICATION AREA
221 15 55.81 0.54% 402.65 402.35 RCP3
220STR MH-1 CG-6 - 412.00 VDOTSTD.IS-1 REQ'D �i' /.� � ���� w w \ -.\ ••\
PROPOSED WITH LOCHLYN HILL
219 15 57.70 3.17% 402.25 400.42 RCP3 \\ -\ PHASE IV FINAL ROAD PLAN
218 STIR ° DI-3B CG-6 6 406.74 VDOTSTD. IS-1 REQ'D LOT 22 , , \
217 15 44.09 2.99/0 400.32 399.00 RCP3 / ' I w w _
216 DI-3C CG-6 6 406.19 VDOTSTD. IS-1 REQ'D
215 15 55.83 3.13% 395.50 393.75 RCP3 i ' I / /
/ IRF w �\ \ -\ EXISTING 6' PLANTING STRIP WAS INCREASED
214 STIRDI-7CG-6- 398.02 VDOTSTD. IS-1 REQ'D ,'
213 15 88s5 2.82°io 389.26 386.78 RCP3 o \ \ \ \ TO 15.5' IN THIS LOCATION WITH LOCHLYN HILL
o.e o w
zaa D13B CG-6 6 390.80 VDOTSTD. IS-1 REQ'D / \ PHASE IV FINAL ROAD PLAN, TO ALLOW FOR
243 15 21.17 2.36% 386.83 385.33 RCP3 /*/ ,% LOT 21 / ,,226 °y,' ,a\4 °° \ w w\ pF \ THE 3 EXISTING STREET TREES TO REMAIN.
�Y ( )
242 DI313 CG-6 10 390.72 VDOTSTD. IS-1 REQ'D ,;%'\4srEv.$ \ w AqR� \- NEW SIDEWALK AND PLANTING STRIP WAS
241 15 29.54 2.47% 385.23 384.50 RCP3 / ; 41$ % \` H w \ qN \ \- INCLUDED IN ROW DEDICATION AREA.
232B DI-3B CG-6 10 427.31 VDOTSTD. IS-1 REQ'D�OT S�.
232A 15 28.34 1.09% 418.93 418.62 RCP3 / 'v i i i� / FF LOT
232 DI-3B CG-6 8 427.18 VDOTSTD. IS-1 REQ'D / / i ,�' �42 �� ' / ST '°a4�9. \ w \ P116 � q�fl/� O� � ` A 10' PRIVATE
231 15 241.22 3.13% 418.52 410.98 RCP3 Q ��/(
�41 3 -V v DRAINAGE ESMT.
230 DI-3B CG-6 8 420.28 VDOTSTD. IS-1 REQ'D �' ,' i i 3 / ,.
229 15 28.61 1.08% 410.88 410.57 RCP3 ;� �. y� ; /,' •�� F��� 3 ; ,' '419., w \ _ PROPOSED WITH
228 DI3B CG-6 8 420.28 VDOTSTD. IS-1 REQ'D Zj6 r ' / G ���
227 15 32.84 1.13% 410.47 410.10 RCP3 / i' ; �R•4,Z333 /. , '/e ;QP �.. .IR w w \ \ �_ PHASE
HILL
226 DI-3B CG-6 4 419.40 VDOTSTD. IS-1 REQ'D / /i / �.�, / ,' i / / - \ w Q PHASE IV ROAD
225 15 93.95 1.06% 410.00 409.00 RCP3 W �. W '` /i % / /' AN
'`FF. �� 419. \ w, hc� w �A A� PL (TYP.)
214 YD D YARD INLET CG-6 18" 400.00 VDOT STD. IS-1 REQ'D \ �, y' �, / \ i i / ,' '7• �Sh .31 T • ° ' w
YD D-C 12 52.50 1.90% 396.50 395.50 HDPE i 9�u / C "4 `tip \ F IRF IRF
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BENCH MARK J
STORM SEWER EASEMEN IRON ROD z � Q
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SHEET NO. a
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ill} ,I III �' ��'_.�. _.. 1 396--------- ----- ----- •. •-}
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 lS
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 SECT70NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES
SHALL CONFORM TO VDOT STANDARD III
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 VOOT 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, H, OR Ill 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 ROADWAYS 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
1. 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 (VDOT). 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 J. 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 W.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCT70N 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.
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 & 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 ATTHE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING
ELIGIBLE FOR STATE MAINTENANCE.
INSPECTIONS NOTES
1. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 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 123 EXIT)
AM PEAK: 4 VPH (1 ENTER / 3 EXIT)
PM PEAK: 4 VPH (3 ENTER 11 EXIT)
CG-AO w1OrH OF
A-OLI rI
WIDTH OF ENTRANCE C LOUTS OF PEOESTPoAN ® _ _ _ _W' ® LIMITS W PEDESTRIAN
�•
EXPMSION JOIN 55 RWTE - ACCESS RWTE
N]N-iMVQiS/9LE
I. TIR REM WAY BE PRECAST OR CAST
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N PLACE
2. CONCIER TO WE GLASS AJ F CAST N RACE,
\
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1 4.
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SIDEWALK OR SIDEWKK SPACE C w 'WD'_ O✓,
J. CLEB3 HAVING A RADIUS OF 300 FEET OR L65
F.--,1 T R
CUB INCLUDED IN
NE PAGE
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F:!p . ! p
ENTRANCE WDiH ADNTIUNµ Rpli-OF-WAY S EO EO IF THE LIMITS 1,-],.
TIRSTRWN
MOON A O THE VOOT ROAD DESIGN MAMA.
N THE SECTION ON OS URBAN STA41DMDS.
0 ,
DES IRABLE MINIMUM V O K-CESS RWTE ENTEND BEYOND EXBTNG
EXPANSION ANT ABSOLUTE MINI" tY DR PROPOSED VO°T RCHT-OF W Y 15,
1
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BASE
EDGE OF PAVEMENT
® PEDESTRIAN ROUTES PROVIDE A CONTMWUS
D. ANDSLIP RESISTANT
LINDE) GTED. STMIE, FIRM
neee
A� PATH CONMECTNG µIL ACLE5510_E EIENEMS OF A
& V THAT CAM BE IPPROµHEO, ENTERED AND
CA
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M EDE e.
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ASf
N ACCESS ROUTES ®ARE ONG a •' •'• . e.
S HOUTTRAVES N
E 6 PVIDED.
A M UAUfiMACCE
PROVIDEO,A WTI IS
REARED WITH A MM. ON CROSS SLOPE. SECTION B-B
WHEN USED IN CDHURANCTON WITH STANDARD
CG-S OR CG-0, THE CURB FAZE ON THIS 2'-0„
STANDARD 5 TO BE AB.OSTED TO MATCH ICI
THE MOUNTABLE CURB CONFIGURATION
t
om' '
MANED SIOWM_K BPACE PMIODLIC
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DOBASE
SECTION C-C
GATE VASE OASs Al (N.Es.I tONL.
TYPEE ISM 151
T 2E ZB "p•�I,
&
5'-0- 5'-O' ®PoINT OF OiILf CHARGE I
MAIL
12X $LOPE
FOR CARS AND GUTTER OH.Y RX
% r 13 X MN2M.M BOREASE N SLOE AT FWiMUN 10' INTERVALS
F x TT
BNLT CONWRRENILT %Y Y J X MAXIMUM DECEASE IN SLOE FOR FIRST W INTERVµ AND
;iz
ACCEPTABLE ALTERNATIVE
R X MIJNIW DECREASE FOR SUCCEEDING MINIMUM D' NTBRYµs
SECTION A -A
IF CURB IS EXTRUDED
SECTION D-D
`VAT
STANDARD ENTRANCE GUTTER
SREFERENLEN
�FE�REAKE
STANDARD
II
6 CURB
`Vi
RDAs AND BRIDGE STANDARDS
VIRGINIA OEPAiINENT O TRANSPORTATION
VIRNNA OEPMTAENT OF iRNbPoRIATIOY
ROM AND BRIDGE STMDMDS
302
%D
WR
SHEET 1 O t
EVISgN DATE
0]/15
PEVOOX DATE
SHE 1 O 1
MS.OS
IIDL01
T/A DAI,
` "^PAPRESSON r 3/{" MALE PIPE CWIPLIN
PMD EQUAL
\
/ FDA USE ON ATTACfiED SINGLE FAMILY
RESIDENTIAL ERMDES OR DUAL REsm[xnaL
1"p"r1" TEE
� ANDSEN
AND IPRICAPON ON SERNCES.
0S mnGS
xMFATED N
2,
DUAL SERVICE
R
IT COMPRESSION r 3/4' MALE PIPE COUI
M APPROVED EQUAL
I' TYPE'K
SOT COPPER
FOR USE ON DETACHED RINCIE FAMILY
RESICENTAL SERNCE WERE AN IRRIGATION
MEFR IS NOT PROVIOEO,
SINGLE SERVICE
NOTE:
I) SADDLES SHALL BE USED ON PVC PIPE.
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-6A
COVER LIFT NOTCH
14 1/2'
3/8 "
12 1/2" 2
WATER
CAST IRON LID
16" METER BOX
,ry
,�ti• � N.I1
tia
IS
6" EXTENSION
6" }I
n✓PIP/E SLOT
(2 PLACES)
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE BD FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-l" METERS)
NTS
FIG. W-7
TD-13
SURFACE COURSff_�j
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
INTERMEDIATE COURSE
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6"-*8" COMPACTED AGGREGATE
,• �•i\• �•i\• �•i\• �•i ,1-V BASE COURSE,• • #:k�u\W-F��ib\•-F��ib\W-F��ib\•�F�A�W�
OR #21B DEPENDING ON
ULTIMATE TRAFFIC LIMITS
AND UNDERDRAINSn
COMPACTED
SUBGRADE
ASPHALT
NO SCALE
PRIVATE ACCESS PRIVATE ACCESS
EASEMENT C/L POINTOF EASEMENT
FINISHED GRADE
a.5"SM9.5SURFACE
EXIST. GROUND 3.1 `p�- ��� °j.A EXIST. GR
v w ° ° 8S RR °
CG-z CG-z
8"zv1 BASE
EXIST. GROUND EXIST. GROUND
To'
�3
TYPICAL PRIVA77E ALLATY SECTION
DESIGN SPITED LI2fIT 20mph
NOT TO SCALE
TOP
OF 4"
2" R
CURB
6"
d 4
13" q 7'
44
6" I
CO-B
NOTESI
E TNS RFII MAY BE PRECAST OR CAST N PLACE
2. CONCRETE TO BE CLASS M F CAST N PEACE.
4DUU P51 R PRECAST.
]. COBNUXTION CUB M OUTER HAVING A RADIUS
OF No FEET OR LESS (ALONG FACE OF NBI
SWILL BE PM FOR AS RMNL WMBNATON
CUB G OUTER.
4. FOR USE WITH STA91liID CiEN-CRA DRAINAGE
LAM, THIS BOTTOM O THE GOS 4 GLITTER
au� BE COtBTAUCiFD PMNEFL TO TIE SLOPE
OF BU®AA N COSES NB TO THE DEPTH CP
THE PAVEMENT.
S. ALLOWABLE OEFETBA FOR TILE 115E O CG-B
IS BASED ONFOMERWAY 0.MSFIOATION AMID
R DESIGNSPEED
DE'SIGGNN M SHIDAIN N THE SECTION
w GS URBAN STMDNAS.
A
BE COMBEEIT
THE1R/CIO
E`er COMBINATION 6" CURB AND GUTTER IROAD MD`BRDO ST HOARDS
tl5 EWSgN DATE
SOX VIRGINIA O MTMEM OF TRANSPORTATION
SEWER SERVICE LATERAL CONNECTION NOTES:
i. 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 0.9' 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. MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND
2 X 4
MARKER
PLUG END OF
MAIN LINEi i
SECTION SERVICE LATERAL
LINE WYE-TEE
PLAN
VARIES
E
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TO-33
8"MIN
SPRING UNE
OF PIPE
NO. 68 STONE
24
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INTIAL BACKFILL°
(6" LIFTS)
+ THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" mq%
4" min
-FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
,CONDITIONS ARE UNSTABLE
NOTE :
1.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
NTS
FIG. S-3
TD-34
-I' 6„ 2'
STANDARD Cl
CURB & GUTTER
NO SCALE
VDOT #21-A STONE BASE
UNDER CURB & CHECKED
BY VDOT PRIOR TO PAVING
AND/OR BACKFILLING.
(5' MIN.)
IT
4" CONIC.�
• --
N`- 4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
•
®a
:
6» Min �oCaOq°�P�o O
VDOT #21-A
STONE BASE
UNDER CURB.
1' 6»
STANDARD CG-2
NO SCALE
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
24' IN INITIAL BACKFILLU�68
MIN MIN. BEDDING
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
U
INITIAL BACKFILL
#68 STONE
LAR FILL AS
LOVED BY ACSA % 'r
Z STABLE SOIL OR ROCK 1
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO 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
TD-2
No. 35791
2/8/22 k4
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Landscape Notes
1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS 0
CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION.
2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION
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
ON —SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR
3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION
ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL
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.
4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA
SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED
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 ARCHITEC
AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTIN
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.
8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING.
9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO
2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTI
BEDS. MULCH TO BE DOUBLE —SHREDDED HARDWOOD.
10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE
LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING.
11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOA.
D
TREE CANOPY CALCULATIONS:
NOTE: STREET TREES PROVIDED 40' O.C. AND 5'-10'
FROM PROPOSED UTILITIES. THOSE TREES NOT
TOTAL PROJECT SITE AREA 0.377 AC
HIGHLIGHTED ARE LOCATED ON PRIVATE LOTS. ANY
DWELLING UNITS 8 TOWNHOUSE UNITS
TREES PROPOSED ON THE PRIVATE LOTS WILL BE
NOTE: DENSITY OF io DWELLING UNITS OR LESS PER ACRE REQUIRES A MINIMUM
CONTAINED WITHIN A LANDSCAPING ACCESS
OF 2o%TREE CANOPY
EASEMENT TO THE HOA.
o
TOTAL SITE AREA 16,404 SF
Q NOTE: INDIVIDUAL LOT PLANTING REQUIREMENTS
PER THE LANDSCAPE STANDARDS FOUND WITHIN
TOTAL TREE CANOPY REQUIRED 20%x -6,404 SF = 3,281 SF
THE LOCHLYN HILL CODE OF DEVELOPMENT WILL BE
REVIEWED BY THE COUNTY FOR QUANTITY ONLY.
TOTAL TREE CANOPY PROPOSED ON SITE = 5,353 SF
VERTIFICATION WILL OCCUR AT THE ISSUANCE OF
THE CERTIFICATE OF OCCUPANCY BY THE ZONING
Plant Legend
ADMINISTRATOR.
PLANT LIST
SYMBOL
BOTANICAL NAME
COMMON NAME
SIZE
CANOPY
QUANTITY
TOTAL CANOPY
CANOPY TREES
AR
ACER RUBRUM OCTOBER GLORY
OCTOBER GLORY RED MAPLE
2 - 21/2" cal.
452
2
904
BN
BETULA NIGRA
RIVER BIRCH
2- 2112" cal.
397
4
1588
OR
QUERCUS RUBRA
RED OAK
2 - 21/2" cal.
424
2
848
EXISTING TREES TO REMAIN
MAPLE (YELLOW)
16", 24", 24"
VAR.
3
2013
TOTAL:
5353
Planting Notes
NG 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES
EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION
OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO
FAILURE TO GIVE SUCH NOTIFICATION.
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
SEEDED PER SPECIFICATIONS.
Tree Planting and Staking Detail
Not To Scale
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
FINISHED GRADE
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
D
County of Albemarle
Coreesvabon Plan Checklist -To be placed on Landscape Plans I F ° ---
(Handbook, pp lfi-284-111-297 foc complete apeufie fions) °
1 me ronowmeltemr anau na anown on me alas:
El Teeestobesaved; ° " W� / ✓l
1
® ¢ofclemr (outardeddphneof¢emtobesavad), ® Lrm io PROP�OSgfJ L SCAP
Location and type ofpmtecnve fmang; h, O
Evergreen Tree Planting Detail
Not To Scale
TREES UP TO 4" CAL. SHALL BE STAKED
WITH 2-2"x2" HARDWOOD STAKES.
TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED TWISTED
AND TURNBUCKLES. LOOP HOSE AROUND
TRUNK. FLAG WIRES WITH COURVEY TAPE.
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
No. 35791 n
2/8/22
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GRAPHIC SCALE
20 40 80
® Grade changes requinrg ¢ce wells orwalls; v
Proposed¢mah gmNm gbyondNelmtaofale g �� �To ACCESS AND MAINTEN CE ('" FEET' >
1 inch = 20 ft.
2. ( 6 0 EASEMENT (T . 1
AU m al sh ¢ees be savatl be marked with poor mnonbbat a hmght cleady visible m equipmev[ opaamrs. a / h'
® V o grading shall beginuroil the tree rnarkir,g has bem inspected mrd approves by a County Inspector. / � �\���
FJ
R3. Paranmartfancanraeme: , °
Treent Operation
and Storage measures snap be reviewed wiN Ne con¢anm on site. ;' / IRE ; °° . W \ \T STREET TREES SHOWN FOR REFERENCE
4. Eeulomem OnemRan and Storage, , / �
Heavy aryipmmt, veNcWar¢affcand atmage ofconatructimmaterislsincluding soil ahsil not bepemdtted wiNin the dripkncsof¢eee / k, - \ PROPOSED ROW DEDICATION AREA PURPOSES ONLY. STREET TREE
to be saved.
S. Sall Erosion and Ste mwaUr Detention Devlees: ,' / /w LOCATIONS/SPECIES REVIEWED/APPROVED
® St:ch devices shall mt adversely atrett tress O be saves.
Z 6. Fires: WITH ROAD PLAN APPLICATION SUB202000133
' / / \�� \%
G.J Firuv vevot pumitted wifiin 1pd feet oftM dripline of ¢xea to ba saved. � •
). I..kslateriulee LOT 22 / /'� � is'PROPOSED \\\ , \ w \' ' \ 3 EXISTING STREET
®Tnuanat �aa�net oawh ldttfeteft dap aeft�atebaaad / LANDSCAPING Q ( )
W TREES TO REMAIN
/ �\
B. Pratectrve Fennne: ` � - •
0 Trees to be retained witltin 40 fat ofaproposed building or grading acLvityshall be protectW by fencing / W
0 Fmoing shall be m p]ace aM shall be ir�apstad and approved by a County Irrspatarpnm to gmdir:g m mnstruc¢on. / I R / ACCESS AND Y
MAINTENANCE-
a
9. Tree We1R: /'
® \Nbondta gbo aosrval mull be raided within the dnphne ofatrea to ba saved atree wad shop ba provided soda mr,strucnon detail / / /�� \ '-\ •'\
anbnnned lbr appr°°� % EASEMENT (TYP/.) a 'z ° W -�
10El Wellr: ' / '' ' ° % Q �\ EXISTING 6' PLANTING STRIP WAS INCREASED
LOT 21 W \
® Whcntho gmwdlevel moat belowered witlilv the dripliveetreeto be my i,atree wall shall ba pmvided; endacanawenov detail / , , j ° �
acingan Iunrmval.'' �� TO 15.5' IN THIS LOCATION WITH LOCHLYN HILL
11. Trenching a T N / % , /•
° Wli�� g �es�; � a �imtofe;eafi�itsMl e �pwfu yfrm tr Hof ees ��mblo Wg _ / W A PHASE IV FINAL ROAD PLAN, TO ALLOW FOR
e49'561 12. ® trvefm ngahaibah�laatitmwramoveddm�hafin des p / "�� 2) BN -e o)s W \ THE (3) EXISTING STREET TREES TO REMAIN.
481 13. DamaeedTra: _ _ _ / ! = ( \ NEW SIDEWALK AND PLANTING STRIP WAS
NOTE ITIST F,DE ELOP R' RESPONSIBILTYTOE OM RW NTHE ONTRACCORObNTREEECONSERVATION 4o' LANDSCAPING ``'� LOT 20 ) AR % S 62n �� -,\ INCLUDED IN ROW DEDICATION AREA.
/ �I/'<AAv z
REQUIREMENTS. % vi °
/ ACCESS AND
w (. 10/11/20
OWMAINTENANCE LOT 9 6 F \ \
NER (DATE) SIGNATO ;' EASEMEN
/� I / / ° A�O ) W N° \ \ -
,T Q-
CONTRACTPURCHASERSIGNATURE (DATE) �� ' /_ 1 / O
s11/mPmeIoft ':�
/ \
./ //, � ) ,
W ��.y � \`�L�\ Ji .y W y /'�� � / T ZS / (1 ) W \ W W W \ •
/ ; ��� �, i S
V.o. LOT 17
F IRE IRE
AR LOT 16 \
% LOT 1'2) BN
1 / ,
/ LOT 14
I
6' PLANTING STRIP l l 52'X5'
LANDSCAPING
�l ! LOT13
LOT 2 ACCESS AND
\ I
/ MAINTENANCE
/ co r ,4 v
EASEMENT N /` �__
OT3
B
' 6' PLANTING STRIP
/ --
/
----' / _ i5' LANDSCAPIN //�v ,,� — �,� �01
ACCESS AHD ; v
_ �•al
EN - — BE
MARK
w
----=—MNC E ,�
LOT4 /
IRON ROD
------- EASEMENT
- 3 ELEV. —396 24'
_ _� vv LOT 12 � �� °�°�
YI�.,HILL�RI� _ _ � / ' � � /� /" �''�- �� I � PROPOSED STREET
/ ___ --
/ vi_ --
_ LOTS '
BROAD MAINTAIN D�&1 VD6T— � _ _ _ __------- —
I TREES (TYP CAL)
° �/ �--- _ _.......... FROM PHASE IV
��I
------ ----- -- -- ROAD PANS
1 ANDSCAPING
ACCE,$5�AND V vl ------ --------
�I
l
MAINTENANCE
a
x /EASEMENT
Ji Ji • / , / W I I I Cb
6' PLANTING STIR >/ LOT 6 LOT 11 o
i
vL ILI JP + sY vY sl/ 14,
W \I/ y/ � � � / i____ I CST
�I J/ 14, vY vY \1/ Ji J/ vLI _
� , —PROPOSED STREET I_ —_ _
—
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