HomeMy WebLinkAboutSDP202000053 Plan - Revision 2022-02-15GENERAL 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 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) 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 2590) = 1.125 AC
TOTAL OPEN SPACE PROPOSED: = 1.178 ACRES (26.27)
OPEN SPACE TO BE OWNED AND MAINTAINED BY 774E 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 WIN 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 PROPERLY. 4 SMALL AREAS OF
MANAGED SLOPES ARE LOCATED ON 77-IE 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 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.
AGRICUL77✓RALI 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 PROPER77ES CURRENTLY HAVE SINGLE FAMILY DETACHED HOUSES ON MOST OF THE EXISTING LOTS.
774ERE 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
PROVDED 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 PROPER77ES OR WITHIN THE LIMITS OF THIS PROJECT AREA.
FLOODPLAIN:
THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAPJ/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: 40,486 SF
OPEN SPACE.•
OPEN SPACE AREA (AREAS B, C, D, & E): 10,829 SF (0.249 AC) - 21.1%
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 07 OF THE OPEN SPACE IS LOCATED WITHIN THE LIMITS OF A FLOODPLAIN, WPO BUFFER, CRI77CAL OR
PRESERVED SLOPES, OR STORMWA7ER 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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RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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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.
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386
123 122 121 120
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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. 0(7LLINS'Z
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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
EXIS77NG 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
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
_ _ _ _ _
CLEARING LIMITS
T
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 DEN07ES TOP OF BOX
4PPROVAL:
%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
OPEN SPACE B = 0.080 AC ��8���
v IR v v O V OPEN SPACE A = 0.929 AC ��ssiONat Eg��
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-v v — � ° A\ V � OPEN SPACE C = 0:05656 AC
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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SINGLE FAM. RES. ' / TM 61 A-4
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DB 440 532 -4 RESIDENTIAL o icq \ D.I. waTERUN — -
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1' 32.67' EXISTING 6' PLANTING STRIP WAS INCREA D ::_ . oo6oACRf3 - W
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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
v w
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
\ -
- - E EAST w R +D - so3 (PLAr) l
PEN LANE , , \ / / TH OF
1481 NOTES:
c,
1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED
- 442 ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. SCOTT R. LLINS Z
° �4462 V / ( / 2. TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, FIELD
N F 4233 \ yy / L5 No. 35791
' COLLECTED IN NOVEMBER, 2018. THE BOUNDARY LINE INFORMATION
EXISTING 18" DI 1 IS PROVIDED BY KIRK HUGHES & ASSOCIATES. TOPOGRAPHY HAS
i
P + RWSA WATERLINE \ / I \ / _ - BEEN FIELD VERIFIED IN JANUARY 2019.
IRK ° i N // ��+I EXISTING qER X v v v v 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY.
METER ( SITE - THE MANAGED STEEP SLOPES ARE LABELED.
423.4 TO REM ) k \ / 4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY.
_ ° I TYP 61AO-06-1A-00100 / / 5. AN EXISTING PRIVATE WELL EXISTS WITHIN THE PARCEL BOUNDARY.
HAIGHT, MICHAEL ROBERT & Yy / ° /\ \ THE WELL SHALL BE REMOVED PROPERLY BY A LICENSED WELL
° I I COLLEEN PATRICIA GILLIS /� ° k V A A� \ - - // - - ! DRILLER AND WILL REQUIRE PERMITTING BY THE
1 ZONING: R-4 1 \ ° / \ �rMP 48B-1 / CHARLOTTESVILLE/ALBEMARLE HEALTH DEPARTMENT.
° I USE: SFD UNIT RF _ v
CIrY OF CHARL07rESKlLLE \
D.B. 45119 PG673 �' I � EX1, ING 1
1 - ACS WATER L PARCEL A, PE_"RK _
�44 _ _ - S A i �� TDB 507-427, 432 PLC l -
- ° ° 1 a 1 - " — \ I �T76 \ \ i PUBLIC GOLF COURSE \ _ / I ' - _ _ i
�- 6.. A \ J m m cn
02—_ Q �� / z z z
DENSE TREES �� 7�79' V _ �ocylYN rO Q z
2 V A �NF NEE/ EXISTI A - - - 0 zz
a4s.s - - IMP 61A0-06-lA-00200 I \ METER OF TE , \
- I INGRESS & EGR SS V A ( TA _ -/ a u� 0 0 0
- EARL CHANDLER PARKER TO REMAIN v -
EASEMENT D.B. 59 \ V ) \
V LINDA MARIE PARKER / 1 PG.387,390 IRF - - - w m z z z
r ZONING. R 4 / V R \ A_ �� o 0 0 0
1 Q A / / EXISTI �REELINE
USE SFD UNIT - - V A w -- z v U u
C% i 41s \ - L? / 0 a W 2
D.B. 4819, PG739— EXISTING WATE(�Ln
- - // rMP 61A 4 TER TO REMAIN
a - - JA ES A. &BARBARA B. /I ND SERVE LOT / rA w z w w w
4 - i I Vl in in cn
- > > >
NUNNALLY ..
SINGLE FAY. RES. TMP 61A-4 I 1, F 419.2 AF2 0 \\
r R-4 RESIDENTIAL ) �'\
• 1 r� JAMES A. &BARBARA B. � .. �p EXISTING WATER � W
3 / v I DB 440 532 DEC / NUNNALLY - epic � '
\ IMP 61A0 06 lA 00300- RwA L LOT / � 7 p 9r q \ METER T6 BE I w/
— _ 1 SINGLE FAY. RES. � / 4/ AAa row ABANDONED li
Z HENRY-C-CHAIKLIN & \ DB 44 5 SAX / R-4 RESIDENT/AL TMP 61A-6 pis p6 �Ty i
KATHERINE LOUISE PECK �> R L / OB 440-532 \\ SJ /JEX
1 1- fr`
n / MEADOWCREEK 700 LLC �5 c h
ZONING. R-4 WzdLL LOT 1 a SINGLE FAM RES. ° IV AarF METE TING WATE
\ R L2 METER RV REMAIN / GRAPHIC SCALE
Ii 1 USE: SFD UNIT I � " "1 � "� � DB 448-351 PLAT �, ,4- RESIDENTIAL � 418
�f AND SERVE LDS 20 _
D.B. 4794, PG. 131 T I f DB 3 -145 / %fi \ EXISTING FIRE I 30 0 is 30 60 120
_ - / LOT S
- / l / / EXISTING MANAGED - EXISTING 18" DI
/ 1 DB 448-351 LAT A HYDRANT TO
\ - - -434 / 1 SLOPES TMREL 7 \ REMAIN RWSA WATERLINE
CLEAN �� WCREEK 7t�C1 LC � �y \ (IN FEET )
l OUT i EXISTING ATER
' � �7N'6 FAY. RES. A- �
_ rMP cli
61A0-OU 7A-00400 -4� SIDEN IAL !R METER T REMAIN inch = 30 f N
00
MICHAEE CORBETT I \ �� 487-145 ° -,� 41 .8 � AND VE-COT 17 EXISTING WATER rl o N N
_ 1
I L- 4� - METERS TO REMAIN
ZONING: R-4 BOUNDARY LINE / �� r / DB 448-351 �/ rMP 61 AND SERVE LOTS 15
DOWCREEK TOO LLB & 14
A D.B.ESFD UNIT 4854, P� 56 4L�D ADJUSTMENT TO_ -' {' 43 KEIK� Z / SINGLE FAM. RES. q _ -
S N R-4 RESIDE L
- - PROPERTY 49 56 60 ) 3487 {§ IR 3 EXISTING TREES
1 17_.042 �0 „
= 5 48'� ^ , �Q L <A �• - - TO BE SAVED EXISTING WATER
e __
- DB 448-351 T 6?'77, -__ METER TO REMAIN i
1 l� l 1 �� l0 {M AND SERVE LOT 13 of
- -� 14, »', N 2 4 g
rJ 14' W N 8857 .77 � 3 � �/ �� �� ! �� T�7�, h 17.3 0 ti
`Q OWCREEK C EXISTING 10" DI
N 11 15 / / - LE FAM. R ACSA WATERLONE
TMP 61A0-06-1A-00500 M
° I7.00' IRF X-1 �ECK / -- �' /
HOLLY NELSON DAIS R48� 1 5 � �
ZONING: R-4 / a I kk EXISTING W TE N
USE: SFD UNIT cam i TMP 0
0 _
e �� / B 448 357 �/ y F RF IRF METER TO B �
D.B. 4737, PG.581 x % � l _ - MEADOWCRE i ABANDONE m o M
SINGLE FAY. RES
EXISTING WELL & 424. _ -4 RFVn lAL
-- / ��� D 48- _ / / / oo i1
-� - / of N
3 ',: . • \ _ � - - PUMP HOUSE TO BE i
REMOVED »v up( vJ A . DECK DB 448-351I' / / a z >
I
I
Nse � _ ly
/ DECK Q, ..
6
/ RIM MH=405.35' �� MCA �/ / �- _ / h / / z N W
TMP 61A0 06-1A-00600 �
� 4'4� Rw � \ _ � � � � EXISTING 2" ACSA / I I E � / "
I / IN IN 8, DIP=400.1' s \ _ - - __ _ DENS O s
_ WATER MAIN & / Q
VAN DER KOORT 7HOMAS L JR / l � - _ Q
BE INV. I 8" TAP W-398.5' \' - - - /
/ EXISTINGOHE / / / TMP RSS SERVING
\ l ZONING: R-4 / o , I OU 8 TCP=398.2' T v METERS SE / > Z °
/ \
OR JOAN L HORN v
I V � / � POWER LINES TO �� � � � � �
USE SFD UNIT REMOVED / V / , �3 TO BE / / / J °
/ / 1 - - ABANDONED DECK / 5b1
ap \ I D.B. 4619, PG.485 105'f TO / �V / DE �' /7 J Q W
cN �� �� 4 TMP 61A 3B �, /7 / BENCH MARK J
- - - / INV./IN 3" CIP NW -392�8 JAM[
A & B4RSARA \� _ - - v / NON, - —
4 EXI G / INV. INV3 IN I8" TCP=393� 8' NUNNALv \\ / -TMP 61A 11 v
�o�N_ 3
\ / _ Q' SINGLE FAM. RES - V DEC MEADOWCREEK TOO-LLC __ - - - - A _ / ELEjV.=396.24' L L �� a
HOUSES TO BE INV. TOUT 8 TCP=390.7 - , _ /
- - U M� R4 RESIDLENT14L \ \ SINGLE FAY, RES. / / i
V j / DE OLISHED /
(T'TICAL) / DB 066352 / \\ / R-4 RESIDENT/AL / /
/ / DB 3487-145 /
DB 659-390 �ttA7 - moo. \ \ \ V _ LOT 8 4035 - I /
/P \L9 LU
BB�44�351 01.7�_ /-- b 3
AlL TO B GCATED PER / A V 1 I INV. IN 4" PVC NE =398.8'
/ A h EXISTING _ l / 388.3 E Q o
\ EXISTING 8" DI R� 2
ASEMENT _
\I \ WATERLINE 5QG19 �T / 416s/� SPAk3 \\V ��V DGYMP�LAISLH�D II X INV. 1"TIP�NW U8` -
/ hao / I �- A
z
/ o / �\ \ ! �\ \ I " P,or MEADOWCREEK 700 Os �o /l 38Z7 w U _j 0 m
•°°° / INGRESS & EGRESS � ( I � I TMP 61A- 2 � °
4 v e (TYPICAL)
/ \ \ \ \ — LLC / o / 38Z4 I--1
/ M EASEMENT D.B.4839, M /I s \ _ A o
/K F - I SINGLE FAM. RES. _ U
L vv�
2 �4y' / i PG.390,398 / \ �y G� �\ \ \ �m I o I / \
I DE/NSF TREES I EXISTING MH TOYDB 3487-145 °
V 4 RESIDENTIAL °
II / / - -� - - .: / TUP NUNNALLYA / \ \ I x RWAI WITH MH REPLACED L07 70 ��:, ro i m BA RS TO B ER E
JAMES A. &BARBARA B. BE �E IS NG WA, Lij
\ / \ \ \ I I DEC ro ET RS TO BE Z
i V DB 448-351 P A7 0, _ - °
/ / SINGLE FAY. RES I VA, EXISTINGF.ASEMENT V - V I _ _x � 888 D o
R4 RESIDENTIAL TO BE VACATED -AND ' �- II I _ 389.1 I Z
EXISTING HOUSES I \
�O BE DEMOLISHED DB 466T52 EXISTING SANITARY \ \ I I I
(TYPICAL LOT 0
DB 659 390PLA l II REMOVED SEWER TO BE �V A\� ��� D - ��-- - - / U f--I z
p -- - - - � � _ - I I 38Z3
/b L / �EXISTC TPARCEL LINES TO I \\ III IX /t, // LU O LU z
�i / EXISGINGGREES TO BE D TYPICAL FEDERAL \ Y EXISTING 6" J
\ i / / / / / BE V (TYPICAL) DAM BREAK \ \ \ \ SEWED LINE TOLOT �9, FI -EIG I o
\ 7 /INUNDATION \ o
v / I CBE REPLACED DErK
/ REMOVED (TYPICAL) \ I ZONE \ I WITH NEW 8" SDR -r a o
(PER COUNTY GIS)Typ A A\ I 11 35PVC SEWER / T
i
TMP 61A 3 ' \i � \ \ I TMP 61A-13_ _ _I _ _ ° / CITY OF CHARLO 1 o
LOCHLYN HILL ` 1 EXISTIN, V AI ME.DOWCREEK TOO LLC PARCEL A, PEN PARK W a
/ - / I _ l / / DEVELOPMENT GROUP AN SW� \ �INGCE FAY. RES, - - USE. PUBLIC GOLF COURSE
/ - \ ) -4 RESIDENTIAL
/ / / ��'��EN� DB 507-427, 432 PLAT
/ LOMP AO-06� 1B-000AO �_ R4 RESIDENTIAL I RIM MH=390.40 _ _ x
CH N HILL/DEIELOPMENT/ / l / DB 4839 390 / - - IDB 3487-145
/ G UP LLC I� INV. IN=376.40' _ _ A LOT 10 - Q
Rb / \ DROP INV. IN=382.40' \ D 448-351 PLAT
y%LL
i I
/ LO YA -0PEN SPACE 1B A c J i // / / / I \ _ _ -ACSA OWN
/ / \ INV. OUT=376.30 SANITARY SEWER I C
/ B. 44� PG. 197, 243 LAr)/ // / / / ---- I
/ / / / / \ \ - - -X MH28A & \ — RF
_� I - - - — `� UPSTREAM — a 115:65 ° 3e4.1 N C
LU
/ / i _ /
— 1 ------ . • -<
' Y 11 a °
a
/ / / 0 —see
/ // a �
-� "86`
JOB NO.
4' s.
CITY OWNERS FOR DEDICATION)
® y _ - - • -OF SANITARY
/ — s� / _ _ PLgT ti'URRENTLY UN
° °� 112062 0
/ / � / / — � - e - � / a• sd� — � -- � - -i SEWER BEGINS
— — — COIYFIVI V N ARJFA Llllll/ :; 41/� .;' /i \ ur-g�yy�I_ _ _. — SCALE °
e
- "OPEN SPACE 2 / i \ sv� ems" �--- � -(53.5 ) M MH-a89.85'
I, s
14
XISTING 8" 2 1 F SHEET NO. a
— — — — PVC AN. SWR
' lW R N RE 2A
jis
0
W
� � O
2 SM-9.5A W \ W \ k
G� SURFACE COURSE°TH
\ MATCHLINE - SEE THIS SHEET \ a
102m
--- w\ p / F7q p// w kSCOTT R. LLINS Z
w \ \ ® \ 6" COMPACTED AGGREGATE �i/ _ P�/V /I q
BASE COURSE, VDOT //21A \ \��s'/�// \ yE EAC/ \w w \ \ L� No. 35791 ,n
w v \ /li,oq 2/8/22
47
\ \ COCyCJ� TO SOBGRADED \` ° ---a �\ �\ w \ SrON L EP
A
\ /^
w\ a8 ASPHALT PAVING — DRIVEWAY DETAIL
\ °/
• w \G �\�IN�OwTFNS \ \ NO SCALE ,\ ` 1 \ ' o ti .SJ \� �q�F
IR yT \ \�
IR F ^, w \ T \_'\ \ y a" k�v
V V \
6' CONCRETESIDEWALK PER
\ w y\ \ V LOCHLYN HILL PHASE IV'�FINAL,
I
\ROAD PLAN I 1 °°w\� w \ z z V I \� w
0 o 0 0
I F a a ✓\�q v u z z z
o U U U
Lu
z z z
\ TOP SIGN ° 1 I u U U
z
DEC a: \ \ V 1 \ w z a a
I
IRF i♦. (/� w z w w w
DECK \ w \ \ NO PARKING - I I I _ MATCHLINE -SEE THIS SHEET t �/� ..
Y1°
\ WATER METER PER I OCHLYN
RW4L W
II�� PHASE IV FINAL ROAD PLAN
/
I DED ROW /\\\
/. V CATION AREA GRAPHIC SCALE ce
/
W W PROPOSED WITH LOCHLYN HILL Zo o 10 20 40 eo
CG-12 (TYP.) h �� \ PHASE IV FINAL ROAD PLAN
LOT 22 ! \l
/ w \ FEET
(3) EXISTING STREET TREES TO I inch 20 e ft.
/ STREET SIGN / Y IR \\ \ \ REMAIN PER PHASE IV FINAL ROAD
�N N N
/ PLAN
EXISTING 6' PLANTING STRIP WAS INCREASED P, o N N
/ LOT 21 ° %Q S FR, ° ° \, TO 15.5' IN THIS LOCATION WITH LOCHLYN HILL
ON\ 1 w PHASE IV FINAL ROAD PLAN, TO ALLOW FOR
Teq w _ \,, THE (3) EXISTING STREET TREES TO REMAIN.
" w \ \. NEW SIDEWALK AND PLANTING STRIP WAS
/ , CIDh IR 8O s/G \ \ \ INCLUDED IN ROW DEDICATION AREA.
LOT 20 / yr i v vim\L9 cl�
�
LOT1—
/ , v w ��,
i 9 ^/
7' O 1 X�9' I
CIO
LOT 8, \
r. y w w 11w / v
N/% / , w
LOT 17 �� \ J
-- -
-- ,
VARC WIDTH i i i Qi O.� w �F IRF IRF `o
7'\ w s �� \;' i��, is sk /�3 w W
PRIVATE �9of / T (/° O�y�
LOT 1 R
.
Z
j W 7' , ck / % DD LE 3 r-i
LIMITS CV
SANITARY ESMT.
/�) D
l ' i A / / 9k19, /� Te �p /
PROPOSED WITH �, o �,,\\ ,\\ aFc. OT qck �� � � o o
�` L 15 F Cn
LOHLYN HILL EXISTING 20' PyCSA SANITARY _, = ' 3 ��/ , / % M LLI J o
PHASE IV ROAD SEWER EASEMENT CREATED �' ,� \ \ /' ZB k/ skz9 / / O A W 3� L
/ L T14 w Q
F- LAN-S (TYP.) WITH LOCl H/ LN PHASES II & III Tp14
A1LOT Z / ® \
\/ LOT2 SITE PLAAMENDMENT #3 p. Ski \ I
Z wJ >t,9A�91
IROPOSED,
SREET N ----- DENSE TREES WLL
,—,
SIAG
L9
06 o
LOT3 a
J (�
/ l / VAR. WIDTH %tip°P� �' �� A o �� �Z>`` ,// sri
� Q
DRAINAGE ESMT. s oFc ,�'
NO PARKING k > - 10 PRIVATE �' Q Z
PROPOSED WITH / �� \_ \ , ------ ° 3 I 2 CL O
/ SIGN (TYP.) - �2 - �@ -` / GARAti�E DRAINAGE-E °� 01 W U
____ J M-- \ i �Q
- __ _ � LOCHLYN HILL F '' � ' i ,' '��
------' /PHASE IV ROAD 20' DRAINAGE ��� W `ji�YP°) PROPOSED WITH 3 BENCH MARK ' ,J, J
a / �\ LOCHLYN HILL Y
PLANS (TYP) --- LOT 4 ESMT. PROPOSED` ' �; p IRON ROD 4 =
------
P ---- WITH LOCHLYN - '� PHASE IV ROAD \ W W
'\ HILL PHASE IV / y ,-(; PLANS (TYP.) �� I EIEV.-396.2 H z P
YL�I.NILL. r ROAD PLANS /..1/* 1 - LOT 12 \ 3 ONSTREET
_1VE / ,-
I
(54' RAW) -`° _ - - _ (TYP.) ; - - --- ` PARKING
1
/ �X
ROAD MAINTAINED � LOTS ,- � , � -- � � � � 1
/ 3o R --- - - -
I SPACE ( 8
20'WIDEACSA VDOTCGy9D _ -_ _ _.._ - --- - -- ------------
SANITARYIII �` (TYPICAL)
' ESMT -----
\" PROPOSED WITH \CG-2 CURB
/ / LOCHLYN�HILL Jill �I
BUILDING AND FIRE/RESCUE NOTES: PHASE IVROAD I
i. BUILDING OR STRUCTURES BUILT BEFORE JANUARY i i985 MUST HAVE AN ASBESTOS \ PI�ANB (TYP.)
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
1,72
1,170
18
2,189
1,489
19
2,463
1,716
20
2,557
1,584
z
U)
U
w
w
�
z
LLI
U
z
W
O
z
J 0
U
o
J
o
H
J w
a
U
SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS
v �\ �>'� / ,' LOT 6 �� IV �� LOT 1 Z I
\
', I TOTALS: 16,404 14,106
U
REMOVAL PERMITS ARE REQUIRED IS POSITIVE FOR SUCH. CONTACT VDOLI FOR
/
1
" I
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS.
' ,�' V
��, / >� ��
, Total Lot Acreage: 0.377
I°:� B
o
NOTES:
2. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING
\ I W -__ -
NIT�jR�' SEWER LATERAL PER LOCHLYN 1
O
N
V
PERMIT. WALLS EXCEEDING FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED
4
,- .\ _- _ ____ — _ — —
\ HILL PHASE IV FINAL ROAD PLAN \\ I —
ALL ALLEYS SHALL BE OWNED AND MAINTAINED BY THE HOA. ALLEYS AND ROADWAYS
F
w
E
DESIGN ALSO.
,-'' ,-'` I __—-------
\ ,, ,-- W W --T - —-_,___ ---------- ---- -
AS SHOWN ON THIS SITE PLAN ARE A PART OF THE ROAD PLAN APPROVAL FOR
=
o
3. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE
\ \ I \ _______'- ---- -
LOCHLYN HILL PHASE IV FINAL ROAD PLAN SDP-2oi9-00032.
JOB NO
MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
\ \' .', W - _F___-----
2. SEE LANDSCAPING PLAN SHEET FOR STREET TREES AND LANDSCAPING PLAN.
o
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.
,,�'� �� ��� I� I �' ' ��,
�� / `� 'I
ON STREET PARKING SPACES PROVIDED WITH THE LOCHLYN HILL PHASE IV FINAL ROAD
CONTRACTOR TO COORDINATE THE TESTING WITH THE FIRE DEPARTMENT FOR FINAL
° y �/ �,� i �
.•
\ \ II
PLAN, SEE CALCULATIONS ON SHEET s.
SCALE
ACCEPTANCE.
/ y I W I
4. THE SUBDIVISION PLAT FOR THESE PROPOSED LOTS SHALL BE SUBMITTED PRIOR TO
1 =20
5. PARALLEL PARKING DELINEATORS ARE FOR PLANNING PURPOSES ONLY, PARALLEL
I I
LOT 10
APPROVAL OF THIS PLAN.
a
PARKING STRIPING SHALL NOT BE PAINTED ON ROADWAYS.
a v I ;
S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE
SHEET No.
I
-' LOT
MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
3
T
1 ( 1
STORM SEWER`
PHASE IV FINAL
L
ROW DEDICATION AREA
w w
2zosrR MH-1 CG-6 412.00 VDOTSTD. IS-1 REQ'D PROPOSED WITH LOCHLYN HILL / PHASE IV FINAL ROAD PLAN
219 15 57.70 3.17% 402.25 400.42 RCP3
218STIR ° DI-3B CG-6 6 406.74 VDOTSTD. IS-1 REQ'D LOT 22
/
217 15 44.09 2.99/° 400.32 399.00 RCP3
216 DI-3C CG-6 6 406.19 VDOTSTD. IS-1 REQ'D��-
/
/
I
215 15 55.83 3.13% 395.50 393.75 RCP3 / 1 / ' IRF \\ \
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.
GRAPHIC SCALE
0 o
( IN FEET7 )
1 inch = 20 ft.
214 STIR
DI-7
CG-6
-
398.02
VDOTSTD. IS-1 REQ'D
EXISTING 6' PLANTING STRIP WAS INCREASED
TO 15.5' IN THIS LOCATION WITH LOCHLYN HILL
213
15
88.65
2.82%
389.28
386.78
RCP3
/ '�,a. , ° a; w \ PHASE IV FINAL ROAD PLAN, TO ALLOW FOR
�/
/ LOT 21 226 °,� \ 3 EXISTING STREET TREES TO REMAIN.
% 7y' � THE (
244
DI3B
CG-6
8
390.80
VDOTSTD. IS-1 REQ'D
243
15
21.17
2.36%
385.83
385.33
RCP3
,/ .' /' � °
/ ,/' ;' ,; 4Sn-P$ \ w '��9,Q�� \- NEW SIDEWALK AND PLANTING STRIP WAS
� '
�� ;'"41$ " w v ((r Al V A_ INCLUDED IN ROW DEDICATION AREA.
242
DI36
CG-6
10
390.72
VDOTSTD. IS-1 REQ'D
241
15
29.54
2.47%
385.23
384.50
RCP3
I� \
232B DI-3B CG-6 10 427.31 VDOTSTD. IS-1 REQ'D i ,� ii, i 19. \ �,Q'`�'�4q,,
232A 15 28.34 1.09% 418.93 418.62 RCP3 / $ i i / F LOT
232 DI-3B CG-6 8 427.18 VDOTSTD. IS-1 REQ'D
231 15 241.22 3.13% 418.52 410.98 RCP3 '/ / /� '%�/ 'qR �3 v / -� ST °41 w \ w w�/FQO�i "s/�/I 1 �' PRIVATE
,4 3' tic V v- DRAINAGE ESMT.
230 DI-3B CG-6 8 420.28 VDOTSTD. IS-1 REQ'D �' `� , / , 13 / (�
229 15 28.61 1.08% 410.88 410.57 RCP3 ;/ :v ; ' •��* 'OFF, ' w \ �� \ PROPOSED WITH
228 DI313 CG-6 8 420.28 VDOTSTD. IS-1 REQ'D ,� 236
227 15 32.84 1.13% 410.47 410.10 RCP3 W W W \� i� i .73.3`� ; / / '/e :oo I w \ \ LOCHLYN HILL
226 DI-3B CG-6 4 419.40 VDOTSTD. IS-1 REQ'D /i / 6,�/' / \ \ ASE IV ROAD /
225 15 93.95 1.06% 410.00 409.00 RCP3 ``��`. �.\
q, IV / /. '`FF, % 1 YD w, �` w �� PLANS
214 YD D YARD INLET CG-6 18.1 400.00 VDOTSTD. IS-1 REQ'D
YD D-C 12 52.50 1.90% 396.50 395.50 HOPE ,W W �`.� , i 9/0 ` / / / 4 ti� \ F IRF IRF
214 YD C ° YARD INLET CG-6 18" 402.00 VDOT STD. IS-1 REQ'D 413.26 ` / gR,4Z1'
a
DRAINAGE DESCRIPTIONS
STR.
PIPE INFORMATION
INLET INFORMATION
NO.
DIA.
(in.)
LENGTH*
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
SLOT
LENGTH
RIM*
ELEVATION
COMMENTS
210
DI-3B
CG-6
4
410.56
VDOTSTD. IS-1 REQ'D
209
15
19.59
2.04%
405.96
1 405.56
1 RCP3
204
1
1
1D13B
CG-6
6
413.67
VDOTSTD. IS-1 REQ'D
- \
\ -
\ \ \
w \
\ \\
® \ w \ \ \'
\ �3° \
e C�
I F-
L
203
15
191.35
7.78%
404.88
390.00
RCP3
202
DI3B
CG-6
8
395.80
VDOTSTD. IS-1 REQ'D
201
15
26.84
2.42%
388.75
388.10
RCP3
212
DI3B
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
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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 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 INTERSECT70NS 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, ll, 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 Ill.
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
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK
ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY
APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN 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 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)
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SREFERENLEN
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ROAD AND BRINE ETANDA�
VIRGINIA DEPARTMENT CP TRANSPORTATION
VIRGMIA DEPARTMENT OF TRANSPORTATION
ROAD AND aNOSs sTArorBDs
302
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BOB
SHEET 1 OF t
gEVISgN DATE
07/15
REVISION DATE
SHIS 1 OF 1
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an cLPPD
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NOTE
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R
IT COMPRESSION . 3/4' MALE PIPE COUPLING
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I' TYPE 'K'
VNFT COPPER
FOR USE ON DETACHED WHOLE FAMILY
RESIOENTAL SERVICE WERE AN IRRIGATION
MEMO IS NOT PROVIDED,
SINGLE SERVICE
NOTE;
0
I) SADDLES SHALL BE USED ON PVC PIPE,
TYPICAL SERVICE LATERAL INSTALLATOE.
(5/8" & 1" METERS)
NTS
FIG. W-6A
COVER LIFT NOTCH
14 1/2'
8"
12 1/2" 2 3 /
WATER
CAST IRON LID
18" METER BOX
ryry" / N♦IM1
tiA
16"
` 6" EXTENSION
6" J
PIPE SLOT
(2 PLACES)
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE HE FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-l" METERS)
NTS
FIG. W-7
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EXIST. 3 1
EXIST. GROUND 3.1 :. 0W�� ��� 3.7 EXIST. GR
CG-z D CG-z
8.2JA BASE
EXIST. GROUND 0 _ _ 10' EXIST. GROUND
23
TYPICAL PRIVATE AZZFY SECTION
DESIGN SPEED LIdfIT 20mph
NOT TO SCALE
TOP
OF 4"
2" R
CURB
6"
4 4
13A q Ra.' . 7„
44
6" I
GOES
NOTES+
t THIS TEEN MY SP PRECAST OR CAST N PLACE.
S. CONCRETE TO BE CUSS M F CAST N PLACE.
4WD PSI F PRECAST.
J. CCMBGLTON CUB M GUTTER HAVING A RIOIUS
OF NO FEET OR LESS (ARID FREE OF CDIBI
SIULL BE PAID FDA AS R CI WMPNATION
CURB L WITER.
4. FOR IRE WITH STABLE ED CiEN-CR.tlEO DRAINAGE
LATER, THE BOTTOM OF THE CINO 4 CORER
au� BE CONSTRUCTED PMNIFL i0 THE SLOPE
OF SUBBASE CgNYS All THE DEPTH CP
THE
PAVEMENT.
B. ALLOWABLE GORDON FOR THE USE OF CG-S
R BASED ON ROAD'11AY 0..ASSFIDATION AND
R TE W SPEED AS
N M SHOWN N THE SIE OAPPENDIX A N
ON GS mom STN4DABS.
A
COMBINATION 6" CURB AND GUTTER ROAD ME; - MODEST
NpARpS
ws TEwSgN DATE SHEET , Di ,
GM VIRDNA OVMIMENT OF TRA TATW
RO1.W
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.V 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 GRACE FOR SEWER SERVICE CONNECDON SHALL BE 2%
(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
TREA ED
FINISHED GROUND
2 X 4
MARKER
PLUG END OF
MAIN LINE SERVICE LATERAL
� � SECTION �RA
LINE WYE-TEE
PLAN
VARIES
e
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TO-33
8"MIN
SPRING ENE
OF PIPE
NO. 68 STONE
24
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INITIAL BACKFILL*
(6" LIFTS)
+ THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" mo%
4" min
-FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
,CONDITIONS ARE UNSTABLE
NOTE :
1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VOOT 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
-1' 16" 2'
STANDARD CG-6
CURB & GUTTER
NO SCALE
VDOT #21-A STONE BASE
UNDER CURB & CHECKED
BY VDOT PRIOR TO PAVING
AND/OR BACKFILLING.
(5' MIN.)
IT
4" CONC.�
�-- 4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
•
I
6" Min 0806
0o O
D W VDOT #21-A
STONE BASE
UNDER CURB.
1, 6"
STANDARD CG-2
NO SCALE
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
24• IN INITIAL BACKFILL 24 Iry
H,. e. B H„
MIN MIN. MIN MIN.
T 6" BEDDING
#68 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
LOR
INITIAL BACKFILLUNSTABLE e'
SOIL\ - MI Mw MIN. #68 STONE
-LAR FILL AS
ROVED BY ACSA%5 ABL STABLE SOIL OR ROCK 1
NOTE
1.NC 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
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 0.377 AC HIGHLIGHTED ARE LOCATED ON PRIVATE LOTS. ANY
DWELLING UNITS 8 TOWNHOUSE UNITS TREES PROPOSED ON THE PRIVATE LOTS WILL BE
., DOUBLE STRAND#12 GAUGE WIRE
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
\\ WITH RUBBER HOSE& TURNBUCKLES
T
CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION
\ /
9J ;\,(lp/,
o
MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE OF 2o% TREE CANOPY EASEMENT TO THE HOA.
2"x2"HARDWOOD STAKE
\\
I/
ON —SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR.
\\�
I
TOTAL SITE AREA i6,4oq SF NOTE: INDIVIDUAL LOT PLANTING REQUIREMENTS
CUT&REMOVE BURLAP FROM TOP
�— v3oFBALLAssrlowN
3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION PER THE LANDSCAPE STANDARDS FOUND WITHIN
1 1\Y1
ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL TOTAL TREE CANOPY REQUIRED 20%x i6 o SF = 28i SF THE LOCHLYN HILL CODE OF DEVELOPMENT WILL BE
4 3,
SCARIFY SUBSOIL T04"MIN. DEPTH
LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS ,4
APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. REVIEWED BY THE COUNTY FOR QUANTITY ONLY.
��� MULCH SAUCER
TOTAL TREE CANOPY PROPOSED ON SITE = 5,353 SF VERTIFICATION WILL OCCUR AT THE ISSUANCE OF
FINISHED GRADE
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.
TREES UP TO 4" CAL. SHALL BE STAKED.
i
METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE
TREES 4" CAL. OR LARGER SHALL BE
VVVV I\
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.
GUYED WITH 3 EQUALLY SPACED
TWISTED, #12 GAUGE WIRE WITH HOSE
1 HT. TREE 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
Tree Planting and Staking Detail
8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. Not To Scale
Planting Notes
9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A
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
0. 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. Evergreen Tree Planting Detail
3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED SHALL BE Not To Scale
11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOA. SEEDED PER SPECIFICATIONS.
PLANT LIST
SYMBOL
BOTANICAL NAME
COMMON NAME
SIZE
CANOPY
QUANTITY
TOTAL CANOPY
CANOPY TREES
AR
ACER RUBRUM OCTOBER GLORY
OCTOBER GLORY RED MAPLE
2 - 2112" cal.
452
2
904
BN
BETULA NIGRA
RIVER BIRCH
2- 21/2" cal.
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:
S353
TREES UP TO 4" CAL. SHALL BE STAKED
WITH 2-2"x2" HARDWOOD STAKES.
Z..) NO. 355791 11,
TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED, TWISTED,
4� 2/8/22 tV4
o��SSIONAL
AND TURNBUCKLES. LOOP HOSE AROUND
�`ZS
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
F-
r
r
z
z
z
w
w
w
Z
O_
z
O
O
O
CUT AND REMOVE BURLAP FROM TOP
/w
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113 OF BALL AS SHOWN
v,
"'
4
SCARIFY SUBSOIL TO 4" MIN. DEPTH
Z
111
m
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�
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COMPACTED SUBGRADE
O
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D.
Comrty¢fo belaarle GRAPHIC SCALE
Cores.dbon Plan C-284-1l-97 be placedon Landscape Plans I F '' W\ /�� \
(Handbook, pp III-284-111-297 for complete specifications)
,
1. The fallowlnp Ilsms ah.B be shown on Ne olan: , ° • \ �20 0 10 20 40 80
Tsees to be saved 4,1
® Limtsofdean (outs,dednphneofnemtobesaved)', °' \ �/j� \ \ 1
® Locanonandrypeofprotechvefwongy \ 9 10 PROPOS SCAP
El Gmle changes requiring tree wells orwalls; y
�oposea¢enew�m mbeynadmelm�af°�ao g. ACCESS AND MAI CE ( 1N FEET )
/ w � \ �, 1 inch = 20 fL
El All to be saved shall be narked with print mnbbon at a height clemly visible to equipment o oNwm. ° I h'
��6 \ EASEMENTAll tre(TYP.)
� No grmling shall begin I Ne tree marking has beat inspected mid approved by a Comay Inspe or. / \��� \
l T\ \
RN a. PreLonrtruRion Confereme: , \ 9 \
° Treepaae'°°°o aapr°t °°"mem�s" F °iwedwh�a°°"¢ammo site STREET TREES SHOWN FOR REFERENCE
/ � IRF a °. � \
4. Enammem OaemRan and Smram, ' /
/ \ w �� \ PROPOSED ROW DEDICATION AREA PURPOSES ONLY. STREET TREE
Wb,vsvluipment, vehicWm traffcand storage ofconanuction materials including soil shall not bepematted wibin the dripBnes of trees / ,
t° be saved.
s. smlemalon ana smrmwater Detenn°n Devbes: /Lu LOCATIONS/SPECIES REVIEWED/APPROVED
® sndd�,ah lmtaaemdyaBe t�,Obeaa� 6. Fires: \ \ WITH ROAD PLAN APPLICATION SUB202000133
,/ / / \\ \�� � \
LI Fitu aemtpmwbedwi 100feetoftMa plineoftr wbeaavM ,
). 1.skMater®ia: LOT 22 i ,'/ � 1S. PROPOSED \\\ , \ \ w \' • \ 3 EXISTING STREET
® Toucmannals snap not ba stored within lOO feet oftha driplbe oftreesmbe saved. LANDSCAPING ` \ ( )
S. PratectiveFencinp: TREES TO REMAIN
0 Fmms be retainedwle a0fatofa pr tseabuilaingor bya Comtyl spatoeproltot di fem , ACCESS AND W
0 Fendng shall be m p]me aM ehaB be irepstad and approval by a County hmpectorpdm to grading or coaatruc¢on. / % I R
66
9. Tnev23 W b ovthegromdlevelm"atbemisaiwithinNeanpl oofatmetebesavedatreewellshallbepr idedmdamns¢uctiovaelail Q ,' , MAINTENANCE�y ,
subtmtted fore EASEMENT (TYP/) a Z w \
10. Frvvw.Br: i 0 1 Q �\ EXISTING 6' PLANTING STRIP WAS INCREASED
® Whanthogmwdlevelmuetbelowemdwitlilvthedriplivaetreetobesavai,atreewallshallbapmvided;endac°nawufiovdetail ; LOT 21 / - . 4 ° - w \
aineand pnelip� /' y'/ w\ TO 15.5' IN THIS LOCATION WITH LOCHLYN HILL
11. Trencbme and T NI / % � ,� �
o WLe tr ah giareq redw heLmmordem�itaalbemnea fora nyo-ombetrmkanfheea poavbleTemeling i \ \ PHASE IV FINAL ROAD PLAN,
TO ALLOW FOR
maer 1 ge nee anall be mnaaaaadmm<alrama¢ve whemtmmmdpama matm�aary hmcmng wul aeao-oy reeaerroola. � / / ' /i � 1
\_ EXISTING STREET TREES TO REMAIN.
49 56®ro��eefwdngah�l�thelatirveda��beh�dea P % �'' 2 / (2) BN ofs� THE (3 )
48) la. DamapedTra. �1 NEW SIDEWALK AND PLANTING STRIP WAS
® Damagedhemshallbetreatedimmediatelybypmmvg,fartiliretio"Oro meth°dsrecomme°dedbyaha Va a k. DI/ / /
NOT4ITISTEVELOPER's RESPONSIBILITY TO CONFER WRR THE CONTRACCORON TREE CONSERVATION 4oLANDSCAPING j �<v z LOT20 ) AR , /� ° S 6 �1 , ._ INCLUDED IN ROW DEDICATION AREA.
REQUIREMENTS. - / �DACCESS AND _.__, � ��QmOWNER'CDATE) w �; �, ,( MAINTENANCE ��/ LOT .9 , 6'
� 0
6 � w
,EASEMENT ` s' w \ o ,
CONTRACT Pt RCHASER SIGNAf LIRE ' /1
�� 0. \ \ (DATE) 5/1/05 pme 1 of i W ` w W .` ..` - Y
T18
LOT17—
F IRF IRF
a
AR LOT 16 /w
OT 1 N
I'
1_
LOT 14 w \
6' PLANTING STRIP / 52'X5' LAND�;-
SCAPING W
i � � � �° '��' >�� LOT 13
LOT 2 ACCESS AND
MAINTENANCE
i EASEMENT %� rNFoe� � i i---=------- IRF
� � � ENSE TRE.
y
' i �--------- LOT 3 �� ��'�` rtiF �\ �i��; , ' �
6' PLANTING STRIP
--- 15' LANDCANDPI / vv j`v ,'�
SSw,- ,
�.01
BENCH MARK
/ LOT 4 MAINTENANCE
\---- EASEMENT `� y 1 QR \ IRON ROD
ELEV.=396.24
YNHIL�RI_ _ ' _>, LOT 12
i „ `,
/ ,� ,� , � I I PROPOSED STREET
(54' R/W _°— _ ° --------v
_ TREE TYPI AL / _�_- 3 S C
I _
PUB
BROAD MAINTAIND6T— - - G /� / / LOTS ,' , i --- - --- ----- _ .. _ . — —' FROM PHASE IV
----- _ _ — - Co ROAD PLANS
�• e / 1 CC D �A'PING ------------------
4 1
AND
MAINTENANCE o I
/EASEMENTQ
,/ vvv � i __— I V I
6' fLAN�TING�STRIi vvvv - ,>/ LOT 6 v j- I ��, LOT 11
S
\ \ I 1 1 I I
V, J/ J/ 14, W vY \4/ \4/ J/ \4/ v � J/ v v I I ------ —
v v v v, �`� � ,- ROPOSED STREET vvv A �� I v' 1 - ----- ---
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