HomeMy WebLinkAboutSUB200800210 Legacy Document 2008-10-16��•A r
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ALBEMARLE COUNTY PLANNING
STAFF REPORT SUMMARY
Project Name: Robert L Martin, III —
Staff: Summer Frederick, Senior Planner;
SUB2008 -210 - Final
Phil Custer, Engineer
Planning Commission Public Hearing:
Board of Supervisors Hearing:
October 21, 2008
Not applicable
Owners: Robert L III or Paula K Martin;
Applicant: Roger Ray
Paula K Martin, Life Estate to Virginia W Kent
Acreage: 3.18 total
Rezone from: Not applicable
Special Use Permit for: Not applicable
TMP: Tax Map 56, Parcels 45A and 45A1
By -right use: R -2 — Single family dwellings in
transitional density between higher and lower
density districts.
Location: Parcels are located on Park Road
approximately 0.35 mile of the intersection
with Tabor Street.
Magisterial District: White Hall
Proffers /Conditions: Not Applicable
Requested # of Dwelling Lots: 4
DA X RA
Proposal: Propose to divide two (2) existing
Comp. Plan Designation: The
lots into four (4) lots. Proposal requires a
Comprehensive Plan designates this property
waiver in order for the proposed lots to each
as Urban Edge in the Crozet Community.
have separate points of access.
Character of Property: The two existing
Use of Surrounding Properties: Property is
parcels each have one (1) existing dwelling
adjacent to multiple single family residences
unit.
and in close proximity to Claudius Crozet
Park.
Factors Unfavorable:
Factors Favorable:
1. Construction of an internal road would
1. Individual driveways for each
not result in significant degradation.
proposed new lot would be in general
2. Topographical constraints may
accord with existing development
present issues with establishing
along Park Road.
adequate sight distance for each
proposed driveway.
RECOMMENDATION:
Staff finds that the request to waive the requirement of Section 14- 404(A) is
inappropriate in this circumstance, and therefore recommends denial of this waiver.
Should the Planning Commission grant the waiver, staff recommends the following
conditions:
1. Applicant graphically establish adequate sight distance for each new driveway
on the final plat.
STAFF CONTACT:
PLANNING COMMISSION:
AGENDA TITLE:
PROPERTY OWNER /APPLICANT:
Summer Frederick, Senior Planner
October 21, 2008
SUB 08 -210 Robert L Martin, III -Waiver Request
Robert L, III or Paula K Martin/ Roger Ray & Associates
APPLICANT'S PROPOSAL:
The applicant proposes dividing two (2) existing lots into four (4) new lots. The existing lots total 3.18
acres, with the proposed four (4) side -by -side lots being 30,330 S.F. (Revised TMP 56- 45A1), 25,475
S.F. (Lot A), 24,392 S.F. (Lot B), and 58,355 S.F. (Lot C). Each existing lot contains a single - family,
detached dwelling, and are served by a single entrance from Park Road (Attachment C). The
applicant's request is to have a separate entrance onto Park Road for each of the proposed four (4)
new lots.
CHARACTER OF AREA:
This section of Park Road is located in the Crozet Development Area, and is characterized by single -
family detached residences situated on medium sized lots.
PLANNING AND ZONING HISTORY:
None Available
COMPREHENSIVE PLAN:
The Comprehensive Plan designates this property as Urban Edge in the Crozet Community. The
property is located in the Licking Hole Creek water supply protection area.
DISCUSSION:
This section of the Subdivision Ordinance serves to limit the number of new entrances off of existing
public roads, and thereby reduce conflict points in the flow of traffic. Pursuant to Section 14 -404 of
the Albemarle County Code, each lot shall have immediate vehicular access onto a public street or
a private road as follows:
14 -404 Lot location to allow access from lot onto street or shared driveway.
Each lot within a subdivision shall be located as follows:
A. Each lot, other than a corner lot within the development areas, shall have reasonable access
to the building site from only one street, shared driveway or alley established at the same time as
the subdivision; provided that a lot may be located so that its driveway enters only onto a public
street abutting the subdivision if. (i) the commission grants a waiver under subsection (C); (ii) the
subdivider obtains an entrance permit from the Virginia Department of Transportation for the
access; (iii) the entrance complies with the design standards set forth in sections 14- 410(F) and 14-
410(G); and (iv) the subdivider demonstrates to the agent prior to approval of the final plat that the
waiver does not violate any covenants to be recorded for the subdivision. For purposes of this
section, the term "reasonable access" means a location for a driveway or, if a driveway location is
not provided, a location for a suitable foot path from the parking spaces required by the zoning
ordinance to the building site; the term "within the subdivision" means within the exterior boundary
lines of the lands being divided.
In accordance with section 14- 404(C), the Commission may approve a waiver or variation if it finds
that:
(i) the county engineer recommends an alternative standard; or
No alternative standard is recommended by the county engineer.
(ii) because of unusual size, topography, shape of the property, location of the property
or other unusual conditions, excluding the proprietary interests of the subdivider, strict
application of the applicable requirements would result in significant degradation of the
property or to the land adjacent thereto;
Staff does not believe strict application of the applicable requirements would result in significant
degradation of the property. This statement is somewhat speculative because the applicant did not
submit a plan showing an internal road.
In his justification letter the applicant states, "There is not enough area to permit an internal street
to serve lots on the property "(Attachment D). Engineering staff believes it would be possible to
design an internal road from Park Road to serve the four (4) proposed lots.
- requiring the standard would not forward the purposes of this chapter or otherwise serve
the public interest;
Allowing individual entrances is contrary to the intent of Section 14 -404 of the Subdivision
Ordinance. It is the intention of the section to reduce the number of entrances onto state roads,
thus reducing conflict points with the flow of traffic.
While reviewing this portion of the section, the Commission might also consider the area's future
development allowed for by the Crozet Master Plan. While the Master Plan does not provide traffic
projections for roads, increased traffic volumes can be anticipated as a result of significant
development at the east end of Park Road. Individual entrances for the four (4) proposed lots
would create three (3) additional conflict points with traffic flow along Park Road.
- granting the waiver would not be detrimental to the public health, safety or welfare, to the
orderly development of the area, to sound engineering practices, and to the land adjacent
thereto;
Granting the waiver for the proposed individual entrances would be consistent with existing
driveways found along Park Road. However, it is staff's opinion that the presence of a significant
hill located along the proposed lots' frontage will present issues with regard to establishing
adequate sight distance for each new entrance (Attachment E). VDOT staff has visited the site and
have verified each new lot posses a "location for a private entrance."
(iii) the entrance complies with the design standards set forth in section 14 -410 (F) and 14-
410 (G)
This requirement will be addressed as part of the review of the subdivision plat.
(iv) the subdivider demonstrates to the agent prior to approval of the final plat that the
waiver does not violate any covenants to be recorded for the subdivision.
This requirement will be addressed as part of the review of the subdivision plat.
RECOMMENDATION: Staff has reviewed the request in accordance with the requirements of
Section 14- 404(C). No alternative standard is recommended by the County Engineer, and
Engineering staff feels it possible to design an internal road to serve the proposed lots. While
individual entrances would not be out of character with existing development, staff believes additional
entrances onto Park Road present unnecessary conflict points with traffic flow. Staff finds that the
request to waive the requirement of Section 14- 404(A) is inappropriate in this circumstance, and
therefore recommends denial of this waiver.
CONDITIONS RECOMMENDED:
Should the Planning Commission grant the waiver, staff recommends the following conditions:
1. Applicant graphically establish adequate sight distance for each new driveway on the final plat.
ATTACHMENTS:
A. Detail /Location Map
B. Proposed Layout
C. Photograph of existing entrance
D. Photograph of hill on Park Road
E. Applicant's request for waiver of 14- 404(A)
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NOTES:
i . OWNER (S) G LEGAL REFERENCES:
T.M.56 -45A T.M.56 -45Ai
ROBERT L., III 6 PAULA K.MARTIN PAULA K.MARTIN
D.B.2646- 457,461 PLAT LIFE ESTATE TO VIRGINIA W.KENT
D. B. 2575 -395, W. B. 65 -314, D . B . 2646 -457, 461 PLAT,
D.B.4 31 -393 6 D.B.291 -283 DESC. D.B.1528 -691 6 D.B.402 -120 PLAT.
2. OWNER (S) ADDRESS:
4608 HADENSVILLE FARM LANE
MINERAL, VIRGINIA 23117
3. THIS PROPERTY SUBJECT TO AN EASEMENT TO VIRGINIA - WESTERN POWER COMPANY INSOFAR AS IT
MAY APPLY (D.B.187 -130) INSUFFICIENT DATA TO DETERMINE LOCATION.
4. THE OWNERS OF THIS PROPERTY IN 1969 DID NOT SIGN THE RIGHT -OF -WAY DEED TO THE COMMONWEALTH
OF VIRGINIA RECORDED IN D.B.460 -423. HOWEVER, SUBSEQUENT DEEDS OF CONVEYANCE OF THIS PROPERTY
STATE A 40'RIGHT -OF -WAY ON ST. RT. 1204 (PARK ROAD) .
5. EXTERIOR BOUNDARY DATA SHOWN HEREON WAS TAKEN FROM A PLAT BY ROGER W.RAY 6 ASSOC., INC.,
DATED SEPTEMBER 29, 2003, RECORDED IN D.B.2646 -461, AND WAS NOT RESURVEYED THIS DATE.
6. THESE LOTS SHALL BE SERVED BY PUBLIC WATER 6 SEWER.
7. PROPERTY ZONED R -2.
Bi 0-1
THE DIVISION OF LAND DESCRIBED
HEREON IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH
THE DESIRE OF THE UNDER -
CROZET
240
SIGNED OWNER, PROPRIETORS, AND
TRUSTEES. ANY REFERENCE
TO FUTURE POTENTIAL DEVELOPMENT
IS TO BE DEEMED AS
691
THEORETICAL ONLY. ALL STATEMENTS
AFFIXED TO THIS PLAT
ARE TRUE AND CORRECT TO BEST OF
MY KNOWLEDGE.
691
PARK
,,'ROAD
ROBERT L.MARTIN,III
PAULA K.MARTIN
1204
240 SITE
VIRGINIA W.KENT
1 CITY /COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
DAY OF 20 BY
VICINITY MAP - SCALE:1" = 2000' + /- ROBERT L.MARTIN,III 6 PAULA K.MARTIN
NOTARY PUBLIC
MY COMMISSION EXPIRES
B. LOTS A, B,6 C, AND REVISED T.M.56- 45A1,EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.2.1 OF THE ALBEMARLE
COUNTY ZONING ORDINANCE.
9. SETBACK REQUIREMENTS: FRONT= 25': SIDES= 10', AND REAR= 20'
10. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE, THIS PROPERTY LIES WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED.
11. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE, THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL- FORESTAL DISTRICT.
12. THE STREAM BUFFER SHOWN HEREON WAS TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE AND SHALL BE MANAGED IN ACCORDANCE WITH
THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
13. TOPOGRAPHIC DATA SHOWN HEREON WAS TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE.
14. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE, THERE ARE NO CRITICAL SLOPES ON THIS PRO ?ERTY.
CITY /COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
DAY OF 20 BY
VIRGINIA W.KENT
NOTARY PUBLIC
MY COMMISSION EXPIRES :
APPROVED FOR RECORDATION :
AGENT FOR THE BOARD OF SUPERVISORS
SUBDIVISION PLAT
LOTS A, B. 6 C
LOT A, A PORTION OF TAX MAP 56 PARCEL 45A AND PARCEL 45A1
LOTS B & C, A PORTION OF TAX MAP 56 PARCEL 45A
ALSO BOUNDARY LINE: ADJUSTMENT PLAT
PARCEL X,A PORTION OF TAX MAP 56 PARCEL 45A
BEING ADDED TO AND COMBINED WITH REVISED TAX MAP 56 PARCEL 45Ai
AND PARCEL Y,A PORTION O(= TAX MAP 56 PARCEL 45Ai
BEING ADDED TO AND COMBINED WITH TAX MAP 56 PARCEL 45A
LOCATED ON STATE ROUTE 1204 (PARK ROAD),AT CROZET
'TH0 WHITE HALL DISTRICT
�i' ALBEMARLE COUNTY, VIRGINIA
Uo SCALE: 1" = 60' DATE: AUGUST 22, 2008
REVISED: SEPTEMBER 25,2008
BRIAN S. RAY
Lic. No. 002281 FOR
ROBERT L.MARTIN,III
ROGER W.RAY & ASSOC.,INC.
1717 -18 AL!.IED STREET
CHARLOTTESVILLE,VIRGINIA 22903
GL TELEPHONE: (434) 293 -3195
DATE
AttachmcntiB
SHEET 1 OF 2 12979A
15
v E 80.40 "', 1, 1 3 4.97 POWER LINE S05'02'58 "E 29.20' 345.02
23. 67' , c N . Cu 80 ' 3 POLE
T.M.56C -32 N ;w! r(D,, �"� iv MANHOLE
E.WAYNE 6 v � > ui4� �` ° _4 Z S18'29'15 "W 41.62'
fl m m cn ul
VIVIAN C.NEWTON J '�; ^ .9 rn °' u-
D . B . 573 -357 c`7v ."�' v
D.B.369 -415 PLAT J J 1 -STY. 24.8 09 ' 0 1 -STY. N m \ 9 S11.23'09 "E 15.30'
a BRICK �G FRAME c N
a S39'13'23 'E 12.31'
cn W /BSMT. F r' W /BSMT a
W y
Q1 B0' IRON � \ m
SET _ __ SET 9 o S34 '18' 11 "W 17.92' Z
J o CLEAN IRON IRON
a SET S11'54'16 "E 16.75' o
J OUT LEAN METAL o \
° S24 •35' 12 "W LOT A
22.97' METAL No 251475 S. F OUT BLDG . Q, o MANHOLE y
-- -- BLDG. Q' TOTAL N 7- S15'35'09 "W 45.11'
� LOT B N I a
T . M. 56C -31 REVISED . 24, 392 S . F . LOT C
E . WAYNE �� T . M . 56 -45A 1 �' 58, 355 S.F. S54 '34 ' i 4 "W 13.66'
VIVIAN C. NEWTON �n 30, 330 S.F. rn N I S15'33'56 "W 27.64'
D.B.739 -396 m S78'36'24 "E 9.28'
D.B. 369 -415 PLAT �' TOTAL rn o �" LO • N c o T. M. 3 56 T 45A S08 '21 ' 42 ° E 12.70'
J CLEAN 3 m. a, 80' 0 I a
OUT cp �' APPROX Ir S26-16-46"W 34.74'
`cp
IRON
FOUND_
T.M.56C -28 N= 3910838 �' >-U.. LOCATION T.M.56 -45A (2)
DORWARD L.SR.6 E= 11425897, SEWER WILLIAM D.6 DAISY H.SANDRIDGE
(`' -�N �
LINDA L.HALE S37 •39' 37 "W 11.69' D.B. 408 -406, 408 PLAT
/ ��, m uJ N LATERAL N
O.B.683 -456 / �� �'1 Q N pLE I
D.B.369 -415 PLAT - S14'21'53 "W 21.78'
�� r 80 ANN _ SANITARY SEWER LINE MANHOLE S29 '01 ' 03 "W 23.24'
MANHOLE L30 <, l28 FOQA (!'.1- 20 �1 X16
Mq 9 L 19 8 '�� L 12 L 10 9 L 6
SO4'14'30 "E 11.69'
T . M . 56C -30 �yO�F �j L2, �' % �-9 L7 a
ROBERT T_WARD \ <<'6 X25 L24 < C' �1 <S ,3 S51 '33' 36 "W 34.50'
O.B.745 173 \ \ L N= 3910600 THIS PLAT NOT FOR RECORDATION
O.B.369 -415 PLAT ALONG RAVINE LI E= 11426294
\t ALBEMARLE COUNTY �� SERVICE A COUNTY
` Dr \`
SERVICE EASEMENT RITY \ SERVICE AUTHORITY COPY SHOWING CONTROL POINTS
EASEMENT TO SUBMETER ACCURACY
\ pCn D.B.911 -447 `, D.B.925 -579 TIED TO NORTH AMERICAN
LINE BEARING DISTANCE LINE BEARING DISTANCE \ 9N', 1 DATUM OF 1983 (NAD83)
-9 T M 56C -21 �, T. M.56C -26A VIRGINIA SOUTH SPC
L1 N60 01 53 W 10.55 L13 N53 09 42 W 5.05 stn RONALD DEAN 6 DEBRA T.WESNER
L2 N24'41'07 "W 21.55 L14 N53'09'42 "W q,78 ` J \ KATHY LEIGH HOBBS- PARENT D.B.3503- 611,615 6 616 PLAT
D.B.2421 -56
L3 N79'18'46 "W 15,87 L15 N15'21'22 "E 11.99 \ D.B.1554 -98 PLAT SCALE: 1" = 60' DATE: AUGUST 22, 2008
L4 Noo'54'39 "W 14.01 L16 N44'14'24"W 11.19 REVISED: SEPTEMBER 25, 2008
L5 N27'55'20 "W 10.74 L 171 N87'43'32 "W 28.62
L6 N64'26'24 "W 26.20 Li8l N48'08'32 "W 18.53 LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE GRAPHIC SCALE 1"=60'
L7 N75'03'35 "W 8.54 L191 N58.31'04 "W 9.26 L25 N45'07'21 "W 12.67 L31 N08'22'42 "W 9.27 L37 N13'50'57 "E 30.66
L8 N35'22'15 "W 9.05 L201 N83'26'50 "W 13.41 L26 N45'07'21 "W 22.12 L32 N27'25'20 "W 45.93 L38 N31'41'35 "E 19.25
L9 N84'00'02 "W 20.62 L21 N83'26'50 "W 31.58 L27 N18'35'35 "W 9.47 L33 N50'33' 13 "E 7.84 L39 N15'05'00 "E 51.60 0 60 120 180
L10 N61'02'25 "W 16.06 L22 S76'04'02 "W 16.191 L261 N57'51'53 "W 14.58 L341 N11'o1'57 "E 42.31 L40 N44'50'58 "E 12.61
L11 S79'19'01 "W 12.17 L23 S76'04'02 "W 3.801 L291 N33'03'55 "W 41.31 L351 N36'47'05 "E l lil N12*50'50"Ej 21.49 SHEET 2 OF 2 12979A
L12 N69'54'07 "W 16.01 L24 N67'35'09 "W 20.35 L30 N58'41'43 "W 9.55 L36 NO2'42'40 "E 15.66 L42 N28'47'05 "E 31.56
PARCEL X
w 8
885 S.F.
MANHOLE
U-1 E
EXISTING ENTRANCE F
FIRE v
v STATE ROUTE 1204 (40' RAW) D.B. 460 -423
Q �
TO BE CLOSED WATER H
IRON t VALVE IRON m
m N= 3910938 PARK ROAD
METER F
FOUND ET S67'22'47 "
SET \, F
m E= 11426359 764.16'
E= 11425961 FOUND POL e 8
80 05' 80 05 1
v E 80.40 "', 1, 1 3 4.97 POWER LINE S05'02'58 "E 29.20' 345.02
23. 67' , c N . Cu 80 ' 3 POLE
T.M.56C -32 N ;w! r(D,, �"� iv MANHOLE
E.WAYNE 6 v � > ui4� �` ° _4 Z S18'29'15 "W 41.62'
fl m m cn ul
VIVIAN C.NEWTON J '�; ^ .9 rn °' u-
D . B . 573 -357 c`7v ."�' v
D.B.369 -415 PLAT J J 1 -STY. 24.8 09 ' 0 1 -STY. N m \ 9 S11.23'09 "E 15.30'
a BRICK �G FRAME c N
a S39'13'23 'E 12.31'
cn W /BSMT. F r' W /BSMT a
W y
Q1 B0' IRON � \ m
SET _ __ SET 9 o S34 '18' 11 "W 17.92' Z
J o CLEAN IRON IRON
a SET S11'54'16 "E 16.75' o
J OUT LEAN METAL o \
° S24 •35' 12 "W LOT A
22.97' METAL No 251475 S. F OUT BLDG . Q, o MANHOLE y
-- -- BLDG. Q' TOTAL N 7- S15'35'09 "W 45.11'
� LOT B N I a
T . M. 56C -31 REVISED . 24, 392 S . F . LOT C
E . WAYNE �� T . M . 56 -45A 1 �' 58, 355 S.F. S54 '34 ' i 4 "W 13.66'
VIVIAN C. NEWTON �n 30, 330 S.F. rn N I S15'33'56 "W 27.64'
D.B.739 -396 m S78'36'24 "E 9.28'
D.B. 369 -415 PLAT �' TOTAL rn o �" LO • N c o T. M. 3 56 T 45A S08 '21 ' 42 ° E 12.70'
J CLEAN 3 m. a, 80' 0 I a
OUT cp �' APPROX Ir S26-16-46"W 34.74'
`cp
IRON
FOUND_
T.M.56C -28 N= 3910838 �' >-U.. LOCATION T.M.56 -45A (2)
DORWARD L.SR.6 E= 11425897, SEWER WILLIAM D.6 DAISY H.SANDRIDGE
(`' -�N �
LINDA L.HALE S37 •39' 37 "W 11.69' D.B. 408 -406, 408 PLAT
/ ��, m uJ N LATERAL N
O.B.683 -456 / �� �'1 Q N pLE I
D.B.369 -415 PLAT - S14'21'53 "W 21.78'
�� r 80 ANN _ SANITARY SEWER LINE MANHOLE S29 '01 ' 03 "W 23.24'
MANHOLE L30 <, l28 FOQA (!'.1- 20 �1 X16
Mq 9 L 19 8 '�� L 12 L 10 9 L 6
SO4'14'30 "E 11.69'
T . M . 56C -30 �yO�F �j L2, �' % �-9 L7 a
ROBERT T_WARD \ <<'6 X25 L24 < C' �1 <S ,3 S51 '33' 36 "W 34.50'
O.B.745 173 \ \ L N= 3910600 THIS PLAT NOT FOR RECORDATION
O.B.369 -415 PLAT ALONG RAVINE LI E= 11426294
\t ALBEMARLE COUNTY �� SERVICE A COUNTY
` Dr \`
SERVICE EASEMENT RITY \ SERVICE AUTHORITY COPY SHOWING CONTROL POINTS
EASEMENT TO SUBMETER ACCURACY
\ pCn D.B.911 -447 `, D.B.925 -579 TIED TO NORTH AMERICAN
LINE BEARING DISTANCE LINE BEARING DISTANCE \ 9N', 1 DATUM OF 1983 (NAD83)
-9 T M 56C -21 �, T. M.56C -26A VIRGINIA SOUTH SPC
L1 N60 01 53 W 10.55 L13 N53 09 42 W 5.05 stn RONALD DEAN 6 DEBRA T.WESNER
L2 N24'41'07 "W 21.55 L14 N53'09'42 "W q,78 ` J \ KATHY LEIGH HOBBS- PARENT D.B.3503- 611,615 6 616 PLAT
D.B.2421 -56
L3 N79'18'46 "W 15,87 L15 N15'21'22 "E 11.99 \ D.B.1554 -98 PLAT SCALE: 1" = 60' DATE: AUGUST 22, 2008
L4 Noo'54'39 "W 14.01 L16 N44'14'24"W 11.19 REVISED: SEPTEMBER 25, 2008
L5 N27'55'20 "W 10.74 L 171 N87'43'32 "W 28.62
L6 N64'26'24 "W 26.20 Li8l N48'08'32 "W 18.53 LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE GRAPHIC SCALE 1"=60'
L7 N75'03'35 "W 8.54 L191 N58.31'04 "W 9.26 L25 N45'07'21 "W 12.67 L31 N08'22'42 "W 9.27 L37 N13'50'57 "E 30.66
L8 N35'22'15 "W 9.05 L201 N83'26'50 "W 13.41 L26 N45'07'21 "W 22.12 L32 N27'25'20 "W 45.93 L38 N31'41'35 "E 19.25
L9 N84'00'02 "W 20.62 L21 N83'26'50 "W 31.58 L27 N18'35'35 "W 9.47 L33 N50'33' 13 "E 7.84 L39 N15'05'00 "E 51.60 0 60 120 180
L10 N61'02'25 "W 16.06 L22 S76'04'02 "W 16.191 L261 N57'51'53 "W 14.58 L341 N11'o1'57 "E 42.31 L40 N44'50'58 "E 12.61
L11 S79'19'01 "W 12.17 L23 S76'04'02 "W 3.801 L291 N33'03'55 "W 41.31 L351 N36'47'05 "E l lil N12*50'50"Ej 21.49 SHEET 2 OF 2 12979A
L12 N69'54'07 "W 16.01 L24 N67'35'09 "W 20.35 L30 N58'41'43 "W 9.55 L36 NO2'42'40 "E 15.66 L42 N28'47'05 "E 31.56
`cp
IRON
FOUND_
T.M.56C -28 N= 3910838 �' >-U.. LOCATION T.M.56 -45A (2)
DORWARD L.SR.6 E= 11425897, SEWER WILLIAM D.6 DAISY H.SANDRIDGE
(`' -�N �
LINDA L.HALE S37 •39' 37 "W 11.69' D.B. 408 -406, 408 PLAT
/ ��, m uJ N LATERAL N
O.B.683 -456 / �� �'1 Q N pLE I
D.B.369 -415 PLAT - S14'21'53 "W 21.78'
�� r 80 ANN _ SANITARY SEWER LINE MANHOLE S29 '01 ' 03 "W 23.24'
MANHOLE L30 <, l28 FOQA (!'.1- 20 �1 X16
Mq 9 L 19 8 '�� L 12 L 10 9 L 6
SO4'14'30 "E 11.69'
T . M . 56C -30 �yO�F �j L2, �' % �-9 L7 a
ROBERT T_WARD \ <<'6 X25 L24 < C' �1 <S ,3 S51 '33' 36 "W 34.50'
O.B.745 173 \ \ L N= 3910600 THIS PLAT NOT FOR RECORDATION
O.B.369 -415 PLAT ALONG RAVINE LI E= 11426294
\t ALBEMARLE COUNTY �� SERVICE A COUNTY
` Dr \`
SERVICE EASEMENT RITY \ SERVICE AUTHORITY COPY SHOWING CONTROL POINTS
EASEMENT TO SUBMETER ACCURACY
\ pCn D.B.911 -447 `, D.B.925 -579 TIED TO NORTH AMERICAN
LINE BEARING DISTANCE LINE BEARING DISTANCE \ 9N', 1 DATUM OF 1983 (NAD83)
-9 T M 56C -21 �, T. M.56C -26A VIRGINIA SOUTH SPC
L1 N60 01 53 W 10.55 L13 N53 09 42 W 5.05 stn RONALD DEAN 6 DEBRA T.WESNER
L2 N24'41'07 "W 21.55 L14 N53'09'42 "W q,78 ` J \ KATHY LEIGH HOBBS- PARENT D.B.3503- 611,615 6 616 PLAT
D.B.2421 -56
L3 N79'18'46 "W 15,87 L15 N15'21'22 "E 11.99 \ D.B.1554 -98 PLAT SCALE: 1" = 60' DATE: AUGUST 22, 2008
L4 Noo'54'39 "W 14.01 L16 N44'14'24"W 11.19 REVISED: SEPTEMBER 25, 2008
L5 N27'55'20 "W 10.74 L 171 N87'43'32 "W 28.62
L6 N64'26'24 "W 26.20 Li8l N48'08'32 "W 18.53 LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE GRAPHIC SCALE 1"=60'
L7 N75'03'35 "W 8.54 L191 N58.31'04 "W 9.26 L25 N45'07'21 "W 12.67 L31 N08'22'42 "W 9.27 L37 N13'50'57 "E 30.66
L8 N35'22'15 "W 9.05 L201 N83'26'50 "W 13.41 L26 N45'07'21 "W 22.12 L32 N27'25'20 "W 45.93 L38 N31'41'35 "E 19.25
L9 N84'00'02 "W 20.62 L21 N83'26'50 "W 31.58 L27 N18'35'35 "W 9.47 L33 N50'33' 13 "E 7.84 L39 N15'05'00 "E 51.60 0 60 120 180
L10 N61'02'25 "W 16.06 L22 S76'04'02 "W 16.191 L261 N57'51'53 "W 14.58 L341 N11'o1'57 "E 42.31 L40 N44'50'58 "E 12.61
L11 S79'19'01 "W 12.17 L23 S76'04'02 "W 3.801 L291 N33'03'55 "W 41.31 L351 N36'47'05 "E l lil N12*50'50"Ej 21.49 SHEET 2 OF 2 12979A
L12 N69'54'07 "W 16.01 L24 N67'35'09 "W 20.35 L30 N58'41'43 "W 9.55 L36 NO2'42'40 "E 15.66 L42 N28'47'05 "E 31.56
L1 N60 01 53 W 10.55 L13 N53 09 42 W 5.05 stn RONALD DEAN 6 DEBRA T.WESNER
L2 N24'41'07 "W 21.55 L14 N53'09'42 "W q,78 ` J \ KATHY LEIGH HOBBS- PARENT D.B.3503- 611,615 6 616 PLAT
D.B.2421 -56
L3 N79'18'46 "W 15,87 L15 N15'21'22 "E 11.99 \ D.B.1554 -98 PLAT SCALE: 1" = 60' DATE: AUGUST 22, 2008
L4 Noo'54'39 "W 14.01 L16 N44'14'24"W 11.19 REVISED: SEPTEMBER 25, 2008
L5 N27'55'20 "W 10.74 L 171 N87'43'32 "W 28.62
L6 N64'26'24 "W 26.20 Li8l N48'08'32 "W 18.53 LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE GRAPHIC SCALE 1"=60'
L7 N75'03'35 "W 8.54 L191 N58.31'04 "W 9.26 L25 N45'07'21 "W 12.67 L31 N08'22'42 "W 9.27 L37 N13'50'57 "E 30.66
L8 N35'22'15 "W 9.05 L201 N83'26'50 "W 13.41 L26 N45'07'21 "W 22.12 L32 N27'25'20 "W 45.93 L38 N31'41'35 "E 19.25
L9 N84'00'02 "W 20.62 L21 N83'26'50 "W 31.58 L27 N18'35'35 "W 9.47 L33 N50'33' 13 "E 7.84 L39 N15'05'00 "E 51.60 0 60 120 180
L10 N61'02'25 "W 16.06 L22 S76'04'02 "W 16.191 L261 N57'51'53 "W 14.58 L341 N11'o1'57 "E 42.31 L40 N44'50'58 "E 12.61
L11 S79'19'01 "W 12.17 L23 S76'04'02 "W 3.801 L291 N33'03'55 "W 41.31 L351 N36'47'05 "E l lil N12*50'50"Ej 21.49 SHEET 2 OF 2 12979A
L12 N69'54'07 "W 16.01 L24 N67'35'09 "W 20.35 L30 N58'41'43 "W 9.55 L36 NO2'42'40 "E 15.66 L42 N28'47'05 "E 31.56
Entrance for two (2) existing lots.
Attachment C
D
Looking east, downhill along Park Road from existing entrance.
Attachment D
ROGER W. RAY & ASSOC., INC.
1717 -1 B ALLIED STREET
CHARLOTTESVILLE, VIRGINIA 22903
TELEPHONE: (434) 293 -3195
FAX NUMBER: (434) 293 -4202
E -MAIL: RWRINC @EARTHLINK.NET
Brian S. Ray, LS
Roger W. Ray, LS
Albemarle County Planning Commission
401 McIntire Road
Charlottesville, Virginia 22903
Attn: Bill Fritz
RE: Tax Map 56 Parcels 45A & 45A1
To Commission Members:
Land Surveyors
Land Planners
August 25, 2008
As an agent for the property owners (Robert L. Martin, II I and Paula K. Martin), and in accordance
with Section 14 -225.1 of the Albemarle County Subdivision Ordinance, I am requesting a waiver of
the strict condition of Section 14 -404.A requiring that proposed Lot A, proposed Lot B, and proposed
Lot C, as shown on the attached plat, shall have access to the building site from only one street
established at the same time as the subdivision, for the following reasons.
The lot only contains 2.39 acres and is encumbered by a 100 foot stream buffer along the
eastern boundary. The existing house is located about midway of the lot that does not contain
the stream buffer. There is not enough area to permit an internal street to serve lots on this
property.
2. The predominant development of lots along Park Road (St. Rt. 1204), in this vicinity, is for each
lot to have access to Park Road (see attached tax map sheet).
I met on site with Charles Baber of VDOT on August 20, 2008. His assessment was that each lot
has a location for a private entrance.
For the above concerns, we believe the waiver of Section 14.404.A is justifiable and also meets
the standard of good land planning. If you need additional information or copies, please do not
hesitate to contact me.
Respe ully,
Roger W. Ray, L.S.
copy: Robert L. Martin, III & Paula K. Martin
Attachment E