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HomeMy WebLinkAboutAlbin Village Subdivision Opequon District - Backfile (2)COUNTY of FREDERICK Department of Planning and Development John T.P. Horne - Planning Director Stephen M. Gyurisin - Deputy Director 703/662-4532 February 21, 1985 Mr. Christopher A. Moulden Vice President Valley Mortgage & Investment Corporation 2400 Valley Avenue Winchester, Virginia 22601 Dear Mr. Moulden: This letter is to confirm the Frederick County Planning Commisision's action at their meeting of February 20, 1985: Approval for Albin Village to subdivide 47 single-family detached cluster lots, state -maintained roads, and required open space on Route 647 in the Opequon Magisterial District. If you have any questions regarding your subdivision, please don't hesitate to call me. Sip.gerely, T. P. Horne ctor JTPH/rsa cc: Mr. Chuck Maddox Gilbert W. Clifford & Assoc., Inc. 9 Court Souare - P.O. Box 601 - Winchester, Virginia - 22601 COMMONWEALTH LTH ®f V IRGINIA RAY D. PETHTEI COMMISSIONER Board of Supervisors County of Frederick P. O. Box 601 Winchester, VA 22601 MEMBERS OF THE BOARD: DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, 23219 January 24, 1989 Secondary System Additions Frederick County OSCAR K. MABRY DEPUTY COMMISSIONER As requested in your resolution dated October 26, 1988, the following additions to the Secondary System of Frederick County are hereby approved, effective January 24, 1989. ADDITIONS ALBIN VILLAGE Route 1150 (Albin Drive) - From Route 1048 to 0.01 mile East Route 1154. Route 1151 (Tunis Court) - From Route 1150 to North cul-de-sac. Route 1152 (Morgan Court) - From Route 1150 to North cul-de-sac. Route 1152 (Targee Place) - From Route 1150 to South cul-de-sac. Route 1153 (Karakul Court) - From Route 1150 to South cul-de-sac. LENGTH 0.27 Mi. 0.04 Mi. 0.05 Mi. 0.06 Mi. 0.05 Mi. TRANSPORTATION FOR THE 21 ST CENTURY Board of Supervisors January 24, 1989 Page Two Route 1154 (Columbia Circle) - From Route 1150 to Southwest cul-de-sac. 0.09 Mi. Sincerely, Oscar R. Mabry Deputy Commissioner 9 SUBDIVISION REQUEST Albin Village- 47 Single -Family Cluster Lots LOCATION: Route 647 MAGISTERIAL DISTRICT: Opequon ADJACENT LAND USE AND ZONING: Residential and Open Space Land Use and RP and A-2 Zoning. PROPOSED USE AND IMPROVEMENTS: Subdivide 47 Single -Family detached cluster lots, state -maintained roads, and required open space. REVIEW EVALUATIONS: Highway Department - (see attached letter dated February 6, 1985) Sanitation Department - Water and sewer lines may require additional easements. Stephens City Fire Company - Request that the following be made mandatory for the developer to do: 1) erect street signs 2) display the house number so they can be read easily from the street Planning and Zoning - Plat is drawn in conformance with the approved Final Master Development Plan. Deed of Dedication has been reviewed by the staff. Revised plans have been submitted to VDH&T and the Administrator will not sign plats until final approval of the plans is received. i STAFF RECOMMENDATIONS: Approval, subject to any minor changes required by VDH&T and Sanitation Authority. COUNTY of FREDERICK Department of Planning and Development John T.P. Horne - Planning Director M E M O R A N D U M Stephen M. Gyurisin - Deputy Director 703/662-4532 TO: Sanitation Department V , ATTN: Mr. Wellington Jones Stephens City Fire Company , ATTN: Mr. Frank Welch, Jr. VA Dept. of Highways IS Transportation , ATTN: Mr. William Bushman Planning Department , ATTN: Mr. John T. P. Horne Zoning Department , ATTN: Mr. Stephen M. Gyurisin FROM: John T. P. Horne, Director DATE: December 28, 1984 SUBJECTeview Comments On: Conditional Use Permit X Subdivision Rezoning Site Plan �Sol are reviewing the enclosed re4uest by Albin Village or—tiieir representative, C. E. Maddox 667-2138 Y Will you please review the attached and return your comments to me as soon as possible. THIS SPACE SHOULD BE USED FOR REVIEW COMMENTS: Water and sewer lines may require additional easements. Signature Date 9 rnlIrt D n D-- 4ni 774nI COUNTY of FREDERICK Department of Robert MEMORANDUM OjjI/665.565' ! i JU14 9 I VA. Dept. of Highways & Transportation , ATTN: Mr. William H. Bushfinah. U U L-11 _ B Y. rMytatTairwr ty , ATTN:ieTi�tt . Inspections , ATTN: Mr. John W. Dennison Stephens City Fire Company , ATTN: Mr. Frank W. Welch, Jr. Planning Department , ATTN: Mr. Robert W. Watkins Zoning Department , ATTN: Mr. Stephen M. Gyurisin FROM: Robert W. Watkins, Director DATE: June 1, 1986 SUBJECT: Review Comments On: Conditional Use Permit X Subdivision Site Plan Rezoning We are reviewing the enclosed request by Albin Village Subdivison or their representative, Charles E. Maddox, Jr., P.E. 667-2139 Will you please review the attached and return your comments to me as soon as possible. THIS SPACE SHOULD BE USED FOR REVIEW COMMENTS: ADnroved for water and sewar_ Signature . OF 9 r.rnirt Cnnare - P.O. Box 601 - Winchester, Virainia - 22601 1�� CGS COUNTY of FREDERICK - G Department of Planning and Development John T.P. Horne - Planning Director Stephen M. Gyurisin - Deputy Director MEMORANDUM 703/662-4532 , TO: Sanitation gtpartment , ATTN: Mr. Wellington Jones Stephens City Fire Company , ATTN: Mr. Frank Welch, Jr. VA Dept. of Highways Transportation , ATTN: Kr, Killian Bushman Planning Department , ATTN: Mr. John T. P. Horne Zoning department` , ATTN: Mr. Stephen M. Gyursin FROM: John T. P. Horne, Director DATE: December 28, 1984 SUBJECT: Review Comments On: Conditional Use Permit % Subdivision Rezoning Site Plan We are reviewing the enclosed request by Albin Village or their representative, C. E. Maddox 667-2138 Will you please review the attached and return your comments to me as soon as possible. THIS SPACE SHOULD BE USED FOR REVIEW COMMENTS: Signature Date 9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 j COUNTY of FREDERICK w �c p6 Department of Planning and Development John T.P. Horne - Planning Director Stephen M. Gyurisin - Deputy Director ins M E M O R A N D U M 703/662-4532 TO: Sanitation Department , ATTN: Mr. Wellington Jones Stephens City Fire Company L40101 ATTN: Mr. Frank Welch, Jr. VA Dept. of Highways & Transportation , ATTN: Mr. William Bushman Planning Department , ATTN: Mr. John T. P. Horne Zoning Department , ATTN: Mr. Stephen M. Gyurisin FROM: John T. P. Horne, Director DATE: December 28, 1984 SUBJECT: Rev Comment-A0 Conditional Use Permit % Subdivision Rezoning Site Plan We are revie w+ the e hse �,�e4uest by Albin Village 5� or their represe E. Maddox 667-2138 Will you please review the attached and return your comments to me as soon as possible. THIS SPACE SHOULD BE USED FOR RENEW COMMENTS: Elease provi rip its a plat@ with hnimi, niimhars nsmigned Respectfully request that the following be made mandatory for the developer to do: 1) erect street signs and 2) display the house number so they can be read easily from the street. Thank you for your attention in this matter. Signature Date December 31 1984 9 Cnurt Sonare - P.O. Box 601 - Winchester. Virginia - 22601 K_ !, COUNTY of FREDE ICK Department of Planning and Development John T.P. Horne - Planning Director 14 IM E M O R A N D U M Stephen M. Gyurisin - Deputy Director n ; 703/662-4532 TO: L.. hwa s , ATTN Mr. William Bushman Virginia D6pt'01746 fi Planning Department , ATTN Mr. John T. P. Horne Zoning Department , ATTN Mr. Stephen Gyurisin Sanitation Department Z, ATTN Mr. Wellington Jones Stephens City Fire Company , ATTN Fire Chief , ATTN FROM: John T. P. Horne, Director Date July 6, 1984 SUBJECT: Review comments on Conditional Use Permit Subdivision I. X Preliminary Master Development Plan We are reviewing the enclosed request by Albin Village or their representative, Charles Maddox 667-2139 Will you please review the attached and return your comments to me as soon as possible. ---------------------------------------------------------------------- This space should be used for review comments: Sewer and water is available to this site. Developer will have to extend lines. i Signature Date n r, - - -- -- C, - ---- -- n n n-11 <ni - \lI/:nn{+nctcar Virginia - 1)10; I GILBERT W. CLIFF ' & ASSOCIATES, INC. 20 South Cameron Street P. O. Box 2104 WINCHESTER, VIRGINIA 22601 • � 4 LrE`ff'4&.'M ®G UG° ARSOMO ML A WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the. following items: ❑ Shop drawings ❑ Prints ❑ Copy of letter ❑ Change order ❑ Plans ❑ Samples ❑ Specifications Same- .. �® s ~ THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval 7�4r your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑. PRINTS RETURNED AFTER LOAN TO US REMARKS E:x (—L 174 it 2 f! .5-S C n2 tf thy) ) aA L 5 zu tyi(E . COPY TO,._�- STie%�%SN y �P( �G-� SIGN : r0ODU6f240 ®Mc G"" KM gpyp If enclosures are not as noted. kindly notify us at F=rc A -Pi A LYSIS � � �' F� � PIRCCLC•33.30 K • • iR7 • '�'a' _-=a.r_.,-%) �, //+ •"'e�7.7 ...:.. 1' e 'el �• ."N e�� �.•r,y -LA f♦� / / t=• rljyVU ...apt 1�«rC,��f G'. �ry�t} f� (- i:?''-rtt,•l.... ,�/�`. � 7 ��, F � \J 4 C f r_n•- >00/_. I�i__�_,,,t•' �lr_ir T _ I i�iiEi:✓,c..' � �v. "ri w�i�� , I . �� r^,. ��\ /`i•',. ,� � �:. 'I....\�• r,., 'rr, r � f'=J1.`.�ii ,. � � /ie> / � ' 't"� � i i . �j t� \��r"'�,-` . �.. -''y�. �r;C. /ti: �' -\' ',� •:1...5"'rr �i fir:. ,/•;�,..', .• �„�l� •, �' �• .�,�. � -I :l - ��/�_ r NOP-T44 0.71 �-37 T. I 1 tAT?c E>� i{ -' (> F�2 c.4�N v2�VE 2� 14 MIC,! sTj-:pq-fa c.,711 INTX Fi2c�tlr`� p�-I�IC� t�r•N? 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"�C `-�aO .. \ /r lk �\\J✓ /� (I� �•-_..,�% ; � 1 j/ 7<51 %�, �� � �',� t0! �V�//�11��`L. `O`� y� \�J _ �J'� ��` � �, r Q,�� �-�'� ;�� •,� ` 1�, ._� \�� �,/ � - \ l,r�\ yam'. � `, �, IF 10 fly 648 11.41, ! - i �/ '"� •> ^ 1 r 57••./.. ll ``.1•. °• _ T_ ; rors. r 1; �.f`'•:� �,.._ /' � ,�-;•�_, .. _ �. •.•lam, _ � -� � �-_(/ / ���\• / Stephe {City' .r` Radio °y f ' r,,�^ {BM i • w '= °o • a Facility 40 r air 1 G(ee Fail/ .% .t• I :\�qt o •`�'� ^— r i-•/ it 63t;r�, ';� • v �'�� ,.. t. •� / :���, . �`• , ��:. - �•� ° /1'4 , �-/ `•:. -I i % /�+' •TE pJN�_ ' .• .. o j�� 'mil it "% l , O', ' Y..: • R �i' 8 1 '/ �..• _ - .!1 ,��,, - ,1 \ ,.+ Q �. /� • / e . 541, 769 �— c rr 74 ° �. 7 \ �. or ,,. � �•��. of :`� ti,� �\ ��� o x'r` / ` ��� CJ/%I�� /_ •JS'a �l �' \Vi '(r� ;'—�—..ii =—r fit` �_ j ` t• , , J- : �L.I y� i� . � / ,L....- � �� _\��� P % ` �\\l� j �,(<i--:. 1,f�' o. o � j, �+ 11 u w _Pl.pfi !01011 I NG &RLIGNIENT OF THE REAR LOT AtS OF LOTS 32,33,38 & 39 SECTION 1 ALBIN VILLAGE FREDERICK COUNTY, VIRGINIA Stephe -1 City ,�'•'• �� ' ,eM 'e�% .i�r .' ' • r . •. WT• r � } ,..• ! •� Radio 1 o Facility .• "(LOCATION LOCATION I .� MAF r:1 SCALE s 1�� • ZOW APPROVED BY FREDERICK COUNTY SANITATION SUBDIVISION ADMINISTRA 0 TE �— ALBIN MLL E SECTION. ONE r TE e Y171.9%� T.1' The above and foregoing subdivision of the land of Valley Mortgage and Investment Corporation as it appears in the accompanying plat is with the consent in accordance with the desires of the undersigned owners, proprietors, and trustees, if any. ._�- ---- ----------- SURVEYOR'S CERTIFICATE I hereby certify that the land contained in this realignment is a portion of the land conveyed to Valley Mortgage and Investment Corporation by deed dated September 15,1980 and all of the land conveyed to Valley Mortgage and Investment Corporatio,, by deed dated November 17, 1980 said deeds are recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 526 at page 584 and Deed Book 529 at page 421, respectively, ectionnl, Albin Village is recorded by deed dated September 3 ; 19 , /iqfteed Book 602 at page 252. David M. Furstenau, L.S. FURSTENAU SURVEYING STEPHENS CITY, VIRGINIA 22655 OATE:4U(�;• /gi 1997 SCALE: DWN. MY: /o �7Z v CURV NO. RAO. DELTA ARC TAN. CHO. CHO. 8R6. 1 50.00' 53CS4'07" 47.04' 25.42' 45.32' 5 89°15'42"E 2 50.00' 119001'27" 103.87' 84.92' 86.17' N 040161220E 3 350.00' 11000'47" 67.28' 33.74' 67.17' 5 S2043007NW 4 350.00' 08029'04" 51.83' 25.96' S1.78' S 69028'03"W 5 25.00' 58015'15" 25.42' 13.93' 24.34' N 77009'47"W 6 50.00' 57004'02" 49.80' 27.19' 47.77' N 76034'11"W NO. 1455 SUF"q KARAKUL COURT (40'WIDE(@ oss 32—R w'—i m N �— 33—A 8,075 �ry 8,360+ 7po46�48"F� ' N 613521041E 48.10. fTo..M ry 1 STEM 39-R� 38-R m ' 2 10,153 4 .. 8, 466 4 r W l N I � 5 1-1 O4 LOLUMBIR COURT (40' WIDE) 3 PLAT SHOWING NOTE: This realignment does not affect A REALIGNMENT OF THE REAR LOT LINES OF sanitary sewer easements or any LOTS 32, 33, 38 & 39 SECTION 1 other lot areas in section I ALB I �J VILLAGE Albin village. FREDERICK COUNTY, VIRGINIA DATF: AUG. 18,1987 ' FURSTENAU SURVEYING KALE: j "=5Q DWN. BY: STEPHENS CITY, VIRGINIA 22655 20 -� � CA cl, 00 4,0 Z Z> a mti Sce / L 1 Li 1 1 1 y` \ IJ \ 1 1 2•tj ' 62 141 , or) CA I /E foL L gAll R o 11 tEfE 1/ 0 ,R • FAD e `I' 4\ � D��• Al DUB 7- E T 1 , °s RpL r6 , \ ffG•�• Y"4✓� b s g $, G�� f3 20 \\ � G �3 0 • �4 a � , C e. y (v e N , J(f /• i2' AlaILI -., - — - .h , .41 , i , JQ FINAL PLAT SECTION ONE ALBIN VILLAGE OPEQUON DISTRICT FREDERICK COU NTY, VIRGINIA DECEMBER 14, 1984 Stepkhe `Ci •; • ' =. ++ Radio t fBM 1 i • {r o Facility • i ,,ry�, •c 'F ,�' :� • % LOCATION MAP 6 SECTION �"E E •x °; '.; ra . SCALE: I s APPROVED BY Frederick County Sonitation Auth. Date 3 PI an^in; Commission Date / _Subdivision Administrato Date .-- Va. Dept. of Highways Date BOARD I OF SUPERVISORS DATE OWNER'S RTIFICATE The above and foregoing subdivision of the land of Valley Mortgage and Investment Corporation as appears in the accompanying plats is with the consent and in accordance with the desires of the undersigned owners, proprietors, and trustees, if any. Pe4e,,. All property owners in Albin Village are required to belong to the Albin Village ome Owners Association. The Association is the owner of all areas shown as open space on the attached plat and is responsible for the maintenance of those areas. l property owners must pay an annual assessment to pay for this maintenance. This fee and all other rules of the Association are set forth in the Restrictions and Covenants attached hereto. A copy of the Final Master Development Plan for Albin illage is on file at the Frederick County Department of Planning and Development. SURVEYOR IS CERTIFICATE I hereby certify that the land contained in this sub- -'1� ivision is a portion of the land conveyed to Valley Mortgag O d Investment Corporation by deed dated September 15, 1980 j* P. DUANE d all of the land conveyed to Valley Mortgage and Invest- 0 BROWN •.+ 0'-0A= 10. nt Corporation by deed dated November 17, 1980, said deeds NO.1285 ecorded in the Office of the Clerk of the Circuit Court of ederick County, Virginia in Deed Book 526 at page 584 and 421 respectively ed $ook 529 at page.Q�...- ZAMD 15. aue Brown. . REV. 1- IS-eB tilbe t v zlmaasoe. Inc. ow"We" - uwa w oww ws ! wMevsrt.,a +.e-<: C" '... a 00'.. CURE TABLE NO. Q RADIUS ARC TAN. CHORD CH. BEARING ,1 08034'11 270.00' 40.38.1 20.23' 40.35' o " �11 27 29 2 27 7'11" 270.00' 130.16' 66.37' 128.90' S29°33'10- 3 04007' 14 330.00 23 73' 11.87 23. 73' S41018' 09" 4 20" "38" 330. 00' 1.18. 52' 59.90 117, 88 ` 828057' 1;3" '5 90°1818" 25.00' 39.40' 25.13' 35.45' S63°48'59" 6 90°" 25.00' 39.27' 25.00' 35.36' N26001'56" 18°2?'47" 2500' 34.24' 20.41' 31.62' N58011'57" 8 54028'17" 50.00' 47.54' 25.74' 45.77" 1`170011'42" IR 9 45034r56" 50.00' 39 78' 21.01' 36.74' N20010'05"b 10 5705714r," 50. 00' - 50. 58' 27. 6Q' 48. 45 ` N3 i° 36' 16" 11 1,21 t 6n 50.00' 31. 72' 16.41 ' 31. 19' H78045' 39 12 47°03'23" 50.00' 41.15' 21.82' 40.00' S59029'10" 13 16056`24" 50.00' 14.78' 7.45' 14. 73' S27026` 16', 14 90000,00" 25.00' 39.27' 25.00' 35.36" S63058'04" 15 10005233" 25.00' 44.02' 30.26' 38.55' N2go35'40" 16 11 °49'46" 290. 00' 5 9.87' 30.04' 59. 77' N3 °45' 30' 17 5902226" 25.00, 25.91' 14.25' 24.76' H71021'36" 18, 96 024' 55" 0.-00' 84. 14' 55. 94' 74. 56' N52050' 21 "L 19 S6c553.��,,1 59.aC` 49.65' 27.09' 47.63' N23048.56"E 20 48007`50'L 50.00' 42.00' 22.33' 40.7$' H76O19'41"E 21 84 024' 43" 50.00' 73.66' 45.35' 67. 18' S37024' 0.2" E 22 48007'03"' 25.00" 21.00.1 11. 16' 20.38" S19015' 12" E 23 -08a3�1'5v' 330.00' 49- 14' 24.62` 49. 10' 5 0002'46"E 24. ,V7'04256 « 330. 00' 44.44' 22.25' 44.41, s30°gg'2 1"E 25 81054'12" 25.00' 35.74" 21.70' 32.77" " S68000'58"E 26 34 °43' 17" 310. 00, 167. 86' gC, . 91 ' 185. 00' #q3£019' 42"W 27 1902944" 265.00.1 .90.17' 45.53` 89.74' NR-0046'48"E 28 ' 34 �36' 29!" 265. 00' 157„ 75' 81. 29' 155. 43 ' S7202 5' 05"E 29-53036'13" 240.00' 224.53' 121.24' 216.43' S82009'57"E 310 17023'07" 215.00' 65.24' 32.87' 64.99' H64003'24"W 31 36°13`06" 215.00' 135.91' 70.31' 133.66' S89008.29"W 32 90°06`38" 25.00' 39.32' 25.05' 35.39' S25058'37"W 33 05012`44" 500.00' 45.48' 22.76' 45.47' S16028'20"E 34 0+6041'21" 500.00' 58.39' 29.23' !*8. 35' S10031' 15"E 35 06039`09" 500.00' 58.05' 29.06' 58.02' S03050'57"t' 36 06029' 30 LL 500.00' Sta . 65' 2$. 36' 56. b"?' .�+02° 43' 22lo w 37 i6025`210 - 50.00' 14.33' 7.22' 14.28` S14010'47"W 38 31050'33`" 50.00' 27.79' 14.26' 27.43' 838018'45"W 39 51046'14" 50.00' 45.18' 24.26' 43 66` S80007`08"W 40 019'34" 50.00' 52.64' 29.06' S0.25' H4304958"4I 41 3°22'42_" 50.00' 81.49' 53.04' 72.76' N33001'09"E 42 3 016 `@ 1 "' 25.00' 36. 33' 22. 22 ` 33.22' N380 04' 3 0"E 43 9055'15; 460.001, 79.66` 39.93' 79.56' N08031'11low 44 5037`1421 460.00' 45.13' 22.58' 45.11' N1017'27"W 4* 19051'59" 25.00' 39. 21' 24.94' 35. 31 ` N64002'04"IJ 46 1002'14s' 480.50' 260.02' 133.28' 256.85' S09°33'0+0"E 47 0000'00" 25.00' 39.27' 25.00' 35.36' S10021'51"E 43 3°08`06" 640.00' 35.02' 17.51' 35.01' S33604'+06"W 49 5024'05" 640:00.0 60.�4' 30.19' 60.31' S28048'01"W 50 94005'27" 640.00' 45.69' 22.86' 45.63' S24003'15"W 51 02022'22" 640. 00' 26. 50' 13. 25' 26. 50" S20049'20"W 52 4503934" 50.00' 39.85' 21.05' 38.80` $03011`38"E 53 36 °17'33" 50.00' 31.67' 16.39' 31.14' S44010' 11 "E 54 305354" 50.00' 47.04' 25.42' 45.32` S89015'55"E 55 1 9,001'10" 50.00' 103.86' 84.92' 86.17' H04°16'33"E 56 Z4014'00"°06'1l" 25.00' 35.82' 21.77' 32.84' H14010`56"W 57 600. 00' 44.33' 22. 18' 44. 32' N2805?' 09"E 032'00" 600.00` Au:37...80_' 18.51' 36.99'' fi i24 2`0.q"E ALOIN VILLAGE SECTION ONE 0 DATE- DECEMBER 14s 19841 CURVE DATA ,�'�' P. MWIE NO. im ir No sowlh Cam~ 10, � MMt ". f l iw tls MdwN.►,11M+j+. awl SH E T. 2 cyf -12 I NO. J9 1 2 4. GG S 7 68 H7 9 70' (1. (2 73 74 75 1 E 77 7 79 _o 81 : 2 -r. 34 n Q- 0001.1, 00" 150 0011 i;oGtC1!001e 10°34l3711 4��°60• �'� 11 11000'46 0:.0 25.104 " 5°15'1511 570 04' 02" cl 026' 5" 210 rl; `55111 57037 !'j'-r" 540� 4 ``4Y :" 4'4015' 4 1,. " 4r0 51'5 " OF;��9' 1 Fr it ��O 3" c11 Li'':° c_ _:' 04 u 81° L_1 bpi 66 11 7o 9! • tt 3 1 43 040 5t1'0(," 1'_!037`C-i11 �,i _' 1 �l 0::-:P 44.'30 11 RAO[US ARC TAN. CHORD CH. BEARING 25.00' 39.2 (' 25.00 3 ' . 3Fr ! I-1 -90 38' 09" 620. 00 162.2-2' S I . E2 161 ■^5' S� 25: 012441,43.20 t?. tr 318. 02 L,O5051 51 3 ,4 (y C�.J . (,yO f �4 . t' 1.' 3C•.r ■ 46' 0 6 c2' 44 . _I� r• 55!•-ram r11 �J� ��° tii �I fir' 1' 1�1 GJ�N0/ �. ("J. r5 c: +.. . _1 1•_4■.F� nC-3 f�! ��L�y F4_ IS,6,r 0 8!01:4111. .,ter r1._ :; �i � Y 3t-10 . �i0 67. 27' 33.74' 67. 1 ' ` 524� 43.0 00; 111, 3•.)F.le 51 a ['• 1' 25. 96' f�� 51 ■ 8' -3654028'04"l, 11 (,'�1f�-1' 25. 00' 25. 42, 13. _ -.5 ` 24 ■ %34' ICI t 09' 4 r "W, 50. 00' 49.80 2(. °31111 tIr 50 Q-1 ' del, P1 55! J ! �•. rQ / 51r 50.Li0 1�.�►�' �■ 2 19.08' r•1=,Q2f./4L"1 -J 50.00" 50. 29' 43. 20 260:e' 1' 1111 E 50 00' � F3! 4 ( '..' r_ •..1 , rr 25 FO' a 85" [} ._I a r_� t 'S6 -rQ )7"2-r Ie; .,,� r� r:. c. ( .= � E 50. 00' `,8. 63 20. 33" 37.67 F14' 04747' 1 4"E 25, 00' 21.32' 11.:_6! G0. -•! lJ-10:-'5"'1 S " E 390.00' F . 96 ::. 48' 6.96' N740:20' 34 "E 3�-aft , «O 1, 61. 07' 30. f 5' r 1, ;1 t•J69019' 23"E ! a0 2 3 I 6_...,1 nr�/ ti�1. r''...L �2, �. � 25! r ha�,�iQ14' lt'1/E 390.00 , 65. 05' , �'� . � �� ` 654 . �-+3' N500 52 l55 E 390. 0l01 16'.801' L . 4C 16 80' t1E 25. 0G' 35. :'4` v1 • tic' 112. 4i• + {rJ.}41or5�2`h11 N-0400 /►�,9"E �y 2JrM•_0 :�i.��.9 13.611, nr� rrc/ = . r••-4Q2�!14111'J `T _ rz 10� 00 27851' 13 E�-3 n 814 S-00007/ 1511 330.00 13•.5.12 Gr..•J2 134.18 S14°1r,`�i"t'1 330. 00' e}.^-,.516 �r2. ail' _C 43.r. 9r_' tit=�r;oG �,l2 ' ;;34�. Gill C'• 1C! _It�i. _r.l ��_I. �.:: -2 2" 5I0.. 310' ti _ H 14017'.,!�111J VDH'',8)T NOTE: HE VDH a T IS NOT RESPONSIBLE FOR THE DESIGN, CONSTRUCTION, OR MAINT NANCE OF ANY STORM WATER DETENTION 13AS1 NS THAT MAY BE REQUIRED. AR E AI IN LOTS ARE Aj IN ROAD R/W AREA IN OPEN SPACE AR EA NUMBETOTAL R OF LOTS AVERAGE LOT AREA NOT S 11.265 ACRES 3.497 ACRES 2. 6 1 7 ACRES 17. 379 ACRES - 47 101 4 4 0 eq. f t. MINIMUM FRONT SETBACK = 25' (unless othe�ise specified) MINIMUM REAR SETBACK= 25' MINIMUM SIDE SETBACK 10' 1. Bo ndory Survey by Lee A. Ebert, C.L.S., Aug. 25, 1980. 2. Lots are Single Family Detached Cluster.. 3. Al Lots subject to a 10 foot $lope and Drainage Easement along of Rights -of -way and a 10 foot Utility Easement along all Proporty, Lines. 4. A I I streets as shown herein are hereby dedicated to the public use. Ww 81 r/.?'/MQx 2 Mac• TYPICAL SECTION TjRU I6 DRAINAGE EASEMENT a R/W A LBI N VILLAGE SECTION ONE DATE, i DECEMBER 14, 1984 CURVE DATA REV. 1-18-85 gilb*Tl x cliff ' Jse-cia es, tnr- ' R�IarnctTe .. W+D Pt.R.HNlMf t wave.uRw n,.... " Drt.■ 2 $outh Cert ..w ...•.. ��--q V.V114 21401 (M) 0p-III$ WWroh.%l.r, y"11 29.01 (103) w-21H vhLTJJ } P. DUANE ��A BROWN 0�497 NO. 1285 NO 5J' SHEET 3 of 12 S.R. 647^- 40� R/W / s 09 •• E - �'•` N6Y4 'f EN 7?006. E . loa// O7�/O'04~NP9.B6N -OPEN Bo3 �• �Se�SPACE A s 8go�7' ,-5_05 sq. ft. o �2b 's• !'?' w ' `- `� 70' 10_ ., w S 64 11 S 72 06 4 3 - 66.64 , i 55.98 - 103.57 e' q ,p 10, 065 sq. ft. SETBACK 20,066 sq. ft. �� _ �\__ — ,/ ,/'�'�//�y� LINEj'- OPEN ,1 SPACE "E 5, 032 sq. ft. 0 V OPEN SPACE �F�� 2, 738 sq. ft. 75039'U W -:� 131.II'— N 8702237W — 25.00' \ 9 0 \9,727 sq. ft. 1 Za• \V, "o6,70,3 v h L. � �0 ft. O, F� F 57. 71 ai 73.26' 501 R/W - 109. 151 _-__: s / �t� Leo '0j GoF n Cn 4 Z E35= 71001156 E ALBIN DRIVE rk Z OPEN SPACE �e va- o Z! a 1. All Lot3 su 6iecr to a 10' Slope and Drainage ement along all Rights —of —way and a 10 Utility Easement along all Property L 2. No housing shall face Albin Drive. 3. Min. art Setbbaaccik=25 (unless otherwise specified. Min. Side Setback =10' i • r- '' �' 047 y8 w Martha A. Brendle ok ALBI N VILLAGE SECTION ONE DATE: DECEMBER 14, 19841 SCALE * ; 50' 1 REV. 1-10-95 IV 611bert w c1iffpr.i ii..►�riaxee, inc. Sop P. DIJ E BRO NO. "85 r `� GNo 5J� S.R. 647 � 4Vol 3. � tis Sc OPEN SP ,. eo 505 sq- ft 4.4 d8. #W"$ a es-00•. Z o T4.84 a� — —4�°� ;s\ 8 800 sq ft. ,>ry lot 12 12v755 sq. ft. s 19 r °8 w /� � TYP. SET BACK LINE %12a°O �o�g j I 5d RADIUS (i 13ti ) 18 », e) \ e 3 8,0 23 sq. 0 c 19,848 2 .sq. o I , ,.9 17 0 N 71*01'56"E / S 2C O' 5 b / 16 • M ' 18.000 sq. ft. �, 12,784 sq. ft. a� �o Z Z D 1-- M� Y 75. 00 14 0. 24' N 710 01 ' 56" E --- 310.00' _ ALBIN DRIVE ti 50' R/W 159.46 OPEN SPACE "B" $ W_ Min. Front Setback z,25' o O 15 (unless otherwise swkfled) 00 I 12 747 sq. ft. W Min. Rear Sd bock = 25 ° C L_ _ 4 min. Side Set back =1 O' o ~ < N S71001' 56 " w N 182.35, _j -- a AllLds s d to a 4d Slope and, Droina -Easement LtJ a long al 1 i�jhts - of - % oy and o nd 11t 11 ity senlent O along all Property Lines. `2. No housing shall face Albin Drive. I iL ALBI N VILLAGE SECTION -ONE DATE: DECEMBER 14, 198 SC.�LE' 1"= 50��© P. 1)ttA[lE REV.. 1-1 d-AS RROVYII g smart' W. steer inc Ill. 2?!!5 lN6 dq6 — uwo PLA14MMS swvtFroos uTID 8• Sc+i,�t Gran �enyt Q"' Y+'o� �r•sp �-rrrta ww�ti.� rr��, zz� ��osr e•z i,m ..fR- r•r �, .-s I v v- N �0 66.0A� z` w I 50 RADIUSI 21 '121 8,185 sc - ft. i0,* 13 I 9, 785 sq. ft. N 6Fo3e� I 00 L 43 DEMENT \ -,,�4ev \ 14 , 080 sq. ft. O \ o J " u �P "? NET 25, \ �0,,12, 939 sq.ft\ s Min. Front Setback =.25' S 03 (unless otherwise specified) min- Rear Set back = 25 1 Min. Side Set bock =1 O' i , Ail Lots s bOd t0 a �d Slope and, Droino a •Easement ON all �t�ghts-of -1 cy and a 10 lhility �sem¢nt along all Property Lines. - - 2. No housing shall face Albin Drive. - c m a 0 m m 0 U. OPE N SPACE D 2,878 sq. It. 10' SAN ITA 11 SEWER AY 'T 16' 09AINAQE ESM T A L. 61 N V I L. L. A G E SECTION ONE ��LS&U'� D�� DATE,, DECEMBER 14, 1984 SCALE; I = 50 ��' P. DUANt: r REV. — 18-85 C BROWN �+ Silbert w. can ' a iates, inc-NO. 1295 1w-c okra cld.r„�R W— _ . _ - n sawn comerw sww LAND Fndsr,c#sOcnq_ Yirypnw T7Wt (7'OS) 8ff-tt YS MMenra�r, rkWM+ t26ot (TOS) itT•Jt7� SHFFT E of 12 Martha A. Brendle -' � Q S0, a/, OPEN SPACE n8n IN, 0 21, 2 29 sq. f . TY . ETBACK C LI M db DO as -- ♦ 5 / \ V3 out lot "A" 11,307 sq, ft. ��„\ 11,575 sq. ft. o ( �i? 41 Lot 3F . 258 � �' 2 �� 6 19,499 sq4 ft. I I I ti G�e J $ �P 5 �6� • ? , •..t l.» •.. c in. Front Setback =e25' 39 (unless otherwise s fied)' Q Lot n . Rear Se! bock a 22 \ \ 1- 257 _ i� S in . Side Set bock = 10 1. All Lots s�b�e d too d Slope and, Dr sins a Easement ��- along of Rights -of -%Yoh and o 10 Utility Tosenont Lot along all Property Lines. - 256 2. No housing shall face Albin Drive. ALBI N Vl LLAG E SECTION ONE DATE: DECEMBER 14, 1984 SCALE: I = 50 ��� P. DUANE IE v . 1— "18 — e'S � V BRO,.a�N�...r..-� `filbert w `, aamloe4atee• inc- N0, 12135 4t. li EMOegi$1t8 -- IAK�PI AN*1ER5 fVflVEYURa �� IeS� ISO-C Or,;. Greeft—ri PeEAND eve st=vet e +rF•_Y eb,erg Y4: ��,: 2.^aGt 1709� !9i-D7t5 m +�..roaamY➢ey -,s 2.�:.,� iTi�t Bti> 1t3i ��:-...ww.raa......rr.... .�+.w... :.,•...<a�.mw.�-.•ter -. .. �......�,ar_...�r.....+a....:,-+w.�,ew.,-w,.......�e:w+ve+..rr.-:::.,..._...:-"._.,.....-.._+.....,�•w�>t,f 5 IS. vik I i ' n 6 -� 0 i ( 3O.^^E J N 8400I'S3 W �,• TYP. SETBACK LINE � 9 IN, I ob 13 N N \M L O 0 ��o'� 1! h (\ 0,383 sq. ft. s CO �eae''/c �� f r z s cw: �c fro Min. Front Setbock z25' (unless otherwise specified) Min . Rear Set bock s 25 Min. Side Set bock r 1 O' 2 Oj ss i 16 2.4T ( - N 790 54 20 - �• �\� \ \ 2W 4 �\ I �\ s s ' 3 N I 8,932 sq.ft. N 880 W at ~ 136.47 / N 9, 72 5 sq. ft . N 83ogp'48" E •v 145. 68 ;1 I r.r .ter o ?J 8,880 sq. ft. I R: �\ ,S 841 �� •�— J 7 go I / a �l � 10,908 sq. a 10' ( SAN ITA� SEWER ESM T Ile20 I 14, 539 sq. ft. -? o° � h �►1 ES- i. All Lots s b)ed to a AO' Slope and Droino a fosernent along all fights -of - r oy and a 10' LA i I itr Ssemont along all Property Lines. 2. No housing sho l l face Albin Drive ALBIN VILLAGE SECTION ONE I"IATE : D'ECE AMER 14, 1984' SCALE- F = 50' REV. 1 - 18- 85 Wilbert w. clif f, iatee, Inc. • EMONFERt— LAND PLANNERS BIIRYEYOAS 10 Souks Cv*v0n sty ->'. r pro a i r40! (` tA8 W:: ,I%Ak' W, ,., v' a'r 7 t., OWAis OP =ot F. DUANE r N0. 1285 �� L1 ND 5J a� 82' \ ml 4 b /� 6�' I I� I � 27 j1q815 sq. I I a J= N 0 in sn z I I TYP. 2 60 II2[ 4OQ sq. fq I 1 � I n I I In M L� • �,I+ •-- L 60 -oS 34008_,09,w ^R /-W50.00- RT 57,COU 40 KAAKUR - -- Uno i la \ r 914 1 110,393 u sq. ft.eke, 613 (� r I / N —I I O h ^ ` -.8,532 sq. ft. ; �o M 140,n 4� '4y Z�1 16� D� AGE f I I 13519, 865 Isq. ft. I L J Min. Front Set bock = 25 —' (unless 1's:t•.arwjse tpg-J1ed) �A+Nr► Rear Set bock 25 Min. Side Set bock = 10' / . , i . All Lots sd b a tO' Slope and Droino a &Eosement along oil" ts - of - . ay and o 10' t/t i I ity �semont o long • all Property Lines. 2. $to housing' shalt tbce Albin Olive. ALBI N VILLAGE SECTION ONE DATE* DECEMBER 14, 19841 SCALE: 1—= 50' 1 REV. I- I8 - 65 tiux"I W. l� as*s, Inc. [:+Owca�s - w+o tivr+u�i es®;, auw awow" h 00.. WwvEraas is s c«.. a. se ..: r+91e�+aese.,p, � Yg.e� (7GY1 N►-lT tiS 'rNrri+Mlw. YMykr. T`+Wl {7.]) Kt-Z e:Iti � 1 SETS K LINE m Ea 0 u m L r,. P. DUANE.w BROWN NO. 1295 0�Nvz ►TET 9 I ts- �\ 1>" I - 92 7r•. I ea fps 9 8,520 sq. ft a i J �2 30 O• \. ' p0 5 \ 5 .1, E • TYR SETBACK 3 I o ` 10 IrLINE / ` 53 \ /18j476 �%'� / 4t a� / 8,223 sq. ft 10,012 sq. ft. oti� paptNAGE ES ,� _ _ lip 71 $t-� / 116 zfo 81265 sq. ft/ 0 co $_11j11'IC, 8' 14055 sq. 17-11 ��1 �c4r �~ = 16 ,M°ESR�T A°E —1 CO L U M B I A C"s ar oe 42 � CIRCLE 2S ysa" 813 sq. ft. 7 40 R/W Min. Front Setbock =.25 (unless otherwise specified) Sy, `_`......_ \ ` Min. -Rear Sel bock Min. Side Setbock=1 O' O �r<`�o,•-t:� w'<, , 1 O ' SAN 1 TA Y SEWER ESM�T / ~" �•\ F \ \ j, AI`I Lots s d to o ttO' Slope and, Drainer e• •Eosernent-••���\ \ along all RTSts-of - �Yay and o '10 th itty senvnt o long al I Property Lines. 2. No housing shall tote Albin Drive. ALBI N VILLAGE SECTION ONE �16LTAI DATE: DECEMBER 14, 1984 SCALE' I = 50 ��� P. DUANE REV. 1-18- 85 C BROWN cinmrt w clitt MLSBOciates, inc. NO. 1295 KNOWN "S LAMo wt"s"Vivoks F � 4 s n.{ o,d• Rnrnw c* an+. x S - s. c«-. a auw O LA rm IP..*-, 'r-. h-6 V+: ypnae r'401 (M) M T'?S MFfµ1..: ... Vey •Wa 2..:ro..Jt 6dW. i6:.1'. lir .+..�+n:.v.-:. ..;..+nmu•ew.F.asw,. wc.n;wir e, mx r.:rvr> �ra -• . .. 74 ^O 16' pR�LliAOE 8 ESM T 7�-- —7 �. mW hL � o�ti / 8, 530 sq. fV 1 �860 sq. �) �� I i' �r / 12,362 m ��,� ��3 sq. ft. "' S 43038'0911W n. `6 X/ 4.? /tip / rl / 40 a°' 0 LUMBIA CIRCLE 7 40 Raw TYP. SETBACK LINE OPEN SPACE °CM 55,616 sq. ft. 01 m1 O' �-- N 59-00' 00 " E 95.36' _ 1 25.0111 2 5,01' 230.00 M 732*37'oo -w. ^, /4 •39' I �'I9 ie •' t 1 s,N�oi'3s"w S � •Y 3oa.9i Future Development Min. Front Setbock:.25' (unless otherwise specified) Wn . Rear Set bock = 25 Min. Side Set back: f O' 1 1 T ai 2TES- 1, all Lots s� d to o d Slope ands Droino a foseraent ong of R hts-Of - oy m►i o 10 Utility osemont along all Prop" Lines. 2. No housing shall face Albin Drive. ALBIN VILLAGE SECTION ONE DATE: DECEMBER 14, 19841 SCALE:- I'4= Mn� P, DUANE �',• REV. 1- 18- 88 O BitOWN �+ silt4 t .. ci ` i&fts, inc NO. 1285 1'bllFt ow. m ffi,mea» C+rvaa'v b .a�, LA1q0 5J (MI M, I Its ;.»...: 9 •a z4 vwnswat�deo«...€:�u:, ..,ensvu.: �F�.anrc-•a.�as..ewxc..,.n.a ..�n:..,ri"+.w;s�.., ra,�w,.,r c.... .z..«...�,,.<,_. '�"` DRAINAGE -��� �0 _ �It 9,7 69 sq. ft 7 TYP. SETBACK LINE O 66 _ 65 .. I COLUMBIA CIRCLE 4 63 8,� 1 '77-5 im N. DRAINAGE ,p EASEMENT ' per r 16 I ` 41 � i DRAINAGE L 'a EASEMENT �► t�: -� ��� I © OZ b1r: �� s 9 6Cx� (, e� ��; ;; I ' ( sq. Ft. i \F A 44 16; 10,177 I I sq. ft. 349 y. ft. l I a sq. ft. I �, Z y Ih I 50 �- p 1--'C±f16 DRAINAGE Sr. O EASEMENT OPEN SPACE u .0 ° E C ,+.X.,y 55,616 sq. ft.0. ION 3p �Ao Min. Front Setback =25' (unless otherwise specified) to Ain. Rear Setback = 25 F��J With. Side Setback= 10' 1. I Lots subject to a �01 Slope and, Drainage Easemenr along all Rights -of - Joy and a i0 Utility Eosernent o long all Property Lines. 2. No housing shall face Albin Drive. A LBI N VILLAGE CAT t FC: [.f IF— "T- 1 REV. 1 -18- 85 REV. 9 - 18-85 `�• gilbert w cliffs? gl sociates, inc. ENQI:JEERS — LAND PLANNERS SURVEYORS 'S0-C OIW 3rwnwkn Orly. 2072643/ Cart+.ron -2139 r+rMnck.Duep, Vlrylnla 22�01 (703) 69s-2/15 WIncM.l�r, Vlrpinl• 22601 (703) fill-2119 pLTH G��f P. DUANE C.w C r� BROWN ° NO. 1285 SAND `'. . FINAL PLAT SECTION ONE ALBIN VILLAGE OPEQUON DISTRICT FREDERICK COUNTY, VIRGINIA DECEMBER 14, 1984 \7 J53 Stepheiii City ° ism yRll .'0' �, / �, Radio o Facili (' •', •�. i WT 'ir4borIc►tow AC •J / 'ate • ,,�Z , ��� - � :•�. ?� LO ION AP SC 2 A P P BY Frede-ick County Su►:itatior, PI anring Commiss ion —___.— Subdivision Adpidnistrator Va. Dr-t-t. of Highways__ ._ The above ands Investment Corpor and in accordance trustees, if any. All property ow Home Owners Associ space on the attac All property owne fee and all other Covenants att he Village is orwilm x rego:3 on s th CERTIFICATE r � AL.BIN VILLGE —SECTION GIBE 111 Date Date Du t e Date h7ivision of the land of Valley Mortgage and s in the ac ompanying plats is with the consent si s of thew ersigned owners, proprietors, and rs in AlTin Villa eauir ion. The Associ i 1 he o plat and is pon e for st pay an annual ass ent s the Association are set e A copy of the Final Ma FrederjLck County Departig to belong to the Albin Village r of all areas shown as open ma _nt. nCe of t_.hpcP aranc, pay for this maintenance. This th in the Restrictions and evelopment Plan for Albin anning and Development. S 0RIS IFIC ,�,UM0 her f that the tained i b-'�� ivi n i n of the la c yed V ey rtgag r�► nd I tleC oration by de ted S embe 5, 1980 P. DUA`IE nd all a conveyed to Mor -age an vest- 0 BRflVJlVCorpo. deed dated November 17, 1980, sa eeds V`ti>-*� ec ed Office of the Clerk of the Circuit Cou of O N0. IclS red k un Virginia in Deed Book 526 at page 584 and eed B 29 at e 421, respectively. AND 7.-Duane rovin. C.L... IV gilbart W. cjtff'�" Inc- ;r. 1 1 0 12 CURVE TABLE NO. RADIUS ARC TAN. CHORD CH. BEARING 1 08 034' 11 " 270.00' 40.38' 20.23' 35 3110 2 l' 29 " 2 27 037' 11 " 270. 00 130. 16' 66. 37 ' _40. 128. 90' S29 0 3?' 10 !! � �+ 3 04007'14" 330.00, 23.73' 11.37' 23.73 .� S4101 '03" 4 20 °34 / 33 t" 330.00' 118.52' 59.90' 117.88' S205 7' 1:3 " 5 90 018' 101, 25. 00' 39. 40' 25. 13' 35. 45' S 63048' 59" 6 90000,00" 25. 00' 39. 27' 25. 00' 35. 36' N26001 ` 56" 7 78027'47" 25.00' 34.24' 20.41' 31.62' N58011'57"t' 8 54028' 17" 50.00' 47. 54' 25. 74' 45r 77' N70011'42"I., 9 45034 `516 " 50.00' 39.78' 21. 01 ' 38. 74' N20010' 05 "i, 1 L3 57057' 46 " 50.00' 50. 58' 27.69' 43.45' N310 36.' 16 " 11 36021'00" 50.00' 31.72' 16.41" 31a 19' N78045'3__+"� 12 47 009 r 23 " 50.00' 41. 15' 21. 82' 40.00' S 59° 29' 10 "E 13 16 056'2411 50.00' 14.781 7. 45 ' 14. 73' S27026` 16"E 14 90000,001, 25 00 / �,J. }r� 27 / :.2f c 0 ` 2•.,.0 c n r .?•J.•?F 35. S •=,63°c18'ki41"E 15 100 052' 33" 25. 00' 44.02 " L 0. 26' 38. 55' N20 ° _ 5' 40 "E lr. f 1049•'46"" 290. 00' . o 59 8 " '�0. 04 L 9. 5. 77 3 r045-' 'ik "t,- tI i 17 59 °22' 26 " 25. 00 ` 25.91 ' 14.25' 24.76' N710 21 ' 36 "" 1,1 1'1 n 021 •ccr" `ar- C.'t • •J,..1 c / ..+%�, 00 n r c+4. 14 cc J ", _"?4' c-r f 4. •.J!_+ t'�.J2°cL1 r n r1 5 21 1'1 1 �- � oc -, :.�r "! t._', _ 1 56 50 614�f ` 0. 49 . t',�i �• , F�r-;I' : f f h r 47 • 3 `-= JQ r. / C r 11 t'4� _• 4+_ 56 E - 1� '; •' 4 -, :p, r. r ��11 c 5._i0•4�1 kir p 42. 00" 2'2. ^3' 40.78' N76019'41 "E 1 8, 4 0224 43. 73. 6 45.35 67. 1 •1•_ r 24' 02 _ 22 48°Rf'0•::" 25. 00" 21 • 00" 11. 16" 20. S19015` 1 ,,"E 1061610311 0, 0 0 5-9.14" 29.6.1 59.06` S3�� ! `42 "E LY 05058r 8" _30.00' .+t■ T T' 1f• Ct 34r4' ti30 Lr17"E 25 81054' 12" 25.00' : 5. f 4` 21 0 32. f 7' S68000'58"E ',_'Y. 34043`17 3,10,00' 187a,_F=` qr. 185.00 N3r.01942"1t,i 1 92944 265, 00 90, 17'' 45, ._,:_, _'�.74 N.,ki°4r, 46 E +� ::} 006 ` 2'a 26_! , 0i t I .J f . 75 01....E 1 •J _I a 4 _' : f ::. t _! •J r- 2 �9 ci3 p:3 h,/ " � � 1 •.:+ 24 0 CIO 212 c.tir �.4 . •J � 1:� 1.24 ` / 216. 4:� �•nn 9'57 r1 ,.+'�+� 00 ± ti" f E 0 1 p'2;_;rL'i7" 215. 00 65.24 32. 87 ' 64, t'{f•,c 003''24"L-1 _ =;1 36013 06" 215. 00' 1 35. 91 " r 0. 31 ' 133. 66" S89008 `291% L'y '"'��•�i°�•�1•:,' 38" _ •� J 5 0' 2•.,� ■ �'J 9 32-' _ .:. .. ,_ 25 C r +G .y1 . E�.J JC ,= r .1 •_." r J � J2. 1 ._I,� .� .1 S 5058' �',7 %-1 _° 3 00-101.�_{' 44 " 500. 00' 45.4 -' 22. f 6' 4 5. 4 1` ' =: i 60 28 ` 20 "E •a 4 0' 1041 27 500 . 013 50 .:'_ 29 .__ . cI k° ti' 1 ` 15 11 E 500.0 C8■ 05' 29.06 CC, kL' cor57"C3 Sk3 '6 Lei o "_+` 41000` 56■ r,5 28. rr,` 5r F!` -t 20 4, ," _;7 1602��`21 "' c0a OG=i' 14.33' r .'22` 14.281 �'1�}° lki'47"t,! i 31 c- " :�10.J�1• L;:�: c .JO.Rk►' n / �7.79 r 14.2E r 27.43 r• •..+��n =:°18'45"t+3 1-19 51046`' 14" 50.00 45r 1k, 24.26' 43. 6!_,` r-_r,_7�_iQci( kic_ "4J .ff_f II.}1 r,i�i01 ::3t}1r c` kites` c h r 52. 4 r Cir,` 2_? c� c: ,� . 2 • °4 • �t_'tt`; t'�43 9 r -" �: ,°22 4'2 c- ._«, k�0' 8 r rJ1.49 c _, �"._,. k14•` 72. 7r,` 3 N3�.°01 r09""E 42 ,_.ti r,`kil 1 2•J.00 16.3•_ 2�.._� :;: ha•_+,_°ki4 -Z'O 4: 0905=1' 19" 460■ 00' f'^-+. s_,r ' " . =f3' 79. 56` NO801,' 11 t W 44 05037' 14" 460.00' 45. 1 3' 22. 58 45. 11" t 1601 f `2711W 4� r-�o�t1 •��" 25, k�t�3` 3_9. 21' 24. 94' 35. til ` t.�� o�i'-'"0411W 46 31002' 14" 4i�0. 00' 260. 02' 1 _...'.28' 9256. 85' =.09033'00"E 47 O 11 9ki kilo°•k��:1 c / 2._IQ ki0 n r 3?. �.7 c 2•J. ki0` n 35. •P6` S = l��i°21'S1 "E ' 44 �r 0 kit_,"f KJ�10C,�=� ' `}�. r 6 1-710 nc35 . ' 02 1 E ■ J1' 35.01' .733004' 4i6"w 49 05024`05" 640. 00' 60. A 30. 19" 60. 31 ` =28048'O1 "W 5t0 p-c: ,," 04 05 42 640.00' c 45 . r 9' -,- r 22.86 c -. 45. 6+ _+' r Oki:, S 24 r 15"W 51 02022"2 " r 640.00 '2 6.00 18.2.C{_r ?F,Cc' S 11-,- 041'20"4 52 45 �13 9' 34" 50.00' 39. 85" 21. 05 ` 38. so ` SO 3011 '38 " E 53 36017'33" 50.00` 31.67' 16.39' 31.14' S44010'11"E 54 5353 54 50.00 47.04 25.42 45.32' _89015:55" 55 119°01' 10 " 50.00' 10-3.. 815ol 84r 92' 86. 17' N04°16'33"E 56 82006' 11 " 25. 0►3 ' 35. R'2' 21. 77' 32. n4' N 14 °10 J 56" 14 57 04 °14' 00'" 600. 00, 44.33' 22. 18 ` 44. 32' N2805?' 09"E ,,, •.jil �p ,0 -, r r, o ,, rr.-• �� SJV I �J C.JYI r �E.1' .. o o o O r •�7._ rA>:i r• c / 1'_'•r a _" 1 r r J�'r 7 � tl._72OtiiCr�0 911 C 3 2 ALBIN VILLAGE SECTION ONE �0,"ALTH00� DATE: DEC EMBER 14, 1984 CURVE DATA ��' P■ DUANE �.• BROWN wo �ilt»rt w cLit aisles, inc. -may'•. �`_ir N0. 1285 • , 9 �4 tNC"1""IERS -- LAN') ®F.:Nsrst8 tUQVf'. Fy re'. 'rFar 11�¢ 130-C 0;60 9,wwr--w401. Terdcrirkat-:ry, V:rgirtta 2a ri4 (7Qi {SIt-2,19 Min-:•e r'..r, Y' ,... .;, ^' :: sA ;. +: ._r 2 Of 12 _ CURVE TABLE (Cont'd ) NO. 0 RADIUS ARC TAN. CHORD CH. EEA'RINO �=! i_1°F_it_i' l_iQ" ?,, c�V{' 39. 27' .���, cjC1- 35. 36' r�i-,-+"._; ` li1 "�'! _E1 1c04_1i_ifG,141" F2L=1,E�i�i' 1r"a.:ie- n1 �. ~ 161. 5' _ 70k1,�' ►_;=i' i,' 1-1y=aOG:iG:i ` 00 11 �cl V) 2•_ . 0' ^ '� 43. 20 r'=1 ' 2_ . t7 •ter ,�, c12 ` r- cp c 11 .,ci _I . � 1 _51 E _ t _�: _ 1_i°:4`37 1 _4 � ( _,c- �'L1U. ����►` 64. bl' 32.40 ' 64. _1� 52 55'4-11 :=,4;°.�. � ter_, 53 40000'00" : c70. eO 258.._ 1 1 *34. 6 7 ' 2'5?. O'q :_;f;: o`'a,09::w! =4 110CIC'4�,11 _.�44. 00 67.27' 33.74' 67. 17' S5?043'09"W! =5 0="o2'f f0411 350. 00 51.33' 25. 6' 51. 73' SG-q02ei'04"W -6 58°1c`15" 25.00' '25.42' 172-.="�•3` 24.34' fI77°09'47"111 51. 57004'02" 0. 001' 49. S0' 27. 19' 47.77` N76034' 11 "Lai, .r. ,cj C1°2f,i4_ic 11 50.9_' 44.01 23.cc 42.61' S4 rip40`4c1 W'. =':, t1p59,>=,'?11 50i RCJ' 19. c9` 9. 72' 19, 0-:1 70 57° r ; 4' ,11 .11 50, 00'* 50. 29' 27. 50" 48. 20" 326021' 11 "E 71 540:`;4; 50 00" 47 Fit' 25 r,0: c nc. -.n-,p 7; 2 1, 72 4401"47 " 50. Gill' 3. , G:ti' 20.33 37. 6(' N4800 ' 14"E ?.� 43051 `5511 25. 00" 21. 32` 11.:;G,, 2c�. gin; N50025" 181 E ,4 411°Gi1.2:j1i c=� 3;,[ai_ i' F. ,9r,' 3.48" 6..?6"` h�74°2�`�' 4"E F 1 ,ao fcr,11 Gi_ GiG9 58 .;�a�- _ 1, G10 ` - 61 . •a7 - �' : 0 7 _� r= J1.31'' � i ha6rO19'23"E E. 01009' 16" __;_ F-1 00 62. 31' 31. 22" -2 , 225 I.60014' 16"E f f CS° 33'_•._ 11, 9 0. 0 0 "ti.. 320' 64■ : C:' i/E f'i50052i55 -0 411 G_12 �'6• r 1,t:ic�` tiff5G J.r, it ^0' �.4 0 r ;=0 1r. 1_ 40_2 ha4 ��' 11"E '_=i 81000`00 25.00" 35. -34' 21. 5' 32. 41' NRZ.40 G--J /►_9"E 7301� '�•_ 25:�i�?' =1 . 1�, r,1 ` _ ?, _ _� ` .--.,4 1411W ;1 E_140S0`CiF.'' 27.85' 1.1. 9:' 2 ( <<4' SC1CIOitl i.J51i�'d 32 �_' �1 3:-:. - =E_i, c10,' 1•�"•�. 12` G,r,..�= 13 4. 1/_" �14 16 27 W `# 0_°4:4 _,kiel 50, -•c' 2c . ,,; SG1. ��' t'�14°1 f 1 AREA IN LOTS A 11.265 ACRES ARE A IN ROAD R/ W 3.497 ACRES FRONT SETBACK = 25' AR E A IN OPEN SPACE 2. 6 1 7 ACRES (unless otherwise specified) TOTAL AREA 17.379 ACRES REAR SETBACK= 25' NUMBER OF LOTS • 47 SIDE SETBACK = 10' AVERAGE LOT AREA 10, 440 sq. ft. NOTES: I. Boundary Survey by Lee A. Ebert, C.L.S., Aug. 25, 1980. 2. All Lois are Single Family Detached Cluster. 3. All Lots subject to a 10 foot $lope and Drainage Easement along all Righis-of-way and a 10 foot Utility Easement along all Property Lines. 4. All streets as shown herein are hereby dedicated to the public use. A LBI N VILLAGE SECTION ONE DATE; DECENTER 1411984 CURVE DATA gilbert w clit2 e�-clatee, Inc. MUM MATS - IAwD ftl,"Nlpi . ,.,•s r ~.sryL �e i (`Ri) ri611/S SC"va: �,. ¢'.r, V�, `-q o� �ALTN O� yf o� P. DUANE �c BROWN s N0. 1285 R (AND 5"31 S'- i F F "I 3 of 12 S R 647 ^• 40 � R/ W „E. v 11 Y6 �...�� 7s• 0,9 •• E N T2�06`�CiO E , N 7o 0 /O 34 E • IV 64 YB3. ,�8' N 07*1024"W 49.80 9.66 , OPEN SPACE '�A�� s 84c1j, ,� 27 26,505 sq. ft. 64 0 1�26_•W $14. 76. , W Ig S - 2005'43" W s TO 10_34 "W S " 1 64 55.98 - i e' Ito Q. 10, 20,066 sq. ft. \�_- _ , — _ %�ti�QQl 'I S 75°39'32'1 W ` v II .3 N 87022137"W _25_00, S 7 e01'56" \ Aw 9 S 30.0' I -0 %a \9, 727 sq. ft. 1 SS PACE 5,032 sq. ft. OPEN SPAC 2s? fi q ALBIN s 10, 00 2 sq. ft. T. -`9- oo49 o, p� p 5 7. 71_ �Z98 73.26'___ O C lot I -140 Ln S 3 0 I ' �I tom- 0 p U 6 m 101 Ln ° aD z Z F•- 100. 00' . 1 71001 56" E ALBIN DRIVE Martha A. Brendle VILLAGE SECTION ONE DATE: DECEMBER 14, 19841 SCALE* I 50' Gilbert W. cl�asss 6ciates, inc. +•�f -..l! irT«r wish Ur1r. ..: 20 So"Th Cn.".. :Y, Stirel , .r .ksnory, V�r o.... .a .: rnr (70") E.4; I Min, rr•tH� V4•yMi. 32ettt t74r �.43' 7''.49 L1 OPEN SPAC E II B11 owO���ATH Op�I' o� P. DUANE �' BROW NO. "85 LAND 5� SHEET 4 of 12 �-� - p O 68.0 t o \, \, 85.00 74.84 G �� JOO 1'= 8,800 sq. ft.10 z��/� �„ o 12, 265 sq. ft. , �D I 20 ,(z 55 sq. ft. I Q 12 /\a � S 0 19 . es°22� / 06 • � gao O 92 � ~ I ' � 50' RADNS L SO Z S R. 647 . 40` RPW IS 4 SPACE EN ACE "A•• 26 505 Sq, ft. 1 6 ,0 23 sq. t. ,In AVM rld ' -- J 71001'56"E. 100.00� )000 sq. ft. I 75. 00, t9 19,848 sq. S 50 12,784 sq. ft. — -14 0. 24' N 710 01 ' 56" E — 310.00' ALB IN DRIVE ti 50' R/W - uw _ 01 1 OPEN SPACE $1 B o o 12 , 74 7!'q. fl. mti L— — — --- "' S 710 01' 56 " W /y 182.35' ALBI N VILLAGE SECTION ONE DATE: DECEMBER 14, 19841 SCALE: F = 50- gilbert w elliatee, inc. ENGi NF FAS :i PLAN. ''IS $1 t•: Oidr G,e20 S..th Cunafm Shari 27401 H"✓• ?. 6ai (703' `A' V:AI r!4,p.LTJ1 �t P. DUANE �C BROWN NO.1295 � LAND SHEET 5 Of 1 os 8,185 S4 ft. ti 4 I '01 22 • �9 F 13 9,854 sq. ft. H S0 as s Iz \ b 10 sq. ft. I i 7J A/ N ALBIN VILLAGE SECTION ONE J DATE % DECEMBER 14, 19841 SCALE; I 50' 1 Silbert w cl, Wee, lna Y .d "Flm ENGtNEEA3 '_AND PLANNERS ga. .: 5. ;; us '50-r 01, (7,"�wich 0— ilea- .t",.9. Virginia 22001 (7,'-) 4 ++S 20 South Z`,e Str,.t Wlnch..tWr V-$nim 22601 (703i ", 2139 b 0 O b m U. OPEN SPAC E D 2,878 sq. ft. 10' SANITARY, SEWER ESM T 16' DRAINAGE ES M T 4Th O�, � 0 1� • V. DUANE 0r BROWN NO, 1285 NbLAND`'J SHEET 6 of 12 I �h A% 0� '! I �AJ� p��• ^ \ / 1 pp • .O Martha A. Brendle -- a Out 1Ot "A" b 3 a a Lot 258 2 i 2ot 57 � � F 1 OPEN SPACE B b 21, 2 29 sq. ft. 0 b a 1 \ s < 1 1307 sq. ft. A\ 11, 575 sq. ft. rj 42 G�, 46 • 19, 499 o Q� IY: o ON 90 \ T' Lot 256 ALBI N VILLAGE SECTION ONE DATE: DECEMBER 14, 19841 SCALE: I" = 50 gilbert W. C12 \associates, inc. �Y A� ? ENGINEERS — LAND PLANNERS SORVEYORs ISO-C Old. G.r:—wh Drove vmd.,ch.b"). vv7.42241l (703)69421+5 Mn.'... ALTN 0'6 P. DUANE BROWN •+ K 1285 �i �Fd L4IN S� 5 1 � i i- Of ....1,2 A 4" -;Z; Ira 2 4 79c 54,---- 24 9,72 5 '.ftft. 68! 0 4048 E- n 6 tA 83 ml 963 5twtR ESM T 19 M( zc5p 10,383 sq. ft.\ \ \OD 20 ` '� %lb ems 539 sq. <0 **/Cl 0, 4-'o' 2 ec'.. 100 Nk. 4 ALBIN VILLAGE :0) SECTION ONE DATE: DECEMBER 14, 19841 SCALE- I-= 50' fu),clates, inc. gilbert W. cliff sor 2pt.0 Gj j7, ol r f 7- 13 1 'A"� eol-s & L T ft 03:0 P. DUANE NO, 1295 L4NV C L �-'!!:ET 8 Of 12 r I, 2►� lIC6815 sq. �t. 'I - 1 Kh y 60 - 0 34008'09"W N40 Pw 50.00' COURT -, I6 Aw 14 12 10 393 W I9,8651 1 4, _ sq. f t. 0 W sq. ff. b�^ y 4-., , 532 sq. f t. ° I .7 N J gp.00 ��� .oa.w �'. 7� 16' DR N AGE 9ES M'T _ ALBIN VILLAGE SECTION ONE DATE* DECEMBER 14, 1984 SCALE: IEs= 50 gnbert w. surf aAeoclates, inc. 9MG114FERS - LA:': 3 PLANNERS 26 S x,,r - �, r• ,- M�L"r.'9N.M.Ylrpr. , LJt K4� y 1 1 h h 1 1 c 4) E a 0 0 LL . eo�iA P'A. DUANELTND. NOROWN 185. a y��� LA No 5v� Sty EE T 9 of 12 T 10 10 o in J o t, I8, 520 sq.30 .l i I Li o S� 00 50 n , 5 150 35 3? - 52, O o2� at IE ; � n 18,476 53 / fn 8 223 sq. ft. _ 10, 012 sq. ft. ti RAINAGE 56.55 �� 8,265 s ft ¢ 01; at I lj055 sq. 7777, 10 ae `seer! i0� \ ��\m Boas 16 DRAINAGE �� COLUM BI A ,o ,. q •'o • `. ':: = — ��M T 49 or �w*e \ CYCLE Z 2SS s 0 813 sq. f ' 70 40 R/W ' � i id lk 7. eb S EWERNIESM T Aeo C�o�p%fir ALBI N VILLAGE SECTION ONE sALTJHI DATE: DECEMBER 14, 19841 SCALE: I" = 50 ��a P. DU E gilbert W. clif ; nocl&tee, Inc- NO. 1285 CM 1-MCF SI 1./v;t PLAf:!,tER3 . ."s m AND r YeeYCC..�:^�ar.:.....,w. ;..�,.n..r:s ..., 5 +:-�.W.a.. un... ..r ..r-pan.-. xN.•mc, wa x.::J:i....... vXe,w:.-> .,, - •4+. d, >.,. ...:..: .. K�'r. ..�. +NYfraf�e�.' s+q&A:-.a;Y.s�Y01m1�Atl SHEET 10 Of 12 Vi 0-11 V 31--0 4 5;4�1 r 4 61v W-71 16 1 DR�MAGE a, 7 ESM T —7 v �� Still �,V-ft 04D 43 Xd 6ty /85 sq. f . 9/860 sq. f 1/26 362 305.91 , ALBIN VILLAGE DATE: DECEMBER 14, 19841 Future Developmeni SECTION ONE SCALE:. I-= 50 ciilio,,t W. C14#1- lates, Ina ENG#':1FRS -- W—'-- "' *" ", 20 3.—'h ins E 01 0 U. rANKUP. 041 ,rvwl, P. DUANE K 1285 Si-,EET 1 1 of 12 A , , v .I ram•- ......"....,....d....—,.rti.........�._...... .._.,...o.�.. ,�_._..._.._.�_ ...._.._. 16' p RAiIyAGF a /� 00 .:.}0 3 9 loon 9,769 -ft c 7 l' I .5tS.c%2 9,600 0 sq ft I ,— y F�, o o,F c cis o �F s --%r___- __ CZ. E _ OLUMBIA CIRCLE -� 75 In I m (N I N � 6 D 1 4 [19,789 ,sq. ft. s.I10,349 II �Zw sq. ft. I l I w j L J v, J ' 00 62 50 N 59°600 p0,. E ... 250' F°s'- OPEN SPACE `lC" °a Z- v_N �9qy 55,616 sq. ft. � 9 Q. JZJ F I N 47 � 10,027 3' sq. ft. I � Ia I � Jz 62_50 11 ALBI N VILLAGE SECTION ONE DATE, DEC EMBER 14, 198,11 SCALE: 1 = 50� ��� P. DUANE ��',• BROWN we w lbert W. clif: 1' a X>cl alefa, inc. � N1285 INs. ,f EPS ._, t.4 •r7 PLA'0,• a1 LAND S�Q� 'D • ..M r t= w ":..wsr «aw•z: ,>.:.r.= ...uww..+w.ws> ,,..:x..«e....-.. sx._ �._:,.. .n ,�...�....... ... ... �.w.. ..:.•., .:•w..�®r.-mmrrw: grew ,,.�.-. ,�+w�... ,....�e.. ma ...r...,,+. SN1< .f 12 of 12 FINAL PLAT SECTION ONE ALBIN VILLAGE OPEQUON DISTRICT FREDERICK COUNTY, VIRGINIA DECEMBER 14, 1984 7 ty • ` ` 0 57 StFr / •. e/ �`, •'i Radio (BM ?All . •' •� ri Facifity Jll WT f � •> y / [r�N11c�/w�• 1 '-� ALBIN VILL E 7'/f'- �• ^� LOCATION MAP ���� SECTION of SCALE: I - ZO00 a, AR PROVED BY Frederick County Sanitation Auth. _ Date 3-/y BLS Planning Commission Date Subdivision Administrator ✓ Date 23 Va. Dept. of Highways - Date :?-)-as BOARD OF SUPERVISORS oaq_�rJ DATE S, OWNER'S CURTIFICATE The above and foregoing subdivision of the land of Valley Mortgage and Investment Corporation as appears in the accompanying plats is with the consent and in accordance with the desires of the undersigned owners, proprietors, and trustees, if any. All property owners in Albin Village are required to belong to the Albin Village Home Owners Association. The Association is the owner of all areas shown as open space on the attached plat and is responsible for the maintenance of those areas. All property owners must pay an annual assessment to pay for this maintenance. This fee and all other rules of the Association are set forth in the Restrictions and Covenants attached hereto. A copy of the Final Master Development Plan for Albin Village is on file at the Frederick County Department of Planning and Development. SURVEYOR'S CERTIFICATE I hereby certify that the land contained in this sub- Ft, �•�� vision is a portion of the land conveyed to Valley Mortgag O�� a, d Investment Corporation by deed dated September 15, 1980P. DUANE d all of the land conveyed to Valley Mortgage and Invest- BROWNnt �corded Corporation by deed dated November 17, 1980, said deeds in theOffice of the Clerk of the Circuit Court ofN0.1285 ederick County, Virginia in Deed Book 526 at page 58k and [REV. ed Book 529 at page h21, respectivel[ANDP. auv rown. 1-I8-85 V �... gU1ort 'W. Cirri, i.�.. inc -44 aPf4'Mit*X , L,#NO PL Wt WRS A:.:aY�.7fY t T CURVE TABLE NO. A RADIUS "ARC TAN. CHORD CH. DARING 1 08034' 11" 270.00' 40. 38' 20. 23' 40. 35' 511027'29" 2 27037'11" 270.00' 130.16' 66.37' 128.90' S29033'10" 3 04007'14" 330.00' 23.73' 11.87" 23.73' S41018'09" 4 '5 20034'38" 330.00' 118.52' 59.90' 117.88' S28057'13" 90018,10" 25.00' 39.40' 25.13' 35.45' S63048'59" 6 90000,00" 25.00' 39.27' 25.00' 35.36' N26001'56" 7 78 027' 47" 25.00' 34.24' 20.41 ' 31.62' N58011 ' 57 " 6 8 54028'17" '50.00' 47.54' 25.74' 45.77' N70011'42"b 9 45034''56" 50.00' 39.78" 1.01' 38.74' N20010'05"b 1s 57057'46" 50.00' 50.58' 27.69' 4^o.45' N3103F_,'16" 11 36021'00" 50.00' 31.72' 16.41' 31.19' N78045'?-q" 12 47009'21- 50.00' 41. 15" 21. 62' 40. 00` S59029' 10" 13 16056'24" 50.00' 14.78' 7.45' 14.73' S27026'16"E 14 90000, 00" 25.00' 39.27' 25.00' 35. 36' ' S63058' 04"E 15 100052'33" 25.00' 44.02' 30.26" 38.55' N20035'40" 16 11049 `46," 290 . 00' 5 a . 87' 30.04' 59. 77' N3504 5' 30"W 17 59022'26" 25.00" 25.91' 14.25' 24.76' N71021'36"b 18 96°2455" 50.00' 84. 14' 55. 94' 74.56' N 52050'21 "W t� 5F05 "-9" 50.00" 49.65' 27.E�9' 47.63" N2304S'56"E 20 48007"50" 50.00' 42.00' 22.33' 40.78' N76019'41"E 21 84024'43" 50.00' 73.66' 45.35' 67.18' S37024'02"E 22 48007'03" 25.00-' 21. 00' 11. 16' 20. 38' S19015' 12"E 2= 0863-1'55" 330.00, 49.14 24.62' 49.10' S39002'46"E 24 -07°42'56" 330.00' 44.44" 22.25' 44.41' S30055f21"E 25 81054'12" 25.00' '=5.74' t1.70" 32.77' S68000'58"E 26 34043'17" 310.00, 167.86' 96.131' 185.00' N36019'42"Wl 2y 1902944" 265.00' 90. 17' 45. 573` 8 4. 74' N80046'46"E 28 34006'29" 265.00' 157.75' 81.29' 155.43' S72025'05"E 29 53036'13" 240.00' 224.53' 121.24' 216.43' S32009'5711E 30 17023'07" 215.00' 65.24' 32.87' 64.99' N64003'24"W 31 36013,06" 215.00' 135.91' 70.31' 133.66' S89008'29"W 32 90006'38" 25.00' 39.32' 25.05" 35.39' S�5058'37"1,1 33 05 012 ` 44" 500.00' 45.48' 22. 76' 45. 47' S 1 F02-' 20 "E :'4 06041'27' 500.00' 58. 39' 29.23 ' 58.35' S10031' 15"E 35 06039'oq" 500.00' 50.05' 29.06' 58.02' S03050'57"E 36 06-029' 30" 500.00' 56. 65' 28..='6 ' 56. 62' S02043' 22"W 37 16025' 21" 50.00' 14.33' 7.22' 14. 28' S14010'47"W 38 31050'33" 50.00' 27.79' 14.26' 27.43' S38018'45"W 39 51046' 14" 50.00' 45. 18' 24. 26' 43. E.6' S800H7'08"W 40 60019'34" 50.00' 52.64' 25.06' 50.25' N43049"58"ll 41 93022'42" 50.00' 81.49" 53.04" 72.76' N33001'09"E 42 83 016' 01 " 25.00' 36.33' 2C2. 2 2 ` 2-2 ` r E 43 09055' 19" 460. 00' 7'9. 66' 3r-+.'_� ]' 79.56' N08031' 11 "W 44 05037'14" 460.00' 45.13' 22.58' 45.11' N16017'27"W 45 89051'59" 25.00" 3?.21' 24.94' 35.31` t•464002"04"W 46 31002' 14" 480. 00' 460. 02' 133.28' ter=,. 6.5' �;��:�033' 0c�"E 47 90000`00" 25.00' 39.27' 25.00' 35.36' S10021'51E 48 03008'06" 640.00' 35.02' 17.51' 35.01' S33004'Gif::-W 49 05024' 05" 640.00' 60, : 4' 30. 1 `_-+' 60. 31' S2804' :' ei l "W 50 04005'27" 640.00' 45.69' 22.86" 45.68' S24°03115111-4I 51 02022'22" 640.00' 26.50' 13.25' 26.50' S20049'20"W' 52 45039'34" 50.00' 39.85' 21.05" 38.80' S03011' 38"E 53 36 017' 33 " 50.00' 31.67' 16.39' 31. 14' S44010' 11 "E 54 53053'54" 50.00' 47.04' 25.42' 45.32' S89015'55"E 55 119"01'10" 50.00' 103.86' 64.92' 86.17' N04016'33"E 56 82006'11" 25.00' 35.82' 21.77' 32.84` N14°10'56"W 57 04014'00" 600.00' 44.33' 22.18' 44.32' N28059'09"E 3 B3032'00" 600. 00' _ _ 37t00' 18. 51' 36.99' N3205"9"E ALBI N VILLAGE SECTION ONE 069LT'k- DATE : DEC EMBER 14,19841 CURVE DATA e� P. DUANE REV. 1- 18-05 V--o 9 BROWN y ffuberc vr. ciiii aeso�ela#ss. ine- NO. 1285 6"000"S - LANG PLAMNERc n ' •1ptYL'YOR9 �c� S.\�. .. .. .. ... 7m -2#AI fl'O*) on 2134 LAND �C i�Arnak +iv�.. Ywy. naa t9Yill'1 (i0�)gi•i14t iYKl+rM.r. YIM�fn4 s^ie6i �ta�ii N7-Y t,711 SHFFT 2 & 12 CURVE i-A F3 1._ F ( Cone 'd ) NO 1 2 A RADIUS ARC TAN. CHORD CH. FEARING . �I%10l {71'I II,)'1 4^ill 1,'r.l.%I, i;'ICI! 1{.- ., . r;1 , k'4 r-rc ! _, r-,-;C� o E:.' G�l ` k:l 1,.' " `� ' � c. •..' , Lu1 �_.I r. _. r c} I'I ' ' w !:::.. � y 1.. 4 , �;• ! � 1 f , C`1 t i f` 1-.i rYl CI 1 ! L'-1 i q -. . , d`:.iq..;�:} ti!j r, _ - .:•..+I:',. fMlkTl' . ,.. F:�`} r hr1 ! �, ,^,Mr r "'��J' I " �•'t}. r�J! 1 [. _�.:1'q+'i, r.}G1gl(L'ilCiCi".1`-t• - y A, 1Q(''(l�' ra. Fr" _'It�l, G_I G_i' IJf . a✓�f ' .. — r f `1 rrf . 1 (q r-� �`1 rJ 111,r ,l17115- 1. fL! Vf_'"�Q 2 8'!0 4nWi 5,��q1•T'` 1,1 c.'.•_I.l:,l�i r -! }��,f r .! �.r�r "�' �'il`i'Q�1=a .}t I.{ wR1' - i'. 1 ' f'l 11/+I'i © 3-• L I r_ i 44 c Cl ('I i.?i ' ,] r:1 r 4 1 r c r! _ r ! r ra p t ! r r n 1011 _ ti` rI� 1 ` r , r r _r:r��--5,.� R," 4:h^a1r rfL- r} c.S_I �(r•_--.,, ri .r p .�}po I 37. {:,p(1: 4i 14,tI (-;0 C'i I. LC t rn -11 C00 2 I1 k7i°I_(1':_:,11 .L1"tll.,' o:, �>, _.�� . rr,'�r' li, .�o' k1 _;a"E t 1j_apfsi'Cl l��;_;"' _:I{;1,�ll.:I! �'1. _�f' �I�:(r t= t=. O 19 Cl It _ aki, �%111' ^ i1' � .._� �:��' Iik'GI014 161 E ,_.-�-1 q r= '-r f ` 451; "1 CC1 �Itil [_ q, _ ,I�,:}.�}052)_' . 11 "E {k•'I11 ^r. L`'I�{' ' :-1 • _`� r •�c1. t1f . r,�`�c}pk_1r,l�tl� II LL _<?1t:',•.r' `'r rll'ir I"'^Ir 1Crt'I` �:r�.r,r.•' --'�}p`r'! lC J"4 "1 _ .. w _a.�r' ' (' _, i`Ip I_J ;-! �c n _ L.I . :� I ._ � _ i •I " � t I { •• 1 + . 1 i._ ,- I -i _ 1 •:'r}' , 1 I_'S,1 41 p 1 {•- .; ,lit. t_i,p_�? r_I,"" �_1,�1,�iv,.i' '1•_,�`t.. ....._.o.�i1 . �:_. aW IILiI`pk'i�' _r,"j,� ,Q a'I_ .. , _,c ._ -.. ij 1 VDH & T NOTE: THE VDH a i IS NOT RESPOW)IBLE FOR TI._IE DESIGN, CONSTRUCTION, OR MAINTENANCE OF ANY STORM WATER D TENT ION BASINS THAT MY BE REQUIRED. AREA IN LOTS ARE A IN ROAD R/W AREA IN OPEN SPACE TOTAL. AREA 1^IUMBER OF LOTS AVERAGE LOT AREA NOTES: 11.265 ACRES 3.497 ACRES 2.617 ACRES 17. 379 ACRES 47 I O° 4 4 0 ')q. f f. MINIMUM FRONT SET BACK = 25' (unless othervise specified) MINIMUM REAR SETBACK= 25 ° MINIMUM SIDE SETBACK = 10 ° 1. I'3oundory Survey by Lee A. Ebert, C.L,S., Aug. 25, 1980. 2. All t-ois are Single Family Detached Cluster, 3. All Lot, subject to a 10 foot ;lope and Drainage Easement along oll Riglils-of--woy and a 10 foot utility Ensornent along all Property Lines, 4. All streets as shown herein are hereby dedicated to the public use:. R/W a' 1.1 R/W TYPICAL SECTION THRU IC DRAT AGrr EA SLIVItN T NITS, & A -A 8A G E SECTION ONE rip. LATE; ECEMPER 14, 19641 CURVE DATAANE j REV. 1-- 18 „8a 0 BROWN �llh?+Irt Cl!�i4» reC^^.i enact, tznC. NO. 1285 (4r?}PAP Slaq SII T 3 of I OPEN SPAC rF�� 2, 738 sq. ft. 6; S.F. 647 ^- 40` R/W 41 ' •E f." of 64 .�• O� N 7p•QS'iti E N ;rp • to E YB3. LN /00. 9.8e �-Q ��A° `k EN SPACE sq. ft. � e4oI ,� �505 o ,Z6,.w 11 s 3,27 w o t --� S 72 06'43 - • l0_ .rw g sa - 66.64' 1� 55.98 -- - 103.5T t 8 r- , Sib \CIO, 065 sq. ft. TYP. 20,066 066 sq. ft. �� _� _ SETBACK y LINE OPEN SPACE "Ell 5,032 sq. ft. 0 W Uj Z J' aw S Martha A. Jo. Brendle o go�ti� ma's F� G° S 750396326' W -.,. 131. 11' -J N 87_2 2' 3 7" / W_ 25.00'-, 6> / A i 9 a S \9, 727 sq. ft. 1 8 s 109002 sq. ft. J'F'�O 06 i .26' 57. TI- _ 73--_�� 501 R/W - 109.15 100.0 _ 71001 565" E ,, ALBIN Oa r 56 of WE 3° °° 3 cr $I n 3 C C DRIVE 0 -Z OPEN SPACE i� 6u e a. Z, r I. AllLots suct bjeto a 10' Slope and Drainage Edgement along all Rights —of —way and a 10 Utility Easement along all Property L 2. No housing sho I I face Albin Drive. 3. Min. Front Setback=25; (unless otherwise specified. in. Rear Setback= 25 Min. Side Setback=10' ALBI N VILLAGE SECTION ONE DATE: DECEMBER 14, 19841 SCALE! I "= REV. 1- 1e-95 Biibert w. cl 4r+ fl sc+ctates, inc rrk4w*FRQ _ LA#% 01AUNNERe g,,;vvf rUFR o����►t•Tti �41 jv P. DUANEBRO ��,D.. w .....-> NO U86 a LAND c g 40 4O` R/W 647 S.R. N 4° ~ ~ '��► �f� m \ SPACE "A!% OPEN ft. •�� 26 505 sq ' 68.06' t o �85.00 74.64 �\r8�� ' I ts. 8,800 sq. ft. ).4v It � ��. rV c 2 129265 sq. ft. �— — J ti / %i' 12,755 sq. ff. s 19 J'Lb�' ss°22� Nam/ 6�,` e8. /306 w TVP. SETBACK LINE \ N � 0 z N �0 / I 5 0' RADIUS 13 r >t a. 8,0 23 sq. L-- J N 71°01'56"E 100.00 - ,s I i 601 3; m Inv 2 00 r N W Ni to _ ° W 19,848 sq. ft. ��o 0 8,000 sq. ff.l �,� 12,784 sq. ft. 14 75.00, 140.24' on _N 710 OI ' 56" E — 310.00' DRIVE • -, 50' R/W 26 �-A 0% 1 159.46 OPEN SPACE "B" 5 i W IV Min. Front Setbock :r25' .90 15 (unless otherwise speckfied) 1000 o ( 12,747 sq. ft. �' 4Cq Min . Rear Set back = 25 L _ — — Min. Side Setback = 1 O' ~ N S 710 01 ' 56 " W N 182.35' 1. All Lots subject too d Slope and Draino a -Easemen along ail Rlghts-of-�ay aa 10' Utility basement along al I Property Lines. 2. No housing shall face Albin Drive. nd ALBI N VILLAGE SECTION -ONE DATE • DECEM BER 14, 19841 SCALE: F = 50' R . 1- 18-85 gilbsrt w. is "s, Inc. EN(i1NCEA5 ' ANJ VLARYIERi SJRVEYORS 150-C old. C WO—ki, vl-_ 20 S n,It GM+ o,:r Sr'Nt i<eelrrtaA�bury V,ry,wi. 8�w 17W,i '- -0s M' nC�r+Y.h*. VI'Dinl. 46oM (� 3#* t"'q t e-J*Xam -,ML- r P. DUANE �c NO. 1285 � LAND —j loeo \ / \D02,04r ; N 86• `` I 5 ' A S 21 1121 8,185 sift.tj � I �TYP. SE�'BK 6 3 % ; 1NE \\ 13 � \� 9, 785 sq. ft. 4 �3� sI o a >o I �1 Cb 16, SAN. SEMI�R �•/i1, ` ASEMENT • Y O .25 � 080 s q. ft. • ?s �s. Jam' h a Q ?9 .0 �/ ` OPEN '�Q• fi I�`l ? ",I : SPACE p�� � \ . 2,878 sq. ft. J. oJ\ t' \ 1 SANITARY SEWER ESM' SEWER ?0' 12,939 sq. ft\% \ ` \ 16' DF�AINAGE ? \ \ ESM T o p� Min. Front Setback z25- 5 °� (unless otherwise specified) Min . Rear Setback : 25 'o- 1 Min . Side Set bock =1 O' 112TE5•: I i 1. Ail Lots su bled to cod S IoRe and, Dr aino a •E osemem along al l Ri9bhts-of -oy arW semint olong all Property Unes. - 1 2. No housing shall face Albin Drive. A L 6{ N VILLAGE SECTION ONE 'SOTH DATE s DECEMBER 14, 1984 SCALE; I = 50 �,�• p. DUANE f�c� REV. 1- 18-95 p 1295 filbert w. mmociat", inc. 4, fM01N INS - LAND PLAMMERS -+ 11WC ow a..«..wh 014" se SOON cannon LAND Fmd*r% wwu.0. V"kft 22401 (M� S) OW2115 waa.� vbpo =W? (703) � -213i '� SHFFT E6 of 12- Martha A. Brendle Outlot "Au e -- 3 1E Imo) Ic 0 4.. M 0 • 10 Al W s 0 Lot 258 Z 2ot 57 Lot 256 ALBIN A \�'ti OPEN SPACE 11 B" 0 21,229 sq. ft O b a rp AS % bro • /-- S0, a,,Q P � TY ,,, LI \ .O•� ..01 n0 5 pt r, 1t� s\\ s 119307 sq. ft. II,575 sq. ft. /41 10 \\O- 2 �r : �Q 1�1 0 19,499 sq/. ft. G 1 1 Z �� i , c PSG � 00 t.•-., ,� r, --• in. Front Setback z25 \ �i (unless otherwise specified) �` \ n . Rear SO back = 25 I' in. Side Setback= 10' TES. t . All Lots t�b�ed y an to a Slope and, Drama a -Easement along dl Rights -of -%Vod a 10 Utility semont along all Proptrty Lines. 2. No housing shall bcs Albin Drive. VILLAGE SECTION ONE FDATE : DECEMBER 14, 19841 DALE : I = 501 1 filbert w clit�fy ' aesociate�, inC. ENG04ORS - LAND KAMMEAS *04VEVDRS 150 ti�a. C aerwtc r. ON.e R Sn.�t r,,,,�,. nn 8� ter+ F 6 .K® g vajp— 22401 (?"; W ills vh .. wf.r Y:• Z.....: Of;! P. DUANE NO. 1295 EAmD 5J' �.....N �FG 4 • • ��_. w�llln.w.. wuw wr.�Ir..r_.�.e N 5420E • -14 401 / r- � c 40 46� E 1 0 623 \ \ N 1 I �35 8,932 sq, ft. �3 I \ •� ��� 0 _�HU) 1fl L — — JNA9W2 N 88- 12'53"E �+ 136.4i '•' 1 aO� R4o 6 I 8,8 0 sq. ff. I °: \ J 11 8400153 W S 840o1'S3 -TYP. SETBACK LINE r 91 10,908 sq. h SEERNESM T 19 k 10,383 sq. ft\ '" \ o III y 1` 0 20 y i 14, 539 sq. ft. %ae� 2S� ic4ro I Min. Front Setback =25' 0 (unless otherwise specified i Min. Rear Setback : 25 Min. Side Setback = l O' li�jll : r 2S6 y jj 97; '"" i TES • l . Ail Lot s s�i .Oct to a d Slope and Droino4e fosement along di Rights -of - Way ono- O 10' 111ilitr sementalong all Property Unes. - 2. No horsing shall face Albin Drive. ALBIN VILLAGE SECTION ONE �� 'T 0*4; DATE: DECEMBER 14, 19841 SCALE: 1 = 50 ��� P. DUANE REV. 1-18- 85 BROWN W gilbsrt w cliff"iattss, inc. 110, 1285 ittCttMEER£ ... VUIf+/IANNERI< '� c,.lAYgro�es LAND 5� sso C Owe fl.earrrwieh DAw $ t.^ oath COW-0. Slrkr retW+K,k,i7.,.L Vi, �;nst M,,CS (l?43; 80l-Ytt� WlntM1N- vi•; ti:y� (7C 8'"-2t39 3•�,..,••aw�wneow.a�erx...ww.... r.n... �....,a..-. «...,..,�+,...w,..:...-.:,a.....m'r.,wrarra.aw.,x..s..,.: . ,w-»s,: ...,i.-.. >:.sn.w..«:n+..,w... .. a�. 0 82' 69 qb o i I I TYP. 20 1129 40Q sq. fn I �1 I Ic _a I � L_ __j Y - 0 - T 08 34008,09"W •�40 R/W 50.00' AKUL COURT Rqo I r # t 35 414.. ( W 19,865 ( o 110,393 393 s I_ Isq. ft o� 33 � .N f^ 0 ! y\ �,532 sq. ft. o m I M L_ \ I fH J ti46 '�f 1 16' OR AGE �ESMi -i Min. Front Setbock =25 r— -7 Wn n IReard�Set back feed) l Min . Side Setbat*=10` 1. All Lots d to o Or Slope and Dra(ra a Eosemem along all , tits-of-%�oy and o 10� thility seer*nt along all Property Lines. - 2. No housing $hail face Albin Dive. AL61 N VILLAGE SECTION ONE DATE* DECEMBER 14, 19841 SCALE: 1 50' REV. 1-18 - 85 alumwt W. aasociates. lno. W, vf'• OM +Sdt O.de mew DMw ?r C.r-o-sn Sewt Yrf'gb ="I Von "o-sm WUWO-GW v:•;r .:,-*,', (70)p "r-2! m y 3 0 0 z a L INE • L P. DUANE BROW;Qo.w.,s i NO. 1285 ts- r \ `\ 9 28 � sa o2�� ✓ rJ� \ i— CV o;: 00 99 \ 8,520 sq. k, ,Mold S 30 0 0 • Rpp . 32 w_ >o o 5 LINEII(, 81 TYR SETBACK \ \ n /18l476 ft �5�� 3 sq.N / 00 32 8 223 sq. ft 10,012 sq. ft. 16, ORgOAGE t_ 8, 265 sq. ft/ ~' lose l ilii I"07, �C�4! !c�-= die DR GE s� COLUM BI A <o orow: T [�� C I RCLE yes"�0, 813 sq. ft\\ 7 40� R/W fore •'•� ~ -�`�''"`4�'� �- � .�1 Min. Front Setback =25' (unless otherwise fied) Min. _ Rear Set bock sa25�� o�' ;; _ \ Min. Side Setback=10-t..r 0 SAN 1 TA Y SEWER ESMRT F -NO5 = \ \ 1, All lots s ct to a O' Slope and Drainage Zosernent 01ar1q as 1 Rijhts-of - Way and o 10' Utility �sem�nt *long all Prop" Lines. 2. No housing shall face Albin Drive. ALBI N VILLAGE SECTION ONE ,��,t►LTH��,� DATE: DECEMBER 14, 1984 SCAB€- i� P. DU REV. 1=18— 85 - � n�BRO � ✓� tilbsrt w c1tK iaseociwte�, inc /V NO. 1285 tuarr�ka ",� abe. ck.,�..+e+� aa.. r 4:.. c..... u .,. �FO (A No 5 r..x,,..• ,�..»�w.:asr F neap ss zrta «_. .,w, . I 16' ORpHAGE 8 b ESM T I • _ / 91 ti 8, 530 s. ft/°r 369f,I a1 l 3' 12, 36 2 m \ ��� ��3 sq. ft I o � �� C% S 43°38' a yV.001 46 / a') hP UMB1Q CIRCLE... 7 bs.50840 R/W TYP. SETBACK UN E OPEN SPACE "C" 55,616 sq. f t. �— N 59-W' 00 " E 95. 3 6 250. 00 9M S 32`i- '00 do Z1•40' t Sj4*0/,3S"W S 0 •E 305.9/ ' Future Developrnenl Min. Front Setbcft .25' funless otherwise spec(fied) Lon. Rear Set bock s 25 Min. Side Set backs 10' 0 0 01 W z m Q o' 0 O� - : m� O 25.01' 25601' W. M5.38 I. All Lots $ct to 0 d Slope and Droino a &Eoswoent along 431, hts - of - v�cy and O 10' lh i I ity sernsnt along all Property Unes. - 2. No housing shall face Albin Drive. ALBIN VILLAGE SECTION ONE DATE: DECEMBER 14, 1984 SCALE- 1 = 50 REV. 1- 18-85 s =iibert W. &tee. Inc. tuwvcrosc� I We Old► 4"Wowic + 0*" E6 So,.Ih c'eme" n $I-sw fir�uwwr4,'..r.,..ry, VapNe. Y++.4t i1'o't! lea sC; Yr-a�-aarw. Ysryr 1 1 d 06 0 d d 0 d L LL 3F. P. DUANE 7%,1 LaBROWN Aq NO, 1295 , s�4 OF'41144GE ES �. M $� I lot fit) I 1lo � I 9,-7 69 sq. ft. 67 I TYP. 3ETBACK UNE ®- 1W i sq. Front Setback =25' less otherwise sjci,iied) Rear Set bock = 5 Side Set back = 1 0 COLUMBIA CIRCLE - 63 � 76DRAINAGE SEMENT 45 � 44 I` j 110,171 �II 0, 349 sU. ft. sq. ft. �l A7,14— �00 16' DRAINAGE EASEMENT 00, OPEN SPACE "C_' 515,6W sq. f% 10 II.. All Lots sub4ect too 101 Slope and, Drainage Easement along al I Rights -of -Jay and o 10 Utility Easement along all Property Lines. SC-3b9 GRAIR SIZE CURVES U.S.STAMOAAO SIEVE OPENINGS IN INCHES U.& $TAM OAAO SIEVE NUMBERS NYDROUCTCA .. .. • • .i � . 1111����\�1111�����1111�����1111�����1111��■ 1111����� 1111 ■���1111�■���1111�����1111����� . 111�����►111�����1111�����1111�����1111����� . • illl���i�11►1�����1111�����1111�����1111����� 1111�����1111�1►���1111��■�SIIII�����1�11����� 1111�����1111�■`�vllll���� 1111�����1111����� . • IIII���S�1111�����1111�����1111���� 1111����� 50 1111�����1111�����1111�����1111�■���IIIIe���_ IIII�����IIII�����IIII�����IIII���O�1111�■��® 10 100 so 10 5 1 0.5 0.1 0.05 GRAIN SIZE IN MILLIMETERS GRAVEL SAND Coarse I Fins lCoarsel Medlum I Fine Albin Village Subdivision Frederick County, Va. July 3, 1985 Bulk Sample -Weathered Shale Classification: Unified Soil Calssification(SM-GM)Silty Sand & Gravel AASHTO A-2-4 (A-4 LL=25, PI=4 SILT or CLAY .• 0 ze z 50 w 40 } m a 50 V) c>r Q 0 60 u r- z 70 u It w a 80 90 100 D1 1`A`iGrvkGq '13 ,,. � � � ......v a •• L61N 012.cv� L�_ In 2 Clkse 11 -y Po = 58s i vo m a i-64tS-A Yt o +rYl O o, ra I •8 a 4 v 8 (( oz 4) t 42 Z w� CA, - I, 6 7j ck = 1� o 2e c,o,rrn rY%k VA 2 "(S -s) 8 , �(2 A� - v Yp p = s8 EVALUATt OrIl & ,N Dt21yts YZ a. L A6o2ATo��r Cg vALuo:. �okk9AcT(ON - 12•S 100 `'/o com Pac-n oral aYc. c6 e.: i Al. c �. v C, ��� . 17�SlGN DUI D� �� SugDt�f�SlO� 1�'3Y�lL�1T� ln� Vf�C,�T•tc/� — OCR. 19`�3 2. i4NA�ys�s EstV- = �J3 04.5.7 c-g.n Cg 22 x 9,7 = �, 4- i ra rn a r anocycf k 7= 12. 7 vial 4-- l / vy 111,2 (S-(o) , 3 �2(R"S) a(2IA) a a 3 4.8 = 13, t5 7 12,7 O.K. Note: 1) vpd = vehicles per day in both directions. 2) The thickness index (D) is calculated, based on traffic in one direction. 3) For design D greater than 20, stage construction -with D = 20 in the first stage may be provided. 4) The minimum value df D - 6. 8 could be reduced for service roads and for subdivision roads with less than 50 vehicles per day. ,moo 309 000 209000 10,000 30 or more at; 6,000 0 4, 00.0 3, 000 > 13— 12 21000 _ c 11, 000 0 >' 9 ,y¢,°' 800 'y g _� 600 rn cn0 U 4 P 300 u u 3 y 2 � 1 200 100 Example: Given location -- Craig County hence R. F. = 2.0 Given Av.. CBR = 6 therefore Design CBR = 2/3 x 6 = 4 Therefore SSV = Design CBR x R. F. = 2 x 4 = 8 Given Design Traffic = 400 vpd (Total in both directions) Therefore we get D = 10.6 Also see pages 11, 12 and 13, Figure 4. Nomograph correlating the soil support'value (SSV), traffic (vpd), and the thickness index (D) (basod on AASI-IO Equation) for subdivision roads. 25.0 24.0 23.0 20.0 Maximum value 19.0 18.0 17.0 16.0 15.0 . 14.0 13.0 . 12.0 JQ 11.0 Ey 10.0 11 A _ 9.0 8.0 7.0 6.8 Minimum value 6.0 Note: 1) vpd = vehicles per day in both directions. ' 2) The thickness index (D) is calculated, based on traffic in one direction. 3) For design D greater than 20, stage construction -with D = 20 in the first stage may be provided. 4) The minimum value of D = 6.8 could be reduced for service roads and for subdivision roads with less than 50 vehicles per day. 4 ,moo • a,� 30,000 20,000 A# 10,006 30 or more �ro a, 6, 000 4, OOJO `^= 3,000 > 12 �-`. �_ q�� 2, 000 _ i c 10 1,000 > °' 9 a,80 1 A. 600 �n x 6 U 4 300 ' 3 2 200 N 100 z5o Example: Given locat;on — Craig County hence R. F. = 2.0 Given Av.. G•BR = 6 therefore Design CBR = 2/3 x 6 = 4 Therefore SSV = Design CBR x R. F. = 2 x 4 = 8 Given Design Traffic = 400 vpd (Total in both directions) Therefore we get D = 10.6 Also see pages 11, 12 and 13, ' Figure 4. Nomograph correlating the soil support value (SSV), traffic (vpd), and the thiciciess index (D) (basod on AASHO Equation) for subdivision roads. 25.0 24.0 23.0 20.0 Maximum value 19.0 18.0 17.0 16.0 15.0 14.0 13.0 CO 12.0 JQ 11.0 E- 10.0 I1 A 9.0 8.0 7.0 6.8 Minimum value 6.0 t t DEPARTMENT OF TRANSPORTATION T P. 0. BOX 278 EDINBURG, 22824 RAY D. PETHTEL (7O3) 984-4133 WILLIAM H. BUSHMAN COMMISSIONER DRESIDENT ENGINEER December 18, 1989 Mr. Ron Mislowsky Ref: Revised Drainage -Plan C/O G. W. Clifford & Assoc., Inc. "Albin Vil g ~' 200 North Cameron Street S P. O. Box 2104 Frederick Co y Winchester, Virginia 22601 Dear Ron: This is to acknowledge receipt of your letter and as -built plans dated December 7, 1989 concerning the above referenced development. I must advise you if the culvert is left in place in its present location the drainage easement on the backside of Lot 139 will have to be re -plated to accommodate the outfall. My recommendations are marked in red on the attached plans. In lieu of a new easement the developer, Mr. Kit Molden, has advised me approximately 20' from the end of the culvert will be removed and the ditch line relocated to the existing easement. After this matter has been addressed, please resubmit an as -built set of plans for review and approval. Should you have any questions concerning this matter, do not hesitate to call. RBC/rf Attachments xc: Mr. F. E. Wymer r, R. W. Vktkins Mr. Kit Molden Mr. Jerry King Sincerely, W. H. Bushman Resident Engineer ��u � gajre_� By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior TRANSPORTATION FOR THE 21 ST CENTURY COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG,22824 COMMISSIONER (703) 984-4133 January 12, 1989 Mr. Kris C. Tierney, Deputy Director Depts. of Planning & Development 9 Court Square Post Office Box 601 Winchester, Virginia 22601 Dear Kris: eN P. Ii J ;9 7 DEPT, Or PLANNING Sn AND DEVcLOHYIENT v WILLIAM H. BUSHMAN RESIDENT ENGINEER Ref: Albin Village Subdivision Section I Frederick County This is to advise the addition assembly for the section of road listed in the resolution dated October 26, 1988 has been forwarded for processing. RBC/rh Sincerely, Robert B. Childress Hwy. Permits & Subd. Spec. Senior For: J. B. Kessler Assistant Resident Engineer TRANSPORTATION FOR THE 21ST CENTURY COUNTY of FREDERICK Departments of Planning and Building 703/665-5650 Ocotber 28, 1988 Mr. Willaim Lam Virginia Department of Transportation P.O. Box 278 Edinburg, VA 22801-0278 RE: Albin Village, I Dear Bill; Please find enclosed the following materials for Albin Village, I: 1) Maintenance fee for $420.00 2) Bond (Letter of Credit) for $9000.00 3) Construction Plans- two (2) sets 4) Final Plats - three (3) sets 5) Utility Permits from C&P Telephone, Potomac Edison, Winchester T.V. Cable, and Frederick County Sanitation Authority 6) Frederick County Resolutions If you need any additional information, please call Mr. Bob Watkins. 9 Court Square - P.O. Box 601 Winchester, Virginia - 22601 COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER ( 703 ) 984-4133 RESIDENT ENGINEER October 26, 1988 Mr. P. Duane Brown, C.L.S. Ref: Albin Village Subdivision C/O G. W. Clifford & Assoc., Inc. Section III Post Office Box 2104 Frederick County Winchester, Virginia 22601 Dear Duane: This is to acknowledge receipt of your letter with drawing depicting curb and gutter for the cul-de-sac streets in the above referenced subdivision. As requested in review of the design I offer the following comments. The overall design of the curb and gutter for the cul-de-sac streets is acceptable and plans can be revised accordingly. However, the proposed sewer line and manholes are to be relocated from beneath the pavement structure to the outside of the curb and gutter. Curb inlets will be required in the area where drainage disperses with computations to satisfy such. It is hoped this is adequate and should you need additional information, please advise. CWL/rh xc: Mr. J. C. Heatwole Mr. R. W. Watkins Mr. B. P. Bowman Sincerely, C. William Lam Hwy. Permits & Subd. Spec. Senior For: J. B. Kessler Assistant Resident Engineer TRANSPORTATION FOR THE 21 ST CENTURY C-1 r (703) 984-4133 October 17, 1988 Mr. Ed Molden Ref: Albin Village Subdivision 2400 Valley Avenue Section I Winchester, VA 22601 Frederick County Dear Mr. Molden: This will confirm our field inspection on October 12, 1988 with Mr. Jerry King and Mr. Kit Molden to review the above referenced subdivision for addition into the State's Secondary System. The following streets are eligible if maintained in the present condition and will be added pending a request by the Frederick County Board of Supervisors through resolution. 1. Albin Drive (50' R/W) Albin Village - Section I From: Int. Rte. 1048 (Caroline Street) To: 42.69' or 0.01 mile E. Columbia Circle Length = 1440' or 0.27 mile -DNZ.� C�-Y-z_ coca z C> P � zC, -Z� 2. Tunis Court (40' R/W) Albin Village - Section I From: Int. Albin Drive To: 200.00' or 0.04' mile N.W. Albin Drive Length = 200' or 0.04 mile 3. Morgan Court (40' R/W) Albin Village - Section I From: Int. Albin Drive To: 237.86' or 0.05 mile N.W. Albin Drive Length = 237.86' or 0.05 mile 4. Targee Place (40' R/W) Albin Village - Section I From: Int. Albin Drive To: 310.00' or 0.06 mile S. Albin Drive Length = 310.00' or 0.06 mile 5. Karakul Court (40' R/W) Albin Village - Section I From: Int. Albin Drive To: 262.32' or 0.05 mile S. Albin Drive Length = 262.32' or 0.05 mile 6. Columbia Circle (40' R/W) Albin Village - Section I From: Int. Albin Drive To: 458.31' or 0.9 mile S.W. Albin Drive Length = 458.31' or 0.09 mile The total length of the proposed addition: 50' R/W = 0.27 mile 40' R/W = 0.29 mile s Mr. Ed Molden October 17, 1988 - Page Two - Attached is a copy of information and data needed for subdivision streets prior to acceptance into the State's Secondary System. Should you have any questions or need additional information, please advise. Sincerely, C. William Lam Hwy. Permits & Subd. Spec. Senior For: J. B. Kessler Assistant Resident Engineer CWL/rh Attach. xc: Mr. C. E. Maddox, Jr. Mr. Jerry King Mr. R. W. Watkins ' Rev. 09/15/88 INFORMATION & DATA NEEDED FOR SUBDIVISION STREETS PRIOR TO ACCEPTANCE INTO STATE SECONDARY SYSTEM Subdivision streets may be considered eligible for acceptance into the State Secondary System when: built according to plans approved by the Department of Transportation, properly maintained since completion and rendering a public service (serving three (3) occupied dwellings per street). The following are to be furnished to the County Planning Department at least thirty (30) days prior to adoption of the resolution by the Board of Supervisors requesting the addition: One (1) copy of as -built plans showing: Roadway geometrics Drainage and drainage easements Three (3) copies of final plat with date & place of recordation, deed book number and page number Maintenance fee - check payable to "VA Department of Transportation" A maintenance fee is required. It is based on the length of the streets involved from the date of acceptance to the end of the fiscal year (June 30). No maintenance fee is required if the addition is effective July 1st. Schedule: Less than 1/4 mile - at the rate of $300.00 per year @ $25.00 per month 1/4 mile to 1/2 mile - at the rate of $600.00 per year @ $50.00 per month over 1/2 mile - at the rate of $1,200.00 per mile per year prorated monthly Bond to guarantee workmanship and performance of materials for one year from date of acceptance. Schedule: Less than 1/4 mile - $3,750.00 1/4 mile mile to 1/2 mile - $7,500.00 Over 1/2 mile - at the rate of $15,000.00 per mile Signed permits covering all utilities, publicly or privately owned, to occupy or cross the right-of-way and quitclaiming any prior- rights are in hand to be processed after the route numbers are assigned. Additions will be made effective only on the first of the month. All data is to be in the office of the Department of Transportation, Edinburg Residency by the 1st of the preceding month. COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 EDINBURG, 22824 WILLIAM H. BUSHMAN RAY D. PETHTEL COMMISSIONER ( 703 ) 984-4133 RESIDENT ENGINEER October 16, 1988 Mr. Ed Molden Ref: Albin Village Subdivision 2400 Valley Avenue Section I Winchester, VA 22601 Frederick County Dear Mr. Molder.: In reviewing the information submitted for the addition of streets into the Secondary System in the above referenced subdivision, I found The Potomac Edison Company did not submit quit claim permits in accordance with the Department's Land Use Permit Manual. To expedite this matter, please inform Potomac Edison of necessary requirements to comply with submittal of land use permits as they have done in the past. The quit claim permits must be submitted on Land Use Permit Form CE-7 with sketches or plans as shown on Pages 6-66 and 6-67 of the Land Use Permit Manual (copies attached) for streets to be taken into the System. Should you have any questions, please advise. Sincerely, C. William Lam Hwy. Permits & Subd. Spec. Senior For: J. B. Kessler Assistant Resident Engineer CWL/rh Attach. xc: Mr. R. L. Moore Mr. Robert W. Watkins The Potomac Edison Company TRANSPORTATION FOR THE 21 ST CENTURY too N 7" ✓'vy�'J J v �CJQ' i !J ' /�7�% �r e P T /C �Gi' cJi ►�' � �YJ �r7 �S �Ce' ✓l v e / 6 / alternative, the developer may construct the streets under direct inspection of the Department of Highways and Transportation, the cost of which shall be borne by the developer. In those jurisdictions where the county staff administers a comprehensive subdivision construction inspection program the Department may also waiver the surety requirement. Surety may be in the form of a performance bond, cash deposit, or other form mutually acceptable to the Department and the developer. Any surety other than bond or cash deposit must receive approval from the Secondary Roads Division and the Fiscal Division prior to processing. B. Maintenance Fees The Secondary System budgets within the several counties are effective for a fiscal year, running from July 1 through June 30 of the following calendar year. Any streets added subsequent to July 1 of any given year will not have been accounted for in the budgetary process. Therefore, a maintenance fee in accordance with Table III will be required for any subdivision street addition which will be effective at any time other than July 1. Any fraction of a month is to be counted as a whole month. Official acceptance dates cannot be made retro- active, so when extenuating circumstances prevent official acceptance as of July 1, it will be satisfactory to request that the effective fee date be retroactive to July 1 and, if approved by the Secondary Roads Division, no maintenance fee will be required. Keen discretion must be exercised by field engineers in making judg- ments as to what constitutes an extenuating circumstance. Administrative delays beyond the control of the developer would be considered an extenuating circumstance. But delays caused by the developer's failing to comply with certain requirements would not be considered extenuating. 2. Rights of Way A. Widths Right of way widths in accordance with Tables 1 and 1A are required to be dedicated to public use. If sidewalk is to be provided, additional right of way width will be required to the extendt necessary to accommodate the sidewalk. B. Landscaping All disturbed areas within the dedicated rights of way and easements shall be restored with a vegetation which is compatible with the surrounding area. No streets shall be accepted for maintenance where there is visual evidence of siltation unless appropriate protective measures in accordance with the Department's construction practices have been taken. Any planting of trees and/or shrubs shall be in accordance with the Department's Environmental Quality Division's "Guide for Tree and Shrub Planting on Virginia's Streets and Highways." _-pw C. Utilities It is the policy of the Department to require a clear and unencumbered dedication of rights of way on all additions to the system. Therefore, any easements or other interests within the platted right of way must be _quit IaC imed of any prior rights therein in exchange for a permit to occupy the space. This permit shall be processed by the Residency; once the acknowledgment of acceptance of the street has been received, and a route number has been assigned. No inspection or guarantee fee will be required for the issuance of the permit in this instance. All longitudinal underground utilities shall be located under the shoulder of the road insofar as is practical. Commission policy prohibits the open -cutting of paved or surface -treated roads. Therefore, all lateral under- ground utilities to be installed prior to the acceptance of the street should be installed before the final surface application. D. "Spite Strips" The Department will not approve plans that include reserved or "spite" strips which prohibit the use of streets J by adjacent properties, whether within or outside the development proper. 3. Drainage Drainage facilities, including off -site facilities when necessary to provide adequate drainage, shall be provided in accordance with the Department's current "Location and Design Division Drainage Manual." A. Easements Drainage easements shall be provided from all drainage outfalls to extend to a watercourse, defined on page 6, or furnish an acceptable agreement from county authorities to save the Department harmless from future claims. In instances where developments divert more intensified runoff into existing VDH&T facilities to the extent that the facilities must be adjusted, such adjustments shall be at the developer's expense, and the developer will be required to furnish any additional easements thus required. B. Curb and Gutter It is not the sense of the Department that curb and gutter be one of its requirements for subdivision streets. However, when curb and gutter have been selected for one reason or another, widths between faces of curbs i Z-a rrd CJf e /* 7' e lF'PF:NDIX 'Z? R/W E. R RTE. 699® ?_ O E.P. Ww 0 (3) Z 0.3 mi. NEW HOUSE Typical Acri2l Cros lino (i;Note size of poles involved in crossing (2 Note size and number of conductors or cables and span length (3 Note distance to dearest intersection �a `;ote width of right of way and pavement or travelway (gravel) s� Show north arrow (-6; Show route numbers Trees O ---s-- x - 0E.P. N RTE. 5O680RE—' 2 t R/ W x \ swamp Z O Plan View Typical Underground Installation � z 5 4 r 3 6'� EP E.P. GORE 3{ �• t 0 Cross-sectionView (Looking FJorth) Note size of cable, conductor, or pipe and 1�nbths 3 2' always reference location to edge of pavement or trax,clivay (gravel) �JNote distance to nearest intersection Note width of right of way and pavement or travelway ,'s. Show north arrow Show route numbers Show unusual conditions requiring use of right of way ( Show cross-section of roadway (cuts, fills, ditch, curb & gutter, etc.) U Show distance of underground installation from right-of-way line 6-66 11 ' ��o�� -F ✓ors �ci � w� e � ,�' rr� • �' /� r� v E t BIGHT OF WAY tii rLNL'1;C Z3 I� ROADWAY STRUCTURE ! ROADWAY (VENT PAV_MENT -7 SHOULDER BASE SUBBASE 'MIN. fv i "MIN. CASING i DRAIN ENCASED CROSSING RIGHT OF WAY 11 FMARKER ROADWAY STRUCTUREI'.OADINAY STRUCTURE 1 l�1ARKER - — 1 'MIN. BASE 'MIN. BASE •MIN. ! SUBBASE \ SUBBASE t _ CARI:I:R PIPE VENT MIN. CARRIER PIPE (b ) UMOASE® CROSSMG 'Minimun depth of bury should be specified to conform with Departmental policy. u. t N RESOLUTION BY THE ' FREDERICK COUNTY BOARD OF SUPERVISORS At a regular meeting of the Board of Supervisors of Frederick County, Virginia, held this 26th day of October, 1988, it was duly moved and seconded that the following resolution be adopted: BE IT RESOLVED, That the Virginia Department of Transportation is hereby requested to add the following roads to the Secondary System of Frederick County pursuant to Section 33.1-229 of the Code of Virginia, 1950, as amended: Albin Drive, Albin Village, Section I, (50' right-of-way), 1,440 feet or 0.27 mile from the intersection of Route 1048 (Caroline Street) to 42.69 feet or 0.01 mile east of Columbia Circle, as described in Deed Book 602, Page 268, dated September 30, 1985. Tunis Court, Albin Village, Section 1, (40' right-of-way), 200 feet or 0.04 mile from the intersection of Albin Drive to 200.00 feet or 0.04 mile northwest of Albin Drive, as described in Deed Book 602, Page 268, dated September 30, 1985. Morgan Court, Albin Village, Section I, (40' right-of-way), 237.86 feet or 0.05 mile from the intersection of Albin Drive to 237.86 feet or 0.05 mile northwest of Albin Drive, as described in Deed Book 602, Page 268, dated September 30, 1985. Targee Place, Albin Village, Section I, (40' right-of-way), 310.00 or 0.06 mile from the intersection of Albin Drive to 310.00 feet or 0.06 mile south of Albin Drive, as described in Deed Book 602, Page 268, dated September 30, 1985. Karakul Court, Albin Village, Section 1, (40' right-of-way), 262.32 feet or 0.05 mile from the intersection of Albin Drive to 262.32 feet or 0.05 mile south of Albin Drive, as described in Deed Book 602, Page 268, dated September 30, 1985. Columbia Circle, Albin Village, Section I, (40' right-of-way), 458.31 feet or 0.09 mile from the intersection of Albin Drive to 458.31 feet or 0.09 mile southwest of Albin Drive, as described in Deed Book 602, Page 268, dated September 30, 1985. AND FURTHER BE IT RESOLVED, That the Board does guarantee the Commonwealth of Virginia an unrestricted right-of-way of either 40 feet or 50 feet as described in the above deed book and referenced page numbers with necessary easements for cuts, fills, and drainage. Motion carried. A Copy Teste 9redn R. Riley, Jr. erick County Administrator 0 ti �2„q TMr' F COMMONWEALTH of VIRC-jINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER (703 ) 984-4133 August 23, 1988 Mr. Ed Molden 2400 Valley Avenue Winchester, Virginia 22601 Dear Mr. Molden: WILLIAM H. BUSHMAN RESIDENT ENGINEER Ref: Albin Village Subdivision Section I Frederick County This is to advise on August 19, 1988 a field inspection was made on the above referenced subdivision. I offer the following list of items which need to be corrected prior to acceptance into the Secondary System. ALBIN DRIVE - Standard VDOT stop sign at intersection of Route 1048, Caroline Street - Remove culvert used for field entrance to open space area fronting Caroline Street; restore area and establish vegetation - Provide minimum 18' vertical clearance for existing aerial crossing at Station 1+35+ - Provide positive drainage for Culverts No. 2 and 3 crossing roadway at outlet end; repair bent end of Culvert No. 2 at outlet end and establish vegetation - Provide positive drainage for culvert at outlet end at cluster mail boxes and establish vegetation - Repair excavated area in pavement at intersection of Columbia Circle TUNIS COURT - Provide positive drainage in ditch line fronting Lot No. 6 and establish vegetation - Reseal total surface area of roadway MORGAN COURT - Provide positive drainage in ditch line fronting Lot No. 13 and establish vegetation - Reseal total surface area of roadway pavement TARGEE PLACE — Stabilize shoulders at intersection of Albin Drive with stone - Provide positive drainage at inlet and outlet ends of Culvert No. 4 - Provide positive drainage for all culverts in ditch line used for private entrances and establish vegetation - Reseal total surface area of roadway pavement TRANSPORTATION FOR THE 21 ST CENTURY if Mr. Ed Molden August 23, 1988 - Page Two - KARAKUL COURT - Provide positive drainage for culverts in ditch line used for private entrances and establish vegetation - Establish shoulder fronting Lots No. 44 and 45 in accordance with typical section and provide vegetation Posts used for newspaper boxes shall be placed at the backside of the roadway shoulder or break point to the ditch line slope. Please call my office if you have any concerns. Sincerely, C. William Lam Hwy. Permits & Subd. Spec. Senior For: W. H. Bushman Resident Engineer CWL/rh xc: Mr. C. E. Maddox, Jy: Mr. R. W. Watkins Mr. Jerry S. King ~ PETITION TO: THE MBLDEW FAMILY CARE OF: PLAZA REAL ESTATE 2400 WIVIRGINIA 22681 FROM: THE ALBIN VILLAGE THE PETITION IS TO REQUEST PROMPT ACTION WITH RESPECT TO REMEDIAL WORK AND PAVING OF THE CUL-DE-SACS IN PHASE ONE OF ALBIM VILLAGE. WE WERE UNDER THE IMPRESSION THAT SUCH WORK WOULD BE DONE BY NOW; ESPECIALLY, SINCE ALL HOME CONSTRUCTION IN PHASE ONE HAS BEEN COMPLETED. WE WOULD APPRECIATE EITHER PROMPT ACTION RELATIVE TO THE WORK OR, AT THE VERY LEAST, YOUR SCHEDULE FOR DOING SUCH. IN THE LATTER CASE, PLEASE ADDRESS YOUR RESPONSE TO EITHER BILL COPENHAVER, 4830 COLUMBIA CIRCLE, OR TERRY MOHR, 4828 CQLUMBIA CIRCLE, ALBIN VILLAGE, STEPHENS CITY` VA. 22655, WHO WILL ADVISE THE ASSOCIATION MEMBERS OF YOUR INTENTIONS. BE ADVISED THAT WE ARE REQUESTING ASSISTANCE FROM THE COUNTY ON THIS MATTER. SIGWEES: . � DISCUSSION WITH DENNIS MOLDEN - 3:00 - M - 4/18 ROADS - ONLY REMAINING WORK ON THE ROADS IS ON COLUMBIA CIRCLE. - COLUMBIA DITCHES ON NORTH SIDE OF ROAD WILL BE REDONE AND ROAD WILL BE REGRADED, TARRED, AND CHIRPED. - WORK WILL BE DONE BY THE END OF APRIL. - ANY REMAINING WORK ON THE ROADS WILL BE TO MEET STATE DICTATES FOR THEM TO ASSUME RESPONSIBILITY. - THEIR ROAD CONTRACTOR IS JERRY KING. MOWING - PLAZA WILL NO LONGER BE RESPONSIBLE FOR THE COMMON ELEMENTS IN PHASE I. THIS IS NOW THE HOMEOWNERS' RESPONSIBILITY. (THE COMMON AREAS BECAME THE ASSOCIA- TION'S RESPONSIBILITY ON 416i88 WITHOUT OUR ACCEPTANCE.) - I REQUESTED THAT THEY CONSIDER HYDROSEEDING THE PHASE I COMMON ELEMENTS WHEN THEY HYDROSEED PHASE II. I STATED THAT THE TAKE OF THE SEED IN THE COMMON ELEMENTS IN PHASE I WAS POOR BECAUSE OF A LATE SUMMER SEEDING IN DRY WEATHER. HE SAID THEY WOULD CONSIDER IT. (AP- PARENTLY, WE ARE GOING TO HAVE TO HAVE A COMMUNITY MOW BEFORE THE RESEEDING.) - I REQUESTED THAT THE SOD LIFTING BEHIND ALBIN VILLAGE BE ACCOMPANIED BY SOME FORM OF RESEEDING EVEN IF IT WERE ONLY A PERENNIAL RYE IN ORDER TO GET SOME GROWTH AND CUT DOWN ON THE DUST. HE SAID THAT HE WOULD DISCUSS THE MATTER WITH THE SOD CONTRACTOR. - I INVITED THEM TO THE WEDNESDAY NIGHT MEETING. HE SEEMED VERY RESPONSIVE AND COOPERATIVE. (RESULT: WRITTEN RESPONSE.) 1 VALLEY MORTGAGE & INVESTMENT CORP. 2400 Valley Avenue 2900 14th Street, North Winchester, Virginia 22601 Naples, Florida 33940 (703) 667-7850 MELISSA M. MARCANI, PRIES. (813) 263-0300 ED L. MOLDEN, EX. VICE-PRES. & TREAS. DENNIS L, MOLDEN, VICE-PRES. CHRISTOPHER A. MOLDEN, VICE-PRES. LORILEE M. MOLDEN, SECRETARY April 19, 1988 TO: MEMBERS OF THE ALBIN VILLAGE HOMEOWNERS ASSOCIATION We the developers of Albin Village, have received sev- eral inquiries concerning the State Highway Departments' ac- ceptance of the streets and cul-de-sacs in Section I; and also inquiries concerning the Common Elements, With this letter, I hope to answer those questions and put the Associations fears to rest. STREETS AND CUL-DE-SACS As previously stated in our letter dated August 10, 1987, VMI Corp, is responsible for maintaining and preparing all road- ways in Section I for acceptance by the Va. Highway Dept. At this time there are several places that need repairs ( mainly on Columbia Circle ). The General Contractor hired by VMI Corp. is currently working with the Highway Dept. and weather permitting should begin work by May 1, 1988. Also, the Highway Dept. has requested that the fence on Lot 14 be removed from their right - of -way. The owner has been notified and is in the process of rectifying the situation. The General Contractor has given us a completion date of July 1, 1988. COMMON ELEMENTS As stated in the August 10, 1987 letter, VMI Corp. agreed to grade and seed these areas to create a lawn -like area. In the fall of 1987, these areas were hydizi-seeded, however we realize that several of these areas still need attention. Now that the MORTGAGES LAND DEVELOPMENT RENTALS growing season is upon us, VMI Corp. will rework and reseed the following bare spots: 1. Around the Main Entrance Sign 2. Around Mailbox area 3. Where Century-21 Office Trailer was located 4. Columbia Circle area In order to do the job properly, these areas should first be mowed. Mowing immediatly after reseeding would blow the seed away from these areas. As of April 6, 1988, the Common Elements in Section I have been the property of the Albin Village Homeowners Association, as the Deed to these areas was recorded in the Fred- erick County Courthouse at that time. The Association holds fee simple title to these areas and is responsible for maintaining them, but VMI Corp. is still responsible for the final seeding of these area. If the Association will notify me as soon as these areas have been mowed, we will rework and seed the areas mentioned above. I hope this letter has addressed the Associations concerns. Sincerely, Melissa M. Marcani President COMMONWEALTH OF VIRGINIA DEPARTMENT OF HIGHS"JAYS AND TRANSPORTATION 6018 9NO NO (703) 984-4133 August 7, 1987 Mr. Mark D. St. Amand 4826 Morgan Court Stephens City, Virginia 22655 Dear Mr. St. Amand: Fief: Albin Village Subdivision Section I This is in response to your letter dated August 2, 1987. The developer has submitted a set of plans which have been approved. when the street: have been constructed according to the approved plans, the streets can be added to the Secondary System providing the Frederick County Board of Super- visors pass a Resolution requesting the streets be added to the Secondary Sysatevi. Listed below is my response to your questions outlined. 1. No. 2. Yes. 3. Completed according to the approved plans and maintained. 4. The developer in this subdivision has a contractor under contract who is to complete the streets according to the approved plans. 5. To date the streets have not been added to the Secondary System. Should you have any questions, please do not hesitate to contact me. Sincerely, K. D. Walker Hwy. Contract Admin. "A" For: W. H. Bushman Resident Engineer KDWA a cct Mr. Ed iMlolden Mr. Charles L. Maddox, Jr. Mr. Robert W. Watkins Mr. D. E. Lee Stephens City Headquarter's Highways &Transportation Dept. Virginia Commonwealth Stephens City, VA 22655 Dear Sir: I am a homeowner in the Albin Village subdivision located near Stephens City, VA. The process has been initiated to establish a homeowner's association which supposedly will assume certain financial responsibilities from the developer, Valley Mortgage and Investment Corporation, whose office is in Winchester, VA. Several questions remain unanswered in my mind and, as a homeowner, I feel that I need this information to make a sound decision regard]_ng the acceptance of the association from the developer. The next scheduled meeting of the homeowner's is August 19, 1987 and, if at all possible, I need answers to the following questions in writing prior to that date. 1. Has the state accepted responsibility for any of the roads in Albin Village, Section 1? If so, which streets and culdesacs?. 2. By the state accepting the roads, does that imply that snow removal on the roads and grass trimming along the road edge and drainage ditch will be performed by the state? 3. If the roads are not up to state standards, what improvements must be made for them to qualify? 4. Can you, as a state representative, provide a cost estimate for any required improvements or would they have to be obtained through private industry? 5. If the state has accepted responsibility for the roads, would you please submit a copy of the accentanc:e agreement-; stutc.ment? Please send your reply to me at the following address: Mark D. St. Amand 4826 Morgan Ct. Stephens City, VA 22655 Thank you for your time and assistance. Sincerely, Mark D. St. Amand COMMONWEALTH OF VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION sty 50 fks 00% c5g "?p �y M,JkA 140 aE Letinburg, Virgirda 22824 (70-3) 9C4-4133 August 30, 19-65 Mr. C17arles E. Madder, Jr.. P.E. Reft Albin Villane Subdivisor. CIO Gilbert W. Clifford & Associates, Inc. Phase 1 20 South Cameron Street Frederick County P. 0. BOX 2104 t4inchester, 'Virginia 22601 1-lear Chucks This is a follow-up to our letter to you dated August 12, 1985 concerning the pavemetAt design of a minimurn of 80 of Aggregate base Material, Type 1, Size 21-A with a surface Painimum of 3200 lb. per esquure yards 13ituminous Concrete. Type 5-10. In ray letter dated July 17. 1985 1 advisee the minimurm 211 of S-10 was 8. ter -nF,.orary approval pcndirg formal review by our 0istrict Matari-al's Ergine-ar. This 211 was placed 1>rior to his review -which araourits to approximately 220 pounds. This means approxi(nately 80 pounds would be required to meet the adrdmum design based. on the CBR teats and the traffic coun.t. It is the opinion of this office, the minimum 80 pounds could vot be laid in an approved or accepted inanner to keep fro in having future problems. 'Therefore, we will accept the ZO which has been placed with the underztalQixn t t It E*atisfactory at the time of the request to add this section of 5treet to the Secondary System and with the understanding the extension of this street .ill require the absolute adnimum of 300 pounds as previously advised - Should you have any additional questions, please cio not hesitate to contact me. Sincexciy, K. D. Walker Inspector Forz W. H. Bushman Resident Engineer KDW/ks cct Mr. T. R. Blackburn Mr. John T, P, Horne Mr. Ed Molden COMMONWEALTH OF VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION C\j AUG 1985 vc- 0 C3 UEPT. OF PLANNING AND ,VELOPMENT Edinburg, Virginia 22824 (703) 984,4133 August 27. 1985 Mr. Charles L. Nladdox, Jr., P.L. Ref: Albin Village Subdivison C10 Gilbert W. Clifford & Associates. Inc. Section 1 20 South Gaa-ieron Street Tunis Ct. P. 0. Box 2104 Winchester, Virginia 22601 Dear Chuck: This will confirm my telephone conversation with you last week wherein I advised we were concerned on Tunis Ct., no provision had been anade for the surface water which is discharged from the end of the street. Before this street can be added to the Secondary Systern, it will be necessary to provide • drainage easement. It appears the logical place to run this water Would be to provide • drainge easetnent from the end of the street to Caroline Avenue to the existing culvert. Should you have any additional questions, please do not hesitate to contact me. incerely, K. D. Walker Inspector For: W. If. Bushman Resident Engineer KDW/ks cc: Mr. Ed Molden Mr. John T. F. iforne I . 4k_ COMMONWEALTH OF VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION AUG 1985 R E EC DEPT. OF PLANNING IT N; Ldinburg, VtrViria 22824 K10 DEVELOPMENT Zllitt (703) 984 , -4133 q�. ez#,.__ August 12, 1985 Mr. Charles L. Maddox, Jr., P.F. C/O Gilbert W. Clifford & Associates, Inc. 20 South Cameron Street P. 0. box 2104 Winchester, Virginia 22601 Dear Chuck: As advised in my letter to you dated information you submitted dated July 19. and he has the following comments. Ref: &1bir Village -Subdivision Phase I Frederick County July 17, 1985. we have forwarded the. 1985 to our District Material's Engineer In the original pavement design we used a design GBR value of 3.0 bases' on samples taken by the District Geologist and ran in the District Soils Lab. As you know, at the request of the developer, Foundation Engineering samples this area. and came up with a design CB R value of 9.7. It has been our policy in the past, and will continue in the future, that when a discrepancy occurs between a contractor's or producer's sample and the sample ran by the highway Department, the Department's results will govern. I woufd want to point out even with this wide discrepancy in the bearing value, the difference in the design amounts to only one-half inch of the plant mix. In the design of pavements, the bearing vaiiie of the soil does not have near the impact the traffic count does, which brings us to the second questionable area. If we accept your analysis that traffic at the decision point will be split evenly and no traffic from three (3) previous mentioned roads will use Albin Drive, then when the time conics to design the sect -ton of Village Lane in what is termed "Phase 11111, this design will be based on traffic generated by the sixty-one (61) lots in Phase III in addition to the one-half traffic assurned to be going north from the decision point We certainly should not be receptive to an anticipated analysis at a later date that there is another decision point on Village Lane and part of this traffic will indeed, be using, Albin Drive. Pith this in mind, we have cone up with the following pavement design: Using your estimate of 78.5 lots and the accepted figure of 7.5 vpd per lot results in a daily traffic count of 589. The design CBR times the resftiency factor of 2 gives a soil support value of 6.0 resulting in a C Thickness Index of 12.6. From this, the following pavement design was calculated: COMMONWEALTH OF VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION Ldinburg', Virgiria 22824 (703) 984 4133 Aupust 12, 1985 Mr. Charles E. Nfaddox, Jr., F.E. C/O Gilbert W. Clifford & Associates Inc. 20 South Cameron Street P. C. Box 2104 Winchester, Virginia 22601 - 2 - Ref: Albin Village Subdivision Phase I Frederick County Base Eight inches Aggregate Base 'viaterial, Type 1, Size 21-A Surface 30G lbs. per square yard Bitul'ilinous Concrete, Type S-10 Here I must caution this design is adequate only if the projected traffic count does not increase and proper compaction is obtained on both the stone and plant inix layers. If both of these conditions are not met, we will be looking at a failing pavement very soon. Should you have any questions, please do not hesitate to contact me. 'S'incerely. K. D. Walker Inspector For: W. H. Bushman Resident Engineer KDW/ks cc: Mr. T. R, Blackburn Mr. John T. P. Horne Edinburg, Virginia 22824 (703) 984-4133 February 6, 1985 Mr. Charles E. Maddox, Jr., P.E. Albin Village Subdivision Gilbert W. Clifford & Associates, Inc. Section I 20 South Cameron Street P. O. Box 2104 Winchester, Virginia 22601 - 2 - V 3. Flare radius at the intersection with Caroline Drive should be increased to fifty (50) foot. `-'4. The eighteen (18) inch pipe at Station 7+50 to be skewed as noted. �i 5. Future easements from the pipe under Albine Drive should be provided to natural drainage or to where the detention basin outfalls. 6. Standard underdrains and protective covering to be installed where necessary and at approximate locations noted on the plans. 7. It is noted that the proposed sewer line does not have the minimum three (3) foot cover. Please be advised that all mains and service lines are to maintain a minimum three (3) foot cover. This would include cover at the ditchhline. When the revised plans have been prepared, please return three (3) sets of plans for our review. Sincerely, g K . D . Walker Inspector For: W. H. Bushman Resident Engineer KDW/ks cc: Mr. W. F. McCormick Mr. T . R . Blackburn Mr. C. E. Mattox HA _C, C. KING COMWSS�O%ER EDGAR BACON. JONESViLLE, BR:STOL DJSTRICT T GEORGE VAUGHAN.: R GALAX,.S 4 LEW DI!, TRICT JAMES L Cl"/DSON, JR, LYNCHBURG. c1'•t',48LRC DISTRICT WM M T FORRESTER, RICHMCNO,RICKNOVDD!STR/CT RICHARDG BRYOGES,VIRGINIA8EAC8,SLFFO'SDISIRIC7- n R H-MPHREYS.JR WEEMS. FREDERICKSRLRI. :VS7-RIT _. +STANCE R KINCHELOE,CULPEPER,CL'LPEPER D757RIC7' ROSERT W. SMALLEY, SERRYVILLE, STAG %'TO.1 DiSTRICl' JOSEPH M. GUIFFRE. ALEXANDRIA, \ORTHERI IIRGIN14 DISTRICT T. EUGENE SMITH, MCLEAN,A TL4RGFL'RR4V ROBERTA. DUICKE, SLACKSTONE..4TLARGE.RCR4L COMMONWEALTH of YIRQj1NIA DEPARTMENT OF HIGHWAYS & TRANSPORTATION 1221 EAST BROAD STREET RICHMOND, 23219 Edinburg, Virginia 22824 (703) 984-4133 February 6, 1985 Mr. Charles E. Maddox, Jr. , P.E. Gilbert W. Clifford & Associates, Inc. 20 South Cameron Street P . 0. Box 2104 Winchester, Virginia 22601 Dear Chuck: OSCAR K. MABRY DEPUTY COMMISSIONER J. M. WRAY, JR. CHIEF ENGINEER J. T. WARREN DIRECTOR OF ADMINISTRATION H. W. WORRALL DIRECTOR OF FINANCE JACK HODGE ASSISTANT CHIEF ENGINEER SALLY H. COOPER DIRECTOR OF RAIL AND PUBLIC TRANSPC=TATION J. G. RIPLEY DIRECTOR OF PLANNING AND PROGRAMM 1G Albin Village Subdivision Section I This is in response to your letter dated November 25, 1984 along with your revised plans for the above referenced subdivision which we sent to our District Office for their review. They have the following comments: 1. The open space area, or a part thereof, be designated as a drainage easement. The drainage easement would extend from the highway right of way to the natural watercourse now downstreamed of the detention basin. 2. The proposed streets be accepted into the Secondary Roads System with the understanding that the basin could be removed if it is not properly maintained by others and if, due to lack of proper maintenance, it becomes detrimental to the Highway System. 3. The VDH&T not accept any r.:sponsibility for the design, construction or main- tenance of the detention basin. Note number two (2) and number three (3) should be added to the plans in the form of a note to assure proper maintenance and absolve the Department from any liability due to the basin. It appears the ultimate traffic could be in excess of 1,000 VPD on Albin Drive. Therefore, we are recommending the typical section be revised to show approximately three (3) inches of B-3 bituminous concrete and 165 pounds of surface course pavement mix for the pavement on Albi- ` l,,;- ­ould be verified by our Materials Department when the CBR Tests are conducted. Other recommendations are as following: 1. The subbase stone should extend a foot beyond the edge of pavement. 2. The ditch width should be increased to four (4) foot with sixteen (16) inch depth to accommodate entrance pipes along the street. TR ^-.`j-,"P0 < i ' , A S IIF F, I !N'-S VALLEY MORTGAGE & INVESTMENT CORP. 2400 Valley Avenue 2900 14th Street, North Winchester, Virginia 22601 Naples, Florida 33940 (703) 667-7850 MELISSA M. MARCANI, PRIES. (813) 263-0300 ED L. MOLDEN, EX. VICE-PRES. & TREAS. DENNIS L. MOLDEN, VICE-PRES. CHRISTOPHER A. MOLDEN, VICE-PRES. LORILEE �CRETARY Mr. John Horne Frederick County Plann and Development 9 Court Square Winchester, VA. 22601 Dear John: FF'81985 9 AND DEvtL,,"-1 i,,NG . February 14, 1985 Albin Village e: Lot Assessments Pursuant to our phone conversation of yesterday, this is to verify that we feel a $50.00 per lot maximum assessment is more than sufficient to meet the demands of maintenance of common areas in Albin Village. The following is a breakdown of expected expenses in main- taining the 15 acres of common area in Albin Village. 1. Mowing and cleanup 6 times per year at $200.00 each ..$1200.00 2. Fertilize and seed 2 times per year 3. Miscellaneous and Contingencies .... 600.00 .... 200.00 Total yearly expenditure for maintenance of common areas ....$2000.00 If we take the $2000.00 figure and divide by the total number of lots (227), the cost per lot is $8.81. As you can see, this is well under the $50.00 per lot maximum. I hope this breakdown is satisfactory. If you have further questions, please don't hesitate to call. Thank you. CAM:abd Sincerely, VA Y MOR GAGE & INVEST. CORP. Christ her A.-Molden Vice President MORTGAGES LAND DEVELOPMENT RENTALS COMMONWEALTH OF VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION Edinburg, Virginia 22824 (703) 984-4133 July 17, 1985 Mir Chuck E. Maddox Jr, , P.E. G/0 Gilbert W. Cliffora: & Associates, inc. 20 South Gazero n Street P. C. Box 2104 Winchester, Virginia 22601 Dear ChL�ck; Ref: Albin Village (Phase 1) Frederick County E This is to confirm our telephone conversation of Monday. July 15, 1985 concerning the pavement design for the above ra-erenced sutdiviaion. eve are approving the suggested desigii as shown on your tranar-aittal of July 9. 1985. Namely� 84 of ZI-A Aggregate Base and 211 of S-10 Plant NAx. This is a temporary approval pending formal review of your analysis by our District Material Engineer, Mr. T. R. fflaclkburn - By copy of this lo-tter to him, we are tranamittine, your analysis, We agreed ip. our conversation if w1ditional plant mix material in excess of the 20 of 5-10 is required, it would be 1.4aced prior to our accepting the streets for maintenance. Nlr. Keith 'KaWer anti I both feel intuitively spoakinp, your traffic analysis is ratiotial and viable. Certainly, a strong argument can be made for the traffic split as you have shown, Let me ktfow if I have r;.A described thdn�gs as cve eiscussod Sincerely, W. H. Bushman Resident Lngineer WHB/ka cc; Mr. T R. Blackburn Ivir. K. 0. Walker k4r. John T. V. borne L—" C-3~ ��~ X 0:=­ #:=­113 F;.":1_3 ;8i�L 1'.`3 1-E-3 CJ! � :--,.~ , I P14 C.�~ MEMO TO: Virginia Department of Highways and Transportation ATTN: Mr. Bill Bushman, P.E. Frederick County Planning Commission ATTN: Mr. John Horn Valley Investment Properties ATTN: Mr. Kit Molden Kings Plumbing and Heating ATTN: Mr. Jerry King FROM: Charles E. Maddox, Jr. - P.E., Vice -President SUBJECT: Albin Subdivision - Pavement Design DATE: July 17, 1985 Attached to this memo is a summary report from this office and a report prepared by Foundation Engineering of Virginia which indicates a pavement design for the main road on this development should include 8" (eight inches) of VDH&T 21-A base and 2" (two inches) of VDH&T S-10 surface course. This matter has been reviewed with Mr. Bill Bushman and Mr. Keith Walker of the VDH&T and with Mr. Steve Garrison of the Frederick County Planning office. This memorandum will summarize understandings established as a result of this report and discussion and will serve as official direction to the owner and contractor regarding how to proceed in this matter. Mr. Bushman is in basic agreement with the findings of this report. He has verbally approved the pavement design for use on the main road in this subdivision. He indicates that upon satisfactory completion of the work as described, his office will. advise the contractor and/or owner and/or County that the work is done in substanial accordance with the VDH&T requirements. A stipulation that additional work may be required prior to acceptance of the road into the State system will be made in this letter. A determination of any work that may be required will be based on the situation and the inspection of the facilities made at the time application for acceptance into the system is made. Mr. Blackburn, materials engineer with the Staunton District Office, VDH&T, has been on vacation for approximately two weeks and has not been consulted with regard to Mr. Bushman's decision. Mr. Bushman feels confident that Mr. Blackburn will agree with his decision. If changes are necessary, it is felt they will be minor and they can be taken care of prior to acceptance of the work into the State system. Mr. Garrison was consulted with regard to this situation and he indicated that as long as the letter from the VDH&T approving the work in place was relatively clean, his office would have no problem issuing the necessary building permits in order for the owner to proceed with development of this project. The situation regarding this project is the owncr has elected not to post a bond, but to build the roads, sewer and water systems to required standards prior to application for building permits. The owner intends to pave the roadways based on the design indicated herein on Monday, July 22, 1985. Regrading and seal coat work will occur on July 18 and 19. On receipt of a letter from VDH&T sometime during the week of the 22nd, the owner intends to apply for building permits from Frederick County. The purpose of this memorandum is to summarize the understandings and to allow for changes if any should occur prior - to work proceeding. For this reason, copies of this memo are being hand -delivered to all parties on Thursday morning, July 18. Should any modifications or clarifications be necessary, please contact the writer immediately. CEM,Jr. FOUNDATION ENGINEERING OF VIRGINIA Consulting Geotechnical Engineers 2050 GARBER ROAD WINCHESTER, VIRGINIA 22601 Telephone: (703) 667-9300 July 2, 1985 Mr. Ed Molden Molden Real Estate Corp. 2400 Valley Ave. Winchester, Virginia 22601 Re: "Pavement Evaluation for Albin Drive, Albin Village Subdivision, Frederick County, VA. (SC-369) Dear Mr. Molden: In response to your request, we have performed a pavement evaluation for the subject subdivision road. Our evaluation includeda field reconnaissance to classify and obtain representative samples of the-subgrade soils; laboratory testing to determine design CBR values; and a pavement analysis in accordance with the Virginia Department of Highways and ` Transportation design guide titled "Design Guide for Subdivision Pavements in Virginia." This report presents the results of our evaluation with specific recommendations regarding pavement sections. At the time of our site reconnaissance on June 21, 1985, the base stone had been placed and compacted to a depth of approximately 8 inches. In general, the base stone -had been placed on an undisturbed weathered shale. The exceptions were areas where utility trenches crossed the road. The subgrade exposed along the shoulders and ditches can best be described as a friable highly weathered shale with -isolated clay seams. Gray mottling was evident throughout the upper overburden horizon especially within the - isolated clay seams which were less than 12 inches in thickness. Subsequent laboratory tests performed on representative samples of the bearing subgrade revealed approximately 36 percent passing the #200 sieve. Atterberg limits tests performed on the fraction passing the #40 sieve, indicated that the material was basically silty with a liquid limit of 25 and a plasticity index of 4. A majority of the soil sampled can be classified as a silty sand and gravel composed primarily of weathered rock fragments. The soil sample obtained from the bearing subgrade classified as an SM-GM in accordance with ENGINEERING DESIGN - FOUNDATION INVESTIGATIONS - SOIL REPORTS MATERIAL TESTING AND QUALITY CONTROL SC-369 Page 2 the Unified Soil Classification System and an A-2-4 (A-4) in accordance with the AASHTO classification methods. Typically, the weathered rock -which is derived from the Martinsburg shale experiences some gradational breakdown during compaction. This fact has been proven through laboratory sieve analyses performed before and after compaction density tests. This. breakdown has also been observed during field compaction. However, the particle breakdown does not appear to affect the soil bearing especially where the pavement subgrade are bearing entirely on cut. In addition to sieve analyses, we performed CBR tests in accordance with VTM-8. We understand that the VDHT selected a CBR of 3 for their pavement analysis. This selection was based on an A-6 soil classification. This particular classification represents a low to medium plastic clay with, at least, 36 percent passing the #200 sieve and a liquid limit less than 40. As previously described, the soil tested in our laboratory classified.as an A-2-4 (A-4) with a liquid limit and plasticity index of 25 and 4, respectively. CBR tests were performed on soaked samples compacted to approximately 95 and 100 percent of ASTM D-698. The moisture -density test (ASTM D-698) associated with the CBR test yielded a maximum dry density of 115.7 pcf at an optimum moisture of 14.4 percent. The two soaked samples yielded CBR values of 12.5 and 16.7 for the 95 and 100 compaction percentage, respectively. This range of compaction was considered to be representative of the conditions which could occur during construction even though a majority of the road was placed on undisturbed subgrade. The two soaked CBR values, 12.5 and 16.7, were averaged in an effort to determine a representative design CBR. A design CBR value was then calculated using two-thirds of the average CBR value. As indicated by the VDHT design guide, the two-thirds factor compensates for variations of soil uniformity and soil moisture content. Based on the above approach we derived a design CBR of 9.7. Adopting this design CBR and a soil resilience factor of 2, a soil support value (SSV) of 19.4 was selected for evaluating the thickness index. The determination of the thickness index and corresponding pavement section is based on the soil support value and the number of vehicles per day (VPD) . The "VDHT in a May 17, 1985, memorandum recommended a -VPD value of 908. This traffic projection was based on 121 lots with minimal impact from cul-de-sac traffic. Additional traffic studies have been performed by Gilbert W. Clifford and Associates resulting in a VPD of 583. Each of these traffic projections were evaluated to determine a satisfactory pavement section. Pavement analyses performed by the VDHT resulted in the following pavement section: 1-1/2"(S-10), 4"(B-3) and 8"(21A). This section was based on a design CBR of 3 and a VPD of 908. Using this same traffic projection (908) and a design CBR of 9.7, we determined that the following pavement thickness -would be satisfactory: 1-1/2"(S-10), 3-1/2"(B-3) and 8"(21A). Calculations to support this design have been attached. If the SC-369 Page 3 Gilbert W. Clifford traffic projection .is adopted, the pavement section can be substantially reduced to 2"(S-5) and 8"(compacted 21A). In both cases, we recommend that the 21A aggregate be compacted to, at least, 100 percent of ASTM D-698. We are forwarding a copy of this report to Gilbert W. Clifford so that they can attach a copy of their traffic study before submission to the VDHT. If we can be of further service in resolving this issue, please do not hesitate to contact us. Sincerely, F UNDATION ENGINEERING OF VIRGINIA Harvey E Strawsnyder, Jr., P. E. Preside Enclosures 1. Laboratory test results (CBR & Grain Size Curve) 2. Calculations cc: Gilbert W. Clifford & Assocs. -(Chuck Maddox) Project Nome: Albin Street Project Number: SC-369 Date Sampled: 6/21/85 Liquid Limit: NT Sampled By: RMS Plasticity Index: NT Date Completed:6/26/85 Material Description: Weathered Shale ATTERBERG LIMITS AND COMPACTION TEST RESULTS ill 110 108 8 10 12 14 16 18 Moisture Content, percent ASTM D-698 Method C Maximum Dry Density at Optimum Moisture 115.7lbs./cu. ft. Optimum Moisture 14.4 CC: By Joe E. Lock Mark L. Whitacre, Lab No: FOUNDATION ENGINEERING OF VIRGINIA, P.rLlo d C. Winters C.E.T. Winchester, Vlralnla 4 -4 COMMONWEALTH OF VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION TR j 1 Edinbura, Virginia 22624 -4133 (703) 984 February Z1, 1985 Mr. Charles E. Maddox, Jr., P.E. Ref: Aloin Village Subd'ivislon Gilbert W Clifford & Associates, Inc. Section 1 20 South Cameron Street Frederick County F. 0. Box 211,','4 Winchester, Virginia 22601 Dear Chack� This is in rcspon5e to ti-m! revised plans you recently subm.1tted on the a)>ove r,^ferenced subdivision ard to advise It npperrs all correctio-as have been made as per our letter dated February 4, The following are some, of the requirements which you aust be governed by. Base depth: be determined by CBR tests conducted by the VIrgiria Ilepartment of .V highways and Trana-port-atloa at Lhe- axpen of the developer. These tests require approximately two (2) weeks, therefore, It IS suggested you request these tests prior to placing the base stone or after the rough grading has been completed. A permit oust be appllv� for and approved for the connection that enters onto the State's right Of w37 before work is started. E,nclosed you vill find a copy of the minimum requirements and data for subdivision streets prior to acceptance into the State Secondary System. This is your resPons- ouLity If you 1have any additional questions, please do not hasiLate to contact me, Sincere Iv. K. D. WAlker Inspector For; W. N. Bushman Resident Engineer KUW/ks Attach. cc* Mr. W. F. McCormiciL Mr. C. E. Hattax Mr. John T. F. Horne INFORMATION AND 1.1T.'•. NEEDED FOR 3DIVISION STREETS PRIOR TO NCE INTO ST',TF ��'CONDAF.1__ Subdivision streets may be considered eligible for acceptance into the State Secondary System when built according to plans approved by the Department of Highways and Transportation, properly maintained since completion and rendering a public service. (Public service is generally defined as serving three (3) occupied dwellings.) The following is to be furnished to the County Subdivision Administrator at least three (3) days prior to the adoption of the resolution by the Board of Supervisiors requesting the addition. One (1) copy of plans showing: ,Roadway geometrics Drainage.and drainage easements Date and place of recordation, Deed Book number, and page number Three (3) copies of final plat. Maintenance fee - check payable to "Treasurer of Virginia". Maintenance fee is required based on the length of the streets being taken into the system from the date of acceptance to June 30, (the end of the fiscal year). No maintenance fee is required if the addition is effective July lat. Less than } mile - at the rate of $300.00 per year @ $25.00 per month.. k mile to 11 mile - at the rate of $600.00 per year @ $50.00 per month. Over 11 mile - at the rate of $1200.00 per mile per year prorated monthly. Bond to guarantee workmanship and materials for one year from date of acceptance. Less than mile - $3750.00 k mile to mile - $7500.00 1 Over k mile - at the rate of $15,000.0Q per mile Signed permits covering all utilities, publicly or privately owned, to occupy or cross the right of way and quitclaiming any prior rights are in hand to be processed after route numbers are assigned. Additions will be made effective only on the first of the month. All data is to be in the hands of the Department of Highways and Trans- portation by the 20th of the proceeding month. r C.E. 6(o7- a!38 �� e ea^ , lam- I Mr cwis+opho- A. (�i�) N�oulelen 24a dal IN ��l�nches�r � �1. aka I rOAlbin Village Subdivision pequon District f