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Interstate Properties Subd - Backfile
,If rdruirk Canntg Peynrtmen# of 1lanning aub- P.efrclay r en# DIRECTOR JOHN T. P. HORNE DEPUTY DIRECTOR STEPHEN M. GYURISIN February 28, 1983 Mr. Langdon Gibson Interstate Properties Subdivision 2050 Gerber Road Winchester, Virginia 22601 Dear Mr. Gibson: P. O. Box 601 9 COURT SQUARE WINCHESTER, VIRGINIA 22601 This letter is to confirm the Frederick County Board of Supervisors' action at their meeting of February 23, 1983: Approval of Interstate Properties Subdivision on the southwest corner of the intersection of Route 50 East and Route 522 South in the Shawnee Magisterial District to subdivide five lots, zoned B-2 (Commercial, General) for commercial developments and to construct approximately 1,100 feet of roadway to Virginia Department of Highways and Transportation standards. If you have any questions, please do not hesitate to contact this office. Sincerely, Jo n . P. Horne Di for JTPH/rsa 703/662-4532 Interstate Properties Subdivision 5 Lots, Zoned B-2 (Commercial -General) LOCATION: Southwest corner of intersection of Route 50 East and Route 522 South. MAGISTERIAL DISTRICT: Shawnee Magisterial District PROPOSED USE AND IMPROVEMENTS: Subdivide 5 lots for commercial developments and construct approximately 1,100 feet of roadway to VDH&T standards. REVIEW EVALUATIONS: Virginia Dept. of Highways and Transportation - No objection; subject to final review of drainage calculations City of Winchester - The Winchester Planning Commission has approved the road layout. Water and sewer service is available in accordance with the City's January 13, 1976, Sewer Extension Policy. Planning and Zoning - No objection; individual site plans will be submitted on each development. STAFF RECOMMENDATIONS: Approval. Final plat must reflect all VDH&T requirements. PLANNING COMMISSION RECOMMENDATIONS: Approval, by the following majority vote:* YES: Messrs. Romine, Kirk, DeHaven, Golladay, Palumbo, McDonald NO: Messrs. Myers, Brumback *Mr. Stiles was not present for this vote. �xe�ert�ck Bonn#g Pryaz#nzrn# of 1hanning nnb PefYelnynten# DIRECTOR JOHN T. P. HORNE DEPUTY DIRECTOR STEPHEN M. GYURISIN TO: City of Winchester M E M O R A N D U M FROM: John T. P. Horne. Director P. O. Box 601 9 COURT SOUARE WINCHESTER. VIRGINIA 22601 , ATTN Mr. Jay Givens , ATTN ATTN ATTN ATTN Date December 9. 1982 SUBJECT: Review comments on Conditional Use Permit X Subdivision Rezoning Site Plan We are reviewing the enclosed request by Interstate Properties, Inc or their representative Langdon Gibson (665-0171) 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 703/ 662-453 2 Mlt 9 dare 61 d-44� Ct�.�neh.eatac�, Up. aa�e� &-0 5 - of 7) DIRECTOR JOHN T. P. HORNE DEPUTY DIRECTOR STEPHEN M. GYURISIN TO: �XEI%Qxt��t �irlixYtt� Repartrarnt of 1hanning nub P r.eCoy ent M E M O R A N D U M P. O. Box 601 9 COURT SQUARE WINCHESTER, VIRGINIA 22601 City of Winchester , ATTN Mr. Jay Givens FROM: John T. P. Horne, Director ATTN , ATTN ATTN ATTN Date December 9, 1982 SUBJECT: Review comments on Conditional Use Permit X Subdivision Rezoning Site Plan We are reviewing the enclosed request by Interstate Properties, Inc or their representative Langdon Gibson (665-0171) . Will you please review the attached and return your comments to me as soon as possible. ---------------------------------------------------------------------- This space should be used for review comments: 41aler 5g der i 3 a va.'/n6/Q fc yraaos&c1 r rr/o.►co Signature (2Date /Q 42 703/ 662-4532 NOTES: 1. No title report furnished 2. Property subject to easements and/or.rights-of-way of record or otherwise. 3. N- See interstate Properties subdivision plat in Deed Book 556 page 701-705, Office of the Clerk of the Circuit Court of Frederick County, Virginia. L A ' S 630/2'02 "A-- 0\I i 47 90' rS fLTIf 6 , orosi P. DUANE BROWN �J o; W r\' Lor 2-A �'51 'sa !. 204 AGE o;o A o p pRA� N t o ati0 0 As �E ��EASEM N0. 1285 O�"ly �� q s• \�4) V` LAND `'q� 6 20' ELEC7,?IC--WSE0,C1 7 a , 20' bl%97ZR� z�� S'4"V. SEWE*, 3ry L OT J A s 28'31`/7 "rV 4129 AC. 79.96' OWNER/7. 9,3 ' 'S CERTIFICATE The above and foregoing subdivision of the land of HWA Enterprises as appears on this plat is with the consent and in accordance with the desires of —the- undersigned' own r-s,.p.oprietors, and trustees, if any. r March 3, 1986 Gen P ` n H er ises _. < < - March 3, 1986 General F rtner-HWA Enterprises SURVEYOR'S CERTIFICATE I hereby certify that the land contained in this resubdivision is the same land conveyed to HWA Enterprises by deed dated July 13, 1983, said deed recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 562 at page 410. APPROVED: AMENDMENT Pistrator 0 PLAT LOTS 1 P. Duane Brown, C.L.S. OF and (Date) 5U5 3D/ I//S/ON 2 INTERSTATE PROPERTIES SUBDIVISION SHAWNEE MAGISTERIAL. DISTRICT FREDERICK COUNTY, VIRGiNIA DECEMBER 20) 1985 SCALE. I"=t00' gilbert w. c1iff9 \e ,associates, inc. ENGINEERS — LAh-D PLANNERS SURVEYORS 1503 Glde Greenwich Drirc Fredericksburg, Virginia 22401 (703) 898-2115 20 South Cameron Sbea+. Winch —let, Virginia 22601 (703) 68397-21 FINAL PLAT i INTERSTATE PROPERTIES SUBDIVISION LOCATION MAP SCALE I 1500' CITY OF / WINCHESTER/ SHAWNEE DISTRICT FREDERICK COUNTY, VIRGINIA FEBRUARY 21, 1983 SEWER AVAILABILITY TO PARCELS IS IN ACCORDANCE WITH CITY 1976 SEWER EXTENSION POLICY H. BRUCE EDENS ytiti ,� CERTIFIED LAND SURVEYOR WINCHE STER , VA. APPROVED BY FREDERICK COUNTY - BOARD OF SUPERVISORS PLANNING COMMISSION ( RECOMMENDED) SUBDIVISION ADMINISTRATOR VIRGINIA DEPT. OF HIGHWAYS OWNERS CERTIFICATE DAT E DATE DATE DATE I HEREBY CERTIFY THE SUBDIVISION OF MY LAND AS SHOWN PLATTED HEREIN IS DONE WITH MY FREE CONSENT AND IS IN ACCORDANCE WITH MY WISHES AND DESIRES. ROBERT B. DALE JR., PRES. OLD DOMINION SAVINGS 8 LOAN SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THE LAND IN THIS SUBDIVISION IS ALL OF THE LAND CONVEYED TO OLD DOMINION SAVINGS AND LOAM BY UCM CORP., A CALIFORNIA CORPORATION RECORDED IN THE FREDERICK COUNTY COURT CLERKS OFFICE IN DEED BOOK 506, PAGE 141. H. BRUCE E DENS C.L.S. R=5623.58' INTERSTATE RTE. 81 4S�=y 66.3- ' O2 O 9�4 SPILLWAY EASMT 4 (PVT.) --9 SO, A=1299_ 'N c 2O11 F R= 72.00 N sgo 59' X. 07 f tie `00 3/ r 03' A=61 24 ' R=67.54' `C� N 470 02' 15" E A=56 16' 86.95' 217.38'- N 42° 16' 43" E - 237.24' R = 59.00' — - to=136.58' DETENTION BASIN i pe R 100.00' -`"'::EASEMENT (PVT.) mm"'� 10 jRMINeCiE EASEMENT ; Q M .-10'W/M EASMT. M (PVT) 3 ri- 18'WL lv1 & S/S EASMT. / A= 417.17' O O I (PVT.) N N ! E R = 136.00' '� N „ c'j �,%i- 20 � a� o 01 40' iPVT. to al EASMT. •-20' DRAINAGE EASMT. ELECT. W TO BE ��//. (PRIVATE) cNv EASMT. _� r ABANDONEDco m 3 v� �n cr � 1 N 32° 3'7' 54 E t �o N 7 / �� „ y r Q a ' T Z 90 1 245.06 $ 4s I I' 38 W 56800 ' 2a• 4 E - °v 20�A�Z- W/M & S/S N 32 _37 5 2 E M S63°12'0 " `" . ORAINAGE EASMT O 47.90' Z - c , . f ROAD R/W EASMT . PVT. EASMT. ^ S 46° II' 387 --0.0 ._.� S 46° III.,. 38" x reiiN%1N EASM 134.24 W., a t ,.•,•, 219,39� (pvT'-) SHENANDOAH PRODUCTION O CREDIT AND FEDERAL LAND 0 i 10 10W/M N 0 0 0 EASMT. 20 'tea 1 BANK OF o N �0p (PVT.) N R I� W MTS po WINCHESTER N 3 N ti (PVT.) 3 0 /Fj N I 3 n I N yi \ 3 Q N cy w BIGGS _ ' EXTENT OF CITY EASEMENT IS N�, . Iv O cNv 3 >'"' N o CO , S' W AS RECORDED IN FREDERICK CO. �� I,°� Iop N n Rio rf)- 6°'-1`5 COURT CLERKS OFFICE IN M z 20'PVT. 10 aD 0 Im Z �9 3 5 2s8 93 D-B, 422, P. 658 ELECT. EASMT v M v 60 65 W Z 60.00 N v Z S 38° 35 44"W ° 3\ VT 134.24 z : 50�97 g 26 S 46° 11 ' 38' W� S 350 56 le , 139.18 17.93 50' S 100' SCALE US RTE. 522 2 R.C.P. 5 RCP. 8"V.C.P S/S 6"D.I.P W/M , �I 430" R.C.P. cn � 3 ti 3 24"R.C.P. 12"D.I.P. W/M �— _.24°RC.P ' W 8" VC.P r— W 6"D.I.P. W/M 18" R.C.P. p W 8"V.C.P S/S S , SCALE I% 100'-a' 3 ACREAGE LOT N 0. 1 2 3 4 5 STATE R/W 2[014*3 1. TOTAL ACRE 2. ROAD WIDTI 3. STREET R AI N i A ", '- ) I N' F S 0 NS'-- R E T PL, N T 10 N BASIN A EASEMENT 20' FROM H;GH WATER LEVEL / - HIGH A WATER LEVEL I i FOUNDATION ENGINEERING OF VIRGINIA, P.C. Consulting Geotechnical Engineers I1P G PARTNERSHIP 12 ACRE TRACT COMPUTATIONS J �7 r,, L. r-I i • r-] ;7 Prod le In In+rodoC+b^ DtbcUssIo11 FOUNDATION ENGINEERING OF VIRGINIA, P.O. COMPUTATIONS C Iopo sch�erim e t6 U3e 2'X�st'J sforM S t�trs, A/so to Cleor1ope re�f„k/uti, �a.s/n �-AA$ -e 'X c v- s.5 / U-e P loQ _ ra.4 e s 01a A 6 'r c on �rell'4 % �er s fe Pro prflps ro C)sir� ta deoclof Co/ n e r 0 I n i e SeC 4;cn e 4 vS 8ie , So A US e Spa , i h Le 0 ro p.-er � 1s 'I o ion4D 7 SPcfrons 64h6�"hct��c �cP�r 2 00 of sit roach, bo,31 Ci r-6w t o o s 7�0 r m ,6 eo,.a -e W owi,I&a fpr OJ✓ cJSle. . 7- he Ra 4tona I mp hoc. 4Ja-4 UsocO 7-0 t�mr T1eA k J �s �ro.r k� d es►j11 area �. %h,e ,513e o -� � r S 4 r A2s W oa - p Cbti-1„ (I ; r,-r, i^*c co Iti/o-jc jam(10JIroj' M1r� c.4reo U SI j ��f'9N Li 0 a i'c �.�.� ec�� t o o� d�"� e cPPs ' �, ue f 4.1trn 6 sr R A � oaf - �0..�.� <S --, , C o m P� S /�O f 'i'�Q �c rS r+M 61-0� " � C, ""'p/ �}� 4-te ►-D a SP� d'i i P"v �c 62 .4-w— &e L?4- a 9-f �rn C w eJcp 6s r r i r'\ . COMPUTATIONS BY , 1 PROJECT NO.: �j " `7 n S l�✓ , Z o�, bro DATE2 / �j CHECKED BY DATE PROJECT NAME: I h er s1a 7 e I - ! D � a,' y PS TITLE/ITEM: i f,:) 11r i^ SHEET / OF ; n • FOUNDATION ENGINEERING OF VIRGINIA, P.C. COMPUTATIONS Q • Fx15'itne LfGlna pci4)0 l Mk6d • A5Jvrn p don s /, / 0 r, S fo rM Z, PgS�u!'e �L- trair, • 9, m • 19 = 1,395 f 0, 6/9 f /,396 = 3, q 0 7 Acres S C E 10 CuPr Igrd -F /ota � Irn o f0m V 0 N 4 7 �a � • Tc = ! 3. S r„ . o f • G� I nc . s <r � flra l S 4v d%� \J V ov,r • Q10= ,yo a6) 3, q07 Q= 7/� cfs ro • r %fit ►,s JS G ssumet to be 40/ocjA-6le I o4jra 1 Tom �e^4-iOn ir 011 i-p S AaIker p T COMPUTATIONS BY I PROJECT NO.: � � O qs � t �� , �pm ,� � DATE • / Pro orq I.a CHECKED BY DATE PROJECT NAME: �R'P S 1 t'l��('�' S TITLE/ITEM: r i r r r r SHEET —_) OF I n • FOUNDATION ENGINEERING OF VIRGINIA, P.C. COMPUTATIONS • �S p/ �J Q F iDoJ 4 6 o r h ev 0� S r 6j, Pro 6i'e tie �f(mrnP �drxJmum,�I aL/oWab4 0 f N%i ra )1, cs 1 p p � p "� 0' �s J' I n P X e ft J r r� • S� Fd , K, n� r0 �, e r Ora � r✓ h'1 a^x I m u r(\ o ore? q to u,, Pi pC cia • Q 64-v i'h e cP r 0 rn Cl �s n d r.,a /� bV Apt Ur bun irne e ! i 5Z)0c- �4 J H P II' Sonya lgj3 IySSUMp�IOn S annlr-� FDrrnu l.� les r ►r4 n • sc� �f`4 e a !/o,)a b k. Q c r "op° �- ra ins • i t1 "�O .S I @ C A n w�" l ll - 1 a00AU LAP a c. ass o lD �cf S � )probiov\ • dra ��� b2 r r yr, I ►-e m oX , l 'area A C o-*. D • COMPUTATIONS BY PROJECTNO.: rj � OQS � ��✓� �0yr, brD • PROJECT NAME: I n f f / 41C ProPoor l,°S TITLE/ITEM: , f r .S 4 n r LM 1. iN f P t) G' ^ 4 -4 l ril i�l DATE /2-3-02- CHECKED BY DATE SHEET -� 0F m • FOUNDATION ENGINEERING OF VIRGINIA, P.C. COMPUTATIONS PIAP F/OuJ CDrrlp4v,T,*r\t . (cnA'4) A SSu mp ' 1' S , 2, ( rrs��f • slope Tc _ /� M I n Ll • A �� = o,9s ( �,�sj A A= 1, b b I ocres • GS P � o rs Q o V PJ Q. S � � ` p T'V�s �` le G llov-fit IA N 7A-e iPmalnll-� a re° w i ll be ka tdle �Q e16eJ— S °�a p .�•{ q `�' tom( I s Q SS rr �� 7b • d I s c 4cQ I'T o (,)VAV lye 0 a c r- 'P • COMPUTATIONS BY PROJECT NO.: � - D DATEZ / CHECKED BY DATE PROJECT NAME: l tl Q,r S r 1 I P TITI F/ITEM• r. /7 SHEET / I OF , J • • • J FOUNDATION ENGINEERING OF VIRGINIA, P.C. COMPUTATIONS )0P jermira,4tot\ p f ' S0 c C) Greq �✓ )LI - 0 jlo' F G< r0SS S/fie , Pob]Pln 70 cye�er ►nice InOX rec( fhb Can )A' 4oc-e 0A.4ei �� f�i,� 2Y "9( JDco-4 Q C rv'!s $ ec klo�S 2 7 Flo / s to �r d'rr1ci L 1✓14-0 f 4" ref bG Sin �ory)pj 1; �IOnS Qn� r'P f4rtok v`Q� GS -Df is'pIpIr �Jo�es 3 y l Pie F/o j CoMT1t, s A5S0/nIV 10n S Afp iIPs 0 n rs Pc/ on ct 6o u t ctd us r� 7-oA le f4Lo c cGn(\V PJX ceec� 13 cis Areci Ca lo, fo a Bove fez 2. Q= )3efs 3, C ,9s' oo g m �.► Q - C (C) fp E L2, ICI gorrs :-1 nn CCOMPUTATIONS BY PROJECT NO.: U -D IQv� C, �'), �D yy� �i ��J DATE I CHECKED BY DATE PROJECT NAME: y) 1 Pr 6 4IC r • FOUNDATION ENGINEERING OF VIRGINIA, P.C. t� COMPUTATIONS • Fro b 1eo, r) P � P r 'e T- A f r1.lCY h o d d -e l 7-, g o o I a' ,/; js51, p 4-ion S • Ail I -e .$ /nr k_ ual" �" y, ` 4 g al:�4s, • P= Ob:om,047 Carrr� —Toga b )46.5 sZo 0. 6 0o s a► r� P�r; � 6g D� oniri�d �i1614-e 1. 9 , -7 9 9 1y acrYa�t ro-{rA.--1 • bps I� 5some Ll rPas y� S> q rP 71zo bE go °�a CDO-erecO C4 nCl aO o gf , 7 • o c t e,3 —T 1� I "e ma t n I � �� ' 9 S $ 1 S � On Ca �e r�c� (,� I 4-t\ a (f c�a-P,r-c o o' go/ 3.8�g a�Ms X ,gS = • � � /o ct cw,-, I L1 3,7-2o COMPUTATION BY % PROJECTNO.: 'D�S I (,j �Lpj•, brp DATE l2_3 Q2 • t—� CHECKED BY DATE PROJECT NAME: 2✓ S �� r-o 'p TITLE/ITEM: C SHEET 4 OF • FOUNDATION ENGINEERING OF VIRGINIA, P.C. h u n u rn u • • • • FOUNDATION ENGINEERING OF VIRGINIA, P.C. COMPUTATIONS -�4ft m 1 A e CrvsS vs I I k - 3, S —Cos C>,/ 2S 1- cos S �o A COMPUTATIONS BY PROJECT NO.: yn ;c r j DATE J '2 3. SJ 2 CHECKED IBY DATE PROJECT NAME: FOUNDATION ENGINEERING OF VIRGINIA, P.C. FOUNDATION ENGINEERING OF VIRGINIA, P.C. COMPUTATIONS • Pen4en4ian ZASrn. Du f f0'll S/ i'C Pro blfm To de�errr,'ne PIF e S o bos f l o w On +0 - 8/ c)+,li n o t e'y, r-ed ate • �/ow ra+e C e ire deje fop rrt 1, Ira n" l FoIm) I AFF I r'-s • 2, i<CP� �o be ���� 3, Ex/,s Pry Cons i���i�a� t)bw ra f e lS 7, l� C f s �S« Pr'le 2) • y, T yPl,,4 V Di� � T d r6p m le f to b� sad', Qasec� on a bore assum 4-r" s vs 1 4a � lQ 6-3 7 o f / dV boo {Z o } 441 # 011 cs A P� d r� , J C a f /, S °� s /aP`° r,� 11 Cnna rrv� a IbLJ o f % u r r e �Orn rn Prd1G� t • I � '' �r a R cp LO-) A S O s /010.e • J COMPUTATIONS BY PROJECT NO.: G� D S L (J , • l � P1op40r�l�S PROJECT NAME: n prS ��. f DATE 12 - 3 - 8 2 CHECKED BY DATE TITLE/ITEM: C-L I D r r SHEET OF i7) FOUNDATION ENGINEERING OF VIRGINIA, P.C. L7 COMPUTATIONS Fi`pbl'vm I JI -F"c AddiOnaI S4-0fm Sewers • 6��11� s1 e o f< S,S, 10 0,00w fwo Ct r-e4s 70 ra I n PSIS' •^� '0wP0s c0 S a0" m Sew, s-ers. %tes-e J, nts a^eI40 C"ss v^j1 rood af��-e • $ OU 44\ 0 PST 0 Or V\-ers o 44�e -�j a jo `i{ s %f +. • SSum >�rns = d, 6�6 QCr�eS - o. 9s • 0. 611 • USA Quo = �, o C f S e� • r,'� - Kr vs e n %panne �o� +boat r ►'� �. App � a Tl • Qrelo = q,D C-Fs Fromm, -46 le rr, I't, . 1 I d is r t6c@, '6? a "0 hJ106'J"k • /S /n 0.�,a a 2,3 PROJECT NO.: W �- COMPUTATIONS BY r m ✓'O ^ IDATE G • � h (p P S �� � � CHECKED BY DATE PROJECT NAME: f Piro P✓ 'I 10 TITLE/ITEM: SHEET OF FOUNDATION ENGINEERING OF VIRGINIA, P.C. �7 • • • • • COMPUTATIONS -2 ncf re QIC - Ct R c Us e n = 01013 %�Annlr� Form, S, 3 C FS 6 C�F5 re R-j 1�04 1 �, a In. Cisr'4 p I f Q t le OK S l R 2 rP -e f a Cq t r cj a�`" �rnvi rs 1 a Li 1 a. to r p lvn t f-+ M 0 6 ,>J OL f' soj+k 44 C.ompvIt i`o Floes 0+ � Ir►n1'� 6 f 'P► p COMPUTATIONS BY PROJECT NO.: L• i �.�•� �pc-ri � /�} • PROJECT NAME: I pri A.0 ; 44 TITLE/ITEM: DATE ,L 7 - 0 2 CHECKED BY DATE SHEET -) OF U FOUNDATION ENGINEERING OF VIRGINIA, P.C. J J L J FOUNDATION ENGINEERING OF VIRGINIA, P.C. COMPUTATIONS Li 7o code-, �o+a-( con-�►� ��f I a� f h-'s o n f S •� bt L� ►o a ►� baS RIO Q4s • 06e Qto = IS.e fS + 3,-7 + 1s • Q-T L�-7, SO C^�S Cct r) b,c Cq trl',*cQ b 2g y in, CQ �Q pt tt d"A t�, • cbmPok s,Fe of- ope, cJ-"rJ, AssU>� T=S 1 • 1 =p z=p=i,s rr T ro m dab 4e -7 -( C r= , i 2 y nn 0/O From norm Oro -7' V = s"s- Fps 1 c h • Q = A V = 3, s (6 s) CQ = 19,ZsCJS 7 -7, PROJECT NO.: -4�� COMPUTATIONS BYf, W �� `` �Om ip✓`p DATE 2 - 7 — 83 • PROJECT NAME: 's pt-o pp,41 CHECKED BY DATE TITLE/ITEM: ��� SHEET Le.1 OF u r� u FOUNDATION ENGINEERING OF VIRGINIA L • • • C • 0 COMPUTATIONS 1-1 E TENTION 3c(VN 1 C Con {orry v, nt f to 44tr da+e� De CZ11rr, UG,,s d on CG,0.Ms,i1 !0 0r1Coftpgf*+� r�e giIA,., 5 b� V b HJT o� Sfon Eck rk M- r AN'rtd.R P-q�cn co ry) Po �e low eoncD ,4-ro„ 9,73 acres hl , Pei I'l s +o r r , C = D, y From Ckori J (, ) t6s4r QrAl S-fjd J L = 5,1033 C Q � Qro 1919 C�$ US e Qto - 2 O C S ©V4 -Flow From preuous oompv-l% � lo^ s 1h Flow = -2. c�S • avf��o� !s Ss2 of ,A�low or oo 41oj is 3 8 % o { Iti Q COMPUTATIONS BY / 1 PROJECT NO.: � " U { � l/� .- , W � Fp hn PROJECT NAME: h `k'r S f' �(`o r TITLE/ITEM: I (� DATE / a I -&-3 CHECKED BY DATE SHEET OF / u FOUNDATION ENGINEERING OF VIRGINIA COMPUTATIONS • based 0f Pawn m'8� kod . 7-he peq k S�oraaP IS COmpoks aL pbllwS, • rAo x uOl , o do rig pQA K 11,-G I o'J The 5'ora e parame�e✓ lJ O b'iu e� pf, • pI q n +rr Guar + a I3 E a�o 61 pear in fla,, V Par'Anf� er `- _ 3005 sec, • " ' s tom 1 300o sec, s�ovo�� = S a i 1000) • Pea& Siork 3-e .. 1 s % 000 C,f, • T�e re 4en � iDvi Gas r n Wct4 d'eJt`ldpeGY' W 1 7 f' e- cross 5ec4-t'n 8' • Z • N 0' PS /l/0S �r-aJJ on �-ke plailz r ^e bASIh Ao-S • A b0 4d1n G reG 0 T 2 , 6p& ct • COMPUTATIONS BY II 11 PROJECT NO.: a-ogS DATE )—�,9-83 CHECKED BY DATE PROJECT NAME: l rl � r , �� , TITLE/ITEM: ?-e 4tn� SHEET of r-� u FOUNDATION ENGINEERING OF VIRGINIA COMPUTATIONS • e',eoc ttov\ o 1 706 / A e U 0 t o ►n e O F S �ro�ag2 / US In Gln GlssUre) f& di2f4 o • G 115 a S • The corn Fo' ad Volume o f -7 6 � 000 l S ,Qa �� r 4- h e r PG y re? co 16-6 000 C4 Of • �, basAC�e�v. Cy4 JAdl St ?e codculo-4,- • pro b irvn : . t 'm r f J-A e 0 ud Ltsin 7D 0 Ck CAA �ke doziIh elejo:+ 0 O F GJ tr , T k P " b no 4 exctfdt • ! � �cts�l1 � as 0n4.0 -T- il . O COMPUTATIONS BY PROJECT NO.: � DATE • CHECKED BY DATE PROJECT NAME: % n Kr, � I TITLE/ITEM: SHEET 3 OF • FOUNDATION ENGINEERING OF VIRGINIA . COMPUTATIONS A ss�mP�r� COncrefe pipe Qui fa ( l • Rey CkAr+ 2 N W rnrx V ' NflrQav of (voac�s 22�5.2'Z� Stuart EdJe W / tread watt • � q S e A� 0 � Y1 D m o q r-r� �� � Q n 1 g" C D n c ►�. �! �? 1 P-P • w •• • P Pe d I'D, g N� �0 ,�nfranC�P �` P I • prainA t h1at#-4 E rn Q enC S p I I/ w V 0 �,T Com �e io ��� 0 dorm der Front or ccxlcjl0•P,�1) • 2 Tept,-i C U Ualue 4o 4v �4 co..4r!. 6 1 t � 9,-7,3 arms r s 4o rm f ahn C r-A r T Y6 PROJECT NO.: - D COMPUTATIONS BY M DATE • CHECKED BY DATE PROJECT NAME: n 4er, TITLE/ITEM: SHEET C� L OF / �.D �n. �-•-1,�, �l G .S � r� n u FOUNDATION ENGINEERING OF VIRGINIA • • n u r7 COMPUTATIONS QCO = C u,Qs8 Qsv � �D,N3 Cis A 44 2 Q-,S'T _ ,-2 (G ���6� �1,77Z Qzo 70 41� = 30,y3 E .ssurne : 7ra p e poi to, I Cks nee 1 2; 1 s, d e s I oP.e CL.ar fJ 2-3 I M vci mu n1 del 4,— 1 9r4sa �In1Q/ �� Mail mur1, UQ I, C7 p.5 .1 P-2`17 on�,nvt'� Fgu ;y, ATJms Q- A v COMPUTATIONS BY PROJECT NO.. (�-D9�` G� DATE l _2 N 3 CHECKED BY DATE PROJECT NAME: % r, &D , TITLE/ITEM: , SHEET OF �, �S FOUNDATION ENGINEERING OF VIRGINIA • r, • COMPUTATIONS b �DSS -- 650- T 10N TO �or Crou 6 ec 4-1tj +-t,4 Ci = / -F+ SeC-tt�n PROJECT NO.: ICOMPUTATIONSBY t DATE /�� PROJECT NAME: / �j-p 1 CHECKED BY DATE TITLE/ITEM: 1 SHEET / OF / TWELVE ACRE TRACT DETENTION BASIN LAYOUT 02/05/83 • CHKD. BY DATE cT AZ 7-124/ LA f I A _ JOB NO. i - 7�3 ° lr �_ 7 ' ZJ! n -rat_ _ 2 7 7 9. 3 � I : 1 ; I 7 rr/o -- , i I i t o4kv to - — i I { . C ' do Ll { N d f a N ------- dz I eii -Zf - i • - I I : � . y ,��J � - -� _----�--- -�--t----t�Q_��__,�---- --ri�-- -r--•--;----�-----� ---r-`--�V_i�--�?.1.}IL_".i._.:�„T�. �T _-. . - 1 -- � --- ._ - 1 I,' E ,ir /jya • , 1 i ♦ (/� 7 F ( �//) tJAZ- t t' WC- ' � -70.-9 _ - _ -?n - _ is IL117GEN J Gt?°, HaF Tracirw Vel}utii. �_... . _ -... ILBERT W. CLIFF( \SSOC., INC. �501�► � �� -7�3 V7 _ 7l - 820 Two ® /�%O7�Z ;�ZZ�7"14- = /5O- 06-TIG-fl y e- I �y 7, 7 = 7; 7/14/5 //eos ENGINEERS LAND PLANNERS SURVEYORS WATER QUALITY ANALYSIS 3 LBERT W. CLIFFORD & D-SOC., INC. /Z� 7-4 v Ts ,3 /D�y @ 39 i2�v Gc�Y�r�aY Q9ao�z GY�7CGS Nk�T�L 7V rim G ENGINEERS LAND PLANNERS SURVEYORS WATER QUALITY ANALYSIS GILBERT W. CLIFFORD S. .SSOC., INC. /�Lr. Cv��ar•��/nrtl 9�7�G�3 .e!/TZ" 17-71,45C --� 25) = /S, C5 7, So (3--3 -- ----- 5bS - .41 v ENGINEERS LAND PLANNERS SURVEYORS WATER QUALITY ANALYSIS SUMMARY OF TRIP GENERATION RATES Land Use/Building Type General Office Building ITE Land Use Code 710 Independent Variable —Trips per Acre Average Trip Rate Maximum Rate Minimum Rate Correlation Coefficient Number of Studies Average Size of Independent VariablelStudy Average Weekday Vehicle Trip Ends 24 Peak Hour of A.M. Between 7 and 9 Enter Exit Total Adjacent Street Traffic P.M. Between 4 and 6 Enter Exit Total Peak Hour Of A.M. Enter - Exit Total Generator P.M. Enter Exit Total Saturday Vehicle Trip Ends Peak Hour of Generator Enter Exit Total Sunday Vehicle Trip Ends Peak Hour of Generator Enter Exit Total Source Numbers 19, 883 89, 92 ITE Technical Committee 6A-6—Trip Generafion Rates Date: 1979 SUMMARY OF TRIP GENERATION RATES Land Use/Building Type Motel ITE Land Use Code 320 Independent Variable —Trips per Occupied Room Average Trip Rate Maximum Rate Minimum Rate Correlation Coefficient Number of Studies Average Size of Independent VariablelStudy Average Weekday Vehicle Trip Ends .14 6 4. 1 12 Peak Hour of A.M. Between 7 and 9 Enter Exit Total 0 150 Adjacent Street .. Traffic P.M. Between 4 and 6 Enter Exit Total Peak Hour of A.M. - Enter Exit Total Generator P.M. Enter Exit Total Saturday Vehicle Trip Ends 4 beak' - '. Hour- Generor� " at Enter - Exit:' Td�tal 11-40 Sunday Vehicle"Trip Ends- -- Peak Enter -dour of ' "-' Exit Generator _: i Total ` u -"Source Numbers _2, 4,_11, _13, _ 72 92 ITE Technical Committee 6A-6—Trip Generation Rates Date: 1975, Rev. 1979 SUMMARY OF TRIP GENERATION RATES Land Use/Building Type High Turn -Over, Sit -Down Restaurant _. ITE Land Use Code 832 Independent Variable -Trips per 1,000 Square Feet Average Trip Rate Maximum Rate Minimum Rate Correlation Coefficient Number of Studies Average Size of Independent VariablelStudy Average Weekday Vehicle Trip Ends 164.4 551. 2 47.9 Peak Rour of A.M. Between 7 and 9 Enter Exit Total* 47.5 i 63. 5 24.0 Adjacent Street Traffic P.M. Between 4 and 6 Enter g g 17.3 Exit 4.0 1 10 Total 10. 5 Peak Hour Of A.M. Between 12-1 P.M. Enter 10.1 11 - Exit 5.5 Total 1 Generator P.M. Between 6 and 7 Enter Exit 2 Total 22.2 39.0 18.0 3 8.2 Saturday Vehicle Trip Ends 67. 8 105. 2 62.4 2 9.7 Peak Hour of Generator Enter Exit Tolal 10.0 13.2 7.0 6 10.9 Sunday Vehicle Trip. Ends 39.0 40.0 32.4 2 9.7 Peak Hour of Generator Enter Exit Total 6.9 8.8 4.6 6 10.9 Source Numbers 2, 4, 5 , 72 ITE Technical Committee 6A-6-Trip Generalion Rates Date: July 1g7_1; *Represents two restaurants which apparently cater to breakfast patrons. 2) i he thickness Index (D) is calculated, based on truffle 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. 25.0 0 24.0 v 30,000 23.0 �0 20,000 10,000 20.0 Maximum value 30 or more 19.0 2 a, 6,000 18.0 11 ,� 4 , 0 0.0 17 0 1 — CX) T� 3,000 16.0 12 11 15.0 10 Q, 14.0 60000 13.0 a 7 -�- — 12.0 o W 5 n U 4 300 10.0 n 2 200 9.0 100 8.0 50 7.0 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, Flguro 4.. Nomograph correlating the, soil suppprt value (SSV), traffic (vpd), and the lilckness index (D) (based on'AASHO Equation) for subdivision roads. 6, 8 A11n1mum;,vxl•-- 6.0 -r- 7,028 DMS/ mslm 2/25/83 THIS DEED OF DEDICATION AND DECLARATION OF PLAT, made this 25th day of February, 1983 by OLD DOMINION SAVINGS AND LOAN ASSOCIATION, a Virginia corporation, party of the first part, INTERSTATE PROPERTIES LIMITED PARTNERSHIP, a Virginia limited partnership, party of the second part and the COUNTY OF FREDERICK, VIRGINIA, party of the third part. WHEREAS, OLD DOMINION SAVINGS AND LOAN ASSOCIATION is the owner in fee simvle of the hereinafter described real estate, and WHEREAS, under the terms of an unrecorded Real Estate Sales Contract dated October 12, 1932 OLD DOMINION SAVINGS ArD LOAN ASSOCIATION agreed to sell said real estate to Interstate Properties, a Virginia partnership which, in turn, assigned all of its rights under said contract to INTERSTATE PROPERTIES LIMITED PARTNERSHIP, by Assignment dated February 25, 1983, and WHEREAS, OLD DOMINION SAVINGS AND LOAN ASSOCIATION and INTERSTATE PROPERTIES LIMITED PARTNERSHIP desire to subdivide said property, to make certain covenants and stipulations with reference to said property and to dedicate to public use the streets shown on the attached plat, NOW, THEREFORE, THIS DEED OF DEDICATION AND DECLARATION OF PLAT, WITNESSETH: That for valuable consideration and the benefits which will accrue by reason of this Deed of Dedication and Declaration of Plat, the party of the first part and the party of the second part with their free consent and in accordance with their desires do hereby subdivide the property as shown on the attached final plat of INTERSTATE PROPERTIES SUBDIVISION n;ade by H. Bruce Edens, C.T.. S. , dated February 21, 1983, said real estate being subdivided into five (5) parcels, shown on said plat as parcel I., Parcel 2, Parcel 3, Parcel 4 and Parcel 5, and being the same real estate conveyed to OLD DOMINION SAVINGS AND LOAN ASSOCTAi TON by Deed of UCM Corp., a California corporation dated March 2, 1979, of record in the office of the Clerk of. the Circuit Court of Frederick County, Virginia in Deed hook 506, at Page 141. The party of the first Hart and the party of the second part do hereby dedicate to the COUNTY or rnrmncr, VIRGINIA all of the streets shown on the plat of said property. All parties, including corporations, who now own or shall hereafter acquire any right, title or interest in any land in said subdivision shall be taken as held to agree with the owners of the aforedescribed land and with their successors and assigns to conform to and observe the following covenants and stinulations to run with the land and to relate to the entire subdivision: 1. INTERSTATE PROPERTIES LIMITED PARTr'EPSi,IT' shall construct a retention basin, a thirty inch concrete ripe leading from a curb inlet across Parcel 4 to the retention basin and a spillway twenty feet in width as shown can the attached final plat, the purpose of such basin and spillway being to provide a collecting and runoff area for surface water from the roads and other areas within the INTERSTATE PROPERTIES SUBDIVISION. All the above facilities shall be constructed to the specifica- tions shown on the attached final plat and/or Virginia Department of Hiqhways and Transportation specifications. 2. The cost of maintenance of the retention basin, the thirty inch concrete pine and the twenty foot spillway, as shown on the attached final plat; shall be borne by the owners of each numbered parcel, pro rata, based upon the ratio of the -2- area of each such numbered parcel to the total area of all of the numbered parcels. 3. INTERSTATE PROPERTIES LIMITED PARTNERSHIP shall also construct a surface water drainage system comprising manholes, curb inlets and concrete pipes as shown on the attached final plat. The responsibility for and cost of maintenance of those portions of the system (with the exception of the portion referred to in Paragraph 2 above) not within the borders of roads accepted for maintenance by the Virginia Department of Highways and Transportation located in the subdivision shall be borne by the owner of the numbered parcel wherein such portion of the surface water drainage system is located. 4. The owners of the numbered parcels shall have the right of ingress and egress to and from Parcel 4 for the purpose of inspecting, repairing, maintaining and replacing the retention basin, the thirty inch concrete pipe and the twenty foot spillway referred to in Paragraph 2, above. They shall also have an easement or right of way comprising an area ten feet on either side of the centerline of said pipe, the area of the retention basin and an area of a uniform width of twenty feet around it as well as the area of the spillway and an area twenty feet on either side of it for the purpose of performing such functions. 5. The COUNTY OF FREDERICR, VIRGINIA is hereby granted a perpetual easement ten (10) feet on either side of the centerline of the pipes, manholes and curb inlets shown on the attached plat and is further granted a perpetual easement comprising the area of the retention basin and an additional area having a uniform width of twenty (20) feet around it as well -3- as the area of the spillway and an area twenty (20) feet in width on either side of it, with a perpetual easement and the right to erect, construct, install and lay and thereafter use, inspect, repair, maintain, replace and remove the surface water drainage system or any part thereof, together with the right of ingress and egress over the real estate shown on said plat for the purposes of said easement. 6. In the event of failure on the part of the responsi- ble property owner or owners referred to in Paragraphs 2 and 3 hereinabove to property maintain the surface water drad.nage system within ten (10) days of receipt of a written request by a duly designated ogent of the COUNTY OF FREDERICK, VIRGINIA, the COUNTY OF FREDERICK, VIRGINIA shall have the right to perform such maintenance or cause such maintenance to be performed, and the responsible property owner or owners shall be liable to the COUNTY OF FREDERICK, VIRGINIA for the cost of such maintenance. Any determination by the duly authorized agent of the COUNTY OF FREDERICK, VIRGINIA as to what maintenance is necessary shall be final and binding on the responsible landowner or landowners. 7. The owners of the numbered parcels shall indemnify and hold harmless the Commonwealth of Virginia, the Commonwealth of Virginia Department of Highways and Transportation and the COUNTY OF FREDERICK* VIRGINIA from any and all claim or claims for taking and/or damaging pursuant to the provisions of Article I, Section 11 of the Revised Constitution of Virginia of property of any and all landpwners who might be adversely affected by drainage which exits the boundaries of INTERSTATE PROPERTIES SUBDIVISION such indemnification to be made by the owners of each numbered parcel, pro rata, based upon the ratio -Q- of the area of each numbered parcel to the total area of all of the numbered parcels. 8. The owners of the numbered parcels shall izidemnify and hold harmless the Commonwealth of Virginia, the Virginia Department of Highways and Transportation and the COUNTY OF FREDERICK, VIRGINIA from any and all costs or expenses incurred as a result of the denial, settlement and/or litigation of such til claims for taking and/or damages from drainage from INTERSTATE PROPERTIES SUBDIVISION, such indemnification to be made by the owners of each numbered parcel, pro rota, based upon the ratio of the area of each such numbered parcel to the total area of all of the numbered parcels. 9. The owners of the numbered parcels shall reimburse the Virginia Department of Highways and Transportation and the COUNTY OF FREDERICK, VIRGINIA for repairs to roadways damaged as a result of lack of proper maintenance of the surface water drainage system, such indemnification to be made by the owners of each numbered parcel, pro rat&, based upon the ratio of the area of each numbered parcel to the total area of all of the numbered parcels. 10. The owner of any of the numbered parcels or the COUNTY OF FREDERICK# VIRGINIA may seek redress at law or in equity to enforce compliance with any of the foregoing covenants and stipulations, and all costs of any proceedings, including attorneys fees, shall be paid by the lot owner or owners held to have violated any one or more of the covenants and stipula- tions. 11. Invalidation of any one of these covenants and stipulations by judgment or court order shall in no way invalidate any other covenants, stipulations and provisions -g- herein and such other covenants, stipulations and provisions herein shall remain in full force and effect. ATTEST: WITNESS the following signatures and seals: Secretary OLD DOMINION SAVINGS AND LOAN ASSOCIATION By� (SEAL) Presid6ndc INTERSTATE PROPERTIES LIMITED PARTNERSHIP, IPG PARTNERSHIP, GENERAL PARTNER By By By 71 7 SEAL) SEAL) SEAL) er SEAL) By4V �- (SEAL) s L. Bowman, Partner -6- STATE OF VIRGINIA of �c-�,�e��2_.c� to -wit: a Notary Public in and for the State and aforesaid, do hereby certify that t whose name is signed to the above U writing on behalf of Old Dominion Savings and Loan Association as its President and , whose name is signed to the above writing on behalf of said corporation as its , have acknowledged the same to be the act and deed of said corporation before me in my State and aforesaid. 1983. Given under my hand this �fG'�. day of My Commission expires`' Notary Public— STATE OF VIRGINIA of/ /��h�`f ���, to -wit: I,A A 1JU,_� a Notary Public in and for the State and aforesaid, do hereby certify that Langdon Gibson, II, whose name is signed to the foregoing writing has this day personally before me and acknowledged the same. 1983. Given under my hand this IR day of My Commission expires ry Nu -7- STATE OF VIRGINIA )t of AC%' to -wit: a Notary Public in and for the State andaforesaid, . do hereby certify that John F. Einter, whose name is signed to the foregoing writing has this day personally appeared before me and acknow.-. lodged the same. 1983. Given under my hand this J' r1ol day of _ Z222&c , , My Commission expires STATE OF VIRGINIA L� of to -wit: I. y)g 1-kt-t , a Notary Public in and for the State and 4,11111kl aforesaid, do hereby certify that Crawford H. Hinman, Jr., whose name is signed to the foregoing writing has this day personally appeared before me and acknowledged the same. 1983. Given under L my hand this day of __ / y�a�-� , Icy Commission expires 6&4 L,, Notary bl c r STATE OF VIRGINIA 01 of to -wit: it Sa n K • T__u I I er , a Notary Public in and for the State and °L aforesaid, do hereby certify that B. Tucker Whitee# Jr., wh sea name is signed to the foregoing writing has this day personally appeared before me and acknow- lodged the same. 1983. Given under my hand this Lll�- day of 1"'qO r-cj % , My Commission expires i'1 3 / �1� _ • Notary Public STATE OF VIRGINIA of , to -wits I, 2. a Notary Public in and for they States and �i' aforesaid, do hereby certify that James L. Bowman, whose name is signed to the foregoing writing has this day personally appeared before me and acknow- ledged the same. Given under my hand this �1 day of , 1983. My Commission expires &4UA_t 13, %'� • -9 - 7,028 DMS/slm 2/25/83 THIS DEED OF DEDICATION AND DECLARATION OF PLAT, made this 25th day of February, 1983 by OLD DOMINION SAVINGS AND LOAN ASSOCIATION, a Virginia corporation, party of the first part, INTERSTATE PROPERTIES LIMITED PARTNERSHIP, a Virginia limited partnership, party of the second part and the COUNTY OF FREDERICK, VIRGINIA, party of the third part. WHEREAS, OLD DOMINION SAVINGS AND LOAN ASSOCIATION is the owner in fee simple of the hereinafter described real estate, and WHEREAS, under the terms of an unrecorded Real Estate Sales Contract dated October 12, 1982 OLD DOMINION SAVINGS AND LOAN ASSOCIATION agreed to sell said real estate to Interstate Properties, a Virginia partnership which, in turn, assigned all of its rights under said contract to INTERSTATE PROPERTIES LIMITED PARTNERSHIP, by Assignment dated February 25, 1983, and WHEREAS, OLD DOMINION SAVINGS AND LOAN ASSOCIATION and INTERSTATE PROPERTIES LIMITED PARTNERSHIP desire to subdivide said property, to make certain covenants and stipulations with reference to said property and to dedicate to public use the streets shown on the attached plat, NOW, THEREFORE, THIS DEED OF DEDICATION AND DECLARATION OF PLAT, WITNESSETH: That for valuable consideration and the . benefits which will accrue by reason of this Deed of Dedication and Declaration of Plat, the party of the first part and the party of the second part with their free consent and in accordance with their desires do hereby subdivide the property as shown on the attached final plat of INTERSTATE PROPERTIES SUBDIVISION made by H. Bruce Edens, C.L.S., dated February 21, 1983, said real estate being subdivided into five (5) parcels, shown on said plat as Parcel 1, Parcel 2, Parcel 3, Parcel 4 and Parcel 5, and being the same real estate conveyed to OLD DOMINION SAVINGS AND LOAN ASSOCIATION by Deed of UCM Corp., a California corporation dated March 8, 1979, of record in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 506, at Page 141. The party of the first Part and the party of the second part do hereby dedicate to the COUNTY OF FREDERICK, VIRGINIA all of the streets shown on the plat of said property. All parties, including corporations, who now own or shall hereafter acquire any right, title or interest in any land in said subdivision shall be taken as held to agree with the owners of the aforedescribed land and with their successors and assigns to conform to and observe the following covenants and stipulations to run with the land and to relate to the entire subdivision: 1. INTERSTATE PROPERTIES LIMITED PARTNERSHIP shall construct a retention basin, a thirty inch concrete pipe leading from a curb inlet across Parcel 4 to the retention basin and a spillway twenty feet in width as shown on the attached final plat, the purpose of such basin and spillway being to provide a collecting and runoff area for surface water from the roads and other areas within the INTERSTATE PROPERTIES SUBDIVISION. All the above facilities shall be constructed to the specifica- tions shown on the attached final plat and/or Virginia Department of Highways and Transportation specifications. 2. The cost of maintenance of the retention basin, the thirty inch concrete pipe and the twenty foot spillway, as shown on the attached final plat, shall be borne by the owners of each numbered parcel, pro rata, based upon the ratio of the IWM 11 area of each such numbered parcel to the total area of all of the numbered parcels. 3. INTERSTATE PROPERTIES LIMITED PARTNERSHIP shall also construct a surface water drainage system, comprising manholes, curb inlets and concrete pipes as shown on the attached final plat. The responsibility for and cost of maintenance of those portions of the system (with the exception of the portion referred to in Paragraph 2 above) not within the borders of roads accepted for maintenance by the Virginia Department of Highways and Transportation located in the subdivision shall be borne by the owner of the numbered parcel wherein such portion of the surface water drainage system is located. 4. The owners of the numbered parcels shall have the right of ingress and egress to and from Parcel 4 for the purpose of inspecting, repairing, maintaining and replacing the retention basin, the thirty inch concrete pipe and the twenty foot spillway referred to in Paragraph 2, above. They shall also have an easement or right of way comprising an area ten feet on either side of the centerline of said pipe, the area of the retention basin and an area of a uniform width of twenty feet around it as well as the area of the spillway and an area twenty feet on either side of it for the purpose of performing such functions. 5. The COUNTY OF FREDERICK, VIRGINIA is hereby granted a perpetual easement ten (10) feet on either side of the centerline of the pipes, manholes and curb inlets shown on the attached plat and is further granted a perpetual easement comprising the area of the retention basin and an additional area having a uniform width of twenty (20) feet around it as well as the area of the spillway and an area twenty (20) feet in width on either side of it, with a perpetual easement and the right to erect, construct, install and lay and thereafter use, inspect, repair, maintain, replace and remove the surface water drainage system or any part thereof, together with the right of ingress and egress over the real estate shown on said plat for the purposes of said easement. 6. In the event of failure on the part of the responsi- ble property owner or owners referred to in Paragraphs 2 and 3 hereinabove to properly maintain the surface water drainage system within ten (10) days of receipt of a written request by a duly designated agent of the COUNTY OF FREDERICK, VIRGINIA, the COUNTY OF FREDERICK, VIRGINIA shall have the right to perform such maintenance or cause such maintenance to be performed, and the responsible property owner or owners shall be liable to the COUNTY OF FREDERICK, VIRGINIA for the cost of such maintenance. Any determination by the duly authorized agent of the COUNTY OF FREDERICK, VIRGINIA as to what maintenance is necessary shall be final and binding on the responsible landowner or landowners. 7. The owners of the numbered parcels shall indemnify and hold harmless the Commonwealth of Virginia, the Commonwealth of Virginia Department of Highways and Transportation and the COUNTY OF FREDERICK, VIRGINIA from any and all claim or claims for taking and/or damaging pursuant to the provisions of Article I, Section 11 of the Revised Constitution of Virginia of property of any and all landowners who might be adversely affected by drainage which exits the boundaries of INTERSTATE PROPERTIES SUBDIVISION such indemnification to be made by the owners of each numbered parcel, pro rata, based upon the ratio -4- of the area of each numbered parcel to the total area of all of the numbered parcels. 8. The owners of the numbered parcels shall indemnify and hold harmless the Commonwealth of Virginia, the Virginia Department of Highways and Transportation and the COUNTY OF FREDERICK, VIRGINIA from -any and all costs or expenses incurred as a result of the denial, settlement and/or litigation of such claims for taking and/or damages from drainage from INTERSTATE PROPERTIES SUBDIVISION, such indemnification to be made by the owners of each numbered parcel, pro rata, based upon the ratio of the area of each such numbered parcel to the total area of all of the numbered parcels. 9. The owners of the numbered parcels shall reimburse the Virginia Department of Highways and Transportation and the COUNTY OF FREDERICK, VIRGINIA for repairs to roadways damaged as a result of lack of proper maintenance of the surface water drainage system, such indemnification to be made by the owners of each numbered parcel, pro rata, based upon the ratio of the area of each numbered parcel to the total area of all of the numbered parcels. 10. The owner of any of the numbered parcels or the COUNTY OF FREDERICK, VIRGINIA may seek redress at law or in equity to enforce compliance with any of the foregoing covenants and stipulations, and all costs of any proceedings, including attorney's fees, shall be paid by the lot owner or owners held to have violated any one or more of the covenants and stipula- tions. 11. Invalidation of any one of these covenants and stipulations by judgment or court order shall in no way invalidate any other covenants, stipulations and provisions -5- herein and such other covenants, stipulations and provisions herein shall remain in full force and effect. WITNESS the following signatures and seals: ATTEST: Secretary OLD DOMINION SAVINGS AND LOAN ASSOCIATION By (SEAL President INTERSTATE PROPERTIES LIMITED PARTNERSHIP, IPG PARTNERSHIP, GENERAL PARTNER BY (SEAL] Langdon Gibson, II, Partner BY (SEAL) John F. Kinter, Partner BY (SEAL) Crawford H. Hinman, Jr., Partner BY (SEAL) B. Tucker White, Jr., Partner By James L. Bowman, Partner (SEAL) cm STATE OF VIRGINIA of to -wit: I, , a Notary Public in and for the State and aforesaid, do hereby certify that whose name is signed to the above writing on behalf of Old Dominion Savings and Loan Association as its President and , whose name is signed to the above writing on behalf of said corporation as its , have acknowledged the same to be the act and deed of said corporation before me in my State and aforesaid. Given under my hand this day of , 1983. My Commission expires STATE OF VIRGINIA of Notary Public to -wit: I, a Notary Public in and i for the State and aforesaid, do hereby certify that Langdon Gibson, II, whose name is signed to the foregoing ! I I writing has this day personally before me and acknowledged the same. 1983. Given under my hand this day of My Commission expires Notary Public STATE OF VIRGINIA of , to -wit: I• a Notary Public in and for the State and aforesaid, do hereby certify that John F. Kinter, whose name is signed to the foregoing writing has this day personally appeared before me and acknow- ledged the same. Given under my hand this day of 1 1983. My Commission expires Notary Public STATE OF VIRGINIA of , to -wit: I , a Notary Public in and for the State and aforesaid, do hereby certify that Crawford H. Hinman, Jr., whose name is signed to the foregoing writing has this day personally appeared before me and acknowledged the same. Given under my hand this day of 1983. My Commission expires Notary Public STATE OF VIRGINIA of , to -wit: I, , a Notary Public in and for the State and aforesaid, do hereby certify that B. Tucker White, Jr., whose name is signed to the foregoing writing has this day personally appeared before me and acknow- ledged the same. Given under my hand this day of 1983. My Commission expires Notary Publ STATE OF VIRGINIA of to -wit: I, a Notary Public in and for the State and aforesaid, do hereby certify that James L. Bowman, whose name is signed to the foregoing writing has this day -personally appeared before me and acknow- ledged the same. Given under my hand this day of 1983. My Commission expires Notary Publ ME t . . HARRISON 8 JOHNSTON BURR P. HARRISON 1904-1973 ATTORNEYS AT LAW MAILING ADDRESS: WILLIAM A. JOHNSTON H. K. BENHAM III WINCHESTER VIRGINIA 22601 , P. O. BOX 809 BILLY J. TI51NGER THOMAS A. SCHULTZ, JR. 01 TELEPHONE RONALD J. BROWN BRUCE E. DOWNING 21 SOUTH LOUDOUN STREET AREA CODE 703 ELIZABETH B.JOHNSTON 667-1266 March 10, 1986 Mr. Stephen Gyurisin Subdivision Administrator 9 Court Square Winchester, Virginia 22601 Re: HWA Enterprises - Lot Line Adjustment Dear Steve: We are counsel for HWA Enterprises who desire to change or adjust the location of the boundary lire between the two lots they own located at Routes 50 and 522. My paralegal, Sam Shumate, informs me that you have confirmed to him that a lot line adjustment is exempt under the Frederick County Subdivision Ordinance, that you will note the exemption on the plat, and that approval by your office is all that is required for this change. With this understanding, I herewith submit for your approval a plat of these two lots prepared by P. Duane Brown, C.L.S., showing the proposed lot line adjustment. If you have comments or questions concerning this matter, please let me know. Your assistance with this matter is greatly appreciated. Sincerely yours, WAJ:nh Will am A. Johnsto Enclosure N of Pinrhes#er, Pirginin ® November 24, 1982 Mr. John Horne Frederick County Planning Director 9 Court Square Winchester, Virginia 22601 Dear John: mEjVED NOV 2 9 19 �2 Division of property.at the south- west corner of Route 50 and Route. 522 into six parcels, owned by Interstate. Properties. ROUSS CITY HALL 22601 This is. to advise that the City.Planning Commission at its November 23, 1982 meeting recommended to City Council that'the street layout for the Interstate Properties development be approved, contingent upon the same street layout being approved by the County Planning Commission and the Board of Supervisors. If the street layout changes from the layout approved by the'City, it will have to be resubmitted to Planning Commission and Council. Sincerely, sfd Reed T. 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'' ° `(� +'.rrJ./1 ..r� 1 ev, tir..n.., t.� Cn-/ \ li .. Irl/ ! .�.• \\♦♦ I tj. .1-- ' _.d t"tr t • •r y� � � a t.>r::• t t > eTr I - - IQT +. 5� O' '�d R� yP�P:N1N� V:....•" `,(ifSPI?� c+/f y�` "r<r M. SID 1PIP STIN(n ' ' � . t r Y d RTe a lr ,- __ •- _ _ _. i � Ub IA 0 DEcco 7 r \ A NA y ,\ �. '.. . �z� " ���� �''_ � ..� •.. a Mks :. •in• e. .•rrY'i•l ': �.. �... M:-'{!+ J'�+F � .. �`�iM•wMrGlY tiLM'�'tK:L. __. .a , • uNiLLY, s4. , 4.Rfniwt�]Ya{ �►�•��. .• �fY��'. r4'- .. ... ,)...................... .. . af MAR Edinburg, VA 22824 4P4-4133 Feb. 25, 1083 Fef: Rt. 522 - Frederick County Interstate Properties c/o Foundation Engineering of Virginia, Inc. 2050 Garber Road Winchester, VA 22601 Gentlemen: As requested, we have reviewed and are returning one copy of the plans for the pro- posed development adjacent to Rts. 50, 81, and 522. Our comments, recommendations, and requirements are marked in red on the plans and are as folic' s: 1. Traffic and Safety recommends an 8' offset in the entrance curbs adjacent to the street with 24' tapers on each side of the entranceway. 2. Additional .raved ditch and protective covering are to be Provided as noted. 3. A 20' drainage easement is required for the 30" outfall pipe between the ° proposed street and detention basin. It appears that the detention basin has been designed for adequate storage capacity eased on a ten year storm frequency and a fifty year e7ner^ency s:)illWay. Koercver, an agreement will be necessary between the County and the Department For the County to assure the maintenance and liability of the basin and outfall. Base depth vill be determined by CBn tests conducted by the Virginia Department of Highways and Transportation at the expense of the :developer. These tents require appro:zi7atel_: t�:o weeks, t':lezefore it is su gested you request tr;e- prior to plicinr; the base stone or after the rough graeino has been done. A permit must be applied for and approved for the entrances that enter onto the State's right of way before work is started on this right of way. Please find the enclosed copy of the minimun requirements and data needed for sub- division streets prior to acceptance into the State's Secondary System. This is your responsibility. Should you have any additional questions, please do not hesitate to contact rye. Sincerely, W. H. Bushman, Resident Engineer KDW/dkm By: K. D. Walker, Inspector cc - Mr. P. F. Cecchini ir. F. Q. Callahan Mr. John T. P. Horne 14 t t AGREEMENT The undersigned partners of IPG Partnership, as General Partner and for and on behalf of Interstate Properties Limited Partnership do hereby agree that no parcel described more particularly in the deed of dedication and plat put to record in the Clerk's office of the Circuit Court of Frederick County on February 28, 1983 for the approximately 12 acres at the intersections of Interstate 81, Route 50 and Route 522 shall be sold or otherwise transferred or conveyed until such time as bond in such amount as is considered satisfactory to Frederick County authorities is obtained to guarantee completion of the roads. It is understood and agreed that such bond is in the process of being acquired by Interstate Properties Limited Partnership and it is anticipated that it will be placed prior to 30 days from the date hereof. IN WITNESS WHEREOF, the undersigned have set forth their signatures and seals as partners of IPG Partnership, „era.l Partner of Interstate Properties Limited Partnership. INTERSTATE PROPERTIES LIMITED PARTNERSHIP IPG P/�fr-t`�ership, General Partner lei, GIBSON,/I"I,/ Partner F. KINTER, Partner y/e.T I";*Ilk, CRAWFVD Hi HINMAN, JR. , P rtner BY B. gUCKER WHITE JR., Partner B , ��� E8. L. BOWMAN, Partner -2- HAROI.DC. KING CUMt'iSIONFR CUGI NE PA. BANE'., GHUNDY, BRI.S701. D/.STRIC7 T GCORGF VAUGHAN, JR.. GALA Y,.SA LF.11 DISTRICT W ILL:AM R. WAT KINS, SOUTH BOSTON. 7.YNCIIBURG DI.S7A'IC7 WILLIAM F. MOHR, RICHMOND. RICIIFIOND DISTRICT RICHARD G. BRYDGES. VIRGINIA BEACH, .SU'FFOLK DISTRICT H. R. HUMPHREYS, JR.. WEEMS. FRFDL'RICK.SBURG DI.STRIC7' JOSEPH M. GUIFFR, ALEX ANDRIA, CULPFPFR DISTRICT BORER W.SI:GI.LFY, 5ERRYVILLE..STAUNTON DI.STRIC7 �je=3J✓: � � �rr COMMONWEALTH ®f VIRCjINIA T. EUGENE SMITH MCLEAN.A7LARGL. URBAN ROBERT A.OUIC-E.BLACKSTONE ATLARGF-RURAL DEPARTMENT OF HIGHWAYS & TRANSPORTATION 1221 EAST BROAD STREET RICHMOND, 23219 Mr. Charles E. Maddox, Jr., PE Gilbert W. Clifford & Associates P. 0. Box 2104 Winchester, VA 22601 Dear Chuck: OSCAR K. MABRY DEPUTY COMMISSIONER !.M WRA'.JR. CHIFF FNGINEEH J. T.WARREN DIRECTOR OF ADMINISTRATION H. W. WORRALL DIRECTOR OF FINANCE JACK HODGE ASSISTANT CHIEF ENGINEER SALLY H. COOPER DIRECTOR OF PUBLIC TRANSPORTATION IN REPLY PLEASE REFER TO Edinburg, VA 22824 984-4133 Sept. 2, 1983 Ref: Interstate Properties Winchester, Virginia This writing is with reference to your previously submitted study report concerning the proposed detention basin and storm sewer system within the referenced development. We concur with your proposal to use a storm sewer to the inlet end of the culvert under Rte. 81. However, we are concerned --about erosion in the berm and on the cut slopes of Rte. 81 due to the concentrated flow from the 18 inch pipe out of the detention basin. Another area of concern is the proposal to leave the basin and it's outlet pipe in place until some unknown time when the -basin will be filled in and developed. During this period of time, erosion would be anticipated where flow turns 900 into the berm ditch and also where the flow goes down the 10% grade in the berm ditch. Erosion will not be from large volumes of flow but from concentrated flow over a relatively long flow times due to the basin. In view of the aforementioned concerns, the Department has the following comments: 1. Erosion within the right of way is anticipated. 2. The streets within the development cannot be accepted into the Secondary System until an adequate outfall is provided. 3. As an interim measure and since the detention basin is in place, the 18 inch outfall pipe should be choked down to a 12 inch size and incorporating a vertical stack pipe approximately 2 feet high at the inlet. 1ARU1.D C KING.COMAV;SIONER EUGF'NL M. BANE, GRUNDY. BRI.I7UL DI.STRIC7 T. GEORGE VAUGHAN. JR., GALAi.,.S4I.E,11 DLSTRIC7 WILL;AM H. WAT KINS, SOUTH BOSTON. LYNCHBURG DI.STRIC7 WILLIAM F. MOHR. RICHMOND, RICHMOND DISTRICT RICHARD G. BRYDGES. VIRGINIA BEACH. SUF'F'OLA' DISTRICT H. R. HUMPHREYS. JR.. WEEMS, FREDERICI.S8URG DISTRICT JOSEPH M. GUIFFR.E, ALEXANDRIA, CULPEPER DISTRICT ROBFP.T W. SMALLEY, BERRYVILLE..STAUNTON DISTRICT T. EUGE.NE SMITH. MCLEAN. AT LARGE-UR8AA' ROBLRT A. OUICKE. BLACKSTONE-AT LARGE -RURAL COMMONWEALTH WEA LT H of VIRGINIA DEPARTMENT OF HIGHWAYS & TRANSPORTATION 1221 EAST BROAD STREET RICHMOND.23219 Mr. Charles E. Maddox, Jr., PE Page #2 Sept. 2, 1983 4. Until such time when adequate outfall is provided, the developer will be liable for all damages incurred due to erosion within the right of way. OSCAR K. MABRY DEPUTY COMMISSIONER J. M. W R A Y, 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 PUBLIC TRANSPORTATION IN REPLY PLEASE REFER TO If we can be of further assistance in the implementation of this plan, please advise. Sincerely, W. H. Bushman Resident Engineer - Q���t By: J B. Kessler Asst. Res. Engr. JBK/dkm cc - Mr. J. C. Heatwole 4v i 1- RECEIVED aEP 2 7 1983 4EMEgE� WINCHESTER • VIRGINIA 22601 y ROUTE 6, BOX 152E 703 667-4310 yr. " September 20. , 1983 6 Interstate Properties c/o Gibson & Kinter 2024 Garber Road Winchester, Virginia 22601 Gentlemen: The purpose of this letter is to document changes in the site development plans for the access roads. We advised Mr. Kinter several weeks ago that due to design problems, the concrete paved ditch would not drain into the previously installed inlets. It was agreed at that time to change to curb and gutter, which would allow proper drainage. Work began on 9-17-83 with a face of curb street width of 26 feet. A meeting with Mr. William Bushman of the Edinburg Residency on September 20, 1983, revealed that the face of curb width must be increased to 30 feet to meet Virginia Depart- ment of Highways and Transportation standards. Also, pavement requirements were discussed but no decision was made regarding a proposal by Mr. Chuck Maddox for 7" of 21A, 3" of B-3, and 1-1/2" of S-5. Therefore, we are awaiting instructions before final grading can begin on those areas to be taken over by Virginia Department of Highways and Transportation. Following the meeting with Mr. Bushman, Mr. John Kinter and Mr. Dave Hight met on the site and considered the width require- ment by the Highway Department. It was agreed to proceed by widening the streets adjacent to Aikens property on the east and north sides. This presents no problems with drainage structures in place, but necessitates removal of 40 lineal feet of curb and gutter poured on 9-17-83. An attempt to move this curb and gutter laterally will be made. An additional 30' entrance will be installed for the Aikens property, per their request. This entrance was approved by Mr. Bushman and Mr. Horne at today's meeting. Additional costs for this entrance to be paid for by Aikens. 0 Interstate Properties September 21, 1983 c/o Gibson & Kinter Page 2 of 2 Mr. Kinter directed that the proposed street west and south of the Bigg's property only be graded and lightly surfaced with stone until further notice. All work on existing Virginia Department of Highways and Transportation RIW is to be completed - as planned. Also, the proposed DI-7 inlet in the northeast corner of the Travelodge parking area is to be changed to a DI-2 and drainage swales shaped to better flow to this point. This is necessary since site plans for Aikens property differ from those prepared earlier. The costs of above changes will be reflected in the contract by a Change Order utilizing the add/deduct schedule previously submitted. Sincerely, PERRY ENGINEERING COMPANY, INC, 1�) wvzi S - kl�� %---IQ David S. Hight Construction Manager DSH/ gnr RECEWE® JAN 1 1984- HARRISON & JOHNSTON BURR P. HARRISON 1904 1973 ATTORNEYS AT LAW WILLIAM A.JOHNSTON WINCHESTER, VIRGINIA 22601 H. K. BENHAM III BILLY J. TISINGER THOMAS A. SCHULTZ, JR. TELEPHONE RONALD J. BROWN BRUCE E. DOWNING P. o. sox aoo AREA CODE 703 ELIZABETH B.JOHNSTON 667-1266 December 30, 1983 Mr. John T. P. Horne Director of Planning 9 Court Square Winchester, Virginia 22601 Dear John: For your records and mine, this will confirm our telephone conversation today in which you and I expressed agreement that the proposed deed of exchange of easements between HWA Enterprises and Interstate Properties for signs at the property on Routes 50 and 522 did not constitute an amendment of the subdivision plat and, therefore, did not require the formal approval of your office. Thanks for your prompt attention to this matter. With warm personal regards and Best Wishes for A Happy New Year, I am WAJ:nh cc: Mr. Harry W. Aiken Sincerely yours, William A. Johnston t. COMMONWEALTH OF VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION RECEIVED OCT 2 1 1983 xa-xx�.-a�:xa-xa-x�'.xFx a-xxi��oc�� Edinburg, Virginia 22324-0278 October 20, 1933 Mr. Langdon Gibson II, Partner Interstate Properties Limited Partnership 2050 Garber Road, Building 1 Winchester, Virginia 22601 Dear ?ir. Gibson: This is to acknowledge receipt of your letter dated October 4, 1983 and to inform you that the items you enumerated are as discussed at the meeting. Sincerely, j- . 7. Bushmz- n Resident En.c ir_eer W111B /wi. cc - tr. Furman Perry Mr. Rupert warner Mr. David ".'Right Mr. Charles -adJox *ir. John Truban `s. John Kinter Xr. J. B. Kessler 1,11.r. John T. P. Horne r I INTERSTATE PROPERTIES LIMITED PARTNERSHIP 2050 Garber Road, Building 1 Winchester, Virginia 22601 October 4, 1983 Mr. William H. Bushman, Asst. Res. Engr. Virginia Dept. of Highways and Traffic Edinburg, Virginia 22824 Dear Bill: This is to reduce to writing my understanding of the results of our meeting on this past Monday, the third of October, at which the following were present: y u ?`,_ i ^ tr Furman Perry, Perry Engineering Co., Inc. Alx Rupert Warner, Perry Engineering Co., Inc. David Hight, Perry Engineering Co., Inc.', Charles Maddox, Gilbert Clifford & Assoc. 95 --, John Truban, Owen & Truban_' ,' 1 John Kinter, Gibson & Kinter;%-�� William H. Bushman, V. D.H. & T. "' ! ,.' !•! Jeffrey Kessler, KeslV.D.H. & T. � •CGf.I, Langdon Gibson, Gibson & Kinter 1. The peak in the curb at the deflection angle at the end of the entrance road off of Route 522 is acceptable to V.D.H. & T. because of the small deflection in the road. 2. A specially designed DI-1 inlet will be installed at the northeast corner of the existing intersection. 3. It was agreed that Interstate Properties would submit a sketch showing how the existing storm drainage system would handle the southbound runoff from the west half of the north -south road. Perry Engineering, however, has agreed to install an inlet similar to the one described in Item £2 above at this location. 4. The twenty-six foot roadway formed by the radius at the south side of the entrance road off of Route 522 and the west curb of the north -south road will be changed to thirty feet by removal of two sections of the existing curb and creation of a compound curve. 5. The added entrance to Lot No. 1 is to be built as staked; that is, sloping gently from the road to the parking area. We have learned from Chuck Maddox that your determination of required pavement depth, made since our Monday meeting, is as follows: a. That portion of the road from Route 522 to the west curb of the north -south road shall be 12" of stone', 3.5" of B-3 and 1.5" of I-2. b. The north -south portion of the road shall be 8" of stone, 3.5" of B-3 and 1.5" of I-2. Please let us have your comments if any of the above is at variance with your understanding. gS'nceS'ncer ly, Langdo ibso II, Partner bh:FD 2 cc sent to: Furman Perry, Perry Engineering Co., Inc. Rupert Warner, Perry Engineering Co., Inc. David Hight, Perry Engineering Co., Inc. Charles Maddox, Gilbert Clifford & Assoc. John Truban, Owen & Truban John Kinter, Gibson & Kinter Jeffrey Kessler, V.D.H. & T. Langdon Gibson, Gibson & Kinter Interstate Properties Subd. f L- J//