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Carlisle Heights, Section II, III, IV Shawnee District - Backfile
�:M FOUNDATION ENGINEERING OF VIRGINIA Consulting Geotechnical Engineers & Geologists 11 WAREHOUSE ROAD HARRISONBURG, VA 22901 Telephone: (703) 4344135 January 25, 1989 Mr. Charles Longerbeam P. O. Box 528 Berryville, VA 22611 RE: Subsurface Evaluation for Proposed Subdivision, Route 656 Frederick County, Virginia FEV Project No: SC-975 Dear Mr". Longerbeam: 2050 GARBER ROAD WINCHESTER, VA 22601 Telephone: (703) 667-9300 On January 24, 1989, Foundation Engineering of Virginia (FEV) reviewed the subsurface conditions exposed by forty-five (45) backhoe excavated test pits. The test pits had been previously excavated to depths ranging from approximately eighteen (18) to seventy-two (72) inches below ground surface. The purpose of this evaluation was to determine if this area had been used for landfill purposes in the past and also to determine suitability of subsurface soils for construction purposes. The test pits reviewed, revealed residual soils overlying the Martinsburg shale bedrock. There was no evidence that past filling operations were performed in this area. All test pits indicated natural soil structure and undisturbed bedrock strata. A natural drainage swale exists on the southern portion of the property. Test pits excavated in this area accumulated water from both surface and subsurface drainage. Building is not proposed or recommended in this drainage swale area. The remaining areas of the property exhibited firm clayey silts and shale bedrock which will adequately support the proposed townhouses and single family dwellings. However, to circumvent differential settlement, SOIL BORINGS AND GEOLOGIC AND SOILS AND CONSTRUCTION FOUNDATIO14 INVESTIGATIONS GROUNDWATER STUDIES MATERIALS TESTING TESTING AND INSPECTION Mr. Charles Longerbeam RE: SC-975 January 25, 1989 Page 2 foundations for the proposed structures should be founded entirely on shale bedrock, or entirely on residual soil and not partially on both. If soil and bedrock are encountered in the footing excavations, the shale bedrock should be overexcavated twelve (12) inches and backfilled with compacted soil or 21A stone. This method will allow uniform settlement. If you should have any questions regarding this evaluation, please feel free to contact the undersigned. Sincerely, FOUNDATION ENGINEERING OF VIRGINIA Robert M. Sykes C.P.G. Director of Testing Services COil P.O. Box 13, Spout Run Lane y 1� r1aMIC5 Inc. Millwood, Virginia 22646 (703) 837-1740 Physical Land Evaluation • Wastewater Leachfield Analysis Site Selection • Soil Interpretations • Soil Surveys February 3, 1989 Re. Charles Longerbeam's Traci Mr. Robert Watkins Frederick County Planning Director 9 Court Square P. 0 Box 601 Winchester, Virginia 22601 Dear Mr. Watkins; I.conducted a soil and site evaluation on the tract of Charles Longerbeam located along Rt. 656 in Frederick County on Friday and Saturday, January 27 and 28, 1989. The purpose of the eval- uation was to determine soil conditions for evidence of earth disturbance activities and the existence of a landfill on the site. More than forty backhoe pits were examined on the tract. My evaluation revealed that the site is dominated by natural soils derived from the Martinsburg shale formation. The drainage class of these soils ranges from poorly drained to excessively drained. The soils have a large amount of fractured shale. There is evidence that the soils were farmed in the past as indicated by plowed surface layers. Undisturbed soil profiles were observed below these layers. Evidence of surface dumping occurs east of the powerline. However, backhoe pits in this area revealed no disturbed ground. Based on my evaluation of pits observed on the site, I conclude that the tract has not been'used as a subsurface landfill. If you have any questions please contact me. c. C. Longerbeam J r � FEB P-cen, avl. a PLANNING PAD DEVEIOPNiENt. w �y Sincerely yours, Rob Cp mom' e Q ee o C on ° 6 e MIL sc4EXP �YiYi� 10 eve �}�� �__..����� ���• GEODRILL, INC. Contract Drilling • Blasting • Bit Service • Controlled Demolition DAVID W. CARTER, PRESIDENT PHONE 1-703/837.2400 or 837-2424 Service with Pride since 1970 P.O. BOX 289 January 27, 1989 Dear Sir, BOYCE, VIRGINIA22620 Upon request of Mr. Chaxles C. Longerbeam,. Sr., the test pits dug on the proposed sub -division known as Carlisle II were investigated. Mr. Longerbeam asked that a description of each pit, located on the accompanying map, be given and recorded. The following test pits were examined on January 23, 1989: Toi soil depth Overburden thickness Remarks Pit #1 0.7' 3.1' Thin bedded shale, ferruginous, moderately decomposed, seams and joints filled with mont- morillonite clay, rip 3'-44' Pit #2 0.7' 3.4' Thin bedded shale with part- ing and jointing, mont- morillonite present, rip 3' Pit #3 0.7' 3.3' Thin bedded shale with moderate weathering, mont- morillonite present, rip 3'-4' Pit #4 0.7' 2.2' Thin bedded shale with thin sandstone inter -members, montmorillonite present,in seams, 3' rip Pit #5 0.7' 2.4' Thin bedded shale with mont- morillonite present, iron stained, rip 3' Pit #6 0.7' 4.0' Thin bedded shale with mont- morillonite present, less weather resistant, less sand- stone inter -members, rip 3'-4' Pit #7 0.7' 2.5' Thin bedded shale with mont- morillonite present, iron stained, rip 3' Page Two Pit #8 0.89 3.75' Thin bedded shale with mont- morillonite present, heavy iron staining, rip 3' Pit #9 0.7' 3.5' Thin bedded shale with mont-` morillonite present, iron staining, rip 31-41 Pit #10 o.69 2.5' Thin bedded shale with mont- morillonite present, iron stains, rip 3' Pit #11 0.7' 2.49 Thin bedded shale with mont- morillonite present, rip 3' Pit #12 0.81 3.5' Thin bedded shale with mont- morillonite present, rip 31-4' Pit #13 0.7' 3.3' Same as #12 Pit #14 0.7' 4.09 Same as #12 except rip 4' Pit #15 0.7' 3.0' Same as #12 except sandstone interface more noticeable, rip 3' Pit #16 0.79 3.5' Same as #15 Pit #17 0.99 3.89 Same as #15 except less sandstone present, rip 4' Pit #18 0.6' 4.7' Same as #15 except rip 31-4' Pit #19 0.75' 3.5" Same as #15 with heavier weathering profile, rip 3' Pit #20 0.7' 3.59 Same as #15 except heavier jointing and parting, rip 3' Pit #21 0.9' 3.0' Same as #15 except vertical bedding, rip 3' Pit #22 0.7' 4.0' Same as #15 except iron - concretions present, cherty, rip 29 Pit #23 0.7' 3.5' Same as #15 except heavy iron staining, rip 2'-3' Pit #24 0.69 3.5' Same as #23 Pit #25 0.6' 3.5' Same as #23 .Page Three Pit #26 0.7' 2.50 Pit #27 0.79 3.0' Pit #28 o.80 3.0° Pit #29 o.80 4..50 Pit #30 0.8' 4.5' Pit #31 0.90 3.09 Pit #32 o.8' 3.811 Pit #33 0.7' 3.0' Pit #34 o.6' 3.0' Pit #35 0.50 2.5' Pit #36 o.60 4.o' Pit #37 0.82 3.00 Pit #38 o.89 4.o° Pit #39 0.5' 3.0' Pit #40 0.9' 3.5' Pit #41 0.8' 4.0' Pit #42 o.89 3.5' Pit #43 0.9' 3.0' Pit #44 0.91 4.5a Same as #15 Thin bedded shale with mont- morillonite present, iron staining, rip 3' Same as #27 except ground water filling hole and more montmorillonite present, rip 3' Same as #28 except without ground water, rip 3' Same as #29 Same as #29 except more sandstone, inter -members present, rip 2'13' Same as #29 Same as #29 Same as #29 Hard ferruginous thin bedded shale, rip 1'-2' Same as #29 except less weathered, rip 10-21 Same as #29 except heavier iron staining, rip 3' Same as #29 Same as #29 Same as #29 except rip 2' Same as #40 Same as #40 except heavy montmorillonite, rip 3' Same as #27, rip 3' Thin bedded shale, heavily weathered, montmorillonite present, rip 31-4' Page Four The strata all trended N 22 E with variation in dip from vertical to 65 degrees N.W. The sandstone members varied in weather resistance. Maximum sandstone thickness did not exceed 2? inches (63.5 mm). All overburden was in situ and lithification paralleling bedding was recognizable. Overburden thickness seemed to be a function of the test pit°s position in existing drain- age as well as the severity of jointing and parting. Iron concretions and the predominance of. sandstone members also proved to be more weather resistant resulting in lower overburden thickness. Top soil thickness appeared to also be a function of the pit's location on existing drainage. It is my opinion that all areas examined are undisturbed from the top of the top soil zone downward. iNE ma i E-12►C1►_._ T c -rt� f`hG-Tn Respectfully sub ted, ?DaviadW. Carter, Geologist/President GEODRILL, INC. DWC/mc .. �. I` . 1 � � 1' 1` I I • � �\ \ E•� ' ' � "�/��� r I lt\' � /� Yr � ! " •� 7 � , .� // - � �� - � ,, � a ./ �� � � !8 � � . a � � � ',� �' .� /` ., � .., r .� � �. . �. � • I , ,. r - � � � � f 8 � - .... 1 /�� `. a /��`i ,. � �, / / -� � �/ ��. ��/ �i �. �` \ A & L EASTERN AGRICULTURAL LABORATORIES, INC. 7621 Whitepine Road e Richmond Virginia 23237 • (804) 743-9401 REPORT NUMBER R280-068 Addition TRI CO FARM SERVICE P 0 BOX 506 BERRYVILLE, VA 22611 10/18/88 Sample I.n. 1 2 3 4 Page: 1 CL ,rye Li 'td� GROWER: LONGERBEAM Lab. # As-ppm 9395 5.86 939:6 4.00 9397 3.93 9318 4.07 C. N ORMAN s tV0 -- 5 O Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. Copyright 1977 REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES INC. R280-068 ADDITION 7621 WHITEPINE RD. RICHMOND VA. 2MI 804-743-9401 SEND TO: TRI CO FARM SERVICE CUSTOMER: LONGERBEAM P 0 BOX 506 BERRYVILLE, VA 22611 E OF REPORT 10/10/88 PAGE 1 SOIL ANALYSIS REPORT AFL SAMPLES SUBMITTED BY. TRI CO .FARM SERVICE SAMPLE Lab Nitrogen Phos- Potas- Sulfur Calcium Mag- Sodium Iron Aluminum Manga- Copper Zinc Anxrionia Nitrate IDENT. No. %N phorus sium %S % Ca nesium o /o Na ppm Fe ppm AI nese' ppm Cu ppm Zn Nitrogen N'rtrogefl %P %K %Mg ppm Mn % 1 0 93 95 2 09396 3 09397 4 09398 LAB Cadmium CEO Nickel Lead Arsenic Mercury' Selenium Orgill NO. ppm Cd ppm Ni ppm Pb ppm As ppm Rg- ppm Se Nitrogen ppm Cr % 09395 0.5 20 20 09396 0.5 25 30 S ,� } 09397 11 0.5 25 15 09398 0.5 55; 80 Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made This report applies only to the sample(s) tested. Samples are to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retained a maximum of thirty days after testing. A EC , RICULTUFrlilL LABORATORIES, INC. By b 11\ �___ C _-N _ RE OP RT NUMBER R28C-068 A & L EASTERN AGRICULTURAL LABORATORIES, INC. 7621 Whitepine Road • Richmond Virginia 23237 . (804) 743-9401 SEND TO: TRi CO FARM SERVICE P 0 8CX 506 sERRYVILLE VA 22611 DATE OF REPORT PAGE GROWER: LONOfRBEAM SOIL ANALYSIS REPORT SAMPLES SUBMITTED BY: TR1 CO FARIO SERVICE ORGANIC PHOSPHORUS POTASSIUM MAGNESIUM CALCIUM SODIUM pH HYDRO- Cation PERCENT , LAB MATTER GEN Exchange BASE SATURATION (COMPUTED) Pt P2 K Mg Ca Na % % a` /a /a SAMPLE NUMBER •• Weak Bra) ( V N HCO P a 3% SOIL BUFFER H Capacity C.E.C. NUMBER ENR RATE ' {bS./A. ...< ppm-PRATE •••• ppm-PRATE. ...., PPmKaATE. ppmMgRATE ... DpmCaRATE •. ppmTlaRATEw, �. pH- pH meq/100g meq/100g K K Mg Ca H Na 1 09395 2.3 97"� .3 V L 5 Vt 73 H 54 M 350 M 5.3 6.8 1.1 3.5 5.4 13.0 50.6 31..E 2 09396 3.9 119H 5 VL 7 VL 74 M 107 VH 500 L 5.3 6.8 1.6 5.2 3.7 17.2 48.2 31.0 3 09397 3.9 119H 9 L 11 V1 119 H 145 VH 670 M+ 5.6 6.8 1.5 6.4 4.8 19.0 52.7 23.5 4 09393 3.9 119H 10 L 14 L. 1B9 Vi 61 M; 450 L 5.3 6.8 1.5 4.7 10.3 10.3 47.9 31.0 (SEE EXPLANATION ON BACK) MANGA- SOLUBLE MOLYB- PARTICAL SIZE ANALYSIS SAMPLE NITRATE SULFUR ZINC NESE IRON COPPER BORON '' EXCESS SALTS CHLORIDE DENUM NUMBER NO3 S ZU Mn Fe CU B LIME RATE CI Mo % % % SOIL PPm-NO3-N RATE ppmS RATE ppmdn RATE ppm-Mn RATE ppm-Fe RATE: ppm Cu RATE ppm-B RATE mmhos/cm RATE ppm-CI RATE ppm-M. RATE SAND SILT CLAY TEXTURE 1 10 M 2.7 M 11 t$ 30 H 3.1 V4 0.5 L 2(( 8 M 4.7 .4 104 V . 15--kk H 2.5 H 0. 7 M 3 12 M 4.7 H 30 H 20 H 3.0 H 0.7 M This report applies only to the sample (i) tested. Samples are retained a maximum of thirty clays after testing. 4' 11 12. 4 VH 11 M 28 H 2.5 H 0.7 M A R 4EAGRICULTURAL O TORIES, INC. BY s RMiAN JO CODE TO RATING: VERY LOW (VL), LOW (L), MEDIUM (M), HIGH (H), VERY HIGH (VH), ANU NUNt (N). .... MULTIPLY THE RESULTS iN OPm BY 4.6 TO CONVERT TO LBS. PER ACRE P205 Y I •• ENR -ESTIMATED NITROGEN RELEASE ••••• MULTIPLY THE RESULTS IN ppm BY 2.4 TO CONVERT TO LBS. PER ACRE K20 �_ ••'• MULTIPLY THE RESULTS IN ppm BY 2 TO CONVERT TO LEIS. PER ACRE OF THE ELEMENTAL FORM MOST SOILS WEIGH TWO (2) MILLION POUNDS (ORY.WEIGHT) FOR AN ACRE OF SOIL 6-2/3 INCHES DEEP, ��r, �` � / i � �� � � v �.. � , � ; ,` , � ; �i ��� r .� � � .\ \ ;' � � � \ d \ �� � %, \ \/ � „ .. __ �� - /\ �, �." --� " , } ` ` %� � � I /� � _ _ ,, � %� -� � _ _ .ice -__-_ _-._—/ � . `� _ - � ✓ � � �� �..; - � .,, - -- �� � ��. � � _- %� - Cf4!"�LlSLE �/E/GHT-� BOX 92444 rN ,.... .� ., _ ,,,>,.,�. . m �� � � ...5 (J / % / /' .� .. _.. .� __._ . RAY D. PETHTEL COMMISSIONER Mrs. Elaine Longerbeam P 0 B 528 Berryville, CIA 22611 Dear Mrs. Longerbeam: DEPARTMENT OF TRANSPORTATION P. O. BOX 278 EDINBURG, 22824 �/�� WILLIAM H. BUSHMAN RESIDENT ENGINEER TELE (703) 984-4133 March 17, 1993 FAX (703) 984-9761 Ref: Carlisle Heights Subdivision Section III Route 656 Frederick County On March 8, 1993 I performed an inspection of the repairs made on the private entrance at the above referenced lot. The repair items were outlined in our previous letter dated December 3, 1992. (See attachement.) I offer the following comments regarding these repairs: 1. The existing culvert was not replaced with a 17"x13" pipe as requested. However, the realigned existing pipe does have at least 6" of cover. It would appear that the realigned culvert does not have proper elevations. 2. The ditch areas on both sides of the realigned culvert needs to be fine graded, seeded, and mulched. 3. It is recommended that a minimum 12' wide plant mix overlay consisting of 2" of SM-2A asphalt concrete from existing pavement to the top of the grade be installed as requested. I will again stress that correcting these items will improve a potential safety hazard and will allow for the ultimate addition of Woodrow Road into the State's Secondary system. Please feel free to contact this office should you have any questions. Sincerely, W. H. Bushman Tran. Resident Engine j:, PE By: Steven A. Meln',' off SAr1/jag Hwy. Permit and S'U d. Spec. Enclose. Copy: Mr. R. B. Childress Mr. R . iv . Watkins R/O file TRANSPORTATION FOR THE 21 ST CENTURY • COMMONWEALTH of VIRQLAU& RAY O. PETHTEL COMMISSIONER Mrs. Elaine Longerbeam P. O. Box 528 Berrvville, VA 22611 Dear Mrs. Longerbeam: DEPARTMENT OF TRANSPORTATION P. O. BOX 278 EDINBURG.22824 WILUAM H. BUSHMAN RESIDENT ENGINEER December 3, 1992 TELE (703) 984.4133 FAX (703) 984-9761 Ref: CmEndin UpiRtits Subdivision Section III Route 656 Fkadezick County This is to follow-up on our phone conversation of December 2, 1992 mnaern. g the private entrance to Lot No. 131 in the referenced development As il=m7k-rl, The entrance is unacceptable. Its surface does not slope away from the Woodrow Rmd anent to provide positive drainage from the street. The drainage culvert has bends in 8=d dues not appear to be draining properly. And lastly, our maximum grade requirement ofIM fiiam the bacl-side of the shoulder has been greatly increased. These factors if left uncorrec.0ed old cause us future maintenance problems as well as create a seven✓ hmrd for the tca 9V hFW To correct the situation we suggest the existing culvert be removed andaglaced with a 17"xlY pipe arch. The new pipe should be reset to allow for a minimum 6 of cover while also providing V per foot fall from the edge of WoodOw Road for 4. Tolmevent erosion on the upgrade portion of the entrance, we also recommend a minimum IT *tide plant mix overlay with 2" of SM-2A Asphalt Concrete. Although these measures still will not meet our minimum private end standards, they will correct a potentially serious situation .and will allow for the ultimate addition of Woodrow Road into the State's Secondary Road System. 3 have enclosed for your use a copy of our private entrance standard and driveway profile details which you may want to share with the lot developer. Should you have any questions or if I can be of farther assistance, please let me know. -Sinco*y, W. 'EL 'Bushman,- Tmm&- Resident Engr. By: R. B. Childress, Hwy. Permits A Subd. Spec. Sr. RBClr Enclosures xc: Mr. D. O. Willdn.s, Mr. R. W.14ft aas x...le-rrrwnnu r^n V uC -f• CT r-rhm ICv FOUNDATION ENGINEERING OF VIRGINIA Consulting Geotechnical Engineers & Geologists 11 WAREHOUSE ROAD HARRISONBURG, VA 22801 Telephone: (703) 434-4135 January 25, 1989 Mr. Charles Longerbeam P . 0. Box 528 Berryville, VA 22611 RE: Subsurface Evaluation for Proposed Subdivision, Route 656 Frederick County, Vi rgi ni a FEV Project No: SC-975 Dear Mr'. Longerbeam: 2050 GARBER ROAD WINCHESTER, VA 22601 Telephone: (703) 667-9300 On January 24, 1989, Foundation Engineering of Virginia (FEV) reviewed the subsurface conditions exposed by forty-five (45) backhoe excavated test pits. The test pits had been previously excavated to depths ranging from approximately eighteen (18) to seventy-two (72) inches below ground surface. The purpose of this evaluation was to determine if this area had been used for landfill purposes in the past and also to determine suitability of subsurface soils for construction purposes. The test pits reviewed, revealed residual soils overlying the Martinsburg shale bedrock. There was no evidence that past filling operations were performed in this area. All test pits indicated natural soil structure and undisturbed bedrock strata. A natural drainage Swale exists on the southern portion of the property. Test pits excavated .in this area accumulated water from both surface and subsurface drainage. Building is not proposed or recommended in this drainage swale area. The remaining areas of the property exhibited firm clayey silts and shale bedrock which will adequately support the proposed townhouses and single family dwellings. However, to circumvent differential settlement, SOIL BORINGS AND GEOLOGIC AND SOILS AND CONSTRUCTION FOUNDATION INVESTIGATIONS GROUNDWATER STUDIES MATERIALS TESTING TESTING AND INSPECTION Mr. Charles Longerbeam RE: SC-975 January 25, 1989 Page 2 foundations for the proposed structures should be founded entirely on shale bedrock, or entirely on residual soil and not partially on both. If soil and bedrock are encountered in the footing excavations, the shale bedrock should be overexcavated twelve (12) inches and backfilled with compacted soil or 21A stone. This method will allow uniform settlement. If you should have any questions regarding this evaluation, please feel free to contact the undersigned. Sincerely, FOUNDATION ENGINEERING OF VIRGINIA - - - - �/ M =s-� A C'j Robert M. Sykes C.P.G. Director of Testing Services 5oil P.O. Box 13, Spout Run Lane nmics Inc. Millwood, Virginia 22646 (703) 837-1740 Physical Land Evaluation • Wastewater Leachfield Analysis Site Selection • Soil Interpretations • Soil Surveys February 3, 1989 Re. Charles Longerbeam's Tract Mr. Robert Watkins Frederick County Planning Director 9 Court Square P. O. Box 601 Winchester, Virginia 22601 Dear Mr. Watkins; I conducted a soil and site evaluation on the tract of Charles Longerbeam located along Rt. 656 in Frederick County on Friday and Saturday, January 27 and 28, 1989. The purpose of the eval- uation was to determine soil conditions for evidence of earth disturbance activities and the existence of a landfill on the site. More than forty backhoe pits were examined on the tract. My evaluation revealed that the site is dominated by natural soils derived from the Martinsburg shale formation. The drainage class of these soils ranges from poorly drained to excessively drained. The soils have a large amount of fractured shale. There is evidence that the soils were farmed in the past as indicated by plowed surface layers. Undisturbed soil profiles were observed below these layers. Evidence of surface dumping occurs east of the powerline. However, backhoe pits in this area revealed no disturbed ground. Based on my evaluation of pits observed on the site, I conclude that the tract has not been used as a subsurface landfill. If you have any questions please contact me. c. C. Longerbeam FEB Dnn ciD GE`, ti LPN ENT '�' 1 (1 i Sincerely yours, e Roba�•���,�,� ���;nie�♦� CP9zq �`: optom•~ ♦ <'H j•`� t\ r• l GEODRILL, INC. Contract Drilling • Blasting • Bit Service • Controlled Demolition DAVID W. CARTER, PRESIDENT PHONE 1-703/837-2400 or 837-2424 Service with Pride since 1970 P.O. BOX 289 January 27, 1989 Dear Sir, BOYCE, VIRGINIA 22620 Upon request of Mr. Charles C. Longerbeam,. Sr., the test pits dug on the proposed sub -division known as Carlisle II were investigated. Mr. Longerbeam asked that a description of each pit, located on the accompanying map, be given and recorded. The following test pits were examined on January 23, 1989: TTo" soil depth Overburden thickness Remarks Pit #1 0.7' 3.1' Thin bedded shale, ferruginous moderately decomposed, seams and joints filled with mont- morillonite clay, rip 3'-4' Pit #2 0.7' 3.4' Thin bedded shale with part- ing and jointing, mont- morillonite present, rip 3' Pit #3 0.7' 3.3' Thin bedded.shale with moderate weathering, mont- morillonite present, rip 3'-4' Pit #4 0.7' 2.2' Thin bedded shale with thin sandstone inter -members, montmorillonite present;.in seams, 3' rip Pit #5 0.7' 2.4, Thin bedded shale with mont- morillonite present, iron stained, rip 3' Pit #6 0.7' 4.0' Thin bedded shale with mont- morillonite present, less weather resistant, less sand- stone inter -members, rip 3'-4' Pit #7 0.7' 2.5' Thin bedded shale with mont- morillonite present, iron stained, rip 3' Page Two Pit #8 o.8' 3.750 Pit #9 0.7' 3.5' Pit #10 0.6' 2.5' Pit #11 0.7' 2.42 Pit #12 0.8' 3.5' Pit #13 0.7' 3.3' Pit #14 0.7' 4.0' Pit #15 0.7' 3.0' Pit #16 0.7' 3.5' Pit #17 0.9' 3.8' Pit #18 0.6' 4.7' Pit #19 0.75' 3.5' Pit #20 0.7' 3.5' Pit #21 0.9' 3.0' Pit #22 0.7' 4.0' Pit #23 0.7' 3.5' Pit #24 o.6' 3.5' Pit #25 0.6' 3.50 Thin bedded shale with mont- morillonite present, heavy iron staining, rip 3' Thin bedded shale with mont- morillonite present, iron staining, rip 31-41 Thin bedded shale with mont- morillonite present, iron stains, rip 3' Thin bedded shale with mont- morillonite present, rip 3' Thin bedded shale with mont- morillonite present, rip 3'-41 Same as #12 Same as #12 except rip 41 Same as #12 except sandstone interface more noticeable, rip 3' Same as #15 Same as #15 except less sandstone present, rip 41 Same as #1_5 except rip 3'-4' Same as #15 with heavier weathering profile, rip 3' Same as #15 except heavier jointing and parting, rip 3' Same as #15 except vertical bedding, rip 3' Same as #15 except iron concretions present, cherty, rip 2' Same as #15 except heavy iron staining, rip 2'-3' Same as #23 Same as #23 Page Three Pit #26 0.7' 2.5' Same as #15 Pit #27 0.7' 3.0' Thin bedded shale with mont- morillonite present, iron staining, rip 3' Pit #28 0.8' 3.0' Same as #27 except ground water filling hole and more montmorillonite present, rip 3' Pit #29 0.8' 4.57 Same as #28 except without ground water, rip 3' Pit #30 0.8' 4.5' Same as #29 Pit #31 0.9' 3.0' Same as #29 except more sandstone, inter -members present, rip 2'-3' Pit #32 0.8' 3.8' Same as #29 Pit #33 0.7' 3.07 Sale as #29 Pit #34 0.6' 3.0' Same as #29 Pit #35 0.5' 2.5' Hard ferruginous thin bedded shale, rip 1'-2' Pit #36 0.6' 4.0' Same as #29 except less weathered, rip 1'-2' Pit #37 0.8' 3.0' Same as #29 except heavier iron staining, rip 3' Pit #38 0.8' 4.0' Same as #29 Pit #39 0.5' 3.0' Same as #29 Pit #40 0.9' 3.5' Same as #29 except rip 2' Pit #41 0.8' 4.0' Same as #40 Pit #42 0.8' 3.5' Same as #40 except heavy montmorillonite, rip 3' Pit #43 0.9' 3.0' Same as #27, rip 3' Pit #44 0.5.' 4.5' Thin bedded shale, heavily weathered, montmorillonite present, rip 31-4' Page Four The strata all trended N 22 E with variation in dip from vertical to 65 degrees N.W. The sandstone members varied in weather resistance. Maximum sandstone thickness did not exceed 22 inches (63.5 mm). All overburden was in situ and lithification paxalleli.ng bedding was recognizable. Overburden thickness seemed to be a function of the test pit°s position in existing drain- age as well as the severity of jointing and parting. Iron concretions and the predominance of. sandstone members also proved to be more weather resistant resulting in lower overburden thickness. Top soil thickness appeared to also be a function of the pit's location on existing drainage. It is my opinion that all areas examined are undisturbed from the top of the top soil zone downward. 11A E. CfNQ Etz k R.MT+-C-i T c s rt Respectfully sub ted, ccl� David W. Carter, Geologist/President GEODRILL, INC. DWC/mc A & L EASTERN AGRICULTURAL LABORATORIES, INC. 7621 Whitepine Road • Richmond Virginia 23237 • (8041743-9401 REPORT NUMBER R280-068 Addition TRI CO FARM SERVICE P 0 BOX 506 BERRYVILLE, VA 22611 GROWER: LONGERBEAM 10/18/88 Page: 1 Sample I.D. Lab-# As-ppm 1 9395 5.86 2 5396. 4.00 3 g357 3.93 4 SIM 4.07 V U 'Jill a ry C. NORMAN AES O Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or In part, nor may any reference be made to the work, the results, or the company In any advertising, news release, or other public announcements without obtaining our prior written authorization. Copyright 1977 REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES INC. R280-068 ADDITION 7621 WHITEPINE RD. RICHMOND NA. 2M7 804-743-9401 SEND TO: TRI CO FARM SERVICE CUSTOMER: LONGERBEAM P 0 BOX 506 BERRYVILLE, VA 22611 i E OF REPORT 10/10/88 PAGE 1 SOIL ANALYSIS REPORT SAMPLES SUBMITTED BY. TRI CO ,FARM SERVICE SAMPLE Lab Nitro Nitrogen Phi- Potas Sulfur' Calcium M a9 Sodium Iron .� Aluminum Ma�ga_- Copper Zinc ., Amnonta Nitrate�' IDENT.l No. - %N phorus slum %S 'e % Ca . n%Mm %oNa ppm Fe' ppm Al pPm "� - PPm Zn Nitrogen Nitrogen %P %K 9 PPMnu . 96� PPnI 1 09395 2 09396 3 09397 4 09398 LAB ' ' Cadmium Ctutr� Nickel �ppm Lead } A►sernc � Merc iry �5eleraum t i Imo. PPm Ni ppm Pb' PPm As ppm Hg pprri Seppm Cr� 09395 0.5 20 20 09396 <0.5 25 30 3 C y� 09397 0.5 25 15 09398 0.5 ( 55 ,; 80 ' Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made This report applies only to the samplels) tested. Samples are to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retained a maximum of thirty days after testing. A RICULTU L LABORATORIES, INC. ev fri M F.S _tN C. NOR -A— REFIORT NUMBER R28C-068 A & L EASTERN AGRICULTURAL LABORATORIES, INC. 7621 Whitepine Road • Richmond Virginia 23237 . (804) 743-9401 SEND TO: TRI CO FARM SERVICE P 0 `SOX 506 BERRYVILLE VA 22611 DATE OF REPORT PAGE, fir)/ n6/2z� GROWER: LONGERHEAM SOIL ANALYSIS REPORT SAMPLES SUBMITTED BY: ACCT ># 70013 TRI CO FARM SERVICE ` ~ORGANIC PHOSPHORUS -, - -° : ' POTASSIUM MAGNESIUM 1.HYDRO- CALCIUM - ;SODIUM ,% pH t BASE SATURATION (COMPUTED) p� (Weak'UNY) - p 2: NaHco3P K „Mg'' _ - Ca Na SOIL ;BUFFER: SAMPLE-? LA8 NUMBER MATTER. fL " GENi" Exchatpe Capaerty pe K + Y r'"% < Y. NUMBER ENR ' RATE "Ibt./A .... pplm P RATE .... ppm P RATE ,.. pPm-K RATE ... `ppm-Mg RATE '' .:. ppm-Ca RATE ... ppm-Na RATE pH, - • pN H meq/100g C .0 meq/1009 < K 1 09395 2.3 97M 3 V L 5 Vt 73 H 54 M 350 M 5.3 6.8 1.1 3.5 5.4 13.0 50.6 31.0 2 09396 3.9 119H 5 VL 7 V1 74 M 107 VH 500 L 5.3 6.8 1.6 5.2 3.7 17.2 48.2 31.0 3 09397 3.9 119H 9 L 11 V1 119 H 145 VH 670 M 5.6 6.8 1.5 6.4 4.% 19.0 52.7 23.5 4 09393 3.9 11➢-4 10 L 14 L 1B9 Vi 61 M 450 L 5.3 6.8 1.5 4.7 10.3 10.3 47.9 31.0 (SEE EXPLANATION ON BACK) MANGA• " ,: 4 r..d �4r SOLUBLE ti z e a.k E;'� MOLYB•'° ,.k r =' ;� 3'iv a ?, r PARTICAL SIZE ANALYSIS • -. , $A.... LE NITRATE " SULFUR ZING < NESE `" IRON COPPER ;5 BORON EXCES£ .. SALTS CHLORIDE DENUM NUMBER NO3 S Zn Mn Fe Cu g ME RIAT CI Mu % ° /° °/ SOIL pp-1103-N RATE ppmS RATE ppm Zn RATE ppm-Mn RATE ppm-Fe RATE ppm-Cu RATE ppra-B RATE mmhos/cm RATE p►m-Cl RATE ppm-Mo RATE SAND SILT CLAY TEXTURE 1 10 V. 2.7 M 11 N 30 H 3.1 V I).5 L 2 M 4.7 H 104 V . 1715 H 2.5 is 0.7 M1 3 ''8yy 12 N. 4.7 H ZtS 3 0 H 20 H (L 3.0 H Y0ll 0.7 M This report applies only to the sample(s) tested. Samples are retained a maximum o1 thirty days alter testing. 4 11 1 4 if H 11 M 28 H 2.5 H 0.7 M A a E AGRICULTURAL O TORIES, INC. BY RMAN JO c CODE TO RATING: VERY LOW (VL), LOW (L), MEUIUM (M), HIU" (H), VLHY . UFl Ivry 1,-N. IN-- I.vl. •••• MULTIPLY THE RESULTS IN ppm BY 4.6 TO CONVERT TO LBS. PER ACRE P205 Y / +• ENR -ESTIMATED NITROGEN RELEASE ••••• MULTIPLY THE RESULTS IN ppm BY 2.4 TO CONVERT TO LBS. PER ACRE K20 \/ ••• MULTIPLY THE RESULTS IN opm BY 2 TO CONVERT TO LBS. PER ACRE OF THE ELEMENTAL FORM MOST SOILS WEIGH TWO (2) MILLION POUNDS (DR -WEIGHT) FOR AN ACRE OF SOIL 6-2/3 INCHES DEEP. I Abe HECQ/7,5 Repo er5 8K898PG0290 BREN OODt; f TERRA _ �' c' MILL + A E TLEE Oq RACE EATS 65g GR F LO 4 s d� c frs wur "'`4b $ EauL Cr 00 wee p W QA T a� i3oo`3�� tLOYDS 7, CARLISLE 7"bao a, e HGTS 3ENSENY rIEIGHTS- \ / lloll rie 8� Gr Q owood VICINITY MAP \SCALE: o p `n 3! _rnfftiTwv 1"=2000' Ai' D BY SUBDIVISION ADMINISTRATORA DATE z- 9 Ag OWNERS' CONSENT THE ABOVE AND FOREGOING BOUNDARY LINE ADJUSTMENT BF_Tm-EN LOT 230 AND LOT 231, CARLISLE HEIGHTS N SECTION IV, IN THE NAME OF GLEN E. RUSSELL AND JUDY S. RUSSELL, AS APPEARS IN THE ACCOMPANI?NG PLAT, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, IF ANY. %: / r NOTARY PUBLIC I, `h�j tom, �0 - �—SI-rzc S ri ; dre4,.. A NOTARY PUBLIC IN AND FOR THE STATE OF C-- AT LARGE, DO CERTIFY THAT Or L% Sr AND �� �,Q y S' � < < s S- c / / _ ,WHOSE NAMES ARE SIGNED TO THE FOREGOING OWNERS' CONSENT, HAVE ACKNOWLEDGED THE SAME BEFORE ME IN MY STATE. GIVEN UNDER MY HAND THIS pAY OF /`r �i� ,ilk 19 �! MY COMMISSION EXPIRES SURVF-YOR'S CERTIFICATE I HEREBY CERTIFY THAT THE LAND CONTAINED IN 'THIS BOUNDARY LINE ADJUSTMENT IS BETWEEN A PORTION OF THE LAND CONVEYED TO GLEN E. RUSSELL AND JUDY y. RUSS11L BY DEED DATED 15 OCTOBER 1997 AND DESIGNATED AS LOT 230 AND LOT 231, CARLISLE HEIGHTS w SECTION IV, DEED OF DEDICATION DATED 19 JUNE 1989, SAID DEEDS RECOI?DED IN THE: OFFICE OF THE CLERK OF THE CIRCUIT COURT OF FREDERICK COUNTY, VIRGINIA IN DEED BOOK 890 AT PAGE 798 AND DEED BOOK 716 AT PAGE 770, RESPECTIVELY. P.I.N. 551--1-4-230 lti/ ZONED: RP DOUGLA C. LEGGE, L.S. USE: RESIDENTIAL P.I.N. 551--1-4-231 ZONED: RP PLAT 5HCWING USE: RESIDENTIAL BOUNDARY LINE ADJUSTMENT �WrH pF BETWEEN LOT 230 and LOT 231 CARLISLE HEIGHTE5 N 5ECTION IV SHAWNEE MAGI5TE.RIAL DISTRICT BLAC'H230 FREDERICK COUNTY, YIRGINIA _ DO GLAS DATE: 10 FE BRUARY 1998 COVER SHEET � SHEET 1 OF 2 _ No. 001197 MARSH & IL E'JGGE Land Surveyors, P.L.C. v� va�inu SURv 159 Norch cameron Screet Wimhtscer, 22601 (540) 667-0466 Fax (540) 567-0469 A $98PGO29I 1 !lT N51°5938'E 64.00' 0 CV EXISTING DWELLING CHARLTON ROAD - 50' R/W W �l F_j IQ ++a >- ° IZ w �O m 11.0 \J LOT 230 P.I.N. 551-1-4-230 19, 0 1 sa FT. (ADJ. AREA) z 10,p0 SQ. FT. (ORIG Af F ) 'f02.56 _ 551°59'38 I T i1` L.vill 1 1 241111 L.V1 1V 1 0 20 40 80 GRAPHIC SCALE IN FEET 1 "= 40' .�LTH OF Lj� N5105_9'38"E 166.00' \ \ LOT 231 P.I.N.551-1-4-231 / 21,349 Sa FT. (ADJ. AREA) ,/ / , 'OT 20,250 SQ. FT. (ORIG. AREA) L.V I <.?2 y a 127.44? I V, Ina I I ^1 `,\ L.tVv L.VI V8 NOTES 1. NO TITLE REPORT FURNISHED. 2. EASEMENTS MAY EXIST THAT ARE NOT SHOWN ON THIS PLAT. 3. IRON RODS FOUND OR SET AT ALL PROPERTY CORNERS. 4. A 10' UTILITY & DRAINAGE EASEMENT IS RESERVED ON EACH LOT ADJACENT TO ALL LOT LINES. 5. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON FINAL PLAT - CARLISLE HEIGHTS N SECTION IV DATED JANUARY 19, 1989 MADE BY H. BRUCE EDENS, L.S. PLAT SHOWING BOUNDARY LINE ADJUSTMENT BETWEEN LOT 230 and LOT 231 CARLISLE HEIGHTS N SECTION IV SHAWNEE MAGISTERIAL D15TKICT FKEDEKICK COUNTY, VIRGINIA I DATE: 10 FEBRUARY 1998 1 SCALE: 1"=40' 1 SHEET 2 OF 2 1 No. 001197✓ MARSH & LEGGE Land Surveyors, P.L.C. ,S'IJR.v 139 North Cameron Street Wincheater, Viramie 22601 (540) 667-0468 Fax (540) 667-0469 AFFROVED 13Y ON ADMINISTRA OWNERS' CONSENT THE ABOVE AND FOREGOING BOUNDARY LINE ADJUSTMENT BETWEEN LOT 251, CARLISLE HEIGHTS -SECTION IV, STANDING IN THE NAME OF GLEN E. RUSSELL AND JUDY S. RUSSELL, AND LOT 252, CARLISLE HEIGHTS -SECTION IV, STANDING IN THE NAME OF GLEN W. RUSSELL AND PAMELA L. RUSSELL, AS APPEARS IN THE ACCOMPANYING PLAT, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, IF ANY. nNOTARY FUDLIC NOTARY PUBLIC I, KZd Q . ,S22 1 CL' e,n , A NOTARY 1, 6h�i�( ��► • ;r�c ' -y-tl I U C"o PUBLIC IN AND FOR THE STATE OF VIRGINIA, AT LARGE, DO CERTIFY THAT ���c 651�(z aoldl WHOSE NAMES ARE SIGNED TO THE FOREGOING OWNERS' CONSENT, HAVE ACKNOWLEDGED THE SAME EFORE ME IN MY STATE. G VEN UNDER MY HAND THIS DAY OF 19�'7 . MY COMMISSION &XPILr 79 A NOTARY" PUBLIC IN AND FOR THE STATE OF VIRGINIA, AT LARGE, DO CERTIFY THAT Cie sel'' ice, A WHOSE NAMES ARE SIGNED TO THE FOREGOING OWNERS' CONSENT, HAVE ACKNOWLEDGED THE SAME BEFORE ME IN MY STATE, GIVEN UNDER MY HAND THIS i">' DAY OF OL�41slz_ , 19, ! . MY C IS © EXPIRES %� �� SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE LAND CONTAINED IN THIS BOUNDARY LINE ADJUSTMENT IS THE LAND CONVEYED TO GLEN E. RUSSELL AND JUDY S. RUSSELL BY DEED DATED 25 MARCH 1997 AND DESIGNATED AS LOT 251, CARLISLE HEIGHTS -SECTION IV, DEED OF DEDICATION DATED 19 JUNE 1989 AND THE LAND CONVEYED TO GLEN W. RUSSELL AND PAMELA L. RUSSELL BY DEED DATED 25 MARCH 1997 AND DESIGNATED AS LOT 252, CARLISLE HEIGHTS -SECTION IV, SAID DEEDS RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF FREDERICK COUNTY, VIRGINIA IN DEED BOOK 881 AT PAGE 1360, DEED BOOK 716 AT PAGE 770 AND DEED BOOK SSi AT PAGE 1359, RESPECTIVEL'r: P.LN. 541-1-4-251 P.I.N. 541-1-4-252 DOUGLAS C. LEGGE, L.S. ZONED: RP USE: RESIDENTIAL PLAT SHOWING BOUNDARY LINE ADJUSTMENT � �N H OF Between LOT 251 And LOT 252 Q) ��CARL15LE HEIGHTS N 5ECTION IV SHA WNEE MA GlS TERIAL DJS TRI C T -" FREDERICK COUNTY, VIRGINIA DOUGLAS C. CEGGI DATE: 18 NOVEMBER 1997 1 COVER SHEET SHEET 1 OF 2 No. 001197 MARSH & LE GGE BLA251 CH V��0� Land Surveyors, P.L.C.sup \ 139 North Cameron Street Winchester, Virginia 22601 ,_/ (540) 667-0468 Fax (540) 667-0469 s�� = ArtA 0 VA IRF I Z 2S' c &,252-....., P.I.N. 551-1-4-252 0',13,U25 5Q. FT. (ADJUSTED AREA) Co 120M Sa FT. (ORIGINAL AREA) -k./l l% lI IC A rl fl^%n AtA^hI a nil Ln I ul I`Y --_ All �\g� 01 L' 253�P r NG EXISTI9/ DWELLING �. •rnirr,. r,� �' I vlrCv. yl'n USE: RES. $ I FLOT 251 �s,e ,,'.^�►��` ;°' P.I.N.551-1-4-251 15,510 5a FT. ADJUSTED AREA / 15,547 5a FT. (ORIGINAL AREA) > PORTION OF LOT L HEREBY VACATED / IRF R. 50.00' L = 45.44' IRS R = 50.00' L = 45.76 20°20'53" E 15:Q0' o+'s ZC9R. 25.00' L=21.03' �� i I «U %RF NOTES 1. NO TITLE REPORT FURNISHED. 2. EASEMENTS MAY EXIST THAT ARE NOT SHOWN ON THIS PLAT. 3. A 10' UTILITY & DRAINAGE EASEMENT IS RESERVED ON EACH LOT ADJACENT TO ALL LOT LINES. J S I ')A 8 l.IJ I -'r C) C, v LEGEND IRF - IRON ROD FOUND IRS - IRON ROD SET BRL - BUILDING RESTRICTION LINE MINIMUM 5ETDACK REQUIREMENTS FRONT = 35' REAR = 25' SIDE = 10' PLAT SHOW/NG BOUNDARY LINE ADJUSTMENT NLTHop Between LOT 251 And LOT 252 CAKLI5LE HEIGHTS A - SECTION IV 4 SHAWNEE MAGISTERIAL DISTRICT �� FREDERICK COUNTY, VIRGINIA D GLAS C. E E DATE: 18 NOVEMBER 1997 1 SCALE: 1"=40' SHEET 2 OF 2 No.001197 MARS & REGGAE BLA251CH �H[ y O� Land Surveyors, P.L.C. �D SURN139 North Cameron Street Winchester, Virginia 22601 (540) 667-M Fax. (540) 667-N69 Iiq�EY 65 RO,gO 65 AgRA�s 659 cRFF� 65 �pq O S/ %F A a 2 o g 0 MINTY MAP SCALE- 1 '-2, 000' PLA T SHOWING TEMPORARY TURNAROUND EASEMENT ON LOT U4 SEC77OV N AND LOT 181 SEC77ON IV CARLISLE HEIGHTS DEED BOOK 762 PAGE 1578 SHAWNEE DRIS7R/CT FREDERICK COUNTY, VIRGINIA SCALE 1 =25' OCTOBER 18, 1995 NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAT IS LOCATED ON TAX ASSESSMENT MAP NO. 551-1-3 PARCEL 134 AND 551-1-4 PARCEL 181 AND ARE ZONED RP. 2. OWNER.• C. C. LONGERBEAM, INC. DEED BOOK 762 PAGE 1578 3. THE TEMPA?ARY 7URNAROUND EASEMENT WILL BECOME NULL AND VOID AT THE TIME WHEN THE R7NAL CONS7RUC7701V OF WVOIDROW ROAD IS COMPLETED. lo "Rillp 0 4 ,v v FREDERICK i APPROVED BY: ADMINIS7RA TOR WRGINIA DEPARTMENT OF 7RANSPORTA 770N ARCHITECTS ENGINEERS PLANNERS SURVEYORS 3078 SHAWNEE DRIVE P.Q. BOX 2033 WINCHESTER, VIRGINIA 22601 (703)667-1103 W.O. A' 95416 SHEET 1 OF 3 43045 JOHN MOSBY HIGHWAY P.O. BOX 220626 CHANTILLY, VIRGINIA 22022 (703)327-2355 org DA 7E /O 3/ 9S DA7E CHA17LES E. WALL$, WRQ1N1.1a,0ERRRC44F-N0. 1945 DATE SIGN® 7M5 SURWY 15 Nor vAUDUN m SIQVED. DATED AAV STAMPED W N AN EMBOSSED SEAL Cow OWNER'S CONSENT THE PLA 7WIVG OF 7HE TEMPORARY TURNAROUND EASEMENT AS SHOWN HEREON, IS MADE WITH THE FULL DESIRE AND CONSENT OF THE UNDERS/GNED OWNER. STATE OIL CIX/N7Y OF Frcrl r L c k , ro—wr. / Tam S. C�a(lf\ r���1CatY1 A NOTARY PUBLIC /N AND F2A? 7HE COUNTY AND STALE AFt aMQ, DO HEREBY QE7P FY 7HAT f tlP - 1 WHOSE NAMES ARE SYGVED 7D 7HE FagEiLY.Y/VG MR/77NO DRIED 1� 12 7 �� 5 HAVE PER Bf ALLY APPEARED Tow ME, /N MY c oUNTY AFaiEwu AND AQKNOI f— LEDGiED 7HE SAME Gl ikVLLER MY H D 7H/S V hf A4 Y Ar 0--' ALb r_ r NOTARY PUBLIC MY CANAI/S9aV 00RES M a? I was commissioned as Taml C. Estes ARCHITECTS ENGINEERS PLANNERS SURVEYORS 3078 SHAWNEE DRIVE P.O. BOX 2033 WINCHESTER, VIRGINIA 22601 (703)667-1103 43045 JOHN MOSBY HIGHWAY P.O. BOX 220626 CHANTILLY, VIRGINIA 22022 (703)327-2355 DATE OC70BER 1$ 1995 W.O. / 95416 SHEET 2 OF 3 CHARLES E. WALLS A'. -a WRGIN/Ar,CEATE NO. 1945 DATE SIGNED He SWWY /S NOT ✓Aw, UVLFSS ssom VA16D AM STAMPED MID/ W afi?a ED SEAL 50' I GRA WL 7URNARG I i �I i l 1 SANITARY MANHOLE - ------ , , , , , a , , Q , ; z ; , , Q , , , , , , , ' , , I I O I i 03 GRAPHIC SCALE AREA 25 0 25 50 1 inch = 25 ft. LOT 181 SEC77ON /V 55. 00, S 43Mt 76"W ARCHITECTS ENGINEERS Dmll PLANNERS & AS50C1ATTES SURVEYORS 3078 SHAWNEE DRIVE 43045 JOHN MOSBY HIGHWAY P.O. BOX 2033 P.O. BOX 220626 WINCHESTER, VIRGINIA 22601 CHANTILLY, VIRGINIA 22022 (703)667-1103 (703)327-2355 LOT 134 SEC77ON /// 13Q LOT 133 SEC770N /// DATE.• OC70BER 18, 1995 W.O. 195416 SHEET 3OF3 4! -44 CHAM E. WALLS K-'L. wRpNlA CER7)FICA 7E, No. DO 45 DA7F SIGNED.; r THIS S w&vy IS NOT mm-hIV m 57QNEn OA7ED AM STAAIPID WN AN EIMBOSSM SEAL FINAL -PLRT LOT CONSOLIDATION LOTS 90 & 91 SECTION It CRRLISLE HEIGHTS SHNNEE 0I STR I CT FREDERICK COUNTY, VIRGINip TAX MAP # 55-I-1-2- 90 a 91 ZONE RP USE VACANT � LMt�nf INe site '� ♦♦ �O : ♦ ♦ ° Lloyds Rodd N, 4 VICINITY MAP Y' 660, SURVEYOR'S CERTIFICATE I David M. Furstenau, a duly authorized land surveyor, do hereby certify that Lots 90 & 91 Section 2 Carlisle Heights of this Lot Consolidation plat is the name of Jim Nichols Construction Company and is all the. land conveyed to them by Deed dated June 14, i998 and recorded among the land records of the A1erk� ofjfa Circuit Court of Frederick County, Virginia in Deed EooA /8g0l�at`priga 1649. David M. Furstenau, L.S. OWNERS' CERTIFICATE The above and foregoing Lot Consolidation of Lots 90 & 91'Section 2 Carlisle Heights is in accordance with the desires and with the free consent of the undersigned owners, proprietors, and trustees if any. - Ji $tate of Virginia -44y-/County of r �Q-r; To -Wit: I,10, a tary public in and for the state of Virginia an k# /Country do her by certify that this day personally appeared before me, mnit," D� , _ and -- whose names are signed to the above owners' certificate dated July 15, 1996 and acknowled ad he s amen my 444y/C0unty as aforesai My commission expire APPROVED FREDERICK COUNTY kSUIBIDIVI ION ADMINISTRATOR FURSTENAU SURVEYING III 80U7N LOUdOUN STREET. _WINCHESsER_V_IRaRNAA ' »40) 889-9393 bAt&: JULY 15, 1996 60AL!1 ow". It, I OF 2 ;p,YT 0 0 DAVID W RJRSTENAU NO. 1455 e1Ge for -Assoc 7Bos , 63 Rp RES/DE �(0) �0'b% Zy0 LOT 91 / 27,944 SQ, FT. h Q� Q 3t N` c W O oN CD , Z - W V O J W m WO Z all (n F C --j � 3S' BRL DRAINAGE ESM'T . 00 D6.716 P. 309 A=134.23' FINAL PLAT LOT CONSOLIDATION LOTS 90 & 91 SECTION II CRRLISLE HEIGHTS SHAWNEE DISTRICT FREDERICK COUNTY, VIRGINIA LLOYDS ROAD (50' R /W) 0 g m FURSTENAU SURVEYING � 2 01 Q o �3 DATE: JULY 15, 1996 SCALE: I" = 40' oww. sr: 2OF2 COMMONWEALTH V EALT H ®f VIRGINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY COMMISSIONER 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG, VA 22824-0278 January 15, 1999 Mr. Jerry King C/O King's Plumbing & Heating 29078 Old Valley Pike Strasburg, VA 22657 Dear Mr. Ding: JERRYA. COPP RESIDENT ENGINEER TELE(540)984-5600 FAX (540) 984-5607 Ref: Carlisle Heights Subdivision Route 1380 Frederick County Enclosed is a copy of the VDOT Standard Paved Ditch Detail. I have highlighted Type "E" to indicate what should be installed on Charlton Road from approximate Station 9+50 to 11 +00 on the southeast side of the roadway. Also, Type "E" paved ditch should be installed at the end of May Circle and partially down the drainage easement for approximately 100'. Once the paved ditches are installed, we will schedule a reinspection to final this section of Carlisle Heights. Should you need to meet on -site to discuss installation locations, please do not hesitate to call. SAM/rf Enclosure xc: Mr. Dave Heironimus Mr. Bob Hawkins Mr. Dave Holliday Mr. Kris Tiernev Mr. Eric Lawrence Sincerely, Steven A. Melnikoff;/ Transportation Engineer sv � WE KEEP VIRGINIA MOVING OUTSIDE ROAD DITCHES MEDIAN DITCH TYPE D SO. YDS. D= DEPTH Wt W2 SURFACE AREA FHO+'VT 1 5�0pE / PER. LIN. FT. OR DITCH S` pE 9" 6�G� 6' f DES. 4 3i MP{ 8" 2'-9" 2'-g' 0.6 11 T TYPELDSLOPE FRONT BACK SLOPE W' W2 K SO. YDS. RFACE AREA/ LFAI6:I 4:1 3-O 2-I 48 0.565 6:1 4:I 4'- 1 2'-9' 104 0.759 A26:1 3:1 3'-0 7 42 0.509 6: 1 3: 1 4-1 2-1 — 92 0.685 A3 6 6:1 3-0 1-2 38 0.463 8 6:1 4-I I76' 82 0.620 81 6" 4 : 1 2 - 1' 2'-1" 38 0.463 8 4 1 N�I 2-9 2-9 82 0.611 82 8 4 1 2-9 2-1 72 0.537 10` 4 1 3-5" 2'-8 130 0.676 83 8" 4 . 1 2-9" 1'-6" 60 0.472 10" 4 1 2: 1 3'-5" 1'-10" III 0.563 84 8" 4 1 11/2: 1 2' 9" 1-2- 55 10" 14 1 11/2:1 3'-5" 1'-6" 101 0.546 8 3 : I 2: I 2- I' I -6' 50 0.398 C1 to' 3 I 2: 1 1 2'-8" I'-10" 92 0.500 C2 10 3 1 II/ ' 1 2'-8" 1'-6" 80 0.463 to" 3 1 1:1 2'-8 I 2 70 0.426 K • 82 DITCH AT TOE OF FILL OR TOP OF CUT TYPE E 12 2'- 3" 2'-3" 0.500 R K= 115 PLAN FOR TRANSITION OF PAVED MEDIAN DITCH TO MEDIAN DROP INLET GUTTER E DC e C ALTERNATE METHOD , _ t-3(W,tw2) -- OF FORMING DITCHES SECTION E-E SECTION D-D t. W,i _ C`Ot!;II2 jcuoN JOIN'" "" I MEDIAN �OPTIONA WVER7 DROP INVERT (FLAT BOTTOM) MEDIAN DROP INLET GUTTER Curtain wall to be located at I" RADIUS 2 PAY LINE INLET beginning on end of all channels and on the lower end of each -APPROACH PAVED ------, expansion Joint. MEDIAN DITCH _ �C E D B Slope S NOTE All ditches may be constructed with vertical sides at the option of NOTES: For sections C-C and B-8 see Standards 0I-7A and DI-7B. +_ the contractor. Transitional portion of paved ditch to be paid for at the some �6 price bid per sq, yd. for approach paved median ditch. St'd. PG-2A ditches to be Class A3 Concrete. CURTAIN WALL SPECIFICATION REFERENCE STANDARD PAVED DITCHES VIRGINIA DEPARTMENT 502 of TRANSPORTATION 109.01 Carlisle Heights - Lots 13, 14 and 180 Subject: Carlisle Heights - Lots 13,14 and 180 Date: Wed, 27 Apr 2005 08:40:39 -0400 From: "Sweitzer, Barry" <Barry.Sweitzer@VDOT.Virginia.gov> To: "'jclewis@painterlewis.com"' <jclewis@painterlewis.com> CC: "Mark Cheran (E-mail)" <mcheran@co.frederick.va.us>, "Hawkins, Robert" <Robert.Hawkins@VDOT.Virginia.gov>, "Hawkins, Dwight" <Dwight.Hawkins@VDOT.Virginia.gov> << ... OLE_Obj... >> << ... OLE_Obj... >> DEPARTMENT OF TRANSPORTATION 14031 Old Valley Pike Edinburg, Virginia 22824 Ref: Carlisle Heights, Lots 13, 14 & 180 Drainage Improvements Route 1380, Woodrow Road Frederick County This is to acknowledge receipt of your revised plans dated March 9, 2005 for the referenced project. The plans appear satisfactory and are approved. Please advise the developer accordingly. Please provide six (6) sets of approved construction plans with signed seal for VDOT distribution. Please show Woodrow Road as Route 1380 and display a north direction arrow. I offer the following comments: • A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. • Materials used and method of construction shall apply to current observed VDOT Road & Bridge Specifications applicable during construction of this development. • Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. • Attached is a copy of the minimum requirements and information needed prior to acceptance of subdivision streets into the Secondary System. This is the responsibility of the developer. • All drainage is to be carried within the right-of-way in ditch lines or gutters along the street to a pipe or drainage easement. • The contractor shall notify VDOT when work is to begin or cease for any 1 of 2 5/25/2005 7:58 AM Carlisle Heights - Lots 13, 14 and 180 undetermined length of time. VDOT will also require 48 hours notice for inspections. • The appropriate land use permits shall be obtained before any work is performed on the State's right-of-way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. • If mailboxes are to be placed along the roadway fronting lots, a minimum of 4' shall be between the edge of pavement and the front of mailbox as shown on the attached sketches and VDOT Standard RFD-1. • Private entrances will be installed in accordance with VDOT Standard PE-1. This is the developer's responsibility. • Any entrances constructed from the referenced street(s) shall meet VDOT minimum standards. This is the developer's responsibility. • I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type 21-6 Stone. This will greatly reduce the possibility of any pavement settlement. • A copy of any/all recorded plats of dedication for drainage easements or additional right-of-way required for implementation of this proposed project should be provided to VDOT prior to issuance of any land use permit. Dedication should be made to the Commonwealth of Virginia. Should you need additional information, do not hesitate to call. <<D00012.tif>> Barry J. Sweitzer Transportation Roadway Engineer VDOT — Edinburg Residency Land Development Phone #540-984-5631 Fax 4540-984-5607 Name: D00012.tif .. D00012.tif Type: TIFF Image (image/tiff) Encoding: base64 2 of 2 5/25/2005 7:58 AM a„ lU� ' ace/wla 3333-;t 9/21/87 40 .f F L.� . ,0 f r . a ftffffft***tf fftffffft#f##*#tf f 7.104 DOROTHY L. CP►RLISLE TOt DEED CHARLES C. LONGERBEM, ET UX ss#ssfsfsst#t####s#tf:####f#s# cw,659rG387 THIS DElD made and dated this _,L day of _. 1967, by and between Dorothy L. ;arlisle. also known as Dorothy M. Cdjjimjls unmarried, party of the first part, acid Charles C. Lonaerbaam and Blaine 1. jopaerbean. his wife. parties of the w second part. N I T M B S S B T H: TRAT tot and in consideration of the sum of Ten Dollars` (f10.00) and other good and valuable consideration. the receipt of all of which is hereby acknowledged, the party of the first pact does hereby grant. bargain. sell and convey with general warranty of title, unto the parties of the second part. jointly Q\ as tenants -by the entirsties, in- fee simple. with common law tight of sutvivorship. it being intended that the part of the one dying should than belong to •..a other. his at her heirs or assigns. all that Certain tract or parcel of land, lying acid being situate in Shawnee Magisterial District. Frederick County. Vieviala, being more particularly described on that certain plat and survey dated August 17. 1982. prepare by Ken M. Stiakson. Certified Land surveyor. a copy of which is attached hereto to be lead as a part bereofo as follower All'that certain treat at parcel of land containing 169.27 acres of land, more or less. situate in Shawnee Magisterial Dis- ttiot, Frederick County. Virginia, on Virginia Secondary Route Was. tSi and sS9. being further identified as the property described in that certain deed made and dated the 23rd day of August. 1233. by and between Lillie Mae Cole. A/K/A Mae Carlisle Colo. Widow* et al. and Woodrow W. Carlisle and Dorothy N. Carlisle, his wife. recorded is the Cletk•s Office of the Circuit Court of Frederick County. Virginia. in Deed Book Sss. at Page 7161 and all that certain tract or parcel of land containing one (1) acre of land. more or loss. situate in Shawnee Nagle- torial District, Frederick County. virgiaia. sa the Mill toad. pear Greenwood. being further identified as the property described r "4 ' •tftltftttte*sue*it*ttttt*t�tt3t*st:*tee #2633 • FREDERICK CO. SANITATION AUTHORITY VS: • :: :: CERTIFICATE • WILLIAM I. CARLISLE HEIRS yN :r 4 W2 605 NO. 9 $ 1,265.00 CERTIFICATE fs. This is to certify that 41,265.00 is estimated b the FREDERICK ` TY 8A1MTION AbTHORM. a Virginia corporation organized and existing under the provisions of the Virginia Water and Sever M� Authorities Act 0 15.1-1239, at seq.. Code of Virginia, 1950, as amended). to be the value of the land and easements hereinafter ,,fdesoribsd, or interests therein, and the damages. if any, to any t�sr property beyoa the peculiar benefits, if any, to such property, oMMd it► whole or iA part by the Heirs and Devisees of William I. �..� xkf,t Carlisle (also sometimes kgown as William Carlisle, William.C. Carlyle t ''..=d`William L. Carlisle), Deceased, which the said YMEPICK COUNTY SAMUTION AtT MITY has directed to be taken and acquired'in �„'A,00anectioo with the construction, operation and maintenance of an Advai►esd Wasttiwatsr Treatment Plant necessary for the proper treatment domestic and industrial sewage discharged from areas adjacent and Ust'and North of the City of Winchester. Virginia. together appurtenant permanent easements for installing, laying. maintain- r vepairing and replacing a sanitary sewer force main and appurten- ?t�rk?`faacsr. which sum -has been paid to* the Clerk of this Court pursuant 1Z S .`sa 1.1Z0,Cod• of Virginia (1950) as amended to be there held}for distribution to those entitled thereto as provided by law. 7lue.land,,or interest therein, takes lies in Shawnee Magisterial `*''District, Frederick County-. Virginia. and is described as follows: i A fee simple interest in and to that certain tract t containing 1.0693.Acres. being more particularly described on Plat of Gilbert W. Clifford A Associates. Inc.. marked AR-110-0. dated June. 1976. attached hereto and incorporated herein in full by this reference. Permanent sever easements 10 feet in width and 205 feet. more or leas: and 515 feat. more or lass, in length, together with adjacent temporary construction easements 5 feet in width an both sides of said permanent basement, all being as shown 65 • SC'� 4.62 •Fa GOG 7 on plot of Gilbert W. Clifford & Associates. Inc. marked G8-114 attached hereto and incorporated herein in full b� this reference. -The 10 foot vide permanent easements for sever herein acquired grants to the Frederick County : Sanitation Authority the perpetual right to install. lay and maintain a sanitary sever main, including the right to go on. over and upon the said permanent easements for the purpose of installing. laying, maintaining, ;,°.a • repairing sad replacing the same as needed. and the said hr' ary construction easements rant to the Frederick g Sanitation Authority the to FE right enter upon them `construction, extent necessary for and during the original ;> installation and laying of the said sanitary seer main, said temporary easements to expire upon completion of construction of the said main. Landowners shall retain the tight to use their land which is subject 'r» to the easements acquired horein in an manner which shall not interfere with the use and enjoyment of said by Frederick County Sanitation Authority. rights Land- owners shall at all time have the right to crone over and upon -the said easements and to use the surface over the rw,yx easements in such manner as will neither injure nor interfere with the construction, operation or maintenance r of the sanitary seer main, except that no building or other structure shall be erected over said 10 foot vide permanent easements unless by mutual consent of. the parties or their successors. Whenever the enjoyment of its rights hereunder requires Frederick County Sanitation Authority t r to disturb the surface of the ground,.it shall be the obligation of, Frederick County Sanitation Authority to } restore the same to its condition prior to being so Fyx�¢ r disturbed at the expense of the Frederick County Sanitation $,x U Authority. Dated at Winchester, Virginia: -,August 19, 1976 FREDWCX COUM SANITATION AUMORM By . OIIes , Engineer -Director r. This day W. S. Jones personally appeared before me, the underai d, a notary Public in and for the County of Frederick, State o Virginia. in my County aforesaid. and bein& first duly sworn; says that be is Engineer -Director and Authorised Agent of Frederick County Sanitation Authority and is duly authorized to exuNto the foregoing Certificate on behalf of Frederick Canty ti Sanitation Authority and, in such capacity, acknowledges his y signature' hereto. Given under s4 hand.this 19th day of August, 1976. ley commission expires "Tune 5, 19/79 A 'A E f 1 Notbrr Public September 5, 2000 Mr. Wellington H. Jones Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 Dear Mr. Jones, Post Office Box 2241 Winchester, Virginia 22604 In a letter to you dated July 17, 2000, I outlined several concerns of the Carlisle Heights Homeowners Association regarding the installation of a sewer line connecting Carlisle Heights and Briarwood Estates. This work is being done at the intersection of Woodrow Road and Dot's Way in Carlisle Heights. As of todays date, it appears that the work within Carlisle Heights is completed and all of the remaining work is being done within Briarwood Estates. I am requesting that the Frederick County Sanitation Authority follow-up and see that this land that was affected during the construction process be restored to its prior condition. This includes the grading of land, seeding to restore the grass and removal of the drainage pipe and rock in the drainage area along side of the road. The Carlisle Heights Homeowners Association Board of Directors would appreciate this work being completed as soon as possible to improve the appearance of this area and to keep cars and trucks from driving into this area which is occurring on a regular basis. I appreciate your help and assistance in this matter and look forward to this work being completed in the very near future. Sincerely, Keith H. Johnson President Board of Directors cc: Frederick County Department of Planning & Development Dave Holiday Construction SEP4 ::l►) COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG, VA 22824-0278 August 30, 1999 Mr. Mike Ruddy County of Frederick Dept. of Planning & Development 107 North Kent Street Winchester, VA 22601-5000 Dear Mr. Ruddy: JERRY A. COPP RESIDENT ENGINEER TELE (540) 984-5600 FAX (540) 984-5607 ef: Carli Is_e Hei_ ghts Subdivision Section IV Route 1380 Frederick County The addition package for the streets listed in the Board's resolution dated 07/14/99 for the referenced development has been forwarded to our Central Office in Richmond for processing. The Commissioner's Office will notify the Board when the addition has been approved. In the meantime if you have any questions, please let me know. DAH/rf xc: Mr. Dave Holliday Sincerely, Dave A. Heironimus Hwy. Permits & Subd. Specialist Sr. AUG 2 7 1999 DEPT, OF PLANNING/DEVELOPMENT WE KEEP VIRGINIA MOVING COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY COMMISSIONER 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG, VA 2282"278 May 13, 1999 Dave Holliday Dave Holliday Construction, Inc. P. O. Box 2715 Winchester, VA 22604 Dear Mr. Holliday: Ref: Carlisle Heights Section IV Route 656 Frederick County JERRYA. COPP RESIDENT ENGINEER TELE (540) 98456M FAX (540)9045607 On May 7, 1999, VDOT performed a walk through inspection at the referenced development. The following items found will need to be addressed prior to acceptance of this development into the secondary system. Charlton Road: • Stone needed on shoulders at end of Charlton Road at cul-de-sac. • Install Rip Rap at culvert outlet right station 13 + 00. Blanche Circle: • Install EC-1 at inlet of 15" A.C.C.M.P. across Blanche Circle at intersection to Charlton Road. Rebecca Drive: • Apply stone on shoulders. • Install stop sign. Woodrow Road: • Install Type III barricade at end of roadway. Please advise when all items have been addressed for a follow-up inspection and pursuant to that we can begin the addition process. Sincerely, Dave A. Heironimus Highway Permit and Subdivision Specialist, Sr. /ep pc: Mr. Steve Melnikoff, Mr. Jerry King, Mr. Kris Tierney, Mr. Eric Lawrence, Mr. Bob Hawkins WE KEEP VIRGINIA MOVING RECEIVED MAY 14 1999 DEPT, OF PLANNING/DEVELOPMENT COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY COMMISSIONER 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG, VA 22824-0278 June 23,1998 Mr. Ronald A. Mislowsky, P.E., V.P. G. W. Clifford & Associates, Inc. 200 North Cameron Street Winchester, VA 22601 Dear Ron: JERRY A. COPP RESIDENT ENGINEER TELE (540) 984-5600 FAX (540) 984-%07 Ref: Carlisle Estates Rebecca Drive Frederick County We have reviewed your request to reduce the pavement width from 22' to 20' on the referenced roadway. Based on present access limitations and future traffic splits, we are in agreement that this pavement width may be reduced to 20'. We also agree all other aspects of the approved road section remain applicable. Should you have any questions, please call. SAM/ rf xc: Mr. R. D. Hawkins Mr. D. A. Heironimus Mr. D a r. Kris Tierney Sincerely, Steven A. Melniko f Transportation Engineer i �.v WE KEEP VIRGINIA MOVING gilbert, *v. Clifford & associate., inc INCORPORATED 1972 Engineers — Surveyors — Land Planners — Water Quality 17 June 1998 Mr. Steve Melnikoff Virginia Department of Transportation P.O. BOX 278 Edinburg, Virginia 22824 RE: Carlisle Estates Rebecca Drive Dear Steve, Baird orDireetow. President: Thomas J. o-Toole, P.E. Vice Presidents: Charles E. Maddox, Jr., P.E. Ead R Sutherland, P.E. Rnoald A Mislow*y, P.E. David J. Saunders, P.E. Directors: P. Duane Brown, LS. William L Wri* Michael A Hammer Thomas W. Price I understand that Rebecca Drive has been approved as a 22 ft. wide paved roadway. As only 33 lots front on this road, we request that the width of pavement be reduced to 20 ft. All other aspects of the approved road section would remain applicable. Please let me know if you have any questions. Regards, gilbert w. Clifford & associates, inc. na1 ws , P.E., Vice resident cc: Dave Holliday cAmsoffceljuneutrslcarlisl 200 North Cameron Street, Winchester, Virginia 22601 540) 667-2139 Fax (540) 665-0493 e-mail gwcliff@mminc.com Member American Consulting Engineers Council CARLISLE 88IGRTS ROMEONWERS ASSOCIATION, INC. P.O. BOX 2241 WINCHESTER, VIRGINIA 22604 September 25, 1996 Ron Strosnider Apple Manor Properties 103 W. Piccadilly Street Winchester,.Virginia 22601 Dear Ron, It has'come to the attention of the Carlisle Heights Board of Directors that the Multiple Listing form being utilized for the houses you are offering for sale in Section IV within Carlisle Heights appears to be incorrect, You have designated Section IV as "The Woods at Carlisle" and are showing this to be the legal description of these lots. This is shown in the highlighted area on the attached Multiple Listing form for Lot 184 in Section IV. As per the Carlisle Heights Deed of Dedication dated the 19th day of June, 1989, and the Frederick County Department of Planning & Development, the legal description should be Section IV, Carlisle Heights. We ask that you please correct this on all of the Multiple Listing forms and on all documents pertaining to this section of Carlisle Heights. With winter fast approaching, snow removal within Section IV will soon be needed for the roadways. As per the Frederick County Department of Planning & Development, the developer of Section IV will be responsible for the clearing of snow from the roadways in Section IV until such time that those roads are turned over to the Virginia Department of Transportation. In reference to the Homeowners Association dues for the first eleven lots that have been developed in Section IV, we will begin assessing these lots with the 1997 calendar year. Our dues are currently $ 50.00 per lot owned and payment notices will be mailed out on March 1, 1997 for that year. Ce.J 0.4 ,.r s a -r Page 2. If you have any questions, please contact the Homeowners Association at the address above or contact me at 662-9891. KHJ/ cc: Evan Wyatt, Frederick Co. Planning Russell, Glen E. & Judy S. Russell, Glen W. Russell, Larry A. Sincerely, W, Keith H. Johnson President Board of Directors 7 Blue Ridge MLS RESIDENTIAL 08/10/96 11:01 AM ML# 48597 Status A Type SINGLE L/Office tNR01' L/Price $ 10450( Address 304/ /WOODROW RD. Map/Grid 21CO5 Subarea WOODS AT CARLISLE Zip 22602 Zoning RES Area# 2 Tax ID 55 I L 4 184 Cnty FRED Legal LOT 184 SECT.IV THE WOODS AT CARLISLE ------------------------------- PUBLIC SCHOOLS -------- Elementary SRE Middle FCM Jr High NA Sr High JWH ---------------------------- GENERAL INFORMATION ------------------------ MainSF/UpperSF 1176/ 0 Year Built 1996/ #Bedrooms 3 Style/Total SF SFOYER / 1176 Garage/Desc 1/GAR-ATT #Bathrooms 2.0 Founda/Fin SF BSMNT / Flooring VINYL /W-WCARP #Rooms 5 Exterior BRICK /VINYL Roof Desc SHINGLE/ #Levels 1.0 Lot Desc WOODED / Lot Size 11,050 SQ.FT. #Acres .00 Dir: Rem: WOODED LOT IN NEW SUBDIVISION. GAS HEAT AND CENTRAL AIR. UNFINISHED BASEMENT. FULL BATH AND WALK-IN CLOSET IN MASTER BEDROOM. AGENT/OWNER RELATED. TAXES TO BE DETERMINED. APPROXIMATE ROOM SIZES AND DESCRIPTIONS Living Room 13X15/ /M Mstr Bedrm 12X13/BATH /M -- BATH'S -- FB/HB Dining Room 12X10/AREA /M 2nd Bedrm 12X9 / /M Upper Level 0 / 0 Family Room OXO / 3rd Bedrm 9X11 / /M Main Level 2 ! 0 Kitchen llX12/ /M 4th Bedrm OXO / / Lower Level 0 / 0 Other Room / / Other Room / / Total Baths 2 / 0 ----------------------------- ADDITIONAL FEATURES ----------.---__--------.-----__ Oven/Range N/ Int Feat. / HOA Y Fee/Yr $ 50 Refrg N Disp Y Microwave Ext Feat / HOA Include Dishw N Comp Wood Stove Other Appl / Pool Fenced Cable Avail Y Sat Dish #Fireplace/Type / Flue Handicap ---------------------- UTILITIES AND ENERGY INFORMATION Heating/Fuel FORCED /GAS Water PUBLIC / Energy Feat Cooling/Fuel CENTRAL/ELEC Sewer PUBLIC / Insul: ---------------------------- FINANCIAL INFORMATION ---------•-------------------- Taxes/TaxYear $ 0/1996 Assumable / Owner / **(c) INFORMATION HEREIN DEEMED RELIABLE BUT NOT GUARANTEED** 1. COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE' WILLIAM H. BUSHMAN, P.E. COMMISSIONER P.O. BOX 278 RESIDENT ENGINEER EDINBURG, VA 22824-0278 TELE (540) 984-5600 FAX (540) 984.5607 June 24, 1996 Mr. P. Duane Brown, C.L.S. C/O G. W. Clifford & Associates, Inc. 200 North Cameron Street Winchester, VA 22601 Dear Duane: Ref: Carlisle Heights Subdivision Section IV Route 1380 Frederick County We have received your revised site plan dated May 21, 1996 for the referenced project. It appears all of our earlier comments have been addressed. However, several issues which we discussed with Mr. Chuck Maddox last Thursday, June 20 still remain. They are as follows: 1. The fill slope at the end of Rebecca Drive will need to be re -added to the street profile. We suggest a grading easement be obtained on the adjacent property in order to flatten the slope. If not, guardrail may be required at this location. 2. It appears Culvert #15 at approximate Station 0+20, Rebecca Drive, has been shifted closer to Woodrow Road and lengthened since our initial review. As designed a ditch in the fill slope will be needed across the front of Lots 219 and 220 to maintain drainage within the street right-of-way. The existing defined drainage swale through this area is across these lots. A significant side ditch will be needed to maintain positive drainage from along the east side of Rebecca Drive to the cross pipe inlet at the intersection. It appears a possible solution to this problem would be to shift the existing or add an additional cross pipe under Rebecca Drive at the appropriate location and provide easements across the lots to accommodate drainage. Additionally, we have some questions regarding the size of your proposed private entrance culvert for Lots 220 and 182 at this location. Mr. Maddox indicated he would look at this situation in the field. 3. Due to added impacts from proposed projects adjacent to this development, the pavement design will need to be changed/modified slightly from the original approved design. The following modifications will be required: WE KEEP VIRGINIA MOVING Woodrow Road From: End of State Maintenance / To: Station 34+49 (end of pavement) 8" Aggregate Base Material Type 21-B 3.5" Asphalt Concrete Type BM-2 1.5" Asphalt Concrete Type SM-2A (This section is consistent with previously constructed portions of Woodrow Road.) Charlton Road From: Woodrow Road (Station 0+11) / To: Station 15+00 8" Aggregate Base Material Type 21-B 3.5" Asphalt Concrete Type BM-2 1.5" Asphalt Concrete Type SM-2A *From: Station 15+00 / To: Through the Cul-de-sac;:, 8" Aggr. Base Material Type 21-B 2" Asphalt Concrete Type SM-2A JUN i996 Rebecca Drive-- RECEIVED_ *From: Woodrow Road / To: Station 13+65 (end of pavement) DEPT. of PWNING M_Q DEVELOt'ME L 8" Aggregate Base Material Type 21-B 2" Asphalt Concrete Type SM-2A r � � Q&V * Requires Prime Application The pavement design chart and schedule will need to be revised to reflect the above. Additionally, due to the anticipated traffic volume increase on Charlton Road the cut and fill shoulder widths will need to be increased to 6' and 8' respectively. Once the above issues have been addressed and plans revised, we will need four sets for our files and inspection purposes. If you have any questions or would like to discuss any of the above, please give me a call. Sincerely, William H. Bushman Trans. Resident Engineer ,a. c4-44.._. Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor RBC/ rf xc: Mr. S. A. Melnikoff Mr. D. E. Lee Mr. Kris Tiemey Mr. Dave Holliday Mr. Jerry King WA COMMONWEALTH of VIRGINIA ,5'P DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE WILLIAM H. BUSHMAN, P.E. COMMISSIONER P.O. BOX 278 RESIDENT ENGINEER EDINBURG, VA 22824-0278 TELE (540) 984-5600 FAX (540) 984-5607 May 3, 1996 Mr. Jerry King C/O King's Plumbing & Heating 29078 Old Valley Pike Strasburg, VA 22657 Dear Jerry: Re Carlisle Heights Route 1380 Frederick County Enclosed is your approved Land Use Permit #855-03461 to cover the construction and maintenance of one street connection and sewer tap at the referenced location. Please ensure a copy of the approved permit assembly is kept at the job site whenever working within the Route 1380 right-of-way. I would also like to remind you of the need to erect and maintain proper traffic control in accordance with our Virginia Work Area Protection Manual. This permit is for the street connection and sewer tap only. We have not re -approved the site plan as of this date. Please give Mr. Steve Melnikoff a call at (540) 722-3460 at least 48 hours in advance of the start of construction to arrange for any necessary inspections. If you have any questions concerning the permit requirements or during construction, please give me a call. Sincerely, 4:214,6"e 06. Robert B. Childress Trans. Permits/Subd. Spec. Supv. RB C/rf Enclosure xc: Mr. S. A. Mehukoff Mr. W. C. Gochenour Frederick County Planning 0 40 TRANSPORTATION FOR THE 21 ST CENTURY k)Wrn f COMMONWEALTH Of VIRGI IA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE WILLIAM H. BUSHMAN, P.E. COMMISSIONER P.O. BOX 278 RESIDENT ENGINEER EDINBURG, VA 22824-0278 TELE (540) 984-5600 FAX (540) 984-5607 April22, 1996 Mr. P. Duane Brown, C.L.S. Ref Carlisle Heights Subdivision C/O G. W. Clifford & Associates, Inc. Section IV 200 North Cameron Street Winchester, VA 22601 Dear Duane: Route 1380 Frederick County We have reviewed the referenced project's plans and profiles prepared by Greenway, Inc. which were previously approved by this office in February, 1989. Our recommendations and comments may be found on the enclosed plans marked in red. We understand the project's subdivision plat has already been recorded. We therefore have not recommended any changes to the vertical or horizontal alignment which would necessitate changes to the plat. One suggestion is to change all culverts to R.C.P. If the developer elects not to use R.C.P. culverts, then the originally approved C.M.P. culverts will need to be asphalt coated. We also ask the enclosed copy of General Notes for Subdivision Plans be added. Since the plans original approval, several other projects adjacent to this development have been proposed which could have an impact on the original pavement design. We have made some preliminary mark-up to the pavement design. However we have forwarded a copy of the plan to our District Materials Engineer for his review. Additional comments concerning the pavement design may be forthcoming. Thank you for the opportunity to review these plans to ensure they meet our current standards and specifications. Once revised, we will need four sets for our files and inspection purposes. If you have any questions or would like to discuss any of the recommended changes, please give me a call. Sincerely, 6 Robert B. Childress C;, �J?APR 1996 Permits/Subd. Specialist Supervisor RECEIVED , RBC/rf ! DEPT. OF PLANNINQ AND DEYEIOPINEIy� Enclosures ��sl c,» xc: S. A. Melnikoff, D. E. Lee, R. W. Watkins, Dave Holliday, Jerry King /10[ 61 � TRANSPORTATION FOR THE 21 ST CENTURY COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P.O. BOX 278 EDINBURG, VA 22824-0278 March 29, 1996 Mr. W. Wayne Miller, Zoning Admin. County of Frederick 107 North Kent Street Winchester, VA 22604 Dear Wayne: 5/n WILLIAM H. BUSHMAN, P.E. RESIDENT ENGINEER TELE (540) 984-5600 FAX (540) 984-5607 Ref: Carlisle Heights Subdivision Section IV Route 656 Frederick County This is to follow-up on our recent telephone conversation concerning the referenced development. Since our approval of the project's original site plan in February, 1989, seven years ago, our construction standards and specifications have changed. We therefore would appreciate the opportunity to review a new site plan submittal of the project prior to construction to ensure compliance. Through copy of this letter to the owner, I am apprising him of our requirements. Sincerely, ' .vo v., 0, � W �' Robert B. Childress Trans. Permits at Subdivision Specialist Supervisor RBC/rf xc: Mr. S. A. Melnikoff Mr. Dave Holliday Mr. Charles E. Maddox, ]r. TRANSPORTATION FOR THE 21 ST CENTURY ( COMMONWEALTH of DEPARTMENT OF TRANSPORTATION P. O- BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER December 3, 1992 RESIDENT ENGINEER TELE (703) 984-4133 FAX (703) 984-9761 Mrs. Elaine Longerbeam Ref: Carlisle Heights Subdivision P. O. Box 528 Section III Berryville, VA 22611 Route 656 Frederick County Dear Mrs. Longerbeam: This is to follow-up on our phone conversation of December 2, 1992 concerning the private entrance to Lot No. 131 in the referenced development. As installed, the "entrance is unacceptable. Its surface does not slope away from the Woodrow Road pavement to provide positive drainage from the street. The drainage culvert has bends in it and does not appear to be draining properly. And lastly, our maximum grade requirement of 8 % from the backside of the shoulder has been greatly increased. These factors if left uncorrected would cause us future maintenance problems as well as create- a severe hazard for the traveling public. To correct the situation we suggest the existing culvert be removed and replaced with a 17xl3" pipe arch. The new pipe should be reset to allow for a minimum 6" of cover while also providing 1" per foot fall from the edge of Woodrow Road for 4'. To prevent erosion on the upgrade portion of the entrance, we also recommend a minimum 12' wide plant mix overlay with 2" of SM-2A Asphalt Concrete. Although these measures still will not meet our minimum private entrance standards, they will correct a potentially serious situation and will allow for the ultimate addition of Woodrow Road into the State's Secondary Road System. I have enclosed for your use a copy of our private entrance standard and driveway profile details which you may want to share with the lot developer. Should you have any questions or if I can be of further assistance, please let me know. Sincerely, W. H. Bushman, Trans. Resident Engr. By: R. B. Childress, Hwy. Permits & Subd. Spec. Sr. RBC/r Enclosures xc: Mr. D. O. Wilkins, Mr. R. W. Watkins TRANSPORTATION FOR THE 21 ST CENTURY t; J I'�> • COMMONWEALTH H of VIRGI IA • DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN RESIDENT ENGINEER COMMISSIONERRESIDENT (703) 984-4133 FAX (703) 984-9761 May 14, 1992 Mrs. Elaine Longerbeam Ref.- Carlisle Heights Subdivision P. O. Box 528 Route 656 Berryville, VA 22611 Frederick County Dear Mrs. Longerbeam: I enjoyed meeting with you and your son on May 12, 1992 to discuss addition requirements for the streets in Sections I & H of the referenced development. After our meeting I drove through the streets within Section III and found several lots on Helen Circle are starting to develop. With the elevations of the homes being constructed on Lots 165, 170, 171 and 172, the potential exists for problems to result when private entrances are installed. In order to avoid these problems please make sure these lot developers are furnished with a copy of our enclosed standard PE-1 specification. As always, should you or the individual lot developers have any questions please let us know. Sincerely, William H. Bushman Trans. Resident Engineer �d- J-A�� By: Robert B. Childress Hwy. Permits & Subd. Specialist Sr. RBC/rf Enclosures xc: Mr. D. W. Hawkins [E 0 W IE Mr. R. W. Watkins D MAY t} i992 1 COUNTY of FREDERICK Departments of Planning and Building 703/665-5650 March 27, 1989 Greenway Engineering & Surveying 1104 Baker Lane Winchester, VA 22601 Dear Austin: This letter is to confirm the Frederick County Planning Commission's action at their meeting of March 1, 1989: Approval of Final Subdivision Plat of Carlisle Heights, Sections II, III, IV, for 267 single-family lots, 123.9 acres zoned RP, and located at the intersection of Route 659 and 656 in the Shawnee Magisterial District. If you have any questions regarding your subdivision, please do not hesitate to call this office. Sincerely, Robert W. Watkins Planning Director RWW/ dkg 9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 a FINAL SUBDIVISION Carlisle Estates, Sections II, III, IV 123.9 acres Zoned RP (Residential Performance) LOCATION: At the intersection of Routes 659 and 656 MAGISTERIAL DISTRICT: Shawnee ADJACENT LAND USE AND ZONING: Agricultural, forest, and vacant land, and A-2 (Agricultural General) and RP (Residential Performance) zoning PROPOSED USE AND IMPROVEMENTS: 267 single-family lots REVIEW EVALUATIONS: Transportation Department - See attached letter dated 2/13/89. Sanitation Authority - Section II is OK; Section III is OK; Section IV - On Sheet 12, Lot 262, construction drawings show easement across corner of lot. Frederick County Fire Inspector - See attached letter. Greenwood Fire Company - No comment. Inspections Department - Shall comply to Use Group "R", Residential, Section 309.0 of the BOCA National Building Code 1987. Planning and Zoning - Single-family lots are a permitted use in the RP zone. Subdivision conforms to approved MDP. A report is enclosed addressing the question of the landfill location. STAFF RECOMMENDATIONS: Approval. COUNTY of FREDERICK Departments of Planning and Building M E M O R A N D U M 703/665-5650 TO: Inspections Department f ATTN: Mr. Kenneth L. Coffelt Frederick County Fire Inpsector , ATTN: Mr. Douglas A. Riracofe Greenwood Fire Company , ATTN: Mr. Walt Cunningham Planning and Zoning Department , ATTN: Mr. A. Bray Cockerill FROM: Robert W. Watkins, Director DATE: February 6, 1989 SUBJECT: Review Comments On: X Subdivision Conditional Use Permit Site Plan Preliminary Master Development Plan We are reviewing the enclosed request by Carlisle Hghts., Sec. II, III, IV - or their representative, H. Bruce Edens, Greenway Engineering (662-4185) w , Please review the attached information and return your comment February --------------------------------------------------------------------------------- THIS SPACE SHOULD BE USED FOR REVIEW COMMENTS: �SiTE /G.e f; Signature Date Ls`� 9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 zz4lzz -60 5w, COUNTY of FREDERICK Departments of Planning and Building M E M 0 R A N D U M 703/665-5650 TO: ATTN Frederick County Fire Inpsector , ATTN: Mr. Douglas A. Kiracofe Greenwood Fire Company , ATTN: Mr. Walt Cunningham Planning and Zoning Department , ATTN: Mr. A. Bray Cockerill FROM: Robert W. Watkins, Director DATE: February 6, 1989 SUBJECT: Review Comments On: Conditional Use Permit Site Plan X Subdivision Preliminary Master Development Plan We are reviewing the enclosed request by Carlisle Hghts., Sec. II, III, IV or their representative, H. Bruce Edens, Greenway Engineering (662-4185) jj Please review the attached information and return your comments :a THIS SPACE SHOULD BE USED FOR REVIEW COMMENTS: Signatures,, ,t���� Date 9 Court Square P.O. Box 601 Winchester, Virginia - 22601 COUNTY of FREDERIC Departments of Plarming and Builds REQUEST FOR FINAL SUBDIVISION ' PLAT - COMMENTS 703/665-` Frederick County Sanitation Authority ATTN: Wellington Jones, Engineer/Director P.O. Box 618, Winchester, vircjinia 22601 (703) 665-5690 The Frederick County Sanitation Authority is located on the second floor of the Old Frederick County Courthouse in Winchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: Greenwav Engineering and Sugveying Co., Tnc 1104 Baker Lane Winchester, Va. 226011 - ATT: Austin Spitler (703-.662-4185) t Name of development and/or description of the request: Carlisle Heights Sections 2. 3. and 4 Comments on Final Subdivision Plats Location: Intersection Route 659 and Route 656 Frederick County, Virginia Sanitation Authority Comments: 56cT,_ 1�� dlt SEc%`11�. • S,Iy,��i^ /1 � t �T .?61 - t'oy s?Ryc lioy �,� � ��Aiz s Sanit . Signature & Date: -esj/ NOTICE TO APPLICANT Please attach TWO copies of your plans and/or application form in order to assist this agency with their review. Thank ou. 0411y aNF Ste? ©A 4A4 wi.4/l3 OJ c,Ei�44 . L 9 Court Square - P.O. Box 601 Winchester, Virginia - 22601 COUNTY of FREDERICK Departments of Planning and Building M E M O R A N D U M 703/665-5650 To Sri, Inspections Department , ATTN: Mr. Kenneth L. Coffelt \ Frederick County Fire Inpsector , ATTN: Mr. Douglas A. Kiracofe Greenwood Fire Company , , ATTN: Mr. Walt Cunningham Planning and Zoning Department , ATTN: Mr. A. Bray Cockerill FROM: Robert W. Watkins, Director DATE: February 6, 1989 SUBJECT: Review Comments On: Conditional Use Permit Site Plan X Subdivision Preliminary Master Development Plan We are reviewing the enclosed request by Carlisle Hghts., Sec. II, III, IV or their representative, H. Bruce Edens, Greenway Engineering (662-4185) Please review the attached information and return your comments by February 9, 1989. --------------------------------------------------------------------------------- THIS SPACE SHOULD BE USED FOR REVIEW COMMENTS: Signature Date 9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 RECEIVED �'QJ'C�I'tl'PYlbr-FR-EDIERICt Dep menff �f Manning and uildin, , Cl RE Ci .IAC r- iMAP 0 143 665-56: i»e ARE Cl KC3b`J f=; ii6C i_! REQUEST FOR FINAL �SUBDIVISIO;! PLAIT �'QW-19mrs Virginia Department of Transportation A`LTN: William H. Bushman, Resider--t: Engineer P.O. Bog 278, Edinburg, Virginia 22824-0278 (703) 984-4133 The local office of the Transportation Department is located at 1550 Commerce Street, if you prefer to hand deliver this review form. Applicant's name, address and phone number: Greenway Engineering and Surveying Co., Inc. 1104 Baker Lane Winchester, Va. 22601 ATT: Austin Spitler (703-662-4185) Name of development and/or description of the request: Carlisle Heights Sections 2. 1 and 4 Location: Intersection Route 659 and Route 656 Frederick County, Virginia Transportation Department Comments: Please see letter dated February 13, 1989 to Mr. Austin Spiter of Greenway Engineering and Surveying Co., Inc. (letter attached) VDOT Signature and Date: �% �„�_ �A, ���,r� ,2/10189 �C NOTICE TO APPLICANT Please attach THREE copies of your plans and/or applicatiori'f6rmi' in order to assist this agency with their review. Thank you. 9 Court Square - P.O. Box 601 Winchester, Virginia - 22601 COMMONWEALTH ®f VIRGINIA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER (703 ) 984-4133 RESIDENT ENGINEER February 13, 1989 Mr. Austin Spitler Ref.- Carlisle Heights C/O Greenway Engineering & Surveying Co., Inc. Sections I, II. III, IV 1104 Baker Lane Route 656 Winchester, VA 22601 Frederick County Dear Austin: Enclosed please find signed plats of Sections II, III, and IV to the above referenced subdivision. As we discussed by telephone on February 10, 1989. the Virginia Department of Transportation can not sign off on Section I plats until our review of the plans is completed. To follow up on my letter to your office on February 2, 1989 I offer the following comments: 1. Materials used and method of construction shall apply to current observed VDOT Road and Bridge Specification applicable during construction of this development. 2. If mailboxes are to be placed along the roadway fronting lots, a minimum four (4') feet shall be between the edge of pavement and the front of mailbox as shown on the attached sketch. 3. Our review and comments are general in nature; should conditions in the field exists such that additional measures are warranted such measures shall be completed to the satisfaction of the Department prior to inclusion in the Secondary System. 4. Attached is a copy of the minimum requirements and data for subdivision streets and private entrances prior to acceptance into the Secondary System. This is the developer's responsibility. 5. All drainage is to be carried within the right-of-way in ditch lines along streets to a pipe or drainage easement. 6. A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. 7. A land use permit shall be obtained before any work is performed on the Department's right-of-way. Please advise the developer accordingly. Should you have any questions, please advise. iRobert B. Childr ess Hwy. Permits & Subdivision Specialist Senior For: J. B. Kessler, Ass't. Res. Eng. TRANSPORTATION FOR THE 21 ST CENTURY RBC/sl attach. 81 , CA ISLE H£l T5 SYTE eavG;R•;•' bEr. lv WaN/TY MAP sse SCALE.' 1 -2, 000 PLA T SHOWING RESUBD/ VfS/ON OF L 0 TS 159. 160 &.161 SEC77'ON II1' CA RL ISLE HEIGHTS DEED BOOK 716 PAGE 770 -WA *NEE DISTRICT FREDERICK COUNTY, VIRGINIA SCALE.- 1 =50' DA 7F- MA Y 18, 1990 APPROVED BY.• r Z-/3 p0 fREDER/C COU SAN/TAT10N AUINORITY DALE" SURDI WS(OV ADM/N/S7RA TOR DA 7F VA. DEPARTMENT OF 7RANSPORTA 77OV DI TE SURWMR'S CERnf7CA 7F I, HOWARD W. GR£EN57REET, A DULY CER77F7ED LAND SURVEYOR /N THE COMMONWEAL 7H OF VIRGIN/A, DO HEREBY CER77FY THA T / HA VE CAREFULL Y SURVEYED THE PRaOERTY DELINEA 7ED BY THIS PLA T AND THA T IT IS CORRECT TO THE BEST OF MY KNOKEMrE AND B£UEF• THA T IT IS A RESUBDINS/ON OF L075 159, 160 & 161, SEC7701V N, CARLISLE HEIGHTS RECORDED IN DEED BOOK 716 PAGE 770. I, FURTHER CER77FY THA T 7H£ LAND EMBRACED IN THIS RESUBD/VISION LIES ENRREL Y WITHIN THE BOUNDS OF THE ORIGINAL 7RACT. GIVEN UNDER MY HAND THIS 18TH DAY OF MAY 1990.. ON W. NEW HOWARD W. GREENS7REFT . �i1sF N07F• 10' U77LITY & DRAINAGE EASEMENT RESERVED ON EACH LOT ADJACENT 70 ALL LOT LINES. DOVE & ASSOCIATES ARCHITECTS ENGINEERS 3078 SHAWNEE DRIVE 11350 RANDOM HILLS ROAD PLANNERS WINCHESTER, VIRGINIA 22601 SUITE 750 703-667-1103 FAIRFAX, VIRGINIA 22030 SURVEYORS 703-385-7414 SHEET 1 OF 2 :N EX. 20' SAN1 TARP ,SEWER ESW'T. (D. B. 716 PC 770) i i \ 20' DRAINAGE EASEMENT I \ S 59�5 S 20' DRAINAGE L O T 160 7A,�, N 4838 J9 £EASEMENT 3A=1Q47201' 1Q216 SO. FTi 2Q 41�i5 0 + S 47 4J'00' E 110.00' S 02U9*MR E S 20.27' ^ 02' Z' E S 423758- E- Z 'S w LOT 161 A�4 r: 9,691 SO. FT. LOT 159 A m - , 9,9e so. Fr .. °D Ica L=2850' 112.29' 0 R=J75 00' �- 12.E 09' r- J5': fift :r O OWNER'S COIN.SFNT WF, THE UNDERSIGNED OWNERS, DO HEREYY CER77FY 7HA T 7HIS RESUBDI KSION IS MADE W1TV OUR FZ/a DESIRE AND CONSENT (:;I- I DA TF ur,5-iO 5--� DA 7F- 90 CURW TABLE CURE RADIUS LENGTH TAMGM r CHCRD BEARING DELTA 1 j2-5 00 44. 98 22.52 44. 94 S 2238 5 W 0735 45 2 50. 00 220. 49 SZ991 8Q 56 S JI WTO E 252:19 J9 2A 5a 00 3a 17 15.56 29.71 S J934 08 W J4 J4 09 28 50.00 71.J8 4J.J0 6547 S 8135M wE 814728 2C 50.00 6Q25 J4 39 586 S 0629 5 E 6919248 2D 50. 00 5dt 69 .U25 55 J8 S 81:?9 04 W 677514 3 25.00 2850 16.0? ?6 9B N 62:1776w E 6578 JO 4 37500 1, 44 7. 72 15 44 N JI t78 5 E 0221 J2 5 350.00 141.72 71. 140.75 N 3173 E 2J7158 SHEET 2 OF 2 �44�h • �, FINAL PLAT At 1 U iG a 2 8 }' CANLI.SLF 11F.ICUITS .F(:Tlo% IV AIIAUNEF 1)I.•tTNICT .........:............ rRvi)FR1t:K rllruy.Old s Ilk •S/TE jec. t i �•��� IIN:.�TIIIx yAl, " � �•—�ztt S�' ' �., s • 1P1'ku1'1 U C: •'„ I�rcdafl/•k'runnttr r:lnllnllnn"Auto U1li�;r„t�� `;ri+tinninp.'Ialrlrlx111•w _ � _ - .. l)1116'—xj— f ' $;;ttN1x11 i'1 Mi till, A•l"ll 111141 ral too 'rtttt. 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A/E/GAYS . eCr1o.v -ZZ ICALE /" f fO ' GATE I ✓.4"4 A,C>' /M /9, P"' _ GREENWAY ENGINEEAIKq AND SURVEYING CO, K W*40gs?m vM ~ V" H. 6RUCE EDENS No.162B G IR y tos tso SK7.1'6 G83� o cor \r> tzcooVA z "MAYC/�QCLE I s se•oo•ae-E I _ 100 �sz9�-•- s,� z��v� to ZZ5 ` of o t�. � � v If" -;woo ia' ry to ZZ�f o+� v /zs oo• �p �.%0, 000 f p 1 /3 5. 00 . ►� �'` of o }/t50o to io'do-of 01 Ij vj a " e ZZZ nl ►. /o, 0 74¢ c s + . 9s.ae_�i • �, g o,000�.v�e-ae•rLwCleo IN�s i i nor 0.7 as jv I I x ,� c49415 E. yE76117s SCAL92r, 50DATE:�. �i�r E�Ei�= /" ' S-/A.VU.O�t✓ /9, /9B9 ft1629 • + GREEMAY ENGINEERING AND SURVEYING CO, INC t� ore t' - � YIINCrEStUI YtR01NM 27i0t SHEET // of /B r I vo n � X aF. � i "r ..a mY ark»,bra+r rt � :wA. .. �.,�., •ry np ..,fa . .�,...��. , , . n...r... .. v.«�u��..,w..w..,,..,, .. .ev..rrwwura.+� S ? t " ax7I 6 P G 8 3 9 jjj'A'O 0 l leg im 2 hr 6% tl t MAY CI PCCE' Al i o wrt•.o dG3 Its. h v --or �� 5 I ��Tk.� , l�awc suaciris�o.v vt.vr �Tx C4Re1JL E d/E/GyTS o�,�►�'' oP��, SECY/Oly zml� HArvv�erv/.tntic>-�'.t�cl�Ric.0 Cov�V>Y I�irG/.via w K BRM EDENS 5: x SCALE • so • DATE. ✓.4wvA.er �, i Mo.1620 GREEMWAY EN6INH MG AND SUINEYI14 CD, IX , o� - w�wa�rrt vra.r� tuw nu.w.�wt..w SHEET /d N i8 v '51OAof 04A 3e AIA144 —Tel,0401A-1 X54 6* Nel6"75 Jelc 710,V-27' A015rwer -iree-zLcelce coel"n-, Awalm-m H. BRUCE EDENS 1'.SO' DATE i ✓MAIC14oe," 6 -4) ft 162B GREEKWAYENGINEERING AND SURVEYING CO, INC. 'Aft'stblEANOWIMANW1 SHEET /-5 of 49 r, i Bx 71 OTG O 4 1 6or /5a 047f _£ t clh . ,,^ Z ear � " � � N Go _ s • '� t3o o . Afv; tv. 44 255 � b s mp { . /off Pp xFh� an f .v3r- o— � f t f�aac aaeo/ncsiov oc r rkUrx �st/awL.ct ntsitirr .. ctc�cii�.. �niuny vdi:ui�� �; ?: SCALE /' So' OATS t✓AAIC14KY i9 /9d9 U M ONVIA LUMU a Na 16213 MEENWAY ENGINEERING,AND SURVEYING CO, INC 0 8v - +uaMa. w+wr $MEET /¢ of /C 4 t NNW for rsy Is 3e• oo_rL - E v /39. s.00 ci V I Z33 of �. on \d Ia Z98 03Z o I o Ael loe �35.00' h V =�,• � its oo� V� , 1(� o Q h * � . 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As A103•jd-�4� ! x., t- Z#Z /9, 3g7� LO { Y A AV r, z, t%, Z93 O\y /3, j47f� yo 7 yi�iC`dM�ON 1• • , ",SEcri1N t �t ZY. -, �• way. is �;y" " n F-,,W4 SU8.01Y1510A1 PZAT VTH 0� S6*Cr10A1 .ZO .ssi vw.vE�o�sne��r - 4C,W, 1e coav e, PIRWIVA4 0gkUCE EDENS +r SCALE / ~ • %0 • DATE 1✓.4A&14 Y' / 9 IVOn No, I628 0_ GREBMAY ENGINEERING AND Sa"VEYING CO, INC ;�tio8v a�0 i aNEET /e of /e r �{ nis ` q, 4pIGINK ccum. wr. �, .rf t iAi��f{M�MMdM�1W g vft U4W r � y - M f 9 I'' I NAL PLAT CAR i. I SLl- fiE.IGN I S SECTION I SI1 A1._,EE DISTRICT ...................... FRF.DERICk COi'NTY, VIR(,1N1 1 �J� • ra gl ' 5 9 CA,2C C E 'Z7 1 h LOCATION MAPS SCACE'/"= Z000' APPROVED Frederick Count\- Sanitation Ruth OE OV- DATE Planning Commission DATE 09 Subdivision Administrator fs �' DATE�Zd Va. Dept. of Transportation a ,` DATE�� OWNER'S CERTIFICATE The above and foregoing subdivision of the land of Charles C. Longerbeam and Elaine B. Longerbeam, as appears in the accompanying plats is with the consent and in accordance with the desires of the undersigned owners, propri.etors, and trustees, if any. DATE All property owners in Carl -isle Heights are required to heloni to the Carlisle Heights Home Owners Association. The association is the owner of all areas shown as common areas and the parking areas on the attached plats and is responsible for the maintenance of those areas. 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 Carlisle Heights is on file at the Fred- erick County Department of Planning and Development. SURVEYOR'S CFRTIFICATE I hereby_ cert_ifv that the land contained in this subdivision is a portion of the land conveyed to Charles C. Longerbeam and Elaine B. Longerbeam, by Deed dated 21 September 1987, and recorded among the land records of Frederick County, Virginia in Deed Book 659 at Page 387. %y :4zu.c. 6r� r. -14AIUA2Y /9, /989 ��pLTFI O�c, r N. BRUCE EDENS No. 162 B GREENWAY ENGINEERING AND SURVEYING CO.. //0'7 BAKES GAA/E WINCHESTER VIRGINIA 22607 INC. Ms V SURV Tj�O TE. EPHONE 662-4186 SHEET / of ;/�J-- �L9 / M „ t,Rz° oo- Q1� d. TO rAZ 4,e,4-,4 1,v cc 2,10 C e O V Z4.763 4C2ES cn A9C.4 /V COTS= 9B AC EE.S A e EA / V oWZIA16= VVV I Z. 3 Z AC.G Es / UI ,, h/p \' 1 p' JOB .v sr \ 4ZC4 /eFEr e/.v 'h\� 0.9�5 ACZEs \hcO Aef,4 /U COMMO.(/ /rr c SCE 'Co. 52 AC 2ES o\C a 00 -v 0. O •z fro � �•�����\ � \� \�, RED � �( coOITArgo IA 40 5 D Ile rr 0 Y. V� C \� �. J j- 11°r'1a %kw //LAC SUED/G'/S; 0XJ PG/17 COM/VI0IJ A RCA (QOHTH or��CARL1.56C NE'/6Nr,5SEC •T/OAI -rSN,4)1V1U6-C D/S7-,e/C 7- f :CEDE/C/C,- COCIIV7-Y,SCALE: i = ZOO' DATE: J4AI61,4,0� - i9, i96�GREENWAY ENGINEERING AND SURVEYING CO.. INC. r� 0A%WV /O¢ BAKEZ GAvE WINCHESTER, VIRGINIA 22601 TELEPHONE 662241S6 SHEET Z of i o CURVE DATA EMILY LANE CURVE# DELTA RADIUS ARC TANGENT CHORD 1 87058'04" 25.00' 38.38' 24.13' N81052'19"E-34.72' 2 37056'51" 279.U8' 184.84' 95.95' N18054'52"E-181.48' 3 70031'41" 25.00' 30.77' 17.68' N35019'24"W-28.87' 4 250031'41" 50.00' 218.63' 70.71' N54040'36"E-81.65' 5 37056'51" 329.08' 217.95' 113.14' S18054'52"W-213.99' 6 90000100" 25.00' 39.27' 25.00' S07006'43"E-35.36' 7 37056'51" 304.08' 201.40' 104.55' N18054'52"E-197.74' COMMON AREA 1 10051'47" 680.00' 128.93' 64.66' N57032'37"W-128.73' 2 78015'55" 50.00, 68.30' 40.68' N23050'33"W-63.11' 3 30039'16" 201.70' 107.91' 55.28' N00002'14"W-106.63' 4 62057'55" 77.98' 85.7U' 47.75' N16004'19"E-81.45' 5 17017'16" 348.92' 105.28' 53.04' N38054'27"E-104.88' 6 11044'03" 466.59' 95.56' 47.95' N36007'52"E-95.39' 7 45056'48" 208.71' 167.37' 88.48' N19001'29"E-162.92' 8 36047'18" 230.50' 148.00' 76.65' N22020'35"W-145.47' 9 08003'30" 1013.74' 142.58' 71.41' S52055'01"E-142.46' 10 10043'27" 2532.49' 474.01' 237.70' S62018'31"E-473.32' AREA SUMMARY Total Area Section I.................24.763 Acres Area In Lots ......................... 4.98 Acres Area In Parking ...................... 2.32 Acres Area In Street R/W...................0.945 Acres Area In Common Area..................16.52 Acres Number of Lots ..........................96 Average Lot Size ................. 2,257.50 Sq. Ft. CU21iE OA TA CA R /.S G C NC/ G Al r.S sCCr10A1 r SNA{'Vt/EE D /S7"C /C r - F,2EOE.e/CCU COU.(/lY, l�/,PG/.U/mil DATE /A4/UAe K /9, /989 GREENWAY ENGINEERING AND SURVEYING CO., INC. //04 9AK6Z GA.UE WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 r 5 K BRUCE EDENS 9 No. 162 B SHEET 3 of /O ,r -8K ( I' f u Cal e L 1,5 L/- E A/ 6-16 H 7-5 XLTIf O,c, � G �� . s E c ri ow r o ��2� H. BRUCE EDENS a SCALE: / " = So ' DATE �JA.UUa,2l� �9, i �89 No. 162 B GREENWAY ENGINEERING AND SURVEYING CO., INC. t 9 // o ¢ eA1e6'Z 4,4416 Mi suRVE`��4 WINCHESTER. VIRGINIA 22601 TELEPHONE 662-4166 SHEET 4 of / 0 F c s 4 - -_ EX/.S T/,UG PCPCO /00 ' lelw a SOO` 03 34"'E \\F— � SOO' 03'34"E 8q po I__ � 8¢ 00 • 47 a a 39 -- 0 =— ti N Q j 1v Z,O/�� N N �, N Z,O/�� N h •. N • Q �Z e} Vti .3 4 h 194100 Zo " SA C/, it/00'03 " 34 - /-V— S6-w. 53 5. ZZ" 0 0' 0-3- 3 g "' 11V - 5 3 S Z z' q= zp� g07 cm:, 3� BgB - R o� " ,.. F/it/AC GG147- R6/51(- E NE/GNrs SEC 7'/ O�C1 I' SCALE: / " = 50 ' DATE _ 44"&,4R y /9 , /989 GREENWAY ENGINEERING AND SURVEYING CO.. INC. i/04 B.O.rE.E CAXIC WINCHESTER, VIRGINIA 22Wl TEL`t PHONE 662-4186 ��EpLTN O� L 4 " c-) H. BRUJR Noal'3 SHEET 0 of i0 U+Gt B5 E',r/S r/,vG /o h CEP CO .5000O_3 34'"E�lj Bg00" p 8�00' Z 98zj�' Z,9BZ� m _ r � 0 N ZO/�c� N�� � N Z,O/�� ND � '•� • •• � i N Z,O/G� �� � ` � IN _Z,O/��I N �00 V)Na N � Q a S/ N�� . 1r)�p 57 N Bg• oo - M N _ 8� oo ' � � EMiG y GAA/E 50 ' Z1W A1001 I ,e/`✓ VGA T �EpLTit p�, 6�l 2 L /S G E /-1E/ G �17"S �o� `roc S.�/AavEE D/ST/�iCT F/ZEOE/Z/Ci�CDUUTI', V���/.vie H BBRUCE EDENS 9 SCALE : / " = 50 DATE _ ✓441L/4/ey /9 , /96� No. 1626 GREENWAY ENGINEERING AND SURVEYING CO., INC. W --- iiog Ba eE e cavE �s�dS+URVE`i�4` W!NCHESTER, VIRGINIA 2260' 1EI-EPHONE 6ba-4'8r I. SHEET 6 of /0 BK7i6PG - - EX/s ri.v6 ioo ' PE oco e/w 001 o3'3g "E" I I S 0011 03'-3g" E O 8¢.00` O 8�00' Q h 80 1 h 70 h ezi z,-9azy • W � N Z,oi��' ti. � � N Z,o/�� N � � 78 70 �� Q `_ V) N Z.O/�v� N A N N 77 C, 76 N Z, cjr N .. Q N 7S N Co 7 13 h 73 A `� h Co S ''• ,I N — •'••• t'OC7' 03 -3 521 / F A10003'3-�c'"fV��� 70. Z8 I ZO ' O PA/it1AG� I EAS Eti/E�t/T - ' I �N E'M/L Y L A /V E SO ',%v Ni �C>-�POO 10 — r--� F/t/AC SUC3o/!i/S/Oit/ OCAT CA/Z L /SCE NE/CNTS .SEC 710AI I S.yAvVit/EE 0/S T/Z /C 7- - F/ZEDE,elCe C6V-llVTl, Y/,ealtI1A SCALE: / " = 50 ' DATE Y' GREENWAY ENGINEERING AND SURVEYING CO.. INC 11017 BALE C LANE WINCHESTER. VIRGINIA 22601 TELEPHONE 662-41* 5 H. BRUCE EDENS a No. 162B SURV Z�!, e SHEET 7 of i0 r �- BK7 I PG767 _ 5-35zz' EM / L Y 5 0 ' RIPV iV 00 ' 03 ' -3 4 "!N - 53 5• ZZ ' I� 3o vV�JTE,e� o — � \ C>- CO(./R r zo' ZO lNATEe LIit/E EASE�V1Eit/T�\ _ I SOO' 03'-34"_E - 0/5.00' s 35.50' 24' Z4' Z4' Z4' Z4" Z4' 35.SO' Nj��� �� �I �I �91 �I �i N� tiR •: 3 �S 5-0' Z4 Z4' Z4 " Z4 " Z4' /v00003'.34"/'V - Z/5.00' ..... . / .. \ ZO ' SA,c//7,4 ZY SE/1�CZ eA5EN/E�c �O o 0if, s G �\ /�A /I oS cj 6 R N_ '-IA -14e SUED/l//_510AJ Pe -'AT C4)e of /SL E 1-1E16NrS sEcr�o�v I SCALE: / " = 50 ' DATE :-1A1-1UA,eK /9, /999 GREENWAY ENGINEERING AND SURVEYING CO.. INC. iio4 GAKEG LANE WINCHESTER VIRGINIA 22601 TELEPHONE 662-4166 �. H. BRUCE EDENS No. 162 B 04: SHEET 8 of /0 EM/L y LAAIC - 50' R/ 'I 6PG7-6 t/000 03'3)'V - 53 5: ZZ' T-7 )-V/. S 00, 0 3 , -3 4 "' E q ES n-f T' 9 -�zG�Z.-5z" $ 00' 0_3 ' 3 4 " 6- 5Z 0 2,9BZ� 0 2,98Z of 5 N N Z,O/r� N /3 5. A i SE�'V i ti l Z, 0/C� E"SMT.-�� h. i5 -- I -- Q� 10 T� B4. 00" "1 5g00' .t/00°03'3�f" vV d= II ,V00'03'_34"w � 70 —9 O ,e = 77 99' VA. 9 re _ /,(./milC SUBO/!//S/0k1 PCAT C,4�2 L /.5 C E NE/6 117-5 J EC 2`10Ai I. Sfv,4i-vA/EE D/_ST,e/CT" - F,eEOE,e/C/l COU/I/TY, Y/,eG/,(//! SCALE: / " = 50 ' 1 DATE: -1141CU,9,e Y / 9 , /989 GREENWAY ENGINEERING AND SURVEYING CO.. INC i10-f 6,4&ee CANE WINCHESTEP. 'VIRGINIA 2260'. (D TEL<PHONE 662-4,.66 a &S6 ��p,LTN Dp, H. BRUCE EDENS :P. I . 14-lb SHEET 9 of i0 .30, gid .� X ���\ o ems. oo' 0 84.00 0 \ Z, 98Z h h Z,98Z �1 J � � 249 ;r N O hl O N 9l� N ti 86 NN �� Nti z,o/�� ►�vN Q zo/� V '•:t� �N Z,Q aJ,77 N z og�� N ZO/�� N Oy k N Z,o/Gj' Ntr) ao of m 90 ly) Q W O �� Z,a/ c' N a N N Z,0/6� �•� h--- 1 O •• � � hti 8/ �� � �h 89 ,°n0 N h1�i - — ' V) �/ 8 4. 00' 89. 00' M / ZO ' WA 7"E2 / 40 � / • �• •••• r "t IA- C ,S ,4 L�14X./D F/A1,4L SU80/✓/S/O.C/ PLAT C4, U5 LI- E' yC/ 6 N r.S ,5 C ri 0 A/ 1 .51-/A WC6- DI-5 T.e/(fT COUA17-)", Y/.e& /AV/A SCALE: / "= SO' 1 DATE :../Ait/UA2Y /9, /989 GREENWAY ENGINEERING AND SURVEYING CO.. INC. -- /iO4 6,44-6-Z GAME 'NIN(;HESTER VIRGINIA 22601 'c EPH 1NE 662-41% �EpLTif O,c, o� yr . ci H. BRUCE EDENS 9 f� No. 162 6 SURVEo4 SHEET /0 of /0 FINAL PLAT CARLISLE HEIGHTS SECTIONN II SHAWNEE DISTRICT ...................... FREDERICK COUNTY, VIRGINIA z h .• S Z ik1Bl 227-' Jjr LOCATION MAP _ S CAL E / "- Z000 " Jr APPROVFD R ' : Frederick County Sanitation Auth DATE; -,e5�9 Planning Commission `16< DATE6' —.�� ` Subdivision Administrator DATE: Va. Dept. of Transportation- �( ' DATEjp�89 OWNER'S CERTIFICATE The above and foregoing subdivision of the land of Charles C. Longerbeam and Elaine B. Longerbeam, as appears in the accompanying plats is with the consent and in accordance with the desires of the enders' ned owners, proprietors, and trustee's, if any. I)ATF DAT I All prope y owners in Carlisle Heights are required to belong to the Carlisle Heights Home Owners Association. The association is the owner of all areas shown as common areas and the parking areas on the attached plats and is responsible for the maintenance of those areas. 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 Carlisle Heights is on file at the Fred- erick County Department of Planning and Development. SURVEYOR'S CERTIFICATE I hereby certify that the land contained in this subdivision is a portion of the land conveyed to Charles C. Longerbeam and Elaine B. Longerbeam, by Deed dated 21 September 1987, and recorded among the land records of Frederick County, Virginia in Deed Book 659 at Page 387. H. Bruce Edens, C.L.S. _14A1U,4RY Total Area = 49.142 Acres Area in Lots = 30.645 Acres Area in Street R/W = 7.705 Acres in = 10,792 Acres �y TN Area Common Area 4.0� NOTE: 10' Utility & Drainage Easement reserved v N. BRUCE EDENS 9 on each lot adiacent to all lot lines No. 162 B GRFENWAY ENGINEERING AND SURVEYING CO. INC. //04 �AKEC LA E ;�•td o�� i SURV'�, WINCHESTER VIRGINIA 22W1 TELEPHONE 6W-4166 SHEET / of 2T r�) 'p /1 0 � U � s h � 0 0. 3'3) 1-2 S67040'14"E-473.44' 2-3 A = 48.83' 3-4 S20017'36"W-229.65' 4-5 S69039'41"E-269.58' 5-6 N89035'55"E-68.40' 6-7 S68000'17"E-98.27' 7-8 S55000'00"E-190.00' 8-9 S67000'UO"E-80.00' 9-10 N60000'00"E-7U.00' 10-11 S78000'00"E-90.00' 11-12 S07000'01"W-95.00' 12-13 S80047'23'E-192.93' 13-14 N77032'49"E-355.49' 14-15 S12027'11"E-30.62' 15-16 S03038'35"E--41.99' 16-17 S72012'14"W-125.54' 17-18 S77024'17"W-244.58' 18-19 N80047'23"W-231.32' 19-20 N74038'20"W-458.62' 20-21 N65014'45"W-306.02' 21-22 N51016'22"W-129.56' 22-23 N69011'37"W-162.26' 23-24 S60"15'05"W-162.26' 24-25 SU9041'47"W-162.26' 25-2.6 S43002'51"E-124.80' 26-27 S32033'07"E-97.47' 27-28 S44031'31"W-30.00' 28-29 N45028'29"W-125.00' 29-30 S4403131"W-128.20' 30-31 N45028'29"W-127.26' 31-32 N01)028'29"W-276.32' N i 3 5 32-1 N16016'15"E-549.05' N 34 A - - - Delta - 02°02'12" 33 Radius - 1373.74' t/ _ _ Arc - 48.831 Tangent - 24.42' Chord - S68°41120"E-48.83' �h 30 4. i 14\1 Exv>i"/G zo 4 6� -� F FRAtjl1At S I /IAI- IC SUooiVI-510-1 --CAY Co""oAll 4,e E A CA/ZL/SG E G/-/T.S - SECT/OA/ I1 -5AIA/'VA16-c 0/S7-,e/C7- Fc?EOEeiCe GOvt/>y, ✓/,e61,V1A SCALE: /" = zoo' DATE /98 c-�> GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 0 TELEPHONE 662-4186 �E p.LT F1 6., cj H. BRUCE EDENS 9 i No. 1626 SHEET 0 of 0 4 LOT CURVE DATA i LOT DELTA RADIUS ARC TANGENT' CHORD 1 74044'12" 50.0U' 65.22' 38.18' N79039'24"E-60.69' 2 00059'31" 630.00' 10.91' 5.45' S62028'44"E-10.91' 3 06052'06" 630.00' 75.52' 37.81' S58032'55'E-75.48' 4 U3000'09" 630.00' 33.01' 16.51' S53036'48"E-33.01' 12 030UU'56" 285,00' 15.00' 7.50' S50036'1.5"E-15.UO' 13 1803U'25" 285.UO' 92.06' 46.43' S39050'34"E-91.66' 14 24007'28" 285.00' 120.OU' 6U.90' S18°31'38"E-119.11 15 12039'37" 335.UU' 74.U2' 37.16' N32057'15"W-73,87' 16 12049'39" 335.OU' 75.UU' 37.66' N45041'54"W-74.84' 16 96038'14" 25.00' 42.17' 28.08' N03047'36"W-37.34' 17 83021'46" 25.00' 36.37' 22.26' S86012'24"W-33.25' 26 23044'31" 50.00' 20.72' 10.51' N85047'46"E-20.57' 26 47033'31" 25.00' 20.75' ll.02' S82017'44"E-20.16' 26 00048'02" 2525.00' 35.28' 17.64' S58054'59"E-35.28' 26 103050'32" 25.00' 45.31' 31.91' S07023'45"E-39.36' 27 66045'U7" 50.00' 58.25' 32.94' S48057'26"E-55.01' 28 50°33'18" 50.00' 44.12' 23.61' S09041'47"W-42.70' 29 50033'18" 50.00' 44.12' 23.61' S60015'05"W-42.70' 30 50033'18" 50.00' 44.12' 23.61' N69011'37"W-42.70' 11 U0055'34" 2475.00' 40.00' 20.0U' N590001'18"W-4U..00 ' sl 48°5U'24" 25.UO' 11,31' 11.35' N34007'19"W-20.67' it 3401251" 50.00" 29.86' 15.39' N26048'33"W-29.42' 32 02001'14" 2475.UU' 87.28' 43.65' N6U028'42"W-87,28' 33 0105243" 2475.00' 81.15' 4U.58' N62025'41"W-81.15' 14 U105243" 2475.UU' 81.15' 40.58' N64018'24"W-81.15' 15 01052'43" 2475.00' 81.15' 40.58' N66°11'U7"W-81.15' 16 U1052'43" 2475.OU' 81.15' 40.58' N68003'50"W-81.15' <7 01052'43" 2475.OU' 81.15' 40.58' N69056'33"W-81.15" 38 01052'43" 2475.00' d1.15' 40.58' N71049'16"W-81,15' 39 01052'43" 2475.00' 81.15' 40.58' N73041'58"W-81.15' 40 01°52'43" 2475.00' 81.15' 40.58' N75°34'41"W--81.15' 41 01052'43" 2475.OU' 81.15' 40.58' N77027'24"W-81.15' 42 01052'43" 2475.OU' 81,15' 4U.58' N79020'07"W-81.15' 43 U0030'54" 2475.UO' 22.25' 11.12' N80031'56"W-22.25' 45 03002'49" 522.00' 27.76' 13.88' N82018'48"W-27.76" 4h 09019'47" 522.00' 85.00' 42.59' N88030'�_W-84,91' "W-84.91' 47 09019'47" 522.00' 85.00' 42.59' S82°1U' 48 09019'47" 522.0U' 85.0U' 42.59' S72050'21"W-84.91' 49 09019'47' 522.00' 85.OU' 42.59' S63030'34"W-84.91' 50 57017'36" 50.00' 50.00' 27.31' S86021'25"W-47.94' 50 U1008'03" 522.UO' 10.33' 5.17' S58016'39"W-10.33' 51 08002'19" 572.UU' 80.25' 40.19' N68040'U1"E-80.19' 52 07004'46" 572.OU' 70.68' 35.38' N76013'33"E--70.63' 53 07004'46" 572.OU' 70.68' 35.38' N83018'19"E-70.63- 54 U7004'46" 572.00' 70.68' 35.38' S89036'55"E-7U.63' 55 05017'09" 572.UO', 52.77' 26.40' S83025'58"E-52.75' 58 01020,09" 2525.00' 58.d7' 29.44' S80007'19"E-58.87' 59 U104U'43" 2525.UO" 73.98' 36.99' S78036'52"E-73.97' 60 01040'4-1" 2525.001 7�.98316.99' S76056'09"E-73.97' VE O.4 TA C4-1 NE/GA/7S rBRUCE. �` SCALE _ -- DATE 1411U,42 Y /7, / �89 GREENWAY ENGINEERING AND SURVEYING CO., INC.��ds �a URV� WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 SHEET __� of `>z' 61 01040'43" 2525.00' 73.98' 36.99' S75015'27"E-73.97' 62 01040'43" 2525.00' 73.98' 36.99' S73634'44"E-73.97' 63 01011403/1 2525.00' 52.18' 26.09' S72008'51"E-52.18' 64 66039'53" 25.00' 29.09' 16.44' N77051'28"E-27.47' 64 02044'44" 2525.00' 120.99' 60.51' S70010'58"E-120.98' 65 01024'16" 2525.00' 61.89' 30.96' S65040'56"E-61.89' 65 110054'35" 2 5 . U 0 ' 48.39' 36.31' S10055'46"E-41.18' 66 01047'45" 2525.00' 79.14' 39.57' S64004'56"E-79.14' 67 73049'54" 25.00' 32.21' 18.78' N81026'28"E-30.03' 67 01032'28" 2525.00' 67.91' 33.96' S62024'49"E-67.91' 74 27008'08" 2 5 0 . 0 0 ' 118.40' 6 0 . 3 3 ' N71052'56"W-117.30' 74 102050'23" 25.010' 44.87' 31.34' N06053'4U"W-39.09' 75 50001'29" 25.UO' 21.83' ?1.66' S69032'16"W-21.14' 87 129058'31" 25.00' 56.71' 52.58' N20027'45"W-45.31' 88 41013'10" 225.UO' 161.87' 84.62' S73056'25"W-158.4U' 89 13040'57" 300.OU' 71,64' 35.99' S6001 0'19"W-71.47' 90 12049'39" 300.00' 67.16' 33.72' S73025'37"W-67.02' 91 12048'39" 300.00' 67.07' 33.68' S86014'46"W-66.94' 92 08"24'16" 300.00' 44.U1' 22.04' N83008'47"W-43.97' 98 25012'04" 50.OU' 21.99' 11.18' N66020'37"W-21.81' 99 79041'07" 50.00' 69.54' 41.72' S81055'01"E-64.U7' 100 90000,00" 25.00' 39.27' 25.00' N56003'21"E-35.35' 100 70031'44" 25.OU' 30.77' 17.68' S43040'47"E-28.87' 100 33039'32" 50.00' 29.37' 15.12' S25014'42"E-28.95' 101 48011'23" 50.00' 42.05' 22.36' N13002'21"W-40.82' 101 48011'23" 25.00' 21.03' 11.18' N13002'21"W-20.41' 102 57017'45" 50.00' 50.00' 27.31' N39042'14"E-47.94' lU3 57017'45" 5U.00' 50.UU' 27.31' S17035'32"E-47.94' 104 48011'23" 25.0U' 21.03' 11.18' S35009'03"W-20.41' 104 48011'23" 50.U0' 42.U5' 22.36' S35009'03"W-40.82' 105 90000,00" 25.00' 39.27' 25.00' S33056'39"E-35.35' 108 28032'25" 250.00' 124.53' 63.58' N86047'09"E-123.25' 109 23051'53" 275.00' 114.54' 58.11' N65015'46"E-113.72' 110 16055'55" 275.UUI 81.27' 40.93' N85039'41"E-80.97` 111 00025'22" 275.UOO 2.03' 1.01' S85039'41"E-2.U3' 115 01031'22" 300.00' 7.97' 3.99' S84041'19"E-7.97' 116 12024'51" 3UU.00' b5.OU' 32.63' S77043'13"E-64.87' 117 81"09'01" 25.UU' 35.41' 21.41' N85006'01"E-32.52' CENTER LINE STREET CURVE CURVE# 11 10051'47" 655.OU' 124.18' 62.28' S57032'37"E-124.00' 12 45038'49" 310.OU' 246.97' 130.46' S29017'19"E-240.49' 14 39058'31" 275.000, 191.87' 100.02' S65027'45"E-188.00' 15 41013'10" 250.00' 179.85' 94.02' N73056'25"I-176.0U' 16 47043'31" 275.00' 229.06' 121.65' N77011'36"E-222.50' 17 23032'31" 2500.00' 1027."l ' 520.95' N69001'07"W-1020.00' 18 41030'UU" 547.00' 39b.20' 207.24' N78027'37"E-387.50' CC-1,C {iE" OA 7-14 C�IQL/.SL E NE/�y7rs rBRUCE f6Q 0E.4/CX COU,I/TY, 'Kle6/rt//,4SCALE: - DATE /4 AUA,2Y /9, /�8�GREENWAY ENGINEERING AND SURVEYING CO., INC.uv R WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 S•HEE �cT of �'y 6'A,1i4 y ti O Q O IN L07 S' 3 70 53 ' / 7 " `V � /40. 00 ' �N o /0, 490f R .� O �v 00 O v� -3 oio W)l^ /0,/75� �I N � oI W cr) O S 3 7. 53 ' / 7 /'V o O ,M ti 0�.70aU��ee O � O� I "ATER \ aJL� EASEME,C/T 1 JA. g0 F/.u,14 J U60/!0001s%c/ AL AT c4RZ 5C r NA"/GyT.S 15Ec77o.v rr f Ae.4.#vmr-e- D/.S7',C/GY - coU.(/YY, rzPGlvw SCALE: / "= 5"o ' I DATE _ ,/.4V&,4,e)- /9, /989 GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 k) �iALTN Dom_ _'Sr to N. M�,OENS a 2B -5- of -eg ti 7 L O T /0 -S 37° 53' /7"1,'Y 14 0. 00 ' l Q) o f Iv� 1 /o, 500� hl %4r0.00' 8 Olp /o, 5001 p10 N o -�raoo' o d li I _%i AWAY- sus01V1s10w oc 4 r C404154 o' NE'/Gyr..s S/,/AIN.VEE D/S7'.e/CT - FREDER/C.0 C04IA17Y, Y/,PG/.t//.4 SCALE: / 5 O ' DATE: GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 -0 TELEPHONE 662-4186 �ALTH 6Nel f�c x H. BRUCE EDENS 9 No. 162,E , SHEET (2, of 2g IOO� I/3 C O 7- ,� I I � � ♦ 1 Q Io /Z h Q I m /4 339 �I _ e ,C'/IiE oti G 3. 7 6' o Q> COMMON/ nor ti o h I� AREA . /e �j� o I� j o o 1° o C'O /IiJM O � = �-- ra � o I� /O o' 0 b io 1 500f t/37"S3'/7"E" CO T 9 F AM4 .S UFO/✓/S/O.V OGA ;r c4RZ1j4 c PC16ETS .SEcrlo l Il P�Ah'.tJEE O/S�'L/C1 - ix6-z e1cr couvr�; YieG�.vr.4 SCALE: /" ' -57 DATE _ ft\ GREENWAY ENGINEERING AND SURVEYING CO., INC. k47 WINCHESTER, VIRGINIA 22WI TELEPHONE 662-4186 l< ��ALTi1 6N't., . O H. BRUCE EDENS No. 162 B SHEET 7 of 2-;' I 4 C}, � Nj ,V g3' i� L o 7' LOT I G 0 7' I AIM4G S Y rQeH. LT X 6�C.4Rl1J4E J6-crlow .z - yf�0 C&A/>Y Y/,QG/(//A : SCALE: / " = 50 " DATE: -1,4.161,4A-- i9 , i9a No. 162B ft\GREENWAY ENGINEERING AND SURVEYING CO., INC. \�-fw o�� OUR WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 SHEET 8 of 2¢ ti N; e 0 T Z-5 s4s-Z8'e5�E iz 5. oo' Io ZZ of ID /0, 000f o011 1 m Z/ I of /o, 000¢ 01 /Z5 00 " ZO of /o, 000 i �I �I t � I p /O, o 00 ; /Z �;. o o ' 0 o 8,75of pl 1\ /Z 5 00 z 9 IGOT /7 I L O LOT -z 70 s g5'za'z9•"E /25 00 I ° 73 �tij 9' 00o f 0 75 sgs'z8 "e131 /00. 00 74\-� Ki 0 3 r7j o o�AO D.D f/A/AL S UFO/I//.S1dA1 04,4 T C.4Rt 1-54 4F f-1 C16A17.S sE-CrIO" lz o.vwK,E Diszeicr - fff e4"/ce ClJelW rY Y1WIXIIA ALE: / s SO ' DATE = r/A,C/C/,4,C' Y 19, ft%v GREENWAY ENGINEERING AND SURVEYING CO., INC. A47 WINCHESTER, VIRGINIA 22601 TELEPHONE 6624196 H. BRUCE IDENS s he. 162 B SHEET 9 0t 2-4 N 0 v v — — � ^ 6, 7 5O f �I Z3 oI v � /Z 5. _00 ' Al ¢ 5' Z 8' Z GOT ZZ I I ZOT Co 7 I GOT 6.0 / iZSoo' � 0 v 0 �D8 01 10 /0'000f p 100 1 001 �5 00 iO l�9 0l to pi i� /0' 000'f I� �I 70 /0' 000,' 7/ /oI 000S to ! 7Z %Z5 00, A/-5;15'ZB' 09 I I G O T 73 0 0 0 v .A'IA14Z sf/60/Y/5/0.v PZ.4r SECT/OTC/ Il Sh/ArvvEE oisr,Cicr - i'.t6''j9eX/c r cov v>Y, r/•Po/ 1A SCALE: /" = 50 ' DATE: —64.cIUA.e Y /9, /989 tt\ GREENWAY ENGINEERING AND SURVEYING CO., INC. A�pv WINCHESTER, VIRGINIA 22601 TELEPHONE 6624186 �EALTX p''�S. x� H. BRUCE EDENS y No. 162 B �R*"' SHEET /O of 0 g 4 ER C 4 7Z.`f9' z 3 o �� Z6 eo> 313 o �' 3Z 30 o o �Z, � � °�►N �o s?, z6 �, h p 6: h� ti 44. iZ' Az9� ,A' Z as oAy o' 36� ,ti KEN s /1/E,e Esc—Q 0 Aga ° -A ty) / Zoo N� Q Z 7 0 0 5, 9301 Ni Z 4C/ ,971A 4L SUffo/Y/.5/0.C/ Ae AT C-4Rel-V E 1-14C16,yrs s�-cr�ov zr dIAIIA SCALE: DATE GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGIULA22601 TELEPHONE 662-4186 �h H. BRUCE EDENS > No. 162 B ift SHEET // Of 2-It CoMM56 AVER a S & 55 �9, — 5y07" i LOT i60. 4Z, >coT P2 3/ o 15 CD 4 Io 10, of 4 a� o ' J •V v kA LOT GB I — AIA1,46 J!/8D/r/.S/0A1 PZ.4 r C4016/54 E Me/6141frs SECT1' 0X1 .II .Sf .4J4oVA/EE ,01JrX/l> YIW 61 IM SCALE: /" s So " 1 DATE: /9, /989 GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 H. BRUCE EDENS No. 162 B h Q BVRv0° SHEET /Z of 271f G 50 C> A' - i If) �5 V I % i o, 5-3 Z'0 r If) b� 9z.0oIN U nor 00' �v s� za ZOT d0 0 f/d/,44 -f UdD/`/s/0A/ #PG.4r se-crlo.v lr �0-f 31 i S' �5' 0_a_'z.9"E iZ500" O � I 8Z 9,375-f %Z 5 00 Lor 63 -A 1 k Cor90 0 83 0 � N i25" 00 ' � ti¢s' za z �'•�v � Gar 8¢ I I�� `i�/Al V,t/E"E D/S7'�/C1 - fit�fDER/CSC CDU(/>y A1,,4 SCALE " = 50 ' DATE /9, /9B9 GREENWAY ENGINEERING AND SURVEYING CO., INC. \4�PWINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 ,off c2 c� H. BRUCE EDENS , 9 . No. 162 B SHEET /3 of 019 c O /1/1 i(// O Al A 2 C .4 SEC . S� 7Co. 7/' 7G. 38' 7Co. ZZ ' `� W W m . .37 38 �, .39 910701 701 \ N, _ ti �` \ 7SOo' - le zSZSoo' A= 5Z. /B' A (9 a �uco o as e0.oS_ 0 ti 78. Co8 8,-- /3 9• _G y� 5' G07 1 GO r 9Z I I Do I ,051AI4C 5 Ud0//-'/S/OA/ PL.47' �/' AAM,0157rZA:7-PiPEDif.(�/C�t' .CDU.v>I; Y1,C6/.(//,0 H; BRUCE EDENS SCALE: /"= 50' DATENo.162B GREENWAY ENGINEERING AND SURVEYING CO., INC. $ u v� WINCHESTER, VIRGINIA 22601 TELEPHONE 862 4186 SHEET 14 of Z¢ c O M M0 / / A.eE'A sEc- a 0 — — — _ _8 ZO E - 153. 09, s800¢7'Z3 "E- 7Co. 38 ' 7G. 71 ' 78. 75' ►.. g� 4Z � ' �oT LOT O 1") Ns .IN d°nj o 0 - o ,AjZL.zS" .2 = Z ¢ 7 5. 00 /KEG-s �/�/A Y a SO ' ,e/w 00 ' __ -- ,4 = 73. �8 " A - 73. 98 ' A = 58. 87 ' 7 5 p p • 5G �' S8 N� 4oT 2 O o N 59 57 co/ NJ /0, 3/7f �I� /0, 500J N NIA NN1� � O 0 75 pg• 7500 79_34' 83_/o' LOT I LOT' 93 I LOT 9� I GOY 95 G0r 9� LOT 97 I 98 9741,4Z _ t10,0171 10,�C/ oLA> SWAiVA1E"EO/5MC>-rZCZ;K•C/Ce COUV7-X; H. BRUCE EDENS SCALE: /" = 5o ' DATE: -1A.v1A.es' /9, /989 No. 162E GREENWAY ENGINEERING AND SURVEYING CO., INC. �''�t►d �fl�� v� WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4166 SHEET / 5 of 2¢ E A C O M Al O A � S800 47'03 E 8 0. 00 W C01 0 f 1-3 Z07 0 �1 O 00" �7oZ� 7Z• 57' �U 1 o, 8 0 5� O �O, cpBZ� �1 a OIL O o In � 3 5 " B,ee K ------ 52 Za A=Z77G As Lp-f 47 v--- S 5Z^;� 7/ Al-5 //�� •• _ 5 3 N N /O, ao88J,S -- — 7SOg" BSSZ 83� Z A-1 76' S 3 9 " lam/ - a. 56, 5 607- 1 / M�oN 44614 97 I GOT 9B CO � s Ec.-7y- F1A1,44 Sl/DO/✓/S/O,v AC,47' C4RZ/.5Z E' Mel6lVr.5 ltccrl v Il "4WklEE"O/,S7TIC,r - "4COC,C/CAe CO$11,e6loV14 SCALE: / "= 570 ' 1 DATE: J,4,t/U,4,ey /9, /989 GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 �EALTf� 0� ci H. BRUCE EDENS No. 162 B SHEET i6 of zg { CO M M 0AJ AIle EA C/A 1..4Z .3000/Y/. lov oZ Ar .SEC7r/ox/ -da- S.yAI'✓.U�E oisr.�/cr - /' g-AA RICX COUV7-,Kv 41,f61AI/,4 SCALE: /" = 50' DATE ft% GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 p H. BRUCE EDENS «�► No. 162 0 SHEET 17 of 2g 1 LOT 8/ 7 /z 5.00' 0 80 0 /O, 00OI 0 j O� /25.00' 79 --NIo /o, 000 f o O 1\ a �0 A6 I � I) /O, 000i 01 W � nl /Z 5 00' 77 /0, 00 0f /Z 5 00' I� V� 8, g aOj 0 I O29°S� 0yj. s J V Q W cuT d3 I cor S g5° Z8__Z9' E' 90 /0 5. 00' 0 I3,37 N 5� ^ IN �� 10 114 IN V\ �\ �I n 85 0l _ 3 7 5� kt 1 �I m F1,(1.44 SC1BO/Y/S/O.t/ 04.4,r sE crio.v ..zr Sf/AJ'�/.(/EE"D1Sre1c> - F•eE"oE.2/c.E' G'OU.I/>Y Y��G/.v/,4_ SCALE: DATE: GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 r ► V, * p Nte Q r �• H. BRUCE EDENS > No. 162 B SHEET 45 of 2g A / 6 �0 w, ° 0 J�A w � a _rn �o pAlgrA� \ \ Act ��• � 004 OY03 701 Log In Z"" oC950 ;Z,OIQ -0- 000 __ Z7 30' 77. 7' A'8/ W N W OI� 7 o0 ( /0, 339� /0' oj lb v W\k3 p p �0 �� \ �, J &o Q . oo' _ B0.00' Q ,va5'Z7'oo' yV /60. 00' A (L IC O M M O ti/ Oil s EC. fi uaZ cG �Gs &19 A91YI-S10u RZ,4 r C4QLI.J L l6AII S EALTht p�`r �. .SEC r/O.,t/ -Z?- .j S</.4ivvEE' D/STZ/ r - f-,CE�,tic,� coZrvey Y�,ecirriq c EDENS SCALE: �� = 5 O ' DATE: ✓4XI& CY' i 99B9 , i H. BRUCE 28 No. 1628 GREENWAY ENGINEERING AND SURVEYING CO., INC. 8 � \47 WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 SHEET 19 of e-9 low GOT cc3 I LOT �Z I G0r c/ IZA 9 / 9Z N Go> 90 w� o Z / �, ZOOJ G �c °� /pEy�1. /, 000e ,Q��ID � �� ` / 2 0o c g-/ / ' � 5 -o- s��o ci • moo. �� r 0 �A Z Z 4. 53 /07 d ti I� /0' 000f 108Inn /33� p O 0 I ( N�� eo. 00 14/ 7BS�' 3 �'/V I i � 0' �0 3 A.2EA OQh I N 5 (9 sEc. I ti�W F1,V,4L OGAT C.4RZ /.5L E sLz-c7r0,v rr : SfgAna/6"EociZ' sr - FX-'A0 Z/C'e Co: 4(4P7 V H. BRUCE EDENS SCALE: " = j 0 ' DATE Y No. 162 B GREENWAY ENGINEERING AND SURVEYING CO., INC. t'�� �044�b v*L WINCHESTER, VIRGINIA 22601 TELEPHONE 6W-4186 SHEET eO of 2� �j o'e h h 0 I a LOT 97 -5// 0 3 Z / /N 0 NI n .V55 00 - 95 /O, 875'i i¢ssoo ' .9 1 10,9751 � S G 11\ �0 9 3 � of O � /g5 oO A-1 //a 03 z/" E I LOT f)Z O V 4 R O I o F,���vlEs ciRCCE 00 — tih' ioo-oo ' 1' — P o 35' Be,, O I — OIL-- I° o 105 0l� � 0 v to /0 p ' f O l h � Olo /Zsoo' Z O ' OVA/.0 >� i -oT /07 ,ow/A/W .? UffQ/v/S/O.1 oZ A r sEC)"'10.v rr :W4"iUEE D/..57',e/Gr - oxR4C4Ce1CX COe%l/>Y, 1XV61A11, 4 SCALE: / = 50 ' 1 DATE _>' i9, / 989 GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 VQ 'ld� 0� b • H. BRUCE EDENS No. 162 B SHEET z/ of zg S5 I Gor 15� ,S 780 56 39 E - zOCo.7�o' 7S. 00 ' 13/. 7(:2,' �oT w 9 7 0 9$ 96 �Ip /o, 975f p , /97j o lz� �h A=Z/.99; 7S 0 0 L e O YOS ROAD 15'0 o N� i 7 Z 9 �30I o S� s O o __ ku 0 /g,g57� N p o S 7,6 56" 39" E h � /3 S• o o ' 99 /5, 407f� 6� q� Q N1A4 0 o � N A'IA1146 S USO/✓/S/O.t/ PGA Y C4RZ /.5Z E"�EALTX per` sEcrlow NAIN�(/EE Dis r,CiC� - FREL�E,e/C� L"OUc/TY, Y/,eG/.(//�! o H. BRUCE EDENS a SCALE: / " = SO ' DATE 1,4'X1 X Y i 9, / 9B9 No. 162 B GREENWAY ENGINEERING AND SURVEYING CO., INC. �o¢� 0 svRvE WINCHESTER, VIRGINIA 22601 TELEPHONE %2-4186 SHEET 00 of Z� �o G E z- 8�03 - 0 61 I � oN � , le o a o %4 � fgZ.oS -q_Soo ZI' 3 N � '50 0 'f/ 0� 3o Fsu E T � A=Z/.off= s7z o R s- 14, s- Q /O3 �Ip /3,GG/� ��1n �•q'� ti i l rl1 0G. A///° 03' Z/ ""E G p00, 5 'oe. *IVA6 - -l4V M0/Y/S/QA/ fA! A T c TX � r � •- c� H. BRU ,PENS SCALE / " = SO ' DATE-/A.(/UA,2 Y /9, /989 NO �626 GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 e-3 Of �� i �,� o I S 0 zj �. 5 ` 7.5 Z 0 N\I�sa 1�Iv o 73 I / C O'r 7,57 I /g I O `� AA S 040 .33' 00 " 'kv O.C. ESMT �o //ZI.- o° Io io, 000� pi • �1 /I .;p /O, 000i i0' Oooy- hl -,t/ 'O¢° 33' O0 "E /0s 00' N 1157 ri) 0 /0' zoei mI�\ 04 p� /Z5 /S' \ n�►to 0 IO ON N N Q FIA14 c .s UB oiY1J10A1 ,0PLf,4 r C4RJL l.SC e A1e14Gy rj sE cr/O,v -zz- 5,q,4j't &6-e-O/.5,'.e/G> - F�EDE,e/C,C� COu�v>Y Y��PG/•v/q SCALE: /" = 50 DATE: JA,(/U.I,e)` GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 LF ��EkLTN 6A, - H. BRUCE EDENS 9 No. 162 B SHEET Z¢ of 24 ... o..A.... ti FINAL PLAT CARLISLE HEIGHTS SECTION III SHti�r.,EE DISTRICT ...................... FREDERICK COUNTY, VIRGINIA z .-sirE �59� QO�.e; gl � 5 9 CA,eC, c E i ,ter sec (n I � 1` h F LOCATION MAP =: CALE: /"= Z000 ' —J APPROVED B. Frederick County Sanitation Auth DATEJ:;a.46y Planning Commission Subdivision Administrator DATES DATE -�-- Va. Dept. of Transportati DATffJ,*R? OWNER'S CERTIFICATE The above and foregoing subdivision of the land of Charles C. Longerbeam and Elaine B. Longerbeam, as appears in the accompanying plats is with the consent and in accordance with the desires of the undersigned own s, proprietors, and trustees, if any. E DATE All property owners in Carlisle Heights are required to belong to the Carlisle Heights Home Owners Association. The association is the owner of all areas shown as common areas and the parking areas on the attached plats and is responsible for the maintenance of those areas. 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 Carlisle Heights is on file at the Fred- erick County Department of Planning and Development. SURVEYOR'S CERTIFICATE I hereby certify that the land contained in this subdivision is a portion of the land conveyed to Charles C. Longerbeam and Elaine B. Longerbeam, by Deed dated 21 September 1987, and recorded among the land records of Frederick County, Virginia in Deed Book 659 at Page 387. H. Bruce Edens, C.L.S. Total Area = 26.445 Acres J4A/UA,eY /9, /989 Area in Lots = 16.149 Acres Area in Street R/W = 3.816 Acres Area in Common Area = 6.480 Acres NOTE: 10' Utility & Drainage Easement reserved on each lot adjacent to all lot lines GREENWAY ENGINEERING AND SURVEYING CO., INC. //04 dAKE C G.4AIE WINCHESTER, VIRGINIA 22601 ��ALTtI p�, o� 1- 2 v N. BRUCE EDENS 9 No. 162 B a SURCV y� TELEPHONE 662-4186 �L SHEET / Of �7 1-2 N59025'00"W-369.21' �Q 2-3 A = 100.37' H t1 yy 3-4 N47°4310OW-110.0U' Na'e> 4-5 S23058124"W-89.53' 5-6 S43QU1'26"W-80.00' �p 6-7 N24 39'29"W-85.29' 7-8 N56009' 33"W-132.40' ® 8-9 S80°16127"W-213.70' 9-10 S83032106"W-123.09' 10-11 A = 117.87' v �� s{ `�� �� 1 1 -12 N57010' 41 "E-1 56.74' o • '.� ;Y�� r 12-13 S85027'00"E-323.33' �..�.'�,� 0- - 13-14 N04033100"E-125.00' 14-15 S85027'00"E-30.001 ' •� \ 15-16 SO4°33'UU'W-125.00' ion jog '� 16-17 S85027'00"E-160.00' 17-18 N69036149"E-105.83' 18-19 N05047'24"E-148.56' 1 9-20 A = 83. 71 ' 20-21 S11 °03' 21 "W-167.65' ,o 4?jeCS1 21 -22 N69036' 49"E-140 . 00' B 22-23 S7805639"E-80.00' Zi /z� 23-24 S 1 1 ° 03' 21 "W-85.00' 24-25 S16015' 53"E-189.42' c'--------------- .A D0T.SINAY 25-26 N43045'36"E-150.00' �0/16-27 A = 57.08' (4 �09 �3 / 27-28 S21 ° 38' 54"E-150.00' IT\_ _ �� iio 28-1 S44°05'48"W-248.72' I� A 1 '� // D = 115001'U1" R = 50.00' A = 100. 37' T =-78 . 51 ' �-- 1 Ch - N80 12 30 W-84.35 B ®- - D = 2U°09'33" 113 I - GB R = 335.00' A = 117.87' T = 59.55' Ch = N16032' 41 "W-1 17.26' C D = 19011'07" R = 250.001 /go ` A = 83. 71 ' T = 42.25' a /O Ch = N62055' 23"E-83.32' ,e D D = 65024'30" (I pa R = 50.00' A = 57.08' T = 32.10' Ch - S78056'39"E-54.03' COMMO AJ ,4 CA CARL /.SLC NE/GNTs �,,(3 SHAD✓EE D/STC'/Cy FeED/��C C061X r>-, v11zG1u1,4 H. BRUCE EDENS y SCALE: /"= Zoo' SATE �✓A�VUA2Y /9, /9B9 No. 162B GREENWAY ENGINEERING AND SURVEYING CO., INC. �'�' � ��� 8URVE��4 WINCHESTtH, VIRGINIA 22601 TELEPHONE 662-4186 SHEET Z of �. �� LOT CURVE DATA LOT DELTA RADIUS ARC TANGENT CHORD 120 07"39'41" 375.00' 50.14' 25.11' S1001745"E-50.11' 121 10041'43" 375.00' 710.00' 35.10' S19028'27"E--69.90' 122 10041'43" 375.U�' 70.00' 35.10' S30010'10"E-69.90' 123 11027'33" 375.00' -75.00' 37.63' S4101448"E-74.88' 125 9000011010" 25.00' 39.27' 25.00' SUl"58'34"E-35.35' 126 90000'0U" 25.0U' 39.27' 25.00' N8800'26"E-35.35' 140 90000'OU" 25.UU' 39.27' 25.UO' NU1058'34"W-35.35' 141 9U°00'UU" 25.UU' 39.27' 25.UO' N88001'26"E-35.35' 141 03003'26" 225.00' 12.01' 6.00' S48030'17"E-12.00' 142 16006'56" 225.UU' b3.29' 31.85' S58005'28"E-63.08' 143 16031'39" 225.00' 64.90' 32.68' S74024'46"E-64.68' 144 16"31'39" 225.00' 64.90' 32.68' N89003'35"E-64.58' 145 16°31'39" 225.00' 64.90' 32.68' N72031'56"E-64.68' 14b 16031'39" 225.00' 64.90' 32.68' N56000'17"E-64.68' 147 04043'02" 225.UU' 18.52 9.27' N45022'57"E-18.52' 148 48011'23" 25.00' 21.03' 11.18' N67007'07"E-20.41' 148 63056'11" 50.0U' 55.79' 31.20' N59014'43"E-52.94' 149 32044'09" 50.00' 28.57' 14.68' N10"54'34"E-28.18' 150 47011'52" 50.00' 41.19' 21.84' N52038'09"W-40.03' 151 33046'05" 5U.UU' 29.47' 15.18' S86052'53"W-29.04' 152 75009'48" 50.UU' v5.59' 38.48' S32024'57"W-60.99' 152 48011'23" 25.JO' 21.U3' 11.18' S18055'45"W-20.41' 153 03"16'27" 175.00' 10.00' 5.OU' S44039'4U"W-10.00' 154 4U°34'33" 175.00' 123.93' 64.69' S66035'10"W-121.36' 155 4U°34'33" 175.00' 123.93' 64.69' N72050'18"W-121.36' 156 U5034'29" 175.00, 17.03' 8.52' N49045'49"W-17.02' 156 90°U0'UO" 25.00' 39.27' 25.UO' NU1058'34"W-35.35' 158 10"41'43" 375.0p' 70.UU' 35.10' N37040'35"E-69.90' 159 U6056'14" 375.00' 45.41' 22.74' N28"51'31"E-45.39' 159 65022'33" 25.0U' 28.53' 16.U4' N58004'35"E-27.00' 159 32027'25" 5U.UU' 28.32' 14.55' N74032'09"E-27.95' 160 81000'2b" SU.UU' 70.69' 42.71' N17"48'14"r.-64.95' lbl 27022'12" 50.00' 23.88' 12.17' S28035'54"W-23.6b' 161 12°02'U2" 325.0uI b8.2b' 34.2b' S20055'49"W-68.13' 162 14018'50" 325.00' 81.19' 40.61' S34906'15"W-80.98' 163 U1045'4b" 325.Uj IU.UU' 5.00' S42008'33"W-10.0U' 164 90000'UU" 25.0u' 39.27' 25.OU' S W0 1'26"W-35.35' 165 36044'59" 110.00' 70'1.55' 36.54' N28036'U4'W-69.35' 165 65003'59" 25.OL)' 28.39' 15.45' N22018'25"E-26.89' 165 2203227" 50.Uq' 19'.67' 9.96' i443034'11"E-19.54' 166 65032'24" 5U.U0' 571.19' 32.19' N00028'14"W-54.13' 167 45050'12" 50.00'' 40_00' 21.14' N56009'33"W-38.94' 168 45050'12" 50.00' 40.00' 21.14' S78000'15"W-38.94' 169 45050'12" 510.00' 4U.OU' 21.14' S32010'U4"W-38.94' 170 48024'19" �O.UUj' 42.24' 22 47' S14057'12"E-41.00' 17U 38048'20" 25.00" 16.93' 8.80' S19045'12"E-16.61' 170 03039'13" 16U.00�' 10.20' 5.10 S02010'39"E-10.2U' CC/k VE 0.4 7-A e/SL E" A46-16 'S rBRUE 441 zXle6/.(//,4SCALE: DATE=GREENWAY ENGINEERING AND SURVEYING CO., INC.��04 SURV� WINCHESTER. VIRGINIA 2260' TELEPHONE662-4186 SHEET _? Of -� . 171 25"04'01" 16U.UU' 70.00' 35.57' S16032'16"E-69.44' 172 17054'18" 160.00' 50.00' 25.21' S38001'25"E-49.80" 173 90000'0U" 25.00' 39.27' 25.00' S01058'34"E-35.35' 174 90000,00" 25.0U' 3 9 . 2 7 ' 25.00' S88001'26"W-35.3`'' 176 16000'05" 325.00' 90.76' 45.68' N38058'32"W-90.47' 177 17025'22" 325.00' 98.83' 49.80' N22015'48"W--98.45' 178 U7005'13" 325.UO' 40.2U' 20.12' N1000031"W-40.1 CENTER LINE. STREET CURVE tj8vt!:# 12 45038'49" 310.00' 246.97' 130.46' S29"17'19"E-240.49' 13 40030'40" 350.00' 247.47' 129.16' S26043'14"E-242.35' 19 9U°OU'UU" 20U.U,O' 314.16' 200.00' N88001'26"E-282.84' 20 67°OU'00" 135.00' 157.86' 89.35' N13028'34"W-149.02' 21 28006'38" 350.U:O' 171.72' 87.62' N28058'07"E-1-70AW C U2 V ,5 OA 7"4 C,�1�ZC /SG E NEi�y�s .5 EC S//AIN.VEE D/S7'•Q/C> - FREDER/C.C� COCIX17-Y, YlPG/.t//.4 SCALE: DATE: GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 ��pLTN O�c, H. BRUL.-L EDENS y` No. 1G26 SHEET � of t E'UG E� E A./ d L' \51 o J �e 06 0 `30 6 Q \lj/ z u lky 0 0 / \ s 5¢ L D > orlu4L 3!/QO/Y15/0V PG A7' C W 1..SL E MC164otr.5 .56-C rZo,v -z2z' SCALE: i " = So ' 1 DATE: -4WX16A,e>- i9, /989 ft\ GREENWAY ENGINEERING AND SURVEYING CO., INC. //0-9 BA-eele elf//& k47 WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 H. BRUCE EDENS No. 1428 SHEET .5 of /-�' �N� lO .5 O 0 11 -- C-- -'e- fr00 �V O /30. 00 " Z6 ooTS -"AY FIA1,4L 5U4ffl401V1S, VA0" Inc .4 r C44OZ154 E NA"/GAfr-s se-Crrov -ZZ7- Sf14AOY.VEE' A0A5r 1Cr - ARE0C'C1 X C404IA17Y, YIW61 IM SCALE: / " = 50 ' DATE _ JA,(/1�,4,er i9, i9B9 GREENWAY ENGINEERING AND SURVEYING CO., INC. 1104 BACeZ 44AIE WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 r H. BRUCE EDEMS 3 f No. 162 8 0 k4o8URv��°� SHEET 6 of 14 0 o� o' \ y a � N � j 5�B - Sg6�5e3g r s E C T/o,c/ _ za.48' Nip \� L OT � /36 !V 137 o 1' i /Z, rf ono ° N) -- — — -- ao. 00'a -O0- — -- — -�-- "O ODRO" R04D --74,7'� --115�78 ' & q,L-w — 5 0 " R/1iY eo. 00 6 O.-OO ' B�% ©' 80. 0 O ' — �, " J�` N ono /Z7 Rio /ZS oio�Q /Z9 oio /30 oio i o /0,400j /O,g00� ° 10,400i0 10,400�k1 0 \ O � 4 �\ \1 V) v eo. 00 ' eo. oo ' a0.00 ' ao. 0 0' h --- -- A/ ¢658 .3 5v I-V - 20BB. /6' -- -- E C/G E/L/ E /c 67.2 O v6- f/A/AL s UAfO/✓/S/O.V 04,04r c4W1JZ E" NE"/G4041r.S .5Ecrlo.v ' zr fW,4"x&-e Dis reicr - "e4aroe1r-e Coe1AvrY, YieG/.yi,4 SCALE: / " = SO ' I DATE _-1,4A1.e/A.ey /9, /989 GREENWAY ENGINEERING AND SURVEYING CO., INC. 1104 45,4A e,C 4.4AIe WINCHESTER. VIRGINIA 22601 TELEPHONE 662-4186 H. BRUCE EDENS > No. 162E SHEET 7 of /� / SECT/O A/ i i d S gam' S8"3�" BS 0o' 136 �o � olh ol"�l 41 in N) 1 y� 85: Oo ' 8a.0o' N O �I /3 I olo ° nl /O,g o Oi 80.00 ' .4,C E.4 - `S EST /O/C/ Z , , 49500, c� 1N000R0leY R04 0 5 0, R /kv 8 0. 0 0 ' _ 35' e.ee_, Ni 13Z Q � /o,-i 00i O 0 �\ 10 Bo. oo ' A/ 4 G o 58 ' -3 g " /IV eo.00� /33 o I /O,g 00i O 80.00' E616 CAIC F. O R O YE E.SMT eo-oo- -- /O,,L00 �O \ eo.00' 16, F/A/,1L .5 Uf10/!i/5/0AI *vZAT C�4V 1546 ������� o��EpLTX Q�P . Je-6-7'10XI .In d •` 0 11.4tV�l/£E D/.S7.C/GT - AeCnCR1C ' COU.vrY, t�Ze6lX11,4 c� H. BRUCE EDENS SCALE: / " = 50 ' GATE : JAXUI/A,e Y i 9, / 989 No. 162E GREENWAY ENGINEERING AND SURVEYING CO., INC. L v� k47WINCHESTER. VIRGINIA 22601 TELEPHONE 662-4186 SHEET 8 of srero3 F O:CERTLFY THAT ON SEPTEMBER 27, 1996 I MADE AN ACCURATE SURVEY -OF THE PREMISES EON AND THAT THERE ARE NO EASEMENTS OR ENCROACHMENTS VISIBLE ON THE CROUND OTHER E SHOWN HEREON. DOES NOT PALL LN A FLOOD HAZARD ZONE. AT IS RECORDED IN DEED BOOK 716 AT PACE 822. BW B - � PG 0 341 LOT 175 IPF N 43001 ' 26"E 110.00' IPF Q 0 0 � 9.8' ? 9 C? 0 ® _ ml (STORY FRAME Q) W rn 0 ®ED lm ~ 0 to z FPOACH I- 38' BRt m .t IPF COT 174 ;„ 9, 766 A ELECT 910 ��� S BO% 1.41 9 '4c. •��� IPF IPF .. S 43001'26"W 85.00' Y1D AL RIRSTfMUJ� � DOTS WAY 1�00. Tass (50' (WIDE) 2 � v COT 174 SECTION III �i4to suRVEq CARL I SLE HEIGHTS SHAWNEE 0I5TRIET FREDERICK COUNTY, VIRGINIA RIDGEWOOD 6LDRS. / HILLYARD MOUSE LOCATION SURVEY r0krl:sEPT. 27,1996 FU STENAU SURVEYING : I" a 25' III SOUTH LOUDOUN STREET`��` WINCHESTER, VIRGINIA (540) 662-9323 TM.551-1-3-174 VIRGINIA: FREDERICK COUNTY, SCT. This instrument at writing w s produced to me on the r7-VE . day d and with corlllicate of acknowledgment thereto annexed was admitted to record. Tex Imposed by Sec. 58.54.1 of 58.54 have been paid, it assossabie. '} CLERK I S gG' S8".3--- "E 1 90.00' � NIo� 01 14CL EA/ C/96L E 50 , 615.00'�s �o o ~ ti olo o ol° /73 01 Q 0 N 9,7C,G� t(1I v cV )O.00 ' 95.00' 10 h 9,8 3 1'V Z O r N m 1NA�E' PACE pO — P ti N �oT Io I tT)�o `E' I 9,76 7j nl h i -90- 00 • 80. oo ' W � k/ 74� o I I /�O A /3 9 No CIO 9,7��� h of lO h 9,7r6�p�N a- -- � 5700, 80. 00' /vr'T7-T 1N00DR0Py ROAD R/w ,A-1,U4L -S &,6A01d/S/OA1 OGAr CXRZ /.5L e Mel6yr.S ,Yt -Crr0.v 2ZZ- 5Ae4?Y/vEEA0A57- 1C7- - ri.P6iv1A SCALE: /" = 50 ' 1 DATE /9, / 989 GREENWAY ENGINEERING AND SURVEYING CO., INC. //04 BA.0 E.e 4.44le WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4166 6.0 tl. H. BRUCE EDENJ �► No. 162 B SHEET 9 of /,:ix n�o,k/ C4� EA EA,QEA o A �, 0 /� �A5/ % ` CO 0 All SE S , 1 Z/ S 5 ti 0 160 o I S4770g3_ "00 I S gZ' I r� - �4 _ 6 �¢57j- QN �� NN /0,7ZOi QOIb, TN V`' IT) \ �� e � � 4� , • 1 1 h 9, 0 38 J 10 /C/4 6 58 30 • w QitQ p 4 g6 C 519 — 0io /�03 Q p ti61 OI h h h � iZ5.00' /t/46' S8'_34E `Y I 95.00' LoTi6¢ I I I �0� I f141,4[ csvte'oiyiS/cow RL.q r EALTtI SW 4w,UEE Dis reicr - F,eEoE�eir r Co�rrry Y�.e�iviA c SCALE : / " = 50 ' DATE: ✓14/c/l�4,e y H. BRUCE EDENS No. 1628 GREENWAY ENGINEERING AND SURVEYING CO., INC. t°� 0444 //04 0.4C0•4: G. 1V19 .6 WINCHESTER, VIRGINIA 22601 TELEPHONE662-4186 SHEET /0 of 14 - SECT/O,t/ N BO' /G ' 2 7 7B 95' /-3¢. 77' N se ooQs / 00 , As4a o' sa0' s? 3 3 E � ; y p 00 I 170Qi ti !� IN. tl- v ," P h �' -q2 �,9 ��� � "sue . 8 p I 0 1(9 �, 1�� oi� a rI b s G° 7'/ 3 I �� o o- o ' 0� , Z �o 0-5 y� �Zo oZ° o !I p� pT o 0 0 � 67 \ \ o ,0/ \ o Q 3 �0 3 \ � 5 I C-4 e1. L e A Gl6l-l/.S S��`- F,A1+TH pe, orI LAB WA 1/.UEE D/S y.2/C7 - F.eEDE.Q�C,C� COI�•�/rY YiPG/c//q o � [SCALE: DATE "' = 5o H. BRUCE EDENS a No. 162 B GREENWAY ENGINEERING AND SURVEYING CO., INC. t9� one //04 B.40CE.e 4.44/E / SURV�+� WINCHESTER, VIRGINIA 22601 TELEPHONE662-4!86 SHEET // of `'>� LO1 135 AIA14 L .S UB O/Y/.S10A1 RL.47- CWR415L C NE"/6N7--s -5 -crlo,v zzr sy.4WA16foisrelcr - SCALE: •/ " = 5-0 DATE: ✓A.c/�A2 y , � .� tt\ GREENWAY ENGINEERING AND SURVEYING CO., INC. //04 dAKdB G.4A109 WINCHESTER, VIRGINIA 22601 47TELEPHONE 662-4186 "J \ pLTN 2 • v H. BRUCE EDENS No. 162 B SHEET 12 of /g 4 p/✓1Mp'v c SECr/oN p�E 7 obo 7C ' C O;.�U i�\'(::� w =' 00 o n, 5 l9 ih 2 2 ti �IO ti go'�i"3 _ 40 zr ti y0.00 N O 3 Q � -113> 62 ire 56 01r 6- h O /50. oo ' �141 tj /S.3 /0,5m p� i� L/—V �Z� g0` Z7' pA- Gi ti B .A= /3 /. 9B , �'1 / • �y, � Off. 00 S " \►�� / /9 I LOT /gam I o�c\ , -1AJ,4e .5 U6 oiri.SiOV oL.4 y - G4A?Z15Z E" yE/G*4r40"7r5 J -Cr1ov-22Z- 5,VA/M.UE'ED/5>Z/C>-rze4ER/Ce COU.UTI� Y/.QG/kl1,4 SCALE: i" = So ' I DATE: /9, /f289 ft% GREENWAY ENGINEERING AND SURVEYING CO., INC. iiO4 e.arEc c.4AIe k47 WINCHESTER. VIRGINIA 22601 TELEPHONE 662-4186 (4r;c � H. BRUCE EDENS No. 162 B SHEET /3 of /g �MO iC/ A v � • ; ► 0 io 8O 0 �83�-3Z 06 "E �11 0 10,310 v0 I /v83'3Z_OZ ' E 130. B/• \ ° I Q tiQ ti I C /3z. /9' 10 In 0 1 vo 8¢, N L0 F/�C/�4L .SUMO/✓/S/O.(/ OLA7' Sf1AI'Y�t./EE'OdST�Q/C> - FiiPE'DIE,e/C,t' COU•(/`r'� ; /�/�G/.v�,4 v H. BRUCE EDENS SCALE /" = 50' GATE _-�AA/UAfy �9, / 989 W. 162B ft\ GREENWAY ENGINEERING AND SURVEYING CO., INC. �''•�d o¢� //04 BA a fX GA/t/C 8V WINCHESTER. VIRGINIA 22601 r TELEPHONE 662-4166 SHEET /-;g of /--7- FINAL PLAT CARLISLI HEIGHTS SECTION IV At%\i 1 1) 1 1 R 1 ( I .. . .... ............... FREDER ICK COI \ FY, - 5 7-6 A�GC Bl / It 5 9 CAeC, ( 1�� h F M,CALE /"=Z000' J :1I'I'ROVi Frederick County Saniritt ion-aritI)AFI.�,�,��� Planning Commissi((n-�-- -- - - I)A1I- I Ihdivision Administrat()r � �' DAII /d-q nept. of Trans port at i�� GtJ. �--I)A11 .Z/D//6'9 O 6N \ l R C I R 'I I I- I �' .1 11 The ahOve Ind t ()rep,O r 11 ', snhd i v �i s I _)n 'I f t 11e I ,rnd > f Char I ('s C . 1,ongerbeitm and I. 1 it ne R. l one,er1)eaTTI its rppears i n t he itccompit nv 1 np pl at s i s w i t h t he consent and In rIcc((rdanct- k i t h I ho (Ies i r(�s ()t t h(, undersi .,ned owner ICI priet urs, 111i1 t rnstees, i f rI, A l t propert *v (�wncrs i n CaI I Ls I Ila� I iIt s <rre rc(lu i red t o he I onp, to the Carl isle Heights Home Ot neI- s \ssociat ion. the <issociat ion is the owner of all areas shown as common areas and the parking areas on the attached plats and is iresponsihle for the maintenance of those areas. Al other rules �of the association are set forth in th(• restrictions and covenants attached hereto. A cope of the Final Master Development Plan for Carlisle Heights is on file at the Fred- erick County Department Of I'1iinning and Development. CFRT I FI t;ATF I hereby_ certify that the landcontairted in this subdivision is a portion of the land conve``ed to Charles C. I.ongerheam and FIaIn(, R. Longerbeam, by Deed dated -`l -;eptemher 1cW;7, and recorded among the land records of Frederick County, Virginii( in Deed Rook h7y at Page 387. —;?zIf. Bruce Fdens, C.I..�. -14AIU,4R Y Total Area = 48.359 Acres Area in Lots = 23.540 Acres Area in Street R/W = 5.369 Acres rUE Area in Common Area = 19.450 AcresNOTE: 10' Utility & Drainage Easement reserved on each lot adjacent to all lot lines GREENWAY ENGINEERING AND SURVEYING CO INC a1 c4 BAKE.0 LA.c/E •` �SURVS .. . 1- .IR61NIA 0 1 —, - 1.* SHEET of /d 1-2 N44005'48"E-248.72' Z 2-3 S49008'12"E-323.54' 3-4 S58022'16"W-189.42' ��. 4-5 S01034'46"E-189.42' Z 5-6 S32005'12"E-101.40' 6-7 N62006'20"W-144.70' I 7-8 S71059'05"W-217,74' I COMMON AREA 8-9 S49008'00"E-135.00' 9-10 A = 30.00' 1U-11 N8303U' 39"W-150.00' 11-12 S27030'23"E-167.98' \ Lti 12-13 S51059'38"W-160.00' 13-14 S4402851"W-114,71' 14-15 �A��NE 15-16 N43001'26"E-130.00, ���� 16-17 N4bo'58' 34"W-170.00' 'QW 6 &771 ®� A 17-18 S43001'26"W-130.00' ACRES I Zh 18-19 N46058' 34"W-95.00' �Q 19-20 N43001'26"E-186.21' 20-21 N89003'35"E-50.73' 21-22 N72031'56"E-104.92' 22-23 N56000'17"E-104.92' 23-34 N49029' 30"E-99.75' Z�� 24-25 N49029'30"E-109.42' 25-26 N01019'22"E-164.51' 26-27 S60057'47"W-145.27' 27-28 A = 20:58' MAY 28-1 N6U°57'47"E-141,10' D = 34022' 39" R = 5U.UJ' ps ®� WI I r6z / z6g A = 30.00 h g `I = 15.47 Ch = S23040' 41 "W-29.55' zG B — D = 23034141" \ R = 50.00' 6 A = 20.58' 137 T = 10.44 '/36 Ch = N60057'48"E-141 . 10' �'VOOO.eOf'Y .POAO F/it/AL SUIO/lam/.S/O.V PLAT COMMO/C/ .4, EMI CA R L 1.5 G E lg6-16 Nrs SEC7-10,,V Imo" -51-14WA.1EE D/.ST.P/C7- - COL111v7-Y, Y/,e O/.v/A SCALE: /" = Zoo ' DATE: -14AAIACK /f), /9B9 GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHES i tR, VIRGINIA 22601 TELEPHONE 662-4186 H. BRUCE EDENS 91 No. 162 B ' -2 SURV16w SHEET z or A8 1-2 S69"'39'33"E-330.00' 0 3-4 N710:33'55"W-202.67' 5-6 S17038'28"W-155.77' i 7-8 SJ6-P5'27"W-16Z.29' O 9-10 10-11 \-- 11-12 12-13 0 m13-14 14-15 pRA/AJA15-16 J�� �� l b- 1 7 17-18 18 -1 9 1 9 -20 20-21 22-23 23-l4 24-25 25-26 26-27 2 7 - 1 �41 I t40 \ AA 8 7 60 /0 0OZa/ \ 9 � I � a Iz� io z 9 I 4 � � 1 CO.tl,t7p 2-3 S06005'27"W-601.88' 4-5 S63"28'40"W-155.77' 6-7 S16011'13"E-174.30' 8-9 S83054'33"E-130.00' A=183.64' N38000'22"W-135.00' S44001'09"W-85.83' N47047'(:8"W-107,90' N73006'17"W-153.89' N49008'12"W-323.54' N34012'03"E-.183,03' N73050'10"E-145.45' N33033'24"W-l30:UL' A=97.72' N36015'25."F-165.51' S78056'39"E-41,)-7' N83024'07"E-266.02' N74015'26"E-102.40' N25021'09"W-160.00' A=29.28' A=64.61' A=107.08' N03038'35"W-191.98' A D = 39004'39" R = 269.25' A = 183.64' T = 9 5 . 5 5 ' Ch = S25037'47"W-180,10 B D = 111059'01" R = 50.00' A = 97.72' T = 74.10' Ch - N02014' 56"E-82 . 1 I►' C D = 67°05'50" R = 25.00' A = 29.28' 'r = 16.58' Ch = S81048'14"E-27.63' D D = 74002' 04" R = 50.00' A = 64.61' T = 37.70' Ch = S85"16'21"E-60.27' F D = 122042'25" R = 50.00' A = 64.61' T = 37.70' Ch 1;R5016'21"F-60.21' 1`1444L o ,4r CO "t/ OA/ AI EA SCALE: FDATE tt\ GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 k*47 TELEPHONE 662-4186 ��Ep,LTN O "r 41 c ` H. BRUCE EDENS 9i No. 162 B d�L. SURV���� SHEET -3 of /8 -OT CURVE DATA LOT DELTA RADIUS ARC TANGENT CHORD 181 900UU'OU" 25.UU' 39.27' 25.00' S01058'34"E-35.35' 182 90000,00" 25.00' 39.27' 25.00' N880U1'26"E-35.35' 187 98058'12" 25.00' 43.18' 29.26' N02030'32"E-38.01' 201 03027'U7" 250.00' 15.06' 7.53' N50"16'04"E-15.06' 202 16008'39" 250.00' 70.44' 35.46' N40028'12"E-70.21' 203 16"08'39" 25U.00' 70.43' 35.45' N24019'29"E-70.20' 204 33032'03" 200.00' 117.05' 60.26' S30054'37"W-115.3" 205 04019'00" 200.00' 15.07' 7.54' S49050'U8"W-15.06' 219 81001'48" 25.100' 35.36' 21.36' N87029'28"W-32.48' 221 98058'12" 25.00' 43.18' 29.26' NU2030'32"E-38.01' 233 09038'58" 319.25' 53.76' 26.95' N47010'10"E-53.70' 234 1403731" 319.25' 81.49' 40.97' N35001'56"E-81.27' 235 17056'49" 319.25' 100.0U' 50.41' N18044'46"E-99.59' 235 1U4051'13" 25.00' 45.75' 32.49' N62011'58"E-39.63' 236 71427'53" 25.100' 31.18' 17.98' N29038'3U"W-29.20' 24U 53051'29" 50.00' 47.UO' 25.40' N2005U'18"W-45.29' 241 4505U'12" 50.00' 40.00' 21.14' N70041'U8"W-38.94' 242 45050'12" 50.00' 40.00' 21.14' S63028'40"W-38.94' 243 45050'12" 50.00' 40.OU' 21.14' S17038'28"W-38.94' 244 59009'39" 50.00' 51.63' 28.38' S34051'28"E-49.36' 244 710031'44" 25.0U' 30.77' 17.68' S29010'25"E-28.87' 248 06049,'33" 269.25' 32.08' 16.06' S48034'52"W-32.06' 250 S1U°00'U0" -25.UO' 39.27' 25.OU' N83000'22"W--35.35' 251 48011'23" 25.00' 21.U3' 11.18' N13054'41"W-20.41' 251 58039'19" 50.00' 51.19' 28.09' N19008'39"W-48.98' 252 45°50'12"- 50.OU' 4U.UO' 21.14' N71023'-24"W-38.94' 253 57017'45" 5U.00' 50.00' 27.31' S57002'38"W-47.94' 254 57017'45" 50.00' 50.00' 27.31' S00015'U8"E-47.94' 255 57017145" 50.100' 50.00' 27.31' S57032'53"E-47.94' 255 48011'23" 25.00' 21.03' 11.18' S62006'03"E-2U.41' 256- 90000,00" 25.00' 39.27' 25.00' S06059'38"W-35.35' 259 90000,00" 2.5.00' 39.27' 25.010' N83000'22"W-35.35' 26U 32022'2U" 5U.00' 28.25' 14.51' N54011'32"W-27.88' 261 68045'18" 50.00' 60.00' 34.20' S75°14'39"W-56.46' 262 74029'43" 50.00' 65.00' 38.02' S30045'31"E-60.53' 2b3 40031'44" 50.00' 35.37' 18.46' S88016'14"E-34.63' 2b3 7U031'44," 25.UO' 3U.77' 17.68' S73016'14"E-28.87' 263 9U°00'00" 25.00' 39.27' 25.00' S06059'38"W-35.35' 267 81"01'48" 25.U0' 35.36' 21.36' N87029'28"W-32.48' CENTER LINE STREET CURVE. CURVE# 22 45054'11" 294.25' 235.74' 124.61' N29002'33"E-229.4" 23 36040'29" 225.UO' 144.02' 74.57' N33039'24"E-141.5-" S'rRE$T R!W 24 45054'11" ?69 25' ' 211�.71' 114.(12' N29002'33"F.-209.9- �A 7, o��tiALT�Otl'-- f� . H. BRUCE EDENS � SCALE: - - DATE: �A�iu�/zr ice, i989 No. 162E GREENWAY ENGINEERING AND SURVEYING CO., INC. SURVS WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 SHEET �l of / O v �U • =5 g' o ZIGS 7 ° o CO,tlt�lO.C/ � Q h .SECT/4L p „ 2 LOT /Bf 0/' Z 6 " !'V 1 , °o 183 0° i / /, 0 5 of �i l "1 O In /0 S 00 A/ g.3° o/' Z6 6- �l 50 ' ,e�`V ,rZESERYED 6 I FOR FUTU,QE STREET �O I ytih;� Z1 � o io N /OS 00 Al�Z-23'O/'ZG E GOT /3-5;z S' E C 7-'10'(1 � AYA14 L .S l/B O/Y/, IMI pLAT C4R,6154 C ,CIE'/IyT.S s6,C7,10 v z7" FIMWA46-f re4-AE,Q/C,e CO�/t/ Y Yi•PG/c/%4 SCALE: /" I DATE: -/4.(./&'4,e Y GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 0 TELEPHONE 662-4186 v H. BRUCE EDENS rr 14M 162 B SHEET S of /& 6`f '�f za --- -- sE�v/OE t i3o. oo ' �. Q , 1 A/ g3' O/' z 6 - E i G O 7" /B3 F/.cu,4L .sum oI✓isiov RZ,4 r C4RZ 15Z C AeeiCrA1rs sE-cr�ov..z�' A/ti/.UC4fo/ST.e/C1-F.CEDIE.e/l,C' G`OU�IlTI I//.QG/�l//q SCALE: /" = 5o , I DATE: .1,4AJ61 X K /9, /9B9 GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 l< �EALTN p ' K BRUCE EDENS NO.162B &�0 ' SHEET 6 of /B N I LOT 01.7 0 15.380 00 'zz"E" ti O � " V /35 OO 0 V I Flo Z/�o /O, a0 of 0 12::57 ' Z/7 /o, 900f ro Z/8 I oI N � � 0 Q0 N 5.3 4 Z� Go7- zoo Zo> 0/9 GOT /9Z S38' O_O' ZZ "E 0 pIo Ip /0' eoo_f o Io 9 c4Rt /.SL E Afe1lNr-s SCALE: / ' = 50 ' 1 DATE: -/A.(/UA.Z Y rM6iv1A ft% GREENWAY ENGINEERING AND SURVEYING CO., INC. \47 WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 /90 /o, eoo� K BRUCEEDENS No.1628 SHEET 7 of 16 W �O \ GOT Z/O \ ZO � O.C'A/.c/AG E EAS �t�IENT V I ,5' 38' 00 ' ZZ E �l 8o0i A01 1� \ �D,e,4/A1AGE O 0 ; EA9EMENr - 1 110 to Z/Z /0, BO0-1 \j 0 v ti ti K O Z/3 /o, 800f i� 714 0 /O, goof i Al 343 ° 00 0 0 " /'✓ GOT Z/5 O� ro of �I As Q V V N �h Lo LOT /9g y ' .S 38' 00 ' ZZ" E /3 5. 00, 10 /0,eo0j O I /.35. 00' /o, e0o i3 5 Oo ' /o,eoof .35.00 , 10 �9Z 0� l0 /o, goof OI /3500 AlAIAL . ICIAOIX1S/OA/ PL 4 > s�criov� S�/A/N.VEE D�t,S7'.e/lT - FREDER/� COU.(/TY, Y/LPG/.t//A SCALE: / " = 50 ' DATE: ✓4AIelA,eY GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 r� Z H. BRUCE EDENS No. 162 B SHEET B of /8 LOT Z06 ' IC/3B0 oo' Z0" Av io Z07 0� 0 0 � /3s.00' ° ZO8 o 0 W�p /o,eoo� b pi Q�� 20 /O, 50of /3 S 04 o � � N 135.00'_ 1538° 00' 0z" E v GOT Z// ES MT - - -/ " o� or Zoo ti .v38' 00' zz " `v /3 5. 00' io /9 9 o i /01 eoo�' �o o� 00' a1:3-5- / 98 of /0,eo0j 13 5 00' v /o, 800f �V1 o � of � 0 _ v /35 00, v I �o I /9<o of ,53&' 00 ' ZZ" E GOT /315 fI.V.4Z -f UfDAKI-f/0A/ PZ.4> C49ZI54 r AlElal4e* S sEC7ZO,v 217- SCALE _ / " = 50 ' DATE GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 c� H. BRUCE EDENS rs No. 162 B SHEET 9 of id do -z- ��./ 6A 5�E o 0 � s i Z co�� Al 3 8' O_O_" ZZ "" !N /3.9 g3' N 0 v Z05 /O, 79 7J, v h ZOO o /o, BOO of ti � ro -538' 00'ZZ"E cOr ZO 7 6GoP pE✓ Z %O 2�33y 9 � !joe Alf - oB ZOZ /3, 66o f .5'3B_' 00 ' ZZ "E /3-5 15' oKIA1,OL 5 U60/✓/.S/OA/ 04,4 Y CA?C /.S L C NF/Gy7 -05 .SEC7-10AI -ZVr" .TW.4i-► A&-, " 0/S T,C/C1 — SCALE: /" = 50 ' 1 DATE: -1,4X1UA,Z>' / t-N GREENWAY ENGINEERING AND SURVEYING CO., INC. V;07 WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 NIi '$EALTN 0-p H. BRUCE EVENS No.1628 SHEET /0 of /B LOT Z59 i MAY C/�l'C E ., Zy�00 Ol'� � z � '.5g. z 9 3•s 'A - 30. 77' O � �Ps Z6 3 N 3� /O,C.63f /z5 00' Zcof /o, Ooo' /Z5.OG /O, 0 00f11) l /z500" • 16 0co6 ( of o /0, 0oof of OI /25.00' ' /1/38' OO ' Zz " '*v I co> zG 7 L I0 GOT �,. I zz� 5' /3500" to ZZ5 °I /0, 80o 0 I I� N N t "1 224 /O, B003:r Z 23 /O, goof 35G `I o ZZ Z N 0 /0, 5 74� ap 0 v 9 5.00' I.V38'00 " Z Z rV LO T ZZ/ 0 V 0 .$*1A Z .3!/QG/Y/5/Ox1 PC.4r C 4RL/.5Z of Mom'16Mr-5 JNAr✓w�E oisT,t�rr -,rxeA x1cx covvrn,, -Y/.fG/.vi,4 SCALE: /'" = 50, DATE: ✓AAvU.q.ey /9 , /5'B9 GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4166 GOT 000 sALTii N. BRUCE EDENB ft 16Z 9 SHEET // of /8 i 0 V 0 I, Z�0,3� iro ►, �Gf� Z SOT v" — 0o o 69,09 • e 0 • ..c i 0�� � O It 5o ' zlry — o° "00� �/ g0,e 4�07' E Q ►\ _ �30 • SEW r �o /o0 0 XIAMZ JUQO/Y/.1/0V v4e,4r C. A?Z1,5Z 6 j,rE16yrs SECT/O" _ZVI- SCALE : / = 50 DATE _ ✓A,VUA,2Y ZCP 3 1 % eOT ti 1, Z6 it h /Y/A�G/it//A /9, /9B9 GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 LOT Z� 5 07£pLTN QA+� H. 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BRUCE EDENS s No. 1628 SHEET /3 of 46 s Q w Q 1 T�'n' LOT ° p547fo Z l r 'Lo 00 A= s5 �53 00 2 n" - ° 0. 103 00 00• q, 5a�a� `A ziO3' 0 GOT Ih 0 0 Lc /. g0 - 0_—'8 FIAMIC .SUED/N/.S/dAe /l 4 T C14A?Z/.SG or �1 Vr.$ S6-C77' OA/ Sf/,4/'lYA16T D15r,e1OY - AREDE.t/C.4f COUd/TY, YIW6/AIM SCALE: / " = _0 ' I DATE :✓A,(161,4,e),- /9 , /999 GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 ��ALTN 00" o c� H. BRUCE EDENS No. 162 B 0 SHEET /159 of /e �T ZEES C AREA S I I S 38' O_O " 00 "E I d 135. 00 $ Q � h Q /Z500 o N.t o /0, o0o f \� v N � Q o G Z 50 o o � NIA 13, G/Gf ti _p L100-00'ho 2 BL A)uctgF cbe CG E " 36 1 COT Z31.7 1 5,360 00_ zz " E /39. 5Z ►� 033 0 1, /0, aao f I o 'N N /35• oo ' �o n 03Z Oolz h Q� 35 00' �(1 h I� to to LOT Z30 i/A/-44 -1 !/AO/v1510AI A!,4T flIAIVA/ W OI97'elc.� - ,4CX4C4CX1CX fOU.t/Y'Y, i//.PGA11.4 SCALE: / " = 50 " 1 DATE t-1,4 1&',4,e r- 19, / 9B9 GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 0 TELEPHONE 662-4186 0 ti 0 v 0 N 0 0 N 0 v 0 N O v ALTx 16;� Z' N. WCE EDENS w Ma 16213 SHEET /S of /B ■o -'OT Z37 s 83 0 5¢"33 "E L OT zg� Z3<o h o o�m N 583 Sg'33"E \_ i� In �1 i 04 �6s��S NJ N� zz 8 � N yr ;'s-- 1� � /3 0. 0 0 ' �O�,, d �j . 40 .33NJ P I�u � o I/ 1p zv v4 �20� III CNK ZIJ L o6o A 4r16r r..5 .SEC7IOXI -ZL7- 4 Sy.4WA16'ELO/.S7R/C> - F.PE'A0 e16,e C041410i"y !IIIC6/.v/A o �• c� H. BRUCE EDENS 9 SCALE: / " So' DATE =JA• 1614Z ' /9, /91:519 No. 1628 ft\ GREENWAY ENGINEERING AND SURVEYING CO., INC. t��� �o�Qo BURv� %47WINCHESTER. VIRGINIA 22601 TELEPHONE W-4186 SHEER 165 of /B EAS T E,C Al F.e E ID ER / c.- p EIV C G 0 "r-l" E,C/T .S OG' 0 5' 0 7" JN - / 6; 0. 00 ' (50.00' 80.00' COT m 2P3 6 2p3 7 m LO> l �O Z39 91/ g 5� n1 9, /g5� ly)I e0. 00 ' 80_00 ' CN.q L 2`0Al ROAO B0..00' 0 O 1f) eOT \ 10 /O, g00� 01 In Iri it/OCv' O 5 ' Z7" E No,e T—�� F/-uAG .SUe o/Y1s/ou AZ,4; C.4A?z 5C 4' 40we1GAl/Tr5 sx/A"mrwAoly eic>-A'.ee-4re1ce coelxlrn v1,ea1,v1,4 SCALE: / " = 50' 1 DATE _ ✓.4k1U4.eY GREENWAY ENGINEERING AND SURVEYING CO., INC. WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 ��ALT$ p�"K� r H. . EDENS No. 1628 SHEET /7 of /B ��,e7N EAS7E.e.C/ F�EOE.e /G",C� .DEYEC OP,yE,C/T SO611 i/N /ZO. o o ' h1/t tij ti 040 -� / 3, 781,fr 05' 07" ,'V — ZZO. 00 _ /oo.00 Z � Z39 z38 n �6 /8, '! � a.400 - - Z r / /3, 53 5J 5 '0; 'oe III h Q 50.00 ti oo, / o.GL Go y 4 4 °���� Z /3, 3 4 7jr O� � S E710 / O X/ 38 AW44 .50'Bo1Y1s10A1 RZA7' EKW w.vEE OlS re/c> - F.eswc lc,e cOa v>y Y�•E'Gr v�.4 0 c� H. BRACE EDENS > SCALE: / " = SO ' DATE :%4.UU,I,ey /9, /989 N0. 162B GREENWAY ENGINEERING AND SAVEYING CO., INC. :��►d �Q�'� v� WINCHESTER, VIRGINIA 22601 TELEPHONE 662-4186 SHEET k3 of /8 BK716PG770 THIS DEED OF DEDICATION, made and dated this 19th day of June , 1989, by and between CHARLES C. LONGERBEAM and ELAINE B. LONGERBEAM, his wife, and HOWARD P. HORTON, parties of the first part, hereinafter called the DECLARANTS, whether one or more, and COUNTY OF FREDERICK, VIRGINIA, party of the second part. WHEREAS, the DECLARANTS are the owners in fee simple of the real estate shown on the attached plats drawn by H. Bruce Edens, C.L.S., dated January 19, 1989, known as CARLISLE HEIGHTS SECTION II, CARLISLE HEIGHTS SECTION III and CARLISLE HEIGHTS SECTION IV, being a portion of the real estate conveyed to Charles C. Longerbeam and Elaine B. Longerbeam, his wife, by Deed dated September 21, 1987, of record in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 659, at Page 387, an undivided one-half (1/2) interest in said real estate having been conveyed to Howard P. Horton by Deed dated the 26th day of May, 1989 of record in the aforesaid Clerk's Office in Deed Book 714, at Page 586; and WHEREAS, said real estate, as shown on the attached plats, has been subdivided into lots, and the attached plats show accurately the metes and bounds of the subdivided land, together with the dimensions of each lot thereof (and also show those certain Easements reserved for installation and maintenance of water and sewer facilities for said lots), and further show various public streets which shall constitute a portion of said development and further additions/lot owners shall become members of the Carlisle Heights Homeowners Association upon the same terms and conditions herein; and, WHEREAS, the DECLARANTS now desire to subdivide the same into lots as shown on the attached plats of CARLISLE HEIGHTS SECTION II, CARLISLE HEIGHTS SECTION III and CARLISLE HEIGHTS SECTION IV. The subdivision of said real estate, as it now appears on the attached plats, is with the free consent and in accordance with the desires of the undersigned DECLARANTS and the parties hereto further desire to subdivide the afore- said real estate in accordance with the provisions of "The Virginia Land Subdivision Act" as are applicable and in force and effect as of the date of execution of this Deed of Dedication. NOW, THEREFORE, THIS DEED OF DEDICATION WITNESSETH: That for and in consideration of the premises and the benefits which will accrue by reason of this Dedication, the DECLARANTS do hereby subdivide, grant and dedicate in fee simple all of that certain tract or parcel of land designated CARLISLE HEIGHTS SECTION II, CARLISLE HEIGHTS SECTION III and CARLISLE HEIGHTS SECTION IV lying and being situate in Shawnee Magisterial District, Frederick County, Virginia, and being more particularly described by the aforesaid plats of H. Bruce Edens, C.L.S., dated January 19, 1989, attached hereto and made a part hereof and by this reference incorporated herein as if set out in full. All of the lots shown on the plats attached hereto shall be subject to the following restrictions and covenants -2- i b°G7 2 and Articles which are covenants running with the land, and shall be binding upon all parties having any right, title and interest in and to the aforesaid lots of any part thereof, their heirs, successors and assigns, and shall inure to the benefit of each owner thereof. A R T I C L E I DEFINITIONS Section 1. "Association" shall mean and refer to Carlisle Heights Homeowners Association, a non -stock Virginia Corporation, its successors and assigns. Section 2. "Properties" shall mean and refer to that certain real property described on the attached plats as Open Space and such additions thereto as may hereafter be brought within the jurisdiction of the Corporation. Section 3. "Lot" shall mean and refer to any of the lots designated upon the plats of CARLISLE HEIGHTS, with the exception of the Open Space. Section 4. "Member" shall mean and refer to every person or entity who holds membership in the Association. Section 5. "Owner" shall mean and refer to the record owner, whether one or more persons or entities, of a fee simple title to any Lot which is a part of the Properties, including contract sellers, but excluding those having such -3- i opGi73 interest merely as security for the performance of an obligation. Section 6. "Declarants" shall mean and refer to Charles C. Longerbeam, Elaine B. Longerbeam and Howard P. Horton, their successors and assigns. A R T I C L E I I MEMBERSHIP Every person or entity who is a record owner of a fee or undivided fee interest in any Lot which is subject by convenants of record to assessments by the Association, includin contract sellers, shall be a member of the Association. The foregoing is not intended to include the persons or entities who hold an interest merely as security for the performance of an obligation. One membership per Lot. Membership shall be appurtenant to and may not be separated from ownership of any Lot which is subject to assessment by the Association. Owner- ship of such Lot shall be the sole qualification for membership. A R T I C L E I I I VOTING RIGHTS Each member of the Association shall have one vote for each Lot owned in which said Member shall hold the interest required for membership in Article II. When more. -than one. -4- =.716PG774 person holds such interest in any lot, all such persons shall be Members. The vote for such Lot shall be exercised as they among themselves determine, but in no event shall more than one vote be cast with respect to any Lot. BOARD OF DIRECTORS The affairs of the Association shall be managed by a Board of not less than three (3) directors, who must be members of the Association. The initial Board of Directors shall be appointed by the Association and serve until the first annual meeting following conveyance of the first Lot in the Properties; thereafter, the Board of Directors shall be elected by the Membership as determined in the By -Laws of the Association. A R T I C L E I V PROPERTY RIGHTS IN COMMON PROPERTIES Section 1. Members' Easements of Enjoyment: Every Member shall have a right and easement of enjoyment in and to the Open Space, specifically including but not limited to the rights of ingress and egress across the aforesaid Open Space and such easement shall be appurtenant to and shall pass with the title to every assessed Lot, subject to the following provisions: -5- BK7 1 6FG7 7 5 (a) The rights of the Association, in accordance with its Articles and By - Laws, to borrow money for the purpose of improving the aforesaid Open Space and in aid thereof to mortgage said property and the rights of such mortga- gee in said property shall be subordinate to the rights of the Homeowners hereunder. (b) The right of the Association to suspend the voting rights and the right to use of the Open Space by a Member for any period during which any assessment against his Lot remains unpaid; and for a period not to exceed thirty (30) days for any infraction of its published rules and regulations. (c) The rights of the Association to dedicate or transfer all or part of the Open Space to any public agency, authority, or utility for such purposes and subject to such conditions as may be agreed to by the Members. No such dedication or transfer shall be effective unless an instrument signed by Members entitled to cast two-thirds (2/3) of the votes has been recorded agreeing to such dedication or transfer, and unless written notice of the proposed action is sent to every Member not less than twenty-five (25) days nor more than fifty (50) days in advance. Section 2. Delegation of Use Any Member may delegate, in accordance with the By -Laws, his right of enjoyment to the Open Space to the members of his family, his tenants, or contract purchasers who reside on the property. Section 3. Title to the Open Space(s): The DECLARANTS hereby covenant for their heirs and assigns that they will convey fee simple title to the Open Space to the Association, prior to June 1, 1990. G T16PG776 A R T I C L E V COVENANTS FOR MAINTENANCE ASSESSMENTS FOR THE ASSOCIATION Section 1. Assessments: The DECLARANTS for each Lot own within the Properties, hereby covenant, and each Owner of any Lot by acceptance of a deed therefor, whether or not it shall be so expressed in any such deed or other conveyance, is deemed to covenant and agree to pay to the Association (1) annual assessments or charges, and (2) special assessments for capital improvements, such assessments to be fixed, established, and collected from time to time as hereinafter provided. The annual assessments and special assessments, together with such interest thereon and costs of collection thereof, as herein- after provided, shall be a charge on the land and shall be a continuing lien upon the property against which each such assessment is made. Each such assessment, together with such interest, costs and reasonable attorney's fee, shall also be the personal obligation of the person who was the Owner of such property at the time when the assessment fee was due. The personal obligation shall not pass to his successors in title unless expressly assumed by them. Section 2. Purpose of Assessments: The assessments levied by the Association shall be used exclusively for the purpose of promoting the recreation, health, safety and welfare of the residents in the Properties and, in particular, for the -7- BX716PG777 improvements and maintenance of the Properties, payment of real estate taxes, repairs, snow removal, and service and facilities devoted to this purpose and related to the use of and enjoyment of the.Open Space. Section 3. Basis and Maximum of Annual Assessments: Until January 1 of the year immediately following the conveyance of the first Lot to an Owner, the maximum annual assessment shall be Forty Dollars ($40.00) per year, per lot; (a) From and after June 1 of the year immediately following the conveyance of the first Lot to an.Owner, the maximum annual assessment per Lot may be increased above that set forth hereinabove by a vote of the Members for the next succeeding year and at the end of each year's period, for each succeeding period of one year., provided that any such change shall have the assent of two-thirds (2/3) of:the votes of Members who are voting in person or by proxy, at a meeting duly called for this purpose, written notice of which shall be sent to all Members not less than thirty (30) days nor more than sixty (60) days in advance of the meeting, setting forth the purpose of the meeting. The limitations hereof shall not apply to any change in the maximum and basis of the assessment under- taken as an incident to a merger or consolidation in which the Association is authorized to participate under its Articles of Incorporation. (b) After consideration of current maintenance costs and future needs of the Association, the Board of Directors may fix the annual assessments at an amount not in excess of the maximum. Section 4. Special Assessments for Capital Improvements: In addition to the annual assessments authorized r 5c716PG778 above, the Association may levy in any assessment year a special assessment applicable to that year only, for the purpose of defraying, in whole or in part, the cost of any construction or reconstruction, unexpected repair or replacement of a described capital improvement upon the.Open Space, including the necessary fixtures and personal property related thereto, provided that any such assessment shall have the assent of two-thirds (2/3) of the votes of the Members who are voting in person or by proxy at a meeting duly called for this purpose, written notice of which shall be sent to all Members not less than thirty (30) days nor more than sixty (60) days in advance of the meeting, setting forth the purpose of the meeting. Section 5. Uniform Rate of Assessment: Both annual and special assessments must be fixed at a uniform rate for all Lots, and may be collected on a monthly basis. Section 6. Quorum for any Action Authority Under Sections 3 and 4: At the first meeting called, as provided in Sections 3 and 4 hereof, the presence at the meeting of Members or of proxies entitled to cast sixty-seven percent (67%) of all votes shall constitute a quorum. If the required quorum is not forthcoming at any meeting, another meeting may be called, subject to the notice requirement set forth in Sections 3 and 4 and the required quorum at any such subsequent meeting shall be one-half (1/2) of the required quorum at the preceding meeting. 0K7 ! 6PG779 No such subsequent meeting shall be held more than sixty (60) days following the preceding meeting. Section 7. Date of Commencement of Annual Assessments: DUE DATE: The annual assessments provided for herein shall commence as to all Lots on the first day of the month following the conveyance of the Open Space. The first annual assessment shall be adjusted according to the number of months remaining in the calendar year. The Board of Directors shall fix the amount of the annual assessment against each Lot at least thirty (30) days in advance of each annual assessment period. Written notice of the annual assessment shall be sent to every Owner subject thereto. The due dates shall be established by the Board of Directors. The Association shall, upon demand at any time, furnish a certificate in writing signed by an officer of the Association, setting forth whether the assessments on a specified Lot have been paid. A reasonable charge may be made by the Board for the issuance of these certificates. Such certificates shall be conclusive evidence of payment of the assessment therein stated to have been paid. Section 8. Effect of Non -Payment of Assessments: Remedies of the Association: Any assessments which are not paid when due shall be delinquent. If the assessment is not paid within thirty (30) days after the due date, the assess- ment shall bear interest from the date of delinquency at the -10- BX7'1 �PG780 rate of twelve percent (12%) per annum, and the Association may bring an action at law against the Owner personally obligated to pay the same, or foreclose the lien against the property, and interest, costs and reasonable attorney's fees on any such action shall be added to the amount of such assessment. No.Owner may waive or otherwise escape liability for the assessments provided for herein by non-use of the Open Space or abandonment of his Lot. Section 9. Subordination of the Lien to Mortgages: The lien of the assessments provided for herein shall be subordinate to the lien of any mortgage or mortgages now or hereafter encumbering any Lot. Sale or transfer of any Lot shall not affect the assessment lien. However, the sale or transfer of any Lot which is subject to any mortgage, pursuant to a decree of foreclosure thereof, shall extinguish the lien of such assessments as to payments thereof which become due prior to such sale or transfer. No sale or transfers shall relieve such Lot from liability for any assessments thereafter becoming due from the lien thereof. Section 10. Exempt Property: The following property subject to this Declaration shall be exempt from the assessments created herein: (a) the Open Space; (b) all properties dedicated to and accepted by a local public authority; and (c) all properties owned by a charitable or nonprofit organization exempt from taxation by the laws of -11- BK716PG781 the State of Virginia. However, no residence occupied as a dwelling shall be exempt from these assessments. Section 11. Failure to Maintain Open Space: In the event that the Association, or its successors, shall fail to maintain the Open Space in reasonable order and condition, the County of Frederick may take such action as authorized by the Frederick County Zoning Ordinance. The Frederick County Zoning Ordinance is by this reference made a part hereof as if set out in full. A R T I C L E V I USE, RESTRICTIONS AND COVENANTS This Subdivision of lots for single family dwellings shall be subject to the following restrictions which are constituted covenants real to run with the land: 1. No building shall be located nearer than 35 feet to the front property line nor nearer than 10 feet to the side property lines of any Lot, unless a different distance is shown on the attached plats, in which event the building lines shown thereon shall govern. 2. Nothing but a single private dwelling or residence designed for the occupancy of one family shall be erected on any lot in this subdivision. The Lots shall be used for residential purposes only. Notwithstanding the foregoing, any lot may be used for structures or appurte- nances used in conjunction with telephone, cable television, electric power distri- bution and similar uses. 3. No dwelling may be erected or maintained on any of said Lots to have a ground floor space for ranch -type or single story homes of less than 1,400 square feet; two story -12- BK716'pG782 homes, or multilevel homes shall not have less than 1,000 square feet of main living area of first floor; split -foyer homes, cape cod homes and homes with one and one-half stories shall not have less than 1,000 square feet of main living area on first floor, exclusive of any portion thereof used for garage or for an outside porch; upper level of a split -foyer shall have not less than 1,000 square feet. 4. No outside privy or toilet may be con- structed or maintained on any of said Lots. 5. No trailers or temporary buildings shall be erected or maintained on any of said Lots. 6. No horse, cow, hog, goat, fowl or live- stock shall be kept or maintained on any of the Lots in this Subdivision. 7. No trucks or tractor -trailers may be parked on any Lot or street in this Subdivision. 8. No unlicensed, uninspected or inoperative motor vehicles shall be parked, kept or maintained on any Lot or street in this Subdivision. 9. No fence shall be located in the front yard of any dwelling or extend beyond a line corresponding with the front wall of the dwelling and extending to each side yard boundary. 10. DECLARANTS, Charles C. Longerbeam, Elaine B. Longerbeam and Howard P. Horton reserve the right to waive any or all of the covenants and restrictions con- tained herein except Restriction No. 2 as pertains to land use, and Restriction No. 3 as pertains to total finished space of dwellings. This right of waiver shall not affect the binding effect of the covenants and conditions upon any Lot. 11. DECLARANTS, Charles C. Longerbeam, Elaine B. Longerbeam.and Howard P. Horton further reserve the right alone to impose additional restrictive -13- BKT 1 6PG783 covenants and restrictions as to the sale and transfer of any Lot or Lots owned by them and such imposition shall not affect the binding effect of these provisions upon any other Lots. They specifically reserve the right to make provisions for adjustment to open spaces at any time before fifty-one percent (51%) of the Lots in Sections II, III and IV are sold. Invalidation of any one of the covenants or restrictions contained herein by judgment or court order shall in no wise affect any of the other provisions, which shall remain in full force and effect. The failure of the lot owners or the DECLARANTS to enforce any covenant or restriction shall not be deemed to be a waiver of the right to do so thereafter as to a default occurring prior or subsequent thereto. A R T I C L E V I I EASEMENTS Section 1. Sewer and Water Easements. The property dedicated hereby is subject to that certain easement or right of way designated Sanitary Sewer Easement/Utility Easement on the attached plats. The DECLARANTS do hereby grant and convey unto the Frederick County Sanitary Authority a perpetual right of way or easement over the aforesaid rights of way for the installation and maintenance of water and sewer lines and any related facility designated on the aforesaid plats as Sanitary Sewer Easement. Section 2. Surface Drainage Easement. The property dedicated hereby is subject to those certain easements or rights of way designated Drainage Easement on the aforesaid plats, for the purpose of surface water drainage easement. No -14- BKl16Pc184 structures of any kind which substantially impede or obstruct the flow or ponding of surface drainage water may be placed within said surface water drainage easements designated on the aforesaid attached plats. Said surface water drainage easements may not be altered or modified without the prior consent of the County of Frederick, and the DECLARANTS do hereby grant and convey unto the County of Frederick a perpetual right of way or easement over the aforesaid designated surface drainage easements for the purpose of so providing surface drainage. DECLARANTS do further agree that the County of Frederick shall be under no obligation to maintain such surface drainage easements, provided, however, that in the event the Association fails to maintain said surface drainage easements then, and in that event, the County of Frederick shall have the right to maintain the same and charge the Association pursuant to the provisions of ARTICLE V, Section II, hereinabove. Section 3. Reservations: The DECLARANTS reserve unto themselves, their successors or assigns, the right to erect, maintain, operate and replace underground and above ground telephone and electric light conduits, related equipment, and other facilities, sewer, gas, water and television lines and related equipment, and other utility equipment where such utility lines and equipment are now located and along the strip 10 ft. along the front and rear of each Lot and a 10 ft. -15- 6K7I6Pc185 strip centered on the side line of each adjoining Lot, and a 10 ft. strip along the boundary of all non -adjoining Lots and over the Open Space, as needed, provided that such easement shall not interfere with the use and enjoyment of the Open Space. Section 4. Reservation of Easement and Open Space(s): DECLARANTS reserve unto themselves, their successors or assigns, an easement of any width selected by DECLARANTS over and under the Open Space(s) herein conveyed, for the purposes of installation, maintenance and reconstruction of utilities and/ or drainage easements in the Open Space(s), provided that such easements shall not interfere with the use and enjoyment of the Open Space(s). A R T I C L E V I I I GENERAL PROVISIONS Section 1. Enforcement: The Association, its successors or assigns, or any Owner, shall have the right to enforce, by any proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens and charges now or hereafter imposed by the provisions of this Declaration. Failure by the Association, its successors or assigns, or by any Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. -16- BK%I6PG786 Section 2. Severability: Invalidation of any one of these covenants or restrictions by.judgment or court order shall in no way affect any other provision which shall remain in full force and effect. Section 3. Amendment: The covenants and restrictions of this Declaration shall run with the land and bind the land, and shall inure to the benefit of and be enforceable by the Association, or the Owner of any Lot subject tothis Declaration, their respective legal representatives, heirs, successors and assigns, for a term of thirty (30) years from the date this Declaration is recorded, after which time said covenants shall be automatically extended for successive periods of ten (10) years. The covenants and restrictions of this Declaration may be amended during the first thirty (30) year period by an instrument signed by not less than ninety percent (90%) of the Lot Owners, and thereafter, by an instru- ment signed by not less than seventy-five percent (75%) of the Lot Owners. Any amendment must be properly recorded. Section 4. Dissolution: Upon dissolution of the Association, other than incident to a merger or consolidation, the assets of the Association shall be dedicated to an appropriate public agency to be used for purposes similar to those for which the Association was created or for the general welfare of the residents of Carlisle Heights. In the event that such dedication is refused acceptance, the assets -17- BKl16PG787 shall be deemed vested in the members of the Association as tenants in common. The Dedication and Subdivision of the land as shown on the attached plats is with the free consent and in accordance with the desire of the undersigned DECLARANTS and Proprietors of the land being subdivided, and is in conformity with the provisions of "The Virginia Land Subdivision Act" as are applicable, together with the applicable ordinances and regulations of the governing body of the County of Frederick, Virginia. WITNESS the following signatures and seals: n;i 0 M-0 -A Oro • - i EAL ) EAL) COUNTY OF FREDERICK, VIRGINIA By: (SEAL) Elm STATE OF VIRGINIA AT Iff �G Q 1 �� U C. ! of Z'L')/) 7d)e5 to -wit: a Notary Public in and for the State and jurisdiction aforesaid, do hereby certify that CHARLES C. LONGERBEAM and ELAINE B. LONGERBEAM, his wife, whose names are signed to the foregoing Deed of Dedication dated the / y f day of 1989, have personally appeared before me and acknowledged the same in my State and jurisdiction aforesaid. GIVEN under my hand this M� +I day of 1989. My Commission expites NOTARY PUBLIC STATE OF VIRGINIA AT LARGE C' � 4 of 4J, ndlySlel( , to -wit: I, er", a Notary Public in and for the State and,jurisdiction.aforesaid, do hereby certify that HOWARD P. HORTON, whose name is signed to the foregoing Deed of Dedication dated the JC/_�A day of �'Jo 1989, has this day personally appeared before me and acknowledged the same in my State and jurisdiction aforesaid. I •:• GIVEN under my hand this % %� day of Ju /) ei , -19- Ba716PG789 My Commission expires Notary Public STATE OF VIRGINIA AT LARGE ouK of FYederic , to -wit: I, duke /t'. GakhLll , a Notary Public in and for the State and jurisdiction aforesaid, do hereby certify that C, / /�YKey who is [-)lanNi 4r 3)4,1-tV tar of the County of Frederick County, Virginia, whose name is signed to the foregoing Deed of Dedication dated the ;7Q f`1 day of -�U_rAhe , 1989, has personally appeared before me and acknowledged the same in my jurisdiction aforesaid. GIVEN under my hand this day of a 1989. My Commission expires SQ,�t��,� Notary Public -20- COMMONWEALTH of VIRGINIA RAY D. PETHTEL COMMISSIONER Mrs. Joan Fine 44 South Cameron Street Winchester, VA 22601 Dear Mrs. Fine: DEPARTMENT OF TRANSPORTATION P. O. BOX 278 EDINBURG, 22824 June 24, 1992 WILLIAM H. BUSHMAN RESIDENT ENGINEER TELE (703) 984-4133 FAX (703) 984-9761 Ref: Carlisle Heights Subdivision Route 656 Frederick County This is to follow-up on our telephone conversation this date concerning the referenced development. As I said the 60" concrete culvert installed at approximate Station 13+45, Woodrow Road, will be acceptable by the Department in its present location. If you have any questions or if I can be of further assistance in this regard, please let me know. Sincerely, William H. Bushman Trans. Ass't. Res. Engineer b. e UL' 6� By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/rf xc: Mr. D. W. Hawkins Mr. R. W. Watkins Ms. Elaine Longerbeam C O M TRANSPORTATION FOR THE 21 ST CENTURY DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN RESIDENT ENGINEER COMMISSIONER TELE (703) 984-4133 June 2, 1992 FAX (703) 984-9761 Mr. W. Wayne Miller, Subd. Admin. Ref: Carlisle Heights Dept. of Planning & Development Sections I & II 9 Court Square Route 656 P. O. Box 601 Frederick County Winchester, VA 22601 Dear Wayne: This is to advise the addition assembly for the section of road listed in the resolution dated December 12, 1991 has been forwarded for processing. Sincerely, William H. Bushman Trans. Resident Engineer 6?01�UZ4 649194�— By: Robert B. Childress Hwy. Permits & Subd. Specialist Sr. RBC/rf xc: Mr. D. W. Hawkins Mr. C. C. Longerbeam TRANSPORTATION FOR THE 21 ST CENTURY L � 3 MAY 1 21992 � °fe COMMONWEALTH of 'VIRGINIA. DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER April 30, 1992 Mr. W. Wayne Miller, Zoning Administrator Fred. Co. Dept. of Planning & Development 9 North Loudoun Street P. O. Box 601 Winchester, VA 22061 Dear Wayne: WILLIAM H. BUSHMAN RESIDENT ENGINEER TELE(703)984-4133 FAX (703) 984-9761 INA Ref: Carlisle Heights Subd. Sections I & II Route 656 Frederick County We are in recip our resolution and package for the addition of several streets within the referenced development. ,ill the information submitted appears to be in order. We have also received over the last several months the as -built site plans from Dove & Associates and quitclaimermits from Potomac Edison Company. Unfortunately, as you know, the original target date of May 1, 1992 for addition of the streets now cannot be met due to missing information. The following is a list of items which are still needed prior to addition. 1. Signed permits covering all utilities to occupy or cross the right-of-way and quitclaiming any prior rights from the Frederick County Sanitation Authority, C & P Telephone, Adelphia Cable and' Shenandoah Gas Company. 2. A fee to cover maintenance of the 'streets involved from the addition date until the end of our fiscal year. The amount will need to be determined once the new addition date is established. 3. A bond to guarantee workmanship, performance of materials in the amount of $21,000.00 for a period of one (1) year from the date of acceptance. 4. An additional bond in the amount of $27,500.00 to cover the uncertified pavement mixes which were placed on Woodrow Road and Emily Lane and any possible damages to the right-of-way which may result from a possible sink hole at approximate Station 6+75, Elaine Drive. TRANSPORTATION FOR THE 21 ST CENTURY Mr. W. Wayne Miler April 30, 1992 Page 2 5. Also, a regret to inform you since the time we told the developer the streets were eligible for addition, several areas of the rights -of -way have been damaged due to the elements and individual lot developers. These areas will need to be addressed before we can proceed with addition of the streets. Through copy of this letter to the developer I am apprising him of the situation and letting him know we are available for another walk through. Since an additional walk through is now warranted, we feel it is necessary to recoup our costs for this inspection. This charge can be billed to the developer on an accounts receivable basis. Should you have any questions concerning the above, please let me know. Sincerely, William H. Bushman Trans. Resident Engineer Y .0 Z$. C414 4A� By: Robert B. Childress Hwy. Permits & Subd. Specialist Sr. RBC/rf xc: Mr. D. W. Hawkins Mr. H. Ed Strawsnyder Mr. Charles Longerbeam h�i h �z�hlt MN�. COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER RESIDENT ENGINEER April 21, 1992 Mr. Charles Longerbeam Ref: Carlisle Heights Subdivision P. O. Box 528 Route 656 Berryville, VA 22611 Frederick County Dear Mr. Longerbeam: Per our telephone conversation this morning enclosed you will find a copy of our guidelines for lighting by permit on the State's right-of-way. Although none of the streets in Carlisle Heights are yet in the State Secondary Road System, any lighting must be installed in accordance with these guidelines so future addition of the streets is possible. Should you have any questions or if we can be of further assistance, please let me know. Sincerely, William H. Bushman Trans. Resident Engineer Q�uz Z. W01�- By: Robert B. Childress Hwy. Permits & Subd. Specialist Sr. RBC/rf Enclosures xc: Mr. R. W. Watkins C©MM NIVE�"iLT'H of VIRCINIA RAY 0. PETHTEL COMMISSIONER Mrs. Elaine Longerbeam P. 0. Box 328 Berryville, VA 22611 Dear Mrs. Longerbeam: DEPARTMENT OF TRANSPORTATION R 0. BOX 278 EDINBURG, 22824 (703) 984-4133 May 14, 1991 LJ MAY 1 6 !991 �L WILLIAM H. BUSHMAN RESIDENT ENGINEER Ref: Carlisle Heights Subdivision Section III Route 656 Frederick County This is to follow-up on our meeting of May 13, 1991 to review an existing 36" culvert placed under Woodrow Road adjacent to Lot No. 129. With the location of the culvert you questioned whether or not a standard private entrance could be installed to serve this lot. meter reviewing the situation I see no reason why an entrance cannot be installed just east of the pipe. Furthermore, we have no objection to the entrance being installed within the adjacent drainage easement as long as an adequately- sized culvert is placed under the entrance to accor Tiodate surface drainage. we also discussed the possibility of installing a drop inlet with additional culverts in order to fill the front of the lot. As I indicated this would c.e rtainly iTprove the lot and I would appreciate the oprr7rtLinit`: to review this location with your engineer should you elect to go this route. Should you have any questions or if I can be of anv further assistance, please give r^p- a call. HIVy . RBC rf V xc : Mr. R . t� . Watkins Mr . D . W . Hawkins Sincerely, William H . Bushman Trans. Resident Engineer By: Robert B. Childress Permits & Suhd. Sic. Senior TRANSPORTATICN =OR THE 21 ST CENTURY it V) MAY - 61991 L COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION" P. 0. BOX 278 22824 RAY D. PETHTEL EDINBURG,WILLIAM H. BUSHMAN COMMISSIONER ( 703 ) 984-4133 RESIDENT ENGINEER May 1, 1991 Mr. Charles C. Longerbeam Ref: Carlisle Heights Subdivision P. O. Box 528 Section II Berryville, VA 22611 Route 656 Frederick County Dear Mr. Longerbeam: I am writing in response to a copy of a letter from Mr. John G. Whitacre of the Frederick County Sanitation Authority (copy attached) concerning an erosion problem within the referenced development which has exposed a sanitary sewer lateral. As you are aware, the originally approved site plans specified installing paved ditches in the area in question. However, as you requested, because of the potential for Lot 90 being filled for development purposes we did not require its placement at the time of roadway construction, but we further advised if the lot was not filled at the time of acceptance of Lloyd's Road into the State's Secondary Road System the ditch would in fact need to be installed as originally planned. You were advised of this matter by letter from this office dated July 23, 1990 of which I am enclosing a copy for your reference. I have reviewed the location personally and I am in complete agreement with Mr. Whitacre's assessment of the situation. Furthermore, it appears if additional erosion occurs the structural integrity of the roadway could be seriously affected, thus causing a major hazard to the traveling public. To this end I would strongly suggest .you take immediate steps to correct the problem to avoid any further damages. Should you have any questions concerning the above, please give me a call. Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/rf Enclosures xc: Mr. D. W. Hawkins Mr. John Whitacre Mr. R. W. Watkins C. A. Webb & Sons, Inc. ANS°0�`--iO.N -0 Q ,-uc 21 ST CEF!--URY COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER ( 703 ) 984-4133 RESIDENT ENGINEER July 23, 1990 Mr. Charles Longerbeam Ref: Carlisle Heights Subdivision P. O. Box 528 Section II Berryville, VA 22611 Route 656 Frederick County Dear Mr. Longerbeam: As requested by your contractor, C. A. Webb & Sons, Inc., we have made an on site inspection of the above referenced project on July 19, 1990. It appears the rights -of -ways within this section have been constructed in accordance with the approved plans. However, the following list of items will need to be addressed before the streets are eligible for acceptance into the State's Secondary Road System. 1. Serving a minimum public service of three (3) occupied dwellings per street. 2. Standard GR-2 will be required at the end of both Likens Way (west end) and Frances Circle as detailed on the attached sketches. 3. Because of the potential for Lot #90 being filled for development purposes the proposed paved ditch at Station 8+60, Lloyds Road, (north side) will not be required at this time. However, if the lot is not filled at the time of acceptance the ditch will be installed as originally recommended. 4. Several sub -standard private entrances were noticed. These entrances will need to be either adjusted and/or removed and replaced in accordance with the enclosed PE-1 specification. 5. Damage to the right-of-way by individual lot developers is occurring at an alarming rate. As the developer it would be to your advantage to advise these people about our requirements so any further damages can be avoided. Once these items have been addressed please contact this office so we may perform a final inspection. Please be advised the streets are to be maintained in their present condition until time of acceptance. Should you have any questions, do not hesitate to call. Sincerely, W. H. Bushman Resident Engineer %/ 6a,,d 4. C� By: Robert B. Childress RBC/rf Hwy. Permits & Subd. Spec. Senior Attachments - xc: Mr. R. L. Moore, Mr. F. E. WWymerAAON�R4 ,ggMr.1RR.eW. Watkins, C. A. Webb & Sons, Inc. fRNSPOeR�ATf?1ST CENTURY 1 1 f��YP11 TY%H�'� COMMONWEALTH of VIRQINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER (703) 984-4133 October 3, 1990 WILLIAM H. BUSHMAN RESIDENT ENGINEER Mr. Charles Longerbeam Ref: Carlisle Heights Subdivision P. O. Box 528 Route 656 Berryville, VA 22611 Frederick County Dear Mr. Longerbeam: We have been requested by your contractor, C. A. Webb & Sons, Inc., to write you concerning the 60" concrete culvert installed at approximate Station 13+45, Woodrow Road in the above referenced development. Although the pipe was not installed in the exact location as detailed on the approved subdivision site plan it appears to be functioning properly. Therefore, we have no objections to its present location. Should you have any questions concerning the above, please give me a call. Sincerely, William H. Bushman Transp. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/rf xc: Mr. F. E. Wymer Mr. R. W. Watkins C. A. Webb & Sons, Inc. OCT I ".,I TRANSPORTATION FOR THE 21 ST CENTURY COMMONWEALTH of V1RQ1NJA RAY D. PETHTEL COMMISSIONER Mr. Charles Longerbeam P. O. Box 528 Berryville, VA 22611 Dear Mr. Longerbeam: DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 EDINBURG, 22824 WILLIAM H. BUSHMAN (703) 984-4133 RESIDENT ENGINEER July 27, 1990 Ref: Carlisle Heights Subdivision Section III Route 656 Frederick Countv As requested by your contractor, C. A. Webb & Sons, Inc., we have made an on site inspection of the above referenced project on July 25, 1990. It appears the right-of-ways within this section have been constructed in accordance with the approved plans. However, the following list of items will need to be addressed before the streets are eligible for acceptance into the State Secondary Road System. 1. Serving a minimum public service of three (3) occupied dwellings per street. 2. The streets would have to be accessible from an existing State maintained roadway. Simply stated the entire length of Woodrow Road to Route 656 would have to be brought into the System also. 3. It appears standard GR-2 guardrail will be required at both right and left of Stations 13+50 and 24+00, Woodrow Road. However, it will not be required at this time because of the potential for lots in these areas to be filled for development purposes. However, if these lots are not filled at the time of acceptance the guardrail will be installed to the satisfaction of the Virginia Department of Transportation. 4. Standard GR-2 guardrail will be required at the end of the Dot's Wav cul-de-sac as originally recommended. 5. The electrical utilitv service stubs within the Dot's Wav ditch line are to be relocated out of the right-of-way. Once these items have been addressed, please contact this office so we may perform a final inspection. Please be advised the streets are to be maintained in their present condition until time of acceptance. Again, I would like to take this opportunity to remind you damage to the right-of-way_ in Section II is still occurring by the individual lot developers. As the developer, it would be to your advantage to advise these contractors of our requirements so any further damages can be avoided. �%SPC;_="'CN FCR "-4E: 21ST CENTURY Mr. Charles Longerbeam July 27, 1990 Page 7#2 For your use I have enclosed a copy of information needed prior to acceptance of subdivision streets into the State's Secondary Road System. Should you have any questions concerning the above, please do not hesitate to contact me. Sincerely, W. H. Bushman Resident Engineer By: Robert B. Childress Hwv. Perruts & Subd. Spec. Senior RBC / rf Enclosures xc: Mr. R. L. Mcore ",Ir. F . E . [vvr,er �lr. R. W. Watkins C. A. Webb & Sons, Inc. Dove & associates COUNTY of FREDERICK John R. Riley, Jr. County Administrator 703/665-5666 FAX: 703 / 667-0370 December 4, 1989 Mr. Charles C. Longerbeam P.O. Box 528 Berryville, Virginia 22611 Dear Mr. Longerbeam: I recently inspected a portion of Carlisle Heights Subdivision in the company of Mr. Harrington Smith, Shawnee District Supervisor and Mr. Walt Cunningham who represents the Greenwood Volunteer Fire Company. We observed that several single family dwellings are under construction and nearing completion but the streets near these homes are in very bad condition. We realize that weather and availability of materials limits your capability to complete these streets at this time of year. Our concern centers around the public safety aspect of this situation. I respectfully request that you bring these streets up to a standard that will insure unrestricted access of fire and rescue equipment before any people are allowed to move into these homes. I have instructed the building official not to issue certificates of occupancy for these homes until this access is provided. I do not wish to infringe upon your construction efforts but we must address public safety as a top priority. Your consideration and cooperation is appreciated. If you have any questions, please get in touch. Si jely,_ John R. Riley, Jr. County Administrator JRR/slk cc: Kenneth Coffelt, Building Official Harrington Smith, Shawnee District Supervisor Walt Cunningham, Greenwood V.F.C. Representative 9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 LAW OFFICES SWIFT & BUCHBAUER, P. C. 215 SHARP STREET WINCHESTER,VIRGINIA 22601 DOUGLAS M. SWIFT, JR. POST OFFICE BOX 242 AREA CODE 703 PETER W. BUCHBAUER TELEPHONE 662-0003 June 16, 1989 Mr. Kris Tierney Frederick County Planning and Development ""� 9 Court Square '� PT OF PLANNINGoENT �I � ��l;) ��.VELO, 4tENT Winchester, Virginia 22601 rib �� t ' RE: Carlisle Heights m �tly✓''� Our File No. 8,143 Dear Kris: Enclosed herewith are drafts of a Deed of Dedication of Carlisle Heights Section I and.a Deed of Dedication of Carlisle Heights Section II -IV for your review. Please let me know if you need anything further at this time. Yours very sincerely, Douglas M. Swift, Jr. DMS/slm Enclosures cc: Mr. and Mrs. Charles Longerbeam LAW OFFICES SWIFT & BUCHBAUER, P. C. 215 SHARP STREET WINCHESTER,VIRGINIA 22601 DOUGLAS M. SWIFT, JR. POST OFFICE BOX 242 PETER W. BUCHBAUER June 16, 1989 AREA CODE 703 TELEPHONE 662-0003 Mr. Kris Tierney, Frederick County Planning and Development o ` �,E Pz.a,�V£LOFMEINT C�1!��^ `PT 9 Court Square DEPT. �� VT Winchester, Virginia 22601�. RE: Carlisle Heights Our File No. 8,143 Dear Kris: Enclosed herewith are drafts of a Deed of Dedication of Carlisle Heights Section I and a Deed of Dedication of Carlisle Heights Section II -IV for your review. Please let me know if you need anything further at this time. Yours very sincerely, cq;�� 1a1 . Douglas M. Swift, Jr. DMS/slur Enclosures cc: Mr. and Mrs. Charles Longerbeam r M ��J Farmers and Merchants National Bank 115 NORTH CAMERON STREET / P.O. BOX 2800 / WINCHESTER, VIRGINIA 22601 / 703-665-4200 IRREVOCABLE LETTER OF CREDIT Date: June 19, 1989 Number: 221 Amount: $450,000.00 Expiration: June 19, 1990 To: County of Frederick In connection with Frederick County's approval of a subdivision plat for Charles C. Longerbeam, Elaine B. Longerbeam and Howard P. Horton, the Farmers and Merchants National Bank issues to the County of Frederick Irrevocable Letter of Credit #221, under the following conditions: If the County certifies in writing to the issuer that Charles C. Longerbeam, Elaine B. Longerbeam and Howard P. Horton has failed to complete in a workmanlike manner all public utility facilites including, but not limited to, water, sewer and streets, as required by the Subdivision Ordinance, Chapter 18 of the Frederick County Code (2/13/74) as. amended, and according to the approved subdivision plat entitled Carlisle Heights, dated January 19, 1989, and approved plans dated 6��9 and identified as -�';ra 1 P),-%.,4 , by Greenway Engineering and Surveying Company, Inc. after the County's written notice to Charles C. Longerbeam, Elaine B. Longerbeam and Howard P. Horton of their failure, Farmers and Merchants National Bank shall honor the County's sight drafts, accompanied by the certificate and shall pay the County the sum of $450,000.00 stated by the County as necessary to complete the facilities. This Letter of Credit shall extend until June 19, 1990 or until such earlier date as the County issues to Charles C. Longerbeam, Elaine B. Longerbeam and Howard P. Horton a letter accepting as complete these public utility improvements. This Letter of Credit shall be binding on the successors and assigns of the Bank and Charles C. Longerbeam, Elaine B. Longerbeam and Howard P. Horton. DATE: June 19, 1989 FARMERS AND 7RCHANTS N IONAL BANK BY: , F1 yd McWilliams SENIOR VICE PRESIDENT Date: C. A. WEBB & SONS, INC. GENERAL CONTRACTORS LIGHT COMMERCIAL & CUSTOM CONTRACTING 15 FIRST STREET • BERRYVILLE, VIRGINIA 22611 PHONE: (703) 955-4300 VIRGINIA STATE REGISTERED *9269 C.C. Longerbeam Berryville, VA Re: Draw #3 Carlisle Heights Winchester, Virginia June 15, 1989 INVOICE Section 2 - Work completed to date ......................$433,464 (Including labor and material) Less payment - Draw # 1..................... 150,000 Less payment - Draw # 2..................... 95,000 BALANCE DUE ................................. 188,464 Section 1 - Work Completed .............................. 46,600 (As required in order to complete work in Section 2.) 1. Removal of topsoil; 2. Clearing, grubbing townhouse section; 3. Cost of bringing road to subgrade; 4. One piece sewer line and manhole to keep from going back and digging up main road again; 5. Extra valves in water line, extra thrust blocks; 6. Fire hydrants stubbing lines across roads. Contract Change Order #1...................... ...... . 1,800 (Installation of 60' 6" ductile iron pipe, 2 couplings and backfill) TOTAL AMOUNT DUE AND PAYABLE ON OR BEFORE JUNE 20, 1989...........................................$236,864 fropwial Page No. of Pag.. F C. A. WEBB & SONS, INC. GENERAL CONTRACTOR 15 FIRST STREET BERRYVILLE, VIRGINIA 22611 Virginia State Registered #9269 703/955-4300 PROPOSAL SUBMITTED TO PHONE DATE C. C. Longerbeam 955-2566 March 27, 1989 STREET JOB NAME Carlisle Heights --Section 2-Lots 1 thru 1.17 CITY. STATE AND ZIP CODE JOB LOCATION Berryville, Virginia Routes 65P & 656, Frederick County, Virginia AfCQT=tY- Engineer DATE OF PLANS JOB PHONE Gfeeenway & Dove 11/17/87., Rev. ;/i6/83, 10/7/88, 3./24/89 662-5335 We hereby submit specifications and estimates for: (according to su rii t tec cravings 1. Mob i14.zatiotl 2. Erosion Control 3. Clearing roads, utility lines 4. Strip topsoil and store on site 5. Excavation of roadways and associated areas 6. Sanitary sewer laterals 5' inside lot lines 7. Sanitary sewer structures S. Water Main 9. Water services 5' inside lot lines 10. Storm sewer 11. Paved ditches 12. Fine grading 13. Stone base 14. Prime and double seal 15. Asphalt 16. Replace topsoil 17. Seed road side right eway and utility right away 18. Curb and gutter. EXCLUSIONS: Rock; engineering (layout and stakeout); soil testing,; under -cutting below subgrade; off -side disposal of surplus and unsuitable materials; removal of trash or debris from other trades; removal, handling or disposal of hazardous waste material; excavation or backfill for any underground electric, telephone, gas, or cable TV. NOTHi No as-bui.lts will be furnished by this contractor upon completion of job. 19P frapaile hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: Eight hundred ninety-four thousand dollars ($ '94,000 ). Payment to be made as follows: All material is guaranteed to be as specified. All work to be completed in a workmanlike AUthOrize manner according to standard practices. Any alteration or deviation from above specifica• Signature lions involving extra costs will be executed only upon written orders. and will become an extra charge over and above the estimate. All agreements contingent upon strikes. accidents or delays beyond our control. Owner to carry fire. tornado and other necessary insurance. Note: This propog'al may be Our workers are fully covered by Workmen's Compensation Insurance. withdrawn by us if not accepted within days. Arreptanrr IIL 11rapasal —The above prices. specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specifieedd` Payment will be made as outlined above. Date of Acceptance: l— q Signature Signature Nt• © F COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER (703) 984-4133 RESIDENT ENGINEER February 13, 1989 Mr. Austin Spitler Ref.: Carlisle Heights C/O Greenway Engineering & Surveying Co., Inc. Sections I, II. III, IV 1104 Baker Lane Route 656 Winchester, VA 22601 Frederick County Dear Austin: Enclosed please find signed plats of Sections II, III, and IV to the above referenced subdivision. As we discussed by telephone on February 10, 1989. the Virginia Department of Transportation can not sign off on Section I plats until our review of the plans is completed. To follow up on my letter to your office on February 2, 1989 I offer the following comments: 1. Materials used and method of construction shall apply to current observed VDOT Road and Bridge Specification applicable during construction of this development. 2. If mailboxes are to be placed along the roadway fronting lots, a minimum four (4') feet shall be between the edge of pavement and the front of mailbox as shown on the attached sketch. 3. Our review and comments are general in nature; should conditions in the field exists such that additional measures are warranted such measures shall be completed to the satisfaction of the Department prior to inclusion in the Secondary System. 4. Attached is a copy of the minimum requirements and data for subdivision streets and private entrances prior to acceptance into the Secondary System. This is the developer's responsibility. 5. All drainage is to be carried within the right-of-way in ditch lines along streets to a pipe or drainage easement. 6. A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. 7. A land use permit shall be obtained before any work is performed on the Department's right-of-way. Please advise the developer accordingly. Should you have any questions, please advise. Sin cerel C1, Robert B. 'hi ess Hwy. Permits & Subdivision Specialist Senior For: J. B. Kessler, Ass't. Res. Eng. TRANSPORTATION FOR THE 21 ST CENTURY RBC/sl attach. 14�lexl—1 0/(,/' /2),7- z2411zz-o;7- 7,Z;/--> x0o ell, AS� V = RG I N I A DEPARTMENT OF TRANSPORTAT = C3W TO Mr. C. E. Mattox Edinburg, Virginia Attn: Mr. J. C. Heatwole November 29, 1988 FROM W. H. Bushman SUBJECT: Master Development Plan Review Ref: Carlisle Heights Subdivision Route 656 Frederick County Attached for your review and comments to the above referenced subdivision are the following: 1. Two (2) sets of plans and profile 2. One (1) set of drainage calculations 3. One (1) set of projected traffic counts for the proposed streets Preliminary site plans for this development were originally submitted under the name Carlisle Estates II. Attached is a copy of a letter dated January 14, 1988 showing the Traffic Engineer's review at that time. In review of the plans, it is my recommendation all pavement radiuses be a minimum of 50' at the intersections. This will eliminate the traffic from running on the roadway shoulders. Upon completion of your review, please forward to the Traffic Engineering Section for their review and comments. C. William Lam Hwy. Permits & Subd. Spec. Sr. For: J. B. Kessler Assistant Resident Engineer CWL/rh Attach. xc: Mr. R. L. Moore Mr. Robert W. Watkins VIRGINIA DEPARTMENT OF TRANSPORTATION( f- \.• INTRA-DEPARTMENTAL MEMORANDUM TO Mr. W. H. Bushman Staunton, Virgit�i� FROM J. B. Diamond January 14, 1988 \� SUBJECT: Carlisle Estates II Route 656 Frederick County As requested in your memorandum dated December 11, 1987, we have reviewed the proposed entrance for Carlisle Estates II from Route 656. Our suggestions and comments are as follows: 1. Sight distances for the entrance were found to be 550' to the south and 365' to the north. Because speed at this location is controlled by a posted 20 mph maximum safe speed reverse curve, these distances are adequate. 2. The sight distance to the north was restricted by several trees on the west side of Route 656. These trees should be removed as discussed at the site on January 13, 1988. 3. It is our understanding that an improvement project is scheduled for Route 656 in 1990. This project will improve the alignment of Route 656 just north of the proposed entrance. 4. Drainage, drainage computations, and plans should be submitted for review by the District Office prior to approval. If we can be of further assistance, please advise. J. B. Diamond District Traffic Engineer By: K. B. Downs Transportation Engineer RWH/sc Attach. 0 004 Duo..-!�Q- \L J i nGV ,.62 �s�* �co2—)4196 C, i f CARLISLE HEIGHTS, SEC. II,III, IV Shawnee District SUBDIVISION -11 a iY\I . wy N