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Home My WebLink AboutVA199900022 Application 1999-07-30 County of Albemarle Department of Zoning ' 401 McIntire Road Charlottesville, VA 22902-4596 (804) 296-5875 FAX (804) 972-4060 VA- 9-e DATE: 3<e : 9' FEE: $95. 00 pa 4.2 /Ci STAFF: Infigir ti --j S' Z VARIANCE APPLICATION OWNER (as currently listed in Real Estate) Name ivy Creek IMite-ihoc(tsf CilUvcii Phone ( icy ) 603 - 4193 Address ( 74 Woodlavcl Rood ChorloHesu,Ile, vA 22901 APPLICANT (if different from above) Name CFvv- ln-}e.(oS Phone (:- 1 ) cii(p - i b'i>u Address P.a. ( ox 13269 V resboro) vA 22iifo • CONTACT PERSON (if different from above) Name D i(.it Shea ver Phone ($%10 ) 6I.716 - /K57 Day Phone ( ) - Address P.O. Qox 13g Uibyrlesbo✓o, VA 229g0 LOCATION: off 0-C 1 oude (o76 (v.Jooc)I c vici Poo(I) PLEASE PROVIDE A DESCRIPTION AND JUSTIFICATION OF YOUR REQUEST ON THE BACK OF THIS SHEET. OFFICE USE ONLY TAX MAP `+-f , PARCEL ! 'i ; TM , P ; TM , P 1 0 � c' ZONED: F---14 ORDINANCE SECTION: 4", lo,5,1 SP,i-kg =id- () I b7 9 f� v-,'�ul'A 1 3� o a_C_rce,4''z Board of Zoning Appeals Date: �( - J `_, ( ) Special Permit ( ) Variance y�� ( ) Proffers BZA ACTION: Otrt74 J4 71 „.----------7-47 . - ...r.,,....-0---3 ,e,(C.1.-; ill-e-t "X-74 7(.. VA 99-22 (Sign #2) - Ivy Creek Methodist Church (owner), CFW-Intelos (applicants). Located at 674 Woodland Road on N side of Rt. 676 approx. 4/10 mile SW of inters w/ Rt. 660. TM 44/Parcel 12H, zoned Rural Areas. Request is to reduce setbacks in order to install a 95 foot wooden pole for a telecommunications facility. This is a side setback reduction from 25 to 2 ft and a rear setback reduction from 35 to 10 ft.\qlr\ 1 DESCRIPTION OF REQUEST: CFW- k-e-(o5 Proposes ins4a.11, nvctirman; re(xur, and/or replace, a 4etecvmmanica-tioes -facility wic-lulu, a Zo'x20' lease ( vice(. We 1,651440 u,13+-t t Cl 95' WOOcicei Pole. 411111111111111641 JUSTIFICATION SHALL BE BASED ON THESE THREE (3) CRITERIA: 1) That the strict application of this ordinance would produce undue hardship. S-lrt-j ap/Aica-H:0o orctinawce Would place -114e site t✓r a 610ty ,risible area on -the Properly because of 4he liyvtifec free Cover-ghat Would be Prof ded. 2) That such hardship is not shared generally by other properties in the same zoning district and the same vicinity. 'This harcIShip is rlo+ %wed l?cctuSQ. -H4.t5 u1s .t:lcaiovi is •fhe -Firs+ o� i kivid r'i -fke area 3) That the authorization of such variance will not be of substantial detriment to adjacent property and that the character of the district will not be changed by the granting of the variance. occrline3 -►he Telephone (0)e ned -1-0 -trees iv, reducrvicj -Wie overall visiblOy p-F -the srle -+herehy nec3a41p13 ony deiriment -b udjuceril Prapeo+y. Ins1at(ahon oc -telephone polesi}Qs do not C,nan9e. -the Ctarac4ec al-Mc cliSfrla becciuce 4hese-fypec o polet ave coynvnayface. The application may be deferred by the staff or the Board of Zoning Appeals, if sufficient information necessary to this review has not be submitted by the deadline. I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowledge and belief. Ye4.0t/44--(1. , � -.30 -9� l 21/4 -. 34/<1I J99 Signature Date Receipt# Date • 64/1 County of Aibemarle ❖ Department of Building ode and ning Service OFFICE $(1JJ 4 t J O � �� TMP V - V D l � '/ —/ ` Sign# Mag.Dist. v Staffs f C Tl Date V Application for Special Use Permit Project Name(how should we refer to this appiicanonT) e V 20I Rou.k (076 *Existing Use KA Proposed Use Commt,t.nica ions St4e *Zoning District Jack TOUeff *Zoning Ordinance Section number requested (*staff will assist you with these items) Number of acres to be covered by Special Use Permit(If a portion It must be delineated on plat) 20t XZ) of I.6 Q c4r S Is this an amendment to an existing Special Use Permit? 0 Yesriplo Are you submitting a site development plan with this application? 0 Yesll No Contact Person(Whom should we call/write concerning this project?): bid( SherIer Address 1150 Shenandoah ViUa c Cork, City Vlayylesboro State VA Zip 2291'0 Daytime Phone 5`k) Q`tb'1851 y ( ) Fax# (540 q32-2210 E-mail dick C-Fw•corn Owner of land (As listed in the County's records): Ivy (,rCGk 1111eA1iodi5+ Clttdt'CII Address 674 Woodland Road • City Charlottesville State VA Zip 22901 Daytime Phone ( 80i ) 973-`f7g3 Fax# E-mail Applicant(Who is the contact person representing?Who is requesting the special use?): CFw- 1 of elo,S Address /I50 5henandoa.h Vr(la9e Orrde City Gt)ayi1e$boro State VA Zip ZZ980 Daytime Phone(5'fp ) 9y6- 1t5/ Fax# (5,10) 932-22/0 E-mail Tax map and parcel `('4- Ia.H Physical Address(if assigned) 674 Woodard koiN • Location of property(landmarks,intersections,or other) 0•H of Route 6,76 Does the owner of this property own (or have any ownership interest in)any abutting property? If yes,please list those tax map and parcel numbers /2-H OFFICE USE ONLY /Le, pric / Fee amount$ 7 UV •w Date Paid I a '51 Check#.!1 V a_ Receipt# I°235S By: -(u�J� History: ❑Special Use Permits: ❑ZMAs and Proffers: 0 Variances: 0 Letter of Authorization Concurrent review of Site Development Plan? 0 Yes 0 No • Section 31.2.4.1 of the Albemarle County Zoning Ordinance states that, "The board of supervisors hereby reserves unto itself the right to issue all special use permits permitted hereunder. Special use permits for uses as provided in this ordinance may be issued upon a finding by the board of supervisors that such use will not be of substantial detriment to adjacent property, that the character of the district will not be changed thereby and that such use will be in harmony with the purpose and intent of this ordinance,with the uses permitted by right in the district,with additional regulations provided in section 5.0 of this ordinance, and with the public health, safety and general welfare. The items which follow will be reviewed by the staff in their analysis of your request. Please complete this form and provide additional information which will assist the County in its review of your request. If you need assistance filling out these items, staff is available. What is the Comprehensive Plan designation for this property? How will the proposed special use affect adjacent property? Will Ito+ a-ged -I1ie properly. How will the proposed special use affect the character of the district surrounding the property? The -I-Qfephone pole t0 -reef above -file -frees wi4 i appropriate ctn+ennas will no+ of-(ed -the charae+er of -he district 5urrourdirr9 -fie properly. How is the use in harmony with the purpose and intent of the Zoning Ordinance? Placement o! wooden poles l0-Fee higher -Than -the -}ems-4 -tree. heicjh- make eala.blishmerf 0-c -ihis 426 odvan+ageous -b -Toe COM-ly avid residevctS. How is the use in harmony with the uses permitted by right in the district? &jOf perinl gal by ri yh-I-. What additional regulations provided in Section 5.0 of the Zoning Ordinance apply to this use? Sedfrron 5..I. 12 How will this use promote the public health,safety,and general welfare of the community? ProJi dCS alferna+i ve means of. Comrnunica4Ion via wireless -Telephone cwid alio provides an emergency means rf Comaunicafion tvr a-cm of need. Describe your request in detail and include all pertinent information such as the numbers of persons involved in the use,operating hours,and any unique features of the use: CFW- lnl-elos regues45 Q,ufiiorizudioY) to erect a�1S"Iwocz(en pole lvca.Ied in a. Slavrd of -frees hei99n� o F SO' wi-1-11 -►wo ,ik ivtas cv►cl ccyulpmerit. this sik Will operate 24 hours c day -4Or pablie service -it -!he .urroundiny communi4y. ATTACHMENTS REQUIRED - provide two(2) copies of each: 1. Recorded plat or boundary survey of the property requested for the rezoning. If there is no recorded plat or boundary survey,please provide legal description of the property and the Deed Book and page number or Plat Book and page number. Note: If you are requesting a special use permit only for a portion of the property, it needs to be described or delineated on a copy of the plat or surveyed drawing. ❑ 2. Ownership information - If ownership of the property is in the name of any type of legal entity or organization including,but not limited to,the name of a corporation,partnership or association, or in the name of a trust, or in a fictitious name, a document acceptable to the County must be submitted certifying that the person signing below has the authority to do so. If the applicant is a contract purchaser, a document acceptable to the County must be submitted containing the owner's written consent to the application. If the applicant is the agent of the owner, a document acceptable to the County must be submitted that is evidence of the existence and scope of the agency. OPTIONAL ATTACHMENTS: a 3. Drawings or conceptual plans, if any. ❑ 4. Additional Information, if any. I hereby certify that I own the subject property, or have the legal power to act on behalf of the owner in filing this application. I also certify that the information provided is true and accurate to the best of my knowledge. p. p p �. / ! 7 Signature Cep;r..4,,q,,, 1 Ni4,s ee ( wit Date We? dei-er 4 . S�v� •- Pe 93 -�6 ;.- Printed Name Daytime phone number of Signatory a 4. R �~ sLL • ., ` Ivy Creek, 'United Methodist Church . ,.,,,_, . <.. , , % 674 Woodlands Road`tVi < , w Charlottesville, VA 22901 ' '1„ n I\ , },� �T`vr (804) 973-4793 Z i C' 1 i July 30, 1999 Mr. Kevin Arnold CFW - Intelos P.O. Box 1328 Waynesboro, VA 22980 Dear Kevin: This is to authorize CFW - Intelos to construct and place a pcs pole on the cemetery property of Ivy Creek United Methodist Church, agreed to at church Board of Trustees meeting, July 7, 1999. Bob Sylvester, Chair of Trustees, is authorized to sign documents with CFW - Intelos for Ivy Creek United Methodist Church. Sincerely, 4 /e,i4--- 4.,.. Rev. Katha Bollfrass, Pastor copy to: Bob Sylvester, Chair of Trustees Witness the following signatures and seals. Robert Lee Mills (SEAL) Edith H. Mills (SEAL) STATE OF VIRGINIA COUNTY OF ALBEMARLE, TO-WIT: I, Clara M. Ready, a Notary Public in and for the County of Albemarle, in the State of Virginia, hereby certify that Robert Lee Mills and Edith H. Mills, his wife, whose names are signed to the foregoing writing bearing date on the 16th day of November, 1962, have and each has acknowledged: the same before me in my County and State aforesaid. My commission expires the 20th day of January, 1964. Given under my hand this 16th day of November, 1962. Clara M. Ready, Notary Public VIRGINIA, IN THE CLERK'S OFFICE OF ALBEMARLE CIRCUIT COURT, NOVEMBER 16, 1962. This deed was presented to me in said office and with certificate annexed admitted to record at 10:30 A. M. Teste: ir..-b.. C2 Uttej ,Clerk. THIS DEED, made this 23rd day of August, 1962, by and between ohn R. Morris, Jr. &c John R. Morris, Jr., and Lucy W. Morris, his wife, Mary Morris Riviere and To: Deed James Andrew Riviere, her husband, and James S. Morris, hereinafter called James S. Morris "Grantors", and James S. Morris, J. R. Wingfield, III, W. B. Haney, Rice &c Trs. Marshall and C. M. Garnett, Trustees of the Ivy Creek Methodist Church in St. Tax 1.20 Co. Tax .40 Albemarle County, Virginia, hereinafter called "Grantees", trans. 1.00 Plat 1.00 WITNESSET H: ee 4.50 That the Grantors hereby GIVE, GRANT AND CONVEY unto the Pd. $ 8.10 Grantees as Trustees of the Ivy Creek Methodist Church in Albemarle County, i/ t` ,11 Virginia, all that certain tract or parcel of land situated in the Ivy , ` Magisterial District of Albemarle County, Virginia, containing 1.34 acre, more: 4 9 j or less, adjoining the lands which were conveyed to the Trustees of the raj7: . Ivy Creek Methodist Church by deed recorded in the Clerk's Office of the ji � -� n<<"f,;j> Circuit Court of Albemarle County in D. B. 173 p. 375. The parcel of land (/ hereby conveyed is shown on a plat of survey attached hereto as a part of this1� deed, and is a small portion of a tract of land containing 218.5 acres, more or less, which was conveyed to John R. Morris by deed of Albert S. Bolling and Homan W. Walsh, Trustees, dated August 25, 1930, and recorded in said Clerk's Office in D. B. 210 p. 4. Said land was owned by the said John R. NN Morris at his death and was devised by him in his will, which is recorded in said Clerk's Office in Will Book 39, p. 97, to his widow, Edith D. Morris, for life and then to his children, John R. Morris, Jr. and Mary Morris Riviere. • IP ,;The right to use and occupy said lands, however, was also devised under said 'will to James S. Morris for his life. A plat of the lands hereby conveyed and ! of the adjoining property owned by the Ivy Creek Methodist Church Trustees is { lattached hereto as a part of this deed. The Grantors, however, reserve from this conveyance for the {; benefit of themselves, their successors, and assigns, the following easements ' over and upon the lands hereby conveyed: (1) A perpetual easement for right of way 20 feet wide as ! shown upon said plat for purposes of ingress and egress to and from the Grantot's remaining lands to and from State Route 676. (2) An easement and right to install and maintain gas and water pipe lines beneath the surface of the ground at convenient locations to be selected by the Grantors, their successors and assigns, and the right to enter ;upon said lands for the purposes of installing and maintaining said pipe lines i Reference is here made to said deed and plat for a more particular ! description of the lands hereby conveyed. Witness the following signatures and seals. John R. Morris, Jr. (SEAL) Lucy W. Morris (SEAL) ' Mary Morris Riviere (SEAL) James Andrew Riviere (SEAL) James S. Morris (SEAL) STATE OF VIRGINIA !' COUNTY OF ALBEMARLE, TO-WIT: ! I, Mary Belva Herr, a Notary Public in and for the County of 1Albemarle in the State of Virginia, do hereby certify that John R. Morris, Jr., Lucy W. Morris and James S. Morris, whose names are signed to the foregoing I deed bearing date of August 23, 1962, have personally acknowledged the same ( before me this day within my County aforesaid. My commission expires October 28, 1964. 1 Given under my hand this 26th day of October, 1962. Mary Belva Herr, Notary Public STATE OF FLORIDA COUNTY OF ORANGE, TO-WIT: I, E. C. Toy, a Notary Public in and for the County of Orange Iin the State of Florida, do hereby certify that Mary Morris Riviere and ;James Andrew Riviere, whose names are signed to the foregoing deed bearing date of August 23, 1962, have personally acknowledged the same before me this 'day within my County aforesaid. My commission expires April 24, 1963. Given under my hand and seal this 13th day of October, 1962. (SEAL) E. C. Toy, Notary Public 1 f I (SEE PLAT ON NEXT PAGE) for14 `4/C4 P Aya,r..s• • • 6.7 t $ s ao • 4t _ o E 43.• a' - C q 0, we , 4 A 1. v n� 'cf W 3 G i vi • M II tk v 0 • 4) w IOU p °+ ,, V�o V µ .•rY h a I /56.5' 3o' sro° 7°/5'� Ed,rh Morris This is a plat showing existing Ivy Creek Church property and additional land to be added to the church property. Existing lot contains 1.6 Acres * additional land contains 1.34 acres ± Beginning at a fence post in the corner of existing Church Lot thence N 7° 15' W 30' to an iron pin, thence S 82° 30' W 536' to an iron pin, thence S 1° 15' E 276.7' to an iron pin in right of way of Route 676, thence N 79° 12' E 178' to existing Cor. Church lot, thence S 1° 15' E 236' to existing lot corner, thence N 82° 30' E 362' to the beginning. Scale 1" = 100' VIRGINIA, IN THE CLERK'S OFFICE OF ALBEMARLE CIRCUIT COURT, NOVEMBER 16, 1962. This deed was presented to me in said office and with certificate annexed admitted to record at 11:00 A. M. & Plat Attached. I, Teste: aeL gh4. ,Clerk. * * * * * * * * * * * * * * * * * * THIS DEED, made this 15th day of November, 1962, between Frank !Frank A. O'Neill & A. O'Neill and Caroline Page O'Neill, his wife, parties of the first part, andl! To: B/S J. Frank Sargeant, Jr., and Claudia T. Sargeant, his wife, parties of the se- IJ. Frank Sargeant, Jr. &c cond part, and Charles Wm. Hurt and Letitia H. Hurt, his wife, parties of the St. Tax 82.50 third part, Co. Tax 27.50 'Trans. 1.00 W I T N E S S E T H: i Fee 3.50 That for and in consideration of $55,000.00, of which Pd. $ 114.50 $23,958.62 is to be assumed and $31,041.38 is payable in cash and conveyance , ..... , . . CFW WIRELESS ALBEMARLE VIRGINIA COUNTY ROUTE 676 CV 201 .„-- ...„,........0 7.. .-- ,. INDEX: DRAWING NO. TITLE TITLE "0 col 1 SURVEY)it f 1 2 "H" FRAME DETAILS I or4"'. /// g; 7o 3 SITE PLAN201 ` 4 ANTENNA GROUND DETAIL � 5 ANTENNA DESIGNS 6 STRUCTURAL DETAILS/ PAD 9a5� • " 7 STRUCTURAL DETAILS 'P.M 11 it Ikci • \\ ti if cFw VICINITY MAP - APPROVED BY: DATE: NOT TO SCALE ENGINEER: SITE LATITUDE: 38° 06' 46.9" N DIRECTOR: SITE LONGITUDE: 78° 30' 40.3" E • CONTRACTOR: 1 Q z - k NEMA 4X — , HENNESSY ~ N - CABINET — uJ v 0 0 0 ill o ..-.1 2'-2.0" F- . . O O O 4" x 10" OPENING 0 0 0 0 = . FOR CONDUIT 0 0 o O 0 0 R 0 0 0 000 I PROPOSED WOOD POLE, I 1.O" MONOPOLE OR SELF SUPPORT _ TOWER- TO BE LOCATED IN THE FRONT VIEW 4"GALVANIZED FIELD 6.0" Yfr-0„ PIPE r Q R 2' TELCO OH" FRAME POWER CONDUIT N W FOR CABINET (, 4��f1"STUB UP —�T° "H" FRAME (3 CC ( 3- 1„PVC CONDUITS \ (o \ / OR A SINGLE 4" CO 0 NEMA 4X 2"POWER SC 611 ft HENNESSY GALVANIZUED PIPE111ft CABINET COAX CABLE TO ANTENNA o CI) O r r GPS MUST BE LOCATED (O 2"PVC FOR SOUTHERN EXPOSURE (I) 12"LONG LOCATION WILL BE SITE Cl) SPECIFIC AND MUST BE 1"ABOVE PAD --0-- 6„ GROUNDED SC 611 TYPICAL EACH _ CORNER 0 __J i I NEMA 4X En 0. HENNESSY 6 O CABINET Dwg By E. — BJW INCOMING POWER AND TELCO O TO BE LOCATED IN THE HELD E--+ 4, L - - - - Date: O 10-30-98 IrD sheet#: 2 NOTE: L "H"FRAME TO BE MADE UP OF 3" H 10 ' H Q„ SC. 40 GALVANIZED PIPE AND UNI-STRUT PLACED TO FIT INSTALLATION. 0 U SUPPORT STRUCTURE MUST BE SUBMITTED 0 TO CFW FOR APPROVAL PRIOR TO INSTALLATIONcS ' ox Y X Y v Y X X Y X .X v X v Y Y Y `C Y X- 0 Y X X- X X X Y X Y .Y x Y Y Y x x Y Y 9 x x UJ 20'X 20'GRAVEL x x r COMPOUND (I) ,..111` H 10 ' LL d Hx x x ' x x 0 O x x x x 1 x x c) 2 2 x nmm a zza o x y N o x • < i 2"TELCO x x \VSTUBUP x x O x 2"POWE 3- 1"PVC CONDUITS x x v Z x Qx xto x c x co Q- x PIPE x L W x 2"PVC OR a ~ • -10 12"LONG "H"FRAME a) x 1"ABOVE PAD 4"GALVANIZED x O x INCOMING POWER AND TELCO TYPICAL EACH / x x CC TO BE LOCATED IN THE FIELD CORNER x x (�j x O1 0 x 6" IP.- cr -+ x x x \ x O x ' x ii x 6" t �. x COAX CABLE TO ANTENNA Dwg By: • PROPOSED WOOD POLE, x B✓n MONOPOLE OR SELF SUPPORT x TOWER- TO BE LOCATED IN THE x Date: x F ELD x 07-19-99 \ x x Sheet#: x 3 x x x x x x x x x 0 2-6'GATES I ' /(\ —. W LIGHTNING ROD ■ — LL W () COAX TO ANTENNAS GROUND TO BUSSBAR, 1 T COPPER STAPLES EVERY 36" T FRONT SIDE OF POLE 1 Q i i/ GPS 1 POLE CZ 2-3" i' I BACK SIDE OF POLE co Z GROUND TO LIGHTNING O SC 611 3 — i I ROD, COPPER STAPLES I 14 3 i EVERY 36" 0 0I POWER 1 1 —SOLID GROUND (#2 TINNED) CABLE -' OC Z _ _TELCO1 i . FROM BUSS BAR TO ROD ,`` I t CAD—WELD \ i Q \1 'cRO D NOT TO SCALE I Dwg By: ' CAD—WELD 18" BJW 1 $" Date: GROUND LEVEL GROUND ROD 07_19_99 +, l i 1 I I I I Sheetf: ii \--_ \ / ��r CAD—WELD 4 GROUND ROD 1 r 0 \/ I a I c i 1 Y 1 `ter. PANEL ANTENNAS top ' 0 r m 7/8' COAX TO BE USED TO BE FURNISHED BY CFW Contractor: s O in w J t ROUTE 676 CV201 CFI1( cc, . SPECIFICATIONS WIRELESS 0) W 4x4 W4xW4 WWF iftel PAD SURFACE SHALL RECEIVE A SMOOTH TROWEL FINISH M 1' CHAMFER- EQUIPMENT FOUNDATION NOTES: (i) a (TYP ALL SIDES) 2'-0 6' MINIMUM CONCRETE SLAB E. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE. \\\ 2� ( ) 1. GENERAL 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH 3" A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION 2. CONCRETE EXPOSED TO EARTH, WEATHER 2" EXISTING AND 2' EXPOSED x x x x x N 1 x • mil pay ON SAFETY. 3. SLABS 3/4' 4. ALL OTHER CONCRETE 1 1/2' CONCRETE FINISH GRADE UNDISTURBED SUBGRADE B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES j j-%%% BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY F. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES • /``/`//``%``,' oo°oo°�o�°o4a °pOo�oo�Oo°opOoapOo°opOoo°Oo�pOoopOoapOoo°°oopOoo°Oc°- SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL •��•��o:.°°:.° 5???:?°° °oa°W°oo°°.?:Ne;:*:°°°°o°°1:°?°°o°.°°°o°°°o°°?°°o°1.?.°°o°°.°L AND ALL DAMAGESRESE VE WHICH MIGHTUN OCCASIONED BY HIS FAILURE TO EXACTLY PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. LOCATE AND PRESERVE UNDERGROUND UTILITIES. y //#4/`��/�� ///��/��//�`��/��0��/��. �/Z,471 1. .��/��.e4-W. .e.��/'#4., C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR G. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. '� �' NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL H. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI-301. 6" CRUSHED STONE (MIN.) REQUIRE APPROVAL D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND I. DO NOT WELD OR TACKWELD REINFORCING STEEL. COORDINATE HIS WORK WITH THE WORK OF OTHERS. J. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL ELECTRICAL CONDUITS, PIPE UNDISTURBED SUBGRADE (BEDROCK OR 2. DESIGN LOADS SLEEVES. PIPING, INSERTS. GROUNDS AND ALL OTHER EMBEDDED STRUCTURAL FILL) ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE A. ELECTRICAL CABINET: HENNESSY EQUIPMENT CABINET 285 LBS PLACEMENT. K. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACIUTATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT O ict FOUNDATION AND PAD B. PRESUMPTIVE BEARING CAPACITY. 2,000 PSF CONTINUOUSLY THROUGH JOINT. \'V NO SCALE L REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. W 3. EXCAVATIONS/FOUNDATION Q A. FOUNDATION EXCAVATION SHALL BE HAND-TRIMMED TO REMOVE LOOSE M. COLD-WEATHER PLACING: COMPLY WITH PROVISIONS OF ACI 306 AND AS MATERIALS. FOLLOWS. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW w ofti B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL TEMPERATURES. CZ eiriCC C. ALL STRUCTURAL BACKFlLL AND SUBBASE UNDER SLABS-ON-GRADE AND N. WHEN AIR TEMPERATURE HAS FALLEN TO OR IS EXPECTED TO FALL BELOW FOOTINGS SHALL BE "SW" R BETTER PER ASTM D-2487 COMPACTED TO A 40F(4 C) UNIFORMLY HEAT WATER AND AGGREGATES BEFORE MIXING 111 5 MINIMUM 95% STANDARD PROCTOR DENSITY PER ASTM D 698. TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT LESS THAN 50'F 12' (10t) AND NOT MORE THAN 80F(27'C) AT POINT OF PLACEMENT. D DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. 1. DO NOT USE FROZEN MATERIALS CONTAINING ICE OR SNOW. Z E SOIL BEARING SURFACES. PREVIOUSLY ACCEPTED BY OWNER'S REPRESENTATIVE. 2. DO NOT USEE CALCIUMENTSCHLORIDE, SALT,C AND OTHER MATERIALS CONTAININGWISE 0 \� WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE ANTIFREEZE AGENTS IG CHEMICAL ACCELERATORS UNLESS OTHERWISE REWORKED TO SATISFACTION OF OWNER'S REPRESENTATIVE. ACCEPTED IN MIX DESIGNS. O O 3. PROVISIONS SHALL BE MADE FOR MAINTAINING THE CONCRETE AT A CC CC F. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. MINIMUM TEMPERATURE OF NOT LESS THAN 50F AND NOT MORE THAN 85F FOR A PERIOD OF AT LEAST SEVEN(7) DAYS. G. FOOTING EXCAVATIONS SHALL BE CUT NEAT. 4. USE OF NON-VENTED HEATERS SHALL NOT BE PERMITTED. AT THE END OF THE CURING PERIOD, GRADUALLY REDUCE THE TEMPERATURE AT A RATE Cin H. SUBGRADE BELOW SLAB-ON-GRADE SHALL BE REVIEWED AND ACCEPTED BY NOT TO EXCEED 1 DEGREE PER HOUR UNTIL THE TEMPERATURE WITHIN 46 THE ENCLOSURE EQUALS THE TEMPERATURE OUTSIDE THE ENCLOSURE,OWNER'S REPRESENTATIVE BEFORE CONCRETE SLAB PLACEMENT. 51' S4' IN ACCORDANCE WITH ACI 306. 2' TELC❑ 4' GALVANIZED 0. HOT-WEATHER PLACING: WHEN HOT WEATHER CONDITIONS EXIST THAT WOULD PIPE 241 4. CONCRETE SERIOUSLY IMPAIR QUALITY AND STRENGTH OF CONCRETE, PLACE CONCRETE IN A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO COMPUANCE WITH ACI 305 AND AS HEREIN SPECIFIED 1' STUB UP THE LATEST EDITIONS OF THE FOLLOWING APPUCABLE CODES: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, 1. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE TEMPERATURE 4, — , 7' "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'; AT TIME OF PLACEMENT BELOW 90F(32'C). MIXING WATER MAY BE CHILLED OR CHOPPED ICE MAY BE USED TO CONTROL TEMPERATURE PROVIDED 10' B. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (±1.5%) AND HAVE A WATER EQUIVALENT OF ICE IS CALCULATED TO TOTAL AMOUNT OF MIXING -24 15' ' 2' MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED. WATER 2' POWER 2. COVER REINFORCING STEEL WITH WATER SOAKED BURLAP IF IT BECOMES 2" TOO HOT, SO THAT THE STEEL TEMPERATURE WILL NOT EXCEED THE —24' C. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM AMBIENT AIR TEMPERATURE IMMEDIATELY BEFORE IMBEDMENT IN CONCRETE. Dwg By: YIELD STRENGTH Fy = 60 KSI. REINFORCING DETAILS SHALL BE IN 3. FOG SPRAY FORMS, REINFORCING STEEL AND SUBGRADE JUST BEFORE ��/ ACCORDANCE WITH THE LATEST EDITION OF ACI 315. CONCRETE IS PLACED. BJ YY D. FIBROUS REINFORCEMENT SHALL BE MONOFILAMENT OR FIBRILLATED POLYPROPYLENE 4. USE WATER-REDUCING RETARDING ADMIXTURE WHEN REQUIRED BY HIGH ADDED AT A RATE OF 1.5 POUNDS PER CUBIC YARD. FIBROUR REINFORCEMENT SHALL TEMPERATURES, LOW HUMIDITY, OR OTHER ADVERSE PLACING CONDITIONS BE CONSIDERED SECONDARY REINFORCEMENT AND SHALL BE INCLUDED IN ALL CONCRETE. WHEN ACCEPTABLE TO THE ENGINEER. Date: 2' PVC 07-19-99 12' LONG 1' ABOVE PAD -6'F TYPICAL EACH } sheet#: 6 O CORNER 6' t 0 P. a U k (I) W d CHAIN LINK TOP SELVAGE BARBED BARBED WIRE ARM • 1-1/2 PAIR INDUSTRIAL (0) ' MALLEABLE IRON OFFSET 55 AND TWISTED BOTTOM SELVAGE KNUCKLED. INSTALL FABRIC TOP - TYPICAL PIN HINGE (PAGE-WIISON ON OUTSIDE M-6 OR EQUAL) 12'-0" GATE OPENING (NON-SECURE SIDE) I I TIE WIRE '_ e e -4 GATEPOST 4" O.D. o * i GALVANIZED STEEL I . Lt END POST ♦ •♦• ♦♦♦♦♦♦♦♦♦♦� NNNNNNtir `i Oi`i'OOi` •`i`i'Oi`Oi`i`r �O.`i`i`OOi`i`i `O•`O•`.`JOi iv ♦♦♦♦♦♦♦♦♦♦♦ 1 5/8" O.D. TOP RAIL UNE POST ♦♦♦♦♦♦♦ r��u�N�� .?��•��e� �r��0.��N�N�N •:*��: ♦♦♦♦♦♦♦♦♦ •• ••N •• • ♦•�♦♦ j�•• ♦♦♦ ♦♦�� CHAIN UNK — 16. I 3-1/2" I ♦ tr'`_d64 x •♦♦•♦•♦•♦•♦•♦ el b ♦♦♦i ♦♦i♦ ♦i♦i♦i♦i♦♦i♦i 1-1/2' 1-1/2' L TRUSS ROD ♦♦♦ ♦♦ •\- r ♦♦ •••.•.•••. •..•.••.• CORNER POST ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ � •`i`ii`i`iii`i VMS: ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦ 3' ))12 UNE POST TIES • .•r .. r 2" MIN.i • % -4'-O" Q TURNBUCKLE 12" CLEARANCE N Q - _ _ r T\ CONCRETE FOOTING GALVANIZEDMALLEABLE GATE CENTER STOP- �6 CO CI(MAX.) IRON FORK TYPE LA CH WITH DROP BAR AND WITH PROVISION FOR 6 1/2" DIA. MATH 1 1/4" SLOT, 18" J �D Q 16" TYP PADLOCK (PAGE-WILSON TYPE 75 1 3/8 SHANK IN A 1 5/8" DOUBLE GATE LATCH ASSEMBLY OR EQUAL) DIA. PIPE SET IN CONCRETE. 1�• CHAIN LINK FENCE DETAIL CC NO SCALE V 11— DOUBLE SWING GATE CC NO SCALE CHAIN UNK FENCE CC 6" CRUSHED STONE SURFACE UMITS OF CRUSHED STONE SURFACE GRADE TO DRAIN 2" x 6" PRESSURE TREATED WOOD CURB. AS SHOWN ON PLANANTENNA TYPE 7221.14 7221.14 \\\\\\\\\ MATCH EXISTING GRADE GRADE TO DRAIN AZIMUTH 125' DOWNTILT=0' AZIMUTH 255' DOWNTILT=0' a COAX (FT)* 0 '�� AWAY FROM TOWER YARD COAX LENGTH (FT)* LENGTH ��.��- FROM TO z / CA BLE CABLE m RX/TX RX/TX/ / 2" x4" x1'-6" LONG SIZE SIZE PRESERVATIVE PRESSURE TREATED ANTENNA TO `� WOOD STAKE AT 5'-0" O.C. PRIMARY RADIO 7/8" 115' 7/8" 115' Dwg by: STABILIZATION FABRIC PLACED ON COMPACTED CABINET BMW SUBGRADE * ESTIMATED LENGTHS FROM AVAILABLE INFORMATION. FIELD ENGINEER TO UPDATE ON AS—BUILT DRAWINGS. 12" Date: 07-19-99 SECTION THROUGH TOWER YARD ANTENNA LINE SCHEDULE Sheet#:7 NO SCALE • y0; 5 S 8 NAP v X v OX v v Y Y X Y XC X 9 2. 7 /La1t, Le f-1--�-g- (I) Ual ir 20'X 20'GRAVEL x i COMPOUND x LLII _ [ 10H . x (I) - . x 0 V x ctfroxie& 9. ' x 0 yN- ,2,(A t_, - IC x i U x x i j —� ��x `� nmm�\ m z i �_X •,\ z ( x A 3 x • \\�'��_ -< �� 2"TELCO x x x T._ 1"STUB UP T. x 2"POWE 3- t PVC CONDUITS x N x x () Q x CO W x J x a x CO = PIPE x � � 2"PVC OR • (n • 12"LONG • "H"FRAME G'�1.e-'G. 9-.L'41.47'34-- x O x 1"ABOVE PAD 4"GALVANIZED � � ` CC x INCOMING POWER AND TEL TYPICAL EACH / Pets x TO BE LOCATED IN THE FIELD CORNER 7 X x L1 � t x x n gi x = 6" ► x A__ x Lb x 0 l x x y x x 6, Dug Hy: CO CABLE T MTENNA PROPOSED WOOD POLE, = Bw. • MONOPOLE OR SELF SUPPORT x Date: = TOWER- TO BE LOCATED IN THE x F ELD = 07-19 99 i Lv Q i 'ell- A x sne.:�: i.,2:±-yo_. x (1. 1,t--6,-- 3 'tiz,--)-14_, 3 x x PIA91 . ___—__ x x 1 x x x 2-S'GATES x x x x x x• x �• .1 • x x x x x x x •- X �*�z � O� 1. OWNER: TRUSTEES OF THE IVY CREEK METHODIST 3. THIS PARCEL IS NOT IN A S 88'08'19" W �Q�J�O IN ALBEMARLE COUNTY F.E.M.A. FLOOD HAZARD t--' I Fp % ZONE "A" OR "B" �`�;' 1 TAX PARCEL 44-12H D.B. 383 PG. 493, & /2` •N6=",i 1 TAX PARCEL 44-14 D.B. 173 PG. 375 4. LEASE PARCEL DERIVED FROM A FIELD 5�;'-�$ I Z SURVEY AND DEEDS AND PLATS OF LEASE PARC :„- ZONED RA 1 RECORD AS FOUND AMONG THE LAND N 87'35'14" E o 400 SQ. FT. 20.00 I Ns RECORDS OF ALBEMARLE COUNTY, Z o I 2. OTHER EASEMENTS, IF ANY, NOT SHOWN. SITE # CV201 I �VIRGINIA IN: oiv y NO TITLE REPORT FURNISHED. CHURCH PROPERTY ,NN o ni t DEED BOOK 383 AT PAGE 493 ROUTE 676 $ (q• ' y MARY RIVIERE —� TM 44-12 DEED BOOK 173 AT PAGE 375 I D.B. 1276, PG. 421 pta S 87'35'14" W N 8735114" E I D.B. 1494, PG. 720 S 88'08'19" W 2\\-\ O 00'� 20. "I Y.- -aE-- -- y I rU ,y}�off` �`` • �. N 87'35'14" E 1 CqS�/ 2� U 1 I I NFL GUA° '� `� 1 1 • I l►{ , s 1 I 28" DIA. N 32'45'05" W `\ zi 1 - ` '��s, `` I 1 OAK TREE ` ` 26.77' i pi 1 sy , I 1 I 1 ,1 ? I 38" DIA. iW�i DETAIL �'� I 1 j 15' INGRESS EGRESS TREE '°w' MARY RIVIERE 1 I I TRUSTEES OF THE TM 44-12 NOT TO SCALE I IVY CREEK METHODIST EASEMENT I �; D.B. 1276, PG. 421 j I IN ALBEMARLE COUNTY 7,- s\R2 i — D.B. 1494, PG. 720 I TRUSTEES OF THE 1 IVY CREEK METHODIST I TAX PARCEL 44-14 s aos�,, / j SI 1 IN ALBEMARLE COUNTY I D.B. 173 PG. 375 ' ' `------------- ___ % / v' S 85'S8'43" E �1.,�W O TAX PARCEL 44-12H I 674 WOODLAND ROAD ' &IIi- -------*--__- ' PI F,90_64'D.B. 383 PG. 493, & w 1��0 J�O ""t FENS --ol4" " IRON PIN SET ___" " co I ";�4• E j I , _i------"""" N 797_— __" PROPERTY LINE CONSTRUCTED "" " _—— 166.3$' ---- I I " FROM PHYSICAL EVIDENT __ l __.._--- 1 I , " ,, 76 nF WAY I1 1 ,,--''' �0 E SIGH ,, =" C RIpTIV ROAD ______________'-''�,- 30' PREs �DLAND zx of SURVEY OF A 1_4 ��, s LEASE PARCEL & it INGRESS EGRESS EASEMENT a puipsikN•" Y 144 BD FOR CFW WIRELESS Z 9/—y? 0* ON THE LAND OF \ ""40 .140• IVY CREEK METHODIST CHURCH Patton Harris Rust&Associates,pc Engineers,S rs,Planners,Ia a Architects 116 N. Main Street I N ALBEMARLE COUNTY, VIRGINIA Bridgewater, Virginia 22812 540-828-2616 Offices: CURVE TABLE JACK JOUETT DISTRICT Chantilly,Va. CURVE RADIUS LENGTH CHORD C. BEARING DELTA ALBEMARLE COUNTY , VIRGINIA Bridgewater,Va. Virginia Beach,Va. Cl 10.00 22.89 18.21 S 60'01'08" W 131'07'22" Leesburg,Va. Winchester " C2 23.25 40.17 35.36 N 44'31'49" E 98'58'56" SCALE: 1"= 60' DATr SEPTEMBER 1, 1999 PHR&A 10419-12D O\4 1. OWNER: TRUSTEES OF THE IVY CREEK METHODIST 3. THIS PARCEL IS NOT IN A S 88'08'19" .. S�Q`J�0 IN ALBEMARLE COUNTY F.E.M.A. FLOOD HAZARD �;-' ' ZONE "A" OR "B" ��°�; TAX PARCEL 44-12H D.B. 383 P G• 375, & 4. LEASE PARCEL DERIVED FROM AFIELD ��.%� gti z TAX PARCEL 44-14 D.B. 173 GS„ ZONED RA SURVEY AND DEEDS AND PLATS OF LEASE PA.RC N 8715114" E - o RECORD AS FOUND AMONG THE LAND 400 SQ. FT. moo' N o 13 RECORDS OF ALBEMARLE COUNTY, 2. OTHER EASEMENTS, IF ANY, NOT SHOWN. SITE # CV201 Z 0 Q. i• VIRGINIA IN: o Ntit t NO TITLE REPORT FURNISHED. CHURCH PROPERTY NN o 00 DEED BOOK 383 AT PAGE 493 ROUTE 676 $�MARY RIVIERE DEED BOOK 173 AT PAGE 375 'TM 44-12 m D.B. 1276, PG. 421 �00� S 87'35'14' W N 87'35'14" E D.B. 1494, PG. 720 S 88'08'19" w Q\`,r�� 20.00' 1 x_ --A—— —— — ='ate .•" — I �pJ \10.00' 10.00' \` I 1 N 87'35'14" EM _. GgSG/ 4. I I I I NEB `, I r I s. 28" DIA. N 32'45'05' W I \ ��s, \ I I i SOAK TREE 26.77' 11 Zo i I �` /y .\ I I ! I I 38" DIA. IT,a t \ QOAK li,l�� 1 1 1 15' INGRESS EGRESS TREE �,01-�� MARY RIVIERE DETAIL 11 1 I TRUSTEES OF THE EASEMENT ! I TM 44-12 NOT TO SCALE I IVY CREEK METHODIST �� I D.B. 1276, PG. 421 I 1 IN ALBEMARLE COUNTY -- SSA. ; 1-, D.B. 1494, PG. 720 TRUSTEES OF THE 1 I TAX PARCEL 44-14 ;- ' 4?5,,, .I rn IVY CREEK METHODIST s I I• I 1 �F------------- to D.B. 173 PG. 375 1 1 - �, r IN ALBEMARLE COUNTY II s as•58'43"E--- --' ry W q 1 TAX PARCEL 44-12H I 674 WOODLAND ROAD Zoe 90_64'-__ - �' 'crt 1 6 I D.B. 383 PG. 493, & II ;o w; ---- `''I �O��O I _ _ 4 NI S � IRON PIN SET I % (Ai FENCE - O 03 1 I I 1 _ -� c _ 1 I -1 �- " N 79-,--- - - PROPERTY LINE CONSTRUCTED I _ I 1 '' '— �_ — 166-38___ 1 - ' FROM PHYSICAL EVIDENT ! - I _ - - 676 WAY -' - ROUTE HT OF 0 R G I I vE �- TI R D 1 ! :- ESCRIP AND BOA __ ____________`'� _- 3p' PR ppDLA ti SURVEY OF A L—_____ - W rs�,A Pj s LEASE PARCEL & s 1' INGRESS EGRESS EASEMENT 8 Y JUDD a N 1444B FOR CFW WIRELESS pii-RA \1/2„ 9/-y? 04, ,irr ON THE LAND OF V IVY CREEK METHODIST CHURCH Patton Harris Rust&Associates,pc Engineers,Harr ors,Plaanera,Landscape Architects 116 N. Main Street I N ALBEMARLE COUNTY, VIRGINIA Bridgewater, Virginia 22812 540-828-2616 Offices: CURVE TABLE JACK JOUETT DISTRICT Chantilly,Va. CURVE RADIUS LENGTH CHORD C BEARING DELTA ALBEMARLE COUNTY , VIRGINIA Bridgewater,Va. Virginia Beach,Va. C1 10.00 22.89 18.21 S 60'01'08" W 131.07'22" Leesburg,Va. Winchester,Va. C2 23.25 40.17 35.36 N 44'31'49" E 98'58'56" SCALE: 1"= 60' DATE: SEPTEMBER 1, 1999 PHR&A 10419-12D 1. MI6 OM \ 11111121111 . , mu 'Mx ••• -' '"••• -l'i'• -- .. ,',.".-.• - •-•••',' • . ,„„,„ • iii ( -J • 1. ' , .-,1.4. ii----... , \ l • . .1• (;;,!,,....4r1rA , r: Mb : ,,,.. 4,4A i ',,, -_. W . ' a 1 41 ':-.,12. , „.., . . •• 1. t,,,,,10•,,,,,,; y,.j ' ' 4.3- • ; . \ 'f.t.,;:i' t'l . MO ' i i i I. . . 'it Ili .i 'i I 1,ii.'f`is-g.,;.ki:.,,,. i 11 ,. • \ kr , io ' _ ,,,/.14.,. . ,, ,,.:3,4 . is, I , ,. •; , ' 4 : . .0. ' i'''4 i, • .,,i leliiiiri.. . . i, • , i •'. 1 ii i -, 't..,i' , i . , • 1111 ' i . . ',i' • i, s legigi.t.i*,''11! ri,..'.1.•1•...r1, , ,. 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