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HomeMy WebLinkAboutVA200000035 Application 2000-12-04 County of Albe -le Department of king 401 McIntire Road " Charlottesville, VA 22902-4596 _ (804) 296-5875 FAX (804) 972-4060 VA- atcO- D✓5. DATE: l a_ FEE: ,,$95. 00 STAFF: r VARIANCE APPLICATION J OWNER (as currently listed in Real Estate) Name David C. Weber Phone ( 804) 971 -9668 Address 271 Malvern Farm Road, Charlottesville, VA 22903 APPLICANT (if different from above) Name Triton PCS, Inc. Phone ( 804 ) 323- 9500 Address 9211 Arboretinii Parkway, Richmond, VA 23236 CONTACT PERSON (if different from above) Name Valerie W. Long Phone (804 ) 977- 2545 Day Phone ( ) - Address P.O. Box 1288, 310 4th Street, NE, Charlottesville, VA 22902 LOCATION: 'IT'S 73-31D (along Rt. 708 near I-64 ovelpass) PLEASE PROVIDE A DESCRIPTION AND JUSTIFICATION OF YOUR REQUEST ON THE BACK OF THIS SHEET. a{5 y �2I11 1� Ccsl,� OFFICE USE ONLY I j 316 a cfe5 TAX MAP J , PARCEL -J(I, ; TM , P ; TM , P ZONED: � ORDINANCE SECTION: / Q- 2.2 r' Board of Zoning Appeals Date: / / CO- if ( ) Special Permit 0-4)4 to-j( ( ) Variance ,20iyo"02D ( T9-j ( ) Proffers �� BZA ACTION: /� p/Le�c ei (4:0e (✓�' (A)( Y� T6,L0 `3.,/"Y/ VA-2000-035 (Sign #5) — Triton PCS, Inc., (applicant) / David C. Weber (owner). Located on the E side of Rt. 708 approx., 200 ft S of its inters w/I-64 near Ivy. TM 73/Parcel 31D, zoned Rural Areas. Requests a reduction of the front yard setback from 75 to 54 ft to allow construction of a wireless telecommunications facility including a new 94-ft. monopole tower. • DESCRIPTIC- OF REQUEST: See attached ,r. JUSTIFICATION SHALL BE BASED ON THESE THREE (3) CRITERIA: 1) That the strict application of this ordinance would produce undue hardship. See attached 2) That such hardship is not shared generally by other properties in the same zoning district and the same vicinity. See attached • 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. See attached 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. Signature Date Receipt# Date (f axibu kf2A auk-uriz ` FAA ( afloziAtd. Thu Wig- pe-t"c,h a k,yuM (5p oo-(21). • Description of Request: Triton PCS, Inc requests a variance from Section 10.4, Area and Bulk Regulations, Rural Areas District, which requires a front setback of 75 feet on a thoroughfare state road. A variance of 20 feet, 7 inches is requested to allow construction of a wireless telecommunications facility consisting of a steel monopole, an equipment cabinet and an icebridge, each as shown in more detail in the attached set of plans The 94-foot monopole is proposed to be 54 feet, 5 inches from State Route 708 (Dry Bridge Road), while the other structures will be slightly farther back but still within a 30-foot by 30-foot lease area. Triton PCS, Inc. has submitted a special use permit application (SP 00-64)for a 94-foot steel pole telecommunications facility (painted brown) to be located on tax map parcel 73-31D, property owned by David C. Weber. Justification Criteria: 1. That the strict application of this ordinance would produce undue hardship. The strict application of the ordinance in this instance would produce undue hardship on the applicant and on the property because it would hinder the applicant's efforts to comply with Albemarle County's recently adopted personal wireless facilities policy, which requires that wireless telecommunications facilities be screened from view of surrounding properties and roadways. The Albemarle County wireless telecommunications policy requires that wireless telecommunications facilities be as minimally visible as possible, and be located within a grove of mature trees, at a height just over the top of the tallest tree within 25-feet of the facility. This proposed facility is sited within a grove of trees on the subject property, which siting is intended to minimize the visibility of the structures from neighboring properties, Interstate 64, and from State Route 708 In order for the facility to be located 75 feet from the State Route 708 right-of-way, it would have to be moved an additional 20 feet, 7 inches to the east However, there are no trees in that location that would effectively screen the facility as required by the telecommunications policy. The Board of Supervisors is unlikely to grant a special use permit for a wireless facility located in the middle of a field, as it would likely be extremely visible By contrast, however, at the proposed location, the proposed wireless facility will be sited within a grove of mature trees, which, given the design and color of the facility (all materials will be painted a flat, dark brown color to blend in with the existing wooded area) will result in only minimal visibility from surrounding properties and roadways. It is important to note that the County's wireless telecommunications policy recommends that the zoning ordinance be amended to allow the Planning Commission to establish setbacks to locate wireless telecommunications facilities. Once the ordinance is so amended this type of request would not require any action by the Board of Zoning Appeals. However, at this time there has been no action to amend the zoning ordinance to carry out the intent of the policy. As a result, the applicant faces a hardship in that it is required to comply with the policy that dictates that only minimal levels of visibility are acceptable, but does not have the benefit of being able to look to the Planning Commission for relief from the setback requirements, as is expressly intended by the policy. Thus, a variance from Section 10.4 as requested will carry out the spirit and intent of the County's policy and enable the applicant to comply with the policy as it is required in order to obtain a necessary special use permit. For all of these reasons, the strict application of the ordinance would produce undue hardship on the applicant and on the property. 2. That such hardship is not shared generally by other properties in the same zoning district in the same vicinity. This hardship is not shared generally by other properties in the same zoning district in the same vicinity, as this property has the unique attribute of having characteristics that make it uniquely suited for a wireless telecommunications facility under the requirements and limitations of the County's policy for such facilities, but these characteristics happen to be located less than 75 feet from the right-of-way line The unique topography and location of the property makes it uniquely suited for a facility of the kind the County's policy requires -- one that is located within a grove of mature trees, away from residences, that will not require any tree clearing or removal, and that will be only minimally visible from surrounding properties and roadways. However, at the same time, the location of these tall trees so close to the right-of-way unnecessarily limits the use of the property in a manner not shared by other properties. Other properties have trees that are situated farther back from the right-of-way, that would enable the siting of a wireless facility in a manner that would be in compliance with the County's policy as well as the current zoning ordinance. Therefore, the hardship that this property suffers from is not shared generally by other properties, and can only be remedied by the granting of the requested variance from the setback requirements of the ordinance 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. The granting of the requested variance will not be of substantial detriment to adjacent property, nor will the character of the district be changed by the granting of the variance. In fact, the granting of the variance will actually allow a facility that will be minimally visible from surrounding properties, which will limit or eliminate any 2 substantial detriment to such properties. Locating a highly visible facility on this property may have a substantial detriment on the adjacent property But granting the variance will enable the applicant to site the facility in the location on the property that is most appropriately suited for such a facility -- within the grove of mature trees that will effectively screen the majority of the facility from surrounding properties and roadways. By siting the facility in the proposed location it will be nearly invisible from Interstate 64 and only minimally visible from State Route 708. In contrast, siting the facility 75 feet or more from the right-of-way in the middle of an open field in order to meet the strict requirements of the ordinance will result in what is likely to be an extremely visible facility, which could be a substantial detriment to adjacent property. In addition, such high levels of visibility could negatively impact the character of the district. Therefore, granting the variance would allow the applicant to meet the criteria of the County's wireless telecommunications policy and to build the facility in the most appropriate area, enabling it to blend in with the other trees on the property and thus with the character of the area, without having a substantial impact on adjacent properties. This is consistent with the overriding goal of the County's policy -- to require wireless telecommunications facilities to be designed, located and sited in a manner that enables them to blend in with the trees so as to prevent a detrimental impact on the character of the area where they are sited. For these reasons, the granting of the requested variance will not be of substantial detriment to adjacent property, nor will the character of the district be changed by the granting of the variance. \\REA\45797.1 3 LIMITED AUTHORIZATION TO ACT As APPLICANT AND AUTHORIZATION To SUBMIT LAND USE APPLICATIONS Dam'd I010&(- does hereby authorize Valerie W. Long, Crown Communications Incorporated, Triton PCS, Incorporated, and/or representatives thereof, to represent C6,016 Keioe,,-- before any municipal or County Government for the sole purpose of obtaining land use permits and/or variances as may be required for Crown Communications Incorporated and/or Triton PCS, Incorporated to place telecommunications towers, antennas, transmission lines,mounting devices and other related equipment on the property of DQV/t Cl. ( itheAr located at -rim A ' PolieLQ 0-13bo-o0- 00 -03ID0 This authorization shall specifically include the right to submit land use applications on behalf of Da Vt' , Ui , including, but not limited to applications for special use permits, certificates of appropriateness, and variances. WITNESS the following signature: /4/4_ Date: /0 l/ ,0 \\REA\25983 2 CUB-3 47 rr,< rG0 PACED03T • 1 I I v I I ----•-- INTERSTATE 64 N I f -- - c • [:, In a \ • 70.00 Ac .~ ,\. Parcel B :.\ 10 g1 AG Parcel r .. r• S e:' \., 'I' ,a-1 i o I./1n L. in n r S ` � n 1 a, S. w o+ m A to To • O W C Lore r•rr••s a,8.r,:. 9 E. ` — »err not s.neyeo Cr s u nr Jare 6eoris ana a••sr•,a •° ' -nl 4 'O 1m were Wen bOm pia' 'Ilea O %, ', rl n„751 Sepremcer,,9G9 ana n ora•t W s ti 1 21 49 n a 8 464 p 5C0 M. cr'rrtch,r n `'1 E r,a some M represent varrah�n •n 5 I M r.n • • —'-1--- To I."i Me two separate surveys PVC.' 1 I,yr� r(• rnn n4 N • STATE pROUTE 637 % ` 3w >c.2w p '�. 'Fa4 4 S r r PLAT SHOWING I PARCELS B 8 C CONTAINING 80.31 ACRES • BEING A PORTION OF PARCEL 31 TAX MAP 73 ,,irf . LOCATED NEAR IVY ALBEMARLE COUNTY, VIRGINIA ��fh4THofr ° • -- At • At V.L OINK IL .. mrri'I'I'I'I'1'i'1'I'ivhill'i11'i112iiIIiIIIiIIIiIIiI111v11i111p1'IITITITIIIIIT1T1'I'lek. u 5417M3 W 6SS 1 5417.3 631 78 eu *P !�� 'II INS 11I1111l11111111111111 III 1111l III 1111111111111111111111I11111111 II IIIII1111I 111111111I 11111111I 111111111II 1111111111111111111111I111111111I1111I1111 LA NI WILLIAM S. ROUDAIUSH, INC. A Professiooel Corporation l"+300' SEPTEMBER f 1978 CERTIFIED LAND SURVEYORS ' ' s zy�' SCALE: DATE: r CMerfeffesvillo Virginia )3 I '.' M* FILE NO. 3''t r ' • - Triton PCS , TRITON PCS CANDIDATE NAME: 9211 ARBORETUMPAARKWAY Q23 (804)323-9500 (604) 323-4056 FAX ,,,, WEBER PROPERTY„, , . a .,,,. .., . ���,. : Triton pcs CIriILI F.81a/n1lL s SITE NAME: GILLUMS MOUNTAIN 3174 2 WIRELESS COM AUNICATION SITE SITE #: CVR—347D '` 94' STEEL MONOPOLE PAINTED BROWN INTERSECTION OF 1-64 AND S.R. 708 ALL WI ANO MIAMI MA COUNTED HEREIN ARE THE PROPERTY OF ENGINEER 10'x12' CONCRETE PAD W/ EQUIPMENT CHARLOTTESVILLE VA 22903 AND MAY 'BE° °OR "° WTMOUT THE WRITTEN CONSENT OF ENG EEFL ANTENNA RAD CENTER = az ALBEMARLE COUNTY ' ZONING DRAWINGS $CCs—s .o2wiretess Solutions BEFORE YOU DIG I 1086 CLASSIC ROAD' CALL UTILITY LOCATION SERVICES. SUITE 101 ITS THE LAW I APEX,NC 27502 MISS UTILITY 1-800-552-7001 Phone:(919).3872210 Fax:(919)387-2220 ' A/C AIR CONDITIONING MGR MANAGER ENGINEER ADJ ADJUSTABLE MIN MINIMUMAFT ' RELEASE ABOVE FINISH FLOOR MISC MISFIT I ANEOUS o2wirsless Solutions SITE NAME DATE APPROX APPROXIMATELY 1015 AVIATION PRAY. STE 700 FCC NO ASTM AIEPoCN/SOCIETY FOR N NORTH MORRISVILLE, NC 27560 GILLUMS MOUNTAIN \'64 SHFFT NUMBER6/2/00 55Um FOR REVIEWTES1NG AND MATERIALS NA NOT APPLICABLE (919) 469-9426 - AWO AMERIAN WIRE GAUGE MC NOT IN CONTRACT FAX (919) 469-9987 10/11/00 ISSUED PIN ZONNG."1:+'` Tr NUMBER PROJECT PROJECT INFORMATION,VICINITY MAP, 9lDG BUILDING HIS NOT 70 SCALE SURVFYft$ FAA NO. SHEET INDEX11/16/00 ISSUED FOR REVIEW CVR-3470 BLIR BLOCK OC.o/c ON CENTER MAZER ASSOCIATES C-1 GENERAL NOTES&SPECIFICATIONS11/22/00 010MM McameoCO BM BASE BE MOBILE RADIO OD OUTSIDE DIAMETER 1208 CORPORATE CIRCLE B/S BUILDING STANDARD OPG OPENING ROANOKE.VA 24018 CLC CEILING OPP OPPOSITE JOIIN McCADEN SITE ADDRESS END C-2 SITE SURVEY �540) 772-9580 CLR CLEAR PLYWD PLYWOOD FAX(540) 772-8050 CHARLOTTESVIONILLE. OF I-64 AND S.R 708 FLOOD ZONE C CWIP.LOTTESVILLE,VA 22903 REVISIONS CONC CONCRETEPAIR NolCONST CONSTRUCTION PROJ PROJECT flFC'RRMaJNI1: .DATE CODA CONTINUOUS PROP PROPERTY o2wireless SolutionsSITE OWNER PANEL NO SMl RRAWINO DBL DOU9lE PT PRESSURE TREATED 1015 AVIATION PKWY. STE 700 DAVID WEBER COMMUNITY PANEL/. C-3 SITE PLAN © 10/16/OO OWAGE TO STEEL MONOPOLE-- OIA, I DIAMETERMORRISVILLE,NC 27560 271 MALVERN FARM ROAD 510006 0195 B Q REO'D REQUIRED (DID) 469-9428 CHARLOTTESVILLE.VA 22903 EFFCCTNE DATE. C-4 SITE DETAIL PLAN DIM RN ROOM FAX (919) 469-9967 DIAGONAL (804) 971-9668 DECEMBER 16, 1980 DIM DIMENSION RO ROUGH OPENING C-5 GRADING PLAN .6. 4 4 DR,DETL DETAIL S SOUTH CFOTFCHNMN FROEHLING ROBERf50N, 6 SITE DETAILS q DWG DWAWING $NTH At INC.ONO. APPLICANTE3� ... SIM SIMILAR 1734 SEWEL DRIVE, N C-7 SITE DETAILS ..E EAST SPEC SPECIFICATION ROM)O34E. 7A 24012 TRITON PCS ELELEV ELEVATION SQUARE FAX(540 744 93657 9211 ARBORETUM PARKWAY 5'1 RICH) VA 23236 �(� PROPERTYnits DINNING 6 CCPYPoZ7ilED me 6 TIE EA EACH SO iSOLE SED ELECT ELECTRICAL STAINLESS STEEL (804)) 323-9500 OF THE antra R IS PRODUCED STL STEEL (804) 323-4058 FAX SOLELY FOR USE BY DE OWNER A710 II AERATES EQUIP EQUIPMENT SUSP SUSPENDEDU CONSULTANT TEAM IREPRo°ucrlaN OR USE OF T1I5 IX+AAvwRpJGR EVE EACH WAYTHE INFORMATION CONTAPNFD N trAs SHEET VINYL TELEPHONE L�+��� p EXIST CASTINGIT VM`N L I MAP — WITHOUT TIE MITTEN PERMISSION OF llE-OltER. MRU THROUGH SPRINT FIN FINISH TNND TINNED PRONELY MANAGER 2211 HYDRAULIC ROAD . FLUOR FLUORESCENT TOC TOP Of CONCRETE CHARLOTTESVILLE VA 22901 • FIR FLOOR 1TOM TOPOF MASONRY RUCTION MANAGER ATTN• ENGINEERING DEFT CHECKEDDRAWN BY. CHS FT FOOT (804� 971-2211 PROJECT DESCRIPTION • BY: DFS UBC UNIFORM BUILDING NETWORK OPERATIONS MANAGEit THE PROJECT INCLUDES. CA S CODE S INST ' ' AL ATION OF A 10s12 CONCRETE PAD W/EQUIPMENT GALV GALVANIZE(D) LINO UNLESS NOTED NATIONALONECIOR MANAGERVIRGINIA ELECTRIC POWER CO (VEPCO) I CANDIDATE NINE/SINE NAME GC GENERAL CONTRACTOR OTHERWISE 1719 HYDRAULIC ROAD INSTALLATION OF A 94'-0"HIGH STEEL.MONOPOLE GRND GYPSUM ATTN:CHAR KTTESVILLE, VA 22901 WITH TWO PANEL ANTENNAS (ONE PER SECTOR)AND ONE ROUND GWB YP GYPSUM BOA BOARD VW VERTICAL APPROVED DATE ATTN: IRARREN ROOCERS FUTURE ANTENHMA WEBER PROPERTY GYP BO GYPSUM BOARD VW VERIFY IN FIELD (804) 972-6794 (ONE PER SECTOR) HARD'WD 0° VINYL TILE HEIGHT OF STRUCTURE NOT TO EXCEED 96'-o- GILLUMS MOUNTAIN HORIZ HORIZONTAL LANDOWNER HR HOUR IWtr/ WEST GENERALINFORM=.LION A NEW TELEPHONE SERVICE RUN TO SITE HEIGHT WIN WINDOW LATITUDE - 3801'S2.838' SITE NUMBER MAC HEATING,VENTING & W/0 WITHOUT LONGITUDE - 3801'52.838' A NEW ELECTRICAL SERVICE RUN TO SITE AIR CONDITIONING WP WATERPROOF ELEVATION - 695.6' NO WATER SUPPLY OR SEWAGE RUN TO SITE CVR-347D ID INSIDE DIA. N INCH /FINING Cl ASSIFICATIQN INFO INFORMATION LANDOWNER APPROVAL INSUL INSULATION SATE RA I SITE ADDRESS TNT INTERIOR 4 ANGLE SERF OIRECTIONN. L8(S) POUND(S) & AND JONINLT JURISDICTION MAX MAXIMUM CENTER UHE ALBEMARLE COUNTYFROM COUNTY OFFICE TAKE 29 SOUTH TO INTERSTATE MECM MECHANICAL R PROPERTY LINE 64 TAKE INTERSTATE 64 WEST TO EXIT 114, WHICH IS INTERSECTION OF I$4 SR 637.TURN LEFT ONTO S.R. 637 WHICH IS DICK MIL METAL 0 AT PARCEL NUMBERWOODS ROAD. FOLLOW FOR APPROXIMATELY 2 MINES AND S.R.708 MEIMFR MANUFACTURER / NUMBER TAX MAP 73, PARCEL 310 TO S.R. 708. TURN RIGHT ONTO S.R. 708. DRY BRIDGE CHARLOTTESVILLE,VA 22903 ROAD. SITE IS ON THE RIGHT ON FIELD JUST BEFORE Q REVISION 8— DETAIL REFERENCE MUNICIPAL APPROVAL J}fFD FI8 4 do P37 INTERSTATE 64 BYPASS. OA1E DB 82 , PG ACF I SHEET TITLE ` O KEY�� C PROJECT.INFORMATiON ELEVATION REFERENCE PORDFN(f NUy9FR �� ROOM NUMBER � 911 - VICINITY MA(.. r ® KEYED NOTE t''.Y SECTION REFERENCE DRAWING . ►o SHEET INDEX SAHUEL HIMER FOR.ODNSiRucnON ABBREVIATIONS AND SYMBOLS 11rp��S _• I DAM ty/p11p: I SHEET NUMBER f r11'St MMAR PROJECT SORPTION • L.:i:.-.�.: ..tea- SHEET ,_ . . -PLarscai.: _,:ru ski;.4-..r� ,2.' . M HOLLOW MET A IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE CONTRACT ES A LIFTS TO BE 7 GAGE II ������� 13.PROVIDE STEEL REINFORCING AT HINGES GENERAL NOTES �' DOCUMENTS THE CONTR HALL REPAIR ALL DAMAGE AND REPAR AREA BACK AS CLOSE z 10 1/2"z WIDTH REQUIRED. ID ORIGINAL CONDITION SIBLE TO I FACE AREA PROPERTY OR SURROUNDING 1 CONCRETE BLOCKS. 0 1.DRAWINGS ARE NOT TO BE SCALED THESE PLANS ENDED TO BE DIAGRAMMATIC ��BY CONSTRUCTI 14.PROVIDE HOLLOW METAL DOORS OF THE TYPES INONCATED ON THE DRAWINGS AND TRITON PCS B.SOIL STERILIZATION APPI WIN.GUARANTEE VEGETATION FREE ROAD AND SITE AREAS A STANDARD BLOCK SHALL BE THE SIZE MOOTED ON THE DRAWINGS,LIGHT GRAY OR COMPLYING WTH SD-100 HWJM MATERIALS ANO CONSTRUCTION REQUIREMENTS. 9211 ARBORETUM PARKWAY ONLY THE WORK INDICATED ON 111E DRAWINGS SN .LADE FURNISHING MATERIALS. FOR ONE TEAR FROM GATE OF FINAL INSPECTION. NEUTRAL COLOR.AND SHALL CONFORM TO THE REWIREMEHT$OF ASTM C 90,TYPE 1. RICHIAIONO,vA 23216 EQUIPMENT AND APPURTENANCES,AND LABOR NEC TO COMPLETE THE WORK. C.DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO FINAL GRADE N. UGHIWEkJR TYPE WITH EXPAND SNAG AGGREGATE, 15.PROVIDE HOLLOW METAL ERNES OF THE TYPES AND STYLES INDICATED ON THE DRAWINGS ((80!)) 323-9500 VERWY ALL EQUIPMENT LOCATIONS WITH PROJECT MANAGER, O.LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT. WILL BE INSPECTION. AM)COMPLYING WITH SDI 100. PR04pE 16 GAGE FRAMES AT INTERIOR LOCATIONS. (&U!) 323-4058 FAX 2 PRIOR TO SUBWTTING A BIO,THE CONTRACTOR SHALL VISIT THE JOB STE AND BECOME ONE YEAR FROM DATE OF FINAL INSPECTION. GUARANTEED FOR 2. MORTAR; FAMILIAR WITH ALL CONDITIONS AFFECTING TIME PROPOSED PROJECT.INCLUDING DEYOUTION, A AA MORTAR FCR CONCRETE BLOCKS SHALL CONFORM TO ASTM C 270,TYPES AND ! MECHANICAL ANO ELECTRICAL INSTALLATIONS AND SHALL ADJUST BIO ACCORDINGLY SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS, NOTE: DOOR SHALL BE OPERAgE FOR FOOTING FROM THE INSIDE WITFIDUT THE USE OF A PART 2 DOMLITX)N KEY OR ANY OTHER SPECIAL DEVICE Ill,y/• 3.CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMIEYNSIONS ON THE JOB SITE 3. WIRE REINFORCING IN BED JOINTS. �tIF,ISB Q► W AND CONFIRM THAT WORK AS INDICATED ON THE CONSTRUCTION DOCUMENTS(ALSO KNOWN 1 DEMOLITION SHALL BE CONTROLLED TO PREVENT THE SPREAD OF DUST TO OCCUPIED PORTIONS A TRUSS TYPE REINFORCEMENT SHALL BE OUR-O-WALL,-,OR EQUAL FABRICATED WITH A SI AS CONSTRUCTION PLANS) CAN BE ACCOMPLISHED AS SHOWN BEFORE PROCEEDNC. OR THE BUILDNC. SINGLE PAIR OF SIDE AND CONTINUOUS DIAGONAL CROSS-BOOS SPACED NOT YORE THAN 4 NOTIFY PROJECT MANAGER OF AHY MAJOR DLSCREPANLY REGARDING THE CONTRACT 2.EXISTING WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE WORK DAMAGED BY 6'ON CENTER WIRE IN FABRICATION SHALL BE GALVANIZED ACCORDING TO ASTM 1t6, ,4 DOCUMENTS, TAMMCONDITIONS.ERFMN AND OR DESIGN THE CONTRACTOR CONTRACTOR SHALL BE REPAIRED TO MATCH EXISTING WORK. CUSS 3. SIDE ROOS SHALL BE 9 GAGE 3/16-MINIMUM LENGTH SHALL BE 10'-0-WITH Gt DOCUMENTS. FOR EXISTINGOBTAINING BIS CLARIFICATION ES PRIOR INTENT TOSHALL BE 3.AT THE END OF EACH WORK DAY AND DURING INCLEMENT WEATHER,CLOSE ALL EXTERIOR MATCHING CORNER AND TEE UNITS. C6MiM .Od/88t't OR RELATED WORK IN QUESTION, WITH THE WORK OPENINGS WITH WEATHERPROOF COVER. B.SPACING: TYPICAL IN BED JOINTS,AT 18'VERTICAL INTERVAL CT OPENINGS:ABOVE Alp 4. REMOVE DEBRIS AND RUBBISH FROM THE SITE DAILY. DO NOT ALLOW DEBRIS AND RUBBISH C.AT OPENNGS:ACE AND BELOW EACH OPENING PLACE REINFORCING IN ONE ADDITIONAL �,��5.INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS UNLESS TO ACCUMULATE IN BUILD NG OR ON SITE. JOINT TO EXTEND 3-0'PAST THE OPENING EACH WAY. SPLICE LENGTHS FOR HORIZONTAL SPECIFICALLY OTHERWISE INDICATED. OR WHERE IOfAI CODES OR REGULATIONS TAKE 5.FOR FLOOR AND WALL PENETRATIONS. JOINT REINFORCEMENT SHALL BE AT LEAST 8"FOR TRUSS MID 16"FOR STRAIGHT TYPE L� A.CONTRACTOR MUST LOCATE REINFORCING BARS IN EXISTING FLOOR SLABS USING A RELIABLE •B� L,�,0 :: B.CONRRA PRECEDENCE NON-DESTRUCTIVE TESTING METHOD APPROVED BY THE OWNER.CORE DRILL AS NECESSARY 4. INSTALL STEEL Was ABOVE EACH OPENING. FILL CORA WITH GROUT 1 COURSES BELOW SHALL VISIT JOB SITE TO REVIEW SCOPE OF WORK AND EXISTING SITE TO ALLOW CABLE PENETRATION WITHOUT CUTTING EXISTING REINFORCING BARS. LINTEL BEARING. CONDITIONS INCLUDING. BUT NOT WAITED TO. MECHANICAL SERVCE ELECTRICAL SERVICE OVERALL COORDINATCN. B.FILL OPENING AFTER CABLE INSTALLATION WITH INSRA-FOALS INSTAL-FIRE SEAL SILACONE i RN FOAM. r 7 ALL TELEPHONE/RADIO EOUPYEHT LArour, SPECIFIGTONS,PERFDRMIANCE, INSTAUTION DIVISION 5: STRUCTURAL STEEL-05120 - AND THEW FNAL LOCATION ARE TO BE APPROVED I3Y PROJECT MANAGER. THE CONTRACTOR PART 3 PRODUCTS SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WIN THE WORK AND CLEARANCE REQUIRED BY OTHERS RELATED TO SAID EQUIPMENT. I MATERIALS EREIN A SOIL STERILIZERS ALL OWINGS ANO WRITTEN ALCM&CONTAINED 8.ALL WORK PERFORMED ANO MATERIALS SHALL MEET THE HIGHEST TRADE STANDARDS.AS A TOTAL KILL PRODUCT 910 - EPA 10292-7 AMBUSH HERBICIDE - EPA REGISTERED HITHOU ARE THE PROPERTY OF MINIMUMENGINEER STANDARD. CONFORM'WITH ALL APPLICABLE CODES. REGULATIONS AND ORDINANCES PHASAR CORPORATION FRAAR INDUSTRIAL PRODUCTS I. QUALITY ASSURANCE. NO WY NDT BE OUPUIJJED.USED OR 66QDSED HAVING JURISDICTION. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS. P.O. BOX 5t23 1435 MORRIS AVE WIIHOIIT THE WRITTEN CONSENT OF ENCREER. ORDINANCES, RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY WITH PROVISK)NS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, BEARING ON THE PERFORMANCE OF THE WORK, DEAREIORN, W 48128 TEL 313 563-8000 UNION, NJ07083 TEL 800 526-l92a EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: B.ROAD MID SITE MATERIALS SHALL CONFORM TO VA DOT ROAD ANDA AGO "CODE OF STANDARD PRACTICE' 9 ELECTRICAL STSILMS SHALL BE INSTALLED PER N.EC.AND IIACCORDANCE WITH ALL SPECIFICATIONS JAL 1994 WHEN REFERENCED TO FILL MATERIAL - B.AIS SPECIICATI TI FOR STRUCTURAL STEEL BUILDINGS -ALLOWABLE STRESS ' APPLK'.ABLE UTILITY COMPANY SPECIFICATIONS. • AND LOCAL AHD STATE JURISDICTIONAL ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH VA DOT DESIGN AND PLASTIC DESIGN'. INCLUDING THE'COMMENTARY ANO SUPPLEMENTS CODES.ORDINANCESNV APPLICABLE REGULATIONS. DEPARTMENT()F'PUBLIC TRANSPORTATION STANDARD SPECIFICATION. C'AMIERICAHI " (MS) D1.1-92,STRUCTURA WELDING CODE- STEEL." 1 O.CONTFUCTOR SHALL PROVIDE CONIWUOUS SUPERVISION ARE ANY SUBCONTRACTORS OR C.SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID COMPOSTIION AND OF 2. MATERIALS: o2wireless Solutions WORKMEN ARE ON THE JOB SITE AND SHALL SUPERVISE MAD DIRECT ALL WORK. PRE EMERGENCE DESIGN. A STRUCTURAL STEEL PLATES. SHAPES AND BARS.ASTM A 38. D.Sp CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCT/ON MEANS, METHODS. SOILSTABILIZER FABRIC SHALL BE FIRM -SOCK B.HIGH STRENGTH THREADED FASTENERS:ASTM A 325. RES AND COORDINATING ALL PORTIONS OF THE 2. EOUIPMEM C.ELECTRODES FOR WELDING:E7OXX. TECHNIQUES. SEQUENCES AND PRADFOI WORK UNDER THE CONTRACT. A.COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. D.AU. STRUCTURAL STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153. 1086 CLASS)C ROAD Ti.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 1.LARGER AREAS SHALL BE COMPACTED BY SWEEPS FOOT VIBRATOR OR RUBBER TIRED E CEMENT GROUT:EMBECO BY VASTER BUILDERS OF AN APPROVED EQUAL SUITE 101 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA ROLLERS WEIGHING AT LEAST FIVE TONS. F.NON-MLTMLIC.SHRINKAGE-RESISTANT, 4000 PIT COMPRESSIVE STRENGTH GROUT, DURING CONSTRUCTION. 2.SMALLER AREAS SHALL BE COMPACTED BY POWER-DINER.HAND HELD TAMPERS PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL APEX,NC 27502 I.EUCO N.S. BY EIJCLIO CHEMICAL CO. Phone:(919)367-2210 12.ALL CONSTRUCTION SHALL BE M ACCORDANCE*NTH UNIFORM BUILDING CODE(NBC) 1996 PART 4 EXECUTION 2.MASTERFLOW 713 BY MASTER BUILDERS EDITION.ALONG WITH 1996 UPC. PAC,AND THE 1996 NEC. Fax:(919)387-2220 1 INSPECTIONS 13.CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES THAT ARE TO REMAIN.CONTRACTOR LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING comsmucnort. OF CONCRETE POURS. UNLESS OTHERWISE SPECIFIED BY OWNER OR LOCAL JURISDICTION. 14.SEAL ALL PENETRATIONS THROUGH FIRE RATED AREAS WITH UJ- LISTED OR FIA.APPROVED 2. PREPARATION DIVISION 7: SEALANTS AND CAULKING-07900 MATERIALS. A CLEAR TREES. BRUSH AND DEBRIS FROM SITE AREAS AND ACCESS ROAD RIGHT OF WAY 15.DETAILS AND SCHEMATICS ARE TO PROPOSE TO SHOW END RESULT OF THE DESIGN. MINOR AS DIRECTED BY PROJECT MANAGER. MODIFICATIONS MAY DEEM TO BE NECESSARY TO SUIT JOB CONEIDONS AND DIMENSIONS. B.MINIMUM TO OTHER EMANATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OF SIX (8) INCHES BELOW ORIGINAL GROUND LEVEL C.UNLESS OTHERWISE INSTRUCTED BY PROJECT MANAGER TRANSPORT ALL REMOVED TREE, 1. PROVIDE JOINT SEALERS.JOINT FILLERS AND OTHER RELATED MATERIALS THAT ARE DATE TB.VERIFY All FINAL EQUIPMENT LOCATIONS WITH OWNERS REPRESEMATNE. BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL_ COMPATIBLE WITH ONE MOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF 8/2/00 ISSUED FOR Rfl'E7' 17 DIMENSIONS ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED, D.PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS. ROLL THE SOIL SERVICE ANO ARPLIGTONS, PROVIDE COLORS TO MATCH ADJACENT SURFACES. PROVIDE BLACK OR OTHER NEUTRAL.COLOR WHEN NO OTHER COLOR IS AVAILABLE. 10/II/CO E WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LANE OF THE GRUBBED AREAS ISSUED FOR ZDWNG 18.CLEANUP AND SAFETY KEEP PROJECT AREA CLEAN. HAZARD FREE AND DISPOSE OF ALL WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL DIRT. DEBRIS. RUBBISH AND EQUIPMENT BELOVED AND NOT SPECIFIED AS REMAINING THE 2. ONE-COMPONENT POLYSULFIOE BASED. ONE PART EJOINTS ERIC SFA ANT.COMPLYING WITH PROPERTY OF THE OWNER ETC. LEAVE PREMISES Al A VACUUM AND BROOM CLEAN J. INSTALLATION FS TT-S-00230.CLASS A TYPE I (NON-SAG), FOR JOINTS AT PENETRATIONS THROUGH 11/22/00 ISSELO FOR Rt1F1f CONDITION: FREE FROM PAINT SPOTS. DUST.OR SMUDGES OF ANY NATURE THE A THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB-BASE COURSE ELEVATION PRIOR EXTERIOR WALLS PROVIDE COMPOUND BEARING THE T90CD.CHEMICAL.CORPORATION SEAL i f/22/00 CROWN COMYIDTS CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTANNG ALL SnILSAS EQUIPMENT A TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD REQUIRED IN ORDER OF APPROVAL PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY PROJECT MANAGER THAT UPON EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. B.HORNFLEX ONE SERIES BY DAP. INC THE RESULTING GRADE WILL CORRESPOND MATH SAID SUB-BASE COURSE, ELEVATIONS ARE B.HORNFLEX - COMPONENT BY W.R. GRACE&CO. 19 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION PLANS TO TO BE CALCULATED FROM FINISHED GRADES OR SLOPES INDICATED. ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE THIS'ELL BE DONE AFTER THE SITE B.E ANY, EXCESS SPOILS WILL BE CLEARED FROM JOB SITE AND NOT SPREAD BEYOND THE 3 ONE-COMPONENT ACRYLIC SEALANT.ACRYLIC NOT LEYMER.SOLVENT BASED ONE-PART REASXIS - HAS BEEN AWARDED THE FINAL INSPECTION. L:MITS OF LEASE PROPERTY UNLESS AUTHORIZE BY PROJECT MANAGER/AS ACRE MEND THERMOPLASTIC SEALANT COMPOUND, SOLIDS NOT LESS THIN 95%ACRYLIC.COMMPLYINC WffH TWO(2)COPIES OF REDLINE!)DRAWINGS WILL BE PROVIDED TO PROJECT MANAGER ANDFS TT-S-00230, CLASS R TYPE I. FOR PERIMETER OF METAL AND DOOR FRAMES. NO. DATE THE ENGINEER. (1 EACH) BY LANDOWNER THRESHOLDS AT O NERIOR DOORS.MO PIPE SLEEVES THROUGH EXTERioR WALLS A40 FLOOR Qt 1 70/16/Op CHANGE TO STEEL IIOHOPOIE • C.THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION SLABS. PROVIDE ONE OF THE FOLLOWING OF AN APPROVED EQUAL CONSTRUCTION TO PERMIT USE.COMPACTION AND OBSERVATION DURING CONSTRUCTION OF A DAP ACRYLIC BY DAP, INC. Q THE B.GACO AS-3 BY GATES ENGINEERING/SEC a. 0.AVOID CREATING DEPRESSIONS WHERE WATER MAY POND E THE CONTRACT SHALL BE ASSUMED TO INCLUDE GRADING BANKING. DITCHING AND UNLESS 4 OLEO-RESINS CAULKING COMPOUND: OIL BASED RESINOUS CAULKING. COMPLYING WITH OTHERWISE INDICATED. COVERING TWO INCHES OF SURFACE COURSE ALL ROADS OR ROUTES FS TT-C-598. NON-BLEEDING.PANTABLE, FOR ONE OF THE FOLLOWING OR AN APPROVED UTILIZED FOR ACCESS TO THE SITE COMMENCING AT THE POINT OF INTERSECTION WITH THE EQUAL NEAREST PUBLIC THOROUGHFARE. A.VULCATIX BY W.R.GRACE& CO DIVISION 2: SiTE WORK-02100 F.WHEN IMPROVING AN EXISTING ACCESS ROAD,GRADE THE EXISTING ROAD TO REMOVE ANY AORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING TILL OR STONE G.PLACE FILL OR STONE IN SIX INCH MAXIMUM AND COMPACT BEFORE PLACING NEXT UFT H.THE FINISH GRADE. INCLUDING TOP SURFACE COURSE. SHALL EXTEND A MINIMUM OF ONE THIS PROPERTY CCPYRICUfiFD NO S THE SAID FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. DIVISION PROPERTY OF THE OWNER IT 5 PRODUCED I. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS. PARKINGROI/COUCTION 8: METAL DOORS & FRAMES-081 1 0 SMELT FOR USE BY THE PIER No ITS ANTUADS, EARTHWORK AND DRAINAGE AREAS,AND TO ALL OTHER SLOPES GREATER THAN 2.1 DR�E OF INS ORAL F PART 1 GENERAL J.RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE$WALES. THE NiORIUTXJ/l CONTAWED N rt 5 MXUBOOOI K.RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. WITHOUT TIE MURCIA PEPoYS4UN LT DE MA L 1. WORK INCLUDED L SEED FERTILIZER AND STRAW COVER SHALL BE APPUED TO ALL OTHER DISTURBED AREAS, AND DITCHES, DRAINAGE. SWALES. NOT OTHERWISE RIPRAPPED. 1. PROVIDE DOORS AND FRAMES COMPLYING WITH STEEL DOOR INSTITUTE 'RECOMMENDED A.REFER TO THE LAND DEVELOPMENT PLAN AND SITE PUN FOR WORK INCLUDED M.UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES. NOR CULVERTS BE PLACED SO THEY SPECIFICATIONS FOR STANDARDS STEEL DOOR AND FRAMES" (SIX 100).AND AS HEREIN DRAWN BY: CHS i 2 RELATED WORK DIRECT WATER TOWARDS. OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO RAILROAD SPECIFIED. A CONSTRUCTION OF BUILDING FOUNDATION RAR AST. IF DESIGNS OR ELEVATIONS COHFUCT WITH THIS GUIDANCE ALVAR SHOULD BE CHECKED BY: ()FS B.CON INSTALLATION OF UTILITY k ADVISED IUYEDATELY. 2. SUBMIT SHOP DRAWINGS FOR THE FABRICATION AND ERECTION OF HOLLOW METAL DOORS C.ERECTION OF FENCE SIVILY N.W DITCH LIES WITH SLOPES GREATER THAN TEN PERCENT. MOUND DIVERSIONARY AND FRAMES. INCLUDE. DETAILS OF EACH FRAME TYPE. ELEVATIONS OF DOOR DESIGN TYPE$, HEADWALLS IN THE DITCH AT CULVERT ENTRANCES.THE HEADWALL SHALL BE POSITIONED CONDITIONS AT OPENINGS. DETAILS OF CONSTRUCTION. 3. DESCRIPTIONS AT AN ANGLE NO GREATER THAN 60 DEGREES OFF THE DITCH LINE RIPRAP THE UPSTREAM LOCATION AND INSTAIATION REQUIREMENTS OF FINISH HARDWARE AND REINFORCEMENT. I CIA NA CCATE YE/SIit NINE A ACCESS ROAD.TURNAROUND SIDE OF THE HEADWALL AS WELL AS THE DITCH FOR SIX FEET MOVE THE CULVERT AND DETAILS OF JOINT CONNECTIONS. SHOW ANCHORAGE AND ACCESSORY ITEMS, RAIN ED. EASILY MAINTAINED, EVEN SURFACE F OR AND EQUIPMENT EDELNERLES AND ENTRANCE. O A WELL °RAIN DED. EA PERSONNEL ACCESS. 3. WHERE FIRE-RATED DOOR ASSEMBLIES ARE INDICATED OR REQUIRED. PROVIDE FIRE-RATED DOOR AND FRAME ASSEMBLIES THAT COMPLY WITH NEPA 80 STANDARD FOR FIRE DOORS AND WEBER PROPERTY 4. QUALITY ASSURANCE WINOOWS AND HAVE BEEN TESTED, LISTED AND LABELED IN ACCORDANCE WITH ASTIM E 152 GILLUMS MOUNTAIN A.APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTLJRQT$RECOMMENDATION (USE AS STANDARD METHODS Of FIRE TESTS OF DOOR ASSEMBLIES"BY A NATIONALLY RECOGNIZED NEEDED) DIVISION 3: CONCRETE WORKS-0 3 310 INDEPENDENT TESTING AND INSPECTION AGENCY ACCEPTABLE TO AUTHORITIES HAVING B.GRASS SEEDS SNAIL YN L BE APPUED AND NTAN uu ED AS RECOENOED BY THE SEED JURISDICTION. PRODUCER (IF REQUIRED). i SITE NUMBER C VEGETATION LANDSCAPING. IF INCLUDED WITHIN THE CONTRACT.WILL BE PLACED ANO 4. HOT-ROLLED STEEL SHEETS AND STRIP COMMERCIAL DUALITY CARBON STEEL, PICKLED MAID MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS (IF REQUIRED). OWED, COMPLYING WON ASTM A 589 AND ASTY A 588. 5. SEQUENCINGI QUALITY ASSURANCE. 5. COLD-ROLLED STEEL SHEETS. COMMERCIAL QUALITY CARBON STEEL COMPLYING WITH CVR47D A CONFIRM SURVEY STAKES AND SET ELEVATIONS PRIOR TO ANY CONSTRUCTION ASTM A 366 AND ASTM A 568. A TILE CONFIRM COMPLETE ROADT AND$ MALL BE GRUBBED PRIOR TO FOUNDATION COMPLY WITH PROVISIONS OF THE FOLLOWING CODES,SPECIFICATIONS AND STANDARDS. SITE ADDRESS B.CONSTRUCTION OF PIM"FMENT OF BACK FILL OR SUB-FA0F MATERIAL., EXCEPT WHERE MORE STRINGENT REQUIREMENTSTRuCTU ARE OR SPECIFIED.S' 6 SUPPORTS AND ANCHORS: FABRICATE OF NOT LESS THAN 16 GAGE SHEET STEEL. C.CONSTRUCT TEMPORARY CONSTRUCTION ZONE DRIVE A ACI 301-89 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS' D THE SITE AREA WILL BE BROUGHT TO SUB-BASE ACCESS SE ELEVATION AND THE ACCESS ROAD B.ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(REVSED 1992) 7 INSERTS. BOLTS AND rASTENERS MANUFACTURE'S STANDARD UNITS COMPLYING WITH TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATION. AND AC1318-IN 'CLING STEEL (REVISED 1992) 1LST,1 A 151, CLASS c OR 0 AS APPLICABLE. INTERSECTION OF 1-64 E.APPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS. C CONCRETE REINFORCING STEEL INSTITUTE(ORBIT."MANUAL OF STANDARD PRACTICE' F.GRADE.SEED FERTILIZER AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING SITE 8. SHOP-APPPLIED PAINT FOR STEEL SURFACES USE RUST-INHIBITIVE ENAMEL OR PAINT. AND S.R.708 AND ACCESS ROAD TO BASE COURSE EILVATMON, WATER TO ENSURE GROWTH. 2.REINFORCING .ASTMMATERIALS: EITHER MR-DRYING OR BAKING, SUITABLE AS A BASE FOR SPECIFIED FINISH PLANTS. CHARLOTTESVILLE,VA 22903 G.REMOVE CRAWL FROM TEMPORARY CONSTRUCTION ZONE TO AN AUTHORIZE AREA OR AS A WELDING WIRE A 815.CRA 1 60 DEFORMED. DIRECTED BY PROJECT MANAGER. B.WELDING WIRE fREINFOSDI A 185 WELDED STEEL WIRE FABRIC. 9 FABRICATE HOLLOW METAL UNITS TO BE RIGID, NEAT IN APPEARANCE MCI FREE FROM H.AFTER COMPLETION OF CONSTRUCTION BUT PRIOR TO THE FNAL PUNCH LIST INSPECTOR, C SUPPORTS FOR REINFORCEMENT BOLSTERS, CHAIRS. SPACERS AND OTHER DEVICES FOR DEFECTS. WARP OR BUCKLE WHEREVER PRACTICAL FIT AND ASSEMBLE UMTS IN THE REFER TO GRAVEL SPACING. SUPPORTING ANO REINFORCING BARS IN PLACE. USE WIRE BAR TYPE SUPPORTS MANUFACTURER'S PLANT WELD EXPOSED JOINTS CONTINUOUSLY. GRIND AND MAKE SMOOTH, 1 APPLY THREE (3) INCHES OF 1/4 NCH STONE TO ALL GRAVELED AREAS PAVEMENT DETAIL). ( COMPLYING WITH CRSI SPECIFICATIONS. FLUSH AND INVISIBLE.METALLIC FILLER TO CONCEAL.MANUFACTURING DEFECTS TS NOT I SFHEET TTIE I AFTERAPPLICATIONS OF FINAL SURFACES.APPLY SOIL STERILIZER TO THE STONE SURFACES. ACCEPTABLE, J.CONCRETE MATERIALS: 6 SUBMITTALS A.PORTLPND CEMENT ASTY C 150,TYPE 1 10 COMPLY WITH SD-100 REQUIREMENTS AS FOLLOWS: INTERIOR DOORS SHALL BE SDSHOO. GENERAL NOTES& A BEFORE CONSTRUCTION B UGHTWEIGHT AGGREGATES.ASTM C 330 GRADE I .HEAW DUTY,YODQ. 1, MINIMUM 18 CAGE FACES. IF LANDSCAPINGIS APPLICABLE TO THE CONTRACT.TWO COPES OF THE LANDSCAPE PLAN C.NR-ENTRMNNG ADMIXTURE ASTM C 260 CERTIFIED BY THE MANUFACTURER TOUSPECIFICATIONS • UNDER NURSERY LETTERHEAD. PPLICABL If A LANDSCAPE ALLOWANCE WAS INCLUDED IN THE COMPATIBLE WITH (JEER REQUIRED ADWXTURES. I T EXPOSED FASTENERS. UNLESS OTHERWISE INDICATED, PROVIDE COUNTERSUNK FLAT CONTRACT,AN ITEMIZED USTNC OF PROPOSED COSTS UNDER NURSERY LETTERHEAD PNIUEPS OR JACKSON MEADS FOR EXPOSED SCREWS AND BOLTS. LANDSCAPING(REFER TO E PLAN FOR REQUIREMENTS). 4.PROPORTIONING AM) DESIGN OF DUXES. 2.SUBMIT FOR APPROVAL, 1/2 CUBIC FOOT OF THE PROPOSED SURFACE COURSE MATERIAL A 3000 PSI 28-DAY COMPRESSIVE STRENGTH CONCEALED FINISH AFTER HARDWARE.DWARE. INCLUDING CUTOUTS, REINFORCING. DRILLING AND TAPPING ANAL DRAWING SHEET HLAIBFR i S 1.MARUFALTURER'SER'S DESCRIPTION OF PRODUCT AND WARRANTY STATEMENT ON SOIL STEM.IZED. B WEIGHT: 110 PCF IN ACCORDANCE WITH FINAL FINISH HARDWARE SCHEDULE AND TEMP ATFS PROVIDED BY ,nA2.LANDSCAPING $DESCRIPTION Of PRODUCT ON GRASS AND FERTIUZER C.W/C RATIO: O.N MA IMUM (NON NR-ENTRAINED), 0.35 MAXIILJM (AR-EN-MANED) HARDWARE SUPPLER COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI A 115 NUT RELEASED \ 3.LANDSCAPING WARRANTY STATEMENT. 'SPEGf1CATiONS FOR DOOR ANO FRAME PREPARATION". FOR C-� OAiE. /1 VO6 I purr SCALE. n I r LEGAL OES nom LEASE PARCEL LEGAL DESCRPTHON PARENT TRACT i�'�'*' \' •. • • •• COdAAEN PA AT A11 HONMY MONUNEM FOUND ON THE EASTERLY ROM-OF-LAY CC BEGNRANC.AT A V0H MONLNENT FOU4D (P.0.8. It)ON THE EASTERN R1G iT OF TAY OE •.S. A,/7.• �'• '•'+? e DRY 9R10GE ROAD. ROUTE 70� T/NENICE 52a'a7'J2'E t9.OD'ALONG SAD STATE ROUTE 706: THNE7aCE nfM THE RCM Di NAY OF'STATE • t RIGHNT-OF-tAY TO A PONt(P.o.8./3): THENCE THNOIIf]N THE LANDS CI. OAVOt _ ROUTE 706 pa 60.79 FEET TO A VON NDICI,IEM F'O 0.3 T/EHCE NA 0 13a•IS FEET TO A VCIN •FONIl17FENFT f i '� \ I: � C. REBER. GEED 800K 824• PACE 37 564"39'56-E 60_59 FEET TO AM NON Poi r(` `•; • •••'• SET AT THE TRUE P'OI(i OF BEGANNG(POB 12); FOUND: THENCE NtTa7.12Y 50..79 FEET TO A PONTPON BENG A WESTERN CORNER Of NOR OR T. •e\••• . FORAERLr ROBERT FINLEY PROPERTY, OLEO BOOFL i69p, PAGE 365; THENCE lFhVt+G SAD ,'c• `'s, ROM OF Mr AND OTTH THE IAES a SAC FKEV PROPERTY N76'1 '�-•••••• 6'S3"E 260.03 FEET TO •1', ., • ( * ,•r /,'" •`•.. St• �••THENCE R1THN THE FEW LIMES OF THE LEASE PARCEL MO CONTINUING THROUGH THE A PONT; THENCE 52YI t'23-E 1194.73 FEET TO A PONT: THENCE M6t'35'26'E 8716 FEET `•K.OAK•• i ••', - LANDS OF SND WC C. REBER N15'SB'STY 30.SO FEET TO AN NON PR1 SET: THENCE TO A POW: THENCE SJO.02'52-E 329.50 FEET TO A PANT BEND CORNER '. t 10' •,A Mf'TALL +••' •••• �• •'` ••• ,,M 7s'0 t'09•E 30.00 FEET TO AN IRON PN SET: THNENCE 51Y58'S1"E 3D.00 FEET TO OF SAD FNL,EY PROPERTY, SA10 Part ALSO LOCATED bl THE NORTHERN NOR OR • \• \ ��AN IRON PN SET: THENCE S7EOl'09Y 30.00 FEET ro THE PONT OF' BECAAANC FORMERLY ARTHE DAVENPORT PROPERTY, DEED BOOK 13a 71A 1 +,•r 3f•'OML•• j• ; • % ,I�,,,,':COMANNO 900 SOIMRE FEET OF W/O ANO BERG SR7MTED N AFY MAOSTEiMI 3, PAGE 6a9•, IICNCE 'S FEEx_,,.•"� '. '•• SAD FINLEYPROPERTY ANO 1RTH THE LIME OF SAD Ow tRRF Ri LYSnaCT.ALBELARLE COUNTY,NRCNA 564'40 SA 363.F5 AL TO /I�AL *t3�OMI-'- ',Jr Tµ{, t ' A POW BEING THE NORTHREST CORNER CC SAC DAVENPORT PROPERTY, SAD POwT ALSO \ 15jK 75 ` Y'S LOCATED ON THE WESTERN RIGHT OF MY OF SAD STATE ROUTE 706: THENCE LEJNt11C SAD 1..y6► -.`' y •: `S c DAVENPORT PROPERTY AND 11TH THE RIGHT OF WAY OF STATE ROUTE 708 N2Y3253Y •,'.•'•. ••• A • �� ,.A 1_ •• ••• ;• 'A �•,: 310.07 FEET TO A PONT: THENCE N25-52']SY 472.03 FEET TO A PONT: THENCE 426' _ .7j•�••'' �I �•• v \v'•<v LEGAL DESCRIPTION CF PROPOSED 20•AcCESs\UTU1Y EASEMENT 19'35'1 142.18 FEET TO A PONT: THENCE LL36'a5'04Y 125.74 FEET TO A PANT:THENCE -'.•-` '�• ,' M2�S'• oh '900 SO.:FT.••,'• \t •, •-\:. COWENCNG Ai AM HC'iNMY 1,ONl1AFENT FWMO d1 EASTERLY RCM-pi-1AY DF N26J3'36Y 276.3E FEET TO A PpM; HENCE M6T35']a� PASSlC A VOH IC)IA:MEM •. •• '• \ ,' • DRY IsomaE/CN ROAD. ROUTE 706; THENCE S2oa7'32'E THEisL E ALONG SAD COUNO•ATT 164 FEETFOR OF or&LANO FROM RECORD o.co FEET BEND D PONT OF BEI.NNNG• Pg.' _tio. T7 REMITS WERE R! R7(M-OF-MY TO A POINT AT THE TRUE PORN Of BEGAwNNG(P08 /3j; OSiR7CT, AIBEMARLE COUNtt,vtRQNA SITUATED N we MAGKTERIAL �` �V I' ,H �•,1REE TRMR�Np1el�ae'tNCCa�G• •\, THENCE THA1000H THE LANDS OF WO C. WEBER, DEED 8001 82a• PAGE 37.AND I� • wR• ,� , , CONTINUING rn., THE CENTERLINE OF THE PROPOSED 20' ACCESS\UTO.TT EASEMENT Ai74131'09-E 3531 FEET TO A PONT: THENCE S1536'51•E 40.00 FEET TO A -:. .' • {•`• +`;.2. •_ • R OF STEEL MOA•OP • '`•,,• 1 is;pAi(' - R.. 3699116d,(U.S. i --. 7 PONT: THENCE N1S38'S1Y w.00 FEET TO A PONT; THENCE N7r01'09-E .1 J ,4 TALL f+o�ARx .. E 3819.162.E US F ••... \40A0 FEET TO A PONT BEING THE ENO OF THE 20' ACCESS\U1IUTr EASE WAIT HAVNi'A TOTAL LENGTH OF 115.5 FEET. :v• `C, ,,`.' P'S ELATLt 3Q01'32 ATA" N k't ` AL 697,13'LONG'` T6"J808.flK • --.....T. - • @ .•:. < _ :ELLv 695.6•FEET _ ._ ILI TILL POLE MOTES: .'.T�4 \ ACCESS ROAp, • . '��,w^`. NPRI4 68 ,,5-E 1. ORNER OF RECORD•. MVD C. RE '• ', 1.. - --_ _ BH5Al. PAGE 037. '1• isle ORR. - II 2. LEGAL REFERENCE: DEED scow 62a +,,,t 6.6'A \ '.. 00:� 3. TAX MAP NJMBER: 73-310 • • - _ )))1 a PROPERTY 5 ZONED: RA 't .. , V`'^•.:v.,,' - _ _ 3� SS.. VERTICAL DATUM S NANO-88. _ --. -__ 111 `•:,` BEARINGS ARE REFERENCED TO VNd1M STATE CIAO. t ''v• - LEASE FFE v t5.cup 7. COORONATES BASED ON%/ROMA STATE GRID, 50JTH ZONE. ,: } �^ ' , LIME TABLE 3:+1 • ." ` 8. AU, EASEMENTS OF RECORD ON. N WERE PRWiCEO TO ' ••: - '•v, NCaFBER D1kECT10Fa. `OtSTA7CE - _. A SURVEYOR ARE SHORN HEREON. NO TTTLE REPORT INS _ E7CS7YR'•. `,.a v•` - LI N7 COT'09'-E 30.00' f OQOa'sa' EURNSHED TO SURVEYOR AN70 THERE MAY BE •• 1pool, . ix^_ T L2 515'b'SIwE JO.00' _ ENCUMBRANCES ON $URYEYED PRDPERTr NOT ^C)ItN HEREON. 1�L A�15E EIflF'• 700.3�.,-• _ .0 57a'O t'O9'�R -- •J0.00' - - - - 9. LOCAL MITER COMPANY: VA PORER CO. PHONE L26-667-3000. •',s TOP y10�� •'+••` ._UT3 TY PQE 0. LO(JIL 55 UTI NE CT I-6 Y: SPMtrt PHONE Sw-ne-etot. -•Q6L '-Ca- Mt Y58'SI"R JO.00' .�" ii 1 ``N.\• - s�'\ 1 1. CALL MSS UTILITY AT t__ VP5H1 ss -600-552-7001 BEFORE 'X7MENPC' ''s• ''<?�• ''-..^ OO.Oa M^ _ CONSTRl1CT10N. . �•' ' 12. PROPERTY K LOCATED N F,EMA. FL000 ZONE '0 A5 PERZ fi.- _ - R000 NAP 7Ti1N A COIYUNITY-PANEL NU118ER 7<510006 0195 8 '-.''y.• -"-` `y - ` R1TH AN EFFECTIVE DATE OF OECEMBER 16. 196S. -'a eE' ---___ 'k%A--:-..- ' \ %I; .:,---;:::,:ssA‘',.\VV.. ",..,,_., -------_.,..-. --------- N/P ROBERT TWEET ''� ''� D.S FBSV7 A:. SBS Aldl+11d11AANT - `'•` - TAX/7J-JFC It [.OMl116N7 ^........... ^ �.H. \,; ZONED:RA PgJr0. 3{. RAL h� • - 3 0.8. 824, PG. 37 •; OEM- 10.31 ACRES . : • • +. Si`/IIE. 1 •ZO' RECORDS . '.�4,. TAX/ 73-310 0. la 7 c �Ji ��PLT H OF o 0.1‘ y� \ VF NON PR FOLJNo i /J//.d�/�.O� \ PS RCM SET V.mi .O.H. VNRCJAAO MENT //(L 4, \ ` of HIGHWAYS JOHN R. McADEN D No. 002002 c �� `\ eeAeet. ES LIMES THAT ARE FROM RECORDS ANO NOT 6N /%-2 2"G/L�' AMID SURVEYED ON THE 060. O. J` \ y/� NOCAFEs SURVEYED LEASE PARCEL. ^Np CUR`I�yQ� \ V I J J� 1 'T. \ 1 SLCIVEY SHORRIC ,/ NOV 27 2000 !rat Y FROM RECORDS , MO A �a ih t SITE (.1IR 347 D LNE TABLE :4 )* .J 21 '�/t�Li U i�I✓ SITE wce PROPERTY sRWTED ON THE PROPERTY Di NWBER URECTDN OSTANCE QAlO C.L5 N6735'54-E 40.00' WEBER • L6 N774s'36'Y 60.79' Ap AA AR7HR OAVENPORr BEANO ACCESSED FR0,1J7 L7 M24'4 7'32'�A 134,15' Oa 73tJ PG. 619 WN90M t0[OtAL STATE ROUTE 7O6 L8 N1Ta7'12Y 50.J9' FAX/7J-.TM 0.0 Ocsa•ww N ANY YA(1STERMl, D4TiiOS L9 ,N61•JS'28"E 8t.36' IONE&RA win I/Tow .11T ser�ow ALBEMARLE COUNTY. VNpAA No •_ ___'Can _ NONEMBER 22. 2000 t O 103 200 300 1a/w/7000 LFA9C N1YA RC[.cows,*can curt. liflig moolo • t�/IA/7aao t[+tlE AREA ACCESS C91ss T0A0.nRL LocIN /RD000150.00 \ I1/17/7000 MEE«EOM 58 Scale _ 00' \ TEL Sao-772-90 FAX: SAO-772-8050 \ 1/77/7000 Owea xTK'OrT B017N.h A�twc.alef, Inc. 1 GdPOro RoonoillaterilL 1.018 •..0 •..•'^"1 I _ i ) UTILITY POLE FALL ZONE Triton PCS VPRH 68 TRITON PCS ao'-8-t TO EQUIPMENT , ^ 9211 ARBORETUM PARKWAY (R(1016).0ND,W 1 23236 i- (6W) 323-A038 FAX i' PROPOSED 20'WIDE Ir. 60A 323-9500 ACCESS/IfTN.fry EASEIIETIT ' '.�i PROPOSED EQUIPMENT CONCRETE PAD rant EWIPYfI(f 15'CARP an VPSH 05 LIDLITY POLE ry Z�/p W sa-s•t To EQUIPMENT16)1Afikeall • N\i ACCES OCRAVEL"iiw� 1001MF.✓Iadiattl ACCESS ROA �� ih0l�4 i CONCRETE IV, \ '� PAD .4%►A TELE PDO. '� .vf�/ KJD 9-2-1 DKISTING MONOPOLE \ CENTER OF PROPOSED 94' Aft DRAWS AND WRRTEN MATERIAL C01LIA1IAFD HEIGHT 90' $REEL 110NOPOIE HEREIN ARE THE PROPERTY OF ENGINEER MD MO 1} LIEDU.PIICAT D.USED OR WEED W\ r HEW THE WRITTEN CONSINT OF ENGINEER. t o2wireless Solutions `.A. 0 1066 CLASSIC ROAD \ e, SURE 10i � APEX,NC 27502 , ;' Phone:(919)367-2210 \ \ VA- Fax:(919)367-2220 ROBERT h7NLEY \ \\ Oa 1890 PG 565 `\ X if7J-J1C \ TA Zt AA \ [AND USE. VACANT -RELEASE OATE MIN. SETBACK REQUIREMENTS \ \ 6/2/00 ISSUED FOR RENEW FRONT: 75' �A 10/11/00 ISSUED FOR ZONING BC` 11/16/00 ISSUED FOR REYIEIY SIDES: 25' ?" 11/22/ao rnoWN Ca6ENTS REAR: 35' p oZ o 4 \ REASONS TA. \ NO. DATE Q1 10/16/00 0-WICE ro situ.NONOPCEE i \ o \ o T16 O MW G S COPrrrxHTED AND S Of Wit \ PR'OPERiY of THE HYMHT, R IS PROpUCEp \ _ SUIIY 007 111 6P E NI ND as 3 AI /FS \\ ` SOLLT FOR t OR USE OF 7ELS t o...AFFILIATES \ LEE IF016AIpN CONNED N IT S FORBIDDEN UMW LIE WEIMI PERIM=OF DE OWNER. \` DRAWN BY: CHS' \ CHECKED BY: DFS \ CANDIDATE NNE/SRE NAME I D.B. 824, PG. 37 WEBER PROPERTY 10.31 ACRES GILLUMS MOUNTAIN FROM \ FROM RECORDS \ i��/ TAX# 73-31 D \ %' ZONED::RA % SITE NUMBER LAND use VACANT \ �.� /// . CVR-347D / SITE ADDRESS N/F INTERSECTION OF 1-64 ARTNUR DAVENPORT AND S.R 708 0.61 15IJ PO 6/9 L4X/7.J-JIA CHARLOTTESVILLE,VA 22903 ZONED:RA LAND USE: VACANT \ SHEET TIRE SITE PLAN \ • SCALE: 1'-80' \ SITE PLAN I. 130' In r SWEET NU4BER ••= 1:41.DRAWING 1 NOT RELEASED ONSTRUCDON C-3 ewe novo I PLOT_ . . titNhiLU Nt)lFl a r'iOn�( ` TREE NOTATION I F(T un• 1 EXCEPT AS MAY BE EXPRESSLY NOTED TO THE CONTFARY vv HEREIN. NO TREES OR SIGNIFICANT VEGETATION IS TO BE TRITON PCS NOTE TREE DLR1 ILR� tED AT BREAST HEIGHT(DON). REMOVED WITHIN 200' OF THE CENTERLINE OF THE • TRIO9211 ARB ND.VA DM PARKWur S.R O. . SOUTHERN RE PROPOSED P0 N.R.O. • NORTHERN RE.. ...-. � i (80a) 323-VA 23236 9300 UNDETERMINED SPECIES IN THE RED OAK CROUP 2.OVERALL TOWER HEIGHT INCLUDING LIGHTNING ROO - 96' (Ew) 323-4056 9500 FAx U m0.x- 410011 ICV.k Hlzr.. DELI F.SAWN .a Ib.Dl6N ff 1 36"ASL SRO. 86' TALL ,�. L�/ ASL BASE ELEV - 695' 1 C ASL TOP ELEV - 781' 1 \ 1 27' S R.O 60' TALL 23- S R 0 75' TALL ASL BASE ELEV - 695' ASL BASE ELEV - 695' ASL TOP ELEV - 775' y Ni HERON RGS AND WRIREN wmur>_CDI ENGINEER A'1I� HEREIN ARE THE PROPERTY OF ENGINEER 1 ASL TOP ELEV - 770' }t'3 .4.. MD WY CrIHBE ITTEN CONSENT OIT OR 0610.03ID 1 }Z ON T.E. ' ,� 36' R 0 76' TALL WTTNOUt THE,1RITTEN CONSENT OF ENC*fER ASL BASE ELEV - 694' 1 — \ ASL TOP ELEV - 770' i 25' RADIUS i i --/ 11 o2wireless Solutions PROPOSED 1086 CLASSIC ROAD 20' WIDE - , i �� LIT* 26'S.R 0 70' TALI. 1 SUITE 101 ASL 8,45E ELEV - 695• ,`".. \ APEX.NC 27502 ASL TOP E . - 765' i I" i TRITON PCS H-FRAME Phone: \ / r, .?., T1 METER STAND Fax:(919)387-2220 \ i . , ' \',' �` ` EXISTING ' GRAVEL DRIVE \ \-- ' CENTER OF PROPOSED 94' An v.cF \ ASL BASE 46,, MONOPOLE_ 0- ASL TOP ELF/ - 790.5'- GATE L EXISTING ' 6/6/00 ISSUED FOR REV EW I GRAVEL DRIVE C�%0 10/11/00 Ica iFO FOR ZONING 1 \ / \\' 11/16/00 5SUE0 FOR REVIEW I \ f I \.�---1.-------'- X TRITON PCS \ I 11/22/00 CROWN COMMENTS \ ICE BRIDGE \ JI:i� 29 0 � . I 0 \ <'' t 9' N R.0 76' TALL ` ' ® \ REv1510ES ASL BASE ELEV - 696'pia N� \ 1^ ASL TOP ELEV - 772' 1\ f A I PIO �� �` ` 0 10/16/00 CEW1('.E 10 STEEL MONOPOLE I / 1 i ;.a \ b �" 1 TRITON PCS (10'zi21 \ -� \ /• / CONCRETE EOUIPMFM PAD \ ""\-----r/ ES \ \ // \ THIS DRAWING 5 COPYRIGHTED AND 5 THE SOLE SOLEPROPERTY aF TFE OWNER. R 5 PROOUc.'ED \ \ \ AMP RFPROD CTaNOR USE OF THIS°RARI1G M D/ORR THE*FORMATION CONTAINED N R 5 FORM:1001 / *,nNDUt tIE METIER PE78690N a 111E QMER \ ` a \ 1i% } 'ryDRAWN BY. CHS \ I. h0 N. S. ......------ /- CHECKED Br DFS PROPOSED TRITON PCS \ 14- R 0. 66' TALL VIP `` LEASE AREA 30'z30' ASL BASE ELEV - 696' ( ) CANDIDATE NAILE RAC ASL TOP ELEV - 762' ' \ 27 Ro 76 TALL WEBER PROPERTY ASL BASE ELEV - 697' \ ASL TOP ELEV - 775' GILLUMS MOUNTAIN i 23" R 0 84' TALL PROPOSED TEMPORARY ` ASL BASE ELEV - 697' TREE PROTECTIONFENCE Sal NUMBER \ l� -- ASL TOP ELEV - 781' L) ® FUTURE ANTENNA CVR-347D \ I \ CLUSTER MOUNT (TYP) I STE ADDRESS \ INTERSECTION OF 1-4 SECTOR 1 \ / 1,� SECTOR 2 ANTENNA + ANTENNA AZIMUTH 75' AND S.R.708 AZIMUTH 270' WAD CENTER 84' CHARLOTTESVILLE,VA 22903 39' N R O 74' TALL WAD CENTER 84' ASL BASE ELEV - 698' 25" R 0. 88' TALL EXISTING ' '' ,' ASL TOP ELEV - 772' ASL BASE ELEV - 698' GRAVEL DRIVE + 1; AS24L BASER O 80'EIEVTALL- 699. 4,,, \ ASL TOP ELEV - 786' ASL TOP ELEV - 779' \ SHEET TITLE \ PLAN I ^N �41E. SITE DETAIL PLAN SITE DETAIL 1 AZIMUTHS ARE ORIENTATED CLOCKWISE FROM TRUE NORTH. 2 CONTRACTOR SHALL. VERIFY PROPOSED ANTENNA RAD CENTER AND ORIENTATIONS WRH TRITON PCS PRIOR TO INSTALLATION SCALE: 1'�5' OF ANTENNAS. FINAL DRAWING SHEET NUMBER i'-5' s 0 5 ANTEf INA MOUNT/ORIENTATION Q a ± FONOT RELEASED R toN C-4 • - . �^i ' -^ ..A...... .:..si.as'4 ..=.31:I.:4,4a+.i, , .444 _ r - .,* IRR :i-5. Zed v: .r - .,.:3. Triton PCS 1 _ • ,.... NOTE. 1 THE GRACE OF THE ENTIRE ,FA-Cr AREA ,s ., TRITON PCS A IS LESS THAN 25% SLOPE. ••, s. 9211 ARBORETLiid PARetWAY RICHmOrrO,VA 23236 801 323:9500 ;,- •, •-, 1304 323 4C68 FAX _ • ".t ' ,''' . „,_,,.. .,. . ., , . , , .,, , , ' 'accrod se ',)L'-f/o-• ' . . , . , . ..! ' ,, • . , . ,.,.., . .. , , '‘ . , `. , , \ .•-.-,/ '36- S R 0 86' TALL ASL BASE ELEV - 695' ,. •.. ,,. 1:4Z1b.1:40,1674.1H:) ASII,TOP ELEV. - 781' g a. up , l .•' AP, ....ot '4,t: , ,,,, 1 .. . . 1 -'- ,, . , ,s ,-,- , . ,,- 27' SRO 80' TALL ,‘ F . ,•- ASL BASE ELEV - 695' . ' EL DRAINICS ANO*RITTER MIER"CONTADIED .. 23-SRO 75' TALL , AS'.,TOP ELEV. - 775' ‘`, AV! HEREIN ARE THE PROPERTY OF ENGINEER ASI,BASE ELEV- .‘--7. --\ ASO IMF ICY BE DUPLICATED.USED OR MAD= . • I \ ,-.- , • • ASL TOP ELEV - 770' • .....1 X .— , -- "4-Sr. 36.R.0 76' TALL yeTTHOOT THE*WEN CONSENT Cr ENC.INEER. , 1 , ,' ---- • -- '•,\ ''•, ASSIC TOP ELEV LEV -P-79(,. . • 1 .....,01 ---. , ,o' , %.1,...,,, --- ' • . o , • • ...-- As.. 25' RADIUS , t . .., ..... . . . '' ---- , Ct , ., ----' ' I ,' . -•' ---- ' .------- \ S., . ---- , . • o2wireless Solutions ___. _--- -.4.. s', • , ..---- -- \ . , - ,, ,•-- s . , -- Z , ‘, IOW CLASSIC ROAD PROPOSED \ ....N..s.%.• .. , . • • 20' WIDE „-* - \ , '' SUITE 101 ACCESS/UTIUTY ..-..- ', . . EASEMENT ,28`S.R 0 70' TALL \\s', APEX,NC 27502 , • . . ..---- -ASL BASE ELEV - 695' \ ....-- . ,- ASL TOP ELEV. - 765' ......-- / , Phone.(919)367-2210 , • \ ' TRITON PCS H-FRAME , , , . '. .. , , alai: --..' \ ' METER STAND ' Fax:(919)367-2220 , , , • ., , , . . \ , , , , IN:: ... '- . , - \ ' , , - , --- / . , • . . , • , --- , • •,,, , • , , . , N , . __ Si—,- - • -- 'Ls', CENTER OF PROPOSED 94", -.., . . / / • , ,.. . RF1FASF z \ • SItti_ MONOPOLE `e .. ' , /' s . \ • AS'.. BASE ELEV - 696.5' \ DATE • ,451 TOP LLD/ - 790.5' . . .--,. • . . . , '• ---• —`, 6/6/03 TSSUED FDR REMEN , . . l , . L EXISTING --, , ,.„,.... ..,,A," ' ....,, • ..'". . , ' 10/11/00 1SSUED FOR ZONING s GRAVEL DRIVE 1 / . , s ..,., , . / C1100, \ , , 11/16/00 ISSUED FOR REVIEW . , ' . , , , . . ' \ I 1 , sss , , N ., ,' / 1 1/22/oo CROVRI GOIAIFAS ,, . ', \ 6:9 \ ,O TRITON PCS 178' TALL / • I 1 ‘. • % -19-N R 0 76 TAU_ 1,416...... ASL BASE ELEV - 697' t ICE BRIDGE ink •‘, , ,‘ REVISKNS . ' \ % AS'. TBASOPEELEvELEV. -767926. '',.... \ I IC. 1DA:16/00 CHANGE co STEEL MON3POLE • ‘,,, , ASL TOP ELEV - 775' p IZEF vs . ' ,' ---\ ___ .... /0- \ \ , , ,\ ..,), - , ,, , , , -- . , ..-- . Q , , & , \ \. ,----- . ,. . __ -.. . / . , , , \ TRITON PCS (10'4121 \s, , . 7. •, . I --- ,----- ,. CONCRETE EQUIPMENT PAD• Z\ . , . , . ' \ -7"‘ --' \ \ • II \ illaiallik , , . , 13:7‘37 • . , .--- / . . • /\ \ • • . • , .., , / , • , 1111S°RANG FS COPYRICIRED AND S DIE SOLE • , • i , \ 401 IP / \,-. ,, PRoPERTY OF THE OwNER. TT 6 PRODUCED\ • • ATIP., vill,,tt WO FOR USE RI 0f OWNER MO ITS"MATES, ' \ • ,• \ \ 1 ...o."1 REPRODUCTION OR USE OF TIC DRANANC AND/OR %yr. \ THE INFORNADON CONTAINED N R 6 FORME004 • . I \ .•-- 1 \ WITHOUT THE MITTEN Peacisosi Sr ilf DINER. ,, „ • ' • 1 \ -. • s. • ' ..- 0 • I \ . \ • • . • ‘‘, .....---..---\ , ., • I , • \ DRAWN Err- CHS 1 ' \ \ \ , s •:. . \ : , X-- \ ' , 1 Alb \ _- ,1 \ al, CHECKED BY. DFS ,_ • '49..%.-r... N 7- . _- , , - \-- PROPOSED TRITON PCS • •, . . I -- -.-. • ...------- . LEASE AREA (30.K30) \ 0.-66'TALL cANDIOATE Nuf_/STTE MAW • . , .....s \ N • . I ASk-BASE ELEV - 696' \ -------------- ._---..-- , - ..."..-' . ' \ S. , • , 1 N ..-ASL TOP ELEV - 762' ', ..----- , S. s. I . ........___•, ...-.• • • , ' I ' . • . „ • WEBER PROPERTY , , , . \ .--- , • \ , , . , 1 ; \ - -- -- , \ GILLUMS MOUNTAIN . , , , , \. ...- . ', \, , \ \ , ,, . ss , \ ‘• % . . PROPOSED TEMPORARY • SITE mul,e01 , • I . , ,, .-- -- 23.R 0 84' TALL . TREE PROTECTION FENCE • • ., • ,1 \---- ---. ASL BASE ELEV - 697' ' (TYPICAL) , \ • , , \, , ASL TOP ELEV - 781' Ali . \ C VR-347 D t ‘ , . % , ,, . \ ‘ , \ x . , . % '. ', \ , . - . 1 siTE ADDRESS • I . , , , So, • 1 , • \ , , • 1 • • ------------------- ' ., INTERSECTION OF 1-64 • ,, \ •, ,• % ., ,, • x , , \ ', •. TREE NOTATION LEGEND; AND S.R.708 CHARLOTTESVILLE,VA 22903 •. • % ,, •, • , , -, NOTE: TREE DIAMETERS MEASURED AT BREAST HEIGHT (D8H) I • • 25-R O. 88' TALL. ‘, 29*N R 0 74' TA::------------------------------------------------ -......---...'s'-----..--".---- ss,...,..ss .4,tio, s, Av., ASL BASE ELEV - 698' SR O. .• SOUTHERN RED OAK '. • I , \ .1 ASL TOP ELEV - 772' ASL BASE ELEV - 698' 24.R 0 80'TALL , N.R.O. . NORTHERN RED OAK , • I ' ASL TOP ELEV - 788' t-__ EXISTING —.1 , ' R.O. . UNDETERMINED SPECIES\IN,THE RED OAK GROUP . .''".'4,Y.4" ASASLL TBAsEoP ary --4999: s .' SHEET TITLE , • • GRAVEL DRIVE I • • . • , , . ' . I ., . , ' ` • . , I ' , ' GRADING PLAN , • , . ,, ,.. -.. ,. . , ..,___ _ . , , ' 0' GRADING S, S 0 GRADING PLAN SHEET NUMBER FINAL DRAWING SCALE. 1' 5' NOT RELEASED kir, r FOR CONSTRUCTION C-5 -,, 1 .5' DATC: N/l4/00 PLOT SCALE: 1.5 -I vow , ,. -,.;-.- .. - ., --.., -,- -,..'.-.:1tC...- : •....4-''7 -.. 7,',,i,1-'''' 4-- - .• v.-,--. ••• '• .• -. •.- . . . . . . •••' 4. 24" Triton PCS ICE BRIDGE / ` POSTS (TIP.) lr_ 47A1TON PCARBOPETiIu PARKWAY /L �ti alcNuoNo.vA x3x3e ' nb (90a) 3x3-o500 • n 0 'r,�„ (BIN) 323-a03L FAX I ICE BRIDGE I �i 7� 1 o 1 r • • CABINET. PLANTED BROWN BTRITON ROWN PCS(EA CABINET PAINTED O • b n t �� y ll I VAR or u i 1 o IN CONCRETE INSTALLED PER p Ib.O�'1 Qt a 3-1/2' DNA. METAL POSTS EMBEDDED . rr MANUFACTURER'S INSTRUCTIONS rc°911),/ � 4.OF /57 _A_ LS' 1 STONE —V iW CONCRETE PAD. TINTED BROWN W/DYETnLi I" CHAMFER 045'(TYP) - So I i- GRAVEL FILL EOCE OF '^ ' Ut j,i-2 /2•SLOPE12"SLOPE 6C I NT11101/i iNE MiRTEN CONSENT OF ENCtNEER. •••��.••4 GEOTEXTILE SEE DETAIL ��1J4;:;.' I.PIPE COLUMNS. WAVEGWDE CHANNEL, ••'y'1••�•, FOR REINFORCING ••�••••• SUBGRADE n FOOTING TYP AND PIPE HEAD 6Y ADVANCED LIGHTNING 1.; •:..•.• FOR CELLPAK/ o2wireless Solutions 1'-�•••4 12•_0• •• }*•'�`• METER RACK a 2.CONNECT EACH SUPPORT LEG TO L(TYP) • GROUND RING • 3.CABLE SUPPORT SPACING EVERY 4'-0• 1686 CLASSIC ROAD ( a— 4.COORDINATE CABLE ROUTE AND SUITE 101 INSTALLATION WITH CABINET. APEX.NC 22502 L 10'-0" I 12• I Pf one:(919)367-2210 Fax:(919)367-2220 EQUIPMENT SUPPORT PAD DETAIL (10'(12') NONEE• 3 CONCRETE EQUIPMENT PAD LAYOUT $SCAEE: 2 WAVE GUIDE BRIDGE DETAIL SCALE: NONE 1 12'-0" gill 4 RELEASE WDATE I 6/6/00 SSLED FOR REVIEM 10/11/00 6SUED FOR ZOIWIG NOTE. ANTENNA PANELS. CABLES. BRACKETS SHALL BE PAINTED BROWN. 11/16/00 ISSUED FOR REVIEY t1/22/00 CROWN COIWKNT5 R£ASUi6 NO. OAR 1 Q1 I0/16/00 CHOKE 10 TIED.IIONOPCYE STEEL MONOPOLE PAINTED DARK BROWN 0 FUTURE ANTENNA DADA TR-5 o ��' MECHANICAL DOWHTILT BRACKET - AND DADA FIX 805 .� OAPA TR-5 PIPE MOUNT BRACKET \\` I/ MECHANICAL DOWNTILT BRACKET iH6 DRAWING 6 COP1RUNiED AND 6 ThE SOLE PROPERTY OF THE OWNER n TS PRODUCED ........\\ `w, \�;`.`�� COW FOR USE BY THE GONER MC TR NT1UN[$ /E/�� REPROOUCIUN OR USE OF T116 EWAWWG NO/DR f111111 DRAwN Br: CHS CHECKED BY: DFSPANEL ANTENNA PANEL ANTENNAI CWCIOATE NAWE/STE NAVE MICROFLECT PIPE MOUNT PART / 81882 OR EQUAL MICROFLECT TRI-BRACKET jIPART / 81828 OR EQUAL WEBER PROPERTY 0� �` �� GILLUMS MOUNTAIN NOTE iH I N ® • % �'nllil�� �'• 1,CONTRACTOR SHALL VERIFY SIZE OF TRI-BRACKET 1 SITE NU6ER • - 2" 6"x6"x10GA -6" • 1" CHAMFER REQUIRED PRIOR TO CONSTRUCTION `1� �( �) 2.PANEL ANTENNAS TO BE FLUSH MOUNTED TO IONQPOLE. �) CVR 47D // III rA I ' •••,••,, ••,,, • I 1 g 1.ANTENNA DIMENSIONS HxW•0 - 44 Tx 6.3". 2 7" I GRADE) jI=1f. _ •:.•_•_•�:• .*••:::::::•:t::: :•_:: ' :a I _ SRE„aDRESs 11 1 • Tlib }_0 MICROFLECT PIPE MOUNT MICROFLECT TRI—BRACKET );E�, '. •••/4•REBAR e6••CRUSHED •STONE o e••D•u 1h'il 11111=•II PART / 81 B82 OR EQUAL PART 81828 OR EQUAL • CONTI UN OUS 20 MIL PVC VAPOR BARRIER • • • —1i ' / INTERSECTION OF 1-64 /4 REBAR TYPICAL AND S.R.708 AT 18'C/ CHARLOTTESVILLE•VA 22'303 TYPICAL 12- SECTION A NOTES- NOT TO SCALE CONCRETE 5000 PSI. SHEET TTRE NOTE. LIGHTNING ROD SHALL BE NO TALLER THAN 2' HIGH WITH A BASE DIAMETER OF 1 TAPERING TO A POINT AT TOP I SLAB TO BE LEVEL *1/4•. 2 FOOTING TO EXTEND A MINIMUM OF 12"BELOW UNDISTURBED SOIL AND OST UNE. SITE DETAILS I 3.FINAL SITE DESIGN IS THE RESPONSIBILITY OF THE SITE CONTRACTOR 4.SLAB FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING FINAL DRAWING PRESSURE OF 2000 PSI FIN DRAWING 5.SLAB FOUNDATION DESIGNED ASSUMING MAXIMUM PLASTICITY INDEX OF 27 8.TINT CONCRETE. EARTHTONE FOR CONSTRUCTION i SHEET e art 1I/14it10 `.I-6 CONCRETE PAD DETAIL & CROSS SECTION 1 'C"U. a ONE , • ::+ ,; ....,_a" '- . NONE (PEAT SEAL w 44 l NY ' as . ... . ' 4 • Triton PCS TRITON PCS g 9211 ONI).ARBORETUMV32/,gfMAY 36 (804)323-9500 (804)323-4058 FAX FENCE_ POSTS MAY BE 4.0 PINE 0/c./ S OR 2• OAK ay,L7R Op !7 5" 0/C MAX ORANGE UV-RESISTANT HIGH TENSILE STRENGTH POLY BARRICADE FABRIC 11://1111F.831.611CII\ NOTES 1. PROTECTION OF EXISTING VEGETATION Y 00000000'i❑9 0❑❑C O C 0 0 0 0 0 0 0 0 0000000❑0000000 E 4' MIN THE TREE oNT AREA AT HE SAME TIME AS OTHER i00000000000000❑ THOSIRE CPNTTOL ONASENCS ARE INSTALLED. 0000000❑ THE TREE ONPR THTXSI FENCING S UTL RINSTALLED ON THE SIDE OF THE CUT FARTHEST 00000000 THEUNKANDSHALLREMAMO OF THE TREES IS COMPLETE. NO STORAGE OF HEREIN ARE T}E PROPERTY OF ENGINEER 2 MIN SCMATER LBE ALLOWED WITHIN M HAE BOUNDARY OF AND NO PHE ASSING WITHOUT THE WRITTEN CONSENT OF R. /�/��\\/�/� /\<j PROTECTED AREA \// // // ///j// / / / / 2. CONTRACTOR TO INSTALL AT A RADIUS EQUAL TO 1" RADIUS/1" DIAMETER OF TREE TO REMAIN. o2wireless Solutions 1086 Ct AS.CIC ROAD SUITE 101 APEX,NC 27502 Phone:(919)367-2210 TREE PROTECTION FENCE DETAIL �E Fax (919)367-2220 RELEASE DATE 6/6/00 ISSUED FOR REVIEN 10/11/00 ISSUED FOR ZONU10 11/16/00 ISSUED FOR REVIEW 11/22/00 CROWN COMMENTS REVSONS N0. DATE Q1 10/16/00 CHANCE TO STEEL MONOPOLE OR DRAWWO 6 COPTRBHTFD ANO 6 TIC SOIF PROPERTY OF THE OWNER. R 6 PRODUCED SOLELY FOR USE BY TIE OWNER AIR ITS AFFILIATES REPROCUCTION OR USE OP MG CRAW ANO/CR THE RCORMTION CONTAINED IN IT FOROOEN WITHOUT THE WRITTEN PFRMISSXXI OF THE OMNER. DRAWN BY CHS CHECKED BY: DFS CANOXMTE NA1E/SITE NAME WEBER PROPERTY GILLUMS MOUNTAIN SITE NACU CVR-347D SITE ADDRESS INTERSECTION OF 1-64 AND S.R.708 CHARLOTTESVILLE,VA 22903 SHEET TITLE SITE DETAILS II! • g FINAL DRAWING SHEET NUMBER NOT RELEASED o FOR CONSTRUCTION C-7 _ DAL 11/14/00 • . . . , .. PLOT SCALE: ,Y.... ... _ -