The URL can be used to link to this page

Home My WebLink AboutSP200000044 Action Letter COUNTY OF ALBEMARLE Department of Planning & Community Development 401 Mcintire Road, Room 2 I 8 Charlottesville, Virginia 22902-4596 (804) 296 - 5823 Fax (804) 972 - 4012 July 16, 2001 Valerie W Long McGuire. Woods. LLP POBox 1288 Charlottesville. VA 22902 RE: SP-2000-44 (Triton PCS CVR361A); Tax Map 92, Parcel 5683 LETTER OF CORRECTION (Corrected Parcel Number) Dear Ms. Long The Albemarle County Board of Supervisors at its meeting on January 10, 2001 unanimously approved the above-noted request. Please note that this approval is subject to the following conditions: The top of the pole, as measured Above Sea Level (ASL), shall never exceed seven (7) feet above the top of the tallest tree, as measured ASL. within twenty-five (25) feet of the pole No antennas or equipment. with the exception of the grounding rod, shall be located above the top of the pole. 2. The pole shall be designed, constructed and maintained as follows a. The pole shall be a wooden pole. dark brown in color; b Guy wires shall not be permitted; c. No lighting shall be permitted on the site or on the pole, except as provided by condition number nine (9) herein: d. The ground equipment cabinets, antenna. and all equipment attached to the pole shall be dark brown in color and shall be no larger than the specifications as shown on the attached plan entitled "Moyer Property/Wentworth Farm;' e. A grounding rod, not exceeding two (2) feet above the top of the pole, and with a width not to exceed one (1)-inch diameter at the base and tapering to a point. may be installed at the top of the pole; f Prior to issuance of a building permit, the applicant shall provide a statement to the Planning Department by a licensed surveyor certifying the height of the tallest tree, as Identified in condition number one (1): .. Page 2 July 16, 2001 g. Within one (1) month after the completion of the pole, the applicant shall provide a statement to the Planning Department certifying the height of the pole, measured both in feet above ground and also measured ASL; h. The pole can never extend above the top of the tallest tree, except as described in condition number one (1) of these conditions of approval, without prior approval of an amendment to this special use permit; 3 The pole shall be located in accordance with the plan submitted by the applicants, dated November 7, 2000. The facility and the new access road shall be located according to the plan submitted by the applicant, entitled "Moyer Property/Wentworth Farm," dated November 7,2000; 4. Antennas shall be attached to the pole only as follows: a. Antennas shall be limited to those shown on the attached plan entitled "Moyer Property/Wentworth Farm;" b. No satellite or microwave dishes shall be permitted on the pole; c. Only flush mounted antennas shall be permitted. No antennas that project out from the pole beyond the minimum required by the support structure shall be permitted. However, in no case shall the antennas project out from the pole more than twelve (12) inches; 5 Prior to beginning construction or installation of the pole or the equipment cabinets. or Installation of access for vehicles or utilities, a tree conservation plan, developed by a certified arbonst. specifying tree protection methods and procedures and identifying any existing trees to be removed on the site both inside and outside the access easement and lease area shall be submitted to the Director of Planning and Community Development for approval. All construction or installation assOCiated with the pole and equipment building, including necessary access for construction or installation. shall be in accordance with this tree conservation plan. Except for the tree removal expressly authorized by the Director of Planning and Community Development, the permittee shall not remove existing trees within two hundred (200) feet of the pole and equipment building A special use permit amendment shall be required for any future tree removal within the two hundred (200)-foot buffer, after the installation of the subJect faCility; 6 The pole shall be disassembled and removed from the site within ninety (90) days of the date its use for wireless telecommunications purposes is discontinued; 7 The permittee shall submit a report to the Zoning Administrator one (1) time per year, no later than July 1 of that year. The report shall identify each user of the pole and certify that the height of the pole is in compliance with condition number one (1); 8. No slopes associated with construction of the pole and accessory uses shall be created that are steeper than 2: 1 unless retaining walls, revetments, or other stabilization measures acceptable to the County Engineer are employed: , ¿ . \ .. Page 3 July 16, 2001 9. Outdoor lighting shall be limited to periods of maintenance only. Each outdoor luminare shall be fully shielded such that all light emitted is projected below a horizontal plane running through the lowest part of the shield or shielding part of the luminare. For purposes of this condition, a luminare is a complete lighting unit consisting of a lamp or lamps together with the parts designed to distribute the light, to position and protect the lamps, and to connect the lamps to the power supply; 10 The permittee shall comply with Section 5.1.12 of the Zoning Ordinance. Fencing of the lease area shall not be permitted; and 11. The applicant shall enlarge the access driveway entrance on the right side (exiting) to provide a safe access for vehicles turning right onto State Route 53. The finished overall width of the driveway entrance shall be a minimum of fourteen (14) feet and include extensions of drainage, as appropriate. Prior to issuance of building permits. the applicant shall obtain approval of the driveway improvement plans from the Virginia Department of Transportation. In the event that the use, structure or activity for which this special use permit is issued shall not be commenced within eighteen (18) months after the issuance of such permit, the same shall be deemed abandoned and the authority granted thereunder shall thereupon terminate For purposes of this section, the term "commenced" shall be construed to include the commencement of construction of any structure necessary to the use of such permit within two (2) years from the date of the issuance thereof which is thereafter completed within one (1) year Before beginning this use, you must obtain a zoning clearance from the Zoning Department Before the Zoning Department will issue a clearance, you must comply with the conditions in this letter For further information, please call Jan Sprinkle at 296-5875. If you should have any questions or comments regarding the above-noted action. please do not hesitate to contact me. Sincerely, v. way~~t::!::r Director of Planning & Commu VWC/jcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse Bob Ball, VDOT TrltonPCS 1RITllN PCS 1121 I NlIlORETUIl PARkWAY ~, VA 2J2Jð lllO4l 32J-1l5OO 1104 323-4œII fAX AU. IlIWIlNCS AND WRfTT[) WAIDlW. COHTAlNED HEREIN ARE THE PROPERTY OF ENGlNEER NIl WAY I«lT BE IAAU'.ATID. usm DR IlISClJlSED WITHOUT !HE WRITTEN CONSENT OF ENGINEER. 0,...,... SOL"ti", 11ßr, ~':LAS-'.3k': R{~AC 'iIJITE WI APEX, N·~ 275!J2 Ph.)r,i:1: (q1~-J:Hì:-2211 f:-ix: !~~1J) '1_:7·:¿:¿¿lJ ATTACHMENT A CANDDA TE NAME: MO'(ER PROPERTY ~ BEfORE YOU DIG I CAli UTILITY LOCATION SERVICES. liS THE LAW I MISS UTILITY SirE NAME: WENTWORTH FARM SITE #: CVR-361A SITE ECHO #: 801474 JD. EDWARDS #: 12266 186;3 THOMAS ~SON PKWY. C:HARLOTTESVLLE, V A 22902 ALBEMARLE COUNTY Triton pes WPR I=AA ,TION SITE I..DfTNi ROD sa WOOD WrTH Z 10'x12' COt PAD WI EC ~ HAD ŒN'T&l · sa ZOhNi DRAWNiS 8CC8-S " ~ " ~ . i :::- ~I ~,I f f u ~ o ~ f ~ -:C REl£ASE DATE 5/'12/00 1SS\Æll FOR REVIEW 6/16/00 ISS\Æll FOR ZONWG ~HF'F'T NUUBfR Dr~RIPT10N T-l PROJECT INFORW.TION, VICINITY w.p. SHEET INDEX C-l GENERAl. NOTES ok SPEClnCATIONS C-2 SITE SURVEY _ llRAIIIING IS COPYRIGHTED NfJ 15 11£ SOLE PROPERTY or THE OWNER. IT IS PRODUCED SWlY FOR USE 81M ~ NIl ITS A'fU\1B. REPROIXJCI1ON OR USE OF TItS _ NfJ/OR TI£ INFORIMOON COHTAlNED IN IT IS FORllIlIlE)j WI1HOUI' 11£ WIlITIDf PElllISSlON OF 11£ ~ DRAWN BY, CHS BT~ sm:1WlE MuYER PRuPERTY WENTWORTH FARM SITE NUWBER CVR-361A sm: ADDRESS 1;;;;:$ THlJMA:.> JEFF. PKWY ...HARLlJTTE:JVILLE, VA 2290;¿ REVI5lD PER TRITON pes REVI5lD PER TRITON pes REVI5lD TOWER HEIGHT IlOllIFY = ROll) IlOllIFY = ROll) RlVI5IONS NO. llt.TE .&. 6/'12/00 &. 7/7/00 &. 8/9/00 9/21/00 &. 11/7/00 SITE PLAN SITE DETAIL PlAN SITE ElEVATIONS GRADING PlAN SITE DETAILS SITE DETAILS CMl DRAWING C-3 C-4 C-5 C-6 C-7 C-8 ~ ~l ~ .£l:l.:JQ. UA..IJs;. .sJILllðlIE WENTWORTH fARM SITE NUUBER CVR-361A ill'~ flOOD ZONE C Ellillllll. cmUA1'NITY PANELI: 51 COE ·0375-8 EFFEe'lVE OAT£: DEGE~aER 16, 1980 SITE ADDRfSS 1863 THOMAS JEFITRSON PKW'(. CHARLOTTESVIlLE. VA 22902 .sJll:...QW!lEB L£ROY ok HELEN MOYER 1863 THOMAS JEFITRSON PARKWAY CHARLOTTESVIlLE, VA 22902 (8~) 293-5543 AEelJCðIII CROWN COMMUNICATIONS. INC. 375 SOUTHPOINT BLVD CANONSBURG, PI. 15317 172~) 416-2000 - Phone 72~) 416-2200 - rax ~ o2win: 1086 ClASSIC ROAD APEX, NC 27502 ~~9M~r-3~.].?222D .suJMYllB BALZER ok ASSOCIATES 1208 CORPORATE CIRCLE ROANOKE, VA 24018 JOHN lAcCAOEN (540) 772-9580 FAX (540) 772-8050 .El.ECIRICðl. 1086 ClASSIC ROAD APEX. NC 27502 (919) 367-2210 FAX (919) 367-2220 GEnTFCHNI('Å.I FROEHUNG ok ROBERTSON, INC. 1734 SEIREL ORlVE, N.E. ROANOKE, VA 24012 (540) 344-7939 FAX (540) 344-3657 VICNTY MAP PROJECT DESCRIP1lON THE PROJECT INCLUDES, INSTAllATION OF A 10'x12' CONCRffi PAD WI EQUIP~ENT INSTAllATION OF A 80'-0· HIGH ~ONOPOLE WITH TWO PANEL ANTENNAS (ONE PER SECTOR). AND ONE FUTURE ANTENNA A NEW TELEPHONE SERVICE RUN TO SITE A NEW ELECTRICAl. SERVICE RUN TO SITE NO WATER SUPPLY OR SEWAGE RUN TO SITE ~ SPRINT 22" HYDRAUUC ROAD CHARLOffiSVIlLE, VA 22901 Arm, ENGINEERING DEPT. (8~) 97'-2211 .f'QWEB VIRGINIA ELECTRIC POWER CO. (VEPCO) 1 719 KYDRAUUC ROAD CHARLOTTESVILLE, VA 22901 Arm, KAREN RODGERS (8~) 972-6794 GENERAL INFOR......OON LATITUDE - 37"58'45.341 LONGITUDE - 78"25'2'.177 ELEVATION - 450.9' DATE CONSULTANT TEAM PllOo£' ~ CllIlSTIIUCTION ~ NEJWDIlI( 0PEM11ONS ~ NATICIW. llIRfI:lllll ~ ~ loIANAGER MINIMU~ MISCELlANEOUS NORTH NOT APPUCABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OlJTSlDE DIAlotETER OPENING OPPOSITE PL YWOOO PAIR PROJECT PROPERlY PRESSURE TREATED REQUIRED ROOM ROUGH OPENING SOUTH SHEET SIMllAA SPECIFlc.ATION SQUARE STAINLESS STEEL STEEL STRUCTURAl. SUSPENDED SHEET VlNYl. TINNED TOP OF CONCRm TOP OF w.sONRY TYPICAl. UNIFOR~ BUILDING CODE UNLESS NOTED OTHERWISE VERTICAl. VERIfY IN F1ELD VINYl. TILE WEST WITH WINDOW WITHOUT WATERPROOF ~GR ~IN ~ISC N NA NIC NTS DC.o/e 00 OPG OPP PL YWD PR PROJ PROP PT REO'O RM RO S SKI SIM SPEC SQ SS STL STRUCT SUSP Sol THRU TNND TOC TOM TYP UBC UNO AIR CONDITIONING ADJUSTABLE IoOOVE nNISH FLOOR APPROXIW.TELY AMERICAN SOCIETY FOR TEST1NG AND WAlERWS AlAERICAN WIRE GAUGE VERT VlF VT W W/ WIN W/O WP BLOCK BASE MOBILE RADIO BUILDING STANDARD CElUNG CLEAR CONCRffi CONSTRUCTION CONTINUOUS DOUBLE DIAMffiR DIAGONAl. DIMENSION DOWN DETAIL DRAWING EAST EACH ElEVATION ELECTRICAl. EQUAl. EQUIPMENT EACH WAY EXISTING EXTERIOR nNISH FLUORESCENT FLOOR FOOT GAUGE GALVANIZE(D) GENERAl. CONTRACTOR GROUND GYPSUM WALL 80ARD GYPSU~ BOARD HAROWooD HORIZONTAL HOUR HEIGK! HEATING, VENTING ok AIR CONDmONING AlC ADJ /off APPROX AST10I AWG BLDG BU< BMR B/S CLG CLR CONC CONST CONT DBL DIA. .. DIAG DIM ON OTL.Dffi DWG E EA El.ElEV ELECT EQ EQUIP EW EXIST EXT FIN FLUOR FLR FT GA GAL V GC GRND GWB GYP BD HARD'wD HORIZ HR K! HVAC SlIT QIRE"CnONS· FROU COUNTY' OmCES, TAKE 20 SOLITH PAST INTERSTATE 64. TURN LEFT ONTO ROUTE 53 SOUTH. TAKE ROUTE 53 SQUTH FOR APPROXIw.m Y 3 MILES TO 1863 ON THE RIGHT. SITE IS BEHIND HOUSE. 13 SHEET T1TLE PRlJJELT INFlJRMA TllJN, Vi'...INITY MAP, :JHEET INDEX SHEET NUMBER T-1 PLOT SCALE: FIlM. _ IIØl' -...-D OAT[: 11 st£ET N>EX DESCRPTION PRO.ECT --------¡ ZONING CIA..C;StFlCATlON RA ZONING JURISDICTION COUNTY OF AlBOoIARLE PARCf"l NUUBfR TAX w.p 92-56B1 DFFD BOOK A:: PAGf DB 529, PG 335 EUERGfNCY NUt..tBER 911 UAGISTERIAl DISTRICT SCOllSVlLLE PRO.ECT Sl.ltJIMRy ~ DATE DATE .0\ I< II. I!. o I @-- DETAIL REFERENCE @ ElEVATION REFERENCE ~ SECTION REFERENCE AN) SYÞÆOL.S ANGLE AND CENTER UNE PROPERTY LINE AT NUUBER INCH INFO! INSULATION INTERIOR POUND(S) lIAXlMUM UECHANICAl ~ETAI. w.NUFACTURER 10 IN INFO INSUL INT LB(S) w.x MECH ~ET...-n. MFR & REVISION <1> KEY NOTE ~ Roo~ NUMBER ~ KEYED NOTE ABBREVIA TJONS o o '- .... '- TrltoliPCS m~BL\Ill. CNlONSIIIJRÇ, PA 15317 (724l411-2OOO (724 411-2200 rÞIJI. GAGE 4. PROVIDE HOll.OW ~ETAl DOORS or THE TYPES INDICATED ON THE DRAWINGS AND CO~PLYlNG WITH 501-100 ~INI~U~ loIATER1AlS AND CONSTRUCTION REQUIREMENTS. 5. PROVIDE HOll.OW ~ETAl rRAlAES or THE TYP£S AND STYLES INDICATED ON THE DRAWINGS AND CO~PLYlNG WITH 501 100. PROVIDE 16 GAGE FRAMES AT INTERIOR LOCATIONS. TO BE UNI1S 3. PROVIDE STEEL RÐNFORCING AT HINGES IN HOll.OW "ETAl . 1 0 1/2" . WIDTH REQUIRED. 1. GRAY OR 90. TYPE UNIT ~ASONRY-04220 CONCRETE BLOCKS, A. STANDARD BLOC1( SHAll. BE THE SIZE INDICATED ON THE DRAWINGS, UGHT NEUTRAl COLOR, AND SHALL CONFOR\oI TO THE REQUIREMENTS or ASTloI C GRADE N, UGtfTWEIGHT TYPE WITH EXPAND SlAG AGGREGATE. 4- . - nl\/IC::If'\t>J ...,..... I~I"'I" 1. WARRANTY A. IN ADDmON TO THE WARRANTY ON AlL CONSTRUCTION COVERED IN THE CONTRACT DOCUMENTS THE CONTRACTOR SHAll. REPAIR AlL DAloIAGE AND REPAIR AREA BACK ÞoS TO ORIGINAL CONDITION ÞoS POSSIBLE TO LEASE AREA PROPERTY OR SURROUNDING CAUSED BY CONSTRUCTION. B. SOIL STERIUZATION APPUCATION Will. GUARANTEE VEGETATION F'REE ROAD AND SITE AREAS FOR ONE YEAR FROM DATE or FlNAL INSPECTION. C. DISTURBED AREAS WIll. REFl.ECT GROWTH or NEW GRASS COVER PRIOR TO FlNAL INSPECTION. D. ~D~~N~û~ ~~Ul~~.o rì~l~i.¡~~:::~g~PE Of THE CONTRACT. WILL BE GUARANTEED FOR CLOSE 7. / WITHOUT THE USE OF A FRO" THE INSIDE BE OPERABLE FOR EXmNG OTHER SPECIAl DEVICE. DOOR SHAll. KEY OR Þm NOTE: 'Irl;. ,;) ,.\"..... WIRE REINFORCING IN BED JOINTS: A. TRUSS TYPE REINFORCEMENT SHAll. BE DUR-O-WAlL. OR EQUAl.. FABRICATED WITH A SINGLE PAIR or SIDE AND CONTINUOUS DIAGONAl CROSS-RODS SPACED NOT "ORE THAN 8" ON CENTER. WIRE IN rABRICATION SHAll. BE GALVANIZED ACCORDING TO ASTloI 116, CLASS 3. SIDE RODS SHAll. BE 9 GAGE 3/16" "INIMU~ illIGTH SHAll. BE 10'-0" WrTH loIATCHING CORNER AND TEE UNI1S. B. SPACING: TYPICAl. IN BED JOlNTS AT 16" VERTICAl. INTERVAL CT OPENINGS, ABOV£ AND C. AT OPENINGS, ABOVE AND BELOW' EACH OPENING PlACE REINFORCING IN ONE ADDmONAl JOINT TO EXTEND 3'-0" PAST THE OPENING EACH WAY. SPUCE LENGTHS FOR HORIZONTAl JOINT RElNFORCElol¡.·NT SHAll. BE AT LEAST 8" FOR TRUSS AND 16" rOR STRAIGHT TYPE. ABOVE EACH OPENING. Flll. CORES WrTH GROUT 3 COURSES BELDW ~IM ¡: ¡rû, 28 DAYS. CVNrûRÌlii iO 3000 PSI IN MORTAR: ;... Nl MûRîM fûR COi'liCREït: tsLUI,;K:' SMi.i. SHAlL HAVE A CCllPRESSIVE STRENGTH OF INSTAlL STEEL UNTÐ5 UNTEL BEARING. 2. 3. 4. PART 2 DE"OUTION 1. DEMOLJT1ON SHAlL BE CONTROll£D TO PREVENT THE SPREAD OF DUST TO OCCUPIED PORTIONS OR THE BUILDING. 2. EXISTING WORK TO REloIAJN SHAlL BE PROTECTED FRO~ DAloIAGE. WORK DAloIAGED BY CONTRACTOR SHAll. BE REPAIRED TO loIATCH EXISTING WORK. 3. AT THE END OF EACH WORK DAY AND DURING INCL£IENT WEATHER. CLOSE AlL EXTERIOR OPENINGS WITH WEATHERPROOf' COVER. 4. REIoIOVE DEBRIS AND RUB81SH F'ROM THE SITE DAJL Y. DO NOT AlLOW DEBRIS AND RUBBISH TO ACCU~ULATE IN BUILDING OR ON SITE. 5. FOR rLooR AND WAlL PENETllATIONS, A CONTRACTOR "UST LOCATE REINFORCING BARS IN EXISTING FUXlR SlABS USING A REUABLE NON-DESTRUCTM TESTING METHOD APPROVED BY THE OWNER. CORE DRIll. ÞoS NECESSARY TO AlLOW CABLE PENETllATION WITHOUT CUrnNG EXISTING RElNrORCING BARS. B. Flll. OPENING AF'TER CABLE INSTA1..lATION WITH INSTA-FOA'''S INSTA-FlRE SEAl SllACONE RlV FOAM. GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCAlED. THESE PlANS ARE INTENDED TO BE DIAGRAlollolATIC ONLY. THE WORK INOICATED ON THE DRAWINGS SHAlL INCLUDE FURNISHING loIATER1AlS, EQUIPMENT AND APPURTENANC£S, AND lABOR NECESSARY TO CO~PLETE THE WORK. VERIfY AlL EQUIP~ENT LOCATIONS WITH PROJECT IoWoI'.GER. 2. PRIOR TO SUBMITTING A BID. THE CONTRACTOR SHAll. VISIT THE JOB SITE AND BECOME F"""LIAR WITH AlL CONDITlONS AFTECTING THE PROPOSED PROJECT, INCLUDING DEMOUTlDN, MECHANiCAl AND ELECTRiCAl INSTAlLATIONS AND SHAll. ADJUST BID ACCORDINGLY. 3. CONTRACTOR SHAll. VERIfY AlL FIELD CONDITIONS AND DIMENSIONS ON THE JOB SITE AND CONFlRM THAT WORK ÞoS INDICATED ON THE CONSTRUCTION OOCUMENTS (ALSO KNOWN ÞoS CONSTRUCTION PlANS) CAN BE ACCOMPUSHED I>S SHOWN BEFORE PROCEEDING. 4. NOTIfY PROJECT IoWoI'.GER or Þm MAJOR DISCREPANCY REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDmONS, AND OR DESIGN INTENT. THE CONTRACTOR SHAll. BE RESPONSIBLE FOR OBTAINING THIS ClARIFICATION PRIOR TO PROCEEDING WrTH THE WORK OR RElATED WORK IN QUESTION. STÞw~DA.~D PRO\'1SIONS 1 nIVI<::I()t\J ..........-.-... 5. INSTAlL AlL EQUIPMENT AND loIATERw..5 PER loIANUFACTURER'S RECOM~ENDATIONS UNlESS SPECIF1CAl1.Y OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATIONS TAI<E PRECEDENCE. 6. CONTRACTOR SHAll. VISIT JOB SITE TO REVIEW SCOPE OF WORK AND EXISTING SITE CONDITlONS INCLUOING. BUT NOT UMITED TO, ~ECHANICAl SERVICE. ELECTRiCAl SERVICE AND OVERAll. CooRDi....TION. " ~ " N .~ r;; " I, AU. DIWIINGS A1Il WIlITTÐl w.TIllW. COIITAIh{) HERÐN AR£ TliE PROPERTY or ENGINEER NfJ IlI.Y NOT lIE IlIJPtr.\TED, IJ5Ð) OR DISCl.llSED WITHOUT Tt£ WRITTEN CONSENT or ENGINEIIl. ons ':LA';';I; ';UITE 1U APEX, N"= 2-:"5u2 PII'Jn~: (j1'J.l :)!):-221U F;Jx: 01'J: 3~:-222U W;AC SOlut ISSUID FOR RE'ÆW ISSUID FOR ZONING 0,,,,·,, 1U 3'.1 REliASE MTE 5/'12/00 6/16/00 STRUCTURAL STEEL-05l20 QUAlITY ÞoSSURANCE' CO~PLY WrTH PROVISIONS or THE FOll.OWiNG CODES. SPECIFlCATIONS AND STANDARDS. EXCEPT WHERE MORE STRINGENT REQUIRE~ENTS ARE SHOWN OR SPECIFlED, A. AlSC "CODE OF ST1.NDARO PRACTICE". B. AlSC "SPECIFlCATIOIl FOR STRUCTURAl STEEL BUiLDiNGS - AlLOWABLE STRESS DESIGN AND PlASllC DESIGN". INCLUDING THE 'CO~~ENTARY" AND SUPf>LEljENTS. C. ""ERICAN WELDING SOClffi (loWS) D1.1-92,"STRUCTURAl WElDING CODE - STEEL" CAULKING-07900 loIATERw..5: A. STRUCTURAl STEEL PLATES. SHAPES AND BARS, ASTloI A 36. B. HIGH STRENGTH THREADED FASTENERS' ASTloI A 325. C. ELECTRODES FOR WELDING, E70XX. D. AlL STRUCTURAl STEEL SHAll. BE GALVANIZED IN ACCORDANCE WrTH AST\l A 153. E. CEMENT GROUT: EJABECO BY loIASTER BUILDERS OF AN APPROVED EQUAl.. F. NON-~ETA1..UC, SHRINKAGE-RESISTANT. 4000 PSI COMPRESSIVE STRENGTH GROUT. PROVIDE ONE OF 7HC FOU.OWING OR AN APPROVED EQl.IAL; 1. ruco N.S. BY EUCUD CHEMiCAl CO. 2. loIASTERrLOW 713 BY loIASTER BUILO£RS PROV1OE JOINT SEAll:RS, JOINT flU£RS AND OTHER RELATED loIATERw..5 THAT ARE COMPATIBlE WITH ONE ANOTHER ANO WITH JOINT SUBSTRATES UNDER CONDITlONS OF S£RV1CE AND APPUC\TIONS. PROVIDE COLORS TO loIATCH ADJACENT SURFACES. PROVIDE BlACK OR OTHER NEUTRAl COLOR WHEN NO OTHER COLOR IS AVAIlABLE. ONE-COMPONENT POLYSULflDE BASED. ONE PART ElASTOlotERIC SEAlANT, CO~PLYlNG WITH rs TT -S-0023O,ClAS$ A TYPE 11 (NON-SAG). FOR JOINTS AT PENETllATIONS TliROUGH EXTERIOR WAlLS. ?OOVlDE COMPOUND BEARING THE THIOCOL CHEMICAL CORPORATION SEAL or APPROVAl. PR()\¡;DE ONE or THE Fou.OWING OR AN APPROVED EQUALo A. FLEXISEAl 900 SERIES BY CAP. INC. B. HORNFLEX ONE - COllPONENT BY W.R. GRACE ok CO. SEALANTS AND 5: DIVISION 7 1- 2. DIVISION 2. ""BUSH HERBICIDE - EPA REGISTERED FlWAAR INDUSTRIAl PRODUCTS 1435 lotORRIS AVE. UNION. NJ 07083 m 800 526-4924 IN AO'IANCE JURISDICTION. PREPARATION A CLEAR TREES, BRUSH AND DEBRIS FROM SITE AREAS ANO ACCESS ROAD RIGHT or WAY ÞoS DIRECTED BY PROJECT IoWoI'.GER. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EfTORTS GRUB ORGANIC loIATERIAl TO A ~INI~UM OF SIX (6) INCHES BELOW ORIGiNAl GROUND L.£VEL C. UNLESS OTHERWISE INSTRUCTED BY PROJECT loIANAGER TRANSPORT AlL REIoIOVED TREE. BRUSH AND DEBRIS FRO~ THE PROPERTY TO AN AUTHORlzm lANDFlLL. D. PRIOR TO PlACEMENT OF Flll. OR BASE loIATERw..5. ROll. THE SOlL E. WHERE UNSTABLE SOIL CONDmONS ARE ENCOUNTERED. UNE OF THE GRUBBED AREAS WITH STABIUZER loIAT PRIOR TO PLACEMENT OF Flll. OR BASE loIATERIAl.. 0292-7 EQUIPMENT A COMPACTION SHAll. BE ACCO~PUSHED BY MECHANiCAl ~EANS. 1. LARGER AREAS SHAlL BE COMPACTED BY SHEEPS FOOT VIBRATOR OR RUBBER TIRED ROU£RS WEIGHING AT LEAST FlVE TONS. 2. SlAAl1.ER AREAS SHAll. BE COMPACTED BY POWER-ORIVER. HAND HElD T""PERS. PART 4 EXECUTlON INSPECTIONS LOCAl BUILDING INSPECTORS SHAlL BE NOTIFlm NO LESS THAN 4ll OF CONCRETE POURS. UNlESS OTHERWISE SPECIFlm BY OWNER OR or HOURS LOCAl PART 3 PRODUCTS loIATERw..5 A SOIL STERIUZERS TOTAl KIll. PRODUCT PHASAR CORPORATION P.O. BOX 5123 DEARBORN. MI 411128 m 313 563-8000 B. ROAD AND SITE loIATERw..5 SHAll. CONFORM TO VA DOT ROAD AND SPECIFlCATIONS JAN. 1994 WHEN REÆRENCED TO Flll. loIATERIAl - ACCEPTABLE SELECT Flll. SHAll. BE IN ACCORDANCE WrTH VA DOT DEPAR'TMENT OF PUBUC TRANSPORTATION STANDARD SPECIFICATION. C. SOIL STER1UZER SHAlL BE EPA REGISTERED or UQUID COMPosmON AND PRE EMERGENCE DESIGN. D. SOIL STABIUZER FABRIC SHAl.L BE MIRAFl - 500X EPA 91 1. 2. 2. 1. 7. AlL TELEPHONE/RADIO EQUIPMENT LAYOUT. SPECIFlCATIONS. PERFORloIANCE. INSTA1..lATION AND THEIR FlNAL LOCATION ARE TO BE APPROVED BY PROJECT IoWoI'.GER. THE CONTRACTOR SHAll. BE RESPONSIBLE FOR COORDI....TING HIS WORK WrTH THE WORK AND CLEARANCE REQUIRED BY OTHERS RElATED TO SAID EQUIPMENT. 8. AlL WORK PERFORMm AND loIATERw..5 SHA1.l. ~EET THE HIGHEST TRADE STANDARDS. ÞoS A ~INI~U~ STANDARD. CONFORM WITH AlL APPUCABLE CODES. REGULATIONS AND OROINANCES HAVING JURISDICTlON. CONTRACTOR SHAlL GIVE AlL NOTICES AND COMPLY WITH AlL lAWS. OROINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF Þm PUBUC AUTHORrTY BEARING ON THE PERFORloIANCE OF THE WORK. 9. ELECTRiCAl SYSTÐIS SHAlL BE INSTA1..L£O PER N.E.C. AND IN ACCORDANCE WrTH AlL APPLICABLE UTIUTY CDMPÞm SPECIFlCATIONS, AND LOCAl AND STATE JURISDICTIONAl CODES. ORDINANCES mD APPUCABLE REGULATIONS. 1 D. CONTRACTOR SHAll. PROVIDE CONTINUOUS SUPERVISION WHILE ANY SUBCONTRACTORS OR WORKMEN ARE ON THE JOB SITE AND SHA1.l. SUPERVISE AND DIRECT AlL WORK. CONTRACTOR SHAll. BE SOill Y RESPONSIBLE FOR AlL CONSTRUCTlON MEANS. ~ETHODS. TECHNIQUES, SEQUENCES AND PROCmURES AND COORDINATING AlL PORTIONS OF THE WORK UNOER THE CONTRACT. 11. PROVIDE A PORTABLE FlRE EXTlNGUISHER WITH A RATING OF NOT LESS THAN 2-10 OR 2-10 I OBC WITHIN 75 FEET TRAVEl. DISTANCE TO AlL PORTIONS or THE PROJECT AREA DURING CONSTRUCTION. RE\1SEO PEIl TRITON pes RE\1SEO PEIl TRITON pes RE\1SEO TOWER HElGIlT IlOOfY .lCCESS ROAD REVISIONS MTE ONE-COMPONENT ACI<YUC SEAlANT, ACRYUC TERPOLYIlER. SOLVENT BASm ONE-PART THER~OPlA5TlC SEAlANT COMPOUNO. SOUOS NOT LESS THAN 9511 ACRYLIC. COMPLYING WITH rs TT -5-00230. CLASS B TYPE II. FOR PERIMETER or METAl AND DOOR rRAlAES. THRESHOLDS AT EXTERIOR DOORS. mD PIPE SLEEVES THROUGH EXTERIOR WAlLS AND rLooR SlABS. PROVIDE ONE OF THE FOll.OWING or AN APPROVED EQUALo A. ~ ACRYUC B'f D\?, INC. B. GAGO ÞoS-3 BY GATES ENGlNEERING/SMC 3. TlIS _ IS COP'l1lIGI!TID NfJ IS Tl£ SOlE PROPERTY or THE OWNER. rr IS PRODUCED SOlIl.Y f1Ill USE Ill' 11£ (MO MIl lIS Aff1J\TES. REPROOUC11ON OR USE Of TItS _ NfJ/OR THE _TlOIl CONT~ IN rr IS F1lRllIOOEN WiTHOlIT Tl£ WIlITTÐl PEliIISSIllN Of 11£ OWNER. 4. OLEO-RESINS CAULK"(; COMPOUND, OIL BASm RESINOUS CAULKING. COMPLYING WITH rs TT -C-598. NON-~LEEDlNG. PAlNTABlE, FOR ONE or THE FOLLOWING OR AN APPROVED EQUALo A. VULCATEX BY W.R. GRACE ok CO. FRAMES-08ll0 METAL. DOORS & DIVISION 8 CHS 8TM DRAWN BY': CHECKED BY: SlTEIWlE 2. AlL CONSTRUCTION SHAlL BE IN ACCORDANCE WITH UNIFORM BUILDING CODE (UBC) 1996 EDITlON. AlONG WITH 1996 UPC, UMC. AND THE 1996 NEC. 3. CONTRACTOR SHAll. PROTECT AlL EXISTING FlNISHES THAT ARE TO REloIAJN. CONTRACTOR SHAlL REPAIR Þm DAIlAGE THAT loIAY OCCUR OURING CONSTRUCTION. 4. SEAL AlL PENETRATIONS THROUGH rlRE RATED AREAS WITH U.L USTED OR F.M. APPROVED loIATERw..5. 5. DETAILS AND SCHEloIATICS ARE TO PROPOSE TO SHOW END RESULT OF THE DESIGN. MINOR MODIFlCATIONS loIAY DEEM TO BE NECESSARY TO SUIT JOB CONDITlONS AND DIMENSIONS. SUCH ~OOIFICATIONS SHAll. BE INCLUDED ÞoS PART or THE WORK. 6. VERIfY AlL FlNAl EQUIP~ENT LOCATIONS WrTH OWNERS REPRESENTATM. 17. DIMENSIONS ARE TO rlNISH SURFACES UNLESS OTHERWISE NOTED. lB. CLEANUP AND SAFETY, KEEP PROJECT AREA CLEAN, HAZARO F'REE. AND DISPOSE OF AlL DIRT. DEBRIS, RUBBISH AND EQUIPMENT RE~OVED AND NOT SPECIFlED I>S REloIAJNING THE PROPERTY OF THE OWNER, ETC. LEAVE PRElAISES IN A VACUUM AND BROOM CLEAN CONDmON, F'REE FRO~ PAINT SPOTS, DUST. OR S"UDGES or ANY NATURE. THE CONTRACTOR SHAll. BE RESPONSIBLE FOR WJNTAlNING AlL SYSTEllS EQUIPMENT IN A CLEAN WORKING ORDER UNTlL ACCEPTANCE OF THE PROJECT BY PROJECT IoWoI'.GER. 9. THE GENERAl. CONTRACTOR IS RESPONSIBLE FOR REDUNING THE CONSTRUCTION PlANS TO Ill.USTRATE THE I>S-BUILT CONDmON OF THE SITE. THIS Will. BE DONE AF'TER THE SITE HAS BEEN AWARDED THE FlNAl INSPECTION. TWO (2) COPIES or REDLlNED DRAWINGS WILL BE PROVIDED TO PROJECT IoWoI'.GER AND THE ENGINEER. (1 EACH) "RECOMMENDED ANO ÞoS HEREIN 2. SUB~IT SHOP DRAWINGS FOR THE FABRICATION AND ERECTION OF HOu.ow ~ETAl DOORS AND rRAlAES. INCLUDE DETAILS OF EACH rRAlAE TYPE, ELEVATIONS OF DOOR DESIGN TYPES. CONDmONS AT OPENINGS, DETAILS or CONSTRUCTION. LOCATION AND INSTAllATION REQUIRE~ENTS OF FlNISH HARDWARE AND REINFORCEMENT. AND DETAILS or JOINT CONNECTIONS. SHOW ANCHORAGE AND ACCESSORY fTElolS. PROVIDE DOORS AND rRAlAES COMPLYING WrTH STEEL DOOR INSTlTUTE SPECIFlCATIONS FOR STANDARDS STEEL DOOR ANO rRAllES" (501 100), SPECIFlED. 1. 3. INSTA1..lATION A. THE SITE AND TURNAROUND AREAS SHAlL BE AT THE SUB-BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR Flll. THE SITE AND ACCESS ROAD REQUIRED IN ORDER THAT UPON EVEN DISTRIBUTION or SPOILS RESULTING FRO~ FOUNDATION EXCAVATIONS. THE RESULTING GRADE Will. CORRESPOND WITH SAID SUB-BASE COURSE, ELEVATIONS ARE TO BE CAlCULATED FRO~ FlNISHEO GRADES OR SLOPES INOICATED. B. IF Þm. EXCESS SPOILS WIll. BE CLEARED FROM JOB SITE AND NOT SPREAD BEYOND THE U~ITS OF lEASE PROPERlY UNLESS AUTHORIZE BY PROJECT loIANAGER / ÞoS AGREE~ENT BY lANDOWNER. C. THE ACCESS ROAD SHAll. BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION CONSTRUCTION TO PER~IT USE. CO~PACTlON ANO OBSERVATION DURING CONSTRUCTION or THE SITE. D.AVOIO CREATING DEPRESSIONS WHERE WATER loIAY POND. E. THE CONTRACT SHAll. BE ÞoSSUMED TO INCLUDE GRADING BANKING. DITCHING AND UNLESS OTHERWISE INDICATED. COVERING TWO INCHES OF SURFACE COURSE. AlL ROADS OR ROUTES UTIUZED FOR ACCESS TO THE SITE CO"~ENCING AT THE POINT or INTERSECTION WrTH THE NEAREST PUBUC THOROUGHFARE. F. WHEN I"PROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO RElAOVE Þm ORGANIC loIATTER AND SMOOTH THE SURFACE BEFORE PlACING Flll. OR STONE. G. PlACE Flll. OR STONE IN SIX INCH loIAXlUU~ AND COMPACT BEF'ORE PlACING NEXT UFT. H. THE FlNISH GRADE, INCLUOING TOP SURrACE COURSE. SHAll. EXTEND A MINI~UM or ONE FOOT BEYOND THE SITE FENCE AND SHAlL COVER THE AREA ÞoS INDICATED. I. RIPRAP SHAll. BE APPUED TO THE SIDE SLOPES OF AlL FENCED SITE AREAS. PARKING AREAS. AND TO AlL OTHER SLOPES GREATER THAN 2,1. J. RIPRAP SHAlL BE APPUED TO THE SIDES OF DiTCHES OR DRAINAGE SWAlES. K. RIPRAP ENTlRE DiTCH FOR SIX rm IN AlL DIRECTlONS AT CULVERT OPENINGS. L SEED fTRTlUZER AND STRAW COVER SHAlL BE APPum TO AlL OTHER DISTURBED AREAS. AND DITCHES. DRAINAGE. SWAlES. NOT OTHERWISE RIPRAPpm. M. UNDER NO CIRCUloISTANCES WIll. DITCHES, SWALES. NOR CULVERTS BE PlACED SO THEY DIRECT WATER TOWARDS. OR PERMIT STANDING WATER I~MEDIATELY ADJACENT TO RAILROAD 1lA1.l.AST. Jr DESIGNS OR ELEVATIONS CONFUCT WrTH THIS GUIDANCE AlVAR SHOULD BE ADVISED I~MEDIATELY. N. IN DiTCH UES WITH SLOPES GREATER THAN TEN PERCENT, ~OUND DIVERSIONARY HEADWAlLS IN THE DITCH AT CULVERT ENTRANCES. THE HEADWAlL SHAll. BE PosmONEO AT AN ANGLE NO GREATER THAN 60 DEGREES OfT THE DiTCH UNE. RlPRAP THE UPSTREAlA SIDE Of THE HEADWALl.. ÞS WELL ÞS THE DITCH fOR SIX FEET AÐrNE. THE CULVERT ENTRANCE. 00 SITE WORK-02l 2: DIVISION DRAINAGE PART 1 WORK INCLUDED A. REFER TO THE LAND DEVELOP~ENT EARTHWORK AND GENERAl FOR WORK INCLUDm. PlAN AND SITE PlAN RELATED WORK A. CONSTRUCTION OF BUILDING FOUNDATION B. INSTA1..lATION OF UTIUTY ok GROUNDING SYSTEM C. ERECTION or FENCE 2. MuYER PRuPERTY WENTWuRTH FARM WHERE FlRE-RATED DOOR ASSEMBUES ARE INDICATED OR REQUIRED, PROVIDE FlRE-RATED DOOR AND rRAlAE A'iSEIlBLlES THAT COMPLY WITH NFPA eo "sTANDARD FOR FlRE DOORS AND WINDOWS", AND HAVE BEEN TESTED. USTED AND lABELEO IN ACCORDANCE WITH AST\l E 152 "STANDARD METHOD'; OF FlRE TESTS OF DOOR ÞoSSEMBUES" BY A NATIONAlLY RECOGNIZED INDEPENDENT TEST,,(; AND INSPECTION AGENCY ACCEPTABLE TO AUTHORmES HAVING JURISDICTION. 3. DESCRIPTlONS A ACCESS ROAD, TURNAROUND AREAS. AND SITES ARE CONSTRUCTED TO PROVIDE A WELL DRAINED. EASILY loIAJNTAlNED. EVEN SURFACE FOR loIATERIAl AND EQUIPMENT DELIVERIES AND loIAJNTENANCE PERSONNEL ACCESS. 3. SITE NUMBER WORKS-033l0 CONCRETE DIVISION 3 ÞoS 4. QUALITY I>SSURANCE A. APPLY SOIL STERIUZER IN ACCORDANCE WITH loIANUFACTURER'S RECOMMENDATION (USE NEEDED). B. GRASS SEEDS SHAlL BE APPum AND WJNTAlNED ÞoS RECOMMENDED BY THE SEED PRODUCER (IF REQUIRED). C. VEGETATION LANDSCAPING, If INCLUDED WITHIN THE CONTRACT. WIll. BE PlACED AND loIAJNTAJNED ÞoS RECOMMENDED BY NURSERY INDUSTRY STANDARDS (IF REQUIRED). eVR-361A SITE AOORESS PICKLED ANO COMPLYING WrTH STEEl. NOT lESS THAN 16 GAGE INSERTS, BOLTS AND FASTENERS, loIANUFACTURE'S STANDARD UNI1S ASTloI A 153, ClASS C OR 0 ÞoS APPUCABLE. HOP-APPUm PAINT: FOR STEEL SURFACES USE RUST -INHIBITM ENAllEL OR PAJNT. ErTHER AIR-DRYING OR BAKING, SUITABLE ÞoS A BASE FOR SPECIFIED FlNISH PAINTS. SHEET STEEL. COMPLYING WITH STEEl. HOT-ROLLED STEEL SHEETS ANO STRIP, COMMERCIAl QUAlJ1Y CARBON DILEO. CO~PL YlNG WITH ASTloI A 569 AND ASTloI A 568. COLD-ROll.ED STEÐ, SHEETS: COMMERCIAl QUAI.J1Y CARBON ASTloI A 366 AND AST~ A 568. SUPPORTS AND ANCHORS: FABRICATE OF 4. 5. 6. 7. OUAllTY ASSURANCE; COMPLY WrTH PROVISIONS OF THE FOll.OWING CODES. SPECIFlCATIONS AND STANDARDS. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFlED, A. ACI 30 1-89 "SPECIFICATION FOR STRUCTURAl. CONCRffi FOR BUiLDiNGS·. B. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (REVISED 1992 AND ACI31 B-89 "COMMENTARY" (REVISED 19921 C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI ,"loIANUAl OF STANDARD PRACTICE 1;,)6] THvMA;; JEFF. PKWY. GHAP.LvTTE;;VILLE, VA ZZlllJ" 8. 2. REINFORCING MATERIALS: A. REINFORCING:ASTIl A 615.GRADE 60 DEFORMED. B. WELDING WIRE fASRIC:ASTl.4 A 185 WELDED STEEL WIRE FABRIC. C. SUPPORTS FOR RElNFORCEMENT:BOLSTERS. CHAIRS. SPACERS AND OTHER DEVICES FOR SPACING. SUPPORTING AND REINFORCING BARS IN PlACE. USE WIRE BAA 'TYPE SUPPORTS CO~PL VlNG WITH CRSI SPECIFICATIONS. SHEET TTTl£ GENEP.AL NvTE;> '" ;;PEGIFIGA TlvN;; 9. FABRICATE Hou.OW METAl UNITS TO BE RIGID, NEAT IN APPEARANCE AND F'REE FROM DEFECTS. WARP OR BUCKLE. WHEREVER PRACTICAL m AND ASSEMBLE UNITS IN THE MANUFACTURER'S PlA~JT. WELD EXPOSED JOINTS CONTINUOUSLY, GRIND AND WJ<[ SMOOTH, rLUSH AND I>MSIBL£. METALUC FlLLER TO CONCEAl loIANUFACTURING DEFECTS IS NOT ACCEPTABLE. 3. CONCRETE loIATERw..5, A. PORTlAND CEMENT: ASTloI C 150, TYPE 1. B. UGHTWEIGIfT AGGREGATES, ÞoSTM C 330 C. AIR-ENTRAINING ADMIXTURE, ASTloI C 260 CERTlFlED COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. 14 NUMBER SCAlE, SHEET e-1 PLOT FNL_ NØI' ~ DAlL l' BE 501-100. 2.FINISH HARDWARE PREPARATION: PREPARE HOLLOW METAL UNITS TO RECEIVE ~ORTISE AND CONCEALED FINISH HARDWARE. INCLUDING CUTOUTS, REINFORCING, ORILUNG AND TAPPING IN ACCORDANCE WITH FINAl FlNISH HAROWARE SCHmULE AND TEMPlATES PROVIDED BY HARDWARE SUPPLIER. CO~PLY WITH APPUCABLE REQUIRE~ENTS OF ANSI A 115 "SPECIFlCATIONS FOR DOOR AND F'RA\E PREPARATION'. FlAT O.COMPLY WITH SDHoo REOUIREMENTS I>S FOll.OWS: INTERIOR DOORS SHAlL GRADE II , HEAVY DUTY, MODEL '. ~IN"'U'" 1 e GAGE FACES. EXPOSED FASTENERS: UNLESS OTHERWISE INDICATED. PROVIDE COUNTERSUNK PHIWPS OR JACKSON HEADS FOR EXPOSED SCREWS AND BOLTS. 11 loIANUFACTURER TO BE FOLLOWING PROPERTIES, loIAXlMUM (AIR-ENTRAINED) BY THE 4. PROPORTIONING AND DESIGN or l.tlxES: DESIGN ~IX TO PROVIDE UGtfTWEIGHT CONCRETE WITH THE A. 5000 PSI 28-DAY COMPRESSIVE STRENGTH B. WEIGHT: 110 per. c. W/C RATIO: 0." loIAXlMUM (NON AIR-ENTRAINED). 0.35 SEQUENCING A. CONFIRM SURVEY STAKES AND SET ELEVATIONS PRIOR TO AN'( CONSTRUCTION B. THE COMPLETE ROAD AND SITE AREA WILL BE GRUBBED PRIOR TO FOUNDATION CONSTRUCTION OF PLACEMENT OF BACK FILL OR SUB-BASE loIATERIAl.. C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ACCESS DRIVE D. THE SITE AREA WILL BE BROUGIfT TO SUB-BASE COURSE ElEVATION ^ND THE ACCESS ROAD TO BASE COURSE ELEVATION PRIOR TO FOR~ING FOUNDATION. E. APPLY SOIL STERIUZER PRIOR TO PlACING BASE loIATERw..5. F. GRADE. SEED FERTlUZER AND ~ULCH DISTURBED AREAS IMMED1ATEL Y AFTER BRINGING SITE AND ACCESS ROAD TO BASE COURSE ELEVATION, WATER TO ENSURE GROWTH. G. REMOVE GRAVEL F'ROM TEMPORARY CONSTRUCTION ZONE TO AN AUTHORIZE /\REA OR ÞoS DIRECTED BY PROJECT IoWoI'.GER. H. AFTER COMPlETION OF CONSTRUCTION BUT PRIOR TO THE F1t<W.. PUNCH LIST INSPECTION, APPLY THREE (3) INCHES OF 1/4 INCH STONE TO AlL GRAVELED AREAS (REFER TO GRAVEL PAVEMENT DETAIL). AfTER APPLICATIONS OF FINAL SURFACES. APPLY SOIL STERILIZER TO THE STONE SURFACES. I. SUBMmAlS A. BEFORE CONSTRUCTION 1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, TWO COPIES or THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE WAS INCLUDED IN THE CONTRACT. AN ITEMIZED USTlNG OF PROPOSED COSTS UNDER NURSERY LETTERHEAD (REFER TO SITE PlAN FOR lANDSCAPING REQUIREMENTS). 2. SUBMIT FOR APPROVAL 1/2 CUBIC roOT OF THE PROPOSED SURFACE COURSE loIATERIAl.. B. AFTER CONSTRUCTION ,. loIANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRANTY ST^TEMENT ON SOIL STERIUZED. 2. loIANUFACTURER'S DESCRIPTION or PRODUCT ON GRASS AND FERTlUZER 3. lANDSCAPING WARRANTY STATEMENT. 5. 6. o o ;:::.. '- ..,.",-.../.;.... .' / ~./.... . ./ ~~r.;..~ ././/; /.... />.. ./ /> . ........ ./...../ .>;../ IPf' />./ .. /'~~? ~)& It i ...../.:.i ..' /~:' /'" . ../ ..- ~~: _:/<"" ./"- /,x{/,/", /yI/ /-:' \ \ \ UN( OATA L[ASE PARCEL t)tR(CTlON DIS1.....,q: 566"'2')7"E JO.oo· S2)'.7·2)·... JO.oo' "'66"12',,)7'" JO.CO' N2)'.7·2)"E JO.oo ~( Ll Œ id L4 UNE MTA 15' ACCESS/UTILITY EASElwl(N H\Jwß(R OfRECTJON DtSTAHCt L~ H2S.7'2.J"E 2'9.22' l5 N6~t~1 11 "w 107.22 L7 tö4').} 0) 'w 21.~ L8 N6T~ 09"" 60,9" I ~~O l='~:~ l~;~ I CuRVE o.a.TA 15' ACŒSS/UT1UT'l" EASEUENT RAOoJS ARC TN<ŒN1 CHORO 8ENllNC 100.29' '00.97' ~.2)' 95.75' N5.J'~·4r... ~ 16..,)1 9.86 14.97 IN.}2".,}149 w ...-.....~--..,....~l ~..,_ r~·ñ. ~"~' '.' .§' ~ ~;i/ J~" .. ',,,' W' ~ I I ~ø-ø~ ()(I..TA ~T41 '04' 81·,.'29' ~R\/( 9- c. """"" SC>«OCU 0(50""""" ~NM'T ~ n"""l ~SlOH UTUTY R/W ,a,ccrss, ?ROP(RTY &: A()()~ TOPO Tlt£r HÐCHl, l.AHO lJSE, TR£.E UN( TQIlIIUI! lOCAl"lOfol ~ TMI HÐCHT5 R£.Al.Ql .aca:SS ().S(.wOlT. AOOlT'lON.N.. TOPO ~ ÞCC£SS EAS£loIOlT LEG.« ()(SCRlPTlCH lEAS!: PARCEL cou\'c(NClHC AT .... IRON f'lH FOUNO (P.O. a 11) BE:lHC THE _TH(,<ST!:Rl~ wesT ""l)ÆRlY c.:oRN(R or TH( HI:M OR FORU£Rl Y LEROY NiO H(LEN I, woYER, 0([0 BCO< ~~ PAC( .. 75. S77"~7'OO'" '~.a1 f"'E(T TO N4 IRON PIN $(1 AT TH( TRU( POWT OF B€OHNWC (1'OIl 12); THENC( WlTH 1>« NEw LINES OF TH( l£AS( PARC(L N;(J CONTlNUINC THROuGH TH( LANOS OF SMl L£1lOY ANO HEL£N I. woYER N56'12')7"w JO.OO FEET TO .... IRON f'lH 5(T; THENCE N2J"47'2J"'E .30.00 fEET TO AJtI IRON PW 5£1: TH£NCr 568"17'J7"'£ .30.00 rHT TO AN IRON PI,.. qT· TW:NC( 52)'.7'2)"w JO.OO F(ET TO THE: POoHT OF B£ClNMHC CONTAINIHC 900 SOUAR( F(ET OF VW) N;(J BE:OOC SiTUATED .. SCOTTSVl.l.£ OISTRlCT. AlBE:lIARI.£ COUNTY, VlRCNA. L£G.« 0CS0llPT1OH PAR£NT TAACTS TAX """ n-~B)J Il(Cl_NG AT .... IRON .... FOUNO(P.O.B. ,) AT THE NOR1HwEST COIlN(R OF N()I OR FIJRW(R\, Y LEROY AND HE:L£N I. woYER f'ROPERTY. OHO BOOI< ~, ""'Cl' 77 1, TAX """ PARCl:L n-~B), SAIO F'OlNT ALSO LOCATEO ON THE SOUTHERlY RlCHT OF IlAY OF STAT!: ROUTE :I): THENC( LEAVING SAIO RlCHT OF IlAY ....0 WlTH THE: W[ST(RN UNE Of SAIO woYER f'ROPERTY S'5')1'19"w ,.5),~ f'EET TO A PON1 Il(OOC THE SOl/THWEST C()flN(R OF SAIO woYER f'ROPERTY, SAlO I'OINT AlSO LOCATEO ON THE NORTHERN U« OF NOW OR fORw(Rl Y CURTlS ~ORO F>AOP!:RTY, O£EO BOOI< =. !'ACE 119; THENC( WITH THE NORTHERH lIN( OF SAlO ~ORO f'ROPERTY N7"48'~"W ~.OO FEET TO A POINT BE:OOC THE SOUTHEAST COflN(R OF N()I OR flJRW(RlY LEROY ANIJ HE:L(N I. YOYER f'ROPERTY. O£EO BOOI< =, !'ACE ~ TAX """ PARCl:L n-~B)l. SAIO I'OINT AlSO LOCATEO ON THE NORTHE:RN UN( OF SAlO C_ORO f'ROPE RTY; T>ll:NCE lEAVING SAIO ~ORO J'ROP(RTY N;(J WITH THE EASTERLy lIN( OF SAIO woYER f'ROPERlY N'~'J2'oo"( 1~.00 FE(T TO A '.H.C. 1OONIJY(N1 AT TH( NORTH(AST CQRH(R OF SAlO woY£R F>AOP!:RTY, SAIO PON1 AlSO LOCAT(Q ON THE 5OUTH(RN RlCHT OF WAY OF STATE ROuTE :I.l: THE:NC( WlTH THE: SAlO RJCHT OF 'lIAY OF STATE ROUTE :I) S57"16'~n 2eo.00 f'EET TO TH( PONT OF BE:ClNHING. CONTAHNG 5.1182 ACRl:S OF ""'0 FROW R(CllRl) N;(J BE:lNC SITUATEO .. SCOTTSVllll OtSTRICT, Al.Bl:lIARI.£ COUNTY. VlFtCHA. \ \ \ \ \ \J 15 ..,;'1 -=.J H/F CURTIS C/?,AW'FORO D8. 555 PC. 19 TAX / 92-56(0) ZONED: ~ LAND USE: WOODeD LOT ~.+;~~~.~ "," i -ç l\·G. Ii n.· .... 11 '\ ~ ;.> "-,4. , '\t ~ 4~-;-- te ~l<;¡2·~,., ..... I .~ \ 1 ., .'.' , .~ I .> . ~ ~.~ .. .:~ ï 'nHhJ P A~~'ArìE" ',." :¡, ~ -"" I.J\~jl I"~ ,,\. '\tIc .~rJ i'c~ ¡"~:¡.. i Nc. (l""'nn'-' j"i' . . J.vUL\~~,~ ~ \ ;/-7-tJC " l' ç C>'·f "'-«1/\1:,, ~ ,f ~. .j"'.... Sl..JRIt'EY .. 'c"'" .~ _; ,j, ,,<" !lCJUNllARY FROW R( . . .Ii; :;.~ ~~~~~T SITE f: C't'R 381 -A· SITE NAME: WO'I'ER SlTUATEO ON THE J'ROP(RTY OF LERO'f It HELEN L WO'I'ER O£EO BOOI< ~ PAC( . 76 ()(ED BOOI< = ""'Cl' ~ N;(J ACŒSSl:O TROw STAT!: ROUTE :I) SCOTTSVll.Ll: OtSTRICT Al.Bl:WARI.£ COUNTY. V1RGlN1A NOI/(lIll(R 7, 2000 SCAlE; I' . 50' J08 IROOI22 TEL: 5-40-772-9580 fAX; 5-40-772-80~ ..... ___.. .'II.D>1 .~ Bo¡l~f &: A5socioln. Inc. 1108 COf'OOfote Circle Roanoke Va. 1401 a ð þ þ "'~~-20' -- N/F IPf' IRON'" FOUND LEROY &- l-f£f..éN /. AlQYf:R I PS IRON ~ 5(T D.B. 665, PG. 11' V.H.c. VIRCNA HIGHWAY TAX/ 92-56(8) COWWlSSlON mNm'~ I LAND USE: VAC4.:vr I - - Sl5')7·'9.... "5.},¡~' --l ------------------- I LERO'fltHELENLWO'I'ER I 8.SM!2 ACRES '8 FROI/ R(COROS I sl ~~~~ N T/tJC' la2-~B)3 , LAND USE: VA0\NT ~~ I~ z I ------------------------------J N ~. )2'00"E 1 ~.O,,· / I I / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- N/F S,'J.L;-' GRiMES 0.8. 581 PC. 48 r~x I 92-56 L7QNE.D: fVl LAND '.JSr: RESIDENTIAL / I I / -- ------------------ 50 0 50 120 eo ~ I . Scale .. = 60 ~_/ N/F LEROY &- l-ftLEN I. J,)Oytl~ 0.8, 529 PC. JJ5 TAX / 92-56(8)1 ZONED· ~ !...AND U5£: RESiDENTiAL 8 NOTES; ,. ()WN(RS OF 1l(CORO: LEROY N;(J HE:LEN I. woYER 2. LEG.« 1l(1UlENC(; O£EO BOOI< ~ PAC!: 415. ()(EO BOOI< ~ PAC( ~. ). TAX..... NlM8(RS; 92-~B)1 .Ii; 92-~B)) 4. F>AOP!:R'T1(S AR£ lONE:Q: RA ~. 'tl:RTlCAl a..TUW IS ....-.0-58. 5. !l(ARINCS AR£ 1l(f'E1l(NC(0 TO \'lRClNlA STATE CRIll. 7. COORllINAT£S BASl:0 ON WlClNIA STAT!: CRIll. SOUTH lONE:. 5. AU. EAS(w(NTS OF R(CllRl) WHICH W(1l( F>ROVIO(O TO SURv(YOR AR£ _ H(R(ON. NO TlT1.E R(PQRT lIAS f1JRNISHEO TO SURv(YOR N;(J TH(1l( lIoAY BE: ENCUUllflAHC!S ON Sl.JRIÆYl:O F>AOP!:RTY NOT _ H(R(ON. 9. LOCAl F'OW(R COWPANY; W. F'OW(R ell. I'HON( 58ll-567-.lOOO. 10. LOCAl TE\.£PHON( CllWPANY; SPlllN1 _ ~-225-ðl01. 11. CAlL l/ISS UTlUTY AT 1-llOO-~-7001 Il(FQRE CCOIlIE:NCING COHSTR\.JCTJON. 2. F>llOP(RTY IS LOCATEO IN r.E.WA FlClOO lONE: 'C. AS P(R Flooo ..... WlTH A COWllUNllY-PAN(L NUWll(R OF ~10006 Q.)~ WlTH .... EFrECTl'Æ a..TE OF ()(C(W8(R 16. 1\lllO. NTER F'ROPOS(O TOW(R N . .l8801)1.2) (U.s. rOOT) t.,- .' '~~'~ ,<..u.s. FOOT LONe - 78'2~'21.l77· (L('i . 4:\0.9 FEET L£CAL O£SCRll'TlON OF ~O I~' ACC(SS/lm.lrr [,o.5(W(NT COWl/(NClNC AT .... IRON !'IN 5(T AT THE: NORTH£AST CORHER OF THE PflOPOS(O LEAS( PARCl:L; TH(NCl: N56'12')7"W 7.:\0' TO THE TRuE: l'OIHT OF BE:ClNNIHC(I'OIl ,)); THENC( THROuGH TH( L»lOS OF LEROY N;(J H(LEN 1. woYER, O£EO BOOI< ~. PAC( 416 .Ii; O£EO BOOI< ~29, !'ACE ))3 ANIJ CONT1NUlNC WlTH TH( C!:NTERUN( OF THE: PflOPOS(O I~' ACŒss/VnuTY [,o.5(W(NT ><2)'47'2)"( 25.22 r(El TO A F'OlNT; THl:HC( N6S~l'11"W 107.22 fEET TO A I'OINT; TH(NCl: AlONe A CUR\/( TO THE: RJCHT _ A CHORO OF N5.J'~·47"w 95.75 f'EEl, A RAOIUS OF 100.29 F1:(T, ANIJ .... NIl;; LENGTH OF 100.91 f'EET TO A POoHT; THENC( ~).}'O)"w 21.~ FEET TO A F'OlNT; THENC( N62"Ø'OlI"w 50.9-4 f'EET TO A l'OIHT; THENC( N17Ol1'JO"w e~.2) FEET TO A F'OlNT; THENCE Al.ONC A CUlM: TO THE: RIC><T ""VINC A CHORO OF '<)2'),'49"W ".97 fEET. A RAOoJS OF 11.:\0 rEET. ....0 .... ARC L£NCTH OF 15.3' FŒT TO A F'OlNT; TW:NC( NQ5"œ¡'215"( ., f'E(a TO A POINT ON !Ii( SOUTH(RN w.RClN OF STATE ROuTE :I), ANIJ Il(INC TH( ENO OF THE F'ROPOS(O 1~' ACŒSS¡vnUTY [,o.5(w(N1, "'VIHG A TOTAl L£NCTH OF 452 fEE,.. F'ROPOS(O 1 ~' ACŒSS/UTJ.JTY EAS(w(N1 I I:;.. j.. I.:' /,...,'.:J '.H c (j.j =w,tf7 I /'h~ ~ 11.,'i íT; 'I~ I. / I u . .~Ll IA .' 1/1 - It ~ ! I ! I :l ¡~ au Ò mc. ,.:." R(P ~ ~ I TrltonPCS lRITDN pes 8211 NIIIllREIUII P_V RlCItotONO, VA 23238 I-I 323-8500 _ 323-40511 FAX / All DRAMHGS ÞHJ ~ .....TERW. COHTMUl HERÐN ARE THE PROPERTY OF ENGINEER ÞHJ WAY NOT IE llUI'lJCATDl, US[) OR DISClDSED WITHOUT THE WRITTEN CONSENT OF ENGINEER. 0.''''0« So'otio" 1!)j¡.; \:LA;":'il;~ RC;AC ''';UITE 101 APEX, N::: ¿75u;¿ PII;)Ii;~: {?1']~ ..1?_L:¿1r~l Fax: (21:]\ -~!.;i-:¿LLL' I RIlfAS[ I I MTE I 5/22/00 ISSlJI]) FOR REVIEW 6/16/00 ISSlJI]) FOR ZONING I REYI5ION5 I I NO. MTE I & 6/16/00 RI'II5EIl ACCESS DRM: &... 6/22/00 RI'II5EIl FOR T1llTON PC5 .&. 7/7/00 RI'II5EIl FOR T1llTON PC5 N/F &. 8/9/00 RI'II5EIl TllWER HEIGHT CURTIS CRAWFORO D.B. 555 ro. 99 &,. 9/21/00 1I01J1FY ACCESS R(W) TAX I 92-56(D) ZONED: RA &. 11/7/00 lAODIFY ACCESS RONJ /AND USE: VAOWT TItS ORAIMNG IS COPY1llGlIITD ÞHJ IS 11£ SOlE PROPEllIY OF THE OWNER. IT IS PRODUCED SClß.y FOR USE B'r' TÆ OMÐ NÐ ITS Af'fU\TES. IlÐ'ROOlICroN OR USE OF TItS _ ÞHJ/OR 11£ _T1ON COHTMUl IN IT IS FORIIIlOEN WI1HOl1T Tl£ WR!TTEN PERIll5SlON Of Tl£ ~. DRAWN BY, CHS CHECKED BY, BTt.A SITE _ MuYER. PRuPERTY WENTWuRTH FARM;.;; SITE ~UIIIlER GVR-361A SfT( ADDRESS 1;;63 THvMA:; JEFF. PKWY. CHAP.LvTTE'';VILLE, VA ;¿:WiJ;¿ SHEET TITlE ;'¡ITE PLAN 16 SHEET NUWBER G-3 PLOT SCAL£: I I I I I I I I I --_---1 ------------------ I I I. e g '" -i~ .., I~ ( I / I I / I PIIML _ NlJI' ..- DA.TE: 11 / 50 SITE PLAN SCALE: '"=60' ~ 50 463.75' "~50' II, I I I I I I I I I I I", I IXI ¡'Oi I I I I I I I I I", / I X I +/0/ / I I / EXISTING 15' WIDE Ii", / EASEMEIIT I I¡/~! I I , I I I I I / / I I I I I ~ I - 142.5':1: TO EQUIPIotENT I I 1/- --------- I / 110' FALl RADIUS - - - - - - - - - - Slõ37'19"W I --- II ~ MOYER p 500.00' N15'32'OO"( N/F L£ROY .. HElEN I. IIOrER D.8. 665 PC. 77/ TAX I 92-56(8) ZONED: RA /AND USE: VAOWT N/F LEROY & HELEN I. 8.982 ACRES FROII RECORDS 0.8. 565. PG. 476 TAX# 92-56(8)3 ZONED: RA LAND USE: VACANT 402.8':1: TO EQUlPIoIEIIT ---- N/F L£ROY .. HElEN I. IIOYER D,8. 529 PC, 3J5 TAX I 92-56(8) / ZONED: RA /AND USE: RESIDENTIAL MINIMUM SET8ACK REOUIREMENTS FRONT: 75 FEET SIDES: 25 FEET REAR: 35 FEET .bIQIE; 1. RA: RESIDENTIAL AGRICULTURAL r<') I.{) f::!$ 6~ 0:: /.L.JO /-.1.{) ~ C/) L WOODED ì PROPOSED 10'.12' CONCRETE PAD Wffi EQUlPIoIEIIT CÐlIER OF PROPOSED 80' WOODEN IIONOPOlE UNE POWER DRIVE USE EXISTING ENTllANCE/ ASPHALT MIllE UTlUlY I CULVERTS " ~ ~ I ..~ 2 ¡g I Q' f i Ii! u I " '", ~i o ~ ~ .. -:; o o "- ..... ~ Triton pes TRITON PCS 1211 ~ PARKWAY RICHlIOND, VA 232J8 1::1 ~ FAX / ~ ~ I ~ o ~ "i 1,1 .. ~ i " I æ1 o ..¡ ~ § ! All llRA1MHGS Nf) WRlTlEN W'i,IIlW. CONTMÐl HERON ARE THE PROPERTY Of' ENGINEER Nf) l6\Y NOT lIE IlUPlJCAlID, U5Dl OR DISClOSED IIIlIHOVT THE WRl1TEN COHSENT OF ENGINŒR. \ \ PROPOSED lRITON ~~ VW~ ~~ I I Lù.1 \B7 , I I I I I I EXISTING '2"' 70' TALI. loW'LE TO BE REMOVED ASL TO BASE: 451.5' / ASL TO TOP: 521.5' / - TRITON PCS H-FRAIolE WEIER STAND / / / / / / - ~Fi~G ~~~ ¡~~, TALI. CHESTNUT OAK <D ASL TO TOP: 525' SECTOR 2 ....."'" ANTENNA -_ ./ ..... AZIWUTH 295" -- _ .- .,., RAe CENTER 58' ------------ 0.''''0« SoLotio", 11:~!; :_~LA:~:~+': R(;AD '"UITE 101 APEX, N~ :¿750:¿ PhíJIF_: (Jl:)~1f;?-LLle Fax: (13) -,'.,7-£2£0 REVISIONS NO. Ql,l[ , 8/22/00 RlVISEO PER TIl!TQI PCS 7/7/00 RlVISEO PER TIl!TQI pCS 7/13/00 AOO TREE HE1GIf11; 8/9/00 RlVISEO 1UWER HEØfT 9/21/00 lIOOIFY = RlWl LtI. 11/7/00 IotODIFY ACCESS ROAD 1ltS DRIMIG IS COPl1llGHlÐl Nf) IS 11£ SOLE PROPER1Y OF THE OWNER. IT IS PRODUCED SOUlY FllR USE BI' 11£ lMÐ MJ ITS AFfU1ES. REPllOIlOCTXIN OR USE OF 1ltS _ Nf)/OR 11£ 1f'ORllA1ION CONTMÐl IH IT IS fllRIIIlOI) wmwr 11£ WRITTEN P£RIISSlON OF 11£ lMD. DRAWN BY: CHECKED BY: SITE_ MUYER PRuPERTY WENTWuRTH FARM RElfASE Ql,l[ 5/22/00 IISSlJEO FOR REVIEW 8/'8/00 ISSlJEO FOR ZONlNG CHS BTM PlAN ~ CD ~~~~~~DS~NT~~ED DURING CONSTRUCTION. EXISTING '0"' OAK 14"' 66' TALI. CHESTNUT OAK TO BE REMOVED ;E ~l w ::> I!' CHESTNUT OAK <D OAK 2"' DeSTING EXISTING '0"' ~ '- - EXISTING 12"' TRIPLE OAK PROPOSED TDFORAR"I TREE PROTEC'T1ON f'ENCE ~@ C-7 EXISTING '2"' PINE .IQIE: EXCEPT AS EXPRESSLY NOTED TO lHE camlARY HERÐN, NO TREES OR SIGNIFICANT VEGETAllON IS TO BE REI«l\IED WITHIN 200' or lHE CENTERUNE or TI£ PROPOSED POlL SITE NUIIlER GVR-361A SI1E AllORESS 1:':63 TH!..'MA~ JEFF. PKWY. CHAP.L,-'TIE::iVILLE, VA ¡:¡:!lO¡: \;f CLUSTER IIOUNT (TYP. SECTOR 1 ANTENNA AZIIolUTH 11 (J' ECTOR RAD CÐmJl 58' FUTURE ..... ..... ..... ..... ..... ..... ..... ..... EXISTING 6"' 45' TALI. ASL TO BASE: 452' ASL TO TOP: 497' <D 17 SHffi TITLE ::iITE DETAIL PLAN SHffi NUllBER G-4 I F'lOT SCALE: PIML _ 1IlJI'~ DAl[: 11 .!lQIE; 1. AZIolUTHS ÞRE ORIÐlTATm CLOCKWISE FROII TRUE NORlH. 2. CONTllACTOR SHALl. VERFY PROPOSED ANTENNA RAD CENTER AND ORIÐlTAllONS WITH TRITON PCS PRIOR 10 INSTAUAllON or ANTENNAS. PLAN 5 SITE DETAIL SCALE: 1"=5' 5 0 ".5' o o ...... ,.... ...... TrltonPCS lRITOH PCS 1211 ARIIOREJ\JI _V RICHIotOND, VA 2J2Jð (804l 323-1500 (804 323-4051 FAX / AU. DRAWNlS NIl WRImN .....TERIIL CONTAtÆD HEREIN ARE THE PROPER'IY OF ENGINEER NIl lMY NOT BE DlJU:ATED, usm 011 DlSQDSE]) WfTHOUT THE WRfTTIN CONSENT OF EHC1NŒR. OW;'.L." SoLuM" 1I,3b_LA-,:-'I'~ ReAD :...,;UITE 101 APEX. N:~ ¿75U¿ Pllorl':: IJ1'.:) '1·;7-:¿¡H FdX: C]1:n :'~;?_:¿:¿¿i..' RELEASE 1lI.1£ 5/22/00 ISSUED FOR Jl[';[W 6/16/00 ISSUED FOR ZONING R£VISIONS 1lI.1£ 6/22/00 REVISED PER TRITON PCS 7/7/00 RlVlSlll PER TRITON PCS 8/9/00 REVI5ED TOWER HElGHT 11/7/00 AOO ACCESS RlWl PLAN ~ <D HEIGHT OF PROPOSED WOOD IlONOPOL£ SHAl..L BE NO GREAlER THAN 7' ABCNE THIS DRAWING IS COI'lll1GHTED AND IS 11£ 501£ TAl..LEST TREE WITHIN A 25' RADIUS OF PROPERTY OF THE OWNER. IT IS PROOUŒD THE PROPOSED CENTERUNE OF THE SCl..D..Y FOR USE En' TK: CJIMrO AM) ns AFfU\TES. WOOO IoIONOPOLE. REI'IlllllOCT1O 011 USE OF THIS _ NIl/OIl 11£ IHfllRIIA110N CONTAtÆD IN IT IS FllRl!IlDEH WITHOtII 1l£ WRImN PERII5SION OF 1l£ OWNER. DRAWN BY: CHS CHECKED BY: BTf.1 Ism: - MoYEP.. PP..oPEP..TY WENTWüR.TH FAR.M I sm: NUW8ER cVR-361A I srn: ADDRESS 1ü!i~ TH....'MA:,; JEFF. PKWY. ;:::HARl'.JTTE;;VILLE, VA 2Z':lU:¿ I SHEET mu: ] :.>ITE ELEVATluN3 FIlM. 1ItA_ 1101' E£AIED I SHEET NUUBER DAlE: " - - C-5 'iCALE 1 - 18 Nt;NE PLOT SCALE: ~ \ -~I VIEW ~ , ~ I , , -----, \ , -~--L__~ ~ ~ . a . I o N I IX) o IX) STAND lAETER ROD~ ANTENNAS ---......... ] Tl'\t..~, ''''''''~I TRITON PCS CABINET ~ PAINTED BROWN (EARTH TONi , JIDIö IF T TO A ROAD WHERE THERE IS A P' THAT ANY EOUIP~ENT CAN BE SEEN, ADDiTIONAl. LANDSCAPING IS REOUIRED AND THE CONCRETE PAD ~UST BE TINTED (NOT PAINTED) BROWN. 2' LIGHTNING 2 SECTOR TRITON PCS CLUSTER lAOUNT f~ lieu ...."IIuT\ OAI..rrrn conwu f~AOTU ,. ---.. .w.-......J . ............ .....,"',,,.. \---...,,,. AND ONE FUTURE ANTENNA Q \8} to lD II f- I '-' W I W W "" f- o ~I ELEVATION VIEW LOOKING SOUTHEAST " ~ ~ ~ fi ! i f u I' fill il ~ ~ .. {; PROPOSED 15' WIDE ~~ EXISTING 12"' ~'"~ ,,", ""'~ lDIPORARY TR N FENCE è1 EXISTING 6"' 53' T~ CHESTNUT OAK TO BE REMOVED EXISTING 6"' 45' TALL MAPLE ISTING 10". OAK TlNG 12". OAK / / / EXISTING 12"' 73' TAll CHESTNUT OAK / / / / / , / lXISTING )'4"' 66' TAU. CHESTNUT OAK / / I / / / / / / / / / / / ! (")/ / I EXISTING 12"' 70' TAll MAPLE TO BE REMOVEC ~ EXISTING 14"' 66' TALL CHESTNUT OAK TO BE REMOVED a". OAK GRADING PLAN SCALE: 1"=10' 10 0 10 1"-10' ," '" '- ..... '- TrltonPCS RUfASE 1lo\T[ 5/1:1/00 5/Yl/00 OW".L." SoLotio", ","" ·_lA;:'!'- R(';AD 'jU1TE 101 APEX. N'~ :.¿75U;¿ REYlSIOH5 NO. om .&" 6/16/00 REVISEIl ACCESS RlWl 6/22/00 REVISEIl PER l1l!TON PCS & 7/7/00 REVISEIl PER l1l!TON PCS it 7/13/00 NlO TREE HEJGHTS &. 8/9/00 REVISEIl lOWER HEIGHT &, 11/7/00 MODIFY ACCESS Ro.>.D 1lIS_ISCOf"rRIGlITEDNIJ ISM SOlE PROPERlY Of THE OWNER. IT IS PROOUCED sø.n.y FllIl US[ III' M ~ !if) AS AfflJOlIS. REJ>RllIlUClØ OR lJ5[ or IllS _ NIJ/OR M _OOH CllNTAINED IN IT IS FOIl8IlllEJ WITIÐUT M IRITTEH PEJlIIlSSION or M ~ AU. OIWIINGS Nfl W!lfT1Ð lIAITRW.. CONTAINED HERÐN ARE THE PROPERTY Of ENGINEER !if) lIAY NOT IE WPUCATID, IJS[) OR IlISCl1lSED WI1I<OUT THE WRITT£N CONSENT Of ENG1NEER. ; n1J)~t:~?-:¿21l' iJ1 T, .~;? ~:¿:¿L!} 1RITOH pes aZ11 ARIIORET1JI PIoRKWAY RICHIIOND, VA 2J:ßII (llO4l J23-a500 (1lO4 J23-<405ll rAX ISSUED FllIl R£V£W ISSUED FOR ZONING CHS 8TM PholF Fax: DRAWN BY, \ ~~o,.." ..~- UNE REMOVED 15" / PROPOSED TREE UNE STATE ROUT¡: 53 50'R/W EROSDi CONTllOI. .....T TENSOR (BX-11OO) OR EQIJt'lAl..ÐlT PROPOSED 10'.12' CONCRETE PAD WITH EQUlf'IENT / ; CEHTEll Of PROPOSED SO' WOODEN IIONOPOI..E 73' I " .:> \ q"' I { I I I I I I ;' SlTEIWlE MuYER PRuPERTY WENTWuRTH FARM 1<:5;; THuMA:> JEFF. PKWY. '_'HARL'..JTTE:NILLE, VA 229\.'<: (';-6 PLOT SCAlE: 19 ,,jRADINt; PLAN eVR-361A SITt ADDRESS SHEET lTTLE SITE NUII8ER .... - IIlJf IElØIE) D....TE.: l' NOTE: 1. THE SLOPE WITHIN LEASE AREA IS LESS THAN 25% GRADING PLAN - SCALE: 1"=20' 20 0 20 1"-20' / ! r--- / / / f ( L-- ------ EXISTING ASPHAlT DRIVE ~ " ,,; :u' . >l >l ~ ~ ~ ,- IS >l >l Ii 'II ~I ~ ~ ~ ~ IllVlSIONS RE\'IS£D PER TRITON PCS RE'IlSED PER TRfTON PCS RE\'IS£D TOWER fEIGIIf IlOOFY ACCESS ROo\D !lIS IlIlAWlNG IS COf'\'llQf1ID Nfl IS 1\£ SOlE P!lOP£R1Y or THE OWNER. IT IS PROOUCED 5OW.V FOR USI' BY 11£ OIlER Nfl ITS ~T15. REPROIlOCT1ON DR USE Of !lIS _ Nfl/DR THE _TION CONTAAÆD III IT IS FllR8IllllÐ< WI1HOOT 11£ IIRlTTEN P£RlISSION Of 11£ OIIII:R. DRAWN BY, CHS CHECKED BY, BTf.1 MICROFLECT TIll-BRACKET PART # B 1 B2B OR EQUAL Isrrr- 4 MuYER PRuPERTY WENTWuRTH FARM srrr NlAlBER GVP.-361A SITE ADDRESS 1,;l;j THUMA:"; JEFF. PKWY, c:HARLUTTE:,NILLE, VA ;¿;¿g¡¡:¿ I TrltonPCS 11lITllH PCS .211 NlIIORElIJII P_Y RICHlIONll. VA 2.32J11 ¡804l 323-8500 804 323-4OlSll fþ(J/. / All. IlIlAWINGS Nfl IIRlTTEN l6\TERW. CONToIlNED HERON ARE THE PROPERTY or ENGINEER Nfl l6\V I«lT II{ W'lrATED, USED DR IlISClDSal WI1IiOU'T THE WRfTT[N CONSENT or ENGINEER. 0.''"1'" Solo'ioo> 1 u3', '~LA'':'':I'; R','A[ '.:IJITE lu1 APEX, N''': T"5UZ Ph'J"~: (}1'iJ 3j:-221U F 'JX: 013] 30'7-2220 1 RELEASE llo'.TE 5/22/00 ISSUED fOR R[\/(W 6/16/00 ISSUED fOR ZONl«: 3-1/2" DIA. METAL POSTS EMBEDDED IN CONCRETE INSTAlLED PER MANUFIICTURER'S INSTRUCTIONS .IlllIE; PIPE COLUMNS. WAVEGUIDE CHANNEL, AND PIPE HEAD ÞS MANUFIICTURED BY AO\IANCED LIGHTNING TECHNOLOGY. CONNECT EACH SUPPORT l£G TO 3'-0" CABl£ SUPPORT SPlICING EVERY COORDINATE CABl£ ROUTE AND INSTAl.L'.TlON WITH CABINET. 0, :111=111=111=111::-' I III III III I :111-111=111-'" 1:--' . 2. 3. 4. I 24" I ~ Ii I (, , 'io 9" PREPARED STONE (, I ¡" IX W ~ 0 lil- ICE BRIDGE t POSTS (TYP.) :~[l BRIOCE \:, , '" - \:, TRITON PCS CABINET I PAINTED BROWN (EARTH TONE) ¡" - ~ EDGE OF . CONCRETE I 5'-0" I (, I N SUBGRADE CONCRETE PAD CL 3" CABINET STONE 0'-0" 6" CRUSHED 20 MIL VAPOR BARRIER '0, I '", SLOPE ," CHA!.lFER 04S'(TYP.) GRAVEL FILL ~ ~ I i 'ií % ~ " , i f.l f ~ , i;l o @ f ¡ {; EQUIPMENT SUPPORT PAD CROSS SECTION 10"-0" I @ .t- !IDES; 1. Ie' a 3000 PSI, Fy - 60 k.; 2. FOOTING TO EXTEND A MINIMUM OF 12" BELOW UNDISTURBED FROST LINE. 3. FINAL SITE DESIGN IS THE RESPONSIBILITY OF THE SITE CONTRACTOR. 4. SlAB FOUNDATION DESIGNED ÞSSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 5. SLAB FOUNDATION DESIGNED ÞSSUMING MAXIMUM PlASTICITY INDEX OF 6. TINT CONCRETE, EARTHTONE 0 ~ CONCRETE PAD DETAIL (10'x12') ..... '- 0'-0" ~ ~ - - - :;;;ALE: I 31 CONCRETE EQUIPMENT PAD LAYOUT I :;;;ALE ~WAVE GUIDE BRIDGE DETAIL NGNE N'jNE - - - FUTURE WOODEN ANTENNA DAPA TR-S MECHANICAl. DOWNTlLT BRACKET DAPA TR-S MECHANICAl. DOWNTILT BRACKET AND DAPA FIX BOS PIPE MOUNT BRACKET B"-10' ANTENNA PANEL j 20 I SHEET TITlE :jITE DETAIL:"; FIML _ IIØ1' IIII.ø.D DAlE: I SHEET NU~BER 11 C-7 :;';ALE 6 N'..ìNE I PLOT SCALE, ANTENNA \ MICROFLECT PIPE MOUNT PART # B1882 OR EQUAL lIQI!:S; PROTECTION OF EXISTING VEGETATION, AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL. A CLEAN, SHARP, VERTICAl. CUT SHALl. BE w.DE AT THE EDGE OF THE TREE SAVE AREA AT THE SAl.4E TI~E ÞS OTHER EROSION CONTROL ~EASURES ARE INSTAllED. THE TREE PROTECTION FENCING SHALL BE INSTALl£D ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALl. REWJN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL. OR EQUIPMENT AND NO TRESPÞSSING SHALl. BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA. CONTRACTOR TO INSTALL AT A RADIUS EQUAL TO I' RADIUS/'" DIAMETER OF TREE TO REWJN. PANEL MICROFLECT TRI-BRACKET PART # B 1 B2B OR EQUAL .HZœ CfJNTRACTOR SHAll. VERIFY SIZE OF BRACKET R~QUIRED PRIOR TO CONSTRUCTION 2. PANEL ANTENNAS TO BE FLUSH MOUNTED TO W')OD POl£. 3. ANTENNA DIMENSIONS HxW,D- 4-4. 7,6.3"x2. 7" FENCE POSTS MAY BE 4"' PINE OR 2"' OAK 5 1 TREE PROTECTION FENCE DETAIL 2. I 4' MIN MICROFLECT PIPE MOUNT PART # B 1 BB2 OR EQJAl. BI-BRACKET MOUNT DETAIL '" I" o. 27, (6) #4'S CONT, 3" CLIAR (TYP.) #4 lB"