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HomeMy WebLinkAboutSP200100032 Action Letter / COUNTY OF ALBEMARLE Department of Planning & Community Development 40 I McIntire Road, Room 218 Charlottesville, Virginia 22902-4596 (434) 296 - 5823 Fax (434) 972 - 4012 January 17, 2002 Paula Figgatt 1617 West Beverly Street Staunton, VA 24401 RE: SP-2001-032 Robert Finley (Devon Mobile Telecommuncations) Tax Map 73, Parcel 31C Dear Ms. Figgatt: The Albemarle County Board of Supervisors, at its meeting on January 9, 2002, unanimously approved the above-noted request. Please note that this approval is subject to the following conditions 1. As shown on the construction plans, the top of the monopole shall not exceed a total height of 85'6", nor shall it exceed a top elevation of 784.49 feet, as measured Above Sea Level (ASL). No antennas or equipment, with the exception of a grounding rod, shall be located above the top of the pole; 2. The facility shall be designed, constructed and maintained as follows: a. Guy wires shall not be permitted; b. No lighting shall be permitted on the site or on the pole, except as provided by condition number nine (9) herein; c. The ground equipment cabinets, antennas, concrete pad and all equipment attached to the pole shall be no larger than the specifications set forth in the attached plan (on file) entitled "Devon Mobile Telecommunications, LP, dated October 17, 2001; d. A grounding rod, whose height shall not exceed two (2) feet and whose width shall not exceed one (1 )-inch diameter at the base and tapering to a point, may be installed at the top of the pole; e. Within one (1) month after the completion of the pole installation, the permittee shall provide a statement to the Planning Department certifying the height of the pole, measured both in feet above ground level and in elevation Above Sea Level (ASL); f. The pole shall be no taller than the height described in the attached plan (on file) entitled "Devon Mobile Telecommunications, LP, dated October 17, 2001, without prior approval of an amendment to this special use permit; g. The diameter of the pole shall not exceed twenty six (26) inches at its base, and twelve (12) inches at the top; and h. The pole, antennas and ground equipment shall be painted a flat, dark brown color; 3. The facility shall be located as shown on the attached plan (on file) entitled "Devon Mobile Telecommunications, LP," dated October 17, 2001; 4 Equipment shall be attached to the pole only as follows: a. The number of antennas shall be limited to three (3), at the sizes shown on the attached plan (on file) entitled "Devon Mobile Telecommunications, LP," dated October 17, 2001, b. No satellite or microwave dishes shall be permitted on the monopole; c. Only flush mounted antennas shall be permitted. No antennas that project out from the Page 2 January 17, 2002 pole beyond the minimum required by the support structure shall be permitted. However, in no case shall the outside edge of the antennas project out from the face of the pole more than twelve (12) inches. The antennas shall be painted to match the color of the monopole; 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 arborist, 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 installations associated with the pole and equipment pad, 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 lease area, or the vehicular or utility access. The applicant shall obtain a tree conservation easement from the adjoining property owner, for that portion of the two hundred (200)-foot buffer that is within their property. 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 facility shall be disassembled and removed from the site within ninety (90) days of the date its use for wireless telecommunications purposes is discontinued. If the Zoning Administrator determines at any time that surety is required to guarantee that the facility will be removed as required, the permittee shall furnish to the Zoning Administrator a certified check, a bond with surety satisfactory to the County, or a letter of credit satisfactory to the County, in an amount sufficient for, and conditioned upon, the removal of the facility. The type of surety guarantee shall be to the satisfaction of the Zoning Administrator and the County Attorney; 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 shall identify each user that is a wireless telecommunication service provider; 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; 9. Outdoor lighting shall be limited to periods of maintenance only. Each outdoor luminaire shall be fully shielded such that all light emitted is projected below a horizontal plane running though the lowest part of the shield or shielding part of the luminaire. For the purposes of this condition, a luminaire 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; 11. The permittee shall submit a revised set of site drawings to the Department of Planning and Community Development. Prior to the issuance of a building permit for construction of the facility, Planning staff shall review the revised plans to ensure that all appropriate conditions of the special use permit have been addressed in the final revisions of the construction plans; 12. The size of the proposed "grove trees", required by the Architectural Review Board, shall be increased to a mixture of 2 1/2" and 3 1/2" caliper; 13 The information included in the submittal materials, shall be clarified as follows: a. Sheet SU-1 shows the proposed pole at a base elevation of between 700' and 701' Given the 85'6" height of the pole, the top elevation would be between 785'6" and 786'6". Sheet A-5 identifies the top elevation of the pole as 784.49' which places the base elevation of the pole at 698.99'; and b. The grading shown appears to extend approximately fifteen (15) feet beyond the south side of the lease area When comparing this to the tree survey, sheet SU-2, it appears that either the roots of tree six (6) will be severely damaged or the tree totally removed Please note if the tree is to be removed, or if it will be protected, the manner in which they will protect it. Also, tree nine (9) is located on the adjacent property and cannot be included in our restrictions unless there is an agreement with that property owner; and 14. The applicant shall obtain an easement, acceptable to the County Attorney, prohibiting development on the part of the abutting lot sharing the common lot line that is within the wireless facility's fall zone. 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, u VWC/jcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse ATTACHMENT D Devon MobIle TeIHo_~ LP 275001: Street Buffalo. NY 14203 GENERAL DYNAMICS Wo.1dwtae Telecommunications Systems 77 "A" Street Needham. MA 02494 13~ P1anlAtlc:>rl RoAd Ro~. Ylrglnl¿!l 2..4Ø12 TOLL FREE, I-B"-34~-4Ø4S FAX, (6Œl4J 514-64'1 EMA1L, lIIðll.tn....ng.com l""IIõ:OJECT NO, Ð~1·3' DRAiI.N BT, 0= CI-lECXEO ~"(, !œJ"1. ::.AD I"IL!, ÐI'al-3'AI SUBMITT ALS . OCT nJeI I&eUeO I"OIIir: a.-.1CON&T . ..uL :Sllel la!V1eED pof'R GD. , .lll2С'f)1 1IIi£""~D .-eR 6.0. I ........fC>I fltElgeuEO I"OIIt IIEVlew e I"'lÁl't)el/DI 16&UEO FOR REYlEUJ T!-IE ~AT1ON CCNTAfNED IN TH1& eeT ar t>OCl.MENT& 1& ~ET ARï 8"1" NATURE. ANi uee OR DISCl..OSUJöæ on..ER THAN TI-lA T ~ICl-l Fæi..A TES TO Tl-lE eLlENi' NAMED IS STRlCTL T ~le TED. A4E ðf:Al.. elT! 61LLUMS MOUNTAIN (CI-4AØØ5B) DRY BRIDC:.E ROAD CI-4ARLOTTESVILLE. VA 229Ø3 5A-IEET TITLE COVER SI-4EET ðl-lEET I<U'1eEIIE: A-' 8 FROM ROANOKE. ,AKE 1-64 EA5T TOWARD5 Cf4ARLOTTE5vILLE. TAKE EXIT ROUTE 63l/lVT' AND TURN RIGHT ONTO DICK WOOD5 ROAD (ROUTE 63l). FOLLOW DICK WOOD5 ROAD TO DRY BRIDGE ROAD AND TAKE ANOTHER RIGI-4T. 51TE WILL BE ON Tf4E RIGI-4T I APFROxlMATEL Y 112 MILE). ACCE55 15 rf4ROUGf4 THE SECOND GATE. IF YOU CROSS OveR 1-64 YOU f4AVE GONE TOO FAR FOLLOW Tf4E TIRE TRACKS AROUND AND UP Tf4E f4ILL. SITE 15 LOCATED ro THE RIGf4T OF rHE POWER EASEMENT AND HALFWAY DOIl.N rHE HILL WITf4IN rHE TREES. l8·38'Ø5.l Tf4E PROJECT CONSISTS OF Tf4E INSTALLATION OF PCS EQUIPMENT. CONCRETE PAD. FENCING, WAVEGUIDE BRIDGE AND ANTENNAS ON A 85'-6" WOOD POLE. 2'1 NAD LAT. LONG. ,<I' ..tvv rÞ~ ".f. NAvD 88 6'38.bØ ON DIRECTION& TO &ITE PROJECT DE&CRIPT ci It w \'J a ~ III }- It a KEY PLAN N.T.5. I-lANDICAP REQUIREMENT& f4ANDICAP FACILITY 15 UNMA'lNED AN::> NOT FOR HUMAN f4A5IT ATION. ACCES5 15 NOT REQUIRED. OTI-lER REQUIREMENT& FACILITY HAS NO PLJM51NG OR PARKINc:.. CONTRACTOR 5HA:"L CONTACT ..MIS5-LmLITY.. PRIOR TO ANY EXCAVATION AT I 18ØØ) 552-lØØI. APPROVAL LI&T TITLE &1C:sNA TURE DATE RF ENc:.INEER GENERAL DTNAMICS DEvON COMMUNICATIONS PROPERTY OUNER Devon Mobile Telecommunications, LP GILLUMS MOD CHAOO5B PROJECT &UMMAR"'" 51TE NUMBER, 0-1 AØØ5B SITE NAME, c:.ILLUMS MOUNTAIN SITE ADDRESS, DRY BRIDc:.E ROAD O'¡ARLOTTESVILLE. VA 22'3Ø3 ASSES50R'5 PARCEL " l3-31-C DEED BOOKIFAGE, 18'3Ø/585 CURRENT ZONINc:., RURAL c:.OVERNINc:. CODE, VII'<l:::INIA UNIFORM STATEWID:= BUILDINc:. CODE JURISDICTION, ABLEMARLE COUNTY 4Øl MciNTIRE ROAD Cf4ARLOTTESvILLE. VA 22'3Ø2 CONTACT, STEPHEN WALLER PHONE, (8Ø4) 2'36-5823 CONSTRUCTION TYPE, NIA PROPERTY ou.NER, ROBERT v. FINLEY 396Ø DICK WOOD5 ROAD CHARLOTTESVILLE. VA 229Ø3 PHONE, 18Ø4! '3ll-2Ø4Ø USE GROJP, ANTENNA ARRAY-U APPLICANT, DEVON MOBILE COMMUNICATIONS. LP 215 OAK STREEr BUFFALO, NY 142Ø3 CONSU:" TANT, TRK ENGINEERING :.. TD. 1314 PLANTATION ROAD ROANOKE, VII'<l:::INIA 24Øl2 CONT ACT, RANDY MARK5 TOLL FREE, 1-8ll-345-4Ø45 EMAIL, mðll1l)t'''-''ng.com STRUCTURAL ENc:.INEER PROVIDENCE ENc:.INE::RING 415 ELM AVENUE 5W ROANOKE. VA 24Øl6 ELECTRICAL :NGINE::R MEI ENGINEERINc:.. INC. 216 50UTH LIBERTi 5TRE::T HARRISON5UI'<l:::, VA 228ØI 5URVEiOR, ARTZ AND ASSOCIATE5 35 UJ. B06CAUJEN STREET WINCI--IE:5TER. vA 226ØI CONTACT, MICHAEL M. A'<TZ TOLL FREE, 1-8ØØ-l:;5-132Ø PQ'J)ER: DOMINION VII'<l:::INIA POUJER PHONE, 1l51) 851-2112 REF" VIR Ø:;161 3~523 TELCO, i.B.D. REV. NO. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 DRAWING INDEX DIJX:":¡. DE&CRIPTION NO. A-I COVER &I-lEET A-2 &PECIFICA TION& A-3 &ITE PLAN A-4 COMPOUND LAYOUT A-5 WE&T ELEVATION A-6 LAND&CAPE PLAN A-'1 COMPOUND &uRFACINC:s A-8 COMPOUND &URFACINC:s DET AIL& A-S ERO&ION CONTROL PLAN A-I ERO&ION CONTROL DET AIL& RF-I RF DET AIL& &-1 &TRUCTURAL DET AIL& &-2 &TRUCTURAL DET AIL& /I &-3 WOOD FENCINC:s DETAILS E-I ELECTRICAL DET AIL& E-1A ELECTRICAL &ITE PLAN E-2 ELECTRICAL DET AIL& E·3 C:sROUNDINC:s DET AIL& E-4 C:sROUNDINC:s DET AIL& E-5 C:sROUNDINC:s DET AIL& &u- &ITE &URVE"'" &U-2 TREE &URVE"'" ATTACHMENT 0 Devon Mobile Tet.commun........ L1 NOTES: Sf-IOF' DRAUJtN::;;5 FOR. 5T'/Öi!1JCTURAL STEEL 6+lALL BE BUeHlTìED TO TI-IE úENERAL D~AM C5 REF'RE5ÐJTATlvE FOR REvIEw PRIOR TO FA8RICA lION.. CONCR: S: ALL MATERIALS. LABOR, AND Me:T~De &l-lALL ~ TO ALL APPLiCAeLE A.5iM AND ACI eTANDA~5 AND IlæQUIREMEN'Te. IT 15 THE CONT~TOR'5 REåPONs.161L1rr TO EN5URE Tl-lAT Al.L STANDARDS ARE MET AND BE A6LE TO PRODUCE T¡..¡E veRIFICATION OF THEse ITEMS LPON JôŒQUE5T úEN S (CONT'D): 2.. Tl-lE CClNTRA.CTOR 15 RESPONSIBLE TO OBTAIN AND PAT FOfii<! ALL ELECTRICAL F'EFi!M1T5 AND IJoßPECT1CN5 ~aulflæD FOR ~ET1ON OF ~ AND AccepTANCE. PROvIDE CEFeT1FIC.ATES TO Tl-iE CON5TRUCTI0l'-l MAt-lA6ER YER!FTJNc:j, Tl-lAT Ti-IE IJ,.lORK CONFORMS TO THE REClU1REHe.,¡T5 OF AU. CODES AND AUTI4ORITlE5 >1AVIN(i, JURISDICTJON.. 275 Oak Street Buffo 10, NY 1-4203 5TRUCiURAL STEEL DE5IúN, FABRICATICt-i .MID ERECTION (INCLUDINC:I FIELD u.ELOINC:i. "¡IGH STREf'GTH FIELD BOL TII'>f::::¡, EXFAN51CN eOL 15, AND T~AOED ExPANSION ANCI-lOfle$) &l-lALL Be BASED ON T¡.æ AI.5C. "6fDECIFlCATION FOR TI-lE DE5!G:N, FA~~CATION, A.NC EFtECTION OF 511iaJCTURAL STEEL FOR BUILDINGse" LATEST EDITla..L ðUPERV1&l0l\l 5i-1.ALL. BE fN ACCORDANCE lUlTI4 &ECTtOf'>, nøl Œ Tf.lE UBC I~', aT A QUALlF¡!:.D TESTiNG: Aú:ENCT DESiGNATED eT T¡... E GENER.A.l DYNAMICS REPRESENTATivE. TI-IE GENE~L D"r'NAMICS REPRE5ENTATlvE $-lALL eE FUR-II~ED I.UlTl4 A COF"r OF ALL IN&FECTICIN REPORTS AND TEST RESUL T&. &t-IALL CONFORM TO r~e FOLLOUJI"'6 REQUIREMENTS 2. T¡.. E CC"NTRACTOR &¡.. ALL ßC~EDULE ALL INSPECTIONS AND T¡.. E TEôTINc:::I LAeORATORT A.ND INFOJa-1 T .1E OIJ.NER'5 ¡:;œ'F"RE&ENTATlvE WlT¡.. IN 2A-I4OU~ OF TI-lE INSPeCTION OR TEST. T¡..¡E TEST WILL INCLUPE !lLLNF', Al~ ENTRAlf".lMENT, TEf"1PERATURE, AND TEST CYLINDE¡;;¡:S. A TOTAL OF FIVE crllt-.lDERS Sl-lALL BE TAKEN DUR1!'>6 EAe'" ~ OR FOR EACI4 5Ø TARDS IF TI4E POUR 15 OVER s.ø TAJIe05. T¡..¡E FIR5T CTUNDER UJlLL eE ~ AT :3 112 DAYS, A SECOND AT 1 CAYS. TI-E Tl-liRC ..AND FOURTI-l AT 28 DAYS. TI-IE L.A5T CTLIN:OER WILL ee KEPT SEFARATEL Y FOR p:lJTURE USE IF NECES5A~. ,. I3ENERAL DYNAMICS Worl(jy.l oe relecom:Tlunic:OOns S'rTems 77 "A" Street Needham, MA02494 Snre:ucTURAL 5TEEL Ï'íFE OF MEMBER ASTM A3E:o, ~ 3& 1<51 A5TM AS12, Fs 5Ø KSI ASTM A53, l\' 350 KßI ASTM A!;;OØl2>, F:¡ 46 K.5J A5TM A3l%>' A5TM A325-X TO BE 1-l0T DIPPED e:.AL VANlZED AFTER: FAeRlCA TION PER A PLATES. 5l-lAfDES. AN::iLE5, .ANO RODS B. SPECIAL S¡.. APES AND PlA res c. PtPE COLIJf'1N& o STRUCTURAL TUelNG E. ANCI-fOR eDL T5 F. CONNECTION eoL TS ALL MATERIAL 3. ALL CONCRETE FOR TI-fE PROJECT ~ALL l-lAvE A 28-0AT 5TRENc::;Tl-l 0= -'1l>ØØ p-l (TOWER: FOI.1NDATIC'N . 'f¡,jZ)ØØ pa!) AND A 5LUI"'tP OF S" MAXIMUM WITH THE MIxTURE ~PORTI0N5 MES:TI~ T;.tE ASTH ANO ACI REGlUlREMENTS. ALl. ADMIXTURES AND MATERIALS ueED FOlIiê: TI-lE CC'NCJieETE MIXTURE Sl-4ALL ALSO CONFOR"l TO TI-lE PROPER A.8TM REQU IEMENTS. 3. 21. NO oEvtATIONê FRClM oESICsN ôt-4OU.N ON TI-lESe DRAWIt-GS 16 ALLOUJED, UJITI-lOUi ~OR: uJRlTTEN A~AL ~OM T¡.. E G:ENEIlUL D"rNAMIC& REPRESENTATIvE. FAILURE TO oeSERvC THIS IõðJLE MAY RE&uLT IN Tl-olE CONTRACTOR CORRECTING TI-IE INSTALLATION AT Tl-lEIII<!: ExPENSE. :Ia. ..... ~ ._... AHD -.ol. ot!~ C1I' ... IIlOOO I"Cll.E .. ... _LITT C1I' THI! c:clNTIUCT~ .....11 DfUUONG6 __ ToE _TI.N! AHD .T...... C1I' A c:&w.FIEO ~ ÐOO«!EIIl ~ ~ot! ~...". THI! ~ CAel.!6 TO THI! ELeVATION C1I' .ALL H1TI.AI. AN) _ ANTÐHA6. ~ CAel.E. .... TO Ill! ~O AHD _&_0 AT THI! Cl!NTEM 6lITAl!lLE TO _ P1MU'.AC~_ _c:lUl~ INTRODUCTION TI-fE FOLLOl.!IINCt. e.COPE OF WORK IS ~ITTEN TO ESTA6LISl-f GENEFCAL c.;.ulOELINES tN AN ATTEMPT TO 5TANOAIIêOIZE TI-lE CON&T~T¡""" PROCESS u.nTI-l GUII'ELINES FOR CONTRACT~ AND sue.CONTRACT0R:5. IN sct1E SITUATIONS, IT 15 NOT POeSIe.LE OR PRACTICAL TO CONFORM TO THE ENTIRE STANDARD. T14E~FORE. Tl-f18 STANDAR:!:) SHOULD BE useD WITI4 FLExletLJTY. TI-lE 5PECIFIC SITE DRAWIN::'s5 AND/OR URITTEN DIRECTION FRO"'! GENE~L D"'T'NAMICS - u..l:::>RLDUJlOE TELECOI""'Ø'1l..NICA TIONS e,Y5TEMS (GD-UJT5)!OEVON MoellE COt1Ml.NICATlo-,¡e ARE TO BE U5Eo AS A SPECIFiC GUIDELINE ~ EACI-l PARTICULAR 51TE UJITI4 T!4E 51TE 5PEC1FIC DRAWI~S BEIl'G Tt-lE ~IMAR'r DETAIL:' FOR ALL 51TE l1..ORK.. Œ WOIltK INCLUDE:' r 3Ø. AU 5T&TEM5 S+-lALL ee: CCMPLETEL T A5eEMeLED. TESTED, ADJUeTED, AND DEMO-ISTRATED TO BE OPERATIONAL, PRIOR: TO DEvON'S ACCEF'T ANCE. SITE WORK: BUT &I-lALl úENERAL NOTES: CONTRACTOR TO PICK UP DevCN SUPPLIED MATERIALS AT YARO. Tt-lE PROPOSED FACIL ITY WILL BE UNMA'.NED AND DOES NðT lltEaJllItE POTAe.LE WATER ~ SEWER SERYlCE. l1.lOfii! ( PE~OlõëMED UNDER T!-l15 SCOPE BE LIMITED TO Tr-iE FOLLOWlNC= ITEM5, T~E NOT 2. ,. 3. Âi...L I.LELD~ S~ALL ISE IN eot-.FORM..ANCE W1TI-f A.1.ð.c. AND ..o.ws STANDARDS AND &l-IALL BE PERFORMED BT WABO. CERTIFIED u.ELDE~ U51!\G E10 xx ELECTRODES. ONLY PREQUALlFIED WELDS (Ä5 DEFINEC BY A.W5) EH-lALl BE USrED. lLELDING ~ GRACE &Ø p;eErt-.FORClNCj; BARS (IF RE;aLJIRËD) S .. ALL eE PERfCORMED USINC:I LOUII-lY'OR:CGEN EL.ECTRODES. u.ELDING: OF GRADE 4Ø Fæ: ~1NC:. BARS (IF REQUIREO) SI-IALL BE PERFORMED U5INCs E1Ø xx ELEC~E&. UJELDINú WlTl-lIN 4W OF COLD BEND5 IN ReINFORCIN:i 5TEEL 15 NOT PERMITTED, 5EE ;tftNFORC11'-G NOTE FOR MA TE!Q:IAL REQUIREMENTS OF WELDED BA~. .. .. ALL Tou,eR FOI...NDA liONS ~ALL BE TFæMIE PLACED ANO VIBRATED. TI-IE CClN1'RACTOR 15 R'E5F'ClN5IBlE FOR All.. EMeEOMENT LOCATIONs., eIZE5, AND ~R ANCHORII'«;:; TO 140L.D TI-lE ITEMS IN t='LACE ACCURATELy. T!4E co.'TR.ACTOR WILL 5LfF'PL Y ANO U6E A Fè!ELEASIt-G A£2EN.T ON ALL FORMS. ANY A TT AeH'MENT TO EXISTING CONCRETE AREAet WILL 5E OONE WlTI-I 5t1QOTJ-f DClJ.ELS AT IBM OC. W1TJ-f A MlNtMJM 68 EMBEDMENT IN EACt-! DlRECitON AND AN APPROVED 6ONDI~ .AG-ENT TO BE APPLIED TO Ti-fE EXISTINú SuRFACE. ALL EXf"OSED et::::lNCFæTE W!LL l-lAvE A l..NIFORM FIN!514 ..oND 6E 5LOPEO FOR DRAINAúE OFF Tl-lE &URFACE UNLESS OTI-fEFi!WISE NOTED IN TI-IE PLANS OR 5PECIFICA TIONS. Tl-fE CGlTRACTOR 5+-lALL ~TECT TI-lE CONCRETE FROM ANY A.C\"ERSE UJEATl-lER CCJND!T1C1N5, PR-~ATURE DRYING AND MEC¡.. ANICAL INJURY TO INSURE ~R CLlRI"6. . .. E>. 1. TI-IE Co.ITRACTOR Sl-iALL GRUB THE SITE AREA AND ANY ACCESS ROAD CLEARIN:::. AND REMOVE A MtNlMUM OF 6" TO ACl-llEve A STA6LE sue-BASE TO ACCEPT FILL OR OTI-lER MATE~iAL ~ECIFIED FO~ Tl-/E SITE AND ACCE&5 ROAD. iJ-lE C:JRl.JBBINC:, &l-lALL eE REMOveD FROM TI-IE 51TE A,I\.lO NOT !liŒ:USED IN ANT PART OF T¡.. I5 ~JEC". IT is Tl-lE CCNTRACTOR'S &OLE f01£5PONS1BlLITT TO CALL TI-lE LOCAL LOCATIN6 AUTI4ORITlE5 TO YERI~ Tl-tE lOCATIo.¡ OF ANY UNDERCioROUND UTILlTIE5 OR LINES Tl-lA T EXIST W1TI-llN Tl--Ie ENTI!IêE PROJECT AREA. 11-4E CONTRACTOR IS RE5I""ON51eLE FOR TI-IE PROTECTION AND Fè!ELOCA TJOO (AS NECeSSARY) OF THE UNDERCilROl.J., D UTILITIES OR LINES. THE CONTRACTOR 5l-IALL P"..ACE TI-lESE ITEMS ON TI-IE A&-eUIL T DRAu1I~. ,. T¡.. E PROPOSEO FACILITY IS. l.J'.NANNeD AND 15 NOT FOR I-U'1AN ¡"¡ABITAT. (NO ¡"¡A.'-IDICAP ACCESS 15 fõŒ:OUIRE'DJ. RE2lUl. T FROH F'ROPOßAL. c.o...¡neACTOR WilL PROVIOE ALL LAßOR, MATERIALS. TOOLS. EQUtPMËNT, 5AFETT EQUiFMENT, TRAN5PORT A TION, ANo 5ERY'lCE5 NECE5-5AR"r TO COI'1PLETE ALL THE ~ OJTLINEO IN ALL D~ING.5, S>PECIF1CATIOI'oIS, &coPES OF lL.i:::>RK, BilL OF MATERIALS, AND AN'!"' OT14ER DOCUMENT I&BUED BY GENERAL D'T"N.4.MIC5 AND DEVON Tl-II:: CONTRACTOR Soi-lAlL COt1PL '!"' WITI-l ALL LOCAL AND NA TICNAL CO='E5, lAW5, ORDINANCES, REGUlATI0\'-. 5, SAFETT REúULATl0N5, ALL OSI-lA RECsULATIClNS, ALL FUBLIC AND MJ.lI.lICiPAL A.UTl-lORITIES, AND AN! UTILITY CCMPAN1ES REG:ULATIONS AND OIRECT!veS. OCCUPANCY 15 LIMITED TO PERIODIC MAINTENANCE AND I!\I5!'õ>ECT1ON. AP'FROXIMA TEL Y 2 TIMES PER MæTI-l. NO NO!SE, 5HOK.E, OU5T OR OO~ WILL Tl-llS .. E>. ,. 1314 Pl.lnlA11or Road: Roðnok., VlrClinlð 24Ø12 TOLL FREE, ~8"-345-4Ø.04 Il;A)(, (&"'4) S14-h431 EMAll.mðll.t~e.com COLD-~ED STEEL FRAMltG ME."18ERSl 5t-!ALL BE OF TI-lE 5l-lAPE. SIZE, AND GAGE e.l-4Ot1.N ON TI-fE PLANS. PRQyIOE MINIl""U1 $ECTI()t<.J PRO'PERTJES INDICA TED. ALL COLD-FOFõ!MED STEEL FRAH ~ 5l-lALL CONFO~ TO TI-lE A.Le£>. dSFEClFICAT1CN FOR Tl-lE OE51Gt-J OF COLD..FORMED 5TEEL STRUCTURAL MEHeERS." E>. 8. ALL ~AD~ AND MATEFtIALS S¡..¡ALL ~ TO ALL STATE AND LOCAL CODE& AND IN ACCORDANCE UJlTI-oI TI-IE DEF'A~TMENT OF ¡" 1e:.HlJAY A/'.Ð R.JBLIC TRANSPORTATION STANDARD SPECIFICATIONS. 3. ALL MATERJAL5 SUPPLIED ey T¡'¡E OUNER, Ol.LNEII<!:'S RE~SENTATIVE, AND Tl--IE ca..¡TRACTOR, S¡"¡ALL eE INSTALLED IN ACCORDANCE WlTl-f ALL LOCAL AND NATIONAL CODES, LAlL6. ORDINANCES. R!:6ULATION5. AND PER MANUFACTURER'& RECOHMENDATI0t\I5. 8. !!OL TEO COt-.NeCT10l\/& Sl-lALL USE BEARJNe:. TTPE A.&n-1 AJ-2S> BOL T5 0/4" DIA),l!,ND &l-lALL l-fAvE A MINIMUM OF TWQ SOL T5 UNLESS NOTED ,. ALL CONCRETE WITI4 SURFACES EXF'05EO TO STANDIt'6 WATER OR: FREEZING 5l-IALL BE AIR-ENTRAINED WITl-! AN AI~-ENTRAININc::I .AGENT ~INc:!:I TO A5Tt1 C2&Ø, C4~, C6le. C'3&S AND CIØ!1. TOTAL AIR CC;lN'TENT Sl-lALL BE IN ACCORDANCE WIT~ TABLES lS-A-I OF TI-IE uec 1~91. ,. TI--lE ACCE&5 ROAD, IF REQUIRED, WILL BE CONSTRUCTEO FIRST 13EFORe ANT OTl-lE~ u.tORK. æ TI-lE SITE IS PE~ITTED. 8RII'G TI-iE ~AO TO &u6 BASE COURSE TO ALLOW CONStRUCTION TRAFFIC TO U5E T¡..¡E ROAD FOR T¡..¡e PROJECT Ao\tD COMPLETE TI-lE ROAD AFTER TI-lE CONSTRUCTION OF TI-lE SlTE 15 5Ue5T ANTIALL Y COHt='LETE. .. AN"T" CONTRACTOR 5U6MITTING BIDS. ON ANY OF T~E llJORI< IS REQJ1RED TO VISIT E4CJ.l &ITE F'RIOR TO TI-IE BID SUBMITTAL AND FAMILJARIZE I-fIMeELF / I-lERSe:U= UJlT.... TI4E EXt5TINú- CONDITIONS A.'. D LNDER5TAND T~E &coFE OF \LII::?RK. INTENDED FOIiii! Tl-lE ~JECT. Tl-/IS UJ1LL e.E PERFORMED AT TI-lE CClNTRACT OR'S. EXPENSE. ~. f'"IIeOJECi NQ, ""'~I K..C- DRAllNe'l", PIA. 5/5' NON-STFðJCTU!l<!:AL CONNECT10Nß; FOR STEEL e:.RATINC:r MAY ueE ASTM .AWl 60L T& UNLESS NOTED OTl-lERWISE. 6TEEL ~ 5PEC1FIED TO BE PAINTED 5l-lAL!.. eE PAINTED IN ACCORDANCE UJlTI--l A$Tt1 Ä36. ALL WE:LOS TO 6E: 1/4" FILLeT LJo, LES& NOTED OTl-ŒRUJ!SE. Toue... UJ$IO ALL FIELD DRILLlNcS AND WELDlt-G UlJT1-4 2 COATS (ZINC RICJ- PAINT) OR APPROvED EClUAL. 8. ,. IØ. 1Ø. Tl-le Co.JTRA.CTOR 8l-lALL BE RE6PON516LE FOR TI-oIE USE AND CONTROL OF ANY MEC~AfoJICAL EQUIPMENT TO EN5URE T¡"¡E PROPER PLACEMENT OF Tl-lE CONCRETE TO PREveNT A}.. "( VOIDS OR 6AF'ð. MINll"1JM CEMENT CONTENT PER CUBIC,. ARQ CONCRETE ~ALL ðE MIXED, P'Fi:OPOfIii!:TIOOED, CONveYED ANO F>LACEO IN ACCORDANCE u.n~ U6C ~C!1 SECTIOl'J ~ AND ACI 3Øl. 5TRENG-T¡.. & AT 26 OATS AND MIX CRITERIA 8l-lALL BE AS FOLLOW&. TYPE 0= CONSTRUCTION 28 DAY A. w/c RATIO S~TI-ß (f'ç) ALL SITES AND ACCESS ~AD5 ARE TO BE CQN5TJeUCTE:D TO I-fAvE A POSITIvE D~INA6e FLOW AWAY FROM Tl-lE 61TE o.\ND EQUIPMENT. Af-, Y D 5CREPANCIE6 IN Tl-le DRAWil'G-S OR 5t='ECIFICATI0N5 MUST ee 6~j-n TO TI4E ArTE;NT)ÇN OF e:.ENERAL DlNAHIC5 rMMEDIATEL Y. elTE AREAS WILL !-lAve AN UNOERLATMENT Of= ALL ACCES5 ~AD AND HIRA.FI·;øøX. OR EQUAL, .. E>. IØ. TI-IE. DRAU1~ AND SPECIFICATIONS ARE A 6ENE!l<!:AL D1Fe:ECTlvE FOR Tl-!E SCOPE OF WORK. EXACT DIHEN5!ClNS AND LOCATIONS MAY CI-IANGE IN Ti-4E FIEI.D. TI-lE CONTRACTOR IS TO vERIFT TI-lE DIMENSIONS AND LOCATIONS AND ~PORT AN.,... AND ALL DISCREPANCIES TO C,ENERAL D"l"NAMIC5 PRIOR TO ~JN::S T~E RELATED ~ AN":'" MINOR ERRORS OR OMIð5I0N5 IN TI-lE DRAWlt<Ge AND 5PECIFIC.A TIONS. OOES NOT ExCUSE Tl-lE CONTRACTOR FROM COMPLETING: T¡.. E PROJECT AND lMF'ROVEMENT5 IN ACCOROANCE WITI-l Ti-4E INTENT OF Tl-lESE DOCUMENTS. CJ-lECKEO eY, Fia.l3.H. OF GALvACON SLABS ClN G:RADE TOPP~ 5LA85 5LAe5 ON METAL OECK 5T AIR LANDI"ú& AND TREADS A 5ðIL STERIliZER ~ALL BE APPLIED TO ALL CilRAVEL SURFACES AND BE EPA RE6ISTEF£D LlOUIO CQMP05ITION AND OF PRE-EMERGENCE DESIGN.. Tl-4E PRODUCT LABEL AND INFORMATION WILL 6E GivEN TO GENERAL D"l""'NAM1CS. ,. SUBMITT ALS CLOSE -OUT DOCUMENTS: cc~·mi¿'ACTOR CLOBE-OUT DOCUMENTS INCLUDE, BUT ARE NOT Lr.1ITED TO, RED LINE "AS 6UILT~ DRAUJfNG;$ INDICAT1NS: ANY FIELD CI-lANC:IES. F>I-lOTCX;~Pl-f5 Of' EACI-I INSPECTION ITEM (ANTENNA ANO GENERAL INSPECTlOI'-IS. DI61T AL CAMERA TO BE UTILIZEO BY CONTRACTOR) ANTENNA PACKET6 WITI-I ORJENTAT10N5 ON TOJ.JER (Rx 1-]·3, Tx \.2·3 CERTIFIED COPIES OF ALL 6RC\.ND TEST&~CRETE TE$TS MAN..FACTU~R &UPPL.IED OUNER'5 MANUAL& FOFi1: ALL AF'F'L1CA6LE EQUIF'HENT. ~ In SACKS 6 112 SACK5 .ACKS .ACKS 112 112 e AL:.. STRUCTURA:" CO\'-lCRETE ExCEPT UJAL LS C. CONCRETE WALL5 D. CONCFeTE FOUNDA TlONS CëMEl..¡T S¡"¡ALL BE ASTM CI5>Ø, PORTLAND CEMEN"r T"T'l=E II UNO. T~E 6ENERAL CONTRACTOR $!-1ALL SUPERviSE AN"D BE RESPON&leLE TI-lE METI-lODS AND ~CEDURES OF CONCRETE PLACEMENT. E> E> <. .<5 $:.4!:1 :545- 4£lØØ PßI 4/Z>ØØ P5i 4,ØØØ PSI 5-,Øøø PSI 5U6-6A&E COURSE OF GRANULAR "8" MATERIAL SI4ALl CONSIST OF WELL 6RADED SAND AND GRAveL WITI-l NOT MO¡;e Tl-lAN e% PA&5I~ TI-lROl..6I-1 "20Ø SIE\IE WITI-I NOT LESS T¡"¡AN 35% RET AINEP ON A -4 5IEVE. c:a.tTRACTOR TO SUPFt. Y GRADATION FOR REVIEW PRIOR TO PLACEMENT. BASE COl.JR5E ~ úRA.NULAR ~A~ MATERIAL Sl-lALL CClNSI&T OF 3/4w C~I-tED 5AND AND GRAveL (ROAD I1JLCI4) WITI4 NOT MORE THAN eo'" PA$SINc::. Tl-l~l-l "2øø SIEvE. CCWTRACTOR TO &UP'PL Y G:RADATIClN FOR REvIEW PRIOR TO PLACEMENT. 8. ALL SITëe 51-1ALl 6E KEPT CLEAN ANO FREE OF DESRI5 ON A DAILY BASIl). ALL TRAeI-l ANO MATERIALS NO LO\"-GE~ BEING! U5E~ AT TI-lE SITE MUST BE REMO\lED AND ~ERL T Ol5P05-ED Œ ON A DAILY BASIS ANY EXCESS MATERIALe WILL BE RETURNED TO GENERAL OYNAMICS AND OELlvERED TO Tl-lE WAREI-IOI.l5ING: FACILITY FER THE DIRECTION. OF 6ENERAL D"rNA"1IC5. Tl-lE: CONTRACTOR Sl-lALL NOT ~EED WITt-! AN'!"' ll.X:>RK AT T~E SITE FRIOR TO A NOTice TO F"ROCEED (NTP) I9E!t-.k:i 15SUED AND A PRE-CON&TRLlCTION HEETI~ AT TI-oIE 61TE l-lAVltG TAKEN PLACE. ALL WORK. ANO MATERIALS FU~I5+-lED BT TI-lE CC'NTRACTOR 5+tALL I-IAvE A URITTEN oæ·YEAR UJARRANTY STARTIN::; AT Tl-lE ACCEPTANCE OF TI-lE SITE FROM TI-IE 51TE ou.NER o. I~D ~I!.P./C.OßT. ItEvl&ED PER 4D Il!fVI5eD ~R <:aD ll!f1&eue:D ~ REVElU i!!IUEO I'ClR fItEV1k1 TI-<E ~ATI~CONTAINED lNTI-l15 SET OF DO'"'...l.JMENT~ Ie ~teTA~ BY N.A TURE. AN'l' U!;E Ofie OI5CLOSURE 01'l-lE~ THAllI T\.4AT 11,.-HC14 REL.Ai!S TO T\.IE CLIENT NAMED 190 5TR1CTL y ~lel1'E:l. &;TE GILLUM5 MOUNT AIN (C~Aoø5El) DRY 6RlDúE ROAD CI-IARLOTTE5vILL.E, vA nW3 oc.T nt£ll :uLii;;" .uL 'eftl .iULë;;; ~I . > 2 , ~ ßUILDIN6 lNSf"ECTIQto.j5. COPIES OF BUILDII'<S PERMITS, ELECTRICAL FE~ITS. NePECTIONS. ALON:S UJITl-l Tt-!E ORIe:.INALS. CERTIFICATES OF OCCJJFANCT (C-or-oJ. ~ SY5TEM ann. TEST REðUL T5. COMPLETED UJARR.á.NTT FORM. COPIES OF MUN1CIPAl.ITY REQUIREO SPECIAL. FINAL RELEASE OF LIEN:'. COMPLETED FINAL f'I.Jl',, C¡"¡ LI6T CHECKJ..i5T. COPIES OF ALL TAILGlATE SAFET'!"' HEETINCiS. FOR R:EINFORCI~ STEEL 5l-IALl ~ TO A5TM AblS (INCLUDINCir .5UPPLEMENT 51), GRAOE &ø. r~.6ø,øøø PSI. EXCE!="iIONS: ANY eARe SPECIF1CALL T SO NOTED Q.l TI-IE DRAWIl'GS &HA:"'L BE GRADE 40, ru-4Ø~ PSI. G:FaADE 60 REINFORCINC2 BA1õ:$ INDICATED ON DRAWlNc:;S TÕ BE WELDED ~ALl CONFORM TO A5'Tl1 A1lZl6. REINFORCING COMPLYING; w:n.¡ ASTt1 A61s.r6V MAY BE LteLOEO ONLY IF MATERIAL PROPERTY REPORTS INDICAT~ CClNF-OFi!MANCE W1Tl-l WELDIN(¡¡ PROCEDURES 6PECJFIED IN A.llJb. DIi4 ARE ðUE5MITTED. ~INFORCING: STEEL &¡" ALL 6E DETAILED rrNCLUDI~ l-iOOK.5 AND BENDS) IN ACCORDANCE WITH ACI 31$ AND 318. LAP ALL CONTINJ0U5 REINFORCEMENT AT LEA5T 30 BAR DIAMETERe ~ A MINIMI.D'1 OF 2'~ø~. PROVIDE CORNER eA~ AT ALL WALL AND FOOTING: INTERSECTIONS. LAP ~ER BAR:5 AT LEAST 3tZl BAR DIAMETERS OR A MINIMJM OF 2'_øu. LAP ADJACENT MATS OF WELDED UJlRE FABRIC A MINIMUM OF e" AT SIDES ANO ENDS. TOUJER FOt.NDATlC'N AS PER ENt::;INEER'S- 5TAMPED DRAIJJlNG:S. WELOED WIRE FAeRIC 5J-lALL CONPORM TO A,STM A-I85. BE CLA1N WiRE CClNFOFa"'lINc.. TO ASTN A61:;. 12. 13. 5. IE>. 11. I.. ALL FILL DIRT &!-lALL BE CLEAN AND NATURAL, FREE FROM ANY DELETERlOU5 MATERIALS, ROOT5. ICE, SNOW. AND -,;a;eSI5l-l. A COP"r OF ALL DELiVER! TlCKET6 5+4ALL 6E SUeMlTTED TO Tl-IE OUNER'& !l<!:EPRE5ENTATlvE WITl-llN 14-~!1<!:5 FRCM' TI-IE DELIvERY". ALL TRENCl-lES &I-lALL I-lAvE A 61X·1NC1-I BA5E OF CLEAN SAND F!LL TO ACCEPT THE CONDUIT& AND TI4EN Å"lOTI-IER 12" OF CLEAN 6AND FILL ON TOP OF TI-lE CONOUlTS. TI-lE REMAINDER OF T¡.. E TRENeµ 5+-lALL l-lAVE A CLEAN CC:t1PACT1BLE FILL PLACED IN MAXIMUM LIFTS OF e" AND MECI-l.ANICALL Y COMPACTED TO A 08-/51TY OF '"~ OF STANOARD PROCTOR MAXlMUl"1 DENSiTY. METALLIC WARN(~ TAPE 5l-lALL BE PL.ACED AT 12" BELOJ.I FINl51-lED GRADE ALON::; Tj..¡!: !:NT1RE TRENC1-1. AU.. COMPACTJo-l or SIT!: AREAS 51-o1ALL eE ACCOMFU51--lED B'!"' MECl-lAN1CAL MEANS. LA~ER AREAð ¡;~AlL BE COMPACTED 6Y A ðI-IEEP'S FOOT VIBRATORY ROLLER u.JE1G~1N::;. AT LEAST 5 TON6. SMALLER AREA5 Sl-lALl BE COMPACTED BY A POUJER DRivEN l-lANO I4ELD T AHPER. ALL C~ACTEO AREAS &+lALL BE CClMPACTED TO WITl-fIN ~, OF STANDARD PROCTOR MAXIMl..M DENSITT AND TESTED 6Y AN INDE!"'ENDENT LABORA TORT. Tl-lE OIJ.NER'S IIæ~SENT A TlvE UJILL PROVIDE TI-IE CONT~TOR UJITI-l TI-lË NAME AND I'-4JMBER OF T1-4E LAeORATORY, BUT IT UJILL BE Tl-lE RESPONSI61~lTY Of Tl-lE CONTRACTOR TO 5C~EDULE TESTI~ ANY 5C¡.. EDUUNS FOR A PROCTOR LIJILL BE TI-IE CONTRACTOR'S RE5PON&IBILlrr AND MUST BE D~E IN A TIMELY FASJ..¡IClN TO A55URE Ti-lE PF<OJEC, UJILl. NOT BE PElA YED. 6E PLACED IN ~AXIMUM ,. IØ. TI4E CONTRACTOR &I-lALL i-4AVE A DE5lúNA TED MANAC:aER ON SITE AT ALL TIMES TI-lAT ANY WORK IS eEING PE~ED. A 5UecoNTRACTOR IS NOT DEFINED AS A DESIGNATED HAN.AúER. T1-4E &UCCESeFUL CONTRACTOR 5l-IALL PROviDE A 5CI-IEDULE, LIST OF ALL SUecoNTRACTORS UlITI-l ADDRfeses, CELL p¡... {;lNE NUM6ER5 AND l-lOMe OI4(;t.. E Nl.M8ERS. veRIFICATION OF IN5U~CE, ANY AND ALL fDERTINENi LICENSE&, ANO A1', ACCURATE SCI--lEOULE FOR TI-lE PROJECT PRIOR TO Tl-lE ISSUANCE OF A NTF'. TI-IË CONTRACTOR 15 TO K.EEP A COMPLETE AND u= TO DATE seT CIF DRAWII'65, SPECIFICA Tlo.lS, scoPE OF WORK.. AND 61LL 0= MATERIAL ON 51TE AT ALL TIMES. Tl-llS WILL BE FæFERENCED A5 Tl-lE AS-BUlL r DRAWI~S AÞO.ID t"\J5T BE KEPT CURRENT 01'-l A DAllY 6A5¡S. TI-IIS 15 IN ADOITION TO 13. I.. IE>. 5. REINFORCEMENT 5l-IALL bIZ'. f':J-bØ,ØCØ PSI ePlRAL GRADE A NEW AND CLEAN 5ET 0= CONTRACT DOCUMENTS WilL BE U5ED TO TRANSFER TI4E INF~ATION FROM THE FIELD COPY OF T¡.,E AS-BUiLT DRAWINGS TO A NEW COP"r. TI-lIS NEED5 TO 6E &ue."1ITTED TO GENERAL D'l""'NAMIC& WIT¡" TI-IE CLOSE OUT DOC:.JMENTS. 11 NOTE: ALL MATERIALS ARE TO BE SUPPLIED AND INSTALLED BY CONTRACTOR UNLESS OTI-lERWISE NOTED. NO eARe. PARTIALLY EMBEDDED IN ~A¡¡¡eDENED CONCRETE 5l-lALL BE FIELO BENT UNLESb ðFECIFiCALl"" 50 DETAILED OR AF'PROVED ey T~E úENERAL DlNAMIC5 REPRESENT A TlvE F'ROTECTIc:t.l rCO\IE:R) FOR REiNFORCiJ\G STEEL S ... ALL BE AS 3' FOOTINGS AND OTI-IER UNFORt"!ED SURFACES, EARTH FACE GO\'-.jCRETE FOL....OIJ.IS, 18 TO FINISi-l ~RADE. INCLUDt~ TOP SURFACE COURSE. 6l-4ALL EXTEND 12" eEYc;::lND Tl-lE SITE FENCE AND 6¡.. ALL COvER Tl-lE AREA A5 INDICATED. J5E R!PRAP IN ANY AREAS WIT;..; A SLOPE GRSATE~ Tl4AN V. ENTIRE DITC¡"; FOR f=o FEET 1"'- ALL DIRECTIONS AT ~ULvER¡ OFEN1~S, AN:;! AS INDICATED œ PLAN£;. "RIOR LIFTS 8' ALL FtLL OR eTONE WiLL COHFACTIN6. o. 13. ,. ON AN) CO- LOCATION SITE, TI--le CONTRACTOR AND ALL A551úN5 ARE NOT TO USE Ex15T1NC;: F'OUJER OR T AHPER WITI4 A.N'r EQrJlP'"'!ENT ðEi..ON:::;II-G TO AN) OTI-lER CA~IER FAilURE TO ADl-lERE TO T~15 WlL:.. CAUSE IMMEDIATE Dt5M155AL OF Tó-1E CONTRACTOR FROM TI-oIE PROJECT T>-1E CONTRACTOR 15 RESfQON516LE FOR SCl-lEDUUNC: ALL iNSPECTION5 AND TESTINú FŒ:QUIRED FOR EACI-l ~JECT. A 24-!-lOUR NOTIFICATlo-J TO GENERAL :?"t"'NAMIC5 IS REQUIRED ~ ALL lN5P'ECTION5 AND TE&TI!'G A FIELD COPY OF AU_ INSPECTIONS AoND TëSTIJ'G REPORTS A& WELL A& T~CK riCKETS MUST 8E &ueMIT':'ro TO TI-lE OtJ.NE~ FŒ:FCaESENTATI'/E WITHI'" 24-l-lOUR$ Œ TI-lE INSPECTION OR TEST. 18. 19. ,. Iln·' BA~ SHALL BE ANCó-1ðR BO:.. T5 NON·SI4RINK 6ROUT &~ALL 8E ~15l-lEO 6Y .AN APPROvED MANlJFACiURER AND 5l-lAL:.. BE MIXED AND PLACED IN STRICT ACCORDANCE WIT>-1 T¡..¡e MANJFACTURER'5 PUBLi51-lED REC::?HMENDATIClNS. GROUT STR=ï-.i::ST¡"¡ Sl-lAL.L BE AT LEAS"!' EQUA:" TO il-lE MATERIAL ~ IJJt-lICl-l IS PLACED (J-.øøø PSI MINIMUM) 3/A' (~ BARS Of":: LA!li!C:ERJ ("5 !3ARS O~ 6MALLER) FACE 5U!='F'Ofõi:TE? ON CI-IAIIôè5 OR EQUAL. 70 CONFORt"'. TO ASTM A3Ø;. FOIõ2MED SURFACES EXP05ED TO EART~ OR lLEA Tl-lE¡¡¡: INTERIOR SLABS .Al",lQ WALLS 19. ,ø. , SEED, FERTiliZER, AND STRAW COvER S¡"¡ALL !3E APFLIEO TO ALL OTI-IER OISTURBED AREA5. OITC¡"¡ES. DRAINA6E. AND &WALE& NOT OTl-JEFaLJISE RIF"R.APPED. eEED AND FERTILIZER SHALL BE Ap=>LIED TO 5U~ACE CCNDITIONS, Wl-lIC¡"¡ uJlLL ENCOURAe:.E R.OO"l~ FREF'AFæ &UR!=ACE ~RL Y TO ACCEPT T~E SEED. 5O\J) &EED IN TUX) OPP05tTE DlRECTI0N5 IN TWICE TI-lE QUANTITY RECOHMEl'-lDED BY T~E SEED P'ROOUCER. 16. T~E CONTRACTOR IS RES!'='ClNSIBLE TO ENSURE úROWTI-; OF TI-oIE 5EE~ AND l..ANDSCAPIN6 AREAS BY WA"rE¡;ô;:II'<ok:::, STRAW. MULCI-l NET AND A"'Y OTI-lER ~ER LAND5CAPIN::;. METl-lOD NECESSARl. A"'L A~AS MU5T HAve SUST AINEO GROJJTI-l 6T rl--lE TIME OF COMPLETION OF Ti4E ~JECT. 5 T~E CONTRACTOR: 15 RE&P0N516LE TO VER:IF'T' ALL. I'1A TERIAL& ISSUEO TO n-lEH AND REPORT AN! &l-lORT A6ES AND DlðCREF'ANCIES TO úENeR.4:"" D"r"NA"1IC5 AT rl4E TIME OF ISSUANCE. TI4E c.c:NTRACTOR 5l-lALL STORE TI4E&E MATEII<!:IAL5 =ROFE~ '!"'. ACCOR!::lt~ TO T¡.¡E M~LFACTURER'5 ~c.or--t1ENDA TlClN5 A.\lD IN A MANNE¡;ô;: TI-lA T WILL NOT VOID T~E IJ.LA~TY ON ANY ITEM. iF ANT ITEM IS DAMAGED OR UNU5AeLE DUE TO IM=ROFER HANDLlNr:;j, AND 5TORAGE. TIolE Co..lTRACTOR. WILL REPt..ACE IT AT Tl-lEIR ,ø. -, T~E CONTRACTOR IS 5OLE~ Y RESPONSIBLE FOR Coo..¡T A1NMË.~T OF SE::lIMENi AND CONT~:" OF !:RC)S,ION o¡...¡ SITE. ANY DAMAúE TO ADJACEN':' OR D0.J.N5TREA.M F'ROPERTIE5 WILL BE CORRECTED ":'T T~E CONTRACTOR'5 EXFEN5E 11. CONTRACTOR IS RESPC'\'ooðIB~E TO Fl.RN15¡., ~ER ;:AC1LITIE5 FOR WORKERS o..¡ EACµ PROJECT FOR Tl-fE DURATION OF TI-lA, PROJECT. THE CONTRA::.TOR IS RE5=oNSIBLE TO MAINTAIN THE PRE5E~T CONDiTlON OF AN.,... EXISTI~ BUILOIN::S5, LAN:)~APIN:::.. Il;'ENCINe:" EQUIF"HENT llJALKS, DRIVE5. AN:) An AC..u-1ENTS. IF ANT DAMAGE Sl-lOJLD OCCUR. Tl-lE CONTRACTOR 15 RESÞQN6IEd:: TO REST~ TI--lE DAMA6:E TO A BETTER Oil<!: NEW CONOITION T~" T"E 21 n 5F::CIF'C.A TION5 AL~ ExPANSION AI'oG"'OR5 TO BE >-1IL TI BRAND ADI-lE51vE ANC-l-lOR5 REQt.;I~ TE5T:~ TO CONFIRM ::APAC:-T UNLE55 WAIVED B) ENCslNEER A_L CONCRETE PIERS TO I4AVE BELLED BOTTOMS. 23. Tl--IE CO-TRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT AL... TIMES.. 00 NOT ALLOJ.I WATER TO &TA o.,ID OR POND. ANY DAMA6E TO STRUCiURE5 OR lU:?R!(. ON TI-oIE SITE CAUSED 6Y Il'>lAOE:::lUATE MAINTENANCE OF DRAIN.A£::.E ~VI510N5 WILL BE Tl-lE RS5pe:::..eIBIL1T1 OF Tl-IE CQt.JTRACTOR ANO ANY COM ASSOCIATED W1TI-l REPAIRS FOR 5UC~ DAHAúE WIL:" BE AT T~E ca..¡TRAC.TQR'S ExPENSE. 18. 19 ð¡.oEeT~~ A-2 TI-!E CClNTRACTOR ßI-IALL eE RESPQIo..lSIBLE TO CORRECT ALL OAMA6E TO TI-fE SITE SU65EQUENT TO T¡..¡e IN57.AL~ATiON Of'l Tl-4E POJJER AND TELCO LINE5. "- n~E G=ENE;RAL DYNAMICS REPRESENTATI\IE RESERVES THE RIGI-lT TO RELOC.t.TE AN.,... EaJIF"HËNT WIT;"¡IN lørt. Of TI-lE LOCATION SPECIFIED ON n..IE5E DRAWING:e ~IOR TO INSTALLATION BY THE CONTRACTOR. TI-IE5E cœFI~ IF THE &PECIFIE;) EOUIA1ENT CAN NOT BE INSTALLED Að Sl4OJ.N 0-; DRAWIl-GS, THE ~TRACTOR &l-lALL PROPOSE AN AL TERNA TJ\I'E INST AL~ATION FOR AF'PROvAL aT T~E CsENERAL D"T'NAMICS CONTRACTOR 1& RESPONSIBLE FOR FIELD MEASUREMENTS TO L=N(¡,THS OF CA6L!: TRAYS, AND ELECT~ICA:" LINES 23. ,. ,.. IT UJO 5: CONTRACTOR TO CONTACT ALL UT1LITIE5 FOR LOCATIClN OF LNOe~ROl.NO SERVICE!!.. 5ER\ltCE lOCA TIQt.18 TO BE CONFIfõ!MED F"R.IOR TO CON5TRUCTIOt-t ,. CONTRACTOR &f-IALL VERIFY ALL extSTING; Dlt'1ENðIONe-. ANO CONDITIONS F'RIOR TO COMMENCING AN"!'" ~ ALL DIMENSIONS OF EX\&T1N6 CONeTI'tUCTION ~ ON floE DRAW1NCaS ARE tNTENDED Aß GUloellNES ONL'" A.NO Ml.eT ðE YEflltlf:IED. 3. ALL EXJ5TlNC;¡ ACTIVE &EWER. WATER. GAS. ELECTRIC, AND OTWER UTILITIES u,r,.¡ERE E'NCClUNTERED IN T1-lE 1J.ClRK,. 5l-lALL BE ~TECTEO AT ALL. TIME5, At-lD ~ERE REQUIRED FOR n-fE ~PER EXECUTION OF T~ I.UORK. 5I-lALL BE RELOCA TED ~ DIRECTED 8T ENGINEERe (AT CCNTRACTOR'& EXÆNßE). ExTREME CAUTION ß,¡"'¡OULD BE USED e.,... Tl-lE CONTRACTOR UJ.EN. EXCA.vATrN:::s OR: PIER DRllLINc;:¡: AROlND OR NEAR UTILITIE5. TI-lE ~1"'6 CREW &l-lAl..l ¡... AvE PRJOR SAFETY TRAlNl~ TI-lA T INCLUDES SUi 15 NOT LIMITED TO: A) FALL F"'Rl:JTECTION S) CON=lNEO 5PACE CJ ELECTRICAL &.4Ferr OJ TRENC¡"'¡~ . eXCAVATION. 4. ¡~ NECESSARY", fli!1J8BtSI-l, 5TI.MP5. DEBRIS. eTlCKß, &TONE5 AND OTI-lE~ !læ:FU$E 5l-lALL BE FttMOVED f9iieOM Tl-fE SITE AND DI5F'05EP OF LEGALLy. 5. ALL EXI5T/NrGI INACTIVE s.e:u.ER. WATER, (:,AS, ELECTRIC AND OTl-lER UTILITIES, WiC'" INTERFËRE W1T~ T~E exeCUTlOO OF T~E u.JOfõlK, 5J4All BE REMOVED ANO/OR CAPPED. ~L.k:SCiEP OR OTI-lERWISE DlecoNTNJEO AT I"'"OINT5 l1J-l C~ WilL NOT INTERF'ERE W1T~ TI-le EXECUTION OF T~E ~ 5U6JECT TO Tl4E APF'JiêOVAL OF ENGINEERING, OJ.NER AND/OR lOCAL UTILITIES> (AT CONT'RACTQR'S EXPENSE). ... REMOvE TREE& 8 AND Ie" DURIN6 CONSTRUCTIc.?N. REFER TO SU-2 FOR L.OCA TION. NOTE5: D GENERAL DYNAMICS WorldlNlde Telecommunications. S~erns 77 "A" Street Needham, MA02494 ATTACHMENT Devon Mobile T.~unac.tlofta, LP 275 Oek Street Buffale. NY 14203 ------ - ~15"6"ë ''''-'ò;,,-__ - -- - / / tq " / ..;j~/~ :>'0/ .7 I~ Roan0i::.4. Vlrglrllll 24012 T01.L FREE: 1-8"-345-4045> FAX: (ê.ltl4J S14·6431 EMAIL.: lI'Iall.tr~.cølfI ANY, ARE NOT 514OU.N l. OT~ER EASEMENT!; AND RIG.H'T-OF-WAT&, IF I4E~ON. 2. I-lORIZOf'..lTAL DATUM 15 NAD In. 3. vëRTICAL DATUM 15 NAVD U. TWO 4. PERIMETER BOUNDARY OF MISNER SURvEYED. 1.4 7~'''''~ W 85ltl' '" ""G' '" ~"/JJ li~.sf' _, a a ~,~ ~ ~ ~ ~ N ¡::/~ ___ f91-~·19·45n '" (/)¡ :j~ 32~ <t) 3'35 .j" ACRE5 -1M "13-3IC """"""' FE""" ,...,.T / .ii>,.. _ """,-5"':-~~~~2~4'_---, _ _ ~ IDr - --~--__ '.,TE, ,,~ 5 "'.S'/ø"E"- _ _ __ -} -e_ ~I 51>.50. ~ - " ^' 'S-"a',,,,. ~ - <P ~ _ _ ____III .", -. ",.. ~". ~ - - "e~ \. N~ ~í.I'" -.~- ~e.,0s. '" '. ......-e. /{} / / , ø" DEVON ~ IØØ·""'·:~'-OOEFER TC r "LEASE . NOTE .. ENT . r _,.... ~ le.S,!.". ê ~"5ITE IJ.lORK ,,- ,. , 1--- 'e>ø_, .. W.~.:::,,=. _____ ~,\ ,C,> . ~ ~= -<-Cc· >.c' '\, " REFERTCA~~~CU.T ---- ---,- 1 " i I '(COM'""""" 'I ....... '../ #.. 0·" I' ,I I l' ></' . / / . ..' ./ ., I, I ", " . / ---~--- // ..' ,/' , ~ ¡ I" ,',' . ----~--~.. . / , " .' ~-Cc::_____=_,::::::....<_~ / / / ~ ~, Ii. /1.____ - __'1. '1/'___ _~",___, /' / . , . . ~~---~. ---~~~---- ·1 " . ,/ ~ - /.... ----~~- -"., J' ~ -~~,/, -- , -><--::2!-~~~~--~, " " '" J ./ . ~....._.' ..... /'--~~>-,., '7 . ' -..,., "'-- ....-" "'~' ,. /- ,..CJ --.-~~- , 1 ' '-- / , ,// ,,,,- ...._~" /~- .--- "'~, R.ðJ"\ SUBMITT ALS 1~!l.ED I"OIiê e.p~T_ Ili:EVl5!!!O PeR G.O. "£VleED ~ G.O RE1!lðUEO ~ 9IœYIEW I"'-lED ~ RE....W THE 1l'E0000A TICIN CONT A~eD ~ THIS 5!:T O!" DQClMENi5> IS ~¡ETÄRT 8"" NATURE. ANY l.'&E OR DISCLOðURE Oil-lER T~~ TI-I.4T UJl...IIC~ RELATES> TO THE CL..IENT ¡... !'""Iii::Ol4r6rTED. 0=. OCT nlØl ~ ~ ~ T"\Al'Il)ÐJ(l1 NO, 4 . :. , ., (2) FOOT CONTQUIlê INTERVAL.. PROPERTY 1-lA$ NOT BEEN ~. l.J'..lOER6ROlND UTILlT1E&. IF ANY. ARE. NOT ~OJ.N. ACTUAL LOCATIONS ARE THE Rt5F'0N5IBIL.IT"f OF T~E ca..lTRACTQR. 6. 5UeJECT PROPEFi2:T"r IS NOT LOCATED UJ1TI-lIN A lØØ YEAR FLOOD ZONE. WIDE UTIL rrr EA5Et1ENT P"O\l.ER POl.E OvERALL PARCEL ; : / .ofJ /¿r,::::: -- I I I /.- d I --::::',:::-....J_, -....-:::--- , / I ____ , ___:::::::_ __ ./ /1 .1 ¡.- _ ~5"""T'". __ __ /11 !;;..=::-"::;¡":::.;-.J.__ \ ¡ _ t___~~....' ___:::.>::::::__ /11 /, 2 ~~'~_! __''>< <1?l ,I I." ~ _,-__ _~,/ ---.._____ II, I ~ .....__ I I , ,;¡~... _oj I,' " - I, I, /, ~ " ;i'>~~~ L:~ H"'GNETIC -~ ----~ OV"RI-lEAD ------ ~UTILITY LINE &8C .T' úlLLUM5 MOJNT AIN ( CI-lAI!:>Ø56) DR.,.. BRlDúE ROAD CI-lARLOTTESVILLE. VA 22':)Ø3 20 PLAN a;.IEET Nl.J""l&1t A-3 SITE -- \ ExTENT OF lØ' .1)" ..... LAND8CAP!: BUFFER .ø 51TE PLAN ""'. ,,,. TELEFI-lONE /FECE5TAL TELEP>4ONE /FEDE.TAL .... , " " , '" ATTACHMENT 0 NOTES: CONTRACTOR TO 8U1""PL"" A c.oMfDLETE ANTE~ eDO"1 A&&Ð1BL Y. Tl-lE ANTENNA eooM Ie TO CONSIST OF vALMONT MICROFLECT (OR A~e:D EG:lJAU 2 Cl-IAIN MOI.Jto..lT KITS AND 2 ANl"Ef".NA !"1Ot..NT11'G PlPE5. ~ Devon ....... T.t.commun~ U' 275 Oak Street Buffalo. NY 14203 P"'ROTRUSIONS F ;!OH TI-lE FACE OF Tl-fE WOOD POLE 5I-lALL E)(TEND NO GREATER TI-IAN ln~ TI-iE DI.4HETER OF TI-iE POLE AT T1-tE !DOINT 0= ATTAC/oI"1ENT ~ IN NO CASE c:iF=ŒATER TI-IAN /2- FRCM TI-IE FACE OF TI-lE W::::)OD F'OlE. TI-le POl..E &f..IALL ee NO WIDEIQ TI-lEN TI-IE MINJMUM NECE$SAIIt"r TO SUPPORT TI-lE ~D EQUIPMENT. ALL PROPOSED EQUIPMENT TI-lAT 1& ATT~ED TO POLE e¡..¡ALL BE PAINTED TO HATCI-t COLOFõl: OF u..ooO POLE. 2. ,. GENERAL DYNAMICS Wol1dwioe Telecommunications Systems 77 "A" Street Needham, MA 02494 ~,,"olc.4 VlrQIrlI" 24012 TOLL FREE, ï:e"~545-o4Ø4~ F=AX, fbØ4) S14-6431 EMAll.IlIð!l.trlc.ðng.cam ,"", oml PfieOJeCT =. "",.,. SUBMITT ALS OCT t1te1 l5ðUEo !"OR eu- .JCON&T .A.l.:JI/el ~Yl6E!OÆRCio.O ..u. 2"elell tle:!Yl5eO I"ER GD. ..llI.. Ofoft)l RElseuEO ~ IltEVlew M..uô! 5Øft:lt 1&euEo FQlIt ~\flEW ~<~ ORAU.N 5Y, ~o::ED 1ST. . , , , " 1"1LE., CAO TI-IE ~ATION CONT,o,/NED IN TI-II& !!rET ~ OOClJ"1ENT5IS ~ ETA~ ey NA TlJfiæ. AI<r'r U5E O!õ!: DI~L05URE OT~R ll-lAN TI-oIA T llJ.41CI-I fõeELA TE5 TO TI-IE CLIENT NAHED IS STR.ICTI.. y ~lelTED ...... &IT£ úILLUMe, MOUNTAIN (CHAØØS6) DRY 6RlDúE ROAD CHARLOTTESVILLE, VA Z2'W3 I 1 1 I , 1 I , . . I 1 I , , f , , I , i~ :~ I~ ,,, i~ ,,, . I , , I , 1 I , , I , , I , 1 I , , I , , I , , I , , I , , 1ØØJ1")Ø' :35'·,,- A.. BeTA eeC:TCllt nr ....'.y' E.·Ø" ¡"'¡\6,..¡ UJClOO FENCE. '-REFER TO S·:3 FOR FENCINú '! ~ , I , , I . , ~I 2' -. I . , I , , I , , ACCE5ß EA5EMENT '\ --------\---.J I r ..... DEvOl'-l ANTENI'-lA MOUNT, REFER TO NOTE 1 ""',E>" WOOD POLE ~ REFER TO ~·1 FOR ~,n"E:t-.NA DETAILS At..ID \., CONFI6URATIQN& . I I , , I , 1 I , I , , I , 1 I 1 , I , 1 I , 1 I \ ,1 ~I~-Ø" DoueLE 6A rES ~~~1DE 6RAVEL _00 RQAD \ _~.ð;r;~. ; ~V / y'" '. '.. x ««~:;x' ," " ,j~ ~ . X, u;:< ,c/.' / :/, ,'" ~ ;X"& ,/' <..x -ý/' ')( ~ .z 'y A X S~ ·V:1"/V>~~ Y/x,>(/V ,>y; ()'..... 2 <:; x _ """''''1>:;x"y?' ;t)'M L______ _____________ ____~ 10Ø'·""x IØØ'·Ø" LEASE A~A / --L 21 COMPOUND LAYOUT 6I-4eeT~~ A-4 ;t2~' COMPOUND LAYOUT ATTACHMENT 0 - Devon 1IobII. Teieconvnultkationa, L~ 275 Oak Street Buffalo. NY 14203 GENERAL DYNAMICS WorldWide Telecommunicctíons ~ms 77 "A" Street Needham. MA 02494 1314 P¡"nt..!Hlon ~ðd Roðnok4l. vlrEJln1ð '24012 TOLL FREE: H~ll ~~4S> .4ø4S> FAX: (b"4) :'14-6<131 EMAIL: mðllevkðnS.cam F'ROÆCT NO, Ø~1.) DRAlLN BY, -= Cl-ECK.EO CY, ooert - ~ SUBMITT ALe. . OCT ntll'l I!ðUED FOR aJ-./C0N8 T. > .IJl..3l/ell 1IItE.....,&eD I""£I'iI: C&D. I .lit. 2ÐI1ZI1 1Il!!.V1~D I"""Elt CiD. , ...... ..... IlæI&&UeD l'-OR ¡£VIEW Ð HAIIIi'!lÐ/Ðl la&uED FOfl! IIŒVlEUI - T/.lE It-.FOR'1ATION Cc:::lN1'AINED fN T~IS eET OF DOCU"1ENT~ lð F'ROF'RIET A~ e..,.. NA~. AN"r USE OR OI&CLOSURE OTHER TI-lAN TI-lA T UA-lICl-l !læLA TES TO THE C\..IENT NAMEP IS 6TRICTL"" SITE c:.ILLUM5 MOUNTAIN (CI-lAØØ5B) DR, BRIDc:.E ROAD CI-lARLOTTE5vILLE. VA n~3 ...... A" NOTE5: CClNTRACTOR TO 5UP'F'L Y A COMPt..ETE ANTENNA 800M A.&SEMeL Y. Tl-lE ANTENNA ðOClM Ie. TO CONSl5T OF vALMCNT HICRŒLEC.T (OR APf"RO\lED EOUAl) :2 CI4AIN ~T KITS AND ~ ANTE!'.'NA MOUNTING PIPES.. ,. ALl.. ~ED EQUIPMENT Tl-tAT 15 ATTACHeD TO POLE &l-lALL ee PAINTED TO MATCI-1 COLOR Œ lLOOD POLE. UTILITY I-l-FRAHE. REFER TO &_1 FOR 5TRUCTURAL DEl AilS. RE¡::ER TO E-I FOr;æ: ELECTRICAL DETAIL5 IAMSL _~P5 ANT~A. FæFER TO $-1 FOR MOUNTING. Del AILS TRAN5Mt551C'N LINE B'i1:IDGE. ~REFER 10 5·1 FOR DETAIL8 DEVON EQUIPT"'TENT. 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"<" "'~" I '''fk.iff"liii'¡ IJ" V /<" ""'¡", 'l" <"'~"~', ,,¡~< '''W '"' IJ '''''-'l$' C-'/S, ?~" "^ ",..;;5 ~!..vl é"c ~:jj5"( Øfj; ~ -Çc! ~R~So~ - , '.W ~ U , 0nr,?'~r " 8.'+7'\0 ~ '^- ~ , - IÄ c{jW ç£ v \ .,' ~ I",', ~""'5".J"J~ C::Þlf cJ.i} "Ii ~ REFER ;0 ),~í:Þ ..35i1f1Y ill //"'Ø'~~~~ETA'L& "r '~:;;. "^-.. ';¡"..i/ &.3 FOR ",:Þ- r\ DE\fCIN ANTëJo..NA REFER TO NOTE I TREE CANOPY ~ ..., _ --J I UJEST ELEVATION A -5 22 ON WE5T ELEvAT '~ LAN05CAPg e...¡.¡:FER. TO A-b FOR OET AIL5 GRAVEL ACCES$ ROAD REFER TO A-e FO~ DETAIL5 ATTACHMENT 0 Devon Molt... T«ÞhoonnnUIIIcaüofta. LP 275 Oak Street Buffalo, NY 14203 NOTES: TOPSOIL NOTES I. OvER eXCAvATE &ue6RAOE AS REQLIIRED TO PROvIDe FOR &- COI"1PACTED DEPTt-I IMPORTED TO~IL ANO Z· COMPACTED DEPTp.. MULCI-l. SCARIFY OR ROTOTILL ~E TO A MIN. "'" OEPT¡... . ~ve DEBRIS .. STC)t<., E LAIliiGER TIolAN 3/<4" IN A,NY OIMENðIc:t..l REMAINII'>oG """ TI-IE ~~ACE AFTEIit TILL~. 1. PLACE IMPORTED SA.NDY lOAN TOPSOIL IN TU.IO LIFiS, (\) ~A.CE MIN 4" DEPTf..l TOPSOIL AND ROTOTILL TO A DEF'T¡... OF ð IN01ES TO lNCORFORA re NEW TOF>50IL WIT¡... SUe&OIL. (2) FOLLOJJING TILLIf'..G. PLACE MIN.. ¡~INCI-I DEF'Tl-l TOPSOIL A,t.,ID COMPACT. GENERAL DYNAMICS Worldwide TefecommunlcafionsSyst'erns PLANT !IT .Ål'olDAR06 l AMERICAN NATIONAL STA1-lDARCS INSTITUTE (ANðU, ANSI-Z 6Ø.l-l~ AMERICAN STANOAR05 FOR NU~E~ STOCK'. 2. AHEfÕtlCAN JOINT COMMITTEE OF I-1ORTICULTURE NOMENCLATURE; ~TANDARD PLANT NAME&, CURRENT EDlTJON 77 "A" Street Needham, MA 02494 DEL,vE~. STORAGE, AND l-lANOLlNCs F'ROTECT fDL..Ål'olT,SI ffiOM I-4ARr1 AND OA.""AcSE AT ALL TIMES.. IDROTECT 'TREES OU iiii!:~ TRANSPORT BY rrlNG IN BRANCI-lES AND COvE~ ALL EXf'l"OSeD eR.AN~E&. JOe COND1TI0N& PLANT OUIõi!:IN6 PElõêlOD5 NORMAL FOR OFTlHtN 6~~, AS DETERl'1INED BY SEASON, WEATI-IER CONDITIONS. ANO ACCEPTED PRACTICE. PLAlNT1NC:. OPERATICN5 MAy ee CONDUCTED UNOe:~ UN5€A&.?N..ABLE CONPIT!QN& ey ACCEP'Ttt>G FULL ~5P0N516IlITY FOR ANY &ue5EauENT, RESUl TING LOSSES. Roð~, vIrginia 24ØI: TOLL FREE, I-B"-345-4Ø45 FAX, (6"-4) S'4·Ó-431 EMAIL: mðfl-tA.eng.catn 1ZI1'31-3 SUBMITT ALS OCT n/Cll !!ðueo~ l5P.IC:.ClN!IT. .ut. lllØl llæV1&eo I"'£R <ãÞ, .Ul.. ¡O/IlÞI fltEYI!EO ~Iii! CitD. .ut. Ð6/tÞl Iftf I&&EO FOIQ R!:VII!W MA~ )Ø/Cl1 165lIED !"OR ItEVlEW ~",""'N' EleCTRiCAl PLANS 50 Tl-lAT OI66lN5 WA-..NTY l WARRANT ALL PLANT MATERIAL FOR I-lEAL TI-f"(. Tl-lRlvJNG CONDITIONS FOR: a-.lE YEAR FOLlo.1Jl1'6 PLANT rNeTALLATlo.l. 2. CURING: 6UARANTEE PERIOD, IMMEDIATELY REMOVE AND REPLACE All DEAD, DISEASEO. PYIN6, e~N 0Iõò! DISAPPEARED PlANT MA TERIAL& (DUE TO ANY CAUSE, EXCE-r As. NOTED BELOW). USE &PfeIFIED FÞl.ANT6 AND PE~ AT NO ADDITIONAL COST TO Tl-4E OJ..t..JER. 3. DURING: ~TEE PEFeIOD. TJ.4E C3UARANTOR IS NOT RESPONSIBLE FOR REpI_ACINú PLANTS DESTROYED OR DAM,A,C;ED 6Y VANDALISM, ACCIDENTS CAUSED BY On",IERS. OR ACTS OF 600. >= """"- lNDER::;¡ROtJI'., [) CONDITIONS BE =AMILIAR W1T~ UTILITY. MEC~ANjCAL, Al'-JD OPERATIONS DO NOT DAl'1A6E LINES PROJeCT NO. Q.lEc:KeO SY, DRAu.N BY, r=aLANT at.JALlrr L PlANTS SHAlL BE FRES+·( UÆlL FOliAGED, IN PRIME CONDITION IU-4EN IN LEAF. AND EX141BITlNú NORMAL !-IABIT OF GROWTH. ALL leADERS AND euos INTACT, FREE OF DI&EAs.E, 1N.AJR"'r', AND ,ðNT SIGN OF INSECTS. FREE OF SEEDS, WEED ROOTS .AND OT¡"¡ER CONT AMlNANT&. 2. PL.4NTS ARE TO BE NUR5ERY 6RCUN. 3. PlANTS TO eE ACCLIMATED TO T¡.. E PROJECT SITE ENvlRCNHENT AL CQN::lITIONS. NO COLD &TORAúE PLANTô. 4. eALl ANO 8UFia...AF"PED (e'6) STOCK 15 REQUIRED TO ~AVE A ROOT 5TR1JCTURE 51JF1=ICIENT TO 1N5URE SJJR'y'lvAL AND l-IEAL TI-lY GROlUTH. & CONTAINER GROI.l.N MATERIALS AI'Œ REQUIRED TO ¡..lAvE SUR=ICIENT ROOT TO I40LD T1-ìE TI-IE EARTi4 INTACT WI-lEN REMOVED FROM Tf-IE CONTAINERS BUT NOT BE FÇOOT BOUND. STEERCO. 6ROCO. OR OT~ER APFROvED COMMERCIALLY AvAILABLE FERTILE MULC¡",¡ INSTALLATION EXCAVATE PLANTlJ'.G I4OL~ PLACE PLANT IN UPRIG¡.. T F'C\ðITION IN CENTE~ OF PIT, FeëMOVE ..o.¡..,¡..,... ~T COYERIl'oG Aõ DETAILED AND SPREAD ROOT5 TO ¡... AVE A NATURAL SPREAD A.ND DISTRIBUTION. BACKFilL WlT¡.. EXCAVATED MATERIAL. TAKE CARE NOT TO IN..AJRE ~T SYSTEM. TI-1O~~L Y PACK ANO f"UDDLE WIL AROLND ROOTS. FERTILIZER L FORMUL.A 4~2~2 ""RAN5FlANTeR" A5 HANUFACnJRED B-r PACIFIC AGRO CO~ AF"PL. T AT RATE As. FER MANUFACTURER'S ~!NTED INSTRUCTIONS. 2. A6RIFQfõ1M TABLETS. 21-6RÄM SIZE, AS MANUFACTURED BY AúRIFOfõ!M INTERNATIONAL C¡"¡EHICALS. INC. 2Ø-IØ-~ ANAL Y&IS. AFPL Y AT RATE OF, TREES, '" T AeLET &l-IRUe..&, I TABLET M.JLC~ PLANT 1. 2. ,. 4. .. t.. I , , I , , I , , I , . I , , I I , , I , , I , , ---~ ~<~ ~ Q '" -- -----..---- ~ EXISTING- P06U.IOOD TO eE REMOVEO EXISTING CEDAR BE ~MOVED ~~v"" ~ l, V ç;;" r-· \ l,,; _________,;;;; ( --- _ ~r'/" _ _ ,,_ _ _ _ _ _ _ _ __ ,------------------- , , , , I , , I , , I , , ..1 , . '\: ¡ , I , , I ..~ :8 2, h ~I w, .~! ~, z , , I , .' ~~~D~~~,ML~ I - r' . ß:::¡ ,1\ (i:ì.11 ~,\ <='J ~ ¡Ç:-^?;\ J {) (0........;\) \'.~\ :;.l' I, ~) ~ 2 ~,..,--V., , , ~ \ ~----JV~ . ~~ ;~ (0......../')' l",,\~\ '~~,I.J . Tl-lE ~ATIClN CONTAINeD IN TI-I15 SET OF OOCU1ENT& IS ~IETAR"T' B'I" NATUFtE. ANT U5E OR Df5C:LOSI..RE OTl-lE~ TI-lAN fl..IÄ T UJ.l1~ RELATES TO ~E CLIENT NAMED 15 STRICTI- Y f""!ItOl-!IBlTED. ST A.K.E AND GUT AS &PECIF=IEO IMMEDIATEL T APTEfô! COMF'LETION OF ALL PLANTING. Tl-lORO.Xi~L 'Y" WATER PLANTIN6 AREA Tl-lEN M.JCl-I ALL PlANTI~ AREA TO A M!N!MUM COMPACTED DEPTl-l OF 2 INCI-IE5 AJ\ID AS DETAILED LAND5CAPE BlFFER LANDSCAPE PLAN MAINTENANCE 1. MAINTAIN PLANTINC:s AREA F=OR A FERIOD OF ONE YEAR UNTIl Tl-Œ END OF TI-lE WARRANTY PERIOD. 2. WATER PlANTINC:. AREA5 6"; TH~1-1 5FRII\IKL~_ PROviDE AS NEEDED TO KEEP GROLND MOtST A.f\.IO PLAf'.lTS I-IEAL TI-IY. PREvENT 5QIL EROSION. 3. ~E. CUL TlVATE, FERTILIZE. ~-r AND PE~ORM OTI-olER NECE&8AR'r OPERATIONS. 5TAKINr:::":. I Cn1'rïl'G REG'O ON TREES ;" . TALLER INSTALL vERTICAL 5E:::URE TREe T'R!,.JI<.K TO 5T AKE5 REMA"""" LEGEND, - - SYMBOL eoT ANICAL/COMMON NAME SIZE ·8" I-lT. B.e M!N. 3 STEM5 2' CALIPER QTY. It) 2" CALIPER c:n~. 2" CALIPER em- SITE "'ILLUM5 MOUNTAIN (CHAØØ5B) DRY BRIDe:.E ROAD CHARLOTTE5VILLE, VA 229Ø3 FULL AND DENSE. !,.N¡¡:;;0fI?t1t.. Y BRANCI-lED TO BASE B<E\ " PSEUDOTS\.'úA MENZIE51 D0.x2LAS ¡::IR o ffi LAND5CAPE PLAN ACER CIR:::INATU~ VINE !'1AP1....E F'QI=ULA~ TULIP Pl..ANT WITH ROOT CROU.N AT OR UP "TO :2" ABOVE FINI5¡.. 6RADE. &PRE.AD ROOTS ~OR t-lATURAL SPREAD' OISTRleuTION 2" DEPTM HuLC~ CREA TE WAfER BASIN F:...ANTINú FIT BACKFrU... EXCAVATE PIT 1:2- DEEPER. WIC! T~E DIAMETER OF n-lE ROOT BALL OR ROOT SF'REAt>. ~FeIFY &IOES AND BOrr::;:t1 OF PIT 6Y 51-IQvEL CUTTIJ'..Iú-. ANGLE SiDES, VERTICAL.. S ACCE='r ABLE CO!"1PACTED NATiVE 50lL MOUN::) TO ~FeT TEE 6'6: REMOVE ALL STRINC:5, TWINE . Si'NT¡..(ETIC UJRA.P FOLD NA ruRAL euRLAP , UNDER OFt FtEMOV'E CO'"1FACT ALL BACKFILL BY l-IAND MET~D5 AND WATER TO REMOve ALL VOIDS STAKING' GUYIr-G ~EQ'D ON TREE& S' . TALLER. INSTALL VERTICAL SECURE TREE TQUNK ';0 STAKES WI¡l-t C¡"¡AINLOCK PLANT lUlTl-l RC'OT CROUN AT OR UP TO :?~ ABOvE FINIS¡..( ú~DE. SPREAD ROOTS ~OR NATURAL SPREAD . DtSïRlBUTION 2" DEPT¡..¡ MUi...CI-l i I F1N IS!-lED r üRADE >I.---~ '~CRf.ATE WATER BASIN ~PLANTII'G Pi¡ BACKFILL - EXCAVAiE pn 1:2~ :ìEEF'ER . TWICE TI-lE DIAMETEIle Œ T'-IE ROOT BALL.. OR ROOT SPREAD. 5C.ARfFY SIDES AND eoTTOI'1 OF PIT BY 5!-lOVEL CUTTINGi. ANGLE 81:>E5. VERTICAL SIDES NOT ACCEPT ABi...E COMPACTED NA rivE $OIL MOUND TO SUPPORT TREE e'8: REMOVE ALL &TR1Nú5, TWINE' SiNTI-lETIC WRAP. FOLD NATURAL BURLAP "",~' UNDER OR REMOvE .~ COMPACT ALL BACKFilL ey. ¡"¡AND MET¡..(OD5 AND WATER TO REMOVE ALL VOIDS - 23 ß.I.Ieei ÞO.U"'!SEfIõ! A-6 I=IN OAK RED MAPLE . IF WATER ENCOJ!'..lTERED. RAleE eoTT~ OF PIT ABOvE WATER U::¥EL. AT 5U~ACE, FEAT¡..¡ER l'1Ot.J'.. D INTO 5URROUNDI!'G Ú'~DE TYP. TREE PLANTING-CONIFER NTe ¿ HOJND ~lYP' TREE PLANTING-DECIDUOUS MENT D Devoll Mobh T~GftkatIaN., L.P ATTACH NOTE5: CONmACTOflê TO CONTACT ALL UTlI.ITIES FOR Loc::.ATION OF UNDE~ 6ERVlCE5. &E~ICE L.OCATI06 TO BE c::QJ=IRHED ~IOR TO CON5!RUCTIClI"-L 275 Oak Street Buffalo. NY 14203 RêMOVE I.NSUITA5LE OR OELETE~IOUS I"'A TERlAL AS REQ.lI~O. CCt'IF-ACT t.l<IDERL. YIN::. SOIL TO ~ Of't"\A.X1M.M CRi'DÐ6ITY. REPl..ACE ItEMOVED 5011.. wrtJ.4 e" LIFTS Œ 6RANLU_AR "S.. MATERiAl TO A pe DT~ OF .(" eELau ~ GRADE, CCMfDACT TO M!N. ~~ OF MAxM.M DRY DEN$ITY. ALL CO'1PACTION &IolALL BE IN A.CCORDANCE W1TJ-l A5ìl"'1 0 5S' HET~O D. ~Vlew WIT~ PROJECT MANA4EFi!: AND GEOTE~ ~IOR TO c::ot-.l5"l'1i!1.1CTlo.t p:;l'R:OV1DE 4" LIFT OF 6!tAN.JLA~ "A' MATflii!lAl Ae.ovE ~LA~ "eM MATERIAL &Je~eA&e AND CCf'PAC7 TO HN. ~\ OF MAXIMU'1 DRY DeNSITY PETERM!NED IN ACc~ANCE Il.\'T~ ASTH D ¡S;1 METI100 D. 13E NERAL DYNAMI CS Woridwioe T eIecommul'llCationsSyrterns 77 "A" Street Needham. MA 02494 LEúEND: F'l'<OFœED GRADE ~ EXI5Tlt-G ~E rt'JØ£)Ø' ~~,V1r!3I"lo!l2~l2 TOlL f=REE, 1-&"-)4;'-""45- FAX: (&Ø4)5'4f,~", ~j:': m.!lfl*trk.ens I"'IItOJECrM:). ~1,'1 TI-iE rN=OIôMATIt:). CONTAINED tt.j T ..lj~ !El ~ OOCU'1ENT5' 15 I"ROF'RIE T AR"I' e.... NATUR!!.. A"-T U51! 0IIt DtY-L.OSURë OTI-lEfIil! r\.!AN Tl-lAi UJ..!1C\.l ~I..ATE5 TO TJ..é CLIENT NAr"'ED IS 5TFielCTl.. 'f ~.... ðlTE úlLLUM5 MO.JNTAIN ( C~AØØ56) DRY BRIDGE ROAD CHARLOTTESVILLE. VA 229Ø, TIn.!: ~=. -" - - -. -- -- - - - - - - - - - - - - -- -- - - --I , , I , , I , , I , , I , , I , , \ '-...,~/~"" , I , , ~.,.. I / / ¡ , , I ------~ IØØØØ' E S IØ·~l PROY'lDE PEWITT PRO-So (51 MIL) lLEEO eA~'EIõ:! UNOEIii! UJASI.lED C~ED 5TONE CCt1PO\.JNO I.NLE~ NOiED or"¡E~. ~DE 4" l..AYEI't Of 3/.4' ~ED CR.$-IED STONE llJ1T}..I NCl FtNE5 ~ u.EED e.ARRlER 3. .. 5. ~~ ~~ .. I', \ \ \ I<.C. ~. SUBMITT.ÄL5 OCT lW) HJEO POR eJ"'JCONS'. .JlJLWIl!)I !llE:Y~P""'ElIt'"-O. .AJL :¡Ð/l!!) Iõ£v~D ~Jl! CiD. .JlJL """1 Iilf 15ðlÆO r<oR REVIew 1"'1AfIt 3O/el'1 I!ðUEP ~ RE"'I~ COMPOUND SUIõ2FACING 24 -------1 ,-- I , , I , , I , , I , , . I €i, €i, ~I -, , ~I <P, "<t, ~I ln' " Z NEW 2'" .,," WIDE ACCEe5 EAðEMENT \ _ _ __ __ _...._ _·_Wiio_ _ _...-"'_.......___ _........_ __...-... __ \ __ _ ..__ --..--- , I «/---------T' -- X" , , , I ~ : " I ~, , 4 I _ .h %' , I /YX.X ."~ ,- - / ~~ . '. - - - - _ _ _ -r- - - - '::'Y::. . , ,/ ,- ----&-- ___L """"",", o.ECK.SO I5Y, CAt> Iõ'ILE, (¡ Q Q ~ 3 (p :'I" '" Q in r ú> .. ~ ~ i \ \ \ I i \ \ ~ \ \ J ~ \ \ TO / ~-- /---- - .... " '\ 3Ø' )( ~. COMPOUND. RERER A·" FOR COMPOl.ND LA'" OUT \ CENTERLINE a: DITC ... \ \, \ \, G$) &i-leET~Fil A-7 ¿ ~ " IØØ'·"~.. 1":2:)'·'" , (LEASE AREA , !_u_u____ - S ¡Ø"Sl E SI2.8':1' COMPOUND 5URFACING PLAN -~ Ilrl"~""" . \. ,""". \ "'~ ''-::>-J _/~- / I \ y/ \ \ \ / ATTACHMENT D NOTES: Devcn c.c:NT~TOR TO CONTACT ALL UTILITIES FOR LOCATION ~ LNOERG~ SER\lICE5. &ERVlcE LOCATIONS TO 5e COf\Fl~W F'R.IQR TO c..clNSTRUcTlc:::lN. M.... T~lcatloaa,. LP '1. ~ve l.N.5UITAðLE OR OELETERIOl,J!. MATe~tAL A& p;æQUIRED. COMPACT UNDERL'rING. SOIL TO ~ OF MAXtl"'U""l DR"( OEN&ITT, 275 00< Street !õæPL..6.CE REMOvED 50IL WIT¡...¡ e~ LIFT! OF 6RANJLAR .,,~" Buffolo. NY 14203 MATERIAL TO A DEPT14 OF 4- BELOW PROPO&EO GRAPE. COt""IPACT TO MIN.. '35~ OF MAXIMUM DRY DENSITY, ALL COMP'ACTl~ &HALL Be IN ACCORDANCE W1T~ ASTM 0 55' MET~"D O. Iõ!EvlEW W1T~ Fl'ROJECi MANAc::.ER AND C:SEOTECl-j ~I~ TO C-ClN5TRI.JCTION... ~. PROvlDE",~ LIFT OP c.RANJLAR 'A" MATERIAL ABOVE GRANULAR G ENERAL DYNA~ ICS -eo MATERIA.L 5Ue~eASE AND COMPACT TO M1N. 'e6~ OF MAXfMJM DR"r OENSITT DETE~INED IN ACCORDANCE lLllTl-j ASTH D 1561 WOflO'Nkje Telecornr'll./Ncotictls 5ysleTlJ; METl40D D. .., ÆQvlDE DEWITT PRO-:- (5 MIl) !LeSD eARRIER L..NOEIlt WA$l4EO 77 "A" Street CRl.JSHEO e-TONe C01POUND 1.Jo..lLEð6 NOTED OT¡... ERUJlSE. Needham. MA 02494 50. F'ROV10E 4~ LAYER OF 3/"'· UJA5t.jED C~¡.. ED STONE Will-! NO P=lNES ON WEED BARRJEflt. LEGEND: ~D6:FõtADE ~ EX15T1Nl::"z 6RAOE IØØ"'" 1314 Plotn(..U.lon ~"d 'Ro~, Vlr:3lr1la ;¡-4elt2 TOl..L FReE. l-ellø304&.4lZ>45 FAX, (6Ø4) So'4-604l.3! EMAIL, NII.tri:øg..c::OtI' ~JEcrt-.k::), ~1_3' .,............ """ ~...,.. 08'"'- c;.AD"LE, ~1-'1At SU5HITT AL5 . 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