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HomeMy WebLinkAboutSP200000052 Plan - Approved Special Use Permit 2001-01-15 I ' RECF9 9I ED ATTACHMENTB 8 W Triton PCS E. rig 11 Mtn ' '12 CANDIDATE NAME: f F36 BD, f SW AI PARKINS g COMMUNITY pEVELOPMWT aANTS PROPERTY _. "� 51 TritonP C S ( �90. c C SITE NAME: MECHUMS RIVER o.Lia S. UNMANNED WRELESS SITE #: CVR-351A " COMMUNICATION SITE • SITE ECHO #: 801883 � � 5 /yam /�/�� ��/����/�� HEARER ME ME PROPEOY OF O1ar4EER i a, WOOD MONOPOLE 1 MO YR NY 8 BPfATO.USED OR OYi® J.D. EDWARDS #: 14325 g 10'x12' CONCRETE PAD W/ E(�IDPIrENT rt p �"�° �° "°�`14 ANTENNA RAD CENTER •• 89' 785 VERDANT LAWN LANE i ' ZONING DRAW 'IGS CiaE AR sccs-s CHARLOTTESVILLE, VA 22903 FORE �DG COMMUNICATIONS CROUP,wC. BEALBEMARLE COUNTY DG ON LIMY SEANCES � 1 rtC.THE LAW I AREA 27 AREA NC n502 MISS MINTY Flgl¢OII10 1-800-552-7001 F¢1919)3O7.9)367-2= A/C AR[CAPTIONING NCR MANAGER I 11JSNM BOFAff PSI ADJUSTABLE YIN WNWUN CLEAR COALIONIG1pNS GROUP.INC. E SNFGF NUMBER OF$[anti dh AST ADJUS FlLE FLOOR MSC Ammo/NEWS VIF NAME APPROt APPRORMAIFOY 1006 FIAy t'ROAD MECHUMS RNER 6/12/00 ERRED RR FM8 W ASTII CET AILERON SOY FOR N NORTH APEX.NC 25702 - 161YG NO MA1004S NA NOT APAMAar (919)367-2210 i 6/6/00 MIDI FOR ROAN AWG NNOAV ARE GAGE NIC NOT M CONTRACT FAX(919)367-2220 A"`�UMBER i-1 PROJECT WiDRW11ON,VK0D1y APP. N15 NOT TO SCALE SIEVE➢R CVR-351A MIS • �Z VERDANT LAWNBLOC BUILDING SLEET INDEX 8/21/W 696D TOR 2OYC PK BLOCµ OGo/e ON CENTER B1'IZER AS 001AIES - 0 C-1 GENERAL NOTES!SPECIFICATIONS e BAR BASE NOME RAMO 00 ORLDE MASER 1200 CORPORATE CIRCLE B/S 00500C STANDARD CPC OPENING ROANOKE.VA 2401E 41F Mo4itS (u1 - SIZE C-] ATE SUTtY OPP OPN91E JOHN MCWEN CEG CEWNG (540) 772-95E10 785 VERDANT LoamLANE F1000 ZONE C 09 REWEJO6" . CUI CIFIR PLYW0 PL1\W00 FAX (540) 772-8050 CIYRtOT1E5NLLG VA 22903 CONS CONCRETE PR PRO /� N). WE COAST CONCRETE PROD PROJECT CONY CONDMJOS PROP PROPERTY CLEAR COMMUNIGP?NS GROW.INC sr,OWNGB PANFl IU1 SR 350 CML DRAW WC © 10/17/C0 TINE LEASE AREA PT PRESSURE TREATED 1036 GI ACGC ROAD JOHN/DAIS COMNUNIY PAV0.I: C-3 Sit FAY OBL DOUBLE APEX.NC 25702 PO BOX 590 510006-0215_0 C-4 SITE Dam. m 11/8/03 R09 PER PIRA VA 22945 ESFECINE DAIS(919) 367-2210 OMDm,• MatRM DIAJJETER 0 ROODIA FAR(919)87-2220 0004)970-1973 DECFNBEt IS. 1980 O 5 PUN ® 11/IyOp RVEFD PER PORN , DIMENSION R0 ROUGH OPENING ROUTE 6l) GRADING RAN 0 12/16/N IKp{Y KOSS TAW ON DOWN C.FOFCHNF' 011DE R L DEN. S SOU FROE LING lcROBERTSON.INC C_5 SIE as 01/IS/01 RE`.®PER DARN Cd4fN15 DWG DRAWING SHT SHEET 1734 STEEL ORNE.NE. L W I- C-) Stu SMLA4 ROVCKE.VA 24012 TRITON PCS E EAST EA EACH SO SPEC SPARERTION FAX (540)344-3657 O)344-7939 9111 ARBORETUM RILNMONO,vA 23236vA KWAY ni5FROPWF OF 11E(Ma IT IS FROOILN ELELEV ELEVATION SS STAINLESS STEELSUIT Mom V G 10)AO S R4 SOLE EEO ELECT ELECTRICAL SN STEEL (804 323-9500 9EETp11N MOWN NAIIS MIXES MORK (BIN)323-W58 FAX ME NFOR'IAIl OR La OOO D6 MAGIC NO/OI EGRP LOIIWE2IT SMS'"ISPJ`T SU STRUCTURAL CONSULTANT TEAM VICINITY MAP ,NOW MEift004'T,w'�Mari NIT t Dr EACH WAY SY SHEET VINYL EXIST EXISTING FM IDOERGR MRU 114R0001 SPRINT t LAND SINNED PROJECT MANvem. 2211 HYDRAULIC ROAD I GRRWmI BY: CHS FIN FD0A1 TOC MP OF CONUNIE CHARLOTTESVILLE.VA 22901 PTKUFCf DESCRIPTION FOR ESCEM FLOOR DP TOP MASONRY COGNUCIW YNIVAr. (TTAt804)ENO9971-2211 DEPT. THE PROJECT WCWOES. CNFtI¢D BY: BTU FT FOOT UBC C BURSW O C 1WORX 0(OLA1v0 wawa mats INSTALLATION OF A 1CFNI2'CONCRETE PAD W/PIPMENTCA : GUY GAUGEE (0) yNO COUNLESS NOTED IMIgyL yMM4E.p _ NROKA ELECTRIC Po (vWEI CO- CO) INSTALLATION OF A 91'-0-HIGH WOOD MONOPOLE SRE NNE 1719 HYDRUUC ROAD TAM GRAD Rat OR OTHER APPROVED VA 22901 AND ONE FUTURE ANTENNA RAND.ANTENNAS ADAMS PROPERTY OGLE PER SECTOR) CM9 GYPSUM WA'J BOARD you. 9ERD°L APPRvV4D ONE Ante KAIEN � MECHUMS RIVER GYP BO 4YPANE BOARD VF VFFFY Al FIELD (LBW)9Y!-6MA TOTAL NEI00 OF STRUCTURE NOT TO EICEED 91'-C VT NNW.TILE HAR0110 NARDWOCO LV EONNEIL DERMA INFORWWON A NEW TELEPHONE SFIMCE RUN TO SITE STEMA�4 HOER HORIZONTAL W WEST HR HOUR W/ WITH LATITUDE -3WOJ'2).)6$" A NEW ELECTRICAL SEANCE RUN TO SITE KT HEIGHT VAN MOON •µVAC HEATING,WRONG 6 I/O MMOUT LONOTUOE - )B3A'29A8- NO WATER SUPPLY OR SEWAGE RUN TO SITE AR CON0RMWG RP WATERPROOF ELEVATION -569.0' CVR-351A ID 04510E DLL IN INCH zOW �.;rIIOM 9 AF IIIRFi'IIONC sinAtXV6S5 INFO RODRMADON • LVIOEWNER APPROVAL - DATE P.5 DHEENINILNXLRDOFFICES. N OF US 250 IDDEROUTE 6).TO TURN INELLADON OR LAIR i ANGLE R1 ONTO VERLoam CANE T Loam TAKE VERDANT LAWN IBS VERDANT LAWN LANE LB(5) POIIXO(S) & AND 121040"W®SOK11m K31 LANE TO THE SECOND DRNE ON THE LEFT MK)1 LS AIBENAIE CO NTY 705 VEROWT LAWII LANE OMDNUE ON ORNE TO i CENTER UNE CHARLOTTESVILLE,VA 22903 MAX MAXIMUM R PROPERTY ONEI ACCESS GTE SITE IS APPROKIwLELY 2 TENTHS OF A 10.E MEN (ECHA MAL O AT PAI.CEL NLMOFA ro THE WEST OF CURRENT LOCATIONPITREES METAL MEAL KIT/ MNRIFACTURER $ RIMER I TAX NAP 59.PARCEL 20 -J NFFf1 BWI(6 PATS _ RSWN O DETAIL REFERENCE I MUNICIPAL APPROVAL CATE 09 1559.PG 6W SHEET TITLE a, EN i W 01 Kn."� Q ELLVADON REFEtENCE � FVFRTWNr f NUOP� PROJECT INFORMATION, n ReoM 9„ • FOULONNITIG VICINITY MAP. ® Keno Nos .— SECTION REFEREAEI - F NQE OR T SHEET INDIXON , ABBREVIATIONS AND SYMBOLS • are D1n5/o1 I SHEET' PROJECT SUMMARY PROJECT DESCRPTION . SHEET' INDEX T-1 - INSPECTOR APPROVAL °� - 19 3 i I PLOT SCALE: i • ATTACHMENT B I DIVISION 1 : STANDARD PROVISIONS DIVISION 4: UNIT MASONRY-04220 WARRANTY ' 13,PROv10E STEEL REINFORCING AT HINGES TN HOLLOW METAL M S TO BE 7 CAGE Triton PCS 7.S_ A.w ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE CONTRACT . 10 1/2'.WIDTH REQUIRED. PE O ALL DAMAGE AND REPAIR AREA WM AS CLOSE GENERAL NOTES TO TO OMC�MAL COMMON S THE CONTRACTOR AS POSSBIF TO LEEASEE AREA pROPERTY OR CAUSED BY OBSTRUCTOR SURROUNDING I. ACONCRETEMAOA BLOGNi 14.PRNL I G LLOWWM I-1 OMRI M LTHEW R V%AND CONS ON THE DRAWINGS ousEM AND S DB11N PCS i I.CRMRSWS ARE NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BE DIAGRAMMATICA NER OLORII ND BE THE SIZE INDICATED ON THE NTSDRAWINGS.A RIUGHTC 90. OR COMPLYING WTM SN-ILO YWYUY WTEItWS AHO'CCNSTRUCIOII REQUIREMENTS. 9211 Am. Ai2l 3N6OWF ONB.FOL C YEARION APOAT! FINAL GUARANTEE VEGETATION FREE ROAD µp SITE AREAS NEUTRAL COLOR.µA ITN WITHFMY TO THE REQUIREMENTS OF ASN C 90.TYPE I. E801 32.VA 23216 ONLY.THE MAXI APPURTENANCES. CE.M DRAWINGS LAORtECNL INCLUDEIT PLETE H WORK.S, FOR ONE YEAR FROTAWILL DATE OF i11UL MSPECB GRADE N.UOTry/pOR TYPE WI111 fYPNW SLAG ACO1EGlE 15.PR0\ME HOLLOW YETK NTOO. OF THE TOES AND STYLES ROOM)ON THE DRAWINGS (MS 321-SITU EQUIPMENT GIRD MPURIEIN WITH TABOR NECESSARI'TO COMPLETE THE WORM. B.LMAD BFD AREAS CURL REFLECT GROWTH OF NEW(LASS COVER PRIOR TO FINALCID*INSPECTION.FORAND WYpLNNG WITH SDI ROD.PROIDE 16 era ROCS AT INIFHIOR LOCATORS. I001)JZJ-14`G VERIFY AIL fOUTTTDAO LOCATIONS ACPROIECF HARMER D.LNE YEAR G IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT.RILL BE GUARANTEED FOR 2. MORTAR: g 2.PRIOR TO SUBMITTING A EEL ME CONIPACIOR SHALL MOT ME LOB SITE AND BECOME ONE YEAR FROM DATE OF FINAL INSPECTOR. A.M MORTAR FOR C'ONCREC BLOCKS MAU_COMFORT.TO ASHY C 2T1.TYPE S MO SHALL HAVE A COMPRESSIVE mum..OF 3000 P9 M 28 DAYS NOTE DOOR SHALL BE SPECIE- FOR DOTING FROM ME INSIDE WITHOUT THE USE OF A GAYRYfR WITH AU_ELECT/CAL SIAJIAWC ME PROPOSED P PROJECT.PCCOROT OEYONON. KEY OR ANY OTHER SPECIE-DEVICE gl MECHANICAL A% ELEC/CAL INSINLATIOS MO SHALL MOST BID ACCORDED-Y. PART 2 DEMOLITION M...FiU[- 5I-I.r ANDI WIRE REINFORCING IN BED JOINS: ,1*OP"n 14-a 1COXBUCIOR SHALL VEfii'f ALL FIEND CORN THE DINS DOFONOXS ON THE JOB SITE A.TRUSS ryPE R BODING. OF 510CFYENE SHALL BE DU R-0-WALL OR LOOS FABRICATED WITH A d AND COMMA THAT WORN AS INDICATED ON ME CONSTRUCTOR DOCWEMS(NFA KNOWN 1.OR THE N BE CONTROLLED TO PRINT THE SPREAD OF DUST TO OCCUPIED PORTIONS SINCE PAIR OF SOE AND CONTINUOUS OP GA CJ�ROM SPACED NOT MORE 11NN y A4®C AS CONSTRUCTION PI,wS)CM BE ACO4PIS1m AS SHONE BEFORE PROCEEDING. 2.EXISTING WOO TO REMAIN SHALL BE PROTECTED FROM DANCE WORK DODO BY 0-ON CENTER.WIRE IN FABRICATOR OWL BE OLVY$EO Aunry t.TO ASNN 116. y.• t 4.NOTIFY PRPIECE%MGM OF PAW MAJOR DISCREPANCY RELPONG WE CONTRACT CONTRACTOR SHALL BE REPAIRED TO WATCH EXISTING WORK. CLASS 3.90E RODS Mal BE 9 GAGE 3/16-MOD LENGTH SWL BE 1O-DI WITH VO F.lLVE S O DOCUMENTS.EXISTING CONCMD5.AND OR DESIGN INTENT.ME CONTRACTOR SHALL BE 3.AT THE ENO OF OCR WORN DAY MO OARING INCIDENT WEATHER.CLOSE,YL EXTERIOR MATCHING CORNER AND TEE UNITS. -WFII RESPONSIBLE FOR OBTAIN%WVS OPNFIGTIO!PREP TO PROCEEDING MI THE VO.R( OPENINGS WITH WEATHERPROOF COVER. B.SPASM TYPICAL.IN BED JOINTS.AT TB-VERTICAL INTERVAL CT OPENINGS ABOVE AND OR BOATED WORK IN WES'IpN. 4.REMOVE DEBRIS MID RUBBER FROM THE SITE MO.00 NOT ALLOW DEBRIS AND RUBBISH C.AT MMHG:A903E AND BELOW EACH OPENING RAGE REINFORCiNG IN ONE HADDITIONAL y W FWD pv 5.INSTA L N.T.EOUIPYEM Mro WRRALS PER M.WUFAMRERAS RECOMMENDATIONS UNLESS TO ACCUMULATE IN BUILDING OR ON 9TE. JOINT TO MIND Y-O PAST THE OPENING EMI WAY.SPLICE LENGTHS FOR HORIZOMA 777 SPEOENJLLY OTHEAWSE OO MA OP.WHERE LOCAL rents OR REGULATIONS TAKE S.FOR FLOOR OD WALL FONTNMCNS • JOINT gEINFOR(0I 9r41 BE AT LOST 0-FOR TRUSS MAD 16 FOR SIRMGHT TYPE y L'St SPECEDENCE. A.CONTR CTOTR MUST LOCATE REINFORCING WAS W EXISTING FLOOR SUBS U9NC A RELIABLE 4. INSTALL STEEL UNIEIS ABOVE EACH OPENING.FILL CORES WITH GROUT 3 COURSES BELOW /--,UWIy�J/] NON-DESTRUCTIVE TESTx%MOOD APPROVED BY THE OWNER.CORE GRILL AS NECESSARY LLy1EL BE JAF u 1 J 6.CONTRACTOR 9141 MET JOB SITE TO REVIEW SCOPE OF WORK.CUD EJSTING SITE TO ALLOW CAGE PENETRATOR WITHOUT CUTTING EXISTING REINEORONG BARS. COI011ON5 INC.UDINC,BUT NOT LIMITED TO.MECHANICAL SEANCE.ELECTRICAL SERVICE R.FILL DPBRR:AFTER CARE INSTALLATION WITH VISTA-FOAM'S OAO-PRE SEAL SILACONE ONO OlBWL COORDINATION. REV FOR. ft 7.NJ.TELEPHONE/RADIO catrcu M LAYOUT.SPECIFICATIONS.PERFORMANCE.INSTALLATIONDIVISION 5: STRUCTURAL STEEL-05120 Y AND TIER FINAL LOCUM MS M BE APPROVED BY PROJECT EMNAGER.THE CONTRACTOR OWL.BE RESPONSIBLE FOE ORWAIMIG H6 WORK W M ITH E WORK AND CLEARANCECLEARANCEPART J PRODUCTS .. REQUIRED BY CIDERS RELATED TO SAID EQUIPMENT. I.A .S 506.STOILIZETES HEREIN ARE THE PROPEREY Of ENGINEER ALL COMM MO WOW WODWL MIMED &ALL WOO MATERIALSPERFORMED AND MATERS STEEL MEET ME HOIST IGOE STANDARDS O MOST.1 AS A A RRAL TOLL P DICT 910-EPA 1029MOST.HERB'CIOE-EPA REGISTERED NO MO H W�SID I YIWYUM SWORD.CONFORM WITH ALL APPUCABLE CODES.REGULATIONS MO ORDINANCES RIASAR CO IPORATXIN FROM INWSTRML PRODUCTS 1.pYLTY ASSURANCE: XONNT THE wasp pYRM OF O061L MWC JURSOICION.CONTRACTOR SHALL GIVE AU.NOTICES AND COMPLY WITH ALL LAWS, P.O.FOX 5123 1435 WRNS AVE WIRY WITH PROVISIONS OF THE FO LDWWG CODES.SKOBGWWIS MO STANDARDS. REDA %ORDERS OF.WY PUBLIC%THORITY DEARBORN,ISILLIXSTRINGENT40128 3T3 563-8000 UNION.NI 07083 TEL BOO 526-4924 WHERE MORE STRINGENT REOUBEMEM O.S ARE SHOWN OR SPECTRE BEARING ON PERFORMANCE ERK IO OF THE tCOE O'STANDARD PRACITCE'. B.ROAD MO SITE MATERIALS 9441.CONFORM TO VA DOT ROAD NO B.MSC SPECT1CATCN FOR STRUCTURAL STEEL BUILDINGS -ALLOWABLE STRESS R 9.ELFCTRKN.5Y5T06 SW].BE INSTALLED PER NEC.N0 IN ACCORDANCE WITH ALL SPECEIGTOVC JAN.1994 WHEN REFERENCED TO FILL MATERIAL- TEOI MO PLASTIC DESIGN-.RKUJMR.DIE YUMYDRARB AND SUPPLEMENTS C ,E A R MRNOBLE UTILITY COMPANY SPECIFICATIONS.MID LOCAL ADD STATE NBSOCIgWL ACCEPTABLE SELECT FILL OWL BE WI Kf'WOAMIT WITH VA DOT CAMEWO.A WELDING SODS?(AIRS)0.1-9zYTRURARA WEEDING COVE-STEEL' - WO.S.ORDINANCES AW APPLICABLE RECIMTICNS DEPART/OR OF RIBS TRANSPORTATION STAGY%SPECIFICATION. C.SOIL STERUDER SHALL BE EPA FOSTERED OF LIQUID COMPOSITION MID OF IOCONG AI ACTOR SHALL PROM! SUBCONTRACTORS OR PRE!CONTINUOUS SUPQMS%ACRE DIERONCE DESIGN_ A.A.STRUCTURAL STEEL PGIE%SHAMS AND BARS:ASHY A 36. . WORKMEN AR E ON THE JOB SITE AND OWL SUPERVISE MID DIRECT ALL WOR Cc SO.WORN. Cc DRAFTR FABRIC SHALL BE DRAFT 500X B INL HIGH SNOTH THREADED FASTTE CM ERS A 325. COMMUNICATIONS GROUP.INC. TORTE/ACTOR SHALL BE SOLELY RFRIWrvw F FOR NL CONSTRUCTION YFAHS.MLI suss. TRODES _ TEW SEQUENCES SEQU CES M0 PROCEDURES.CUD COORDINATING ALL P RTONS OF M -C ELECTROOES FOR WE1DW0 EPDXYD.AU-E 2.MOMENT RA STEEL SHALL BE dLVANIZW W ACCORDANCE WTIH ASHY A 153. WORK UNDER THE CONTRACT. A'COMPACTION OWL BE ACCOMRIDIED BY MECTIMACI.MEWS. IfBB SUITE Wcv0 ROAD 1 1.WOER AREAS SHALL BE COMPACTED BY SXEEPS FOOT VIBRATOR OR RUBBER TIRED E CEMENT-M GROUT:IMPAIR E-ESTER.4000 00 P OF MI APPROVED N EQUAL EX.P21 IT. A PORTABLE FIRE E%IMGIIISHER WITH A RATING OF NOT LESS THAN 2-A OR ROLERS WEIGHING AT LEAST FIVE MS F.NON-METALLIC,SHRINKAGE-P6G OR I APPROVED PSI DUAL SIxLXr.AN GROUT. APE(MC21502 2-AT0BC`WIEN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA 2SIAII FR AREAS MILL BE COMPACTED DY POWER-DRIVER.Nµ0 HELD TAMERS. PRONOE ONE O THE FOLLOWING OR.W EWH: PNoc GIG392II1U ORNNG CONSTRUCTION. _ 1.CCO N.S.BY EUCLID CHEMICAL W. 12.ALL CONSTRUCTOR SHALL BE'IN ACCORDANCE WITH UNIFORM BUDDING COVE(UBC) 1996 PART 4'MOUTON I.YASIEPRW 713 BY MASTER BIJRDEPS Psi 1919J R]:PIID EDITION.ALONG WITH 1996 UPC.URIC.M9 THE 1996 NEC. I. INSPECTORS 13.CONTRACTOR OWL PROTECT AIL EXISTING FINISHES THAT ME TO REMAIN CONTRACTOR LOCI-BBIWC INSPECTORS OWL BE NOTIFIED NO LESS WAN 48 HOURS IN ADVANCE law REPAIR.LOT Lama THAT MAY OCCUR DURING CONSTRUCTOR. OF CONCRETE POURS.UNLESS OTHERWISE SPECIFIED BY OWNER OR LOCAL JURISOCWN.14.SFAL ALL PENETRATIONS TROUGH FIRE RATED AREAS WITHU.L LISTED OR FM.APPROVED z PREPARA110A DIVISION /%: SEALANTS AND CAULKING-07900 WIFHALS AC ORR TREES.BRESI M0 DEWS FROM SITE AREAS AND ACCESS ROAD RIGHT OF WAY - AS DIRECTED BY PROJECT WNWRR. 15,DETAILS O$CIIEWTC$ARE TO PROPOSE TO SHOW ENO RESULT OF THE OLSON..uNOR RELEASEBPROR TO M EER EXCAVATION NO CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MOOFCATIOS MAY DEEM TO BE NECESSARY TO SUIT JOB CONDITIONS AND OMFNSWS swum OF 9'A(B)sera BELOW ORICWAL GROUND LEND. ow JOINT SEALERS.JOINT FILLETS AND OTHER RELATED MATERIALS IHAT ARE SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. GORESS OD616WSE INSTRUCTED BY PROTEGE WYG1R TRANSPORT N1 REMOVED TREE. I. COMATIBLE WDTH AOMFR AND WITH API SUBSTRATES UNDUE CONDITIONS OF 2/00 6UD RR FORD16gAY ALL FOCI EQUWYdT LOCATIONS WITH MINES REPRESENTATIVE BRUSH RIND DEBRIS FROM ME PROPERTY TO AN NRNORIZED TANDWL, SERVICE AND APRIGTTNS PROVIDE COLORS TO MATCH ADJACENT SURFACES. FRONDE 6 1 D.PRI R TO PEACb0B OF FSL OR BASE MATMMLS.ROLL ME SOP. 17.WIE M O6 ARE TO FINISH SURFACESUNLESS OTHERW%E NOTED. EWH ER£UNSTABLE SGl comma s ARE OCOU RER D.LINE or ME GRUBBED AREAS BIG(OR OTHER NEUTRAL COLOR WHEN NO COWER ILNDR IS AVAILABLE. 6/6/OL REISSUED FOR ROOT IW.OFAMUP MO SAFETY:KEEP PROTECT AREA CLEAN.HAZARD FREE.MO DISPOSE OF AU_ GM SO®RDR MAT FRO?TO PMDIFM OF BLL OR BASE MATERIAL 2. ONE-CAIPONEM SAIW POLYE BASED,OE PART DASIO MCOMPLYING RRC SFNA . WITH DIRT.DEBRIS RUBBISH MA EMM ERT ROMMEL)AND NOT SPECIFIED AS REMYONG THE 1 PSfMNTpN FS TT-S-W230.CASS A TYPE 0(NON-WJ.FOR JOINS AT PENETRATIONS THROUGH0/21/Dl ®ED VCR 2pM' Ri6ER fI OF THE OWxLY.ere.LEAVE PRDISES DI VACUUM MD BROOM FAN MOOR WALLS.PROVIDE COIMOUND BEARING THE MOOT_CHEMICAL CORPORATION SEAL CONODOG FREE FROM PAINT SPOTS.DUST.OR SWUM%OF ANY FEATURE.THE ATHE SITE MC TURNAROUND AREAS SNAIL BE AT THE SUB-BASE COURSE ELEVATION PRIOR OE APPROVAL P OVDE ONE OF THE FCYAWBC OR AM APPROVED EOM: • CONTRACTOR SHALL BE RFSPON96E FOR W➢?AILNG ALL!Rhin EOUPYENT IN A TO PO D%FOODATCNS GRADE OR FILL THE SITE AND ACCESS ROAD REQUIRED W ORDER A FL'S.SEAL 900 SERIES BY OW.MC ' DEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROTECT BY PROJECT"M AGER. THAT UPON EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. THE RES.TNG GRACE NAL CCRIESPOID WITH SAD SUB-BASE COURSE.ELECTORS ARE CNORDIDK ONE-COMPONENT BY W.R.OWE R CO. 19.THE GENERAL CONTRACTOR S RESPONSIBLE FOR REBUNNG THE CONSTRUCTON PLUS TO TO BE GIGMIED FRO/Ml4KD GRADES OR SLOPES INDICATED. 1 ONE-LOMMENT'ACMUC SEALANT:ACRYLIC TERPOLYMER.SOLVENT RASED ONE-PART REVISIONS IDDSTRUE THE AS-BUILT CONDITION OF THE STE.116S WILL BE DONE AFTER THE SITE B ff MAY.EXCESS SPOILS WILL BE CLEARED FROM JOB STE AND NOT SPREAD BEYOND THE " THERMOPLASTIC SEALANT COMPOUND.SCUDS NOT LESS WAN 95%ACETIC,COMPLYING WITH HAS BEEN AWARDED THE FINAL INSPECTION. LBWS OF LEASE PROPERTY UNLESS AUTHORIZE SY PROJECT ONAGER/AS AORWAEIT S TT-5-00230,CLASS B THE 1 FOR PERIMETER OF METAL AND DOR FRAMES. HA GR TWO(2)COPIES OF REWFED DRAWINGS WILL BE PROVIDED TO PROJECT DRAM MAXI THE ENGINEER.(1 EMI) et LANDOWNER.S THRESHOLDS SOBS. PRO AT EXTERIOR THE FOI OWD ROF MR EQUAL: EXIEDOR wMLS DID FLOOR Q IO/n/W MINE DAY AM C. ROAD 9ALL BE ENSCONCE 10IBASE OBSER DON ELEVATION PRIOR TO UCTOR OF A OAS.PRIME D C. THE Fg1OWWC OF AN APPROVED EOIMI: ECONSTRUCTIONSITE TO PERMIT I .WYFIGTION AND oB5E1NATON DURING CONSTRUCTOR OF A DAP AS-3 BY GP.NC. m N/6/N MSC PER OEM THE OI BCICO AS-3 BY CANES QYYVEERDO/9JC E.THET T SHALL BE A MERE wr POW. ® N/M/CO RN9D PER coax E.ME CONTRACTscAND CAT..BE ASSUMEDIGTTO DIESINCLUDEO GRADINGURFASCOURS.DILL AND UT A. COO-RESINS 1T RESINS GLLONO COMPOUND:AIL.FOR RESINOUS THE FOLLO. C R-1MI PR UMI F B CCm.TO HINS'MO MME OF SURFACE COURSE.N.ROADS OR ROUTES5 1Y15/OL 11EI MOLLS T UTILIZED FOR ACCESS TO THE SITE COMMENCING AT THE POINT OF INiUptLTON WITH THE FEQUAL dek S AVOWED( GRICE f CO..NOBE.FOR ONE OF FDLLDWUC OR AN APPROVED DIVISION 2: SITE WORK-02100 F. IMPROVING AN EXISTING A 5 ROTA GRACE THE COSINE ROAD TO REARS ANY NEAREST PUBLIC THOROUGHFARE AA WAG M BY VOLWR LOGE E 01ns. REVISED RP GMT DND.S ORCINL MATTER AND SMOOTH Mf SURFACE BEFORE PLACING FILL OR STONE C.PLAE FILL OR STONE IN 91 INCH WYIWY MID COMPACT BEFORE PLACING NEXT MET. TC BRACE S CCIDOMTB NO 5 SOLE E M H. E MESH GRADE.IICU DING TOP SURFACE COURSE.SHALL EXTEND A WHEW OF ONE FOOT BEYOND CAE SITE FO CE AND SEMEN COVER ME AREA AS'""GTE'' L ROMP MU BE APPLIED TO THE DOE SLOPES Of AU.FENCED SITE AREAS.WRONG DIVISION 8: METAL DOORS & FRAMES-08110 PROPERTY a TIE DIE GA IT B vANODE EARTHWORK AND DRAINAGE J.TO RAP 9�MILT ALL OTHER TO SEES It SIT.ES i OM9WE SHALES. - THE wMCCN 1 OM MS amIC.YM/m THE NTWWBNOMMONOSI�WI PARE 1 GENERA X.RIPRAP ETOE Old FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. WRWI MEWBDOI i'EDISREA U ME OWNER L SEED FERNIER AND STRAW COVER MEL BE APPLIED TO ALL OTHER DISTURBED AREAS. I.WM(INCLUDED OD MOTES.WMHAGE SEALES.NOT OTHERWISE WRAPPED. 1.F.yITOE DOORS AND FRAMES COURTING WITH STEEL ODOR INSTITUTE TECOYMFNOED A REFER TO THE LAND DEVELOPMENT PLAN MO SITE RAV FOR WORK INCLUDED. N UNDER NO ORMASTANCES WILL DITCHES.5WALF5.NOR CAVEDS BE PLACED SO THEY SPECIFICATIONS FOR STANDARDS STEFN DOOR AND FRAMES(WI 100).AND AS HERON DRAM BY: CHS DIRECT WATER TOWARDS.OR POPO STANDING WATER IYYEDLOELY ADJACENT TO CAROM SPECIFIED. 2.RELATED WORK BA AST.IF DESIGNS OR ELEVATIONS CONBICT WITH MS GUIDANCE AVM SHOULD BE CHECKED B0 BIM A CONSTRUCTION OF OUROON.FORGO% HARD DDEDLUELO 2.SUMO SOP DRAWINGS FOR THE FABRICATION MO ERECTION OF HOIDYI META DOORS B DGTMJATIOA or enure&dORCPC STOW NM DITCH WS WITH SLOPS GREATER THAN TEN PERCENT.MOLD DIVERSIONARY AND FRAMES DCLUOE DETAILS OF EACH FRAME TYPE ELEVATIONS CF DOOR DESIGN TYPES, COCOON OF FDC TIFAm HIS M THE DITCH AT CULVERT ENRANCES THE HEMMER SWLL BE POSECNED COMMONS AT OPERATES.DETAILS OF CONSTRUCTOR. AT NA MOLE NO GREMER TIWA 60 DEGREES OFT WE DITCH UNE ROMP LORE UPSTREAM UNATCN AND ASTAUMON REWIREMF11TS OF FINISH HARCAVARE AND REINFORCEWM. 9TE WIVE 3.DESCR LIONS SIDE OF TM HEADWALL AS WELL AS THE DIRK FOR 50 FEET AMC ME CULVERT END DETAILS OF JOINT COBIECRONS.SHOW ANNTINCF OND AC655ORY HIDE. A ACCESS ROAD.NR02094 AREAS.MO SITES ARE CONSTRUCTED TO PROVIDE A WELL ENTRANCE D OMEOC um WINUdOA EVEN SLEW.FOR MAMMAL MO EWPYQIT D0hflU6 AND 3.WHERE F E-RATED DOOR AS9JIGJ6 ARE ROCCOOR REWIRED.PROVIDE FIRE-RATED TA MIDWAE PERSONNEL ArmADAMS PROPERTY DOOR HA AND H ASSEMBLIES BEEN TE THAT LASTED WITH T BELE BD-STANDARD E WITH FIRE 111DOORS52D 4.DUALITY ASSURANCE 5TOOVS.AND DRIVE OElFIE TESTS IOF1FD AND LN0£D O A ACCORDANCE NATIONALLY ASHY E 152 MECHUMS RIVER A APPLY SCL STERILIZER IN A(SOROMICE WITH WHPACNREtS RECOMMENDATION NSF AS SIAV(WO T E ODEATS OF FIRE OF DOOR ASS OMETLEUEILDEr BY A THOR TTES RECOGNIZED ING - ( DIVISION 3: CONCRETE WORKS-03310 WOMTHOHT TESTME OD INSPEpIDN AGEFALY ACfFRTABE TO MTfORTEs HAYMG G SEEEDS SMALL BE APPLIED MID MYNTMNED AS RECOMMENDED BY 114E SEEDFROMM OF A I BF maw EVOCATOR LANDSCAPING.P PIC.UOD WREN THE CONTRACT.WILL BE RACED AND A.WED.COID SHE➢.SHEETS AND 569STRA ASH.ANAL WADY CARBON STEEL PICKLED MID MMNTMED AS.RECOMMENDED BY NURSERY INDUSTRY amassDS(IF REQUIRED). OLEO,COMPIWNG WITH ASTA A AND ASHY A 568. CVR351A 5.SEaWN3NG L GLORY ASSURANCE5..OLD-M9LED STEEL SLEETO COMu0E0AL OAEIIY CARBON STEEL.COMPLYING WITH &CUNMA SURVEY STARES MO SET ELEVATIONS PRIOR TO PAY WNSTRCTO N COMPLY WITH PROVI9016 OF TEE FOI MAE .RSTM A 166 AND ASN A 561 B.ME COMPLETE ROAD MO SITE AREA WILL BE GRUBBED PRIOR TO FOUNGTCN S AEE. OWN OR SPE AND STANDARDS. sot MOBS CONSTRUCTER OF RAmEM OF BACK GEL OR SUB-BASE MATEOL RAO 301-89-8 SEE SROYIN. T REMREMFMS CO SHOWN SPECb1EIX 8. SUPPORTS JMID MCAHWS FABRICATE OF NOT REAL TWA'I6 GAGE SHEET STEEL, C.CONTRUCT TOPORRF CONSTRUCTION ZCXE ACCESS DRIVE EL% BB SOO CODE FOR SMICTUur.CONCRETE FOR CONCRETE' -. D.THE STE AREA WILL BE BROUGHT 10 SUB-GSEE COURSE ELEVATION ANO THE AYES ROAD B. JIB TUWDMG DICE REOHWRE MO FOR REOFDRCED COCRflE'(REVSEO 1991) 7.ASTM A BOLTS. NO AS MANUFACTURE"STANDARD UNITS COIPLnxG WITH MS ETTO O GA SEELLIDR TO.PRIO RRIRfl TO magic TOC BASE mammas aMYLS MO IETE H'WMYT]IEERARY.(REVIID 1992) ASHY A 153,CIA4 C OR 0 AS APPLICABLE. CNARVERDANT LOD�VIELE VA 21903 C CdOICIE RFOfiXNml STEER YSTUE(CR9).YWYA OF STANDARD PRACOCE'- F.LODE SEED FERTILIZER MO HSEd Oi1URUE0 AREAS NUFWIELY AFTER BMNQNO SITE B SHOP-APPPLED PAINT:RJR STEEL SURFACES USE RUST-OMWRIVE ENAMEL OR PAINT. • MID ACCESS ROAD TO BASE CORK ELEVATION.WATER ID ENSURE GOWN. Z A RDSORONOASIY A 515.OGDE 60 DERMIED. EITHER NFFORWNE W WOW.SIIGBE AS A 845E POL SPECIFIED f11091 PALMS. &RDAOIE GAVEL FROM TEMPORARY CONSTRUCTION ZONE TO MI NDWRS AREA OR AS B WELD%WIRE FAB ICAASd A 185 WELDED SUER WIRE FABRIC. BEDIRECTED BY PROJECT YMAOF. C.SUPPORTS FOR MOTOSFYd(bOLSERS.OARS.SPACERS AND OTHER DEVICES FOR 9.FABRICATEEF WARP META UNITS TO WHEREVER RCA NEAT IT AND ASSEMBLESAwE UNITS FREE R E LAMER WIWEBN or CONSOUCICM B T PROR TO THE FIN%RITE 1 LIST MYtL11UN. DEFECTS.DREW OR BOCCE. EXPOSED PCWS C TO MM INAR S APPLY TIHIEE(3)MdES OF 1/4 ROM STONE TO ML GRAVELED AREAS(REFER TO GRAVO. COMPLYINGC �RRP SP MO ECIFICATIONS. BARS IN PLACE USE MIRE BAR TIRE SUPPORTS MANUFACTURERS PLANT.M WELD CAWS FII MAA OA TU ING D ED MATTE sYJOM. SHEET TILL FLUSH W/TH CRP Ayp INVISIBLE.METALLIC FILLER TO MMGFM YNANATypRC DEFECTS IS NOT PAVEMENT OEM. :{CE]RAIDE L AFTER MPUGATONS OF FINAL SURFACES.APPLY SO4 SEEMLIER TO THE STONE SURFACES. 3.CONCRETEMATERIALS: .. • A PDITAND CEMENT:ASM C 150.TYPE I. TOCOMPLY WIC SO-TOO REOAREYENTS AS FOLLOWS:INTERIOR DOORS SHILL BE SDI-NOD. - GENERAL NOTES& B A.BEFORE STRUCIWNI B LIGHTWEIGHT AGGREGATES;ASIR C 330 GLADE U.HEAVY OH.DOOM I.INDIUM IS GAGE FACES. I. O TRU IS MMABE TO THE CONTRACT.TWo CURES OF THE LANDSCAPE PLAN C.NR-DMR.VBAC AOYORRE:Am C 2W CERTIFIED BY THE IMUFACTU ER TO BE SPECIFICATIONS UMfR BRKRY IETIDUPAO.P A HEC M TWA ALLOWANCE COMES THE L O ME COMPATIBLE WTI DRIER ROOMED A4MUPES 11.FXFOSFD FNNRUu URESS OTHERWISE DEDICATED.PLACE COJNEASMR(FIAT CyORACT.MI REYIID LLSNC OF PROPOSED COSTS UNDER NURSERY LETTERHEADRRLPS OR JAG6OA READS FOR EXPOSED SCREWS N0 CULTS (REFER ro SITE PLC FOR LANDSCAPING RE UIRDM085). w RAPoRRONNG AND DESIGN Of Oa zSJBWT FOR APPROVAL 1/2 CUBIC FOOT OF THE EATS).PROPOSED_SUIEAE COURSE MATERIAL. D .TO To PROMS Damara WICIW GIN THME FO WING PROPFRIIEY IZFIpS1 LED FTP LE MEPARAICU I PREPARE HOLUM METAL UMVI TO RECEIVE MORI5E AND I gar N➢EFD B.AFER CONSTRUCTOR A 3000 P9 EMMY COMPRESSIVE SO NGO CONCEDED ICE W HAILOW.ARE MOILING CURDS.RORORCONG.DRILLING MO TAPRNC. - I.WNRACDRUCT OESOIPDBL OF PFOOIDCT NO WARRANTY STMELENT ON SOIL STOWED. G W/GR 110 PCT. D.ACCORDANCE NTH FHAL COSH 1ARWME SGIELRE MD TEMPLATES PROVIDED sr FINAL DRAWING oC.W/C FOTIO Ow MAOWY Oa%A'FN-�WNINED).0.35 IMMO/(MR-EHPMNFD) SUPPLIER.COMPLY D F AMICABLE REOURDMdIS OF ANSI A 115 FbT E�SS� 20 x-wRUfAenC W. xITY SLAT OF PROOUCT d GRASS AO FURDFN NECrIMEC-1 1 W10DWNG WMPMAIY STAMM . 'SPECIFICATIONS FOR DOOR AND FRAME PRF➢NATCX'. FUR COFSIPIICIION 3 Mm BnFNI I PLOT MO ATTACHMENT B 1 I ', `µ( 1 ; PROPOSED 20• 1 nave k4E • : \\ . 1' ,I I. ''• 1\ 11 p I 'PCB°lna LMLMA ``•� NOTES: UK TABLE OWNERS OF RECORD:JOHN A.ADWS.JR. & DORTHT 8./AwS um rn2alox pmucE cow/ mrA w025 EX TxrArl Om DORM \ ' 2. LEGAL REFERENCE: DEED BOOK 1859 PAGE 6l4. "LT xNOx g.9p CI 9S2S3C 3002 Sim x72 4an Kn9'1sin - C�EDE(♦ qpp ' I 1I • • \ 2EIxAY`'` 3. TAX NAP NuMBEH: 59-20 12 SM1!'S9"E tl.EY Cl GQOI'ST riW�),IS',WW' iLiIT za49e`Irr ,',4N r\3908649.8'S(U.S. FOOT). I r.\ ''3922 Egkp A \ 1. PROPERTY IS ZONED: RA IS SJRe'SY'E 4752.' E } 11 61]68.7T (.US. T) 1 wa.nwr 5. VERTICAL DATUM REFERENCED NAVD-88. b MIVf9•M"E OSI' LAT'� 11}99�°J•D.765 I , �� \` Ae xNe 6. BEARINGS ARE ASEDON 19 STATE CRT°. u seern'AYE lap.11 LOND -,BW29AJS.W I �w.°I°/s9'm, 7. COORDINATES 845m NRGINN STATE GRID. SOUTH ZONE IA Wale WE fl rl)rl' IEl£T-1156915 FEET , 1 ` iV1 2F�ER0.A CLArTON EANp IbG IeICAYF 8. ALL EASEMENTS OF RECORD WHICH WERE FRONDED TO U SISCO'a0'E IS IC 09 ASER As sea > SURNEYOR ARE SHOWN HEREON. NO TIRE REPORT WAS b srs�e'fe'Y Iepa6 IM _ NCUMBR TO OSURVEYOR AHO THERE MAY BE u 5rsn'a'Y ra.rn' •:TAEE IIDGHTS PNDtzOGkaarys I l/.,�f� `` _ a g-� i ENCUMBRANCES On SUMEYED PROP CO. HOT SHOWN HEREON. EIp 5,3.43m1 nano' 'AS'PRON[I�D BY E72 WIQElS55 ; ` , \ AVn rig VACANT / ,'n 9. L°GL POWER NE COMY:VA POWER O.PHONE 888-66)-JODO. LII sIs•SwM uxEi ij-18-Oq ' ' ' 10. LOLL TELEPHONE AT 1•8 Y:SPRINT PHONE BEFORE COMMENCING u2 m52n 2o'Y Ott 40•t$U. 4Ai1 s10YPs°Ui�ROR`, ott4?A-'" JOHN A ADAMS JR. a II CALL LOSS UTILITY AT 1-800-SS2-)OOI 93-TR qu , I 1/ 24 WwLE OAK'" -- N. DOROTHY B. ADAMS `O. ROPETY ,> '' n rkL - - 140.982 ACRES FROM RECORDS '. 12. PROPERTY000la IS LOCATED IN F,E.YA Elmo UMBZONE -c•AS 0P00 r 1 'a '�. WITH MAP WITH A CONNUNRY-PINEL NUMBER DF ST0006 0215 8 DEED BOOK 1859 PAGE 634 WITH AN EFFECRVE DATE OF pECEYBER 18, 1980.24:1 t J T2• 1�u.•, 1 i�<�'. - Z`a z ! / TM ONE: RA \ll` 15 Tern ALL `N' ` . Lt.. Y+� - A ZONED: M TXf BOUNDARY UNE INFORMATION SHOWN ON MI5 SURVEY IS A 35 U1L ,:IB•iTA1 • IRS. [��j{t. W-WXNE O.00n'- Z LAND USE:.RESIDENNLLFa COMPI ATION FROM RECORp$,WD CAN HOT BE USED AS A BOUNDARY IS w,ts LNK TAIL ��'P.09./2 ,�A` TAll �?,• .Avw'.a oawlwYa Ap,AS AVE \ \ SURVEY. ALSO. OWNERSHIP. POSSESSION AND PROPERTY LINE WFORMARON fla ISSR PG aH IS NOT GUARANTEED. INFORWNON SHOWN BASED ON TAX MOPS AND 22,TALL i i` i'l .1 HIRE QAK `\99`:PROPOSEDI /\_ T' wWv{sn-so �::T RAIli /`� 1fA9E In TO.B.-bA- prta ql • iA(ASSESSMENT RECOR05. HST Wr1�RE,pAI(1 I� } `RARCEL \ ENCH YY11fei}s: yaw use attar & (•!✓R .Emma,R �5)0.19 tux zIA x a� unL. POLE 621 TALL ' . ' \ ` pp tux 2%fl. 495 I No-,,+'OAK L fP O � wAMP/59-19 A' It O6 T . 1 1 }a TT4L[; u(IFSI �° - ` �jiup Rl9pw9Mn as i z vAAa'vs 1 I ' '` . Iit, .P.S. . - Ur MAP/Ss-SM \ xTWpRE�Lx,` ,'•, - ---- - - -' L EDAM ia+E 1 .� E2Dm9c." I ,yI9W.Y _ i Mt , \\ EQ1NE �/ NO°iO /� ` r\' \ 18 WpD-LHEREe / 1tp�j1TE • 2� ` `t �.,` .• \ ,,` '�`ts".10xDE°AZ\ ---`_ _______. `Fn1 �-� uueEe CLARE rLelEw� I I` \ ,1 \ ,'•, 76 Tom-` `��_N•WHITE OAK -----00000v TTj1.07 CHERRY- AS IW Pa cW / • ............... ` �� :28"•YMITE CE.1( \ '- 24:WMiC`OM( `-- T91-1-- '�-i(... TTAL.' N /R,9-r1 EASEMENT 76•tu1 `, \\ )6•}Ylll --- { %% `\ u a USD wcws b' ELEC.�I • �s': I-, _..-..- DETAIL SCALE: 1' = 500' 'C-. DETAIL 'SCALE: 1^=_20' -_ , `, W ',\ 1 (1 _ ACCE55lUTLLMY - - 585" SBO-. E71-rl �f 1 81 -'. - fASEM.,T . _. _ {i 1 GRAVEL oz, _.,-.-.. ya L',•'11 j TARS A71FA�`(. '.� - BD Jee i 7i i ! - � \`\ 1� 0002 t. 1 I 111,'- )s OTROROP.= _ s 1 I \: V j 1 as o • . I , I.• ` \., S JOHN A ADAMS, JR. - \ h � ' PROPOSED 20' i11i:\`` `•`•\'., . ' 1: : : ' ' \' •IP z • s ACCESS/unurY I•..,• ♦` , ,`•\ ___ = DOROTHY B. ADAMS :. ,; i.1� `\ 4. o - _ 140.982D5 ACRES FROM RECORDS o UpL rolE P EASENEN! DEED BOOK 1859 PAGE 63e I \ I VP➢ O G%98 TAX ZMAAEPD/599-2o 590 lII LAND u5E RESIDEN AL \ \ 1 •T95` 1 _ f� j11 gyp`` ``,``:`�:`'i.. :` ` ` - -=-: =-- \, ,•:. ,•;:_ �•�`-___ :'�� �'� _- ♦ \\ DOROTHY B. ADAMS :i ��i DEED 900K 21J PAGE 693 �5-;-= \ - -- \ \ TAX MAP /59-19 1 I. UND USE. RESIOEx1AL ZONED: RA I vw�_p 520:= -p01T-v__ .!,_-5K, 'Ne i II 95==ems _ "___=a- - `,` • 20.ePP ' \ :I 1 I 1 3TOS. = am _ -- `cc_":T _ �1 1 E 505?- ^tee`_ti.;.:- c_c 'F-_ ` _ i ��_ �'R `�-ems ]Y `` a `- JD' ELEC. ________. _ _ -`____L_ _�T\�`:- _9 _ :-�� 't- 'SS0 EASEMENT S> I !-_ a - ,_- - 1.2Pi_]`__- Dpp POLE _ __-- .gr11) J7..,,./9z " 1 ,` `` P-�. NOt_MBE -- _ _ 1 HR YCAOENj • \• \ �- S 4 II I I I Ne. 002002 )` \\ o +• a� 05 _ v(5-9-a \•` \\ s T_�P --uiu-_Role 1 ASPHALT U WE '150 sly`'' 4 \. .\ \\ \ - .. _ I I uTlt POSE 1 SIIHVEY RECORDS • _ P P P NO NUMBER BOUNDARY FROM RECORDS AND , FENCE Y. - ,a-� -__�= ' ° (� -I W CHc82� 5°RvEY FOR LEASE ARfA ♦ X FENCE - __-.1.,'AND ICfib\UIIUM;ASELIENT - r- 'I SITE $• CVR 351 "A" -. - - SITE NAME VERDANT LAWN gL\ERv.ICl4E0 AE - ----- -_ - - SITUATED ON THE yTR TR pp•, . RAILRDAO TRACKS CNESAP - E<XE NOD ONTO R.iRWAY REWIRING PROPERTY OF •05/oe/:C :LlunWn 5UEsiaSa a -I RIGHT-OF-WAT JOHN A. ADAMS, JR. & DORTHY B. ADAMS pen,aoopW w ARM weRssK« ; - ------- I BRIDGE OTER DEED BOOK IB59 PACE 634 10/:5/20CV ORRICELEASE AREA.A¢ES COOOOPMRs 1 PMROAD TRACKS AND ACCE55EO FROM 'I/eT/2G0 CROCE CCES A MEE IEGi9 ROUTE 250 I/b/'dYM ADO FREE MOORS ' - SNHUEL MILLER DISTRICT IIm/2mp CWx:E TREE routs me bulEPG- I - , L ALBELNRE COUNTY.YWGINA '2n1/20m. p y�,�ys I S 21 WY 9,_2001 - u $0 jR 1 9.0 2ne/2001 CHARM S/VSS TORE LOCATOR Joe /R0000149.00 01n2/203, LLsf MLA.ACCESS 50 0 5p HOD 150 - .e.�. Mill TEL 540-712-9580 FAX: 540-772-8050 Iu/e:/2mT cw+u ACCESS TO 2 Dm _I IP Ill III-�- P BRey✓/ -- - PIANNETS ARCHITECTS ENGINEERS .SURVEYOfi$ _/ - U - •ra.a Boller&MARRORte,.IAA. 1208 Corporate Circle Roanoke Va. 24Dia 05/09/MI1 TURu otaIe J Scale 1" = 50' / ' - LP- Rod' I / ATTACHMENT B Triton PCS - - TRITON PCS 9211 ARBORETUM P. *AY / REHYOXo,VA 23236 _ (004)J23-9500 `<� (BON 323-4058 FAX _.. <a.!r s-[l�G;:flame: .rrl •:ur AB. /13T. =:. /.d i ad'5:8.. PG 248 :ih9 i'_=. .'dam?h•/ :.:A'_uv. :+::J// rani OA` i. F.SolAlWtl S -\ V Rl6ffiE C Grog frA JOHN A. ADAMS, JR. /' - DOROTHY B. ADAMS '1 !/ 140.982 ACRES FROM RECORDS N COMMADA wFML OWQAD _ DEEP BOCK 1559 PAGE 6:.3 oo'D2'a� E _OhN�. .v :• L: ! -_ / - 1 t MI.:P {153-3C <y MDI T NE 9RIDFN want w OOCEl •J`✓< >_4 , -� CiLED: 3A i .g f:_ r5.,- LAND USE. RESIDENTIAL:. _.. ,RA" :1 _ C [at':. _. v/!�h / 'i F. FALL RAD115 a a alga ez ( ,-PROPOSED TRRON n z �JaI�AR / LEASE AREA(30'a5U) . 1 O 1'lw -PROPOSED 20•;OE COMMUNICATIONS GROUP.INC. ` :.O /1_4_1 � i ACEESS/UDllls'EASEYEHTtO06nAwrPOAO —PROPOSED 12'AOE SODSIIR£tw• CENTER Oi PROPOSED 91J WOOD MONOPOLE �IL ,• ACCESS ROAD , y I 27502 P oR119 T2-Zll0 Fa 19191361m0 Q� 13 I __-_EE]ILDSDK DIRT ACCESS aow TOm,�. ; 12'WIDE PAV D ACCESS ROADO 31 \990' 1'I �,'� (EXTEND 20' PAST FENCE).VI 2-)0�OD/P (: t:: 2Y5_t, _ / —PROPOSED RFONMaG OF 12- iTl _ _t!E2FP - � I / __ .�• / WIDE PAVED ACCESS ROAD AT 4 `` •/ \� i H6 POINT REESE -- ' 1 )` '�%-� 2281's TO EQUIPMENT DATE \ 692•* j0.-- , : _' ; . . -_ ______ D6A2/00 611[0 MR 131E1 ` -'-�_T_O�gnvyp5 �. / I I 8/0/P rmsvm MR awe 2 "'E]06DNG PAVED ACCESS ROAD --\ I B/21/00 MAID)FM tow° _ EXISTING POWER E/SSENT--- \ I \( `e ]/M/O1 vCDS VAIQ MYS$$OTL To It \��It, i !✓fs-ootm: Avo CMG Y4•V,AY `\\ "EM6TNC FENCE ) y 1; N7.14, � - • REVISOIS .• Ir iI /' WO. GATE / wl Al HomoCO VAE TEASE AREA t Q It/411/1•FETID PER Wm .z .. ml •.. � ` =t// © 02/1501 YCOSED PCESS ROOD ER all - nrl © 01/Is/01 REVISED PER MOM commas 03/27/01 MT$P000 OY1fE -I a. Os/10/D1 FEMED ACCESS RUM 1116 DRAM 6 0]RAiCm MO 5 0E SOLE PROPERTY OF THE tmCt IT 5 PRODUCED 9lD.T MR USE 8T M PIES MO OS MFEWES iSP#LCIOI OR L of06 MOMMO/OR ROUTE 250 " 6-0�. o/- mE PTRIAD 1 COaTEO WIT 6 F08001 BIM THE YAl1P PDaR I OF DIE CORER DRAWN at CHS i c11ECROl TM. RiN s0E E 1 ADAMS PROPERTY \ MECHUMS RIVER MN. SETBACK REQUIREMENTS ATE IE8601 I FRONT: 75• - CVR-351A. SIDES: 25' REAR: 35' N.•N SITE ADDRESS . 785 VERDANT LAWN LANE .. `�`- CHARLOTTESVILLE,VA 22903 SHEET 11M1E SITE PLAN SITE PLAN - —r - • Q-A'P T a2DD' . I sNEET N _ _ _ Do FOOL DRAWING 22 - C-3 FOR a tr) zz. - I RIOT v ATTACHMENT B TritonPCS O. 40"WHITE OAK 93•Tµ / ASL BASE 568.0 I PROPS WIDE ASL TOP 661.0 '��/ Y TRITON PCS i _ lif /�t{y�� AP• (9211 IdDOfl0 y21 IMacaw \ Vi�J� Vs, DOMINO ROCK OUTCROP (RAW)32Y-tlta KM Ti /I \N. EXISTING TREE STUMPS CENTER OF PROP05 13 91 ( f �y4LTa ow A`L ( WOOD MONOPOLE I. 24"WHITE OAN `� C PROPOSED 4 ASI�IO BASE.569.50 12'WIDE ` n'T\ 24"MITE OAK y�3 /SCTiSTIIP�e®30" T2'TALL t go ACC65 ` y 79.TALL V COtlFPu@aY 5 �_. ASL BASE 5680 F nROAD j + `kE2 5E TOP 6400 4.4/ A AYE•/ tP� \y IX611NC TREE & j� °1 \ 0 1 �MREMOVED '' �C�Lt4Yd 'Avi' \ 2S RAMS B.TW �AOH L9 1C WHITE OAK / \7- 15"WHITE OAK sitASL TBASE 564.5 •• / \ I ASL TALL ASL 5629 Au TOP 599.5 39. \\' 1 W0244" HEAu REmANOS MO IN ME THE ad 14v�OF M I) = ASL TOP 5a49 ' !!}},, ss \ y m NO WY NOT O PRWfA MTh OR NISI® 50.9• 16 WHITE OAK �.C' �■ I a 1wIHbJf 11£W%llp COIEi Nf O OOYm[ E. iimtlIi\, ii• - S. w jit• t-!A' 0.5E BASE 566.5 C7�ummit��'•W-Y____-�///�/�%��I�/ _ MEIER STAND O O BF TALL I , / I = CLEAR BY Tut 'y-~ai✓r/% ,t / 1 tRnaN Pcs(f0'.tz) ASL TOP 0.4 I 11 - CONCEIE EWIPNENT PAD COMMUNICAlTONS GROUP,INC. ASL TOP 650.4 15"wHRE OAN �' �I�. 1 O I� TRr PIS �. ©0 62'TALL Y ICE BIOOGE C[ `` / �Q foPeg155y Rbn ASL TOPBAS 26.0 TL5 IA Oki �(,� tiri� loi ASL TOP 626.0 -l > •Y`f PP al Z ii/ Fax 19P9126A2}ID now(91913652210 16'WHITTALL OAK • OP It V 12"WHITE OAK 46'W11 / 1■' 1 I Lr Tu- C � P �.7 22'TALL 1} ASL BASE 567.4 §•A:Y 40"wen OAK ASL BASE 561.5 w >�•� l�N AST.TOP 613. 40-ASL SASE AA TOP SB8.5 '� 5-0 I 84'At TOP E65s99 RIBOSE I R N I I PROPOSED TMOUN LEASE DATELEASE' A( �) 6/12/02 ISSUED FOR A VER C -- 6 a O RP9k0 FOR E1 \ \I -- // ant/l0 69FD TOT IOYY' \ L NOE:TREE SURVEY HTTGNIS AND • gs-A I -- ill ` tnanoNs PROVIDED er: .A ' ��� TOM 303 TURNER ROADSUITE G RLN906 IS"WHITE OAK - RIOIYOND VA 219T5 NO. (KM TASL BASE 559.0 10'TALL '1'~ (804) 624-9723 PHONE A ID/lI/W .041EAq AREA ASL TOP 629.0 (804)624-9726 FM m 11/811/1 Roca PER CROW. 28"WHITE OAK 0 T8'TALL 0,0 12/I9/00 mx li[CESS ROW ASL BASE 558.0 A 01/15/01 REIRSED me Oalw CWYR703 ASL TOP 636.0 ' 11/27/0T ASS 4 R¢10 OVP PROPOSED EDGE OF CLEARING A 05/10/01 REI6ED ACCFSs ROW TIC EFA'og 6 COMORO)MO 6 THE 911E MORRIE OF DIE OWNER. IT 5 PRCOJCZO PROPOSED TREE 50.117 IW IS RY Tit OWO NO RS 141206 PROTECTION FENCE mpRCOUCDON OR 1$611E 05104 ND/OR (HAIR) a 1/IIW WT DE e 11858461C.1 COMM IN Ra111E MOE Ay e r DRAWN DY: CHS • i 4 j o4«m BY: BTU \--. ,S STE NNE r mr mire on tilt �1 ADAMS PROPERTY 76 TAIL MECHUMS RIVER ASL BASE 562.5 EXISTING MOWN(TOP 636.s GM NAME SECTOR 3 EIt • -` 8"WHITE OAK CVR-351A FUME ANTEHNACWSI MOUNT ` 16 TALL ASL TAPE 567.8 ASL TOP 583.8 SITE ADDRESS SECTOR 1 1 SECTOR AlaN •( 2 RAO)RER1 R 89• CHA LOTTESVILLE,VA 22903 RAD CENTER 89' ry 24"WHITE OAK It won CHERRY 76'TALL i - Q q�t 53'TALL AA BASE 560.4 ASL BASE S6Bt `p A' ASL TOP 636.4 ASL TOP 619.1 SHEET RILE I�ADNIRT6:ARE ORIENTATED ODCNM6E FROM TRUE NORM SITE DETAIL PLAN _ PROPOSED ANTENNA RAo 24"WHITE ONE SITE DETAIL PLAN 73•TALL AM ODEMAT.O S WITH TRRON PCS PRIOR TO ONSTALLATCH ASL BASE 56A5 10"WILD CHERRYOF ANTENNAS. 1.E%LEFT AS car BE OP�T-NTTED TO THE CONTRARY ASL TOP 637.5 HEREIN,NO TARS ORR SMRBFIaHf VEGETATION ARE TO SCALE: 1"=5' 23'TALL /� ASL RASE 566.0 L ANTENNA MOUNT/ORIENTA710N DEl•AIL THE PROPOSED OF^'e aTNlFinac 6F 5 S Ns TOP 589.0 ORA�p 19NxT NUMBER NOT RELEASED in 2. EKLMNO TREES SHALL BE PROTECTED AND LLYMAN4D • 1.e5. FOR C01611OlCitON • C� o WRING IDNb'IRUCMN. cafe mitsAW I scar: SC4 ATTACHMENT B Q• I '` ` I ( _ a�' TritonPCS b CORER OF PROPOSED 91• ; I , '•; 1 : ; / PROPOSED OIRZOVEMENZ OF WOOD MONOPOLE I : ce' 1 PAVED ACCESS RWD. T'o I I • M I 1 I r� i' ( 1 1• 1l `, ,` PAEpV ARO REpINWC OF }' NO]E: IXCEPT AS IMY 9E E%PeESSLY NOTED m, I f 1 ' . 1 , , `J• 1 9)OF It WIDE Wa7 ��ypq �yy PARKWAY a THE CONTRARY HFRF�N.NO TREES OR SNRRFY.WT; I • , ``''• . ♦ F'kQPOSED sy WEE/L��M�•FASLDNf 11'M1DE WO RIND off (( VECETAT N!ARE TO 9E REMOVED WRHM 2W FEET. : ! /' ; s i 'al FAY gOF TIE CETIIEISINE OF TIE PRJPOSm P01E .FI '/� t�� . i n 3 n •to,. 'AN Y �_� . ,�pPf�tY wuE s0o AQfESt RND 8,S n o ' r �1�7� _ � 1_����,\`= I zoo aeAlnl ae�f/1� .. 0 1 �- — z ccOwhipaFamv.24 . G �N �`. _ - of.E.: IXISIWC ROCK OtNCROP A tO c • 1 • I (3) EXISTING TREE STUMPS , _ -- - � I PROPOSED TRITON LEASE AREA(DYcM� - '-- � * _ ` - CORNERS SET AT EL 569.90' ,,�' ' ALL \`• g ` ` ` ` — _ _ ___ PROPOSED WNc PAD ;, /� l,� II a � '\ nDHERwr AARE DR PRoPERLY or EEDRRx° camn�a om . ,� WUDDE'9 AREA 1 / � �• ' \ GaEAOAD ` :.,\ t COMMUNICATIONS GROUP.INC. SIME \ ® 1 - APES NC27502 Mono(91913574210 Fay(919)397.2220 \ \ :.( .(_ ' '�• PROPOSED RFONNMC OF 1t �- __\• \ \ \ Q.OG 1 WIDE PAVED ACCESS ACID AT xo \ i �� 11 ® DNS POINT p • \.§ <\ � ` EXISTING PAVED ACCESS ROAD RN PY`. ONE x '`\ �n ` ` '' I`f•. x o/8/ EXISTING FENCE 6/12/00 SWIM F RM. 1 •• ` \ '' ,\, • 8/8/CO 11!®m FOR sO t II a21/m GSM MRZOI.G \ 1 1 ln3/Y1 WIEN MARL MOMS OM TO It DOMINO OVERHEAD POWER UNE I REVISIONS '.?`.:`•'` P\ \ ` I MO. art \ ,\\ s A 10/17/CO WE DAY ATEA \ \ \ OUTING HT11m POLE ' ® 11/g11n NR,®PF]GlAN \ ® 12n6/m 14PiV AXES NlD ,j1. • f \a \ _ ® 61/1O/01 PER mai(WAKE Oman (III m/n/61 Fo'Tss Imm DUNNa \ \ 1 F m/t0/O1 IE,6Dl I�Row \ FI{1 - P�REFE IY OF CRillet 6ME MEN LOMMOID 66a OLCC�ED xI \ .."---"A, tr - MAY MR12BIM RV Y00MZRM6 x I ! resocu at F4 N4 Q TES was.RPM Nowt THE swot imam or lit Dom DRAWN Ent CHS r .,\•.\. ,, \ n\ DOOMED 9w 8IN :�•`•`'•.. ..;\ \• ` NO CRITICAL SLOPES ARE OISIURRED 9Y THIS PROJECT. � v.',`'.;J "• •,•�`• `� �\ ```.'`` •�' , (INCLUDES RECESS ROAD AND LEASE AREA). WE WOE r:c:`�li=`i \` ` • ' . ADAMS PROPERTY • _ ._ \ MECHUMS RIVER ?sr�' .�'. t \n 92 wWew x `x_* ,`- \P� CVR351A • SITE Atl:1615 785 VERDANT LAVM UWE CHARLOTTEBVILLE,VA 22903 • • GREET TRLE GRADING PLAN GRADING PLAN • SCALE: 1"CIO• mLER 40• -� NOT C„ DAtFINAL CRAVING RELEASED a IL OlOVOI I ROT ara. 24 CZ- ATTACHMENT B I 2` I TritonPCS . W 1 > E X. / \ - _ POSTS (ALP.)RIDGE i 1 'I\.. �9�11 A TW PNBMY L ,,ON mauct0 0 - ,� 804 323-MGN FAX 1 ` O d f-ICE BRICCE .1 IrTSI d / EE I'*`'I NNRE CIA%CABLES CIONEITF‘Ge.Sotestk)ftet;(11 nCABINET 1Y1 I'X 1_IPAINTEDI•'° BROWN TRITON PCS CANE I o 3-1/2"MA. MEAL POSTS EMBEDDED•. PNTOEO BROWN I i/ A CONCRETE !NSTALLED PERMN9UGACIURER'S INSIRULTONS r CREIE PAD TNTED EMIHIONE El ' S 4"Of/57 • �+ 1"CHATEa i9"CWSHEO STONE EDGE __r CONCRETE O HSHARETHRW1/Y SLOPE 1 /2 : SLOPE r 5•_D- _ — _ HERON ARE THE PROPERTY OF FNOWER I. _ I I-1 I1=1 I r /m MAT NCR EF OPENED ISO OR IsimD I. I I I_I I I-I-1I I II I I_l l I—I I1_I .IINWf NE WITHER O�rt Of WNW i o : .i ��. e4 a)4iq,TMTii iii:T. �.)�,,j���� o I —111 I-� 3).a}iWl.... . ) . .....� I" I PMRD4 PAD IFARIHIONE o I.PIPE COLUMNS. AS AWIOE CHANNEL. CLEAR D PIPE HEAD6"CRUSHED SIOxE r! We • In AµDVANCED LMSITNTNi TECHNOLOGY. B! '� Y? 2D u1L IWOR :...t' - 2 CONNECT EACH SUPPORT LEG To COMMUNICATIONS GROUP.INC. .. .. ...... BARRIER 10._O. •••• •• SUBGWOE GROUND RING 3.CABLE SUPPORT SPACING EVERY 3'-0" 108E QASSCROAD CO /t5 4.COORDINATE CABLE ROUTE AND DIRE ID, INSTALLATION WITH CABINET. yam.NC27! /4 STIRRUPS 0 3"CLEAR PProwL9R9]ET.Y110 18"C/C TYP. (TypJ I I 12_ fa19R9)ET-p10 EQUIPMENT SUPPORT PAD DETAIL (10'x12') N K 3 CONCRETE EQUIPMENT PAD LAYOUT No` ' 2 WAVE GUIDE BRIDGE DETAIL SSCC LENONE : 1 PANEL WOOD MONOPOLE ANTENNAPANEL ANTENNA I ,:]`� ANTENNA(FUTURE) RELDSE __-_T IT: 2 WE DAPA MICA E/IYIO MOTOR REND MECINNIGV.OOWNIRT BRACKET DAPA TR-5 MECHANICAL OOWNTRT BRACKET "� NE/OD 1®®iW FF.EW RP DAPA FIX AC E/21/ Allifi PIPE MOUNT BaACRET W �m Fd spec I'] ft 11 ..1..• Ml TICE PANEL ANTENNA %�I�. =� PANEL ANTENNA Illirl it 10/1)/W lair(Ea PER rt AREA . PAINTED BROWN PAINTED BROWN r -I11/e/ao I+Emn rtR am MCRORECT PIPE MOUNT MICROFEECT TM-BRACKET ® I1/14/W TWEED PER 60F'1 PART I 81882 OR EQUAL PAIR j 81828 OR EOUN. PANEL ANTENNA S 12/IE/W u00FY AnT89 Roo0 PAINTED BROWN - _ - - (PM) -• 1,1 ® 01/15/01 R07gD PER QC\N CONENTS /TQM: T` `' L� ® 01/10/01 Fuse/ADFS Roo 1.REWIRED SHALE VERIFY SIZE OF BRACKET �Anki igI I TMA D6 Mow 4 COWDOMED NO 5 THE SDE REWIRED PRIOR TO CONSTRUCTION III. I\G PROPERTY IY THE OWKFR IT 0 PIR(1NF(D w�/ 'n. 0 2.WOOD MONNOO'�.ro eE FLUSH MOUNTED TO %II' -.A,T 'I' TIE.OXION OR LSE ir m' OMR AND/Ca � ,�� ,� Has Toze0x4 - 3.ANTENNA DIMENSIONS HAM M. 44.7 6.7 a2) 1111QI1 MWdTIM�N IF DC OWL W 4.IKNTWNG ROO SHALL BE NO TALLER THAN 2' I DRAWN at CHS HIGH WOH A BASE OWUETER OF I'.TAPERING CHECKED IN: B))I TO A POINT AT THE TOP. '2. INGRORECT PIPE 140uNT S.AU.BRACKETS AND ASSEMBLY PAWED BROWN. PART882 OR EQUAL PARTP I E 828 OR EQUAL - sIF NAE TRI-BRACKET MOUNT DETAIL NSCALE: 4 ADAMS PROPERTY MECHUMS RIVER RE 14801 FENCE_POSTS WY BE it PINE OR 2-. DA CVR-351A s'0/C YA% ORANGE W-RY BARRICADE HIGH TENSDE /STRENGTH POLY FABRIC L ..l SITE ARREST lin I.PROTECTION OF COSTING VEGETATION: TLI5 VERDANT LAWN LANE • 050050000a AT THE START OF GRADING INBOLIING THE 00000000CC 1 LOWERING OF EXISTING GRADE AUND A TREE CHARLOTTESVILLE,VA22903 D0OnTOPSOIL.00co OR STRIPPING OF TOPSOIL.A MEW.SHARP. a000000000000 VERTKIE CUT SHALL BE MADE AT THE EDGE OF DnO0ODna000000 4' YIN THE TREE SAVE AREA AT THE SINE TIME AS OTHER - 000000D0O0°Donn EROSION CONTROL MEASURES ARE INSTALLED. b� ,f000000aonn00000ul THE TREED PROTECTION FENCING SMALL BE SHEET D1LE . I.fc' 3000 PSI. F \00n0°DD°n:.0azoco^I INSTALLED ON THE SIDE OF THE CUT FARTHEST Y.. SO Ry AWAY FROM THE TREE TRUNK AND SHOW REMAIN 2.FOOTING TO EXTEND A MINIMUM OF 12'BELOW UNDISTURBED SOIL AND ` \\ �( \\7/\ \j\ y\\\\cx W PLACE uxTIL AL cONSTRIZTIatE w THE VIaxUY 3 FFROST Litt INAL SITE DESIGN IS THE RESPON480.1tt OF THE ST£COMRACTOR. - - \/\/ \\//\`// r��\ ✓//// 211N OF THE TREES 5 COMMIE NO STORAGE OF SITE DETAILS • A SAL FOUNDATION N IS THE R SPONSNG ALLOWABLE SOIL BEARING / \A// PROTECTED AREA.OR EOUIPYEM AND NO TRESPA55RG ` Ay\/ PROE 8E ALLOWED WIMOE TIRE fiOiRDUtE OF THE PRESSURE OF 2000 PST. ♦ \ \` \ T\/\\\ • RELEASED • 8.SUB FOUNDATION DESIGNED ASSUMING MAXIMUM PULS-DOTY INDEX OF 27. / / / /A//�{ /`\//. 2.TOONTRCTOR To INSTALL AT A RADIUS EOLC. NOT �•W B TINT CONCRETE: FARDRONE ♦ 1'RADIUS/I'OWETER OF TREE TO REAIN FOR fA1SIRDCIION 1 RC NUMBER 1 um a/I5fl 12 CONCRETE PAD DETAIL CROSS SECTION NONE ` 5 TREE PROTECTION FENCE DETAIL NOT " 6 1 PC-6 NE 25 • ATTACHMENTS Triton PCS LI 1nw PR _ 9211 ARDEER91 Mf40L Y C (RGO 2]A B 923 1-l/Y ASPHALT CCt OIETE AOL 323-AMS Fa Y ASPHALT CONCRETE 10P COURSE 3 1/2-lOPSOL AND SOD • BASE COURSE TEE 1-2 BASE COURSE TYPE 11-2 nu.SLOPE(TP.) 2• OYfls OF DRNE1910YM ON PLANS Y iLL SLEPE OW.) 2 TEE H-2 LIMITS OF DRNE14OYlN ON PLANS ; 2' NU R Dp° /rF'I c. LI 29:7 �2i - 2,, �� i ,�i.dvtl F.B 1. O1WniYt A t MAX(— 3 1 �MAXI— —II MAX 3 — 3 3V' ffiA $ ... .. - —11 MAX MAXI— . . ... - ._.. ORAL COMPACTED SLBCRABE,FREE FROM TOPSOIL AND ORGANICS(COMPACTED TO SIM OF PS ORFAR45 NO mum RENAL mama OR DRY DEISM. NOTES• xERES ARE THE PRCPERIY 6 Dose9 STANDARD PROCT ND AM Er Et CWGRD LOW OR�® 1.REMOVE TOP Cr OF METE SOIL MOOR 10 'RIIDUI ME FIRM CRHM 6OOEDE 8'YIN. TEE ABC COMPACTED S GRAVEL W/TCPWS CONSTEXTEN OF"Soo ROAD-. THE SOS CRUSTED STONE SURFACE .. SOUL BE DUMPED ON AT LOCATORS ON STAPDIIARON FABRIC SIRE AND AS 5nm-so BY OWNER PIA®Ol Cp1PACTFD .. 5 CILEAR_ COMMUNICATIONS GROUP.INC. PAVED ROAD SECTION SOD ROAD SECTION toast,AwAcRoAD RoAp NOT TO SCALE NOT TO SCALE SUITE 101 APEX,MG 2I502 Pro 387-220 Poc(919)3E7-mo72 20 PAVED ROAD SECTION ND : 1 SOD ROAD SECTION C EF, 2 R EASE WI 9n2/00 64E0 001 MEN 5/A/00 REISS=FOR ROC 8/21A03 Me FOR DOC ' RYSOS La MiE p 90/19/03 LON LEASE tau ® 11WV00 QV610 PER cams ® 11/1L/p EASED PO MOO p 1v5a0 IIP09Y.P£S ROOD ® 01/15/01 REVS D PER CI.PIN COMORS Lk, 05/10/01 RRIID K/34 ROAD I!6 5Mns S CVrMRO MO S M S2L PIC ER?Y G THE OWNER IT S RFOIIG➢ 92DS FW 16 EMOTE MO RS ORRIS IAA9LICSN CR us 6 Tits mac MO/N _ - M lidl_MN MCOEO M O S FIRzoOI pool M FOUNT f9A69D16 M P6C sum at CHS . fHEO®BY: BIM Sit N AN ADAMS PROPERTY MECHUMS RIVER STE Yule, CVR-351A 9R AOGIE4 T85 VERDANT LAWN LANE CHARLOTTESVILLE,VA 22903 SHEET THE • SITE DETAILS • NOT ORAYRDIG MST RELEASED FOR CONSTRUCTION I DN ET NPOER DATE PAAAD "' o 26 1 I PIP,WAIF: •