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Home My WebLink AboutSP200700050 Legacy Document 2008-01-11 (3)verimp wireless DIRECTIONS TO SUE FROM 1831 RADY COURT: TAKE RAVY COURT TO RADY STREET AND MAKE A LEFT AT RADY SiR€ETT. CiNTRAIE TO MAKE A LEFT AT MAGNICK A STREET. TURN R04 AT WECWWIGSNLIM E TURNPIKE/US-360* AI TARE RAW 01,00 1-64W VIA THE RAW TO 1-95. TAKE EXIT 79 FOR I-64W/1-t95S TOWARD POWHITE PKWY%CHARt.DTTESAUi.E MERGE ONTO 1-64W. TAKE EXIT 121 FOR VA -20 TOWARD CWM8.O7TESKLLE/$COTTSPoIE TURN LEFT AT VA 2DS AND THEN TURN LEFT AT VA -53, MAKE A SLIGHT RIGHT AT ANHES MONROE PKWY AND CONTINUE ON CARTERS MOUNTAIN ROAD VICINITY MAP (�W`116RTE RS MOUNTAIN CROWN ORCHARD COMPANY PROPERTY CARTERS MOUNTAIN TRAIL CHAROTTESViLLE, VA 22903 PRgEU DESCRIPTION: INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT BEFORE YW 4I, i -800 -552 -TOUT LmLirr I >1�� xansraa+ wsur,Vx �xur� u�. •... .. ati'E s'0t6%flUC�! 4iMYdkR: SurcAii!FE E NJY&R pq{E 0— SK UitiAE m WNIAR GSfE tflY.yJR% 5P5 WWLW SGlitURE > �_ GTE -SIT�I r j BY DATE REV. NO. DESCRIPTION BY DATE S. AD PRELIMINARY ZONING DRAWINGS SPP 08/29/07 AFMAL ZONING GRAWNGS SPP O9/17/07 / LOCAL MAP : i' 2,000' VICINITY MAP (�W`116RTE RS MOUNTAIN CROWN ORCHARD COMPANY PROPERTY CARTERS MOUNTAIN TRAIL CHAROTTESViLLE, VA 22903 PRgEU DESCRIPTION: INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT BEFORE YW 4I, i -800 -552 -TOUT LmLirr I >1�� xansraa+ wsur,Vx �xur� r�cu[ ati'E s'0t6%flUC�! 4iMYdkR: SurcAii!FE E NJY&R pq{E � ExgYEER&�x SK UitiAE PMtttE WNIAR GSfE tflY.yJR% 5P5 WWLW SGlitURE Rx,NE �N✓M8€R GTE REVNO. BY DATE REV. NO. DESCRIPTION BY DATE S. AD PRELIMINARY ZONING DRAWINGS SPP 08/29/07 AFMAL ZONING GRAWNGS SPP O9/17/07 — TEAMTM TEAM F id ECT SUMMARY SHEET INDE7C SITE I EORHATM#i: PROPFRtt OWNER; j "[; ��TM 5 OKCNEROKEE CARTERS MOt)NTAN CROWN ORCHARD COMPANY T -I TITLE SHEET AVENUENEERING: -110 ROJECT CARTERS MOUNTAN TRA9, PO BOX 299 �� T-2 LE AND ABBREVATIM PRN: MWA R: STUART P. PATTERSON. PE CHARLOTTESVILLE, VA 22BO2 BATESVILLE, VA 22924 TELEPHONE: (703) 256-3344 TOWER O117V€R: C-1 SURVEY MAI SITE PLAN FAX NUMBER: (703) 256-6622 AMERICAN TOWER C -IA SURVEY AND SITE PLAN APPLICANT VA -90228 C-2 ENLARGED SITE PUN CAUSEWAY CONSULTANTS, P.C. VERIZON WIRELESS C-3 GRADING PLAN 1005 S. BATTLEFIELD BLVD. 1831 RHOS' COURT CHESAPEAKE, VA 23322 RICHMOND, VA 23222 C -3A EROSION & SEDIMENT CONTROL. CONTACT: E757j R. WHITE TELEPHONE: 757jj 482-0474 CONTACT: TELEPHONE: (804) NT CRUTE (804} 310-5103 DETAILS & SPECR�fi.ATONS FAX NUMBER: 757) 482-9870 FAX NUMBER: (864) 321-0398 C-4 ELEVATION VIEW so FNfJNFFR HONE PR(IECT 6ATA: C-5 CNC. DETAILS SrRUCnML ENG ZON"M RA EC ALBEMARLE A-1 SHELTER ELEVATION$ CLARK NEXSEN ACTON MAGISTERAL. DISTRICT COUNTY SCOTTSVILLE 6160 KEMPSNLLE CR, SUITE -200A PARCEL O I 091ODDDDD028M NORFOLK, VA 23502 CONTACT: ED WESTERMAN, PE 511E TYPE COLLOCATE TELEPHONE: (757) +55-5800 T TYPE DYED TOMER FAX (T57) 455-5638 TOWER HEIGHT LEASE AREA 3303' 685 SF AREA OF LAND POWER CuuFAhM1,: .DISTURBANCE 1500 SO FT, DOMINION VIRGINIA POWER CONTACT: CUSTOMER SERVICE GEM1L7N°__ UitTUOL': 37' 59' 6.3575' N Taffi NE: 1-888-667-3000 LONGITUDE: TIT 28' 47.4166' W TELEPHONE COMPANY: GROUND M (AMS.): 1423.23' VER7ZON CONTACT: CONTACT: CUSTOMER SERVICE ADA COMPLANCE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, SHEET TOTAL: TELEPtWNE: 1-800-826-2355 SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. IO rchitecture & Engincaing SSIOCtEAC31E EAVERM 110 ALD0N0RU,V 223T2 7025034 F-X*4 254a4U vlertau wireless 1831 RADY COURT RLCHMOND, VA 23222 . H° r4' Gi STUART P. PATIRSNd Lia No. 41047 b 0- �� r' �FSSrONAL SITE CARTERS MOUNTAIN COLLOCATE GUYED TOWER CARTERS MOUNTAIN TM CHARLOTfEWILLE, VA 22903 AUWAMM EEZ COUNTY T— IP, 2P. & 3P SINGLE POLE. TWO POLE. & THREE POLES N:'UT NEUTRAL Emil HE'& A/C AR CONDRTXONG A&MA&E N AM, NORTHADU NOT APPLICABLE —� AFF ABOVE. FINISH FLOOR AMC NOT PI CONTRACT U1tP- CONCRETE LEVEL ADM GROUNDAPROX 00 SCALE M APPROXIMATELY CI R 0FURNISHED . CONTRACTOR INSTALLED ASTM AMMAN SOCIETY FOR TESTING AND MATERIALS OC ON CENTER e__._.__ PROPERTY UK Alt A OR MERCAN WIRE Oka A 00 OUTSIDE �E� BLDG SUILDING OPP OPPOSITE —" SETBACK LINE Dix FLOCK OHTj�ip TEkEPNONEjWER4fF.+D POWER BMR BASE MOStE RAS SX# _ . LEASE AREA B/S SUILOING STANDARD COPPER OFR Oi OUNCE TELEPHONE Ccu O OUT PC PACE EASEMENT C C8 OLD CIRC IT REE AS NOTED CIRCUIT BREAKER CIRCUIT 5 i PIF PIN PIN SEN' SET PLYWOOD JOINT FILLER D BUILDING (FOOTPRINT) CLEAR PIT PLYWOOD OUR OUR CLEAR PR PAR POWER POLE CONS CONCRETE PROP PROJECT Cow CONT CONSTRUCTION CONTINUOUS PRC PST PROPERTY PER SQUARE � FIELD STAKE CFCH CONTRACTOR FURNISHED CONTRA" INSTALLED PST PER SOttAtE FOOT FOOT DO DBL DEED 800K DOUBLE PT PNC PRESSURE TREATED SCHEDULE AD PLASTIC CDNOW. ❑ TELEPHOWFOEROPTIC PEDESTAL 4 �mmom DIAGONAL RE EPTCRE €PT LE — £Ct — OVERHEAD ELECTRIC DIA DIMENSION REDID REQUIRED ON DOWN RM ROOM DET. OETI D R0 H OPENING - DWG RAWS � S SHIT SOUTH ,^yam CONTOURS OFF DUAL ELEMENT FUSES SW SWATCH E EAST SCH SCHEDULE EA EACH SHT SHEET ELI ELEV ELEVATION SIM SO"14,5 LLECT ED ELECTRICAL EQUAL SPEC SD SPECIFlCATOA SQUARE °h SPOT ELEVATION EQUIP WAY STEEL EW EACH STL STEEL ASPHALT EX EXISTING STRUCT STRUCTURAL EXTERIOR SUSP SUSPENDED EMT ELECTRICAL METALLICTt THRD THREADED FEttCE EC EMPTY CONDUIT THRU THROUGH FN FINISH IN TAX MAP FLUOR FLAHNiESCENT TOO TP O FLR FOOT TOO TOP Of CONCRETE TEMPORARY BENCHMARK FGRST v @ STEEL CDNODUi GALVANIZED UON LION UNLESTYPtrS SE NOTED UNt.EUG GG OR GRD GA Q -10M GOUGE VERT R UNDERGROUND VERTICALGAI GRAVEL V {{) OCONTRACTOR FIELD GC GENERAL VT VINYL TIE �._h TREEIINE GPS GW8 GLOBAL POSITIONING SYSTEM GYPSUM WALL80MW WJ WITH ,r HARDYAI HARDWOOD WESTHEC HIGH O t TREE ZHORIZONTALTM Wf WATTS IB HORS WP WEATHERPROOF HT HEIGHT X#RN TRANSFORMER WAD FRATING. VENTILATION MIO AIR CONDITIONING INSIDE at INCH ANGLE INFO INFORMATION INS & AND K WW IS) KILO9ASTISS G. CENTER LINE 3r) MAX MAXIMUM R PROPERTY LME, PLATE MECH MECHANICAL. MTL METAL 8 AT MFR MANUFACTURER MGR MIN MANAGER MINIMUM 1 NUMBER MSC MISC€I.LANEOUS MPH MILES PER HOUR MTD MOUNTED REVISION 1 :ELEVATION f = NORTH ARROW t_2 REFERENCE M = NOTE REFERENCE I Tit = REFERENCE t = SECTIONS = NORTH ARROW T-2 REFERENCE WITH MAGNETIC DECLINATION t T-2 DETAIL REFERENCE ABBREVIATIONS & SYMBOLS LIST LEGEND `BM HUB ;� TACK ELEVATION x1430.88 HARTMAN .1 'o . �1� 'Lj COP atT,,C. T. w BA ui I(n Iw V) 1w CROWN ORCHARD C1111111111Y .Ax NM t-aa-oo-4zetm zouEO: w, UNP ITV DATQN MZ�iYM AES UHM NOTES 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C., 000EARE, VIRGINIA, ON 5/06/07. METES AND SOUNDS WERE COMPlin FROM PLATS AND TAX MAP. NO BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 2. TICS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH/REPORT AND M.N04SH=/A�=TS AMC RESTRICITONS OF RECORD THAT MAY T CT 3. PROPERTY IS SUMCT TO Al EASEMENTS AND RESTRICTIONS OF RECORD. 4. FLOOD ZONE OETERWMTION IS akSM ON THE FLOOD INSURANCE WE MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR WILL NOT BE FINE FROM FLOODM OR DANIAM. 5. THIS WE APPEARS TO BE LOCATED IN THE F.IJ.M. ZONE *X' AS SHOWN ON COMMUNITY PANEL NURSER 5100 C0426 D EFFECTW DATE 2/4/05. 6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 7. MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON STATE GRID NORTH, (SOUTH ZONE). MAGNETIC DECLINATION IS COMPUTED AND NOT OBSERVED. 8. NO WErLANO AREAS HAVE BEEN DELINEATED. R ALL PHYSICAL, ME)a OF UT (ftS SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE. 0. THE TEMPORARY 804DWW IS A HIM AND TACK, ELEVATION - 143DAR 1. BASED ON THIS SURVEY, THE PROPOSED TOWER HAS SUN CENTRO BY CAUSEWAY CONSULTANTS, P.C.THAT THE COORDINATE LOCATION OF THE REFERENCED TOWER AT THE REFERENCED SITE IS ACCURATE WITHIN 50'± HORIZONTALLY AND THE ELEVATION IS ACCURATE WITHIN 20'± VERDI THE HWONTAL, DATUM (COORDINATES) ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 19M (NAD 83) AND ARE EXPRESSED AS DEGREES, MINUTES, AM SECONDS. THE VERTICAL DATUM (HAMS) ARE I TERMS AS DEFINED BELOW AM ARE DETERMINED TO THE NEAREST 14 OF A FOOT. IXISTM .313' GUYED TOWER NAD ,983 LATITUDE 37' 59' 06.3575* N LONGITUDE: 79 28' 47.4788'IN I66* NAVD 88 ELEVATION:1423.23' NOTES 17 SEE ENLARGED SITE PLAN, SHEET C-2. EOSTING 12' OMM ACCESS ROAD. NEW VERVON WIRELESS 20- WIDE ACCESS/UTPJTY EASEMENT. THIS SITE IS NOT LOCATED WITHIN A COUNTY DESIGNATED CONSERVATION EASEMENT ADJACENT PARCEL, TAX MAP #0500-00-OD-OOM IS LOCATED WITHIN A COUNTY DESIGNATED CONSERVATION EASEMENT IAREALOCATED WITHIN ANY %9fT . AS AN AGRVATUR& OR FORESTAL DISTINCT. THIS SITE IS LOCATED WITHIN THE BLACK ISLAND CREEK SSIOCHSOKEEAMEPUNTIE 1� vefto wireless 1831 RACY - ERT P!CRMOND, VA 2.,227 r�STU STUART T P "P A 0 R 1. 4104? rgmelk'NI&I'lol ZARTUS MOUNTAN TW CHMLOTrEMLLE, VA 22903 AUWAMARLE COUNTY 99T.Blim IN SURVEY AND SITE PLAN lili 24"X38' I - YY -11- NT, - 1� �--E I I l\..+ I I SITE NOTES 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SMALL ASSUME THE RESPONSIBREFY OF LOCATING Archftecture & Fng �f UNIDERDROUND UTILITIES (PUBLIC OR PRNATE) THAT MAY EXI5T A}R7 CROSS 7T}ROUGN THE AREA OF rn \ CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS BEFORE YOU DIG. CAL. hMBTS URllRf AT $510 ANSSIAM Ito 1-800-552-7001. THE CONTRACTOR SHALL BE RESPONSIBLE \Y �� EXISTING UTILITIES OWAGED DURING CONSTRUCTION. FOR REPNRNG. AT IRS EXPENSE. ANY ALEK*4C TA,V 2nt2 M4]Sbii14 FAX 2$64m 5\\\ tmw. a'mt �(({ Yt S �ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE OISTALLED IN ACCORDANCE WITH THE ' l V 2 EDff*N OFVIRGINIA CROWN ALR} SEDIMENTCONTROL HANDBOOK AT THE FIRST PHASE OF TEST CONSTRUCTION AND CHECKED PETBOD041Y TO ENSURE THEY ARE FUNCTIONNIS AS NDKATE). S. THE STOGMLWG OF EXCESS NATUdk ON SOE WILL NOT BE ALLOWED. ftj YIIL/% wireless <. ANY V€GE7ATED AREA OISridR8E0 BY CONSTRUCTION SNAJ.L i0 RESTORE A BE TOP".�ON.ED AND SEMC/ fL XrsP/,S' Gp✓vEt l 1' i \ PERM VEGEt#TNE COVER. SEE PERMANENT SEEOWG SCHEDULE, SHEET C-,Y,. 1831 RAOY COURT RW,l t \\ R ew to 2sxz2 ACCESS RES / RACT%2 6 RESPONSIBLE FOR METHODS ER CONSTRUCTION. SAFTHE H RESPONSIBRUTY OF THE CONTRACTOR ALL WORK SHALL BE IN ACCORDANCE OSHA 1 REOUREWENM O 6. THE CONTRACTOR 15 FOR SHE LAYOUT AND CONSTRUCTION STAT( Mi. LOCATION OF l t / i EOSiNG UAdO` 'y \1. SE-,AE SAS DUSTING STRUCTURES Atilt UTILITIES NUS? BE CONFIRMED BY THE CONTRACTOR 7. ALL WORK SHALL BE ACCOMPLISHED IN A=RDANCE'MTH ALL LOCAL. STATE. AND FEDERAL COM OR � Y, STUART P. P�iTE z tic. No. 41447 > '~ t } �{ CONSTRUCTION NOTES baa�'� ii 4 l 1t ❑j WN 12' % X VWOi WIRELESS EWPMENT SHELTER. j SEE DETAIL FS r �'-AI SHEET ir A-t. SIGNAL �t NEW VERIZiNN WIRELESS 6' x 6' CONCRETE STOOP (TW OF 2). ti� WLEss GARTERS 3� NEW I L ; Q NEW VEWZON WIRELESS trt a BRIDGE. MOUNTAIN t L T i 1�1 L BtIY..D�xG f5 NEW VEWZON WIRELESS t2' COME ACCESS ROik. SEE DETA& 2 SHEET C-5. COLLOCATE L ` ii } i ®NEW VEWZON WIRELESS 20' COME ttOUtY AND INGRESS/EGRESS EASEMENT. 3 GUYED ED TOWER 1 7 y7 NEW VEWZON WIRELESS 685 SF LEASE AREA. ",C, al !i jlt, 4 7 }';' �` SITE LIGNTkNG CARTERS MOUNTAIN TRAIL CI IARLOT iESVILLE,YA a 1 12a$ MOTION CENSORED PHOTOCELL AND SHIELDED SHELTER LIGHT. 12903 / a : f ALB€RMARI.E COUNTY t tM77Er oMaxa �. REGARDLESS OF LLWNS EMITTED. EACH OUTDOOR AiAFAo SK LUMNNMRE SHNL BE FULLY SHEILDEO AS REQUIRED BYsaw Tn do SEUION 4.17 OF THE ABENVALE COLINFY ZONING 5 i 4 b V 7 L ORDINANCE can.ao. SJBMrtTALSY s It . zaarc wos Afzclo� l# ^ ` J i S / f/ mrmm mws 4lf;toz 1 tXS:NG G�RS0 S 4 t 1 ALYf£ AIAI)E2 �.f t I 1' i' Y t ( l I O i} �.}}}}� Y=t /j t � jf o£UUf,2ats-0 �• ENLARGED tY 'Ir f;` Jr jr/ t=r j AFETE PLAN sff No.: FOR24'x36' PLOT - i' = 5' LARGED SITE PLAN FOR Tr x Tr P9R _ T' _ A. TEMPORARY SEEDING SPECIFICATION PRIOR TO SEEDING, INSTALL NECESSARY CONTROL PRACTICES SUCH AS DIKES, WATE::RWAYS AND BASINS. PLANT SELECTION SELECT PLANTS APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLES 3.31-5 AND 3.31—C. NOTE THAT TABLE 3.31-8 PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS: TABLE 3.31—C PRESENTS MORE IN—DEPTH INFORMATION ON THE PLANT MATERIALS. SEEDED PREPARATION TO CONTROL. EROSION ON BASE SOIL SURFACES. PLANTS MUST BE ABLE TO GERMINATE AND GROW, SEED BED PREPARATION IS ESSENTIAL. AN ELEVATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPOIRARY SEEDING. IN MOST SOILS, R TAKES UP TO 6 MONTHS FOR pHADJUSTWENT TO OCCUR FOLLOWING THE APPLICATION OF LIME. THEREFORE, IT MAY BE DIFFICULT TO JUSTIFY THE COST OF LIMING A TEMPORARY SITE, ESPECIALLY WHEN THE SOIL WILL LATER BE MOVED AND REGRADED. THE FOLLOWING TABLE MAY BE USED TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED APPLICATION PATES. TABLE 3.31—A LIMING REQUIREMENT "QUICK REFERENCE FOR ALL REGIONS" FOR TEMPORARY SITES MATERIALS ARE BEST ADAPTED TO A SPECIFIC SITE. USE TABLES 3.32—A RECOMMENDEDAPPLICATION pH TEST OF AGRICULTURAL LIMESTONE BELOW 4.2 3 TONS PER ACRE 4.2 TO 5.2 2 TONS PER ACRE 5.2 TO 6 1 TON PER ACRE SOURCE: VA. DSWC, 2. FERTILIZER SHALL BE APPLIED AS 600 LBS./ACRE OF 10-20-10 (14 LBS./1000 SQ. FT.) OR EOUIVALENT NUTRIENTS. UNE AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE. MULCHING I. SEEDING MADE IN FALL FQR WINTER CWER ANO DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STO. AND SPEC. 3.35 EXCEPT THAT HYDROMULCHES (FlBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE PERIODS, 2, TEMPORARY SEEDINGS MADE UNDER FAVORABLE SOIL AND SITE CONDITIONS DURING OPTIMUM SPRING AND FALL SEEDING DATES MAY REQUIRE MULCH. TABLE 3.31—B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" MATERIALS ARE BEST ADAPTED TO A SPECIFIC SITE. USE TABLES 3.32—A RATES PLANTING DATES PLANTIING DATES (LBS./ACRE) SEPT. i — FEB. 15 50/50 MIX OF AND 3.32-8 WH1CH DESCRIBE PLANT CHARACTERISTICS AND LIST RECOMMENDED VARIETIES. ANNUAL RYEGRASS LODUM MUln—FLORUM k CEREAL (WINTER) RYE 50-100 (SECALE CEREALE) FEB. 16 — APR. 30 ANNUAL RYEGRASS LOUUM MULTI—FLDRUM 60_106 MAY 1 — AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) FLOW B. PERMANENT SEEDING SPECIFICATIONS PLANT SELECTION 1. SELECTION OF PLANT MATERIALS IS BASED ON CLIMATE. TOPOGRAPHY, SOILS. LAND USE, AND RCANTING SEASON. TO DETERMINE WHICH PLANT / MATERIALS ARE BEST ADAPTED TO A SPECIFIC SITE. USE TABLES 3.32—A � � AND 3.32-8 WH1CH DESCRIBE PLANT CHARACTERISTICS AND LIST RECOMMENDED VARIETIES. 2. APPROPRIATE SEEDING MIXTURES FOR VARIOUS SITE CONDITIONS IN VIRGINIA ARE GIVEN IN TABLES 3.32—C, 3.32-0 AND 3.32—E. THESE MIXTURES ARE DESIGNED FOR GENERAL USE. AND ARE KNOWN TO PERFORM J I WELL IN THE SITES DESCRIBED. CHECK TABLES 3.32—A AND 3.32—B FOR I- RECOMMENDED VARIETIES. FLOW 3. A MORE EXTENSIVE DESCRIPTION OF PLANT MATERIALS (GRASSES AND LEGUMES), THEIR USAGE AND PICTORIAL REPRESENTAON CAN BE FOUND IN APPENDIX 3.32—,. 4. WHEN USING SOME VARIETIES OF TURFGRASSES. THE VIRGINIA CROP IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDED TURFGRASS MIXTURES MAY ALSO BE USED. CONSUMER PROTECTION PROGRAMS HAVE BEEN DEVISED 6 TO IDENTIFY QLALIFY SEED OF THE VARIETIES RECOMMENDED BY THE VIRGINIA. COOPERATIVE EXTENSION SERVICE. THESE WILL BEAR A LABEL INDICAnNG THAT THEY ARE APPROVED BY THE ASSOCIATION. MIXTURES MAY BE DESIGNED FOR A SPECIFIC PHYSIOGRAPHIC REGION OR BASED ON INTENDED USE. SPECIAL CONSIDERATION IS GIVEN TO PLANT CHARACTERISTICS, PERFORMANCE, ETC. LIME AND FERTILIZER LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOH. TESTS. SON. TESTS MAY BE PERFORMED BY THE COOPERATIVE EXTENSION SERVICE $ON. TESTING LABORATORY AT VPI do SU. OR BY A REPUTABLE COMMERCIAL LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING LABORATORY IS AVAILABLE FROM COUNTY EXTENSION AGENTS. REFERENCE APPENDIX 3.32—d FOR LIMING APPLICATION (IN LBS) NEEDED TO CORRECT UNDESIRABLE PH FOR VARIOUS SOIL TYPES. UNDER UNUSUAL CONDITIONS WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL TEST, THE FOLLOWING SOIL AMENDMENTS WILL BE APPLIED. IM COASTAL PION: 2 TONS/ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (90 LBS./1000 SO. FT.). PIEDMONT AND APPALACHIAN REGION: 2 TONS/ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (90 LBS./1000 SO. FT.) NOTE: AN AGRICULTURAL GRADE OF LIMESTONE SHOULD ALWAYS BE USED. FERTILIZER MIXED GRASSES AND LEGUMES: 1000 LBS./ACRE 10-20-10 OR EQUIVALENT NUTRIENTS (23LBS./1000 SO. FT.). LEGUMES STANDS ONLY: tOGO LBS./ACRE 5-20-10 (23 LBS./1000 SQ. FT.) IS PREFERRED. HOWEVER, 1000 LBS./ACRE OF 10-20-10 OR EQUIVALENT MAY BE USED. GRASS STANDS ONLY: 1000 LBS./ACRE 5-20-10 OR EQUIVALENT NUTRIENTS (23LBS./1000 SO. FT.). OTHER FERTILIZER FORMULATIONS, INCLUDING SLOW—RELEASE SOURCES OF NITROGEN (PREFERRED FROM A WATER QUALITY STANDPOINT), MAY BE USED PROVIDED THEY CAN SUPPLY THE SAME AMOUNTS AND PROPORTIONS OF PLANT NUTRIENTS, MULCHING ALL PERMANENT SEEDING MUST BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION, REFER TO MULCHING, STD. & SPEC. 3.35. NOTE: 1. ALL REFERENCES ARE MADE TO THE STANDARDS AND SPECIFICATION OF THE 1992 VIRGINIA EROSION AND CONTROL HANDBOOK. 1 STARF m— w,1— To $TAKEI AND E%fENp R agto THE *nENEH. z. c;rc .w A ax' TRENCH UPitoPE KONS THE tam of � srAXEs I(I 4. eACKnu aro m� Ac* rHe Euxaxrm son. � �' A 60.1ER H4PR�R (i SILT FENCE U C -3A NOT TO SCALE 5SIOCHAOKEEAESUl TE AUDWdDPIA, VIRGM22 M 2%,2 FAXJ2A23E. wireless 1831 RADY .AUR' RICHMOND, VA 23222 ric� o. 41047 �" 1, f I(rTfO? �QU � __S/ONAL fir/ 1 r� CHARLOTTESVILLE, VA 22903 EROSION AND SEDIMENT CONTROL DETAILS & SPECIFICATIONS V 3A I NOTE: THIS ELEVATION SHOWS THE INTENDED LOCATION OF THE PROPOSED EQUIPMENT, IT DOES NOT INFER THAT A STRUCTURAL ANALYSIS HAS BEEN CONDUCTED TO VERIFY THAT THE TOWER CAN SUPPORT THE PROPOSED LOADS, A SEPARATE STRUCTURAL LETTER OR REPORT WILL DETERMINE THE TOWERS ABILITY TO SUPPORT THE PROPOSED LOADS. THE CONTRACTORSHALL REFER TO STRUCTURAL ANALYSIS FOR PLACEMENT OF COAX ON EXISTING TOWER. I TOP OF EXISTING MAST 0 irchWomm & Enghweriq 5510 CFER042EAVE SATE 110 ALD(ANDFUkVIRGRAk22312 ]OA 33" IAX701Z6-6 veriam wireless 1831qAoy COUPR� RICHMOND, VA 23222 H OP fSTUART P. PATTERSON ic. No. 41047 > 7o7 �/ONAL � own, X16WRAIMMAM11 :ARTERS MOUNTAIN TRAIL CHARI-OTTES)AU.E, VA 22903 ALB044ARLE CCUtM ;F X, 36T SHELTER "u ELEVATION VIEW -11 C-4 SECTION - LEASE AREA C-5 NOT TO SCALE M LAYER OF MIRAR W570 WTIETIC. EXTEND T' BEYOND TOE GREGATE SLOPE, ALL AROUND WMUM COMPACTED SUBGRADE NO.57 COARSE AGGREGATE (3- MINIMUM) I* MIN. ABOVE REMOVE ORGANIC MATERIAL EXISTING GRADE EXISTING 7 1/2` PER 6' OF SLOPE 1 1/2PER S' OF SLOPE GRADE T i %2' MINIMUM AT. CROWN i �- -GEOTEXTILE FABRIC WHERE REQUIRED. EARTH WORK SUBGRADE COMPACTION & SELECT GRAN?U RLL VERIFY WITH CONSTRUCTION MANAGER PRIOR TO BID ® CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATRONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION & FOUNDATION WORM, AS A MINIMUM THE TOP 3' OF GRADE SHALL BE REMOVED. THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR UNSTABLE SOIL CONDITION, 80 ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. 2 TYPICAL ACCESS ROAD CROSS SECTION C-5 NOT TO SCALE ANTENNA CONFIGURATION PLAN C-5 NOT TO SCALE 'URE VERIZON WIRELESS CENNAS, TYP OF (6) NEW VERIZON WIRELESS ANTENNAS, TYR OF (6) 4EW VERtZON WIRELESS TMA, TYP OF (6) )0, :LEND NEW ANTENNA FUTURE ANTENNA SSIOd#AOKEEAVES#TE roriwXNt rAxm>•ssr. verim wird@SS 163' RACY COURT RICHMOND, VA 23222 VH Op % G1 S 'ART P. PATTERSOd LIc. No. 41047 > \�SS10NAL '!1S1a E ELEVATION C 33'-2" MAX 5'-9 7/8- NOTE: F KEY PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE ELEVATION WITH ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. SHELTER ELEVATIONS NOT TO SCALE ELEVATION ---- 3'-5 7/8* Archiwftffe&EnghweriAA r3" EMT STANDOFF STRAP GEN VENT --- - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5510CHEROMAMESUM i:0 WIN, SCROLL FAN EXHAUST_� 30 PSF ALSONORK MR5W 22312 702334 W70z"m SNOW LOAD ELBOW W/SNAP IN SCREEN FSTAN.IRD GROUND SNOW LOAD 1, II STANDARD LOCATION/ SNIP SHIP LOOSE Lo_ ;4 PSF ll I I I SNOW LOAD IMPORTANCE FACTOR,[ i3O THERMAL FACTOR, Ci 10 'I- SERVICE INTI verim wirelen TH N tl CM I ---------- 71 jt I ------ BUILDING CATEGORY R�CHMOND, VA�23222 ELEVATION C 33'-2" MAX 5'-9 7/8- NOTE: F KEY PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE ELEVATION WITH ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. SHELTER ELEVATIONS NOT TO SCALE ELEVATION ---- Archiwftffe&EnghweriAA 1. DESIGN CRITERIA, FLOOR LIVE LOAD 150 PSF 5510CHEROMAMESUM i:0 ROOF LIVE LOAD 30 PSF ALSONORK MR5W 22312 702334 W70z"m SNOW LOAD GROUND SNOW LOAD 1, 20 PSF I'D., SNOW LOAD, SNOW EXPOSURE FACTOR, C� ;4 PSF ll SNOW LOAD IMPORTANCE FACTOR,[ i3O THERMAL FACTOR, Ci 10 WIND LOAD verim wirelen BASIC WIND SPEED, V WIND IMPORTANCE FACTOR, I 90 MPH i.0183� RACY COURT -OUR BUILDING CATEGORY R�CHMOND, VA�23222 WIND EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT Le'olx H SEISMIC LOAD SEISMIC USE GROUP I oil p SPECTRAL RESPONSE COEFFCIENTS SA,, 028 0�11 5 E CLASS D SINAR T P. RATTEERSON SIT EISM'C BASE SHEAR, V 0 074 W BASIC SEISMIC -FORCE -RESISTING SYSTEM BEARING WALL- ORDINARY REINFORCED CilL 0 LEC. No. 41047 CONCRETE SHEAR ANALYSIS PROCEDURE WALLS EOUNAL�E'I�T LATERAL 7 FORCE .C. 2. THE SHELTER IS TO BE CLASSIFIED AS USE GROUP S-2, TYPE HB /(0)NAL CONSTRUCTION PER THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 18, 2005, 3. THIS SHELTER IS TO BE DESIGNED AND CONSTRUCTED IN COMPLIANCE CARTERS WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 16, 2005. MOUNTAIN 4. BUILDING WILL BE PLACED ON CONCRETE PIERS. 5. BUILDING SHALL BE LOCATED THREE FEET (3'-D") OR MORE FROM COLLOCATE ANY PROPERTY LINE, 'INTERIOR LOT LINE OR ANY OTHER SULDfNr. GUYED TOWER WTI z - MO. 0 INA Ilk, SHELTIA ELEVATIONS m