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HomeMy WebLinkAboutSDP201300049 Plan - Submittal (First) 2013-09-06 A c.., at&t CV354 at&t � 4575 SEMINOLE TRAIL =MY PLAZA 1 4807 COX ROAD,SW78300 GWVAUEN,VA 23060 • CHARLOTTESVI LLE, VA 229 I I '�` "° ' \/e OClie PROJECT DESCRIPTION: complete iwkreless solutions INSTALLATION AND OPERATION OF ■velocirel FROM OM RICHMOND: DI TO SITE ANTENNAS AND ASSOCIATED RI comp)"ere w.reless sotunons TAKE 1-64 WEST TO EXIT 124 AND TURN RIGHT ONTO US-250 TURN RIGHT ONTO US-29 AND ARCHITECTURAL REVIEW BOARD APPROVAL 4164 /NNSLAKE DRIVE SU/TE B EQUIPMENT GLEN A421 4 23060 FOLLOW FOR APPROXIMATELY 8.5 MILES. TURN RIGHT AND FOLLOW TO SITE. eoa2f78433 SIGNATURE DATE r I i �'' ,f, - ALBEMARLE COUNTY PLANNING APPROVAL .:, • 2 WORKING DAIS warren williams&associates -:-;- • * BEFORE YOU DIG 736 CARNEROS CIRCLE t� '�' 1y. 1-800-552-7001 SIGNATURE DAIS HIGH POINT `� T 1' TOLL FREE NORTH CAROLINA / ' .5 - ;�'%' . J; APPROVAL MISS UTILITY (757) 450-2288 — 1 7 r,.�i ;R 1 J' 'why e• t �7! NO \ Al • .� • `y, % I VELOCNEL SITE ACOUSMON: SIGNATURE DATE AT&T SIGNATURE DATE o r 7/18/13 TREE SURVEY • - M1_•-t ,`-)- _ - 1 Br ALB CHK OWW APP.!) OWW y"� / i- ,., f! 7/19/13 PRELIM ZONING DWGS• /f / , 2 BY ALB CHK OWW APP'D OWW .^ `' VELOCITEL ZONING: SIGNATURE DATE AT&T ZONING: SIGNATURE DATE •�•— 7 8/4/13 FINAL ZONING DWGS *, f /J 'I__ I` J .1- 3 BY ALB CHK OWW APP.!) OWW rI • ' + _AT&T I ii_ ' VELOCITEL CONSTRUCTION: SIGNATURE DATE CONSTRUCTION: $IDNATURE DATE 4 • i /47111 A „_il ',• V V•+ - SO" 6 1fi# REV. NO. DESCRIPTION BY DATE REV. NO. DESCRIPTION BY DATE itil %I f- f N TREE SURVEY OWW 9/18/13 �TH OF�n ' �-- PRELIMINARY ZONING DRAWINGS OWW 7/19/13 O rrr� i I fin, :Ui; A FINAL ZONING DRAWINGS OWW 9/4/1 3 ��- � � INrw Y� .'.: I t 1 Tl�' „z, , . :.t �� 0 o.wARx>riwIILiAs,� LOCAL MAP NOT TO SCALE I CONSULTING TEAM PROJECT SUMMARY I SHEET INDEX Lic.No.37030 «yu. ,� _,. ,,t ,,,,,+ __.. ,, 4 -....,..y ARCHITECTURE AND ENGINEERING: SITE INFORMATION' T 1 ESC SHEET 9-4-13 `y m. u n F N N S L V AINN I A . WARREN WILLIAMS & ASSOCIATESR CV354 T 1 DESERIHEET �\� :<aa4v;1<, •• - .:. ....:. :..... ........... ....y �. :xev�a. .•1 736 CARNEROS CIRCLE 4575 SEMINOLE TRAIL o N i o -�tQ1"1pitr '•"�.,.M' ,,+zirp.• J.3;MfO., ...+ NO•ci• HIGH POINT, NC 27265 CHARLOnES'VILLE, VA 22911 T-2 LEGEND AND ABBREVIATIONS ,,,� v<.oy. - _Mice?, ��rt,-,• �r!'��,' PROJECT MANAGER WARREN WILLIAMS, PE �!'ZONAL M.rb..s�p'S L..Yw.. '��"'�• �,3hF ./I-n.r �!""�••' MAnYLAN .t'F4•'T0°I'_ - TELEPHONE. (757) 450-2268 N-1 GENERAL NOTES �'"" it...a,,,. rr ... "X-�•' ,a• "••'r ;:,- • -•••• '1+l LANDLORD INFORMATION: nr"Y '+; i x ,n0"."J • -S; i:rsH y'4H.bJ • Ina* . `w MARTIN J. ROMANAC ESTATE AM-1 AREA MAP I vv,a .7.rmrr. f SURVEY: 3721 IVY ROAD :,crrj r ';ten-, Nast.• b.i,,, ,poem f t�:_��,vo.•.� SP-1 SURVEY PLAT ,17..: P` .,•x<.o-• " • s,A t —et,,. �,_^ r "�•° PO X 359�KS, INC CHARLOTTESVILLE, VA 22903 CV354 '.µ-; "'�^�' ,< <�'"< TS-1 TREE SURVEY Vis IN.b .=r••=•r 7r+b+x... =,,,,__may„'_ ' Ion R..iw CHESTER, VA 23831 e«o,ar<. d a;c•xa�r_,_a Anee a F CONTACT MIKE BRISiOW, LS C-1 ENLARGED SITE PLAN RAW -y'T� w rrwr- i R G N i A "F,,,,w° '`' roc IN. ' unsnap. TELEPHONE' (8104) 748-8641 APPLICANT INFORMATION' RAYY LAND , nym f - a yki orq 4 d Fes' (804) 796-5742 AT&T MOBILITY C-2 ELEVATION VIEW PLAZA 1 MONOPOLE �''' ". SOIL ENGINEER' USER COX ROAD, SUITE 300 C-3 FENCE NOTES AND DETAILS • rein, - ,,,.,-.,,�. UNITED rl T E D S I A T E S 'alit.x. Tyr., uas..., r•.1NrA,a '�' GLEN ALLEN, VA 23060 .+ sleee-r_ o+�.� '�- �:'i d GEOENVIRONMENTAL RESOURCES, INC (GER) ••""` .•, ,,• ,°„" vlx�c •.�, Pa. . CONTACT* CHARLES CRAWLEY, PE C-4 CIVIL DETAILS _ 4575 SEMINOLE TRAIL ,r, .... y s; D� cNA<< t - wr�.� TELEPHONE: (757) 463-3200 PROJECT DATA CHARLOTTESVILLE, VA i.a. ` r' ,.,TUT _ r lTE ax.;.d,>: I..N ZONING RURAL AREAS A-i SHELTER ELEVATIONS •.Amu 'Y.` . 'el9g,.'..vn, '.O,r A +�. 4.. ..=x _ ', .re:na-c JURISDICTION ALBEMARLE COUNTY `Auer."..+A.. i " '""' S-1 FOUNDATION PLAN :x-• � fo,N frw vN .�' �t .".,,b,,.,; STRUCTURAL ENGINEERING• TAX MAP NO 33-1A Ii Y .- -'u""_.. ;' i "x.'•a•""' py,.y,, - ..•"" -i WARREN WILLIAMS &ASSOCIATES SITE TYPE RAW LAND `+.0.. _ ,yr ,� 736 CARNEROS CIRCLE TOWER TYPE MONOPOLE 229 "_ _ % ," 'm..w fr °_:, HIGH POINT, NC 27265 TOWER HEIGHT 118• ALBEMARLE COUNTY ,, ^ ;. wr.rlarg sr q.., CONTACT. JASON CANFIELD, P E. LEASE AREA 45'X50' � '•�, y,rp' oae� y� !!• " TELEPHONE. (757) 450-2288 AREA OF LAND "� •T"'"y y - °y�N'""• `i. w. • Nevem ntre.3e,"`"". eFAX NUMBER DISTURBANCE 1400 SF DRAWN BY KMB 1... ny.,a • l.r•N.,N (610) 711-7120 CHECKED BY OWW �';'"Pk- V I/ G I N I A ,� "" `�aI Try DATE 7/1/13 e (( -�- , Deal,. <P'�I UTILITIES •_•�...Kv nm•a`ay< •s: '4 {P""'� *""' _ iFi1 rrN:,:; _..„r w '�an.me,1 POWER COMPANY. ATMJ EEOGRAPHIC COORDINATES 09' 45 859" N COMM NO CV354 /I-ENNESSEB i. ' - • • ..... � ..-• _-"�'--x,_ - - -- - VIRGINIA POWER LONGITUDE.Trt � 78' 24' 52 523" W SHEET TITLE ' + ~� ,�'=' DOMINION GROUND ELEV (AMSL) 416.5' r„x ^ ,. ea„m„ .r .a•k .,,,.<lk CONTACT. CUSTOMER SERVICE un."NN 1 oca r...a; C' A h, TELEPHONE. 1-888-667-3000 DECLINATION �"" 41 , b . N, N A n 1 I N A J > K,,,q 4' TITLE SHEET TELEPHONE COMPANY. 9' 46' W CHANGING BY 1' W PER YEAR VERIZON ADA COMPI IANCF• SHEET TOTAL. VICINITY MAP NOT TO SCALE CONTACT TELEPHONE CUSTOMER SERVICE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. 12 SHEET NUMBER 1-800-826-2355 SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. T-1 . . at&t IIBBIOY PLAZA ZA I 4801 COX ROAD,SIRI8300 GIP91AUF01,VA 23060 ABBREVIATIONS & SYMBOLS LIST LEGEND 7Pl(A74)270-2967 1P, 2P, & 3P SINGLE POLE. TWO POLE. & THREE POLES NEUT NEUTRAL EXISTING NEW A/C AIR CONDITIONING N NORTH ADJFF ADJUSTABLE NAINOT APPLICABLE C CQNC J CONCRETE ■` ,�lO�l��l AFF ABOVE FINISH FLOOR NIC NOT IN CONTRACT V AGL ABOVE GROUND LEVEL NTS NOT TO SCALE /\ = REVISION APPROX APPROXIMATELY OFCI OWNER FURNISHED, CONTRACTOR INSTALLED PROPERTY UNE complete, wireless solutions ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS OC ON CENTER ------- P AWG AMERICAN WIRE GAUGE OD OUTSIDE DIAMETER 0 = NOTE REFERENCE 4164 INNSLAKE DRIVE,, SURE e A OR AMP AMPERE OPNG OPENING BLDG BUILDING OPP OPPOSITE O —,—,— GLEN ALLEN1 VAa D LEASE AREA 804278433 BLK BLOCK OHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER BMR BASE MOBILE RADIO OHP OVERHEAD POWER DETAIL REFERENCE EASEMENT B/S BUILDING STANDARD OHT OVERHEAD TELEPHONE 41111 CU COPPER OZ OUNCE 1171•TI CO CLEAN OUT PG PAGE NW BUILDING (FOOTPRINT) I I _ C CONDUIT SIZE AS NOTED PIN(F) PIN FOUND CB CIRCUIT BREAKER PINS PIN SET warren williams&associates CKT CIRCUIT PJF POLYVINYL JOINT FILLER )J'P/P POWER POLE 736 CARNEROS CIRCLE r CLG CEILING PLYWD PLYWOOD NORTH CHAROLLInA CLR CLEAR PR PAIR 0 TELEPHONE/FIBEROPTIC PEDESTAL 27265 CONC CONCRETE PROJ PROJECT AIIIII = ELEVATION (757) 450-2288 CONST CONSTRUCTION PROP PROPERTY ""^ CONT CONTINUOUS PSI PER SQUARE INCH VPREFERENCE %/ I ASPHALT NO CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED PSF PER SQUARE FOOT 7/18/13 TREE SURVEY DB DEED BOOK PT PRESSURE TREATED 1 BY ALB CHK OM APP'D OWW DBL DOUBLE PVC SCHEDULE 40 PLASTIC CONDUIT. X X X FENCEDWGS DIA, 0 DIAMETER RAD RADIATION 2 BY19 BY ALB ALB/13 PRELIM ZONING CHK OM APPP'D'D OWN DIAG DIAGONAL RECEPT RECEPTACLE DIM DIMENSION REQ'D REQUIRED a 8/4/13 FINAL ZONING DWGS DN DOWN RM ROOM = SECTION TEMPORARY BENCHMARK 3 DET, DETL DETAIL RO ROUGH OPENING ® REFERENCE BY ALB CHK OWW APP'D oww DWG DRAWING S SOUTH 4 DEF DUAL ELEMENT FUSES SW SWITCH 1/4-. ^^ ! w�.�n...i TREELINE E EAST SCH SCHEDULE 5 EA EACH SHT SHEET EL, ELEV ELEVATION SIM SIMILAR = NORTH ARROW ELECT ELECTRICAL SPEC SPECIFICATION 6 EQ EQUAL SQ SQUARE N /i- / CONTOURS EQUIP EQUIPMENT SS STAINLESS STEEL I "7 EW EACH WAY STL STEEL EXIST/EX EXISTING STRUCT STRUCTURAL 14 5H OF`EXT EXTERIOR SUSP SUSPENDED N / 7;-.:1,..A.,:t EMT ELECTRICAL METALLIC TUBING THRD THREADED SPOT ELEVATIONf EC EMPTY CONDUIT THRU THROUGH A = NORTH ARROW49////--‘0/.../Z:cri FIN FINISH TM TAX MAP SILT FENCE ✓i FLUOR FLUORESCENT TNND TINNED WITH MAGNETIC FLR FLOOR TOC TOP OF CONCRETE DECLJNATION 0 O O,WARREN WILLIAMS,JR. .-. FT FOOT TYP TYPICAL - ---- U a GRS GALVANIZED STEEL CONDUIT UON UNLESS OTHERWISE NOTED Lic.No.37030 G OR GRD GROUND UG UNDERGROUND GA GAUGE VERT VERTICAL "O GALV GALVANIZE(D) VIF VERIFY IN FIELD ////////// ITEMS TO BE REMOVED , 9-4-13w GC GENERAL CONTRACTOR VT VINYL TILE i. GPS GLOBAL POSITIONING SYSTEM W/ WITH ���� 4?4,111411 GWB GYPSUM WALL BOARD WDW WINDOW HARD'WD HARDWOOD W WEST `SJONAL HEC HIGH STRENGTH W/O WITHOUT .♦... HORIZ HORIZONTAL W WATTS HR HOUR WP WEATHERPROOF HT HEIGHT XFRM TRANSFORMER HVAC HEATING, VENTILATION AND AIR CONDITIONING CV354 ID INSIDE DIA ANGLE IN INCH INFO INFORMATION RAW LAND INS INSULATION & AND KW LB(S) POUND(S) Q CENTER UNE MONOPOLE LG LONG MAX MAXIMUM Fi PROPERTY LINE, PLATE MECH MECHANICAL MTL METAL 0 AT 4575 SEMINOLE TRAIL MFR MANUFACTURER MGR MANAGER N NUMBER CHARLOTTESVILLE, VA MIN MINIMUM 22911 misc MPH MILES PEREOUS HOUR ALBEMARLE COUNTY MTD MOUNTED DRAWN BY KMB CHECKED BY 0WW TTV DATE 7/1/13 COMM NO CV354 SHEET TITLE LEGEND AND ABBREVIATIONS SHEET NUMBER T-2 . , _ atsct SITE WORK GENERAL NOTES: STRUCTURAL STEEL NOTES: GENERAL NOTES NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY 11RER1YPLA7A1 NOTES: CONTRACTOR - VELOCITEL INC 4801 COX ROAD,SUM 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 1 ALLEN,7A2 PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 OWNER - AT&T 1 THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR UNLESS OTHERWISE NOTED. OEM - ORIGINAL EQUIPMENT MANUFACTURE TO THE START OF CONSTRUCTION. T 1 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES 2 PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 2 ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES AND WELDING SHALL CONFORM TO AISC WHERE FILLET WELD SIZES FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2 4 IN SHOWN ON THE CONSTRUCTION DRAWINGS ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ■` r�IO�I�eI AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL THE RISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES ATTENTION OF CONTRACTOR. \V/ BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE SHALL BE TOUCHED UP 3 ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE complete wireless ,olcations USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND 4164 INNSLAKE DRIVE, SUITE 8 ALLEN, VA AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY 3 BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC GLEN 217 84333060 TRAINING FOR THE WORKING CREW THIS WILL INCLUDE BUT NOT BE LIMITED (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS AUTHORITY REGARDING THE PERFORMANCE OF THE WORK TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) UNLESS NOTED OTHERWISE TRENCHING & EXCAVATION. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5/8" DIA ASTM A 307 BOLTS UNLESS NOTED OTHERWISE SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS ' ` 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT 4 DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. SPECIFICATIONS. 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE warren williams&associates PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, .5,, c RA,cHeS CHCLE POINT 4 IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE NORTNGH CAROLINA REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. 27265 DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR (757) 450-2288 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER APPROVAL WHEN DRIWNG HOLES IN CONCRETE SPECIAL 6 THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH NO UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE7 TREE SURVEY REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS t BY. ALB CHK APED OWW POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, 7 IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE DWGS 3 PRELIM ZONING SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL 6. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 2 BY 7/19/1/1AL3 CHK OWW APED OWW UTILITIES HOT DIPPED GALVANIZED. THE ANCHOR BOLT DOWEL AND ROD SHALL BE STAINLESS STEEL WITH STAINLESS STEEL WASHERS. 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING 8/4/13 FINAL ZONING DWGS CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. 3 BY ALB CHK oww APP'D OWW 6 SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 9 THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND 4 STRUCTURES ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE 7 THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH SATISFACTION OF OWNER 5 THE CINGULAR SPECIFICATION FOR SITE SIGNAGE 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL 6 8 THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE FROM THE BTS EQUIPMENT AND TOWER AREAS CONCRETE AND REINFORCING STEEL NOTES: RETURNED TO THE OWNER'S DESIGNATED LOCATION. 1' \ 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, 11. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. ■� -0II OF / 1 9 NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN ■ ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND GROUND FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY CONSTRUCTION SPECIFICATION FOR CAST—IN—PLACE CONCRETE 12 CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782-000—SAPS—AOOZ-00002, "GENERAL •`N, f� FILL OR EMBANKMENT CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T GSM SITES.' ( � ,/O/. Gf 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF !/ �/ 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE U O.WARRENWILLIAMS,JR. UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL Lic.No.37030 NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED ,.i . ' TO A UNIFORM SLOPE, AND STABALIZED TO PREVENT EROSION OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE 9-4-13"2:1" STANDARD, UNO. Zma Al2. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING L�'CONSTRUCTION EROSION CONTROL MEASURES, IF REQUIRED DURING 4 RENORCNGTHE INSTEEIG NIUNLESS SHOWN OTHERW SMUM CONCRETE COVER E�ONL BDRAWNGE ISED FOR - •�I/•ti/��SIONALCONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL JURISDICTION'S CONCRETE CAST AGAINST EARTH 3 IN. SOIL COMPACTION NOTES `..N. GUIDELINES FOR EROSION AND SEDIMENT CONTROL 1 CONCRETE EXPOSED TO EARTH OR WEATHER. FOR SLAB ON GRADE 6 AND LARGER 2 IN. 5 AND SMALLER & WWF 1 1/2 IN. NOTES: C V 3 5 4 CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THEXGROUND 1 EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED RAW LAND NATURAL SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED. SLAB AND WALL ....3/4 BEAMS AND COLUMNS. .1 1 IN 1/2 IN. 2 COMPACTION CERTIFICATION. AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED MONOPOLE 5 A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE. CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 3 AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED 4575 SEMINOLE TRAIL 6 CONCRETE/EXPANSION ANCHORS SHALL BE STAINLESS STEEL. SOIL" BASE SHALL BE COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT INSTALLATION, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED LEAST 90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C. CHARLOTTESVILLE, VA PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO 2291 1 MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS 4. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" MINIMUM CRUSHED SHOWN ON THE DRAWINGS NO REBAR SHALL BE CUT WITHOUT PRIOR STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE ALBEMARLE COUNTY ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. NATURAL OR CRUSHED WITH 100 % PASSING 1" SLEEVE. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR COMPACTION EQUIPMENT: CHECCKKED BY oww APPROVED EQUAL. TTV DATE 7/1/13 HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMM No- CV/ 54 COMPACTOR OR JUMPING COMPACTOR. SHEET TITLE. GENERAL NOTES SHEET NUMBER N-1 { ''lEd. rrr>t� -rit , at&t FI4IIL I. ) % N A 111271Y PLAZA 1 4901 COX ROAD,sum 3oo 1- ), '1 .Z7 nc 2702957 pi I _ ie lier J ■velocitel .. - 1 I. • .. ... I ia 1 cif:5: .--I :Er) �- . -I i Pri comptete wireless sotutions 1:1 rr • 1 .ii u"i{ II 1 c :II r �.IJIs II - L 'j Lit •- •i I i f 4164GL KtT; 4 33060 B r.I `pic,.t. 7 • 'g, s - - 1-.1 :fit I warren wllliams&associates w :� - �. 736 C.4RNEHIG POINT ma r. t RCLE 1 .i J" -4. fs - +-•ti NORTH O CAROLNA -�"il- -•�-y • - IT iltli) NU 1 L� +' (757) 450�2288 .. li Z - 1 1 I I .j 7/18/13 TREE SURVEY re. . ,. �, •• •� J�L:.r IL� � L C + �.. 11 1 BY ALB CHK OWW APP'D OWW s ••., _: r ' • 1 1-k.i■•'we,; . �(} •i' 7/19/13 PRELIM ZONING DWGS I ` ■ M. .,•r �r.� 2.11. Y,,311.1J•ir--: i...III...1 l 11 I O0 2 BY ALB CHK OWW APP'D MAY � R r 1. • r ' J�. ,' 2� t` 3 BY8/4/ALB CHK OWW 13 FINAL NO PP O OWW &A..% ,.r ti �'1- �,�, y trilfir. ".:71. 4 th I M. I s VII n ,a' 9 fici iii-5-74. r H 6 1 • j5 '■,ram ' �' �{ ` ..�. -•- 44.. .N♦N� / 1 'L . jorki • •� ..• , -: a O.WARREN WILLIAMS,JR 14,1 l:'� :E+�y.#- 14 S r_=irk_ Z J a _ Lic.No.37030 bi% #Y1114N-7 III 3 \..:.101,4 lic.,L.6.5.1 _ . .7,r, ta vx:••.-6,A, 9-4-13 ,____Hc:Liri::.,....p.: .....;. . .. 07., , hi /I Is ..,....6.i ., 0 l r. • ef . .to l. , �4ty . /11 rI : * . .....3/'.&IONAL 401 CV354 r : __ �,.- I• + RAW LAND •.� •I FL T -_ 0 L - .o W.d I . i• - '� _}•r iL, I MONOPOLE I 71} ' {l':1 �' L .•'l' I 11( 4575 SEMINOLE TRAIL 11G; 5,..I �ti�1� �r 1 CHARLOTTESVILLE, VA 229, 1 ,-, y �; �. I il h- 1''Iti r- ALBEMARLE COUNTY DRAWN BY i 1 �+ I 1KMB _ki •�L f1. 1 • rS� + CHECKED BY OWW LIB r • ,,{,yam t TTV DArE 7/1/13 r MIs '1T� , COMM NO- CV354 12 sHEEr nn- 1.11II \ , �' 7 ? 11 \ / . yAREA MAP r .�� i ���3 I `� P. i1 '�• LILY SHEET NUMBER So AREA MAP FOR 11•X 7-PLOT - 1' = 150' 0 150' aoo AM-1 i • / \\' `'� / !/ /..- N REVISIONS BY NEn GENIK1 N 11G rM.D33ao-m-ao-omoo _- ....• NEXTmElGlPN LLC. DO.3257 PG86 \ ________9.•...1 \ Oe.15N,east, IW O].IW-W-170-000-011N \ 1 \ f • PROPOSED 116(ACE)MONOPOLE \ REV=416.53(MN \ V 1 / f ATITUDE(RUDE 7874''552.523" \ �4E56•. soar % / ` PROPOSED I. .,;_•���c��-..•.. !' �/ )\ 56 a 45'LEASE AREA Lineal ___ - / ( ^ ai ~ 2.250 50.Fi-0.0517 AC. .�x. s / / In 1 co 1 DMARTIINa 438 IC.IYZ(AC.ZSTC.7S S �II = Y• co a \....- - J'.' ; // I r!/,�f�/, Igt-v DR.III6,IG.6O4 i I O 'I TY.05300-00-00-00II0 ( ' �1 ram, Na.4675 SYYINOLY TRAIL [ 4 :I' E r _ 'f ' J/ I l ,a1 / iit N3497'26'EI --' - "- ..J— CO K '" PONY - --,y. ^3 \ I `--i_------- _ / -- — ./ ,,,, 00 ,iy.......10o.0j ls a!,pi 7� AFPROX.W11$a 100 TEAR, ZONY _-- ---J, ______- '—. '/ GLOOD PINN Ifffl GPoY YAP _ N//�� NUMBER:5003C01150) ___ - --I '\ r_----- _ •�--> NEXT IENZICD LTC. ------- --- -^ -`- ` '- / .oDD3.115'4.PCDc m /i ^..►- — ' /' A � ---- TN. lice _ I / J pi ,r YONS ...... / /PPROX,iERRINOGTCN a •%,% 1'� PROPOSED / �' � Q J N 2aNS -• PER DB.OD PG 115 x. / # 2LI ACCESS$ - J CC Q 7 "AE' �.. ; UTILITY EASEMENT �1 -titi: - ^ • \ j`/ NEC QNERA11hT(1 L.Lc / /\ --"- `�_ '- / W ^Y" 00..1531,PG61f ___--� -� Z; —Ion 7`^ /•^/ \ Yoss n_avro-ro-ro-oosro \ I I „ ` / }' M O J / ,,, __ \ Nwxoz Inn a Isa nut \\ �f ``---�_ --'_ / i I W W(>. , • FLOOD PAN((Fos Maim* I •• / 1� YO YONY Mn®t S1alCmt50) N —L__ ♦ __-_- _ N y W Z------------ • N IA fONY rZ!�� I N \ \ -•.`. - .''--�'-�__ M in N. I O PROPERTY KSIMEN LL.C. 1 1 'P; 1 STORY 1 V CAR- \ ce \\` lL 1� - -` - W297 oe.�74 PC.3ro I / 3y'/�\ n..aiiso-s0-s0-C \ ` / BWCI( PORT ` Z120'E 549.22.(T01A1)JI r itlt— OM MRCS \\ A 1�7 A6.17, 1 345-6-6 n6 --.c-- ___ c_______ —_______. H n N In MBA 15•♦ , —N2TIIDE MOM y1 _-------_-.____-_ - _ Ylagl .VAUL (g ---"___ �•-•.____-__--- L/P 15'0IP ga, CD SEMINOLE ' TRAIL \ H 5 SCALE. 1'-60' SCALE: 1•=20• 0 30 60 120 (U.S. ROUTE NO.29) 0 10 z0 40 60 " SITE INFORMATION DESCRIPTION LEASE AREA ACCESS & UTILITY EASEMENT PROJECT INFORMATION TOWER DETAIL VICINITY MAP:: N.T.S. N 50.00'z 45.00'Lease Area-2,250 Sq.Ft. ZO'Access&Utility Easanfnt SITE NAME CV354 SEMINOLE TRAIL ,1 l)) o Beginningat a YDN Monument Found on the Southeastern right-of-way line of S%erde real Beginning at a WN Monument Found on the Southeastern rylt-of-way he of Seminole Tool SITE NUMBER CV354 JJ 00 TAX PARCEL # TM.33-1A (U.S.Route p29);bcomerg the Southwestern most comer of the Subject Property (U.S Route/:29}big the Southwestern most caner of the Subject Property U (111..03300-00-00-00fA0)sad o comer In common.nth the Next Gnromf,LLC property (111_03300-80-0O-001A2)and a owner n common.la the Ned Generation,LtL property SITE ADDRESS 4575 SEMINOLE TRAIL . (11L Ox thaw 03300-0D-00-005C leering said point along the,tWt-of-ray lie of Seminole (TM.03300-00-00-OO5C0);these leasing said point Song the erg ht-of-.ay line of Seminole CHARL0L5VILLE,VA 22911 DEED REF' DB•438, PG 112 Trot(US.Route k29)end the subject property N2711'20'E a d'stnw of 402.05'to a point Thal(U.S.Rate A29)and the subject property N2711.20'E a distance of 402.05 to a pont / v (PLAT) PG 115 .aid point being on the eootheoeten right-of-way One of Seminole Tool sad being the bold pant being onthe southeastern right-of-way line of Seminole Trot and being the OWNERS NAME' MARTIN J. ROMANAC ESTATE DB•1116, PG 504 canteen.old beginning pant of a Proposed 20'Access and d Utllty Easement twee menthe and beginning pont of a Proposed 20'Access and Utility Easement m t thence leag said right-of-may line along the Centerline of the Proposed 20'Arose and Betty[cement said right-of-hay Ike Song the Centerline of the PropooM 26 Acmes and B tty Eaeennt 3721 IVY ROAD 93410'44'E a detane of 34.98'to a pont thence S3T56'05T a de lance of 41.58'toe 584'4T44•E a distance of 34.96'to o point thence 53756.05.E a distvxx of 41.58'to a ZONING' RURAL AREAS point thence 55552'34't a dWnw of 32.34'to a pant said poet beng n the centerline of pant then 55552'340 a Mane of 3234'to a pont sold point being n the entente of CHARLOTTESVILLE.VA 22903 ,4 said Easement and the...ten most line of a Proposed 50'x 45'Loom Area and bang the said Easement sad the.eaten most F e of a Proposed 50'x 45'Lame Area and berg the �,s� & , O end pont of said 20'ALA and Utlity Easement thence along the western he of said Ewes end point of Did 26 Access and Uti6y Easement ANTENNA CENTROIDS Vsa'"N firSe r'G Arsa N349T26'E a distance of 2500'to a pont said point being the Northern moat ewer of f JURISDICTION ALBEMARLE COUNTY sold 56 x 45 Lem MA cod bang the begnnng pont of said Lome Arta;thee.leering said APLHA: LATITUDE N 38'09'45 859' LONGITUDE: W 78'24'52.523' pont D a direction of S5552'341 a&tom of 45.00 to a pont thence 5349T26'W a deem of 50.00'to a point then N5552'34'N a distance of 45.ar to a point thence N54• GROUND ELEVATION 416.5'± (AMSL) O 1C E. e Tf2r DISTRICT- RIVANNA 0726.E a&tame of 5400'to a point said point being the original Does of beginning sad v Lie Na.1305 y sad poor of bid Proposed Sty.45 LAM Ana and containing z,250 egad.Mt she/or PARAPET ELEVATION- N A III7-16-2013 0.0517 acres of Ind ACCORDING164- TO FEDERAL EMERGENCY MANAGEMENT BASIS OF ELEVATIONS: GPS OBSERVATIONS RECORDED ON 7-16-2013 AGENCY MAPS, THE MAJOR IMPROVEMENTS IN THISl4kb suxg0°1- PROPERTY APPERAR TO BE LOCATED IN AN AREAS SUB-METER ACCURACY TO NEAREST FOOT ICS DESIGNATED AS ZONES AE & X', AREAS OF MINIMAL FLOODING MAP 151003C 0145D; EFFECTIVE DATE. BASIS OF BEARINGS GPS OBSERVATIONS RECORDED ON 7-16-2013IHr 2-4-2005 o SITE SUB-METER ACCURACY TO NEAREST FOOT s NO WETLANDS AREAS HAVE BEEN DELINEATED DRAWN Vs 15- N.B.M. A BOUNDARY SURVEY WAS NOT PREFORMED FOR THE "°" CHECKED Be PREPS RATION OF THIS PLAT. PROPERTY UNES AS �-- M.E.B. SHOWN HERE WERE COMPILED FROM TAX MOPS, DEEDS 8 BUMS DATE & PLATS OF RECORD HARVEY L PARKS, INC. MAKES q 7-16-2019 NO WARRANTY EITHER EXPRESSED OR IMPLIED AS TO S goPOT SCALE THE ACCURACY OF THE BOUNDARIES AS SHOWN ON LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON NADB3 1:1 THIS MAP. AND ELEVATIONS NAVD 1929 (CITY OF NEWPORT NEWS CONTROL DIUWNO NNE MONUMENT STATION 45003) CV954 APPROX. TREE HEIGHTS SHOWN. AS TREE CANOPY MAYSH S Mow CHANGE AS LEAVES COME IN This sunny has been made without Me benefit of a tide search and is subject to any uses recorded and S P - unrecorded and other pertinent facts At which a title seaman may disclose. / /.i APPROX LOCATION OF / / ...-- HERRING TREE TABLE �� RUN / / a l�` / / D GROUND TREE HEIGHT TOP TREE PER DB 438, PG 115 / / 6. N m TREE TYPE ACTION ELEVATION (AGL) ELEVATION �/ / (AMSL) (AMSL) / '/ / . - 1 30" POPLAR FERTILIZE 425 75' 100' 525 75' .�1�DP � / 9� 0 2 24" MAPLE FERTILIZE 414 43' 78' 492 43' (aosLa — _ _ • /� \\ / / / / 0� \,/ / •X _, — / ■veloc irel , ....._ � \ i / / \ .-;tm.piete w.reiess sc:ut or< 7 \ / \ 4164 /NNSLAKE DRIVE SUITE El// �. , \\ GLEN AL EN, A 23060 / i \ / 024"MAPL; \\ IrirriM / 78 f A \\ warren williams&associates / ., \\ 736 GARNEROS CIRCLE R/CH Pow - I 1 NORIN CAROL/A44 27265 1 2 1 1 (757) 450-2288 I "i \ 1 ■. 3 O4I No I \ 1 7/18/13 TREE SURVEY • \ I 1 BY ALB CHK OWW APP'D 0WW I I 7/19/13 PRELIM ZONING DWGS I 2 BY ALB CHK. 0WW APP'D 0WW I I 1 I 8/4/13 FINAL ZONING DWGS / D I 3 BY ALB CHK 0WW APP'D OWW A ,J PINT PATIO 4 11 i r, •._.,_t'•. i' f �\ `� \ ` TREE NUMBER 1 IS THE REFERENCE TREE USED FOR POLE 5 \ I �/ x j �\ SIZING THE HEIGHT OF THIS TREE HAS BEEN VERIFIED TO BE e \\ ; * a I �--J/ \ 1 STORY CAR— 100' AGL AT A GROUND ELEVATION OF 42575' AMSL. \\ yt� ,; \ BRICK PORT \ i aid 3 OPLAR '�` / BASED ON ALBEMARLE COUNTY POLE SIZING REQUIREMENTS OF \ / . i 9'± AGL _ 'itiY j \ \ \ \ ' . . PROPOSED TOWERS BEING 10' ABOVE THE REFERENCE TREE, ` �PtiTH Op\\ / :`wa / / THE PROPOSED MONOPOLE SHALL BE 118' AGL AT A GROUND $ r \ / i�+' `"/ 0 e / ELEVATION OF 417' AMSL. 1�� 3 3 5 8 7 : q �/--- ems.�- �,- / °t / W IRA 0 o.WARREN WILLIAMS,JR. \\ / , a �' / / Lu � `\ ( •` \Z� ? Lic.No.37030 : I 0) �� . I :. o 0 9-4-13 w 0 H WIRES �,,:11 _ A6:- 1-63 _ 345-8-65 — �5SIONAL �/ e37- I 15"CMP \ —N27'11'20"E 549.22' & \• ®VAUL \\ CV354 E/P — \15"CMP \SIGN MONOPORAW LE SEMINOLE , TRAIL SITE NOTES n PROPOSED AT&T 45'X50' LEASE AREA. 4575 SEMINOLE TRAIL ❑2 PROPOSED AT&T 35'X40' FENCED COMPOUND WITH 11'-5"X28' CHARLOTTESVILLE, VA T Tf [\/ /�/(t�J\1 EQUIPMENT SHELTER. (PAINTED JAVA BROWN) 2291 1 ( V • 1J . ROUTE NO.2/ I 3 PROPOSED AT&TITY12' GRAVEL ACCESS ROAD WITHIN A PROPOSED 20' WIDE ❑ ACCESS/UTILITY EASEMENT ALBEMARLE COUNTY El PROPOSED TOWER WILL BE 10' ABOVE CHOSEN REFERENCE TREE, SHALL I I MEET REQUIRED 1.1 PROPERTY UNE SETBACK, AND SHALL BE WITHIN 25' DRAWN BY KMB CHECKED BY Kowvi MB OF REFERENCE TREE DRIPLINE Sty DATE. 7/1/13 ❑5 REQUIRED 25' SPACING BETWEEN PROPOSED TOWER AND DRIPLINE. COMM NO CV354 SHEET TITLE TREE SURVEY SHEET NUMBER 40 TREE SURVEY AND SITE PLAN FOR 11.X 17" PLOT - 1" = 40' 0 20' 40 TS-1 50.0' / t SITE NOTES }�} .c, � 1 PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF at&t 40.0— 1 SAPLOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND J / CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. I /ICBEFORE YOU DIG, CALL "MISS UT1U1Y" AT 1-800-552-7001 THE CONTRACTOR SHALL �'Y""" 4R01 COI ROAD,.SUM 300 = M M M . ■ � � ■ .�_ ■ ■ BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTIUTIES DAMAGED G16NAllEN,,VA 23060 DURING CONSTRUCTION 'ffi(80'u70' 7 ,�� 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE 4 � I WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT = ��/ � ARE FIRST FUNCTIONING AS CONSTRUCTION INDICATED nON AND CHECKED PERIODICALLY TO ENSURE THEY I = I = • 3 THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED ■velocirel = �I = I \• 4 ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSOILED AND SEEDED complete wireless solutions I I \\\ TO RESTORE A PERMANENT VEGETATIVE COVER 4164 INNSLAKE DRIVE SUITE B GLEN ALLEN, VA 2J06G / III = \\ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS 804 z1784JJ / _r \ ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC THAT MAY BE CUT, OR THAT ARE / \ DAMAGED DURING CONSTRUCTION. C J _ / -i 1 = I \ 6. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE VERIFIED IN THE FIELD. THE ' ` • A • (Jl U °� � \ MAGNETIC DECLINATION INDICATED IS CALCULATED BASED ON THE LATITUDINAL AND I I = I �1 LONGITUDINAL COORDINATE GIVEN BY HARVEY L. PARKS warren williams&associates 0 37 736 CARNfR05 CIRCLE 1 = 1 HIGH POINT 27265 II (757) 450-2288 I NO 18 SURVEY I I 0111:: I 1 BY ALB CHK OWW APP'D OWW = I 1 0 = I I 7/19/13 PRELIM ZONING DWGS I 2 BY ALB CHK OWW APP'D OWW I = 1 I I 3 8/4/13 FINAL ZONING DWGS um _1 , 1 r� III . I BY ALB CHK OWW APP'D OWW I = I / 4 / ' \ ; L)D 0 IO II 5 0 �%tit'f . ..4. /// 6 "- V��� moo - �. -. 7----7Y1-1 0/7.....**\, 0 o0Oo�Da a0 .� .Qo 0 00 0 0 o c� o& -•o• ►o�}��O�oO�o �' r� > � o)0ol 0' • DO O° 00000 C I�T/ --�� - �f <)CCY) °01 ik 0 aft I :c c O o �co °woe` 0 O 0 O .. Q v. Q O ��} 0. •fit O.WARREN WILLIAMS,JR. a ��O o�O00 �` �'C1j., • 0*�s' Q0Q(1"�'" CONSTRUCTION NOTES O 0 �, Qom t •c 01 �•+�� O Lie No.37030 13 3O 0 00.0QaO `y►9•�I,0. ea,o �ii0n oo n NEW AT&T 45'x50' LEASE AREA. 9—4-13 W a�OO o0� ��t ► '/ O 5)0 �0 O O : S( 1�� . o' cO C�QQ c O4 2 NEW AT&T 118' MONOPOLE (PAINTED JAVA BROWN) SEE SHEET C-2 FOR • , OO 11" !U(,\� �T 'OO O v D� ❑ ELEVATION VIEW. �� �� O .• ���, 01/1 w � .� ,� ,� Ai Alb NEW AT&T 11'-5"X28' EQUIPMENT SHELTER ON CONCRETE PAD SEE SS 14.0w��r4�� I- ❑ SHEETS A-1 & S-1 FOR DETAILS �IONAL� 4 NEW 35'X40' FENCED COMPOUND. FENCE SHALL BE BOARD ON BOARD. SEE 6 I,,�.O:I•Qb� ❑ SHEET C-3 FOR DETAILS. 1•;,�, ❑5 NEW 12' WIDE ACCESS ROAD. SEE SHEET C-4 FOR DETAIL is•`• 0 lb° C NEW GRAVEL HAMMERHEAD TURNAROUND/PARKING SPACE. TYP OF 2. SEE CV354 mho 0 I.O'= c ❑ SHEET C-4 FOR DETAIL RAW LAND qIII 17 I NEW 20' WIDE AT&T ACCESS/UTILTY EASEMENT. Watt ��0�0` MONOPOLE 7 �� , mob. 5NEW AT&T ICE BRIDGE (APPROXIMATELY 7' IN LENGTH) WITH 2 RUNS OF 6 ON 6 1 QO.,r�+ 0 si ri COAX INTO SHELTER AND UP INSIDE TOWER ^�O���`�� �C Ii GPS SHALL BE MOUNTED ON ICE BRIDGE SUPPORT POST CLOSEST TO SHELTER. 4575 SEMINOLE TRAIL 4:.,. c; Ri Apoie D \off 10 NEW AT&T UTILITY STAND CHARLO�T291 1LLE, VA > • / T E SHEET TS-1 FOR DETAIL / c 11 REFERENCE TREE USED TO DETERMINE TOWER HEIGHT. SE L / 8 .„. / ❑ ALBEMARLE COUNTY ����_- GL1 1 12 PROPOSED TOWER SHALL BE LOCATED 25' OR LESS FROM REFERENCE TREE DRIP DRAWN BY KMB / . zoo 0 / ❑ LINE PER ALBEMARLE COUNTY ORDINANCE CHECKED BY OWW / 11 • / T1V DATE 7/1/13 11 / 00�0. �_ I-1 AREA TO BE CLEARED AS NECESSARY COMM NO CV354 /1/13 '1,••A.�� �_ - SHEET TITLE �)�'• • / ENLARGED SITE PLAN 4/10000 .1.' . �/. / / 1^ ._lr 1--)••_,� [\ A \ SHEET NUMBER ENLARGED SITE PLAN FOR ;;"X ;6' PLOT-PLOT- 1" = ;0' 0 5' 10' C_I NOTES. DIMENSIONS: 1. MONOPOLE, GROUND EQUIPMENT, ICE BRIDGE, CABLES, TOWER— _ atsct ANTENNAS, AND THEIR SUPPORT ATTACHMENTS SHALL BE 30" DIAMETER MAX AT BASE o �� PAINTED SW #6090 JAVA BROWN. 18" DIAMETER MAX AT TOP a LIGHTNING ROD— /,? s��I N w �,�p �300 VA 23060 2. ALL VERTICAL COAX SHALL BE RUN INSIDE OF MONOPOLE. 2' IN LENGTH z;/o 'ffi/°'°DUN ''° ' 3. PROPOSED LIGHT FIXTURE SHALL BE SHIELDED IN 1" DIAMETER AT BASE TAPERING TO A POINT :;/� 4.. N ANTENNAS— n7/_. ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS AND ,�Q; °F OPERATED BY MOTION SENSOR. ALL PROPOSED LIGHTING IS (3) © 71"X12"X6" /� II veloCirel FOR TEMPORARY MAINTENANCE AND SECURITY USE ONLY. MOUNTED NO MORE THAN 12" FROM TOWER ;%Q I THE SIZE OF EACH PANEL ANTENNA SHALL NOT Al ` Ca�R1e �. a e5s 5o u1 0r EXCEED 1,152 SQUARE INCHES *iv 4164 /NNsLAKE 80427D8433SuITEB GLEN ALLEN, VA 23060 . TOP OF NEW 2' UGHTNING ROD &3)/3`E1TMAs&T PANEL ANTENNAS ( / jk TOP OF NEW MONOPOLE TOWER - - - - I� 1 , :_ 1 liki HEIGHT = 118' (534.5' AMSL) (3) NEW AT&T SBNHH-1D65B ANTENNAS & 3 TMAs PROPOSED warren wi®iams&associates O C1 .' I MONOPOLE TOWER 736 CARNEROS CIRCLE HIGH POINT b HEIGHT = 115' ® RAD C/L 1M�1H ```�' PAINTED JAVA BROWN NORTH CA20265 AZ _ g�:�TROE NOR1N) ( B1 (7s>) 4sG z2aa )—.1-----1:- (3) NEW RRHs MOUNTEDNO TOP OF REFERENCE TREE CANOPY — — — — — BELOW ANTENNAS , 7/18/13 TREE SURVEY 1 ch. HEIGHT = 100' (525.75' A S I BY ALB CHK OWW APP'D OWW �6) 7/19/13 PRELIM ZONING DWGS II NEW 118' MONOPOLE \9�A 2 BY ALB CHK OWW APP'D OWW 4 PAINTED JAVA BROWN rT�G��T 8/4/13 FlNAL ZONING DWGS G 3 BY ALB CHK OWW APP'D OWW �Pi F2oti 4 9,1 s �J TOWER HEIGHT EXPLANATION: �j s Y/ —GROUND ELEVATION AT THE BASE OF THE REFERENCE TREE = 425.75' AMSL I� —REFERENCE TREE = 100' AGL 2 ANTENNA MOUNTING LAYOUT �TH OF\ C-2 NOT TO SCALE Qs� / ' —TOTAL HEIGHT OF REFERENCE TREE 425 75' + 100' = 525 75' AMSL O� �l,e% `' 1 —GROUND ELEVATION AT PROPOSED TOWER = 416.5' AMSL �(U lam.P�r% NOTES O 0.WARREN WILLIAMS,JR. .— �1 —PROPOSED TOWER = 118' AGL 1 THE DISTANCE FROM THE OUTSIDE FACE OF THE POLE TO THE O 9 OUTSIDE FACE OF THE PANEL ANTENNA SHALL NOT EXCEED 12 INCHES Lie.No.37030 4 -TOTAL HEIGHT OF TOWER. 416.5' + 118' = 534 5' AMSL 2. PROVIDE KELLUMS GRIP AROUND CABLES AND HANG ON EXISTING ,,0 Q' ♦1% J-HOOKS W/ STRUCTURE. �j 9-4-13 i HEIGHT OF TOWER ABOVE REFERENCE TREE: 534,5' 525.75' = 6.75' 12" MAX O 1' 't 0 (AMSL) ABOVE MEAN SEA LEVEL ��S�IONAL > r1 I (AGL) ABOVE GROUND LEVEL ` / ANTENNA 4.- =� uuii CV354 DOWNTILT BRACKET RAW LAND NOTE PROPOSED 11'-5"X28' AT&T EQUIPMENT 7 MONOPOLE DETAIL IS NOT TO SCALE BUT IS SHELTER ON CONCRETE PAD WITHIN A I RA I FOR ILLUSTRATION PURPOSES ONLY. BOARD ON BOARD FENCED COMPOUND _ _ PROPOSED D C COUNT(TOWER IORDLL IINANC OEET RDINANCES. ALBEMARLE 4575 SEMINOLE TRAIL 2-3/8" OD GALV PIPE MOUNT CHARLOTTESVILLE, VA 22911 ��� ;ICALBEMARLE COUNTY mi DRAWN BY KMB PROPOSED RRHs MOUNTED CHECKED BY OWW BELOW ANTENNAS TTV DATE 7/1/13 COMM NO. CV354 TOWER ELEVATION HAND HOLE —\�/ SHEET TITLE.411 ' � PROPOSED MONOPOLE � FINISHED GRADE ® REFERENCE TREE � GROUND BA- ELEVATION = 425 75' AMSL +/- ELEVATION = 416 5' AMSL +/- GO ELEVATION VIEW ANTENNA MOUNTING DETAIL SHEET NUMBER NOT TO SCALE C-2 (SD - NOT TO SCALE 6'-0" VARIES - SEE PLAN 8'-0" TIP at&t O BETWEEN EACH LINE POST LIBERTY PLAZA l 4801 COX ROAD,SU178300 GURNA1IFV,VA 23060 TEL(804)2702967 / t /7,., —, 1 IIII velocitel / / \ \ I ample..' : -.'less sorttions I I / / \ \ I 4164GLENSALLEN,✓A 23060 G 1 — — / / \ \ oEXTERIOR FACILITY 8042178433/ / \ \ d _ ___ _ SIDE 1 SIDE / / \ \ I co I • © I Q 2 5 I / \ /// \\\ © O warren wakens&associates / / I \ I 736 CARNEROS CIRCLE I HIGH POINT NORTH CAROLINA 27265 O — it y — — (757) 450-2288 i— -� `✓b -� --. O NO I c -. 3 2: -•z-s. • ;j 4 . ° ':S ,} _ .• A I . .,.;' "'3 -`4f 7/18/13 TREE SURVEY '( I ° 11 11=II=I1l1i,:=A=1 11=11=11=IF11=11 11 11=1 d1 11 1 I %1=i1 IhII—1 ii ll=11=11 11 1(=11 IFII 11=11 -I= p ''',=II . 11' I 11 II- 1 II�IhI I . 1 �a11 1I:11 111=I n -IE ; I-11 11=1AIL n „�0 1=71, ��1 .11*1 II . , .11:1L, �If=1�I BY ALB CHK OWW APP'D OWW f .4a c 4 v7/19/13 PRELIM ZONING DWGS a a 6 I a' o' ° 2 BY ALB CHK OWW APP'D OWW DWGS 13 o_ I - u I .° a. I :o N �I 3 BY4/ALB CHK L OWWINGAPP'D OWW o e° o I ° ° 7 � 0 4 n 0 e n t I O 5 s 12" TIP '-OH OF Q COMPOUND FENCE DETAIL �•rA iNO SCALE I/O f 0 0./W/ARRE WILLIAMS,JR. 9 REFERENCE NOTES. Lie.No.37030 OCORNER, END OR LINE POST• 4" X 4" TREATED LUMBER SPACING FOR LINE POSTS IS 8'-O" TO MAX. �,�j 9—4-13 , , 02 TOP RAIL & BRACE RAIL. 2" X 4" TREATED LUMBER O3 1" (NOMINAL) X 6" - 8' DOG BARRED FENCE BOARDS. ���SIONAL � CEDAR PREFERRED #1 TREATED ACCEPTABLE. ® 3" MAXIMUM CLEARANCE FROM GRADE® NUFE IILPRORNTO INSTALLATION. TTPICAL GATE HOLDER VERIFY LBOTHON GENERAL NOTES: CV354 SIDES OF GATE. 1 INSTALL FENCING PER ASTM F-567 RAW LAND © GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME. 2 INSTALL SWING GATES PER ASTM F- 900 MONOPOLE 3 LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT OPOST CONCRETE FOUNDATION (2000 PSI) SHALL BE COMPLIED IF REQUIRED 4575 SEMINOLE TRAIL 4 USE GALVANIZED (OR BETTER) NUTS, BOLTS AND WASHERS TO MOUNT ALL SIGNS (SECURED THROUGH FENCE BOARDS). CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY DRAWN BY KMB CHECKED BY OWW TTV DATE 7/1/13 COMM NO. CV354 SHEET 11TLE FENCE NOTES AND DETAILS SHEET NUMBER C-3 NO.21 COARSE AGGREGATE �2 at&t (3" MINIMUM) \ 1" MIN. ABOVE CONSTRUCTION OF A SILT FENCE 1 SET THE STAKES 2 EXCAVATE A 4"X4" TRENCH REMOVE ORGANIC MATERIAL EXISTING GRADE (WITHOUT WIRE SUPPORT) UPSLOPE ALONG THE LINE OF 12.-0" STAKES Il8@CIY PLAZA 1 EXGISTING G 1 1/2" PER 6' CX SLOPE 1 1/2" PER 6' OF SLOPE ]COX ROAD.VA 23060 s�0� '4f?- ;:- '- ---____ _ _ TEL 0104)270-2967 v-5:1/2" MINIMUM =P, I / -'I�I- III— AT CROWN' I 111 ET I I_I I I T 1 1_I l t_/t i_I I I �1 T I-I 1 1-I I I-I �DW 1' ve oc e 1 I 1=1 I =111=111=1 1=119191 I\ GEOTiFABRIC '-II—I 11-111-1 I I-1 1 1-1 11 1mpiete w,reles sotutior4164 INNSLAKE DRIVE, SUITE B 3 STAPLE FILTER MATERIAL 4. BACKFl GLEN ALL , VA 23060 LL AND COMPACT SHEET FLOW INSTALLATION 8042178433 TO STAKES AND EXTEND THE EXCAVATED SOIL REQUIRED PERSPECTIVE VIEW) WHERE EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILLVERIFY WITH CONSTRUCTION IT INTO THE TRENCH 1 1 MANAGER PRIOR TO BID _ I OA CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE 5 A A , ' A CONSTRUCTION SITE AND ROADWAY AREAS THE CONTRACTOR SHALL COMPLY i Apr , - WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT — % % 1 L 1 FLOWS - - C- warren wiWarns&associates WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION & _7 �� _ 1I_ FOUNDATION WORK AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED f�- /-r l �: 1_I —3i T I 736 CARNEROS CIRCLE _ i 11- —III— HIGH POINT THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR - /��/ 011 -III — — �j 1` NORTH C ROLINA UNSTABLE SOIL CONDITION �'L'�ll - �. i I I 1-1TI—I 11—I 27265 • III IIIl'11 FLOW II=11'I 4" POINTS A SHOULD BE HIGHER THAN POINT B (757) 450-2288 BO ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT =III-" NO A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS DRAINAGEWAY INSTALLATION OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. (FRONT ELEVATION) 7/18/13 TREE SURVEY 1 BY ALB CHK OWW APP'D OWW C-4J SF TYPICAL ACCESS ROAD CROSS SECTION SILT FENCE 2 7/19/13 PRELIM ZONING DWGS NOT TO SCALE NOT TO SCALE Br ALB OWW APED OWW AN 8/4/13 FINAL ZONING DWGS 3 BY ALB CHK OWW APP'D OWW 4 SEE PLAN FOR 5 GRADING 6 6" NO 3 COURSE AGGREGATE -4° ccil or FINISHED GRADE 7 — tot 0 t// Gv—i ��`� -1 11-1 11-1�1-111 _ O.WARREN WILLIAMS,JR. I I-III-III-III-III--III--III--III--III-I =111E111E111E111E111E111E111E111E111-11 Lic.No.37030 11-111E111E111E111E111E111E111E111-11 I r- SECTION - GRAVEL PARKING TU N AROUND a = 9-4-13 �' '' (OUTSIDE OF FENCED COMPcUND) PROPOSED BOARD o-ems e ON BOARD FENCE m I�NAL C-4 NOT TO SCALE PROPOSED AT&T CONCRETE u-) 1, EQUIPMENT PAD (TYP) tL 3/4" CRUSHED STONE— �.%• o (#57 AGGREGATE) _ CV354a z o 7 I I. RAW LAND km - - - FINISH GRADE 1DRIP LINE MONOPOLE VO *0111 -I I-I 1I 1-I 1-1 I-11 I�I I-11 I I_ 'I I 1-III-11 1-1 11-1 I I�• 1. -1 1 1-1 11-1 11-1 1 1-111 1 111111E111E111-111-1 I'-1 I I II-III-I I I-III-'I -I 1 1 1 -III-III-III-I I I=III= 11 j=I I1E -III- 4575 SEMINOLE TRAIL 0,„ , s Z —III—III-III -11� }II Ii CHARLOTTESVILLE, VA w w 1 =o =11'• .'1-1 22911 v ?� w v DE 111= II ^111 ALBEMARLE COUNTY %M1100�`` a -1I ,I 1= aDRAWN BY KMB I�_11:kl l _ 11=r — CHECKED BY OWW 2 X 2 STAKES III TTV DATE 7/1/13 AT 4' C C COMM NO- CV354 NOTE SHEET TITLE DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" CIVIL DETAILS 4 TREE PROTECTION ® TYPICAL SITE COMPOUND CROSS SECTION _ C-4 NOT TO SCALE NOT TO SCALE SHEET NUMBER C-4 "° S1.HE LT E R MANUFACTURER NOTES FIBREBOND 3. SQUARE FOOTAGE OF SHELTER = 320 SF. tiftz.•-'1A.SHELTER TYPE DB701, 11•-5"x2a' SEE SPECIFIC SHOP DRAWINGSat8(t 1B ADDRESS 1300 DAVENPORT DRIVE 4 THE SHELTER IS TO BE EQUIPMENT SHELTER ONLY.IASSIFIED AS AN UNMANNED STORAGE AND FROM MANUFACTURER �`�-�'' MINDEN, LA 71055 Il8lA7YPlA2A1 2 DESIGN CRITERIA. 5. THIS SHELTER IS TO BE DESIGNED AND CONSTRUCTED IN 4801 CO.ROAD,SO178300 FLOOR LIVE LOAD 150 PSF COMPLIANCE WITH ALL CODES AND DESIGN CRITERIA AS SET FORTH any Amax,VA 23060 ROOF LIVE LOAD 105 PSF BY THE MANUFACTURER AS WELL AS MEETING THOSE OF THE 77E(804)2707967 SNOW LOAD JURISDICTION GROUND SNOW LOAD, Pg 80 PSF FLAT ROOF SNOW LOAD, Pf 87.4 PSF 6 REFER TO THE ND SHELTER DRAWINGS AND SPECIFICATIONS FOR MORE INFORMATION. SNOW EXPOSURE FACTOR, Ce 1 3 o IF IN v���C�re� SNOW LOAD IMPORTANCE FACTOR,Is 1 2 THERMAL FACTOR, Ct 1 0 WIND LOAD BASIC WIND SPEED 150 MPH ELEVATION KEY ._omPFete !u:retess sodlct!ons WIND IMPORTANCE FACTOR 1.15 4164 1NNSLAKE DRIVE, SURE 8 GLEN ALLEN, ✓A 23060 804 2178433 28•-4' [3401 f / 11•-9' [1417 - - / 28•-0" [3361 / • ' , / / 214" [REF] _ warren williams&associates ',--\ 736 CARNEROS CIRCLE \ I NORTH HIGH POINT CAROLINA 0 o U U 27265 I (757) 45027265 N • I INI NO • I I (tizl " • • -� lel 7/18/13 TREE SURVEY , 1 BY• ALB CHK OWW APED OWW �I N 7/19/13 PRELIM ZONING DWGS �, T . `, 2 BY ALB CHK OWW APED OWW mo \ 0 N 8 8/4/13 FINAL ZONING DWGS 3" /4" • t!t I R " 3 BY ALB CHK OWW APED OWW 0 a 0 IL 1 1• o o I •I �25" f 25• ,{` 21"-/-21"� .... .. r 5 -_ .ya g /---36" / { :%00 6 lig I• •l I. ^ I. I I. •1 7...TVVII OF� i0 �12• 412"/- lo / 11'-5" / '� f� / 51�" [REF]-� / 115i" [REF] / Q ,/ Gl 120' / (f/f f f / 107a" [REF] / / 187" [REF] / ELEVATION B / 120" - / 0 O.WARREN WILLIAMS,JR. 6- ELEVATION "A" U Lic.No.37030 1 28 4"[3401 f �`� 9—4-13 W // 2174" [REF] Ar 26'-0"[3367 -__- s / 68+�" [REF] / ��`�Sj pNAL �� 214" [REF] / I • • 1 r I • �UD'UA 00 4...T . •T1 . _ . h CV354 • 0 ■•• C-2 C-1 • RAW LAND• - MONOPOLE '-' i---. C--,Iz --------...') gliE ili i Ili NE lo `0 4575 SEMINOLE TRAIL — � R CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNT Y :::.:..:...:......::.....:.• ow ...:..... ....:...:.......1 DRAM! BY KMD � CHECKED BY OWW TTV DATE 7/1/13 1• •I I. .1 1° .1 1' .1 COMM NO CV354 v0 12°7F 12^ SHEET TITLE / „6" / 16" -/12" "' S' / SHELTER ELEVATIONS ELEVATION D 1l SHELTER ELEVATIONS ELEVATION C A-1-1 NOT TO SCALE SHEET NUMBER A-1 / z6'-D' / / 30"(MIN) 4l `�JGt #3 TIES •=ii=i 24" 0 C. 11=11=__ n-n #4 REBAR II.1t..111L 52 / NOTES IIBEICYPLAZAI \ * Y r r T T t T- I l T I tW'""'-� 480I COX ROAD,SUM300 3 1 SLAB TO BE LEVEL t 1/4" GIdNALL YA7306p 2. FOOTING TO EXTEND A MINIMUM (BOQ3703967 �■ OF 30" BELOW UNDISTURBED SOIL AND FROST LINE , 3" + + 3 FINAL SITE DESIGN IS THE sr RESPONSIBILITY OF THE SITE iii CONTRACTOR i s-1 1"o HOLE. 4. SLAB FOUNDATION DESIGNED L "� 4 REQ'D 2000ASSUMING ALLOWABLE SOIL BEARING ■velocit�el + + PRESSURE OF PSF 1` 5 SLAB FOUNDATION DESIGNED ASSUMING MAXIMUM SOIL PLASTICITY COmpEete wireless soeullons INDEX OF 27 4164 INNSLAKE DRIVE, SUITE B a" i 6X6 D8/D8 TIE DOWN PLATE MINIMUOM OF 4000 PSINCRETE TM SHALL BE A GLEN A421 VA 23060 iln k193637-RAW MATERIAL 804 2178433 WIRE WELDED 7 FOUNDATION SHALL BE IN FABRIC 3 N TSB ACCORDANCE WITH OBC BUILDING WALL ' ` ..._15662 3/4"FIAT WASHER wren williams&associates do�855-11511 LOCK WASHERLA BUILDING 736 CARNEROS CIRCLE FLOOR HIGH POINT TIE DOWN NORTH CAROL/NA BRACKET / ."''.7• •�!. I (757) 450�2288 le111111111q111 #193637 Ir I - 1111111111\ � •�• 4 RERAR NO 7/18/13 TREE SURVEY \ ,—;--� ; ; B.��.B, il 11�11=11= 3/4"X 2 1/4" ,• "4, �3 RE 1 BY ALB CHK OWN APP'D OWN C, -- R_='f Il BOLT-0853-12271 i "f:'' 7/19/13 PRELIM ZONING DWGS i1=11=11 ; •: 2 ,F� < BY•. ALB CHK OWW APP'D OWW �H -8=11.= C Q l- z ".. 8/4/13 FINAL ZONING DWGS SLAB FOUNDATION 1" CHAMFER IA=1 ' 3 BY ALB CHK OWW APP'D OWN SCALP 3/8"=1'-0" 1 ,` CONCRETE ANCHOR SECTION 4 GRADE SECTION "A-A" 1854-12970 4 - SECTION "B-B" SECTION "C-C" 5 ® FOUNDATION PLAN NTS N.T.S. 6 STRUCTURAL SPECIFICATIONS �TH Op` DESIGN NOTES 4 REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH // L� 'r 1 STRUCTURAL DESIGN IN ACCORDANCE WITH THE MANUFACTURER'S DESIGN ASTM A-615, GRADE 60 REINFORCING MARKED CONTINUOUS SHALL BEIt/ Q ��CRITERIA AND SPECIFICATIONS AND MUST MEET ALL APPLICABLE CODES OF LAPPED 36 BAR DIAMETERS AT SPLICES. THE GIVEN JURISDICTION. O O.WARRENWILLIAMS 1R ,—, 5 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. LAP ONE C.-) t EXCAVATION FULL MESH SPACING AND TIE. 1 SELECT FILL MATERIAL. ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, Lic.No.37030 GM, SW, SP, AND SM, OR A COMBINATION OF THESE GROUP SYMBOLS; FREE 6 SUPPORT REINFORCING AND WELDED WIRE FABRIC ON METAL CHAIRS OR —1 . _ �_ OF WASTE, FROZEN MATERIALS, AND VEGETATION, WITH LESS THAN 5 PERCENT BOLSTERS. rt� 9-4-13 W BY WEIGHT RUBBLE. RUBBLE SHALL BE NO LARGER THAN 4 INCHES IN - - O ANY DIRECTION. 7 MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE IN ACCORDANCE WITH , ACI 318-99 UNLESS OTHERWISE INDICATED. �S CS ■ 2 PIER SHALL NOT BE PLACED IN FROZEN GROUND `ONAL1, 8 ALL COLD WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 306R, FACE OF SHELTER 3 DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF ON SUITABLE "COLD WEATHER CONCRETING" - ��N�N� RESIDUAL SOIL OR PROPERLY COMPACTED STRUCTURAL FILL. STRUCTURAL FILL \ - _ SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR 9 ALL HOT WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 305R, - - - MAXIMUM DRY DENSITY (ASTM D-698). "HOT WEATHER CONCRETING." - \,Z 54 4. AFTER EXCAVATIONS ARE MADE, THE BOTTOMS SHALL BE INSPECTED TO VERIFY 10. CURING COMPOUND SHALL COMPLY WITH ASTM C 309, TYPE I, CLASS B. V `� THAT THE SUPPORTING SOILS ARE SUITABLE FOR BEARING AND ARE CAPABLE PER MANUFACTURER'S SPECS RAW LAN D OF SUPPORTING THE DESIGN ALLOWABLE BEARING PRESSURE OF 2000 PSF. CONCRETE STEEL WWF 6x6 - W2 5xW2 5 i L - - . > MONOPOLE 1 CONCRETE CONSTRUCTION SHALL COMPLY WITH PROVISIONS OF THE FOLLOWING 1 ALL STEEL ANGLES AND PLATES SHALL BE ASTM A36, ALL BOLTS SHALL BE CODES, SPECIFICATIONS, AND STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) ASTM A325, ALL THREADED ROD MATERIAL SHALL BE ASTM A307, AND STEEL 3/4" CHAM n 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE; ACI 318, "BUILDING CODE PIPE SHALL BE ASTM A53, GRADE B, UNLESS OTHERWISE NOTED. ALL -co - REQUIREMENTS FOR STRUCTURAL CONCRETE". STRUCTURAL STEEL SHALL BE GALVANIZED AFTER FABRICATION \: _ 1/4 PER FT SLOPE 4575 SEMINOLE TRAIL 2 CONCRETE SHALL BE NORMAL WEIGHT. 6% AIR ENTRAINED AND HAVE A 2 ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE NINTH 1' PER O �x x-x x-x-x rt—x-xA-x-x, • CHARLOTTESVILLE, VA MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI SUBMIT MIX DESIGN EDITION OF THE "MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS 5 .�+. + .1 : • a `. 22911 FOR APPROVAL DESIGN", OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INCLUDING = CURRENT REVISIONS 3Yela%IFI •" `� ALBEMARLE COUNTY 3 CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 7I1-p I I PORTLAND CEMENT ASTM C 150, TYPE 1 l_I ,�I,I' MIRAFI 500X a • DRAWN BY KMB FLY ASH ASTM C 618, TYPE F 4000 PSI FABRIC (TYP) ', NOTE. CHECKED BY OWN (NOT TO EXCEED 15% CONCRETE AN ADDITIONAL STEP WILL BE TTV DATE 7/1/13 OF CEMENT BY WEIGHT) STOOP 4" (MIN) REQUIRED AT THE GENERATOR COMM NO CV354 CRUSHED STONE ROOM IF THE RISE IS GREATER SHEET TITLE NORMAL WEIGHT AGGREGATES ASTM C 33 ON COMPACTED GRADE THAN 7" FROM TYPICAL STOOP WATER POTABLE FOUNDATION PLAN AIR-ENTRAINING ADMIXTURE ASTM C 260 WATER REDUCING ADMIXTURES ASTTM C M C 494' TYPE A & ® STOOP DETAIL AS TYPE F OR G SHEET NUMBER ACCELERATING ADMIXTURE ASTM C 494, TYPE E S-1 RETARDING ADMIXTURE ASTM C 494, TYPE D