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HomeMy WebLinkAboutARB201300091 Plan - Submital0 4 R7 �0 P) 04 !U "M �. J.L-W4 �•FI. SCALE. 1• -&T !I YO 163 240 7ITE .-INFORMATION TAX PARCEL / W�04- DO- 4D -1B�a GEED REF.: DB- •.575, P".. 403 ZC>:INC: ..'.°O. sr121sac11oH: AUlt4ArLE O1 STRKT ...... ACCOAC4UG T8 FEDERAL EkAERGENC;Y WAEWt NT AGENCY MAPS. INE MAICK# IMPROWMEhITS IN tFr PROPERTY AF3 LCCAMD H AN AREA DE AMP AS MftE _X' AREA'S Of WHWAL Flrwl COMMUWY 9ALNEL NO, 91W,M DN EFFECTIVE DATE: 2-4 -2065. NO IIFTLAN S AREAS HA4E SEE,I 1 "_UP4�4 I i 0. Itw, %A � z 9. kk _.Sx ."M3 �m tb +0 x131 r. inn k�' 8,02 AC. r16:3 i k��ENx'r- r' rt•; LEGAL DESGRIPTiON LEASE AREA '+1G7 . sank' I seer AY" 'W­" A ♦ rat t" " lr FFFRW / +!M-t.eF M 56eq 4YiYl Ihrb! I4 tF.'4 F W.w 4 a..�F #i � � hgrrf FrA af* F n�►# .c} M d S1Fr1 *iA �.A Y71L!<r� r f.Y� Fr rix' b a r+Fk FMI �ti t.ty rr irRml r t d.Y ..4 . h,x..r SY rm..4 E' tF' i 7_ YMt de+M�,�� 4V • � 1+4 �.. x'14 arY.�+ pe•+Y567 Y 9Yr.0 Y 13�9f k r.orr• M,s SMg7�7t F OFWn H AAA+ e, a 1•�K �. iFt91iZ a Arc. w ¢Ld e.. rtk PQ • arw V M � F it W PY, r ithu.1 WT, a 11r 11 F4.AI FhTY �4m1•ali w4 t 4aYLF.�7, �d A,Y L i �iE ir.r ,+iwffi r Fs�ty" 1rJ�o4p+.x t.ra 4M Fr Y.rrt ...1 . t �h�p,4 91 a # LFaw +~,x Fr 44 pd.Y tA>37C1R•F't 4wnrt M WW b.*AY ■i.r. SL4'➢riJ� , iY�. YtUY rs . �bC W #� t q! Ik- d �- -off .moo. o`o-na�.► rya 1a1RI w"� 4FU. it 7954 ACCES & UTIUTY EASEMENT' C,-o -d t X. ,a 1.4. i. Ap. -W- � r.1 "I%" bT .rT V i 9ra F.rF Il.r Mu�'.G'k . �� r FF.ri M t F!M Fyrt r'�cnn. Am 4.4 rt7 MI iwt� WWWRMt a 8fi'aw"rft a Alcor •i am U a F.tC '+q armor f+'t , +++4 M �i ' r ■ 1� [.ra bw + Oar, * iM+r. f y r, 9 4+4 Syr r1 Yom, ■ 4Frf at ,S1N4FL W . qr0 .� !ALM t..'rt U� ai9CSrL s 4.Y.4 Yl # it a F " 1� P an V - IM N ■ •1OIx'FI ai* i 9Y inrr +..W 1'4 44 FM fm 0 PW t7 "F FW miir Csyl w. � V!6'�t �� •', fP ►Sri �. / f ++t ;' rtW w 1: R. .�. FO r r Fa7tm1 �xa -Cw zi -r ��e a L 8Si7 t" Iw'4nvt- wiry', +'i 7N" W, a' Z11 } r i 8.02 AC, w:. ri -a oc- Y:.rf. -r., PROJECT INFORMATION TOWER DETAIL 311£ WME: 530W PCMT VOL FIRE CFPY. _ w SITE NUM UM Pf3T11 STIE AC47 M'. ,€ O STOW PINNY A! L'i 4 Gco CeA tgrMr � 'YA 2?961- y � a wNCk3 NWE:; HPD4w PopR WOL. W 6EPr �-- o 3E27 5fQW FOIN3 #W � M a J CAMLOTlET&LE, Wt 23901- - IAT111111E: N 3JrDB'4Ia.1313' Lg7iF•51 L' 7Ril'1L4329" > Gf WN9 ELVOTt199: nbcM3 -- PANAFET c[_[YATvw N/A BAF4S DT ELEYATDKcT;, _ WE F Il yr,*4 NUOR ED OM 9-74 -2311 SIIEI-yE" ACCLAKY A7 4Lb1E57 FWT U) U% S4 13F 8WRlM, 913 Dfff_"rj;;la fflzrAaxD aM 6 -m-mill p SUR -M T R A,!QTV ,Y TG NEST FOOL MOM& LATTILDE AND LONGwMAX 9RF,M IlEa OM APE &Ufb ON 9YG63 AND FJEVATI?M F� 11029 (rCUM1Y OF .......a... u. • C£*(TFIR. joalw Up �4.X ........ \. APPROX. ThE£ HEG9113 DK MM, M TREE 44W)PY 4AY CMMF F A8 LfAvrs CONE K AF 1r�y rrr a w -mb nLr,M W 8FF.1t of i P1M wd fF rrCAF# IC A� o*M +w>u'I�G FMf ..r�oo�A aFe � �rYlrn] die i Fi11F A da +.+/d �4 �4 VICINITY MAP: N.T.S. /9W6-/3-6f? 711jr113 SME 1� lZMS1OR8 13Y 3 -27-2013 -- I Ns11 Li L A h w a Aao I CD J L'i 4 Gco y � a r L w' w C3 O CD J L'i N L' r �-- o � M a J LLJ > zpQw n O U) r p M � L w' r r` L r {, Lf 44-*' rr2M7ii t� �6 PU" fry C�4VLr� r'�h M 1: CY 377 a SP -1 �4 'T Ci�j#55. �wrd O } w S r * Ulf. /' — — � Lr �.% 1 wr u " -.PAO ! rAF'TEL A -Duu- 4j- rhji,. w�' wq K 3$71Yr7_96- Dire; +ar.3mi 1�,4ArSt fl- C�'�oF- [��1[0 TREE _SURVEY AND SITE PLAN 2 8.02 AC. n/F 'K1,1#F7 i9' I n N L � �C O Ofi c-+ TREE TABLE ME£ TYPE ACTION GROUND ELEVAT.'ON AMSL MEL F-Exw,T V16L) rroP TREE ELEYAMN Air'=L 5 1 18' F'4F'IRR FFRI"E 503.15' 98' 501._} 2 14' P*tE FT3,TII¢E 502.17' 7a' 550.99' 3 14' PEE FEPTUiE 57031' Ba' 5LN.81)' 4 1a' fvc FQfMiZE SC&14' 71V 5UZ.14' 5 26' FOPLM FERT37ZE 489.67' 104' B03.94' 24' fq)kAR FW'lDiE 494.x' for 95+1.®0' 7 24' PDPLUR F6wl f 490,29{ 110' E?V {4Y NOTES: TREE NUMBERS 1 IS THE REFERENCE TREE USED FOR POLE SIZING. coharar W_ ft V_r'i Wwm BASED ON ALBEMARLE COUNTY POLE SIZING 5,TIr omr, EIT%ll9R `Jaioa REQUIREMENTS, THE PROPOSED MONOPOLE WILL BE NOib1} 104,.5' ACL WIT1i A TOP OF CONCRETE: ELEVATION OF 501.5' AMSL, THE TOTAL ELEVATION OF THE PROPOSED MONOPOLE VflLL BE 611.0' A.VSL. NO CANOPY TREES WILL BE REMOVED FOR THIS SITE INSTALLATION. 03. xa4isry PJAI7ra CI: W�DO- �m- 4? -o�6[fl FT,-1 24' X 35' PLOT - 1' W' 0 60' 126' 11' % IT* PLOT - 1' SITE NOTES I FWKYSED AT&T 35'X44' ItNGED 00MF%G F10 1hTrHlN A 54'1154' WSW: s FA wuH F,'- 5'x2a' EQuWkkErTT SHELTER (PA4rTED JAVA BROW), FAD AT &T 20' ACCESS /UTILITY EJ EWENT '(AFPR0k111" e' is r W ' LENGTH). riL QPPopFOSE0 TOWER WILL EE TO' ARCI E CHD`;EN R015RENCE TIRES. SFKU. j ?E> T REQUIRED 1; i a'ROPERTY LINE ag@AL -f. +AN4 sFi LL BE 'A'rTF$N l5 OS' kEPERE.ME TREE DRIPLINE. REDLMEO & SPAG79C 9ETWM4 PROMSED TOWER Ar,lLi "PU141I F�DEWa I:I TOWER SETBACK. AX6 -13 -ey 71!!3 �,- t'` Arm �W at &t' 7,R�7YRAL1 � "I awx%va sun" QM AU M, MA Zara I ■ � .locitel I -. i3rur4 r r4. ��%% ti F114,1 }r, V &S xh,1156A. F p6r.E 507F 8 C,-E;y filety . I 7 ��trs4.rJ' 1 l • l warren willams & associates �Toy�r G4�01! ¢qrr T .- U/ iA i L'a X01&'N[3 15"M 2 � iili9 {n r!r� :�hrcv�c 1 - r - + �i2 fli '+,SIG ,gllcF&+A5 t�- �s�r�r 1 L - 6 _ V F,�L�Ii OF 0 0, WARREN MLlAMS, !R. U Y Lic. No. 37030 3 -28 -13 01N,A 1, CV377 RAW LAND MONOPOLE 3827 STONY POINT ROAD CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY SF.Lf TI Si �-1 TREE SURVEY j F_ f, r,wEl I TS -1 Qr s, ry t AX fl. V}�FF -wp( ,]]+!k FuD' AWAM 3Q- 0QQr- 0l-Gp-0eE134 Lm 1 Ic PAWTi o 74s��9 OteM 7145((li prt< 1;1 r r I )+" Fus51 iFrJFS'L .l c.6vo-x�L aim] t � i 1 0.02 AC, hp►i FTR'1� [IF'<5 [>}AITr Li k.09w, ZHU 9om 511017 mw ulk"l Y S}m Tm -1 nm FkTm 4D. R IwO�"r3 �77,���-kJr t$_J K FP -L7Te Pimp 4 PHtiG -{k� ®- 459L{F ut,mW au2 ,war *T veil r. ?J<!CLL o..ok600•ou- ea -xsoa �o t�7g k � hB` l rru -+C X -196§ fEDW AND S ITE PLAN �,,�SURV�EY I Fflq' 24' x 36• PLOT - 1 • BO 5. THIS PROPERTY AFPEFF5 TO EE LOCATED IN T?1F r,I.R.M. ZONES 7X" AS SHO iN ON W. NLJMKR 5IB03C W2-50 DATED FEMRUI RY 4, 2005, G. NC Sa)D3URF.koC 1r, :5TIGATSO4 WAS PCRr4RMED BY ILhRA -y L. PARMS, INS. 7. MERHDuM SCURCE FOR THIS SURVEY IS BASED UPON VIRGfiuA STATE GRO (SOUTH ZONE), MAGNETIC DECIJNA710N IS COUPUTE4 AND NOT 065Ec'y r' a. No WETLANO AREAS HAVE L4EEN DfUNEATED, 9. ALL PHYSArAL EV'FIENCE OF UrUTIES SHOWN ON TIAIS �RVfY IS FROKI `:uFFACE E%rVENC>~. 10. PROPOSED 109.5' NCN:,PCLE KAD 1983 LATRTUDE. .W OS' 40.013 N LONCrluGE 7& 22' 14.029- N NAYD M ELEVAI"t: 500.6' AMSL K11119116t11ciaL•tflol al lil It IlNEW AT &T 5U'X3O' LEASE bREA6 wrrH AT&T 11'- 57X28' SKUTR AuO IW.5' 'AC4;0P € TCMEPr- SEE 511+EEr5 C-2 $ C -4 FCA E'1Ln2C1:0 $TrE PtA'a juIr r!F5'4T,rv. NEVI ATatT 20' AGC€SSJUTLITY Eksojw. (AFPROXIMATELY 615• IY LEN3TH). r4Ew AT &r' 13' ACCESS P'PAD (AGPRQXj44aTT1.T 1240' ASPHALT $ IV GRAVEL) WN TUNER RILL BE 10' NAVE OiUScH NUEF 404 T EL aN[L 5+wLL BE wrTHIN 23' OF RMRENCE TREE DT?JPUIZ SEE T5 -T FCM TREE SURVEY. F9 RE00nD ALEBWALr Gdd!ITY 1:1 TUNER SETE1Ki'li, ADDITIONAL NOTES ACCJ~$5 ROAD SHALL BE PAVER FROM T14E E)X!StLHG PARkINC LOT FDR W�,XIMATELY 124'. PWI+G WILL NOT TAkE PLACE IN THE WVMF? MGNTHS CCt;TRACTOR SHALL I-CCATE THE EXP5FRIG PW PIPE THAT D�t&ECT5 THE PI T MUTT 04 LGY WTH 11i1E ARAN FIC0 AND pJSIJRE T%kT ALL kKAS ,VTECTI=O OURw ; Cr}M57RUCYI4PJ ARE REJNFC,RCED fO AV6'D rXWkr3L at &t trucafrruaL ! Mol ooY1F6� f,n�.lyd �veloc �rsn a,xs�we,F +J l wa m wi bm A essmbles �� C�r'•iX1GS C nCarTfi G,A�JFaW IY�I' 4Yr�YYl� SURVEY NOTES 1. 10150 RAPMC INIF0RMA7rIC6N FROM WAS TWE% F A TOPMR&PHIC °AJ(Nr ,m n PERf4 ?%IEO 9Y KAXEY L POKS, INC. G% KPTFMgEI� �6. 411. NO N m RJUNDARY SURVEY WAS PERFORMED By KkIb l' L PARK5, Mi Tl 2. T1115 5Vsr'&Y WAS FTiFF'ARF-0 WTTHOIUT THE BENEM Of A TITLE SEARCH/REPORT 9C} o A+Jn uAY NDT $Yl(}tiN Aril fALL F1scEFAENTS AND AfSTRICTIONS OF RECORD Tr'AT MAY EFFECT THE 5'JBjECT PROPERTY. Q Co RESTWTIONS GF RECk 11 /ti' S 3. PRDP,RTY IS SUBJECT TO ALL E E'MENTS X%113 -'-,). 4. FLOOD ZONE DETERMNATION 19 BASED CH THE FL300 INSURANCE RATE MAPS 5C.h JJ470*a A+YD DOES NCT IMPLY TRAT THE PROPERTY WIL! oR WILL. NOT K MEP FRCM FLWbING OR DAMAGE [>}AITr Li k.09w, ZHU 9om 511017 mw ulk"l Y S}m Tm -1 nm FkTm 4D. R IwO�"r3 �77,���-kJr t$_J K FP -L7Te Pimp 4 PHtiG -{k� ®- 459L{F ut,mW au2 ,war *T veil r. ?J<!CLL o..ok600•ou- ea -xsoa �o t�7g k � hB` l rru -+C X -196§ fEDW AND S ITE PLAN �,,�SURV�EY I Fflq' 24' x 36• PLOT - 1 • BO 5. THIS PROPERTY AFPEFF5 TO EE LOCATED IN T?1F r,I.R.M. ZONES 7X" AS SHO iN ON W. NLJMKR 5IB03C W2-50 DATED FEMRUI RY 4, 2005, G. NC Sa)D3URF.koC 1r, :5TIGATSO4 WAS PCRr4RMED BY ILhRA -y L. PARMS, INS. 7. MERHDuM SCURCE FOR THIS SURVEY IS BASED UPON VIRGfiuA STATE GRO (SOUTH ZONE), MAGNETIC DECIJNA710N IS COUPUTE4 AND NOT 065Ec'y r' a. No WETLANO AREAS HAVE L4EEN DfUNEATED, 9. ALL PHYSArAL EV'FIENCE OF UrUTIES SHOWN ON TIAIS �RVfY IS FROKI `:uFFACE E%rVENC>~. 10. PROPOSED 109.5' NCN:,PCLE KAD 1983 LATRTUDE. .W OS' 40.013 N LONCrluGE 7& 22' 14.029- N NAYD M ELEVAI"t: 500.6' AMSL K11119116t11ciaL•tflol al lil It IlNEW AT &T 5U'X3O' LEASE bREA6 wrrH AT&T 11'- 57X28' SKUTR AuO IW.5' 'AC4;0P € TCMEPr- SEE 511+EEr5 C-2 $ C -4 FCA E'1Ln2C1:0 $TrE PtA'a juIr r!F5'4T,rv. NEVI ATatT 20' AGC€SSJUTLITY Eksojw. (AFPROXIMATELY 615• IY LEN3TH). r4Ew AT &r' 13' ACCESS P'PAD (AGPRQXj44aTT1.T 1240' ASPHALT $ IV GRAVEL) WN TUNER RILL BE 10' NAVE OiUScH NUEF 404 T EL aN[L 5+wLL BE wrTHIN 23' OF RMRENCE TREE DT?JPUIZ SEE T5 -T FCM TREE SURVEY. F9 RE00nD ALEBWALr Gdd!ITY 1:1 TUNER SETE1Ki'li, ADDITIONAL NOTES ACCJ~$5 ROAD SHALL BE PAVER FROM T14E E)X!StLHG PARkINC LOT FDR W�,XIMATELY 124'. PWI+G WILL NOT TAkE PLACE IN THE WVMF? MGNTHS CCt;TRACTOR SHALL I-CCATE THE EXP5FRIG PW PIPE THAT D�t&ECT5 THE PI T MUTT 04 LGY WTH 11i1E ARAN FIC0 AND pJSIJRE T%kT ALL kKAS ,VTECTI=O OURw ; Cr}M57RUCYI4PJ ARE REJNFC,RCED fO AV6'D rXWkr3L at &t trucafrruaL ! Mol ooY1F6� f,n�.lyd �veloc �rsn a,xs�we,F +J l wa m wi bm A essmbles �� C�r'•iX1GS C nCarTfi G,A�JFaW IY�I' 4Yr�YYl� qq 1 ,m n "u sLiAT k6 }]Jki ILOA ZOIUtlG C,MUG 11 /ti' S '?L ZOMM Dy GS /11 5C.h JJ470*a 4 26f13 AcLsm zw.;Q 9*G'3 rn I� In S 0. WARREN WTLLLkMS, JR. C? 7 Lie. No. 37030 CV377 RAW LAND MONOPOLE 3827 STONY POINT ROAD CHARLOTTESVILLE, VA 22901 ALBEMfARLE COUNTY SURVEY AND SITE PLAN L C -1 &&-13-0 7 1316, ,� 'v C) `i I ]11 r- .- - - .- - 40.0' I I I I I I I I I I I I I I I I I l J l) I I Lam... — — _ _—f — -`� _—a� !'•� - -. — ..— - —. -- — �- � . x L I I 0) n I 1 I I I I r0R 24" x m- pi ,.r - 1- .- 5' FOR I I' x !T• YUIT - 1' - 101 SITE NOTES 1. PRIOR TO MN- SMUCTION THE MNrRACYCR SHALL A55JJME NE RLSi-ONSUIU1Y OF LMA-1ING ANY UNDERGRDUND Vntn)E3 ,;PUBLIC OR PRNATE) THAT MAY E-AIST AND CROSS THROLiGH THE. AREA OF CONTIRLI 17CM 111AT A NOT 5HOWN ON 1HESE PL24�S. BEFORE YOU OH3, CALL 'MISS LMLfrT" AT 1- OGO- 55Z-711D1. THi: CCN1'RACTOR SHALL BE RESPONWLE FOR REPAIRING, AT HIS: EXPLTlSE., ANY €SUSLINIG U111MES DUO'GEO DURING CSTRUOTION. 2. ALL EROSION AND SEDIWE14T CONTROL DEVICES WkU ile INswLED tN ACCORDANCE WfrH T-HE LATEST EDITION OF VIKINA MSION ARU S€NMFJiT CONTROL WNI)OCQK AT THE FIR5T PHASE OF Cq NSTF�{JUM N ART) CKCI ED PERIODICALLY TT} ENSURE TPEf ARE Fi1NCTTDNTGC AS Ir MATED. a. THE 5TCCKP4JN.'C Of Ex('ESS MATERIAL ON SITE WILL NOT BE ALLOWED. 4. AHY V€G€7AT£1? AREA DrSTURRED BY COsNSTRUCTiON SHALL BE TOPSOLED AND SEE:E.) Ta RESTGRE A PERWWEN7 V'EGE%ATUE OCVER. 5, THE CDNIPJL0101a SIIALL BC PtSPOISIJILL TOR RCFLACITJO WITH MAIC2HH0 WATERALS Ah'Y PAYEmEw, DRY1eFWAn. 1VALxS, CLJR$S. ETC. THAT MAY BE CLJT, OR T4'sAT DPdIIACM nRi+G COmST'RuCFION. 6. THE INPLCATIED DIRUCTION OF NORTH WILL 14AVE TO K: YFRIfICD IN THE FlmD, 'f• : KMGNCTA_ D -GLIU 1 M MOCATED LS CALCULATED BASED ON 7K iATTTUMNAL AND LCTiO?l1 INAL CL}€ MIATE GUEN BY VARVEY L. PARKS. CONSTRUCTION NOTES ❑ NEN AT &T 50'x50' LEASE AREA. 14F-V AT &T 1013.5' IACHflPCYE 3PQNTED ,AAVA 0%%G ,4). S'LE WHEEL G -4 FfA ELEVATION VIM. IWN AT &T I I'- 57X28' EVj WEITT SHELTER GN CONCKIF PAD. SEf SHEETS A. -1 dk 5- -1 FOR DETAILS. 4£N m'1H0' rENCYD LDWP7UAD. FENCE SHALL BE 9CiiFD CN PAINTED I.WAI E"ROWN. 5EE WET C --B FOR DETAAS" Eo-+E:af 12' w,DE ACCESS ROAD (APPROXIMATELY 124' ASPHALT LT & 161' C-NA4E1 IN LLNCTH). SEE SHEET C -9 roR DFrAJ EflKEIP CRAYn HAMMERHEAD TUR,'6WLWI)/PAF0:',:; SPACE, TYP C' 2, SEE 5k4EE7 C -5 FiyA DETNL E7 NEW 29i WIDE AT &T ACCESS %UIIUTY EA5ZQ ;Nt (APPROXIMATELY 615' 14 LE - •). I-I NEW Ater ICE 6t WE (WPIROAAMTELY 8.5' IN LD#GTH1 h H 2 PUNS DF 8 OW I 15 CC AX INTO SHELTER .WAD UP RJODE TOWfY, I ❑ 2 GPS fL.KALL BE WUMN'TO) Ch ICE RRID:E SuPPCRT POST CLOSEST TO so'InICIR. NEH AT &T UTILITY STAND. 11 REFERENCE TREE USED TO GET1 mlriE TOWER HUGmT. SEE alEEi TS -1 FOR DETAIL.. ❑? TREES Lor -ArED ri1THA 50' OF THE P0GPDSED WwEk', INCLUDED Iri TREE cONisM4tWN PLAN, SEE TS -1 VOR TREE iNvE TT>:i". Efl ARCA TO BE CLFARCD AS NEDES� -AR'e. at &t Mai eo[,taee; =a" czmlase,rAz"" ne pngzro.tPa7 Wvc-bcitel. roerpj,e" rrcl�Iq F1F1 [[IILI i }i}4 SW7.7 Y#k} et7#.9r �. a+as wm" Wiliam & amlates rx6 :pc�Y,`S G repp. ryoprr r, I L V F,ALT H OF 1 y a 0. WARREN WILLI[AMS, JR. � Y Lie. No. 77070 3 -29— w OIN'AL CV377 RAW LAND MONOPOLE 3827 STONY POINT ROAD CHARLOTTESVILLE, VA 22901 ALBEMARL_E COUNTY 9411 TI -LE ENLARGED SITE PLAN ' $MET M&03F C -2 J 5111 r%T SAVET 10 /5,`11 PKLDI MB04 VAM # e1{t���l FCifl C� f2 1 R€VFSEfl JA ~ YI dm EWA i 1AIN I L V F,ALT H OF 1 y a 0. WARREN WILLI[AMS, JR. � Y Lie. No. 77070 3 -29— w OIN'AL CV377 RAW LAND MONOPOLE 3827 STONY POINT ROAD CHARLOTTESVILLE, VA 22901 ALBEMARL_E COUNTY 9411 TI -LE ENLARGED SITE PLAN ' $MET M&03F C -2 t �I_= X01 _d �� --�- � ry��� - -- •- �� �� � Lil- tr r �k 1 dt � '� \ -,' rf� � lid' �+ � I i '•, GRADING & EROSION CONTROL PLAN FOR X 17' PLOT - 1' _ 20' EROSION AND SEDIMENT CONTROL NOTES _ 1. UNLESS O -tERWI E INOVJEDI ALL VEGEETAME ASD STkI.;t'ILIR-,L E;rl r A,IL'I SO)IMENT COATIROL PGACTIU:S WILL 9E CONSTRucfrD ANO kkN`TNNED ACCORag4 10 WmMU4 STANDARDS Iw.YD SPEICIFICA11ONS OF 7HE YE2h&lAQUI N A0Q SETrMthl CQhrt841. KAN,Cet)OL( (30 EDMr -\4, 1992). 2. THE CCWRFCT[)R MUST CONTAC( THE PI TiIP;'E /CPnL fNSPECTICw.S OFFtC€ FCR A PRE - CONSTRUCTION MEETING BEFORE kw COLl7RVCT10N ACT'I+ITY EECI;�S. 3. ALL ErT¢SION AND SEDIMEhrt CcwTRCL MEASURES ARE TO BE PLACED PRIOR TO OR AS Ti-4E FIRST STEP IN CONSTRUCTuOh. 4. TAE GONITRACIOR SHALL APPLT PiP"NENT OR TE.W- GR.+.f4Y L 57A8iLJZAT'0'4 TO ALL DENUDED OR DISfRIAIED AREAS WrTHIK 7 DAYS AFTER FRAM, Q%ADE IS RE HIZZ1 ON AL'L'Y PDR71DN OF THE 5ITE.. SOIL 7TYAp1UZATKYN MUS-f ALSO BE APPOED TO DENUDED AREK. WHICH MAY NOT BE Ar 19NAL GRADE Bi9T WmCH WILL RE AN UNRUMRBED FOR LONGER Tf•4W M DAYS, SOIL STA91LiZAT10N 11EkRiVES INCLUDE VEOCTATN- EST4BLti5HIEivT, MULCHING AND THE EAR[ -T AFFMAWN OF GFAvEL B45E N+ATERAL ON AREAS TO K PAYED. 5, THE CONTRACTOR SHALL INSPECT ALL EROSION COAITROL MEASURES PE3?IOCxCALLY ANO AFTER EACH RUNQf - PRODUCING RANFALL EVENT. ANT yECE55ART REPAJRS TO MALHTPIN TTIC EfFT_CTNrLN 'S OF THE EROSION CONTROL OCOCE5 APO CLOA 4uP OF SEDIMErlTADON ARE Txf RfSPG3gS19WTY OF THE DCOTRACTOR AND SHALL BE MADE IL&IFI)WTELY, 6. THE CONTRACTDR SKq-[, LAd.IT SITE AOUESS BY CONST'RULTION 'JUICLES TO ENTRA;gcES PROTECTED BY A STriNE CGNSTIRUGTION 941RANCE (YESCT+ STD. & SPEC. 3.02) OR AN APPROVED CriMPAIRABLE CONTROL MEASURE. SEDiI1EN'T SKkLL 6E REMOVED FRQPIf PAVED AREAS ON A DAILY BA51S (SEE F.-TALL 21 '1f1_r C -9). 7. STOCK FILES OF SOIL AND 07HER EROCIEU MATERIAL SHALL BE STABILIZED 4R PROTECTE6 wrrFF 5EDMENT TPAPFINQ IAEAS>dRES. THE QONTRAGTOR 15 Rf3MN518uE P'OR THL, TDAIN 7i%AR* FROTTr704 AND PERW6 WENT 5TAI:�ILJZAT*N FOR S7OCK41liES ON 51TE AS WELL AS FOR ktATERwL.S TRAr SPO ED FROM THE PROJECT SITE- S. THE CQNTRACTU R SWLL hIrD OR NQ TARE, .0RECAUT10N5 TO 0UTTTRCL DWT INCLUDING (BUT NAT (1kinD TO) USE OF WATFR. MLALCH 04? CHEMICAL PUST ADr+CSTVES AND CMTROL OP DCWSiRUC11QN S F MFFIC. 9. EFFLUE41 fi4OM DE - r,'ATERING OPERATIONS 51 ALL BE FILTERED OR PASSED AN APPRWED SEUIMEW TWPING DEVICE, OR 84T+I, 0N4i CFWRGED IN A WAM£R II!, MIS I+DT AJ7M €RSEL�f AFFTICT AD.Af -ENT MOPERIIES, WEUN1}S, WATER`AA`LS OR THE STORM D'I'4AIN+4GE, SYSTEW 10. T7+E DO{FRACTOR k7; REST IS16LE MR INSALLATION AND +Vw%TEF AkCE OF ANY ADINTIDM4L CW-ML kIEASUR €S NECESSARY 10 PREVENT ERIG&GN AND iIENTAT`ON AS UEIERWAED NECESSARY BY TF*E PLAN APPRCII'1NG AUTHORITY. 11. TEMPORARY EROSK)n AND SEDIMENT" CO`I ?ROL kWLgIES ARE NOT TO BE REWvi -J UMIL ALL C'SFIiR9ED ARISX3 ARE 5TA?II cFI7. AFTER 5TAeg11ATM 15 COWLETE, ALL MEASLM;ES 5Fi4LL 6E REMUVED 1YrrHiN 3:) wS. TRAPPED SfDiWNT S-01i, RE SPRFv+ID AND SEEDER. CONSTRUCTION NOTES ";1TUL GRAVEL FOR NEW ACCESS ROAD AS r:LrDED, SEE SHEET C -5 FOR DEIA145. NEW SILT FENCE, SEE SHEET C -5 " DETAIL Zvi. :::. TREE_ fR0TEOT0% AS PECE5°a+JRY. SEE SHE7 :i N�!.0 .'4FE COuSERW°ATON PL+N FOR DE -TAL. SITE AREA DRAINAGE CALCULATIONS TOTAL AREA QF EMSSING PARCELS 8.02 AI: 4,5 E.pSTiwG OPEN AREA 7.35 Ul<I TlWG IVIFE32 OUS ARE.V li W1,110495 - 7215 Sr•i (EM)ING DRIYEWAYfPAf�KING I 1 5562 SQL--'-,K FEET FOR AT &T TOWER SITE J- .77 ACRES (.09x) PCM GfVtLQPFAENT Qp- My— (.466)(aXiff -02). 79.9 cfs - - -- + r Ir v i ,. +•< , r to , l f XF. 1 i� GRADING & EROSION CONTROL PLAN FOR X 17' PLOT - 1' _ 20' EROSION AND SEDIMENT CONTROL NOTES _ 1. UNLESS O -tERWI E INOVJEDI ALL VEGEETAME ASD STkI.;t'ILIR-,L E;rl r A,IL'I SO)IMENT COATIROL PGACTIU:S WILL 9E CONSTRucfrD ANO kkN`TNNED ACCORag4 10 WmMU4 STANDARDS Iw.YD SPEICIFICA11ONS OF 7HE YE2h&lAQUI N A0Q SETrMthl CQhrt841. KAN,Cet)OL( (30 EDMr -\4, 1992). 2. THE CCWRFCT[)R MUST CONTAC( THE PI TiIP;'E /CPnL fNSPECTICw.S OFFtC€ FCR A PRE - CONSTRUCTION MEETING BEFORE kw COLl7RVCT10N ACT'I+ITY EECI;�S. 3. ALL ErT¢SION AND SEDIMEhrt CcwTRCL MEASURES ARE TO BE PLACED PRIOR TO OR AS Ti-4E FIRST STEP IN CONSTRUCTuOh. 4. TAE GONITRACIOR SHALL APPLT PiP"NENT OR TE.W- GR.+.f4Y L 57A8iLJZAT'0'4 TO ALL DENUDED OR DISfRIAIED AREAS WrTHIK 7 DAYS AFTER FRAM, Q%ADE IS RE HIZZ1 ON AL'L'Y PDR71DN OF THE 5ITE.. SOIL 7TYAp1UZATKYN MUS-f ALSO BE APPOED TO DENUDED AREK. WHICH MAY NOT BE Ar 19NAL GRADE Bi9T WmCH WILL RE AN UNRUMRBED FOR LONGER Tf•4W M DAYS, SOIL STA91LiZAT10N 11EkRiVES INCLUDE VEOCTATN- EST4BLti5HIEivT, MULCHING AND THE EAR[ -T AFFMAWN OF GFAvEL B45E N+ATERAL ON AREAS TO K PAYED. 5, THE CONTRACTOR SHALL INSPECT ALL EROSION COAITROL MEASURES PE3?IOCxCALLY ANO AFTER EACH RUNQf - PRODUCING RANFALL EVENT. ANT yECE55ART REPAJRS TO MALHTPIN TTIC EfFT_CTNrLN 'S OF THE EROSION CONTROL OCOCE5 APO CLOA 4uP OF SEDIMErlTADON ARE Txf RfSPG3gS19WTY OF THE DCOTRACTOR AND SHALL BE MADE IL&IFI)WTELY, 6. THE CONTRACTDR SKq-[, LAd.IT SITE AOUESS BY CONST'RULTION 'JUICLES TO ENTRA;gcES PROTECTED BY A STriNE CGNSTIRUGTION 941RANCE (YESCT+ STD. & SPEC. 3.02) OR AN APPROVED CriMPAIRABLE CONTROL MEASURE. SEDiI1EN'T SKkLL 6E REMOVED FRQPIf PAVED AREAS ON A DAILY BA51S (SEE F.-TALL 21 '1f1_r C -9). 7. STOCK FILES OF SOIL AND 07HER EROCIEU MATERIAL SHALL BE STABILIZED 4R PROTECTE6 wrrFF 5EDMENT TPAPFINQ IAEAS>dRES. THE QONTRAGTOR 15 Rf3MN518uE P'OR THL, TDAIN 7i%AR* FROTTr704 AND PERW6 WENT 5TAI:�ILJZAT*N FOR S7OCK41liES ON 51TE AS WELL AS FOR ktATERwL.S TRAr SPO ED FROM THE PROJECT SITE- S. THE CQNTRACTU R SWLL hIrD OR NQ TARE, .0RECAUT10N5 TO 0UTTTRCL DWT INCLUDING (BUT NAT (1kinD TO) USE OF WATFR. MLALCH 04? CHEMICAL PUST ADr+CSTVES AND CMTROL OP DCWSiRUC11QN S F MFFIC. 9. EFFLUE41 fi4OM DE - r,'ATERING OPERATIONS 51 ALL BE FILTERED OR PASSED AN APPRWED SEUIMEW TWPING DEVICE, OR 84T+I, 0N4i CFWRGED IN A WAM£R II!, MIS I+DT AJ7M €RSEL�f AFFTICT AD.Af -ENT MOPERIIES, WEUN1}S, WATER`AA`LS OR THE STORM D'I'4AIN+4GE, SYSTEW 10. T7+E DO{FRACTOR k7; REST IS16LE MR INSALLATION AND +Vw%TEF AkCE OF ANY ADINTIDM4L CW-ML kIEASUR €S NECESSARY 10 PREVENT ERIG&GN AND iIENTAT`ON AS UEIERWAED NECESSARY BY TF*E PLAN APPRCII'1NG AUTHORITY. 11. TEMPORARY EROSK)n AND SEDIMENT" CO`I ?ROL kWLgIES ARE NOT TO BE REWvi -J UMIL ALL C'SFIiR9ED ARISX3 ARE 5TA?II cFI7. AFTER 5TAeg11ATM 15 COWLETE, ALL MEASLM;ES 5Fi4LL 6E REMUVED 1YrrHiN 3:) wS. TRAPPED SfDiWNT S-01i, RE SPRFv+ID AND SEEDER. CONSTRUCTION NOTES ";1TUL GRAVEL FOR NEW ACCESS ROAD AS r:LrDED, SEE SHEET C -5 FOR DEIA145. NEW SILT FENCE, SEE SHEET C -5 " DETAIL Zvi. :::. TREE_ fR0TEOT0% AS PECE5°a+JRY. SEE SHE7 :i N�!.0 .'4FE COuSERW°ATON PL+N FOR DE -TAL. SITE AREA DRAINAGE CALCULATIONS TOTAL AREA QF EMSSING PARCELS 8.02 AI: 4,5 E.pSTiwG OPEN AREA 7.35 Ul<I TlWG IVIFE32 OUS ARE.V 69 f' ;:x a (.OBY) W1,110495 - 7215 Sr•i (EM)ING DRIYEWAYfPAf�KING 23,013 SF) PROPOSED WPER vii)uS AREA 5562 SQL--'-,K FEET FOR AT &T TOWER SITE TOTAL IWERVFJUS AREA .77 ACRES (.09x) PCM GfVtLQPFAENT Qp- My— (.466)(aXiff -02). 79.9 cfs a lm 4177 fi]i16,OI A7i1.1t10 MXWAU^ M IJ,W m moro-vp ■.--d_ l I4rIQ pe• Yf�l4 }4 II[5 -4 A.f7Y' �•Irf7{ vl •.i j � a warren willlams & associates r ,j,xF MGiRFN G1�t�k{+ !AVK f "Q5 V'K7v H w G a 0. WARREN W[I I LUS, it r U r' Lie. No. 37030 3-28 ...13 , O CV377 RAIN LAND MONOPOLE 3827 STONY POINT ROAD CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY i}±1 TOyft (. #87)�,B) {fi•.02)� _-i' -u CTS 0.1 CIS IN r4'�F14iE. *ful TIZL' MI'4 AL INCR€}SE QUE: TO PROPOSED iMPROVEMEtiTS. CF"%EL GRADING & S OWENT� DETE121AINED TO @£ AtEOUATE. CONTROL Pi AN 5�uf ibi�fR: C-3 NOTES; 1. MONOPOLE, GROUND EQUIPMENT, ICE BRIDGE, CABLES, FENCF, ANTENNAS, AND THEIR SUPPORT ATTACHMENTS SHALL BE PAINTED SW #6090 JAVA BROWN, 2. ALL VERTICAL COAX SHALL BE RUN INSIDE OF MONOPOLE, 3, PRQPUSED LIGHT FIXTURE SHALL BE SHIELDED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. ALL PROPOSED LIGHTING IS FOR TEMPORARY MAINTENANCE AND SECURITY USE ONLY. IOP OF NEE 2' LICJ4 NI C RCD m OF I" MONGM1 IMrER .: 109.7' (6111.Uw Aw5l) ,jh TOP OF REFEREWE TREE CANUCIPY DIMENSIONS; TOWER - 30" DIAMETER VAX AT BASE 18" DIAMETER MAX AT TOP LIGHTNING ROD - 2' IN LENGTH I" DIAMETER AT BASE TAPERING TO A POINT ANTENNAS — (3) 0 71 "X12 "X6" MOUNTED NO MORE THAN 12" FROM TOWER THE SIZE OF EACH PANEL ANTENNA SHALL NOT EXCEED 1,152 SQUARE INCHES [�) NEW AMT EE%M -IDGM WtNNAS & i6) TW, 41 11 5iE1CHT - 1p6S' d RAD C/L - - - - ELEVATION VIEW NUJ IU S)UALt C1 z at&t 19. q0 ,wPw�urur -Z S J % in ' � VP o �e Al ro .FiF .rw i +Wa4m +nli 0 _ aos.r rrs.r� �(3) NEW AT &T PANEL ANTENNAS MOUNTED AT i 0 i ' 1, m'%*'rm!b MONOPOLE TO'AFR cps cn+ &A= txsuca rPAINTFD vA,./A BR0NN r castEruf .41WIlill IA WET 0 8i !ko r. � Ad �. r%`•\ 2f4+1} pE45'IP f70`AYlC OTE5 iJ KW r4k ANTENNA MOUNTING LAYOUT NOT TO SCALE A -14TENNA IA GR- ANTENNA MOUNTING DETAIL NOT TO SCALE 1- TPE OCTmu FwLM TmE Gur -ADE FACE OF 11iE PM TO Tt1E GuT9CE FACE OF TFE PANEL WDRdk W4LL 1i4)T aC €EU 12 WHE5. 2. PROr ar KE1, mI Cap AWuN6 LA xl AND N4NC ON € MTWG J -,LQNS NJ STi iXTURt 12' MAX h'NfILT BR,%CKET B- 00 GALV_ Y..0U NT ELO TO MTENNA MOUNT (TYP) 'POSED MONOPOLE V 4LT H 01' r 0 0, WARRB W[LLlA%, ]R. v Lie. No. 31030 ' 7, 3- 8 -13U; 01NIA 1, CV377 RAW LAND MONOPOLE 3827 STONY POINT ROAD CHARLOTTESVILLE, VA 22901 ALBEMARL€ COUNTY '-,EET T- U TOWER ELEVATION C-4 fi. -Q. PLu a' - Q' T+p RF I WFF}i FACH I VF PCi T COMPOUND FENCE DETAIL NQ SCALE RETIRUICE WEI 0 CMINER, END OR L E POST! 4' K 4' 1REATED LLUBER 5pACW, FOR LINE POSTS IS L1' -0' $ R3 4k, MM. 2 TQP "L A GWE RAL 3" X 4* TREATED L)J& R OI' {'.aG+3 Li X 6' - d' DOG EsArLD FENCE RW[n. CEiXJ Puff RRM. 11 TREAWD ACCEPTABLE. O3" UNfIFi4dkj CLWWCE FTtW GRAS. QN' BILL CPEN GATC FGLDER. tiiim WTKW R1 i�D IMF" T8 WSTAL1JW.N. T4'PL& $4TH =S GF EATT © GTE F*prwvTF 44+d uFA.CTT.LAER NDT SPEC! FED AT nw, 7w OPOST: ODfiC -7VZ FGU'NDAr4M (2080 PSi) aaEI y_ '-i�GTta: 1. MIALL FENC'MC PER ASTM f -587 2. INS5AU. 50FI"G WES PER ASTU F— 9W 3. LOM DWDR4U4Q'E OF BARA30 YAP€ PERVA REDAM0E1tt 5+43L.L BE GCUPLk -0 IF Fil WRED. 4. VP C GALWW 2Eb {DH BVnM NUT5, BOLTS J,ND WA5�-M TO MOUNT AL-L. SQW, (5ECURED TF{ROUCH FfKE Bf1W M1 . TtP i!d • T� 10132 &L" tA Y 1 a 1Q Gf pfMJv ... VA jT000 IJ� i�*41.wkipd7 Ovelocitel av�tr.e4.7J women Williams 8 associates era G*QwAIGs CfA-4- Ww fVdff Asp •wss`se £i FAW 0WW 011 oil, 0 0, WARREN WQ.LIAyS, a U D Lie. No. 37030 11 3 -20 -13 mow' A ~� v G ON7 � CV377 RAW LAND MONOPOLE 3827 STONY POINT ROAD CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY FENCE NOTES AND [DETAILS 94PET Wi65ML C-6 SHELTER NOTES I. 1,6AAUFAClvIm; . FIBRII 3. SQUARE FOOTAGE OF SHELTER = 320 5F. Ia�SHELTER TYPE D8701, 11' -5 "X28' 18.ADDRf =55 1301? QAVENPGRT DffNE 4, THI~ 5H�TER 15 TO BE CLASSIFIED AS AN {lkilIANAIED STURACE AND 4IANDEN, LA 710s5 EQUIPMVHT SHU -tti UMY. 2, DESIGN CRITERA: 5. THPS SHELTER 15 TO BE DESIGNED AND CONSTRUCTED IN FLOOR Lr1E LOAD T?SO PSF COMPLIMICE WITH ALL =E5 ANO DE5�GN CRTTERA AS SET FORTH RQCW' LTVE LOAD 105 PSF IdY THE MAM_IFACRILRER AS WELL AS MIMING THOSE OF THE SNOW LOAD "ISUVION., GROUND SaVQMI LW, P FL47 R09'F u?�D, PI 977 PSF PSF 8i87.4 B, REFER TO THE RDREMN I) SHELTER DRAWINGS AND SPECIFr.QAT'.4U5 StWW EX1305URE FACTOR, CZ 1.3 FCR W—R£ INfCQMATK)N, SNOW 1,oAO IiAPplirtA E FACTOR, Is 1.2 THERMAL FAiCT", Q 1.0 NM:D LOAD BAST WIND SPEED 150 MPH WIND XPOR7ANCE FACTOR 1.1b r — Ixa f' SHELTER ELEVATIONS NOT TO SCALE —1 ELEYAT b—x 2a' -e Ea,oZ � -e- (a e ; JL ATIQL! C 4�r a o SEE SPECIFIC SHOP DRAWINGS FROM MANUFACTURER c. 11' -v [141" x --- 1 i7 #1-] y�Z3 -13 - 0? at &t rumrrtwl i ®r car�ao, rurr ioo r�w.urnw, vatcovo >•s r>p4r':nr�e� ■ V2lOCIleI "01 Y -1r d ut. .:> i I.0 t iie4 Sw,aF B {�tT' ,uiQY,2.N3i6t7 warren williams & associates -rss oars c�u�- O A:�7 mart Lew z,�:ss "-;' ;s -�3.My TAM- -. 0 0. WARRM WI.i,IAIu(S, JR U r Lic, No, 37030 OINA 1, CV377 RAW LAND MONOPOLE 3827 STONY POINT ROAD CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY SHELTER ELEVATIONS A' i 71.�f3 s • Pl oz- )ry � ��