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HomeMy WebLinkAboutSP201700027 Application 2017-12-06DONOI iui: & S'1'1:,\IZNS, PLC MEMORANDUM To: Bill Fritz From: Ed Donohue Date: 12/o6/17 Re: SP 2017-27/Keswick/Tier III PSWF This memo is in response to your memorandum dated 11/15/17 which outlined certain deficiencies in our submission, and requested additional information. Along with this memo, I am submitting revised plans (Exhibit A), dated 12/04/17, with changes highlighted below. Please let me know how many sets of drawings you need, and we will get these to you. For your convenience, this response tracks with the numbering of yours. 5.1.4oi (a)(4)(c) Design Width The width of the proposed monopole will be sixty-five inches (65") at the base tapering to twenty-six inches (26") at the top. Attached as Exhibit B is an elevation from the civil engineers with these dimensions and the complete monopole design. These dimensions have now been added to the drawings as well; please see Sheet A-2 (Tower Elevation). Antenna Design/ Type/ Size We will be using the maximum size antennas for this site. The design and type for all antennas is provided on Sheet A-2 of the plans. Mounting Detail For each of the antenna arrays for all five (5) carriers we are planning to use the mounting array shown on Exhibit C. As shown, the platforms are twelve and one-half feet (12.5') in length. 5.1.4o(a)(4)(d) Color We are proposing to use Sherwin Williams Java Brown (No. 6o9o) as indicated by the attached paint chips. 117 Oronoco Street Alexandria, Virginia 22314 0703.549.13.23 • www.DonohueStearns.com Page 12 5.1.4o(a)(4)(f) Trees The information on the two (2) reference trees is provided on Sheets A-o (Site Plan) and A-3 (Tree Height Diagram) of the plans. The information is also summarized in the below chart: 816361 - TREE BASE ELEVA710NS AND HEIGHTS TREE # SPECIES CROWN HEIGHT (FEET) BASE EIEV VEErT AMSQ CROWN EIEV (FEET) DIAMETER (INCHES) NOTES I 1"ORY 80' 502.0 582.0 20 2 OAK 73 502.0 575.0 36 Page 2 of the Survey Plat (Tree Survey) notes that 91 trees will be removed to allow for the 20' access and utility easement. No trees will be impacted by the zoo' x ioo' lease area. 5.1.4o(a)(4)(g) Setbacks As shown on Sheet A-o (Site Plan), the proposal meets all required setbacks. The setbacks are as follows: l6o'to the north; 396' 10" to the east; 524' 4" to the south and 159' 10" to the west. 5.i.4o(a) (12) Special Exception We are requesting two (2) special exceptions —one (1) for the number of arrays (five (5) —two (2) more than allowed) and one (1) for the projection (as described above, the mounting platform is 12.5' in length and therefore exceeds the 18" projection limit). We will not need a special exception for the antenna size as we will be utilizing the maximum size-1400 square inches. Special Exception from Disturbance of Buffer We acknowledge the need for a special exception to address the fact that the proposed access road disturbs the buffer and we will provide a check in the amount of $457 for the review of this request. Balloon Test All key boundaries and locations have been staked. The balloon will be red in color and adequately sized. Photographs will be taken in accordance with 5.1.40(a)(6)(e) and submitted with the information described therein. I believe this addresses the original submission's deficiencies and I can answer any additional questions you have. 117 Oronoco Street Alexandria, Virginia 22314 0 703-549-1123 * www.DonohueStearns.com Exhibit A — Zoning Drawings (12/04/3-7) 1 14, �JRGIN�P 1. DEPART ARBORETUM PKWY TOWARD ARBORETUM PL 0.2 MI 2 TAKE RAMP RIGHT AND FOLLOW SIGNS FOR VA-76-TOLL SOUTH 47 MI 3 TAKE RAMP RIGHT FOR VA-288 NORTH TOWARD MIDLOTHIAN 16.4 MI 4 TAKE RAMP LEFT FOR 1-64 WEST TOWARD CHARLOTTESVILLE 45.2 MI 5 AT EXIT 129, TAKE RAMP RIGHT TOWARD KESWICK / BOYD TAVERN 0.3 MI 6 TURN LEFT ONTO BLACK CAT RD 0.2 MI 7 ARRIVE AT BLACK CAT RD ON THE LEFT KESWICK, VIRGINIA BLACK CAT RD. KESWICK, VA 22947 ALBEMARLE COUNTY SITE VICINITY MAP S11 N'JC YJ4: 3ML � :' . 1,DOD' SITE INFORMATION PARCEL IDENTIFICATION: 094DDD0.00.D3900 PARCEL ADDRESS: BLACK CAT ROAD KESWICK, VA 22947 PROPERTY OWNER VIRGINIA OIL COMPANYINCORPORATED CIO FRAYSER WHITE, SOUTH CREEK IWJ DEED REFERENCE: OB 3195 PG 412 JURISDICTION: ALBERMARLE COUNTY ZONING CLASSIFICATION: PARCEL SIZE: 12-49 AC TOWER HEIGHT & TYPE: 149, MONOPOLE GEOGRAPHIC COORDINATES: LATITUDE: LONGITUDE: 37° M' 45,79" (NAD 27) -7B'20'20.70"(NAD 27) to GROUND ELEVATlOM431..Z AMSL (NAVD M) CODES: VUSBC 2012, NEC Ml1 DRAWING INDEX SHEET NUMBER DESCRIPTION T-1 TIRE SHEET 1 OF SURVEY 2OF2 SURVEY A-0 SITE PIAN- PROPOSED A-1 COMPOUND PLAN - PROPOSED A-2 TOWER ELEVATION - PROPOSED A3 TREF NtrW DIAGRAM A4 FENCE DETAILS E&S-1 SITE EROSION & SEDIMENT CONTROL PLAN E&S-2 EROSION& SEDIMENT CONTROL PLAN E&S-3 EROSION& SEDIMENT CONTROL PLAN E8S4 ACCESS ROAD PROFILES E8S5 SILT FENCE DETAILS & NOTES E&S-6 TEMPORARYCONSTRUCTION ENTRANCE DETAILS E8S-7 & E&S-& OUTLET PROTECTION DETAILS & NOTES E&SJ CULVERT INLET PROTECTION DETAILS E&S-1C EROSION & SEDIMENT CONTROL NOTES ESS11 CIVIL DETAILS E&S-12 TRM.O.SLOPES DETAILS E8S-13 TURF REINFORCEMENT MATTING DETAILS E&S-14 ROCK CHECK DAM DETAILS L-1 LANDSCAPING PLAN SP-1 GENERAL NOTES PROJECT INFORMATION ALBEMARLE COUNTY SITE MANAGER CONSTRUCTION MANAGER ZONING MANAGER RF ENGINEER PROJECT MANAGER ZONING DRAWINGS FOR A 149' SELF SUPPORT TOWER DROP & SWAP M•VF NAA¢ NAME: NAME: •MYC •111V! DATE DATE DATE DATE DATE DATE CROWN CASTLE ma•� AW V � ;V.TII of IUSTOPHER D.> MORIN No. 032984,§r 12,H.1-7 G1 go y3p8o8zeb� 2 s DRAWN BY: SAK CHECKED BY: BMO DRAWING DATE 12-0 17 CARIMItb MAW SITE NUMBER: SITE" E: I SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER B3LL10S SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET wIlf TITLE SHEET SHEET NUMBER T-1 LEGAL DESCRIPTION Erwa INTERSTATE 54 st WF CROWN CASTLE 1 \`\ - %'w I�,Y �w M-r �+ `yam (_ i5659S5"E Mi.'V" 1 ♦ \1 ♦\ • \� <<, B "•� BCA-hm., E.,n.—•PLC ;E.(I r.�h mh"NkL Sri`2 - _-t 1JYl�fy'! • . • ��•JL Ap• yyy _� ` ` ✓+: wov Cta :; \ Y Falk t h. rch \ 1 221111�'�h1 ` ZG'.rrti FLF 6' .'ta 1 4- AT♦ I (� %'ALYl'S 6- f/l�':TY � r .v s •\ _ ACCESS & UTILITY EASEMENT ' °- /a aao s1. a^ uz>y .rc w.- \ \ sx'.txr•! � - !; °,. '�"�`• ti" �� �� cos � is waeao•ao%"<Gv9 .w,..,.r •: Ga:wrm Eee�-u/ar \ � yy ♦n,'k,,,� � uunn <'rnarf r, (lYh�7"fX vt �';I :: i ._.v •NP.w ~titp 1 ZN \ . -' rl: r .ca a ~.`�C^` ♦�� T, �, a i �-ieza:r, e —Wm KE'_z Ac'c ,% I, - -I-2J!' kv_. iREi SJ A a.... _ .'v<' d^^stM'-"' ...•.. lva l ^ Y p 816361 A O.9vY't'♦ CN/L 9r _ lE.ErE VIRGINIA OIL ° COMPANY BLACK CAT ROAD KES.JCK. VA LSaI i Ix 'avrnu• rr..-c.'u',. �.`''.' \\.TH Or fmy7 BNB •+a5 ':9 a: IIC ,r Br , 5l . 0Lj J ri ' q V(lt XEi"o l - r PROJECT INFORMATION SITE INFORMATION C nuuEE• fi vc .: - _ _�:1.. C. DE D L .: SURVEY PLAT `e1YC� i E.tm ,.. • fi' R E ay- 1 9B ']ll4 D 4 G y+� - w.xE V �E FDk's'r/ar� S r�i � LCCAEL C:YAv-n r t _I iL 11 uC 'n_i_nNDS _aE.<�a VC-EITC.1 P"-'i==..E_ -• .91 TREES IIVR,4C7ZO THE 20'ACC _Z17 SS d- U71 -?'f-,45Z-A1C1V7- 0 TREES IMPACT AREA -sff c% A� 'A CROWN CASTLE A- BC A�hi.... F-,4.— PLC 566 1-.11, Ch—lb, VA 22041 2M� PlIONE. 8"-74N-�707 X— a- N avu v D"l 816361A V1136WIA OIL COMPANY .Z CAI KEWCK.VA2M7 %:Tli or t' TREE SURVEY 20F2 [MISTING FENCE -X—X—X-—•11—if—iF—l-i "A1XA• FENCm . % � r �souo L -IO PROPOSED DilaR,' lO �� o iak PARCEL Ip94-41A JOHN50N. Y,AREN S iRUStEE D B 4671 PC 210 1. 2ONINC: RURAL AREAS ENTRANCE CORRIDOR OVERLAY / 446D RICHMOND RD (((\ TREE X2 J XI;nNG TREE R S SCALE IN FEET 0 50 100 200 300 INTERSTATE 64 VARIABLE WIDTH RAMP A' TAM PARE: N94-36 T' VIRGINIA OIL COMPANY INCORPORATED 0B 3A, PC 402 \ ZONING NLIRAL AREAS &COMMERCIAL DEFILE ENTRANCE IOVERIAV NO ADDRESS ORE55 LISTED .1a ucAL � S y GRA'Olt AND G$ GRAVE[ ONIVf. 1 a MAY RVRfl /a-30 \ A = AND UIEAY VRAM OE COMPANY RA%MPOI11m 1EASOEMF 08 3195. PC 402 �. y zRRnc MIFA AR'S A COMMEAcvl Ol $ ENTRANCE CORRIDOR OWIEA•NO ADDRESS MSRED $ SW Rr PROPOSED WAI R Al .oE `i1\�CA ate Mom VV rQL� \ panpr I Ra- 1 cx$w alkol L EXISTING ZONING LINE— EXISIING PROPERIV LsV I� r TAX PARCEL I94-40 JOHNSON, RAREN 5 TRUSTEE D B 4677 PC 21D ZONING RURAL AREA5 ENTRANCE CORRIDOR OVERLAY NO ADDRESS USTED SITE PLAN - PROPOSED 816361 - TREE 945E MARNE AND MIX,M TIES 1 STAR OIORN — (IEEE) BCE EM (IEEE AlIEEIM OMEN Ea 0NIM (ROES) Iwo 1 MipK SPiL SRiO A OK 525D 7R CROWN CASTLE B V rj .I TH Op L C14�-� IRISTOPRF,R D.� MORIN No. 032984 1—.`1.1-7 E747C EUGt O1 ONAL ASPHnL1 ENTRA ASPHALT ENTRANCE LL 41SPAC 15• RCP �1�fs�a�a a 44 Wi S? _ ?- ORAWNSY: SAK CHECKED BY: HMO ORAM'IAG OATT 1246T> uRR,En's NAME SITE NUMBER: SITE NAME: WE NAAE KESWICK (WRGINIA OIL COMPANY) BUSIVE55 U,, NU4,BER ao�oR piE AOOREHR BLACK CAT ROAD KESWICK, VA 22R47 E* mLE I PI AN -PROPOSED TRUE NORTH I SHEET NUMBER 1s<ras 1 A-0 PI�IOgD lcOw LEASE AREA PROP09D I f SIOIE APRON AROIIIO FOM AKA — FENCED COMPOI.o Pwosn ODOM 1� mown ON Pd�4ip WONOP t V Y ODtmE UMIRM ROD P0.0I�D 1iiROx ODOM A vmlosD MREIFSS 3oX17 I m ,.M X COxrJETe mu m Pwm s " f rROrOSED us mm mwm sea — Plelro3n 90 &X12' m16cR mu" w � 1 PmPOSm Va" WRIT 4 mENOOR ON PROFV3D COIICIRIIE-10KE i�. 1e1D' maEn EMARM wn PROPM AC PANES nm ON mAAAAn I i PROP1igD BADS FM OVIRMmxm ON IFPNYE s� I Aaa RAE ROE R+sogD 12, wE ®►fl am PROPOSED 711 EDE PR0106ED 11AAYw110 �H (Am[IR SCALE IN FEET / 0 10 20 40 60 COMPOUND PLAN -PROPOSED CROWN CASTLE BCr .. , . =gym XLTH Op L! iRISTOPHER DG'9 MORIN NOIE: s® eNo 70M �`Kae "� No. 032984 z9��35$5s y3>§g�ad�a DRAWN BY: SAK CHECKED BY: BMO DRAWING DATE: 12-04-17 CARRIER'S NAME SITE NUMBER: sm N BRB NAME KEBWICK MROINIA OIL COMPANY) BUSINESS UNIT NUMBER 939 $"E AOORM BLACK CAT ROAD KESMI :K, VA 22947 SOTITLE MPO PLAN -PROPOSED TRUE NORTH SHEEP NUMBER srn,e nan n,x,n o• R<, � A-1 TOWER BASE: wntlIDE H ar SO' 45.7B' U)NIFFIAM W WF Zr 20.71f (PEA Will MUMM WIAI OF 19q 0.010 n 431Yt MB. 14W Ken; mcaow Yo"M DOUI or low I 2 �7o�17aP-2� 9BIe00M1 M1111116 • IfY At d0® US C01" AIDEMWIS . 13t Na AT.r NnFMMS . Ttr AX T-roar ,Im1.ws .. ra Racsn 1-311014 11R= ANTEI S 0.7 AM ADIE ALL NBFM.S ARE Mali 1,40D sU, tl N SRE WIi11H AND II71ER at BEPr.Bm srlNtr aiMa-AA am I Mir IArOW �raw lanm-w �PI�D4D IIDOO F0� Y� SCALE IN FEET 0 10 20 40 60 PROPOSED TOWER ELEVATION CROWN Table 1 •Proposed Antenna and Gable Information CASTLE Center Number 1 I INumberl "Unn . Feed »roo �� Mounting Llne Antenna I Llne Level (ft) Elevation of Manufacturer Antenna Model I Size Note I Anlennas Lines (It) (In) 9EHN11OEtl - alcatel lucent PCS1900MHz4x45W- 65MHz 147 0 1450 3 a!aTN luxnt RRH2x50-08 commscope CV3PX310R1 6 1-5/8 1450 1 tower mounts Platform Mount [LP 1303-11 TH of Y Table 2 -Existing and Reserved Antenna and Cable Information CUnar Number u^1�r Une Mounting Antenna Antenna Model Note Note ISTOPHER D.W Level(ft) Elevation Antennas Manufacturer MORIN Iry IN muu9 4 dec4kl DB834HBSRE-F No. 0329B4 6 kaeus OBC00561`1V51-1 12-A.1-7 G� 3 kmw AM. X•G�i•1S-f,S- -.-RET �OIYAL cnmmurvcatbns 13210 3 nolua FRSG 131 D S nolD3 FSES 7 1-114 2 g g 2 nolua FRCS 1 'aYCaC RUSM-6267•PF.48 2 stX.3 API S-M 09644V 131.0 1 tower mounts Pla•Sorm Mount [LP 13,33 1] 3 _ andrew _ S91NH•1055ManFrew $i 83 Sf S6 433 E SB 1120 3 commscope Comm scope 15S10979 E15509P7B 1 318 110.0 3 enesson RRUS 11 12 11 6J8 1 raycap OC648-60-18.BF 51 110.0 1 lower ma ints Platform Mount[LP 1303.1] 3 com"Scope LNX-6515DS-VTPA ERICSSON AIR 21 B2A 3 lrtCSSO^ B41P z 99.0 99.0 3 011CS9011 KRY 112 T1;d 4 1-5l8 2 DRAWSAK CHECKEDNBY: BY: 3 eMellon RRUS 11 B12 3 encsson RRUS 11 B4 DRAWING DATE: 12-0a17 1 tower mounts Platform Mount(LP 1303-11 cARnIEBswvE 3 Neale, lucent 313 RRH4X30-4R SITE NUMBER: 6 antirew LNX-6515DS•AlM SITE NAME: SMNAVE 3 anted BXD-83606380CF 90 D 900 6 wrlvnuope C8C78T-DS-43 1 1-1/2 2 KESWICK MRGINIA OIL COMPANY) 3 nokia B5 4T4R RRH4X40 6 1-1-118 1 BUSINESS UNIT NUMBER AIRSCALE 83040. 1 ray -cap RHSDC3315-PF-48 SITE ADORE" BLACK car ROAD _ _1 _ rower mounts Platform Mount ILP 1303-11 NOWS'. KESWICK, VA 22947 1) Eusting Equtpmen: 2) Reserved EgWpmerlt SH{F7 TntE OPOSED TOWER ELEVATION SHEET NUMBER PROPOSED TOWER LOADING 2 A-2 81&%l - M a%W El ATM AND SIDEp115 TREE i s� CROIRI IE171f EMSE BEY DEEn mum WE an nm mem (NOES) wo 1 NOmR MY SIml SRD A 2 DM: 7T SO20 SAD Imi '1 4 - 50w NEST. �Bvogn r inRuc R00 TREE HEIGHT DIAGRAM p1Y. 40175 NH v 14/ - 50w A15L D CROWN CASTLE BC: XTH OF t. WIN 3TOPHER D.> MORIN No. 032984 �t 12.i.17 G` ��OlvAt. B� ���t355s�s� DRAWN BY: SAK CHECKED BY: BMO DRAWING DATE: 12-04.17 CARRIER'S NAME SITE NUMBER: SITE MAYG SITE NAME KESWICK (VIRGINIA OIL COMPANI'( BUSINESS NHT W1H£R 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22547 SCALE IN FEET SHEET TM-E 0 15 30 60 gp DIAGRAM SHEET NUMBER su xvl.�a,rl , A-3 Us *EWA I-mw DR NP ADWAr".)— SLFSON OIL 12' .a DWLE 15'-' tr-0 ` 'll—j�TTTi 1� Cr FMu fuaE16 t e11E POSS - L - >¢ Nll DPG AE]tHA ro ItM1[ ■ 2 /B LDCAE WW t L= I>;AIL'SM FOURMnN a WE 9 Tw B iiOO aW DLW SM " WOOD FENCE GATE DETAIL �C.f DDW PMT (W.) USE rO • 1'iY 10¢ Comm t WE PM WOOD FENCE DETAIL CROWN CASTLE LTFI OF RISTOPHER D., MORIN No. 032984 121 17 ��ONAL EtyG sillml z 0;, ^sest883 _ DRAWN BY: BAK CHECKED BY: BMO DRAWING DATE: 124417 CARRIER'S NAME SRE NUMBER: SDE NAME: SRE NAME KESM9CK OnRGINUA OIL COMPANY) BlS14E55 UVR A'UYB%R WOOS SITE AODRFSS BLACK CAT ROAD KESWK, VA 2204T SHEET TRLE FENCE DETAILS y1FET AWRF A-4 LEGEND % X CHAIN LINK FENCE PROPERTY LINE --- ---- ----_ LEASE AREA OHT/OFIP OVERHEAD TELEPHONE/GVERHEA➢ POWER -- ------------UIOm011I NUN UES LOD UNITS OF DISTURBANCE SF — SF — SF SILT FENCE ----1 DRAINAGE DITCH CS CS — CRHTIGL SLOPE (25% GRADE & HIGHER) Owv'TTTIES ACREAGES: IA 314 DEVELOPI&TU PARCEL (TAX PARCEL NO. 94-39) = 1261 AC SILT FENCE 1276 Lf ENC SECURITY FE ISO LF EYb1M0 WERMOUS . ODB3 AC . 0`49% WluPt6ED_WDE%1A015 . K 3 TOTAL INPERVKNA = 0.421 AC AC = 332% UNITS OF DISTURBANCE PROPOSED COMPOIJI ACCESS ROOD & RESULTING GRADING = ±20,401 SF (0.652 AC) E&S-2 INTERSTATE 64 VARIABLE WIDTH R/W RAMP 'A' N 11 `\ \\ ; I ``� f X 7 KI 1 ` v r`fr :�``�`` `♦``` `♦ \ \ . ` ... `+ ` • •�``-.� magam Tut IANC6l fWa3W 2 V `% - • ,, + , Ool/p11D \ \ \ \ \`A \ ` \ Val � Aaw1A a mwlN MGKuaE®♦ _ �. `. ' +Vr.�Y.-"'%` ` ♦ ♦ , 1 \ \ \ \ \ �\ _ _ _ ICIWIG. MbA YG3 & CCwEIM. wmsr +to \ , `, ` '\ , , , • .♦ Low" C1Y.DOR i9pw -�� _ �-- `` E&S-3 - ►'4� \ 1 11 434Y ,\t •t• i�V \` ` `^4t0`- _ _ _ MD A9OlA LS - - 1 i .►� ' �' I DLY.431DD'M WD 1 +I\`�` ♦\` y _ �Li6.�'''-i X' a' SmIOD® SAI 1\ `\ �� `♦``` ^�46. - - ,'� ON'}\l\\ -4; ! A f WNW .` ii `•'Fyn' --- --- noo5ID3o'KfSS`--` U �` ��L \`.\\I�\11\L \' / ' ` \ ,` ♦ _ U�1F�--- 'MD -•.X-1 R\% Ro IANIDL' p4N 181t® OO/pA . 1(i `- _ _ _ - -- -- \ - SLOPES00511K TYRCRI)CAL 1 A' XHMSO&. XEN moo hftS_ TFUSI[E-W7b��♦ _ -___ _ ^ _ _ _ - _ _ --_ _ _ - ` ` \==� +` ` 1 SLOPES (1VP.J �. owLcm A2o LSNaEE s�ewl,(� ---- - ----- - - -, 'tb r-` `EXsric sa Aw l2eci r / \ I, 410 RICHMONC I __ �' \?� ~ — ---—___�__.•_ - - - �.t��.61.` 1 A O '` DI EDGE p12 A 1 �r 7Lt- _______ -- --_ - ``\ ♦^V I�..1 O i', F ASPHALT HMLT 7 Ar( f �' i_t3t� ` `` 0 -` _------------ TREE - ------ ------------------------ DUSTING t,(T _ `' ♦ ` ��!�i' `/i'y J ___ �e/ '1,\ IL L ASP L-------- EL6NW 15' RCP t CTVI NMI IOAI OOAPT SF 5y SEDNdTT —I- SILT FE110E AND SUPER SILT FENCE VA EdSIG HANDBOOK STD & SPEC 3.D5 cE CONSIRUCTION ENTRANCE TFlIPOWJli STONE CONSTRUCTION ENTRANCE VA E&SC HANDBOOK STD & SPEC 3,02 O OUTLET PROTECTION wwr ww CM VA E&SC HANDBOOK SITE) & SPEC 3.10 OP CULVERT INLET PROTECTION CULVERT INLET PROTECTION VA E&SC HANDBOOK STD & SPEC JAB co ROOK CHECK DAM ROC( CHECK DAM VA Eh¢ EW;RIOOK }TO 4 SPEC 32D VEGETATIVE PRACTICES E&S NOTES: 1 EROSION & SEGMENT COMA. SMALL COWPLY W/ AUDI WUlm REDUOO.A 2 WER TO VRULA. UOSU11 & SEIDOO CONTROL MANUAL (3RD ED) FOR STRUCTURAL AND VEGETATIVE PRACTICES REQUIREMENTS. I No N&OA09m SOL STOCKPILE Win 4. TOTAL UNITS OF DISTURBANCE = 128,401 SF (0 652 AC) & PROPOSED GRAVEL ROAD SAL RECENE 12' MDE X 6' SURFACE COURSE (VDOT I21A AGGREGATE) 6 CONTRACTOR SHA1L w FILTER CLOTH AND STONE OVER AREA DISTURBED EACH DAY. CONTIVC10i SILL XV SEIED AND UAW l DSA DID TOESL AIM TO LOWS EACH EaaiB4 rpA(E 1PII it 7. NO CRITICAL SLOPE POLL BE DISTURBED. ---Y--in—A 7 i(--�LX^i(—'ii —X _ I1 � � 1 1 I ♦ t .�' . 1 NV DISTURfE AREA MMU)" STAMUWON M E&SC KWBDOK STD & SPEC 335 OOSNR�'D ARIA STABILIZATION N FOR ID60M +Iww E cm MTH` AAA B&OpL s m a ON mum AREAS THAT WILL IV SE M117W TO FINAL Ma WRNI 30 DAYS M [a9C IAOBOOK SID & SPEC L!t OOSRINBm AREA P[LBYOO NLu7AtAF IONSW AFT[Ti FINE (7WOIC STABILOATON M (►$[ NIIA>AOK $Tp & SPEC S4 l-_________ -� `♦ % ------ - ]E00' of 18' CMP 0 2'01% e`- it INLET INV. ELEV:431469 v �' , '}s - s-.`♦ .E I1 I I' • DR IWRa 1&1-7 ` A OUTLET W. EV.Y.t31.i66 - �� I 1 I I 1 WFAM OL fA lAi m DH 3794 Er. 4@ - I - 'If I ._ _ 1 J T 1 i 201MQ NMl A DO & OEMhum VaTa ORIIYIQ COgWO& PAip I4'% 1) 1 1 VjV EXISTING TREE 114 NO LESS 167FD 11cc&& - SFIRT ? Pf1JMgD CROP - - tY 4 OYWQ DODO I x �' TAX PARCEL J94-40 1 a_y JI 1 A 1 ! f I \ ' ♦�1 _ - JDHNSON, NAREN S TRUSTEE DO 4677. PG 210 I �rTT fUROi I I `MLIWE I E fib I ♦ WAIRR& 51411d1 LOT- w SCALE IN FEET IT ZONING: RURAL AREAS ENTRANCE CORRIDOR OVERLAY NO ADDRESS LISTED ♦ I IX -, ` ♦`,1� o 40 80 160 240 TRUE NORTH �. EXISTING ZONING lW[ SITE EROSION & SEDIMENT CONTROL PLAN �"I x,-1 1 � CROWN : CASTLE ao H OF 2 RISTOPHER D.�, MORIN No. 032984 12-A 1� passs��a^ DRAWN BY: BAK CNECKED BY: BMO DRAWING DATE: 12-04.17 CAJ4Ii1F.RS NAVE SRE NUMBER: SBE NAME: 6rrE NAME KESWICK (VIRGINIA OIL COMPANY) WPW-SS VN g NWBF.R B3O406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22547 PLAN MAWR EIS-1 LEGEND E&S NOTES: X X CHAIN UNK FENCE 1. ONISION & SEDIMENT CONTROL SHALL COMPLY OLuxtm ACREAGES: CROWN W/ ALBEMARIE COUNTY RMUIREYENIS 1A 31ti DEVRELO QTf PARCEL (TAX PARCEL NO 94-39) = 1261 AC �/ CASTLE PRO�PI, 2 REFER TO VIRGINIA EROSION & SEDIMENT 976 CONTROL MANUAL (3RD ED) FOR STRUCTURAL 280 T3 EOOSTLNG IMPERVIOUS = O.O6J AC = 0.495 �+ Icecc AREA AND VEGEFANVE PRACTICES FQOUTAEMENIS. —11N.I SP VIOUS • 53AC AC = 9% NO PROPOSED SOLL STOCKPILE AREAS. TOTAL INPERWOUS = 0.421 AC = 3325 4 TOTAL UNITS OF DISTURBANCE = 12S40I SF r OF 0611iREIR110E CHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER (0 652 AC) UNITS OF DISTURBANCE (f01AL — M401 'SRO- 14 S PROPOSED GRAVEL ROAD SHALL RECEIVE 12' PROPOSED COMPOUND, ACCESS ROAD & RESULTING GRADING = _—___________ UNDERGROUND UTILITY LINES WIDE X 6' SURFACE COURSE (VDDT 121A ±26,401 SF (0652 AC) AGGREGATE) C12' iJ LOD UNITS OF DtMRBANCE IL CONTRACTOR SHALL LAY FILTER CLOTH AN O ROIDSO[ ONO1 STONE OVER AREA DISTURBED EACH DAY. . . —SF — SF — SF SILT FENCE CONTRACTOR SHALL ALSO SEED AND MULCH in CONIOW (rip) - a•. + .. r STRPPED & SPEW TOPSOIL PRO TO LEAMNO INTERSTATE 64 �) DRAINAGE DTLCH ' EACH EA EVENING.SLOPE WILL BE DISTURBED. WITH R/W RAMP 'A' CONTOUR (TVP.) i\ r' STOP FiER D.> MORIN No. 032984 �OlVAL �yG Mo =0 \ \ \ \ v \ \ \ \ \ \ RoA \ \ODEm von IBMD \ \ \ \ ®aR*WM SWU FINICE 'o \ \ \ \ ♦ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Is PROPOSED I4W\\_ PROPOSED 20' ACCESS nr... LED rs >n / m u,.4P w IL 1 monon CORY 1 11 1 \ \ \ \ \ \ \ 449 _ w IOdRtIIF / �' A I -If S10E �� I I �AINEA MBn,samc 5101E CDOODIDLE F NKAN AREA I \ \ \\ \ \ \ R✓6'\ ` ` �i I _ r` — _ FED PIEM� Y WOE Lea ' ALL TREES AND \ \ \ i /' QiOIM FEINEFII / / / / / / 1ELE1Aip V DM FENCED AREA \ \ r \ EEJTNG'/TUN "0", (71))]W1F11F \ \ \ SEDIMENT BAR.- GI FENCE AND SUPER SILT FINE VA E&SC HANDBOOK STO & SPEC 3A6 OCG67RUCIIOH ENTRANCE TEMPORARY STONE C015TR0000N ETIIRMCE VA E. HANOBOG( STO &SPEC 3A2 O CUTLET PRmCBON CULVERT OUTLET PROTECTION VA EASC HANOBOOK STD & SPEC 316 qP CULVERT IND PROTECTION CULVERT ME PROTECTLN VA E&SC PMDBOOK STU & SPEC 3.08 w ROCK CHECK OAM I ROC( CHECK DAM VA E&SC HANDBOOK STD & SPEC 3.2D DRAWN BY: SAK DRAWN BY: SAK U� CHECKED BY: BMO • — —�� L DRAWING DATE: 19-04-17 G 0AATA4ERS NAME I 6RE NUMBER: SITE NAME: = _ T SORE NAME KESWICK (VROINW OIL COMPANY) VEGETATIVE PRACTICES J BUSINESS UNIT NUMBER \ \ w SCALE IN FEET�\---- ~ s 0 20 40 80 120 TRUE NORTH O DISTURBED AREA MAOM STABwuTION M EASC HANOB00I( STD & SPEC 335 O DISTURBED AREA STABLIIADG! SEEDING GIN� FOR TEMPORARY 1E4%TATM WAR PIRH FAW CRS®OINGS ON WW AREAS 11W WILL R III TO rw GRADE KFO N 30 RAYS 'A EASC HAIOBDOC SM & M 3.31 ODISTURBED AREA W , PORIN VEGETATIVE COVER AFTER FINE GRADING SFASUZADON h 1I ,W98DM SM A SPEC 332 830406 — — 'I mm ADORFBE BLACK CAT ROAD KESWICK, VA 22947 SHEET TTTE _ — EROSION & SEDIMENT — — CONTROL PLAN SHEET NUMBER EROSION & SEDIMENT CONTROL PLAN 1 LEGEND P Af TIES x X CHAIN LINK FENCE E&S NOTES: 1. EROSION & SED6ffM COnROL SHALL COMPLY VODT ' 71A 0. SILT FEINCE 314 CY 97G LF Pogo" LIE W/ ALBEMAR E COUNTY REOUIFEAff7fIS SECUNriY' FENCE lzm 9 LEASE AREA 2. REFER TO VIRGINIA EROSION & SEDIMENT CONTROL MAMA (3RD ED) FOR STRUCTURAL DHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER AND VEGETATIVE PRACTICES REQUIREMENTS. \ - — — — — — — - UNDERGROUND UTILITY LINES 3. NO PROPOSED SOIL STOCKPILE PREPS. LOD LIMITS OF DISTURBANCE 4. TOTAL UNITS OF DISTURBANCE = E28.401 SF •� \ \ (0.652 AC) ` \ — SF — SF — SF — SILT FENCE S. PROPOSED GRAVED ROAD SHALL RECEIVE 12' Sv SEDIMENT —ER SILT PENCE AND SUPER SILT FENCE VA E&SC HANDBOOK SR) & SPEC 305 OCONSTRUCTION ENTRANCE 7WINARI SIOME COW RUC ION ORRALi VA E&SC HANDBOOK STD & SPEC 102 O ODU7 PROTECTION CULVERT WRET PROTECTION VA E&SC HANDBOOK STD & SPEC 3.10 pp CULVERT INLET PROTECTIGN IMVERT mT PROTECTION VA EM HANDBOOK STD & SPEC 3.06 O ROCK CHECK DAY ROCK CHECK DAM VA E&C NANOBDOK EYE & SPEC 37D DRAINAGE DITCH WIDE X 5- SURFACE COURSE (WDT I21A — _ _ VEGETATIVE PRACTICES ■M'0� ! X 2' 6 CONTRACTOR SHALL DAY FILTER CLOTH AND wO DISTURBEDDISTURBEDD AREA YIAOiG biftlR OOERI ` STORE OVER AREA DISTURBED EACH DAY. CONTRACTOR SHALL ALSO SEED AND MULCH +S£ STRIPPED &SPREAD TOPSOIL PRIOR TO LFAMNC EACH SIABIU7AnW M E&SC HANDBOOK S1D 8 SPEC 3.36 ODISTURBED AREA STABL17AnW 4IIWG FOR TEEMPOM KNE COMB VOA FAST MOWRIG SMDACS OW DIMO D AREAS OW WU MIT E BE BROUGHT RI FINAL GRADWITHIN 30 DAYS &SRC 331 ODISTURBED AREA PERMANENT VEGETATIVE COVER AFTER FINE GRADING STABIU7AnON va E&SC IMNDBCOK STD a SPEC 332 - ' 7. NO CRRM11 SLOPE WILL DISTURBED-DISTURBED-M1 ElA MNMBOOC AD _ ` ��6T may^ 1 ' ' TAX PARCEL 194-38 " 1 452 �. ` \ \ 1 \ \ \ \ \ \ \ \ `OFJ n ("w @L , VIRGINIA OIL COMPANY INCORPORATED ' DB 3'.95. PC. 402 '451` ZONING RURAL AREAS & COMMERCIAL OFF.CE^ ' ENTRANCE CORRIDOR OVERLAY \u0' NO ADDRESS LISTED ` •449— \ \P\ 1 \ \ \ \ \ \ \ \ 447— \ \\ 442. 'IWAG Sod AND GRAVEL DRIVE�•/ \ •� 6PIVOBED ELT EVILE OV4 _ \ '+40� \ ."- V _' \ \— \' \ \ \ Y. '6 \ O - l CRITICAL SLOPE 1 ` \ ��•,�N1705ID 20' FQRSS t � AIG UR/11' GISaEIO IY�OF PROPOSED COMM WIDE gnu != l V a _ 36,00' of 18' CMP 0 2.01% INN INLET . ELEV.431989 "'.uw, - _ ,i-✓ / / / / �� / - / / ' ' _. 0VW W. ELEV:431 266 747747 SCALE IN FEET 0 20 40 80 120 TRUE NORTH / / / JA/ ACREAGES: DEVELOPMENT PARCEL (TAX PARCEL NO. 94-39) = 12.61 AC DOSING RVETIVOUS . Om AC . O.N% TOTK IMPERVIOUS = 0.421 AC = 332% LMRIS OF DISI REWI PROPOSED COMPOUND, ACCESS ROAD & RESULTING GRADING - ±28.401 SF (0.652 AC) CONTOUR (TYR.) CRITICAL SLOPE EDGE OF { 1 �PHAT ENIRANCE I 1 /1� ISINC 15' RCP CROWN CASTLE B V �wR.vna TH OF !' HRISTOPHER D.; MORIN No. 032984 a 12.y 17 \ Sa��VAI. V r�€35s'i _lll z , DRAWN I BAK y u CHECKED BY: BIRO DRAWING DATE: 124W,17 GABBERS "AD? SITE NUMBER: SITE NAME: 6fIE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 030406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEETTITLE EROSION & SEDIMENT CONTROL PLAN SHEET NUMBER EROSION & SEDIMENT CONTROL PLAN 1 ",° E&S-3 LEGEND - DDSTNG SURFACE PROFILE ALONG PROPOSED ROAD PROPOSED ROAD PRORLE ACCESS ROAD PROFILE GRADE BREAK STA = 6+00.00 ELEV = 442.622 GRADE BREAK STA = 7+00.00 GRADE BREAK STA = 5+00,00 ELEV = 435.952 GRADE BREAK STA = 1+00.0IGRADE BREAK STA = 2+CGRAOE BREAK STA = 3+0(GRADE BREAK STA = 4400.00 ELEV = 449, I D9 BREAK STA = 0+00.00 ELEV = 435,521 I ELEV = 443—, I ELEV — 451. Station = 436.657 rm CD Q 0 OD' of 16' cw ® 20 ET INV. ELEM431.989 4Er INV. LD.-431 266 SCALE IN FEET 0 37.5 75 150 225 TURNAROUND PROFILE GRADE BREAK STA = 0+00.00 Station GRADE BREAK STA = 0+46.00 ELEV = 432 I79 ELEV = 430.580 m_ s 50 CD < % S Q 4 O 4 l! 10 23 0 ACCESS ROAD PROFILES GRADE BREAK STA = 8+00 00 ELEV = 432.133 GRADE BREAK STA = 8+23.13 ELEV = 431250 CROWN CASTLE �R SCE —LTII Op I� IRISTOPHER D., MORIN No. 032904 A, 12-A li ti �ONaT. e1;,G to o�N�13 FAQ' m3��g¢db� DRAWN BY: BAK CHECKED BY: SMO DRAWNG DATE 124 17 CAwi*RS NAPE Sf1E NUMBER! SITE NAME firm MANE KESWICK CARGIMA OIL CONPAMf) BUSINESS UNIT NUMBER B30406 SIE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET MILE ACCESS ROAD PROFILES SHEET NIYBl94 E&S-4 � 57O e5PEC305 ,la SILT FENCE O Ivy ' �s�.'4�de..,oss .m;auara.ed,o.,4+M Hxae,hnmJs r n.mWn J�empn rau..krr iror- ,""Jee btu ren �u7ld or_na muY emOs+er We cdss+luY he ardeJ se wh • ryfedlLae LnllM Wem mz .Mrh fJrarbR ULIM�tl Pra,l �nLl a<wrrra aerA I.I� y� rrmw a....r euerMN inn Ik rrmre lAr I>1m� Mvt euaEe vgJeC rn Tlrn meJIN d unullv.n I,a been IeunJ r" M ieurenmrluoµae r4e'Mi>.raw II".bkn<i,mhmev"aett:urwaJrvn lme nr mk:lnrmvr mer4 IN .uttio-x Impin m elxn:nu.,arl•..,.M ue ylvi sNilraaum sLb r...Mae M1 rogue orwNm"w"p (vet ]Ai2Y FNfaal¢mI G6eUilm[tlW b:uW l.r ppli ulna - __ nN veu in"Lmt+n a+sen uaeJ in apl_ M"" Jn ufdope a:.a y NOTE ILL DEBLS ARE RD-URENCED FROM THE MRGNw EROSION AND SEDIMENT M41ROL KANDBOOK• THIRD EDITION, 1992 OipC r. r no wn.r< ur.�tt "r m. en�tix. ve" �„N n•a. r� � w"rr.r . kn�,e b m rcr<moa m. m„•R �, I .al�ewel a,: w+.<�.ww.�w rr..r �rYe as r.w.N�.rYr fYr 7L 1a (Ili?)] `I PPfI!_!. 1 s..i.e am;n. almra:W!unal Susnee�ia�rM .�i .. aNN� kl(`d>mot't1 3 Da,Jew•„r.�uu,,.�.,,a."I:I�.<r,•.,,I�.o ��(b: rHv to �xY, Lae �Tz i- vArci N n'x„ m., d'mnc,Mu¢n mRrtN �uM rtr S¢x�meem SaLa'� 34kne6 ucrTRf Tm> ;: : ir::i <! C. N>: sw nyxNrmm lr+� - NOTE SILT FENCE FABRIC SKAIL HE 36' TALL, STNQD MTH 2' X 2' IW MYIOD STXOE$ 6-FOOT CENTERS' SILT FENCE DETAILS 8 NOTES CROWN CASTLE rwn'an.+a rLmY n Ne1 rein runix Tc, Reawrmmo R //� lJ t/ m�r,tin TH p F L' RISTOPHER D.y MORIN No. 032984 M1.�r" •-.,».,•tea "u. u<m"r DRAWN BYr SAX CHECKED BY: BMO DRAWING DATE 124417 CARRIERS NAME 311E MILMEER SBE NAME 311E NAIX KESWICK (VIRGINIA OIL COMPANY) BD51VE sDNIT MM1 ER &10MW SITE ADDRESS BLACK CAT ROAD RI KE9WICK, VA 22M7 Sere reo'ntq,rl "' 1 1 E&S-5 STD B SPEC 3 D2 : u TEMPORARVSTONE CONSTRUCTION ENTRANCE cE 1k0vuim �. rlrr wuirarvwr Isr. saMe+N•cVrarsrk•r+rrWrrw, Pamu Tn redax Inc amrvnl pf mwl wmpmetl v n paM PuNrs roa4+ Gmmw rrHgsi ul mill Lcnduwm_`*xucCawcu3edw wnp:p,a lame wn m I.-,.rnRa.�mew.s,pn,n. am rr:rr�r mr..,H pnw, w+Iry Ira w wnrrp..� a.a� NOTE ALL MAILS ARE REFERENCED FRDM 711E MRGINK EIMIDN AND SEDIMENT COIBROL NAIEBDOK, THIRD EIMIION, 1992 i w...rwv a,� � • r rr.•n� �� �w ��r..®rsa p �Mtlr an ti wne �.p�m el �t m 4 mm�cJ Icy awlu y am rsr+Ira+ pyicrmC arA.vr �MYr'aillm hY p.aAwrfue enwbw. A4a✓�r:eu rrra VFrrrr�. Y �4r Ar sar.rsprrL Yi wrprr MaW.phM+Y Ya A.rW Nbs up+slr.lre�mr pAlsu I awAy rs`r.W .4cM w rrMA [ �s ma. r:rrY M .rwr. w.trr w Y VAa:sa� • Wrrrr IrA Iw Yt � /Fs fIQ C11afnKlTIM IrfvVr cTVM IfAIIMI r wAhr Y r�r r � I.W r w r.�Vacs rrti+,H r M c Mm M.saW nw+:, cyll: i.slr+s rP'r'Vr+l. sa•4'ws r awe w W Ar �u vla+ W ka�ilww.weu.rgwdr wypr�.m rl...yh�v 1mIFaS: l— AI�Fwp sKp Yt%)1 AI (oars Apgrcplc I. Irr ylMr auxlJwuld Irc mN llrc agepaly la,er mu: R el Isu: a rnabc. l4rcea mrnrmum+hr.c rnelu M agrcPlc fp.ul[ �pl..+i n to r uc adtl >ta! la, and w 51p� :epnnl ra l�mml el.lelrJ �M lrrll.eiarn M IM •en�wN IApra* mC e wdllmsP rm n Tx leR+n Wlncrnnuna nrrul Neafl Jyllss;fxe P a.lt±ll'a L mMilum, on the .ile ue wen INI Ih< mrbril..1 nmmed nl the rcnreln urcllvp wn IM1e ,lux. IYn Jrc :no of Ine vsNAsr mul 4 vaJl[c Iq!ws Ik'NIc rovJ w'rn w:m Inia x orrmW aeq 'mm Ins rnlnms to a aPlal•�rN xWJrp, vev �x.Lnxm Nl xeinev+nWl Apra. kr� ' Nrn o aura u+.M In nm4s mws mmrnrcnl aryl cllxlne Ixc RAc) R`�D n lAAONu fAr cnlrans aMUN N kekJ In NrarCs for maaramm ulrnr_ncm M all m:evmnrw ,ankle, fA1 5R' STONE CONSTP.CCTION E! TP.ANCE. SIDE ELEVATION Tnsar um ol3 rn anJ n •I n<slrmsJ W all aep��wb nno unJoNaroyrmnrmble nnlcrJ The fli �Enns u:derlin<••r+IIIMn k pAxrJ Jr full wrtlrn aaJ Iccplh of rlc rnrawcc ar. Jrc rmlalHrron of Ix p alvll k p aaJ Ip r.p.. xc u+se ur a+wkJ auurdrrrp In lrunulrurer. �alu.r. uyJ rng H.ilrlx+squ Jlrvs..". ul r.mpn4 ruN K..rmlurca d a pa:larsn< fLmrv:+ ar +arm m' mdran:cr TTc Gnus Dull x rrrr eur!aw, R mNee aml nw rei+laal uua exJ,rrm to the —d .li.n4 :.m n Nantca,xc onra •,Iikrl ea wrN m.+tlr/wl •ir+AN[axrr+rcl:rts, an�o.rrcc..rlm mw �wrmlJrxm mmrbsrc s.e I marek vl.Jnrm�d. xmneJ, nl Iruslwdume rraNr+wll rAAlc )a:a m�sne(no.K sn:cmc Wows I.prl.a.+ Naa...an annv cmlal�r= emnld' r�l cur: Tvwlp 5uevPnlbl :Ou ^JI ASTTI DINS FLal FW-lwe 1.) 'J•I NIV IIw� z ulkn Burtl I revyn lln+1 r4) lW AST51 D:T'r. srag4 IIn.Nrc rl In ImroCifNlt nl v>x.� us 5rawaJ exs •� kaga ssppmr:{..trvnweariun uc>mwlNeie Jattm,rncc�Grylr CcT4 aM HMrwegrM1 Inwlemr en pr'�a:ltwbp re ard aiz.c w un5u art I21uIW Y nl 1 Ala n uMM1 uW me rrrrma SpunNxal r i IqX Tyar a nln'a lea. In nrug4..1.,: atl •kere nav rvNR .6 WWne Wnra nn wrnJ.rr Trc.ml I 51awmJvttl�t waafr IAOX w crJ.aunc TEMPORARY CONSTRUCTION ENTRANCE DETAILS & NOTES CROWN _..CASTLE min III BV y P,,Tx of i RISTOPHER D.- MORIN No. 0q I � 12.y l? OVAL ECG LWCYSR d�d� 2 � DRAWN BY: BAK CHECKED BY: BMD DRAWING DATE: 12-0417 CARRIERS N.UE S NUMBER: sm "'Awl um NAAK KEBWICK IVIRGNIIA DR. COMPANYI eLrsPEss uNn I R1IRIER B30406 BITE ADOREW BLACK CAT ROAD KESWICK, VA 2MY I � V E&S-6 STD a SPEC 3. ra NIA OUTLET PROTECTION O Lkurmvn Pm -a ,r .Nunv.crixo. ",eiC.M �� P a + al a..=l.r uiiJnr He. n 11L+Cm M L' 1cLLc P nnp ,tk ..c•, Per x.,rl,er+..0 rrwaK�Rp.�ut�•��•s.ra~sa a.�.�a x'rrtJ 'RKM'1w 1w llw!Uf r^.•"w�.x- ap<c lau Ku<I.Ib:) errrar�rr..rw. r..m.e.na,:I tr.rraM... te.Aamt J.la. �... r r-.a.... •.. m.rg<,...xx.. r r .n _� �..r.l 7ww rwr � �..wA et IFe <rN rvr r Y..w.a.. -r. rM IAImJY.lwe, 7 � L.Pn.t ME�nnrp el Iravrwm II_/rec: aeptlr N A••+I hP�^'sv N vamriwn (If I .� &eAv'vlva le teerwrwl N•pemlattN rnrnieen as nil Nlind.rrYa• arr Pmak amsr in . I a Pr tm. „ un ra,rorl ry apt\-arary a.aN,•re fPr mtYwar fw. NOTE ML DETAILS ARE REFERENCED FRDK THE MRGINN EROSION AND SEDIMENT CONTROL HANDBOOK 14RD EINNON, 1992 tw_ HaeJup,r� e<„ onk�• ..W�rwny,� warcan rM...r N'rv� r.n quat4v pcnevly rcaNc�Klmy.kcneoac6 uc aP+a'b au I�xr.aiwg enamc'I rr arca ru nmbn T waarwllr4.i Twa.+a•V•�.r..+ Rrxw WrNw Prr r..r� _. ' ..wr•t r r rar r. ww Pr r wa..r. w.. Cr�rubraF�M.Tr�er.w�a.wr VrM pMa• pcM'mdA AaPr+blc ecJS,a tirW Iml:c"x�Yaa v,�bc fwrJ r�n'aiYc Nlw c wrae.�r Y IFMrLL�Ytli.fiQ IY�mr a..� ,r r.an:L•. HYWr�Lf W. .. 4 R Pm of Mlm�.ar Bweau o`RRa� T ,e Namw'.M �.xc IMui N ae Nn.- ac..mlNt u,m: rM l5 Cx.<numu Fi ry' (Nfi.e av tkc STfMNN'ATER LDx\tY,4uR nrAw •e • � 18 Sra'. J nA vvYM�Per m snnal wYco s rw rPp IX m Wqn arcalt N Jamie �r�ccmuuo aMJnok rwr to pro�n,eE uvoa yrr muet pwmwn a• a �,aaKN„.•� a.m<m.aa a, �. m.lr.a, wf xmweel agor_ fMaer avea'rn Jell M ar,aaJ a bwa"•4 fe0vwm5 cr<v asx.satu •%s Aua . R. • trpA rrwN„p. ®rrpee�ryam w,�Jx wJ<�motM axrrx..ee ra af+mNm waa aaP rpf .r '. pep Deem JnmNx uYuaurlaq. 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Ae.lr OUTLET PROTECTION DETAILS & NOTES CROWN CASTLE Op I RISTOPHER D „ '.0-111, MORIN No. 032984 (Y 12.y 17 - _ S"ON,1, g `G lw.IVfc !Aac1 Pme s>na t.alaau.adl ._ aun \v. fm'.w.anlr DRAWN BY: SAK CHECKED BY: BMG I—, V. DRAWING DATE: 12-0417 M"a �'^•rn `r CARRIER'S NAME SffE NUMBER: tmme f:nMlraCxrxwr Arl SITE NAME: Cotala•.ne snupa.. 5.. 57TF NAB mau.w Iwe ray,. •a KE4WICKN UUMM, Oil COMCANIYI sm EssU VWBEA b m a...4aa�arra u,..F n al NJ „a.a, H„<ry N Gxll t.nfveen 530406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 ■ r uA� nrxrrl , EBBS-7 11w I-) om It V R NOTE ALL DERILS ARE REFERENCED FROM THE VRGIMA EROSION MID SEDMDff CONTROL HANDBOOK THIRD MM, 1992 OUTLET PROTECTION DETAILS & NOTES (CONT-D.) ,-("I CROWN -,CASTLE 0�Tfl Op RISTOPHER D.*-- MORIN No. 032984 L. 0-NA L 'F DRAWN BY: BAK CHECKED BY: BMQ DRAWING DATE: 12-0417 1 CARFUERS NAME :SITE NUMBER: ,E NAME: SUE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER B30406 SITE ADDRESS BLACKCATIR AD KESWICK, VA 22947 IETAILS & NOTES (CONrE I SHIFFT NUMBER I 1 E&S-8 4 STDI SPEC 306 ' CULVERT INLET PROTEGTON aP SILT FENCE Cl. LSL'RT• INLET PROTEC 7T110 OPTIONAL STONF. COMBINATION v� —f 01—al Srvem: iY�en ssrJ�u a�o5u'eY,nlnt .ya ra. m .a NOTE ALL DETAILS ARE REFERENCED FROM THE MPaNLA EROSION S AND SEDIMENT CONTROL HANDBOOK• THIRD EDITION. 19M 1t e f:mJiuou N2¢� ¢ApLn ,uNl--of Je JuwMd Jrn -- art—. _nl,ri, —a, m.-1. m'OWrr,dr��,.'��ik�n,�an�m` „mod wre��wia ar. da.'. tee, �n >t��N<r ".Prt•,en w.n.,n.r wa .Wkrc rnaolr.Jl w.t rx wa„,rtNl•�rr`. a as r e„n:ar, r .,rwYaw.mraM w�Y, •�m•,r �=r.r. JnbKwr Mr/ti.r,r�rw�r �.. e,Pay.-a.wM4 .ec PUN•*.n ><a,,,�r m:n r,,,� ou•en ...e meaf:M1c mew rc,lae ,..b .mi,N. 9' n I,K ice, P,�a�l�d� •�II D«-�mrJ In a n,uM: "ar � it �dw,�.br mr and duPmat NvaBnd ,cdlnen: >m m-zu. irtMreixc+W auwn-= TRi In w QI M.o am1— pcmmngRhr+uerwAe�wlln m•�.u•:,vmr.r,erce o,Gway� o P•em ' i°`vwn," a.l mr.p `�r.am lwrc�•,nl.l P,..rne a,•R.:a F: rw,nc L*+:ch cm.r. Ya leraal JaM n rryaysJ CULVERT /.'LET SEDIMENT TRAP } PERSPECTIVE VIEW ELEVATION 5-„a. F,,,In u.nn,e SNiP..-. {vnu,A cmcviro,ao wr ..u._ R >• CULVERT INLET PROTECTION DETAILS GaU r�=rr�.thailuav Srcva:e:u'mflc� J IWIL:s n r ntau6,,: she I; ma.Mnu:•x nnJ..CRan .nt � .1.nIJ x u.a.¢e "vnnrc,.hs_t�r Irp m,ny,..•Ihs ill,,. IrunFm ,Rn,ry, ,.r ni Pvin'..IJs s. �eiPrn, WJs: br M1... Ir�m lart •Lunn a.snn yr,v - iiaii�ilwxi�xiul�n:�i ianl� �a+r.>l.�.m, P'.,n,a y«. •., .uYJE[:sall�^'^r4LT1BAlSY}1.ULLS'l�:LL'aNc:a,Tiuu: a . »r� no F 1w.a.....r. r«a ra.+w.+ae. wnP�•...,.wa.. _ AP:ePn ,h.I Fe nPlueJ is dulld +Fen Inyaooe muU Jr: a1.grJ wr4, e ea•Mp pordigy PnYJeen vM1sM1 inniere wIM1 unJlr mrtwunoi .� SedmaelJWl%rmw,eYwne uryowneer rrrr luaryiwl brxm,ru H. rn •eLnrevr lu axurcuWN :o ared4l lY Jeapn daAd NedeC •edmem. JW Y J.{wnJ in a:uluNe Y w -au.M1 a rtrvmer rW v wll nw en'ee.rvl ew ,.d'YlaJon prvNem. a bn �RFer< �M uPWhPlI k� hr hen w I — —mJ our u•dul rvry.e CROWN CASTLE �1.T}i OF �RISTOPHER D.y MORIN No. 032984 ,Qr, lZ.'i.li ♦� .S14VA 1 Y, gI9 RAARs If If o�^ kz1o�� 1n u 8 8 o g b_ DRAWN BY: BAK CHECKED BY: BM01 DRAWING DATE: 12-0 17 CARRIER'S NAME SITE NUMBER: SITE NAME: $RF NAA IE KESWICK MRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 53040m SITE AOORESB BLACK CAT ROAD KESWICK, VA 22947 BHEETTITLE CULVERTINLET PROTECTION DETAILS $-EET NOMSER EELS-9 GENERAL LAND CONSERVATION NOTES I SOURCE CONTROL NARRATIVE: MAINTENANCE: 1. NO DISTURBED AREA WILL BE DENUDED FOR MORE INAN 7 CALENDAR DAYS UNLESS IT VECETATIVE BUFFERS: I. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH IS AN ACTIVE WORN AREA OR OTHERWISE AUTHORIZED BY THE DIRECTOR OR HS AGENT. A VEGETATIVE BUFFER WILL BE PREWiYED AROUND PARTS OF THE PERIMETER OF THE SIZE THRWGHOUT RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE 2 ALL EROSION ANSEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO, OR AS THE WORK EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE WADE IMMEDIATELY. THE FIRST STEP IN GRADING. FLOW 06PERSON: 2. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE STORM WATER SFEFf ROWS ACROSS THE SITE FROM EST TO NORTHWEST FABRIC SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION RELIES HALF WAY 3 ALL STORM AND SANITARY LINES NOT IN STREETS SAL BE MULCHED AND SEEDED WITHIN 7 DAYS AFTER BAC(FILL NO MORE THAN 500 FEET SHALL BE OPEN AT ANY SE SENSIIMIY: TO THE TOP OF THE BARRIER ONE TARE. ALL THE SILT FENCES SHOULD PREVENT SILT FRONT ENTERING ANY DOWNSTREAM STORM SEWER SYSTEM 3. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED . 4 ELECTRIC POWER, T1fPNOME, CABIN TV AND GAS SUPPLY TRENCHES SHALL BE THERE IS NO PROPOSED SOIL STOCKPIUNG AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED COMPACTED, SEEMED AND MULCHED WITHIN FIVE DAYS AFTER BALKFILL EROSION AND SEDIMENT CONTROL NARRATIVE: 4. ODNT TOR 6 RESPONSIBLE FOR MAINTAINING ESC CONTROLS DURING CONSTRUCTION 5 ALL TEMPORARY EARTH BEAMS, DNF56KRA AND SILT DAMS SHALL BE MULCHED AND 5. INSPECTION TO BE CONDUCTED SHALL BE PER A BEMARLE COUNTY STANDARDS AND REQUIREMENTS SEEDED WITH TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER GRADING STRAW OR HAY MULCH IS REQUIRED PROJECT DESCRIPTION: C WTRACW 6 I1510581 FOR 9O1131D111D ALL NSPECTM THE PURPOSE OF THIS PROFIT 6 THE CONSTRUCTION OF MONOPOLE TOYER R FENCED COMPOUND ALONG 6 SILT FENCE SHALL BE CHECKED AFTER EACH MAJOR STORM EVENT OR ONCE PER WEEK SEDIMENT S. ONNG CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY NLET WITH ASSOCIATED UTILITIES AND LANDSCAPING. THE LEASE AREA OF THE TOWER IS 10.000 S F. (023 AC); SHALL BE REMOVED AFTER O BECOMES 1/3 HEKST OF SILT FENCE PROTECTION, IWNTAINED AND MODIFIED DURING CONSTRUCTION AS REWIRED. THE COMPOUND AREA IS 4,9DD S (0.I12 AC) 7. ANY DISTURBED AREA NOT PAVED, SODDED OR BUILT UPON BY NOVEBER 1ST OR I t "m - AMDD m mcrt S 7 ALL VEGETATIVE AND STRUCTURAL ERDSON AND SEDIMENT CONTROL WALL BE CONSTRUCTED AND DISTURBED AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY WITH FAY DR STRAW AT MAINTAINED ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION THE RATE OF TWO TONS PER ACRE AND OVER -SEEDED BY AARIL 15TH STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE SILT FENCE, STOUNWATER CONVEYANCE CONTROL HANDBOOK (1992 EDITION) STATE WATER CONTROL BOARD - 9 VAC 25-840-40-EROSION & CRANNELLS AND STONE CONSTRUCTION ENTRANCE ALL MEASURES SELECTED ARE STAND" ESC ITEMS FOR SEDIMENT CONTROL REGULATIONS B AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL L BE REMOVED AND ALL DENUDED AREAS THIS APPLICATION ANY D67UIM AREA DENUDED FOR SEVEN DAYS THAT 6 NOT IN ACTIVE WORK AREA TO K TEIPOWYdY SEEDED STORMWATER MANAGEMENT: SHALL BE STABI IZED COUNTY INSPECTOR TO APPROVE REMOVAL OF ALL TEMPORARY SILTATION MEASURES 9. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES MILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRONN REGULATION 9 VAC 25-II40_0 EX LEASPIS - YEVETAIWE AYCCFS VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING OF ALL GRASS AREAS. ID ALL DISTURBED AREAS ARE TU DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT 1 CONSTRUCTION WELL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS ALL TIRES DURING LAND DISTURBING ACTMTIES AND DURING SITE OEVFLORffM UNTIL POSSIBLE FINAL STABILIZATION IS ACHIEVED 2 TEMPORARY SUDIC OR Cn4EN SUBLI2ATKln qL 'GLUON IMMEDIATELY AFTER GRADING SEE VA ERSC 11. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION 03WM "IRFS NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS HANDBOOK 3]Ti FOR S2?WC SPECIAL ATKN ME1,0 q. DETERMINED BY THE DMRGNMENTAL ENGINEERING DEPARTMENT. .L AREAS WHICH ARE W TO BE OSTD® WLL BE CLAMMY MUM 9 RJq S1G & ETC. 12. PERMANENT OR TEMPORARY $OL STABILIZATION SHALL BE WPUED TO DENUDED AREAS 4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ESC WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE PRACTICES TEMPORARY SOL STABILIZATION SHALL BE APPUED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER 5. AFTER ACHIEVING ADEQUATE SDBIUZATKN THE TEMPORARY ESC MEASURE WILL K CLEANED UP AND THAN 30 DAYS PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO REMOVED, ONLY AFTER APPROVAL OF THE COUNTY ESC INSPECTOR 6( LUT 00%W FOR MX TMN ONE YEAR ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY 13 ALL PROPOSED SEDIMENT TRAPS AND BASINS SHALL REMAIN IN PUCE UNTIL AL FOLLOWING FINISHED GRADING, SEEDING SAL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO ONSIDE CONTRIBUTING AREAS ARE STABILIZED. STD AND SPEC M PEJEWCM7 S EW OF M M NDBOOL ER690N COKIBI SAMEfi WILL SE EROSION AND SEDIMENT CONTROL NARRATIVE STALLED OVER ti %CKS WHICH MOVE BED' BRTw To FIMk OWAOE AD MOVE BED SEEDED To (CONSTRUCTION SEQUENCE): Pww M S o s "WE I IWRDA I Sw OR FIBER ) WALL BE USEDON RELATIVELY FLAT AREAS IN ALL SEEDK GPOEATQN& SEES FEWIIRR AM LYE WILL BE APPUED PRIOR TO MUCHING 1. A ME-OMMAIM WEEIM MEN M INSPECTOR NAST OCCR FM TO ANT LAD DISTURBANCE ON THE SITE. 2 OWNER TO GIVE THE COUNTY INSPECTOR 48 HOURS NOTIFICATION TO SCHEDULE AN ON -SALE PRE -CONSTRUCTION MEETING FOR THE 65UMCE O A LAND DISTURBANCE PpYff M mIR7ED D9tW68f LAD OBTIRBQ (OaD MUSE A7701D LIVE PRE-COMT KININ MEEIWL THE V9P CONSTRUCTION ACIMTT OPERATOR AND THE EAARONMENTAL INSPECTOR (OR AUTHORIZED REPRESENTATIVE) MUST ATTEND THE PRE-IDON5IRUCIION MEETING. 3, A TE TIME OF iNE PRE-OWIN A:TON 1EIIWIG. M STANDARD SIDS SAIL BE 161AIIG ON EACH SITE OrTXW I E 6WUC14N KtESi THESE 996 SHOULD STATE EITHER •CO67RUC7TON ENTRANCE AHEAD' OR VUD6 ENTERING HIGHWAY. 4. F CONSTRUCTION DOES NOT COMMENCE FOR 180 DAYS FOLLOWING THE PRE-CO6 RUCTION TEEING OF F THE PROJECT IS DORMANT FOR LBO DAYS OMB1C THE C067MAVOR POSE. A NEW POE-aP674U *w MEE7W6 6 REQUIRED BEFORE CONSTRUCTION CAN RE -START. 5 LARD DD7U MN E ORYE THE PH:MW 110113 OF DISK Ammi VARY 00 OCOR Mil THE WEEK ESC MEASURES P6LIIATOM HAS gDI AF W7AED B< M ONNOO M AL 06111 & NSTAL CONSTRUCTION OMW40L 7. INSTALL SILT FENCES IN THEIR LOCATIONS AS SHOWN ON PLAN. B. TIMBERING - TIMBERING STALL BE PERFORMED AS NECESSARY AND WITHIN THE UNITS OF DISTURBANCE BUT IS NOT ALLOWED UNTIL THE ISSUANCE OF A LAND OSNR&WCE PERMIT. 9. CLEAR AND GRUB AT COMPOUND SITE AND PROPOSED ACCESS ROM , INSTALL. 10STALL PIPE CULVERTS AS SHOWN ON FWD. 11. CONSTRUCT GRAVEL ACCESS ROAD & ROADSIDE DITCHES, IF ANY, 12 CONSTRUCT TOWER & EQUIPMENT WITHIN FENCED COMPOUND. 13. PERMANENTLY STABILIZE DISTURBED AREAS PER VRGI W EROSION AND SEGMENT STANDARD STANDAAND SPEC 332. 14. AL OMT76KWa, S[L1DNT lt9AS AND 570061-U WS• BE SEEDED ND M Um 641MLFSY UPON WKTRLR7M 1S NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE DIVRONNENTAL INSPECTOR FOR THE PROJECT. -APPLY UME AT TWO (2) TONS/ AC OF OVERSIZED AGRICULTURAL GRADE LIMESTONE -APPLY FERTILIZER AT T000 LBS/ AC, ID-20-10 OR EQUIVALENT NUIRIENT(23 LBS./1000 SF) -APPLY SEEDING AT 20DOBS/ ACRE GENERAL NOTES: 1 GENERAL CONTRACTOR MAY RELOCATE OR REVISE EROSION AND SILTATION CONTROLS AS DEEMED NECESSAN w" OO STRlC10N TO MWAN PROM SET 900 DOIMIL 2. ALL OWING UOEWOWND AND ABOVE CROWD UR.'TES TO TEE SOOCATED 06 1ECESS411 m ACCOMMODATE THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS RESPoNSBLL FOR CONTACTING LOCAL MAID' COMPANIES PRIOR M CONSTRUCTION 3. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORIMATER/B MP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT. 4. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT. 5. A VDOT LAD USE PERMIT 6 REQUIRED FOR THE PROJECT PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMR. 6 THE SW11/SIP FACILITY MUST BE CERTIFIED BY A PROFESSDMLL ENGINEER PRIOR TO ISSUANCE OF ANY OCCUPANCY CERTIFICATES 7. PRIOR TO SAMFDE OF AMID DIS'BNflANCE PERMIT, A SURETY FOR THE CONSTRUCTION OF THE PERMANENT BMP MUST BE POSED WIN ENVIRONMENTAL RONMENTAL ENGINEERING & THE 90 MAT BE CEI TRD PRIM TD RFIFASE OF M 90 FEIEOIIjMNL'E BOB AND CERiWICME OF OCCUPANCY. �!'L:.JiS,•.. ,>iiSi���*.$'��lScx� u'd_TaiT•TuEiL:mn.L•„R�L An+. .n .n.n. unw.nrn�.•_mA....T W1WMI�aAa wig '1 iwrA_vr.r w a. r•r+I A•..•w• is I+-aNA�AAwAWAMrMMAM ra sA. •._-..- ALAI APPALACHI AN PIEDMONT COASTAL PIAIN PIMIOGRAPHIC PROVINCES IN VIRGINIA UNDERGROUND UTWTY LINE INSTALLATION NOTES: �_m_ ~• UNDERGROUND NUR' LINES SHALL BE 167ALLM N ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRM]dk- "` 1. ITC IW K 111W1 50O L/EAR To Of MLWH MI K GPM AT ONE TIME . - 2. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES 3. EFFLUENT FROM DEYATERING OPERATM SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY "• '•'•' _ - - AFFECT BONING STREAMS OR OFF -SITE PROPERTY 4. MATERIAL USED FOR BACOLLUNG TENCHES SNAIL BE PROPERLY COMPACTED N ORDER TO MINIMIZE _ EROSION AND PROMOTE STABILIZATION 5. RESTABLIZATION SHILL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS 6. COMPLY WITH APPUCABLE SAFETY REGULATIONS 21 EROSION & SEDIMENT CONTROL NOTES I -TUN. I I CROWN CASTLE BV RISTOPHER D.% MORIN No. 032984 : 1AL 1S �oNal. vG fill DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 12-0 17 CARRERS NAME SITE NUMBER: SITE NAME: SMYE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER BU406 SITE ADDRESS BLACK CAT ROAD KESABCK, VA 22947 EROSION & SEDIMENT CONTROL NOTES SHEET NIWABER E&S-10 �D! 79�A � "� CWPA['Y3N t mrR 1 CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND I ALL SELECT GRANULAR FILL SHALL BE PLACED ON GEOIFYTILE FABRIC & COMPACTED TO A 95% ROADWAY ATEAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WT1AN COMPACTION AT A MAMMON DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR THE GEOTECINICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK MINUS 3S OF OPTIMUM MOISTURE CONTENT. FABRIC SEAMS SHALL BE OVERIAPPED 18' MINIMUM PREPARATION & FOUNDATION WORK AS A MINIMUM THE TOP 24' OF GRADE SHALL BE REMOVED THE REPLACED SUBGRADE SAL BE CLEARED OF ORGANIC MATERIAL & COMPACTED. n)naL vn ALONG TIID, .Q� TI01m TWFDI —ODMPACIED SUBCRADE a' MN -OPcn CRIAV RA, 4.00i CROSS SLOPE TYPICAL ROAD SECTION DETAIL SECURITY FENCING .O —TOP OF CROWNED 3' OF j57 STONE ttP \ CONCRETE FOUNDATION TO BE EGRAEL Am iTAE 4�ur1E "MRK TOP OF GRAVER. MOW. 5= OR APPROVEDTHUG MUM. - ALL 000STA ID GAT® m 3' FINISH STPE--- ORK TOBE HIS WORK 10 GRASS -SEEDED I ACCORDANCE WITH SPECIFICATIONS EXISTING SUBSOIL APRON DETAIL 457 STONE G[OR%RE FABBC WITH 2e 00 PAM STRUCTIAX ALL Aam EXISTING GRADE T ,oriwT _ x T 1 ' pr NOTE: 1. DETAIL SHOWN IS BASED ON VDUI 'NORMAL FARM FOUNDATION' PIPE BEDDING DETAIL I CRUSHED (RAVEL SHALL CONSIST OF PARTICLE OF WHICH AT LEAST 90 PERCENT BY WEIGHT OF MATERA. RETAINED ON THE NO 10 SIEVE SHAL HAVE AT LEAST ONE FACE FRACNRED BY ARnFlCAL CRUSHING TE9 5 HILL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF VIM-15 3. WE BEDDING MATERIAL TO THE FLOW UNE AS PER VDOT ROAD & BRIDGE SPECIFICATIONS SECTION 302 FINISHED GRADE -COnE. DRIVE CROWN J � CASTLE TH OTC+^ D RISTOPHER D.9 MORIN No. 03-- F'S r S 12. .1-7 G1 TONAL EN A 1R0P(f:SFD 'S' -2C" LDAt EyP APE CULVDrt TWIP711 ls+es:uwTl •. adR:Fox,En ti; T Z gg g Rk gg t EmalAc MASERtY-tS�vP.�+ GRAVEL BM M3 E 3 BEDDING MATERIAL Al ACCORDANCE WITH SECUoN 302 OF THE ROAD OF , alilil e e e THE VDOT ROAD & BRIDGE SPECFlCATONS CLASS I BYlOIIL MATERIAL N ACCORDANCE WITH SECTION 302 OF THE ROAD & BRIDLE SPECHICATK B DRAWN BY: SAN - CHECKED BY: BMD REGULAR BACKFlLL IN ACCORDANCE NTH SECTION 302 OF THE ROAD OF DRAWV4 DATE' AEOA.17 THE VDOI ROAD& BRIDGE SPECIFICATIONS DmEMBANKMENT (FOR THIS SITE, GRAVEL ACCESS ROAD) CA4M1ER5 NAME SINE NUMBER SRE NAME: SAFE NAME KESWICK (VIRONA GL COWANYT DV51NE55 UNR MAAHER 03DAD6 SITE AOORESS BLACK CAT ROAD KESWICK, VA 22 17 SHEET NUMBER CULVERT INSTALLATION DETAIL ""` `•' 3 ERRS-11 y I wow COMPOUND FM — Y I Pflbu" SERVO: ,D HE A^?.KD WAi RDNFORCEMENT r`RN) FABRIC (SEE SHEET E&S-a FOR DETAILS) Y MAT OVER AP (MN) (" ) C20'0 Elf 1• LONG STEEL SECURING PIN t/ 1.5.0 SREL WASHER iwJ—. TURF REINFORCEMENT MATTING (TRM) ON CUT SLOPE DETAIL 3' LEVEL GRADE BETMEEl COMPOUND k RILL SLOPE V COMPACTED FILL SHALL BE AGOUXE SUE NO 78 OR NO. 6, A MINIMUM ONOE S. (PER VDOT SPEC SECTION iDO.^"., rrsr:•rrre .✓ /i:/:roi./i:/ter �Tb /i :i U' �:rr. r / •/ice 7:. �rii: / /i r. �i ri 9 l4Rl4f W REINFORCEMENT MIN) FABRIC E SHELr E&S� FOR DETAILS)15-0 . y 1' LONG SECURWX P'MAT PIN Mn WASHER •G // /ip/yy��r. . TURF REINFORCEMENT MATTING ON FILL SLOPE DETAIL -CohrA D ENCKFlU. OR RO'RAP ON PROPOSED 6' % 6• ANCHOR TRENCH EUSTING GRADE CROWN CASTLE BCo� RF„alTif OF !• IRISTOPHER D.W' MORIN No. 032984 v 12,.,4 1% �K 3gg ddd.. DRAWN BY: SAK CHECKED BY: BMO DRAWING DATE: 12-04.17 CARRIERS MANE 5 NUMBER: SRE NAME 617E NAME KESM4CK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 530406 Bm AOORESS BLACK CAT ROAD KESWICK, VA 22947 act ••A s E&S-12 tope w.Naeggterr`\` rneer JC_'f,� _ fat= \ wsehcteO Mew,i �� /r _ _ a"g. orX011rr¢"Pa1Ne"0wL°[�xoror . I —gyp. I—emn� pAnOw — aw =elr mml Yam.• .. . . `�snmme, L 1pprape)(Geatertile �..rw re`-^wTM+FREINFom�Men'TmTM rM Systems TYPE 4 TRM INSTALLATION ON SLOPES DETAILS & MAINTENANCE NOTES TURF REINFORCEMENT MAT (TRM) ON A SLOPE CROWN GENE"A` INISMALAATIGII GUIDELINES CASTLE Arroreee�nwuYg rrrBrAer•YeerrirrbrnalMAOeErNYYgeefwn PropeB®. Thk .ma-• w•1 web�aVregrei4 h llremerrrlWer web ee Pty. sugweb maI tAbu helBeNe• wssYg d r. "mY be wrbmretl ha rsle.l kw,PeYMere wM� GM mV sOVeOwe aT t�r O•IOr and epproveb by En®wer. SWgrsOe eNlM unlbrm em emoah Remove al reds,—b. vegwrbn or otlror obbcb m b- Ireblbtl TRM.. have retie area-rrr walvb /^ �■ pveeeee Burwem hber'•rNw o>i w101d0 wnl wew.wa Ver Te�..er r-rrprua.•-. �wir�eeBlee k• a •er V ZI= _ •Fertdrweruwnrr rBrrws beutiemmraMerm mmrpbeb • .. �'•�� sFPDMG rp seeom areas mobl m namasery m ealeMlsn vegemmn Wnen v moon— s, iee —bob n, aDmYbprevenlenabn INseeM or soA NmerwW ae rein p•ew•eo seatllm lemmas crwbtla emtlm, or Ilerptle0 pbces, rue or tleprenbns eai91 for aM reeam. rework eel mB en,odn tiro roam TFi Op npP ewmu-Imxsoatmerel prmkwnreaAwe mrkmteeanmeBailaekw mroro mnbKng 11-TRM Z �I .tk . 19.eeee[r� VMrebrba • Oe+t rlier abueN reellf� reeve MM wMWunr�n f`/1J1V/`/ �1 ^G' gfwA'iAt OIAWTIDl101�A6/OAtAB40/g — `��J'i . Fq„m+ehw,agen.r.Imvu.upnMY.m.,aea.wmrm.TRMpn.ern..CHRISTOPHER D.a EBwveb an Tw pl Bew lTOBj Ananor TI—b)ln wkq P l2 M tlwD 1900 min B 30g tmn) mlrnum a9 R 19W mmj,werine pmatar m..bp.leee FTyrozl orcerroB MonPr Trene,Mwpr n.m.mlmng nMv MORIN rorsq-a matt-.mthe pplmtldbr emur. Boln EeamMip atro tlmw,w.maem oflM vm.eMr,g wmaam.ebpe. peDe rRM noem In. me Toe Antlml ft Tronch em ware wM Sea,bp Pins on2n106m)wman lees Fqun 2)PwNan eOfewMTRM mb No. 032984 ..a.ewrombmchlnaamemannr.Eeane.rmwmPeamlmmbPnm.aakepma.naaP%r..easy E lZzi.l-7 gln To Unrdl TRM 6sm no, no r sS'OVAL . 6ewret'RM bnpnubinYmpe wM SBmMp %rum 121n (30p mint mnbre lees FgMa eJ When �~ reauhO, Ino Eiglnmr b to boo- Mitot belok r emnBAbn to Blruauroe IoN III rgAutlbel Wp aM mtlreee weW Abvinp wmemlmbr m me eras • Opntlnue I waMpPYg r1emM raY r mbwe: blp r 1 p: IIDetl on.) n p,TRM roll etllP werkp:3 m 17s min) mkemum rwerbp wMn upsbw TRM on bp. Semen Min ow rwi IN > a� m .i a� a� rT Jl ee aa O 6 r ri Sewtlrg%m on 121n OOo mm7aVrunewno•ry.eatMwrrr ehMl+rgBm Fquu<, &TRM nllem owNprebwB:eq(150 mm)minmwm aveNp who upYaw TRM on mp.9emn wM nw ravB IN BemNnp %n BbiBerr 8In (15p mmj ewrl on 12 m 1900 min) wnbn pr Fqure BR . BereTllM ee/1 MvuA.v. rr wrr.+rtAwr+krwerl�welrreOwA hweerw elee4w FwRkYweprrAr P4rA Far ebw BbglY grrr man 48A119.Tm1, IneW Ymubbtl coach ebb px Fqun lO, Tnb metlx0 mGUMepMdrg lw0 meua6emMp Pmf Bbgperr 8ln (tw mmjewN on t2ln (3g0 mml wnbn ae6A 119.im)merwminlerveb let Flpure 101 OreuaeB me mgpanld Or ebw for ekMe kmMhekr llun ,a 8p A 11A2 m) ' Eawveb Tr IN81ow (iOBj Anapr Trrm 1R m wltle a 121n tlrDotoant. 19hg a 9po mmj mmmMm IN WI E A Easy (1Sm)hamAnlw Pl theboon,pol Fqure9J.—rT08 Main TremN Do, oll(IN a.Mmg m�-1 an Bbp l-w emur PINaMW ettlwrmr Sn Toe lMetlew Oat WlFpiro it br speLLil to .—,,; wAeme r aeelb In Bbw —on, • McDor,rbfltl ro mmwaentl at TRM In lermmel aenm (fee Fque S). GROUND PINNING DINK:EB Muml9mvAnp Pins shwa be Mbr1030 n18 mmj tlbmMeraOeel wlMeL11 M19A S—INllvrn me nrtl of me pm (Bee Fqun A) Mebl phb emam r tlMr Yen to tti wll BMbce. 9erLtlrq Pln ehwq veto 1612 N IEggd00 min) loop erA Irre eultlenl Qoum pewlnYn m rrkl pitkrl Longer pM z � � = — � A R � — 2L A — '� :r may h requlied b bPBer BOY Neevbr rwbl BbkM meY be rrulretl h rosy Bulk, DePmtlmp en rB pN am eaagn Are p, Ina mn.IPw.nlrtl r frMMB meI Pine mev r reWlretl., coreW PrWeMPbw amuor enaar®w,."brlb awn eevbe d.I.Y w a g g 4 2 4 eegoku TBrAebrflDeb r v o u e . F�reNrerav rV rVw.w'.eciw.tabs-.:•. wvemvmrlpreP,mncreb, TlNeY em.), rohrrm DRAWN BY: SAK n wwwa roar mrw..m.:.:o.....,r }s+w igBwr+'g Y.vria1pe814p CHECKED BY: BMO VEGETATpN E6FABlIDXYENT �N11 eV r wa�im R �-NI or sod4tl ae b rruketl hY tM-rieadwumeMa DRAWING DATE: 12-04.17 . Merswolnp, apron emefpntly wke N3211 m(1412 mmJ blAre spa srrml-OIIFm re TRM am mmpYby b me voge wlrg beekakk of reke or olner Yl lod For above 9:1 m Ytlr. rol tlw enlbc TRM CARRIER'S NAME SITE NUMBER: . 9mpblh III m pNer by -I mywve the lop ofon, TKM Dt,—B rrrAe Itl ry "'e' . Neeuponton uel pprebpn not met,meke,un A is eft.em.aveaN IN reMear+rao SITE NAME: N-m verve ere enbwen on dk I SITE NAME AwMeM beMc war me melMbou orwm aw mreMms rrc BsfaeePrrrreeebrleeAlAe:rrrerbBr�Cn.aIAW ;Bfdl ra+ne+rAieaBVr KESWK:K (VIRGINIA OIL COMPAN1� noo iretl by the Enptnwr ISee FIIM to YebeferreerM k'1.M eeb d 1. lCJ wY r ropWrotl or ahar-inn-lhmerwwwEwrlrMrs.lr BYr sre re Breve rawer er Prows Er,glneemg Sewkes at IN96693 N2z BUSINESS UNIT NUMBER . Imlgete u ne®mry m mblluh rtl melnMm velramtM FroaurL AgM mgarbn wAl nem to r eppeetl to aeetletl eras tt ro nawrel vein avenb nave amrrrad withM min weeks INeeeMg erN shell wntlwa ung 830406 79 d vepele4m Im esbbYMo em has reemW a heiphl d 2 mcr-z oo rrd wmmgem SITE ADORERS CQ—Tgq IeeartMMBBOE ele➢gMAAANI6 PMegg BLACK CAT ROAD KESWICK, VA 22 7 e anal m ttu+Bpeuei des -nr to maintain r seems TRM we.MBrff��/\.weprs rArr.ry ror mra-sag s �rAR+s+dr.rkk• rr.e+.dv. wrreVB g nbbYh a aMw eeVr Y ti elrFdlee of x7g a F.ow.erm mfr De maeretlwr M rs+Arre�e bare or tlem raw y.rrwn.OtV11era•ar.snsbrrwroYwr<a �N SI TfRE BffE .tie..-e..w.tie.�....rrvB.esa.mal<ne,eac,wmml.Ma..w•rnwbaaMlwar,ren ewy..r•Ir.+•e; 1Nwwwr.+e.rNrsaer eeMMmr Mkrrrwwre.rgm TURF REINFORCEMME em..r.rrwrr...rw-r....w.....prnBMrlm.-ik..s.me MATTING DETAILS wmw..rrvsr.�.we,r+senarrse.rrnwB rave►remn-Irrbme SNEFT NUMetx+ E&S-13 2 ACAS x jM OF DRNVaS ANA NOT AL WAS ARE R&TRD10ED FEN 1FE NRM ERmm AND SEDMEW ODIUM MNMK 14RD FDMON. 1992 MKK CHECK DUI dw .�4r4.&4��{Ywi.•(.� �uu�o.iM� CD ROCK CHECK DAMS STD 3.20 ROCK CHECK DAM DETAILS . - I C AM a D UMM Ank SOURCE VA DM PIAIE 320-1 CROWN CASTLE aNK OF y 3TOPHER D MORIN No. 032984 � 'OiVeE. EIyG D DRAWN BY: SAK CHECKED BY: SMO DRAWING DATE 12-0417 CARA[R'S NAME SRE NUMBER: SITE NAME: SRE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNR NUMBER 11304 ytE ADDRESS BLACK CAT ROAD KESWWICK. VA IIN7 E&S-14 PROPOSED N1DW EASE AREA NELIE SIEMENS HNLY (af4R RP 1 3/C Air TIME OF PINNING NO ACED NOT MDIE T1MN W PROPOSED 1 -0' SIOIE AROUND APRON FORCED AREA PROPOSED TOYW Y-0' SPACING BETWEEN FEE® COMPOUND IT-0• TREE & FENCE (1YP ) PROPOSED cool[ ODCKTM OR PI�B4D CUM.IER PAD PROPOSED CommOEM 1 PROPOSED vam LI CONCREM Ear" . IZ �� I6 cum 1111111M PROPOSED wRZON WIR65 mERMDR ON PROPOSED CONDRUE PROPOSED) AC KINDS AND mm CNNEPS 1 HiANE ON cONRWNIY PROPOSED LIARS FRR r 49! I NFRW E . PROPOSED 12' WE 6RNEl NOW PROPOSED 2C WDE AL22SS/VTNf USBOrt SCALE IN FEET / v 0 10 20 40 60 / < PORTION OF SITE PLAN SHOWING PROPOSED LANDSCAPING °♦ CROWN CASTLE NM�Ow V/2' 1. of UMMM ROIL s mvEYDR's E AG L CE°°DaDNPROPADPOSED CONCRETEMORIN TURNBCKE RISTOPHER D DDUBIE-STRAND, GARDEN NYSE 1/2'e. MY 12-AUCEAT&T MRE CALWMED DURLAP No. 032984 MIM EMP ENT HAD TOP 11E/3-OF ROOF BALL 12-' .17 S�01VAL gt1�'` kvvm Moo MU a ' EARTH BWA TO FORM SAUCER PROPOSED I -mow I 2' K 2" 18W Camam HARDWOOD EDIIPMENT PAD I STAKES; 36' MN. IENCIH NIL �.oE LOOSEN SUBSK AT TAMP OR WATER TOPSOIL AT 6' BOTTOM - E7CMW1 = = = N NTERVALS; WATER THOROUGHLY TO R' MIN. Dim, TAMP WHEN HOLE IS 2/3 FULL p� 0 i w NOTE(s), DRAWN BY: SAM 1. EVERGREEN TREE SK%UL BE Wilt 6' N HEK21T PLANTED CHECKED BY: BMO DRAWING DATE 12-D&IT N 10,-0' ON CENTER ON 5' WIDE PUNTING STRIP 2, SPECIES OF TREE SHVL BE NE1LE SIEVENS HOLLY, UURRfE1Y5 KAA,E EOO® VAN== 3, NEWLY PUNTED TIM 9VLL WE A MN ODRS OF SITE NUMBER: FOUR (4) FEET MOUND THE BASE OF TRUNK COHERED SITE NAME: WNH MULCH. SRE NAV. KESWICK PARGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA ZMT SHEET TITLE LANDSCAPING PLAN TRUE NORTH -drTwNM6E — ­ I..'.n 7 TREE PLANTING DETAIL 2 L-1 DIVISION 1: STANDARD PROVISIONS DIVISION 2: SITE WORK-02100 GENERAL NOTES EARTHWORK AND DRAINAGE 6. PRODUCTS E OEIAOLTTION 1. DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE 1 ACCESS ROAD, ENTRANCES, TURNAROUND AREAS, SITE/LEASE AREA AND AANTERM15 1)DEMOLIIION SHALL BE CONTROLLED TO PREVENT THE SPREAD OF DUST TO MAGRAMMATIC ONLY, THE WORK INOICAMD ON THE DRAWINGS SHALL INCLUDE FURNISHING MATERIALS. EQUIPMENT AND APPURTENANCES, AND COMPOUND AREAS ME TO BE CONSTRUCTED TO PROVIDE PROPER DRAINAGE SO TO ENSURE EASILY MAINTENANCE AND COMPACTED, EVEN AND LEVEL 1)FILL MATERIAL - ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH OCCUPIED PORIIRS OF THE BUILDING. 2)IXISTINC WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE WORK •^•'•^ R NTI YSF •TON) FORM STATE IN X611GA THETOM LABOR NECESSITY TO COMPLETE THE WORK VERIFY ALL EQUIPMENT SURFACES FOR CUSTOMER ENJOYMENT AND FUTURE CONSTRUCTION ACTIVITY, DAMAGED BY CONTRACTOR SHA1 BE REPAIRED TO MATCH EXISTING WORK, LOCATIONS WITH PROJECT MANAGER. MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS TO or C NSMU TU). 3)EX THE ENO R EACH WORK DAY AND INCLEMENT WEATHER. CLOSE ALL 2,CONMACTR SHAL VERIFY ALL FIELD CONDTIONS AND DIMENSKNS ON THE JOB SITE AND CONFIRM THAT WORK AS INDICATED R THE CONSTRUCITON Z VEGETAIOM COMiR0. 2)SOIL STERILIZER SHALL BE EPA REGISTERED, R UQUID COMPOSITION AND OF PRE EMERGENCE DESIGN, )F COVRINGER. EXTERIOR OPENINGS WITH WEATHERPROOF COVER. DOCUMENTS (ALSO KNOWN AS CONSTRUCTION PUNS) CAN BE ACCOMPUSHEO ♦APPLY SOL STFIR�R IN ACCDRDMXT WITH MANUFACTURER'S 3)SOIL 3RADL=R FABW SHALL BE MPMFt - SOOX 4) REMOVE DEBRIS AND RUBBISH FROM THE STC DAILY_ 00 NOT ALLOW DOLL AMD RIR<IOH TO AG4R4LATt N OLXDPR OR ON RiG AS SHOWN BEFORE PROCEEDING, RECOMMENDATION (USE AS N®m). BMASS S23D5 LWL BE APPLIED AND, MANIAPLD AS RWMOXLm W THE 4)AGGREGATE SEE IS EASED R R EQUAL M ASHTO STANDARD, 3.NOTIFY PROJECT MANAGER R ANY MAJOR DISCREPANCY REGARDING THE EECD POOOUCQ (f ROOURp)). B.EOUIPMENT CONTACT OpCUMENIS, EXISTING CONDITIONS, AND OR DESIGN INTENT. THE C.VECFTATgN IAAC59D NG f NCLANOEO WITHIN THE CONTRACT, WILL BE PLACED 1)COMPACTION SHALL BE ACCOMPUSHED BY MECHANICAL MEANS. DIVISION 3: CONCRETE WORKS-03310 CONTACTOR SHA _ BE RESPONSIBLE FOR OBTAINING THIS CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK OR RELATED WORK IN QUESTION. AND MAINTAINED AS REDOMIAM0m BY NURSER/ 1AXXr! RY =A WAn (IF SUB -GRADE SHALL BE COMPACTED WITHEOUIPMEIJT APPROPRATE FOR TPE I,QUAUTY ASSURANCE: COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS 4-INSTALL ALL EOUIPMENT AND MATERIALS PER MANUFACTURER'S REQUIRED) SUB -GRADE MATERIAL AND ACHIEVING A RUBBER TIRE PRESSURE OF 60 PSI, SHEEP'S FOOT PRESSURE OF 100 PSI. OR A VIBRATORY ROLLER WEIGHING RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR SEQUENCING APPROXIMATELY SIX (6) TONS, ARE SHOWN OR SPECIFIED. WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE 0. CONFIRM SURVEY STAKES AND SET EEVATONS PRIOR TO ANY 2)SMAL.ER AREAS SHALL BE COMPACTED BY POWER -DRIVEN. HAND HELD AACI 301 •SPECIFICAION FOR STRUCTURAL CONCRETE FOR BUILDINGS•, S. CONTRACTOR SHALL VISIT JOB SITE PRIES TO SUBMITTING A BID TO REVIEW CONSTRUCTION INCLUDING NOT M THE F NG S: CL BUT UNITED E OLLNW TELL TAMPERS LATEST EDBUILD SCOPE OF WORK ANO EXISTING SITE CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING NOT TO. MECHANICAL SERMCE, EV 1) TOWER PLACEMENTS AND FOUNDATION ELEVATIONS 2) AND ACCESS CENTER LINES (GC IS RESPONSIBLE FOR al 3) FINISH GRATE SHALL IX COMPACTED BY SMOOTH DRUM VIBRATOR ROLLERS WEIGHING AT (6) TONS. g,ADT 318 •BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' AND ACT 318 'COMMENTARY. LATEST EDITION, C AC SUES. AGE, AND ELECTRICAL SERVICE ACCESS ISSUES, DRaNPGE. AND OVERALL COORDINAIOAL SETS)EASEMENTS OFFSETS) NOTE DENSITY TESTING 5 REQUIRED ON ACCESS ROADS BOTH SUB -GRADE MO NGLEAST6 RE CONCRETE REINFORCING STEEL INSTITUTE (GRSI),MMUAL R STANDARD 5, ALL TELEPHONE/RADIO EQUIPMENT LAYOUT, SPECIFICATIONS. PERFORMANCE. 3) ENTRANCE, RADIUS POINTS AND SETBACK/RIGHT OF WAYS (IF REQUIRED) FINISH GRADE. PRACTICE"INSTALLATION AND THEIR FINAL LOCATION ME TO BE APPROVED BY CCUSA 4) LEASE AND FENCE CORNERS 5) METER BOARD PLACEMENTS (EACH POST) COMPOUND SURFACES ARE ONLY REQUIRED AT CCI DISCREPANCY, TESTING REPORTS SHOULD BE INCLUDED IN THE CLOSE-OUT DOCUMENTS 2 REINFORCING MATERIALS: THE CONTRCIOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WRK WITH THE WRK AND CLEARANCE REQUIRED BY OTHERS RELATED TO STUD 6) DRAINAGE ELEVATION AND GRADING STATION ALONG THE ACCESS AND PACKAGE RI B1S GRADE 60 DEFORMED. REILDING EQUIPMENT, AROUND THE SITE 7. EXECUTION WIRE FA B. WELDING WIRE FABRIC:ASM Al BS WELDED STEEL WIRE FABRIC B 7 SHALL MEET THE PAASSFARMINM IAPP 71 CONSTRUCTION BENCH MARK AND ELEVA71ON (NEAR THE SITE) R A INSPECTIONS C.SUPPORIS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS -0 BARS IN PTYPE GSUPPORTS P ION STANDARDS MD STANDARD CONFORM WITH ALL CABLE CODES, B)IACCESS LATE PLACEMEMN (IF REQUIRED) LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 4B HOURS p� USECWRE BAR COMPLYING WITH I REGULATIONS AID ORDINANCES HAVING JURISDICTION. CONTRACTOR SFWl CANE B•THE COMPLETE ROAD AND SITE AREA WILL BE GRUBBED PRIOR TO FOUNDATION IN ADVANCE OF CONCRETE POURS, UNLESS OTHERWISE SPECIFIED BY OWNER OR LOCAL JURISDICTION. SPECIFICATIONS ALL NOTICES AND COMPLY WITH ALL LAWS ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE CONSTRUCTION OR PLACEMENT R BACK FILL OR SUB -BASE MATERIAL 5,PREPARATION 3 CONCRETE MATERIALS: P060NIA6C a THE WML C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ACCESS DRIVE. 1)CLEM TREES GROUND TO ( SKY), BRUSH AND DEBRIS FROM SITE AREAS AND 0.PORRANG CEMENT: PSM C 150, TYPE 1, D. THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE ELEVATION AND THE ACCESS ROAD TO ELSE COURSE ELEVATION PRIM TO FORMING FOUNDATION. ACCESS ROM RIGHT-OF-WAY PS DIRECTED BY PROJECT MANAGER. B.AGGRMATES: ASM C 330 AND APPROVED BY LOCAL D.O.T. AS ALKALI-SIUCA RFACIIR RESISTANT. B. ELECTRICAL SYSTEMS SHALL BE INSTALLED PER N.E.C. AND IN ACCORDANCE EAPPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS. 2)PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANO C.AR-ENTLMNING ADMIXTURE: ASM C ZED CERTIFIED BY THE MATTER ALL APPLICABLE UTILITY COMPANY SPECIFICATIONS, MD LOLL AND SPATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. F. GRADE, SET'D, FETTIUZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING SITE AND ACCESS ROAD TO BASE COURSE ELEVATION. WATER TO MATERAL TO A MINIMUM OF 51N (D) INCHES BELOW ORIGINAL GROUND LEVEL 3)UNLESS OTHERWISE INSTRUCTED BY CCUSA, TRANSPORT ALL REMOVED TREE, MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. S. CONTRACTOR 5HALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY ENSURE GROWTH. BRUSH MD DEBRIS :ROM THE PROPERTY TO AN AUTHORIZED LANDFILL 4.PRMOTTIONING AND DESIGN OF MIXES: SUBCONTRACTORS OR WORKMEN ARE ON THE JOB SITE AND SHALL G. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE TO AN AUTHORIZED 4)PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL MD DESIGN MIX TO PROVIDE CONCRETE WITH THE FOLLOWING PROPERTIES: SUPERVISE AND DIRECT ALL WORK. CONTRACTOR SHAD, BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, AREA OR AS DIRECTED EN PROJECT MANAGER. H.AFTER COMPLETION OF CONSTRUCTION BUT PRIOR TO THE FINAL PUNCH UST COMPACT THE SOIL. $)WHERE UNSTABLE SOIL CONDITIONS ME ENCOUNTERED, REMOVE AND REPLACE ALAS PER MANUFACTURER DESIGN - TO BREAK ACCORDING TO MANWACTBm6 Tom' NG SEQUENCES AND PROCEDURES AND COORDINATING ALL PORTIONS OF THE INSPECTION, APPLY FOUR (4) INCHES OF STONE (1• OR SMALLER WITH FINES WSUITABLE SOIL B. WEIGHT. 145 PCF. WORK UNDER THE CONTACT. POST PROPER TEMPORARY CONSTRUCTION AND DUST) TO ALL GFNVETEO AREAS (REFER TO GRAVEL PAVEMENT DETAIL), W/C RATIO: 0,44 MAXIMUM (NON AR-ENRRANED), 0,35 MAXIMUM SIGNAGE WITH EMERGENCY PHONE NUMBERS AND TEMP ASR/FM NUMBER I. AFTER APPLICATIONS R FIN& SURFACES, APPLY SOIL STERILIZER TO THE C. INSTALLATION C.(AR-ENTRANED). IOPROVOE A PORTABLE !i IMWLPQI HHXM A PA1N0 OF NOT LESS STONE SURFACES. 1 THE SITE MO TURNAROUND AREAS SWILL BE AT THE SUB -BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SIZE AND NO TOWER STEEL BE PLACED ON THE TOWER FOUNDATION S �• / THAN 24 OR 2-A1DBC WITHINREAL 13 FEET TRA4 06TAKi TO ALL NS PORTIONS O a THE PSHPALL T AREA OVRP/G OOAAWITIH k JUNIFORG 0. UNIFORMLY GRADE AREA TO BE SMOOTH SURFACE FREE FROM ACCESS ROAD IN REQUIRED IN ROER THAT UPON EVEN DISTRIBUTION R SPOILS RESULTING FROM FOUNDATION UxCA THE RESULTING GRADE WILL UNTIL THE CONCRETE CURE STATICS 6 A MINIMUM OF (SON) PERCENT OF R S THE TOWER MANUFACTURES SPECIFICATION. RUSTING REPORTS TO BE 11•LLL L FEDERAL. SMALL BE IN ACCORDANCE MATH FEDERAL STATE AND SURFACE CHANCES, COMPLY WITH COMPACTION REQUIREMENTS ELE CORRESPOND WITH FIND SUB -EASE COURSE ELEVATIONS ARE TO BE DO FORWARD TO CROWN R APPOINTED CONSTRUCTION MANAGER. COPIES OF COK IYIOM LOCAL COD[ REOLIBOADIR AND GLAD AND GRADE TO CROSS SECTION, TOPO ONES AND ELEVATIONS INDICATED. 1) COMPOUND SURFACE GRADES ME TO BE SLOPED TO DIRECT WATER )CALCULATED CALCULATED FROM FINISHED GRADES OR SLOPES INDICTED. ANY, EXCESS SPOILS WILL BE CLEARED FROM JOB SITE AND NOT SPREAD THE EACH REPORT SHOULD BE INCLUDED IN THE CLOSE-OUT PACKAGE /1CORRACIDR SiAAl1 ►RO12Y ALL EX6IBIC FU9Q THAT A11[ TO "E"" AWAY FROM EQUIPMENT AND SHELTERS TO PREVENT STANDING ANO PONDING WATER BEYOND THE UNITS OF LEASE PROPERTY UNIE55 AUTHORIZED BY GLUFI4 / AS ITS OF L A SAMPLING FRESH CO RIM ASAP C172, EXCEPT MODIFIED FOR CONTRACTOR SMALL REPAIR AM DAMAGE THAT MAY OCCUR DURING 2) COMPOUND SURFACE SHALL BE COMPACTED TO A BOX MAXIMUM DRY AGREEMENT BY SLUMP TO GOMPLY WITH ASAP 094 CONSTRUCTION. DENSITY TO ALLOW PROPER STERIUZATION FOR ACCESS TO ALL 3)THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION, PRIOR 10 AXLE (1) SEICYIJNOLRS FR EVERY SO YMO5 BATCH OR 1 ASTA AL PENETRATIONS THROUGH FIRE RATED AREAS WITH U,L, LISTED OR CUSTOMERS 3) DENSITY TESTING MAY BE REQUIRED AT CROWN'S DISCREPANCY DUE TO FOUNDATION CONSTRUCTION, TO PERMIT USE FOR EQUIPMENT PASSAGE AND OBSERVATION DURING CONSTRUCTION OF THE SITE. SET R 5 CYUNDER5 FOR EACH POUR, CYUNOERS (1) SHOULD BE TAKEN FROM EACH TRUCK FOR AN EQUAL SAMPUNG R TEE 50 YARD BATCH R rX APPROVED MATERIALS. 144CIALS AND SCHEMATICS ARE TO PROPOSE OR SHDW END RESULT OF THE QUESTIONABLE COMPACTION OF FINISH SURFACE GRADE OR SUB -GRADE 4) DITCHES/SWALES AROUND THE COMPOUND AREA AND ALONG ACCESS ROAD. ORAL BE CONSTRUCTED SO TO PROVIDE A SMOOTH TRANSITION 4)AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. 3) WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE IX6TNC RGAG TO POUR. BQIE: ALL CYLINDERS SHOULD NOT BE MOVED FROM THE SAMPLING AREA FORA P.ML ZI D 24 HOUR, ALL CYLINDER SHOULD BE COVER AND DESIGN. MINOR MODIFICATIONS MAY BE NECESSARY TO SUIT JOB CONDITIONS BETWEEN EXISTING GRADES/SLOPE AND NEW PROPOSED GRADES REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING SIX (6) INCHES A STONE ROLL AND COMPACT. PROTECTED FROM DAMAGE AND FREEZING. AND OLtNBOMC AIOI MOOFN ATOMS 9AML K VACUUM AS PANT Or M WORK. PRIOR WRITTEN APPROVAL BY CROWN 5 REQUIRED. 5) SITE GRADING AND DRAINAGE SHOULD BE CONSTRUCTED To PREVENT WATER FROM ENTERING THE COMPOUND SURFACE OR THE ACCESS 6)PLACE FILL OR STONE IN SIX INCH MAXIMUM LIFTS AND COMPACT BEFORE MR 1 CYLIM ER AT 3. 7, Tk 2B DAYS. B.VERIFY ALL FINAL EQUIPMENT LOCATIONS WITH OWNER'S REPRESENTATIVE ROAD SUB-GRADE.DI JMRO B MQ-UNIFORMLY MOISTEN OR SUB -GRADE AND PLACING NEXT LIFT. J)THE FINISH GRADE, INCLUDING TOP SURFACE COURSE SHALL EMEND A BOLE: BREAKS CAN BE COMPLETED AFTER 3 DAYS MO BEFORE 14 DAY. WITH THE 2 SPACE CYLINDERS TO CONFIRM REQUIRED STRENGTH FOR 16.OLIENSIONS ARE 10 "PAS. SURFACES UNIUM 01WRAI E ACTED• WTHINEACH 52S� OFUOPTIMUM MOISTURE ENT FILL OR BACK CONTEETT,R BEFORE COMPACTIINCLUDINGN TO MINIMUM OF TWO FOOT BEYOND THE SITE FENCE AND SMALL COVER THE AREA AS INDICATED, STACKING TOWER STEEL 17,CUAIAJP AYO SAFETY KEEP PROJECT AREA CLEAY. IMZARO AEC. AND DO NOT PLACE BACKFIELD OR FILL MATERAL. ON SURFACES THAT ARE MUDDY. FROZEN OR CONTAIN FROST. SNOW OR ICE B)RIPRAP SOW. BE APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS. DIVISION 4: STRUCTURAL STEEL-05120 INSIAM OF ALL DART. DEBTS RJBBSW AO EOUPWW ROrOYM 4AD NOT C. 3HOULD BE PARKING AREAS, MD TO AL OTHER SLOPES GREATER THAN 2:1, LOU&M ASSURANCE COMPLY WITH PROVISIONS OF THE FOLLOWING LODES, SPECIFIED AS AEMAYNG 'It MOPLRTY OF M OWNER. ETC LEAVE MEM6FS FROM PULED IN AND AREA THAT CAN BE CONTROLLED TO PREVENT WATER. SNOW, 9)RIPWP SHALL BE APPLIED TO THE SIDES OF DITCHES R DRAINAGE SWALES. N A M%CVAA AND BROOM CLEW COAAXrCt FREE PANT ". OUST. 0A SYUOC� OF ANY NARRE THE CONTRACTOR SMALL BE NCP NS M FOR OR ICE FROM EFFECTING MOISTURE CONTENT STOCKPILES MAY HAVE TO BE COVERED TO PREVENT ADD MOISTURE 50 ACCEPTABLE FILL CAN BE 10 MPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS, ) 5, EXCEPT WHERE MORE STRINGENT REQUIREMENTS SPECSHOW NS AND SPECIFIED: ME SHOWN OR SPECIFIED: MAALL SYSTEMS EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY PROJECT MANAGER D. 0E-W�TEMNT-PREVENT SURFACE WATER MD SUBSURFACE R GROUND 11)SEED. FERTILIZER AND STRAW COVER SHALL BE APPLIED TO AL OTHER AaSC 'CODE R STANDARD PRACTICE. WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED DISTURBED AREAS, AND DITCHES AND DRAINAGE SWALES, NOT OTHERWISE RIPRAPPE) B9% `SPET�CAIgM FOR S7RICTRAL SIIII BUILDINGS - 131" @ION 16TK O[1CRq CPRPAC100 6 I FpT II�BAAAO TK CG4'TRM,TON PLANS TO ILLUSTRATE M AS-BJILT COTMgN or M SDL ALL SUB -GRADE AND FROM FLOODING PROJECT OR BUILD AREA E EROSION CONTROL -MEASURES STALL BE N INTNNED THROUGHOUT THE 12)UND0 NO CIRCUMSTANCES WILL DITCHES, SWALES• R CULVERTS BE PLACED C.MERKAN WELDING SOCIETY (AWS) D1.1-06, 'STRUCTURAL WELDNG CODE IXICIDICROUND LITLBFS AND OROUNDNG SMALL BE SHOWN OM RmLPFE DRUM= AND OODOMED FRQM F04M UIM OR PAM PHOTOGRAPHS DURATION R THE PROJECT. 1. ALL INLETS. DRAMS. PIPES. SWELLS. MD ROADS SHALL BE KEPT SO THEY DIRECT WATER TOWARDS. R PERMIT STANDING WATER IMMEDIATELY ADJACENT TO RAILROAD BALLAST. IF DESIGNS OR ELEVATIONS CONFLICT WITH - $TEFL• 2 MATERALS: ME REQUIRED. TWO (2) COPIES OF REOUNED DRAWINGS WILL BE PROVIDED CLEM AND TREE OF DIRT AND SILT. THIS GUIDANCE THE A A, E FIRM SHOULD BE ADVISED IMMEDIATELY, ASMUCNRAL STEEL PULES. SHAPES AND BARS: ASIM A 36 TO CROWN AND ONE (1) TO THE A B E FIRM FOR DEVELOPMENT OF THE 13)N OTC` UE WITH SLOPES C"ATIN THAN Tp PERCENT' MWW S.HICH STRENGTH THREADED FASTENERS: ASTM A 325. AS-BUILD/SURVEY RECORD DOCUMENTS. 5.33l1WTTAi OIVGVE61P101MA1' 1A1A00A15 N THE OITPr AF CURVET [ATRA14E1. THR N,,,M L SHALL K P0910M AT AN AMAE NO OFATFR TOW 60 DEGREES THE C.ELECTRODES FOR WELDING: E70XX OR MATCHING FILLER AS SPECIFIED IN A CONSTRUCT MCA �' ww THEPS7' UREAM SOE OF THE R(AOM4L AS WiL AS THE AWS D1.1. 1, IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, TWO COPIES Of THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD, IF A LANDSCAPE ALLOWANCE DITCH FOR SIX FEET ABOVE THE CULVERT ENTRANCE AND EXITS D.AL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASAP A 123' WAS INCLUDE) IN THE CONTRACT, AN ITEMIZED USING OF PROPOSED COSTS UNDER NURSERY LETTERHEAD CREFER TO SITE PLAN FOR LANDSCAPING PITNAN AV 1) IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE E.CEMENT GROUT: IF REQUIRED BY TOWER MANUFACTURER; FOLLOW MFG REQUIREMENTS). CONTRACT DOCUMENTS. THE CONTRACTOR SHALL REPAIR A_ DAMAGE AND SPEC. 2.SUBMIT FOR APPROVAL 1/2 CUBIC FOOT R THE PROPOSED SURFACE FOR REPAIR AREA AREA BACK AS CLOSE TO RIGINCONOMON AS POSSIBLE TO LEASE AREAPROPERTY OR SURROUNDING CAUSED BY CONSTRUCTION F.NON-METALLIC, SHRINKAGE -RESISTANT, K)DO PSI COMPRESSIVE STRENGTH COURSE MATERIAL 2)APPLICATION WILL MEETION. SOILAND GROUT• PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL 1 EUCO NS BY EUCLID CHEMICAL CD. B, AFTER CONSTRUCTOR ,MANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRANTY STATEMENT ON FROGUARANTM DDATTEE OVF FFFIIA SITE AREAS FOR ME YEARRIUZATION NAL INSPECTION- 3) OTSRIRBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO 2MA5TERFLOW 713 BY MASTER BUILDERS SOIL STERIUZE). FINAL INSPECTION ER STEEL G.A _ TOWTHAT HAD GALVANIZING DAMAGE SHALL BE REPAIRED IN 2.MANUFACTMER'S DESCRIPTION OF PRODUCT ON GRASS AND FERTUZE . 4) LANDSCAPING, IF INCLUDED WITHIN THE SCOPE R THE CONTRACT. ACCORDANCE WITH H ASA700, SECTION A2 REPAIR USING ZINC -RICH WARRANTY STATEMENT.(SLE LS-I) WILL BE GUARANTFOR ONE YEAR FROM DATE OF FINAL INSPECTION GUARANTEED PANTS_• D CROWN CASTLE •A•rr rY jegSH Op 1 RiSTOPHER D MORIN No. 032984or 11A.1- , AL gill 1 11,91,91 aps seeR- Z � DRAWN BY: BAK CHECKED BY: BMQ DRAWING DATE 12-0 17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESYJICK (VIRGI NIA OIL COMPANY) BUSINESS UNIT NUMBER B304D6 SITE ADDRESS BLACK CAT ROAD KMWICK, VA 22B47 SHEET TITLE GENERAL NOTES SHEET NUMBER Sp-1 Exhibit B — Elevation and Monopole Design Tina nlaL%-, waft rfl Power Products, Inc. 2427 Kelly Lane ® Houston, Texas 7709e PH: 281-444-8277 / FX: 281-444-7270 2G.O" ACROSS FLAT5 1 50'-0" 146'-O" TOP PLATE: 2" X 34"0 (ID=24"0) A5TM A572 GP. 50 (MIN) FOR (24) 1 "0 BOLT5 ON 13G'-O" A 30"0BOLT CIRCLE 7/32" THK. x 47LONG (EST. WT. = 3.582 KIPS 12G'-O" 116'-0" 106'-O' 103'-0" 90-01 6%' G' in SPLICE LENGTH = 5'-G" (± 1 O%a) i 3/8" THK. x 4 1' LONG (EST. WT. = 7.020 KIPS SPLICE LENGTH = i G'-9" (± 10%) 7/ 1 G" THK. x 32'-9" LONG (EST. WT. = 7.701 KIPS SPLICE LENGTH = 7'-6" (± 10%) 1 112" THK. x 48' LONG (EST. WT. = 17.120 KIPS BA5EPLATE: 2.75" THK X 78.5" ROUND W/(24) ANCHOR RODS / ON A 72.5" B.C. MIN. G'-O" EMBEDMENT INTO CONCRETE — G5.0" ACROSS FLATS Page I of I Job Number: 235 1 7-G83 Eng: MFP Customer Ref: TP- 15753 Date 10/ 1 2/201 7 Structure: 1 50-FT MONOPOLE Site: 8 1 G3G I A VIRGINIA OIL Location: ALBEMARLE CO„ VA / 37°59'45.79"-78°20'20 7" Owner: CROWN CASTLE Revision No.: Revision Date_ DE51GN Budding Code: 2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE Design Standard: AN51/TIA-222-G-2 Wind Speed Load Cases: 3-5EC. GUSTED WIND SPEED Load Case # 1: 90 MPH Design Wind Speed - V_ (V ,r = I I G MPH) Load Case #2: 30 MPH Wind with 0.75" Ice Accumulation Load Case #3 GO MPH Service Wind Speed _ Structure Cla55 Exposure Cat. Topography Cat. Crest Height 11 C I EQUIPMENT LIST Elev. Description 14G (1 2) ANTENNAS + MOUNTING (EPA 250 FT2) 14G GENERIC ANTENNA MOUNT 1 36 (1 2) ANTENNAS + MOUNTING (EPA 250 FT2) 1 3G GENERIC ANTENNA MOUNT 12G (1 2) ANTENNAS + MOUNTING (EPA 250 FT2) 126 GENERIC ANTENNA MOUNT 116 (1 2) ANTENNAS + MOUNTING (EPA 250 FT2) I I G GENERIC ANTENNA MOUNT I OG (1 2) ANTENNAS + MOUNTING (EPA 250 FT2) 10G GENERIC ANTENNA MOUNT 9G (1 2) ANTENNAS + MOUNTING (EPA 150 FT2) 9G GENERIC ANTENNA MOUNT ANTENNA FEED LINES ROUTED ON THE INSIDE OF THE POLE STRUCTURE_ PROPERTIES Cross -Section: 8-5ided Taper: 0.27559 in/ft Shaft Steel: ASTM A572 GP G5 Ba5eplate Steel: ASTM A572 GR 50 Anchor Rods: 2.25 in. AG 15 GR. 75 X 7'-0" LONG Sect. l Length (ft) Thickne55 (in) Splice (ft) Top Dia. (in) Bot Dia. (in) 1 47.00 0.2188 5.50 26.00 38.95 2 41.00 0.3750 G.75 37.00 48.30 3 32.75 1 0.4375 7.50 45.G9 54.71 4 45.00 0.5000 0.00 51.77 65.00 ��I.TAi pF MICHAEL F. PGIHOVINSAK N©. 043395 0X1AL V J .(o a iiwa_ � r. f1ANOVINUX. V.L. 843305 18301 S. a. 141, Plain City. ON 4]064 614-390-6250 / mike@mfpeng.com BASE REACTIONS FOR FOUNDATION DE51GN Moment: 9 132 It. -I Shear: 79 kip Axial: 83 kip WxTower Job Page 150-ft Monopole - MFP #23517-683 1 of 5 Michael F. Plahovinsak, P.E. Project Date 18301 State Route 161 816361A Virginia Oil 17:51:50 10/12/17 Plain City, OH43064 Client Designed by Phone: 614-398-6250 TP-15753 Mike FAX: mike@mfpeng.com Tower Input Data This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Albemarle County, Virginia. Basic wind speed of 90 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50 'F. Deflections calculated using a wind speed of 60 mph. ANSI/TIA-222-G wind speeds are Vasd winds. Refer to IBC Table 1609.3.1 for Vult wind speed conversions.. A non -linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Tapered Pole Section Geometry Section Elevation Section Length f Splice Length fi L1 150.00-103.00 47.00 5.50 L2 103.00-67.50 41.00 6.75 L3 67.50-41.50 32.75 7.50 L4 41,50-1.00 48,00 Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade 18 26.0000 38.9500 0.2188 0.8750 A572-65 (65 ksi) 18 36.9971 48.3000 0.3750 1.5000 A572-65 (65 ksi) 18 45.6892 54.7100 0.4375 1.7500 A572-65 (65 ksi) 18 51.7692 65.0000 0.5000 2.0000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area 1 r C l/C .1 111Q w w/t in in, in° in to in' in' in' in Ll 26.4011 17.9002 1503.1570 9.1523 13,2080 113.8066 3008.2919 8,9518 4.1910 19.159 39,5509 26.8916 5096.5580 13.7496 19.7866 257,5762 10199.8223 13.4484 6.4702 29.578 L2 39.1075 43.5894 7385.9174 13.0008 18.7945 392.9826 14781.5534 21.7989 5.8515 15.604 49,0451 57.0427 16552.4393 17.0134 24.5364 674,6075 33126.6588 28.5268 7.8408 20.909 L3 48.2819 62.8376 16256.4512 16.0643 23.2101 700.4045 325342931 31.4248 7.2713 1662 55.5540 75.3642 28045AI77 192667 27.7927 1009.0937 56127.7382 37.6892 8.8590 20.249 L4 54.6670 81.3642 27019.8483 18.2006 262987 1027.4202 54075.2500 40.6898 8.2314 16.463 66.0027 102.3615 53801.3931 22.8975 33.0200 1629,3578 107673.579 51.1905 10,5600 21.12 4 tnxTower Job Page 150-ft Monopole - MFP #23517-683 2 of 5 Project Date Michael F. Plahovinsak, P.E. 18301 State Route 161 816361A Virginia Oil 17:51:50 10/12/17 Plain City, OH43064 Client Designed by Phone: 614-398-6250 TP-15753 Mike FAX.- FAX.- mike ,mi eng.com Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft ft Ift plf 1 5/8" C No Inside Pole 147 00 - 1.00 18 No Ice 000 092 1/2" Ice 000 092 1" Ice 000 092 1 5/8" C No Inside Pole 137.00 - 1 00 18 No Ice 000 092 1/2" Ice 000 0.92 1" Ice 000 092 1 5/8" C No Inside Pole 127 00 - 1.00 18 No Ice 000 092 1/2" Ice 000 092 1" Ice 0.00 092 1 5/8" C No Inside Pole 117.00 - 1.00 18 No Ice 000 092 1/2" Ice 000 0.92 1" Ice 000 0.92 1 5/8" C No Inside Pole 107.00 - 1.00 18 No Ice 000 092 1/2" Ice 000 0.92 1" Ice 000 092 1 5/8" C No Inside Pole 97.00 - 1.00 18 No Ice 0.00 0.92 1/2" Ice 000 0.92 1" Ice 000 0.92 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert n .n f? .ft, K ft ft Antenna + Mounting (EPA C None 00000 146.00 No Ice 25000 250.00 400 250 ft2) 1/2" Ice 27500 27500 450 1" Ice 30000 300.00 500 Antenna + Mounting (EPA C None 00000 13600 No Ice 25000 25000 400 250 1`1:2) 1/2" Ice 27500 27500 450 1" Ice 30000 30000 500 Antenna + Mounting (EPA C None 00000 126.00 No Ice 250.00 250.00 400 250 ft2) 1/2" Ice 27500 275.00 450 1 " Ice 30000 30000 500 Antenna + Mounting (EPA C None 00000 11600 No Ice 25000 25000 400 250 ft2) 1/2" Ice 27500 275.00 450 1" Ice 30000 30000 500 Antenna + Mounting (EPA C None 00000 106.00 No Ice 250.00 250.00 400 250 ft2) 1/2" Ice 27500 27500 450 1 " Ice 30000 30000 500 Antenna + Mounting (EPA C None 0.0000 96.00 No Ice 150.00 15000 400 150 ft2) 1/2" Ice 170.00 170.00 420 1" Ice 190.00 19000 440 WxTower Job Page 150-ft Monopole - MFP #23517-683 3 of 5 Project Date Michael F. Plahovinsak, P.E. 18301 State Route 161 816361A Virginia Oil 17:51:50 10/12/17 Plain City, OH43064 Client Designed by Phone: 614-398-6250 TP-15753 Mike FAX.- mike(cdmf en .com Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0 9 Dead+1 6 Wind 0 deg - No Ice 4 12 Dead+1.6 Wind 90 deg - No Ice 5 0 9 Dead+1.6 Wind 90 deg - No Ice 6 1.2 Dead+1.6 Wind 180 deg - No Ice 7 0.9 Dead+1 6 Wind 180 deg - No Ice 8 1.2 Dead+1 0 Ice+1.0 Temp 9 1 2 Dead+] 0 Wind 0 deg+1 0 Ice+1 0 Temp 10 1.2 Dead+l .0 Wind 90 deg+1.01ce+L0 Temp 11 1.2 Dead+l 0 Wind 180 deg+1.0 Ice+1.0 Temp 12 Dead+Wind 0 deg - Service 13 Dead+Wind 90 deg - Service 14 Dead+Wind 180 deg - Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No ft Type Load Moment Moment Comb. K kip - fit kip - fit LI 150 - 103 Pole Max Tension 5 0.00 000 0.00 Max. Compression 8 -34.89 000 000 Max Mx 4 -19.91 -1173.46 000 Max My 2 -19.91 000 117346 Max Vy 4 5200 -1173.46 0.00 Max. Vx 2 -52 00 000 117346 L2 103 - 67.5 Pole Max Tension 1 0,00 000 000 Max. Compression 8 -61 45 000 000 Max. Mx 4 -40 93 -3527 59 0.00 Max. My 2 -40.93 000 352759 Max Vy 4 7362 -3527 59 000 Max. Vx 2 -73 62 000 3527 59 L3 67.5 - 41.5 Pole Max Tension 1 000 000 000 Max Compression 8 -76.16 000 000 Max Mx 4 -54 09 -5415.74 000 Max. My 2 -54 09 0.00 541574 Max. Vy 4 75.76 -5415 74 000 Max. Vx 2 -75.76 0,00 541574 L4 41.5 - 1 Pole Max Tension 1 0.00 000 000 Max. Compression 8 -108 08 0.00 000 Max Mx 4 -83.08 -9132 30 000 Max. My 2 -83.08 000 913230 Max Vy 4 78.59 -9132 30 000 Max Vx 2 -78 59 000 913230 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No Deflection Load ft in Comb. o° L i 150 - 103 29.818 12 1.7364 00000 L2 108.5 - 67 5 15 595 12 1 3985 0.0000 L3 74 25 - 41 5 7 091 12 0.9187 00000 L4 49 - 1 3 036 12 0.5787 0.0000 tnxTower Job e Page 150-ft Monopole - MFP #23517-683 4 of 5 Michael F. Plahovinsak, P.E. Project Date 18301 State Route 161 816361A Virginia Oil 17:51:50 10/12/17 Plain Ciiy, OH43064 Client Designed by Phone: 614-398-6250 TP-15753 Mike FAX: mike(a'�,mrpenR.com I Section Elevation Harz. Gov. Tilt Twist No. Deflection Load fl in Comb. ° Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Till Twist Radius of Load Curvature ft Comb. in oft 146.00 Antenna + Mounting (EPA 250 ft2) 12 28 362 1 7108 00000 32060 136,00 Antenna + Mounting (EPA 250 ft2) 12 24.753 1.6442 00000 11449 126.00 Antenna+ Mounting (EPA 250 ft2) 12 21 249 1 5690 00000 6678 116.00 Antenna + Mounting (EPA 250 ft2) 12 17.925 1.4792 00000 4713 10600 Antenna + Mounting (EPA 250 ft2) 12 14 855 1 3687 0.0000 3902 9600 Antenna + Mounting (EPA 150 ft2) 12 12.089 1.2365 0,0000 4015 Maximum Tower Deflections - Design Wind Section Elevation Harz. Gov. Till Twist No, Deflection Load ft in Comb. ° L l 150 - 103 120 294 2 7.0136 0.0000 L2 108 5 - 67 5 62.962 2 5.6501 00000 L3 74 25 - 41 5 28 642 2 3.7123 0.0000 L4 49 - 1 12 264 2 23384 00000 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 146.00 Antenna + Mounting (EPA 250 ft2) 2 114,425 69102 0.0000 8152 136.00 Antenna + Mounting (EPA 250 ft2) 2 99.881 66414 00000 2909 12600 Antenna + Mounting (EPA 250 ft2) 2 85.758 6.3381 00000 1694 116.00 Antenna + Mounting (EPA 250 ft2) 2 72 358 5,9756 00000 1193 10600 Antenna + Mounting (EPA 250 ft2) 2 59.979 55295 0.0000 985 9600 Antenna + Mounting (EPA 150 ft2) 2 48.817 4.9959 00000 1009 Pole Design Data Section Elevation Size L L° Kl/r A P„ gyp„ Ratio No. P ft ft ft inz K K 41p Ll 150 - 103 (1) TP38 95x26x0 2188 4700 000 00 258394 -19 91 1582.44 0 013 L2 103 - 67 5 (2) TP48.3x36 9971x0.375 4100 000 0.0 548279 -40 93 3840.79 0.011 L3 67.5 - 41 5 (3) TP54 71 x45.6892x0.4375 3275 0.00 00 72.4955 -54 09 512582 0.011 L4 41.5 - 1 (4) TP65x51 7692x0 5 48.00 0.00 00 102 362 -83 08 7053 10 0 012 0 WxTower Job e Page 150-ft Monopole - MFP #23517-683 5 of 5 Project Date Michael F. Plahovinsak, P.E. 18301 State Route 161 816361A Virginia Oil 17:51:50 10/12/17 Plain City, OH43064 Client Designed by Phone: 614-398-6250 TP-15753 Mike FAX.- mikena,mfpenR.com Pole Bending Design Data Section Size M„.r W. Ratio Elevation Ratio M„y only No. MI. M„ y ft kip-f1 kip-ft om- kip-ft kipJI oMar Ll 150 - 103 (l) TP38 95x26x0 2188 117346 121339 0 967 000 121339 0.000 L2 103 - 67 5 (2) TP48 306.9971 x0 375 3527,59 3637 10 0 970 000 3637 10 0 000 L3 67 5 - 4l 5 (3) TP54 71x45.6892x0 4375 5415.73 549993 0 985 000 5499.93 0.000 L4 41.5 - 1 (4) TP65x51 7692x05 913233 935575 0,976 000 935575 0 000 Pole Shear Design Data Section Elevation Size Actual V„ Ratio Actual OT„ Ratio No. V. V„ T„ T„ ft K K �V kip Jt kip fl OT 1 L1 150 - 103 (1) TP38.95x26x0.2188 52.00 791.22 0.066 000 2429.76 0.000 L2 103 - 67.5 (2) TP48.306.99710.375 73.62 192040 0.038 000 7283.09 0.000 L3 67 5 - 41 5 (3) TP54 71 x45.6892x0 4375 7577 2562.91 0.030 0.00 11013.33 0.000 L4 41.5 - 1 (4) TP65x51 7692x0.5 78 59 3526.55 0.022 0.00 18734.33 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ MI. M,,y V. T„ Stress Stress ft opa �M- oMry 0V OT„ Ratio Ratio L 1 150 - 103 (1) 0.013 0.967 0 000 0.066 0.000 0.984 1.000 4 8 2 L2 103 - 67 5 (2) 0 011 0 970 0 000 0.038 0.000 0.9882 1 000 Y 4 8 2 L3 67.5 - 415 (3) 0.011 0.985 0.000 0.030 0 000 0.996 1 000 V 4 8 2 L4 41.5 - 1 (4) 0.012 0 976 0 000 0 022 0 000 0_.9888 1.000 Y 48.2 V Section Capacity Table Section Elevation Component Size Critical P ePaila,,. % Pass No .ft Type Element K K Capacity Fail L1 150 - 103 Pole TP38 95x26x0.2188 1 -19.91 158244 98A Pass L2 103 - 67.5 Pole TP48 306.99710 375 2 -40.93 384079 98.2 Pass L3 67 5 - 41 5 Pole TP54 71 x45 6892x0 4375 3 -54 09 5125.82 99.6 Pass L4 41 5 - 1 Pole TP65x51.7692x0.5 4 -83 08 7053 10 988 Pass Summary Pole (L3) 996 Pass RATING = 99.6 Pass Michael F. Plahovinsak, P.E. 18301 State Route 161 W 1ob 150-ft monopole - MFP #23517-683 Page BP-G Project 816361A Virginia Oil Date 10/12/2017 Plain City, OH 43064 Phone: 614-398-6250 Client Designed by email: mike@mfpeng.com TAPP TP-15753 Mike Anchor Rod and Base Plate Calculation ANSI/TIA-222-G-2 Factored Base Reactions: Pole Shape: Moment: 913211-kips 18-Sided Shear: 79 kips Pole Dia. (D f): Axial: 83 kips 65.00 in Anchor Rod Calculation According to TIA-222-G section 4.9.9 = 0.80 TIA499 Ibolts = 15768.75 in Momet oflnertia P. = 252 kips Tension Force Vu = 3 kips shear Force Rat = 325.00 kips Nominal Tensile Strength TI = 0.50 for detail type(d) Base Plate Calculation According to TIA-222-G = 0.90 TIA 4 7 MPL = 670.4 in -kip Plate Moment L = 8.5 In Section Length Z = 16.1 Plastic Section Modulus MP = 804.3 in -kip Plastic Moment M.= 723.9 in -kip Factored Resistance Anchor Rods: (24) 2.25 in. A615 GR. 75 Anchor Rods Evenly Spaced On a 72.5 in Bolt Circle Base Plate: 2.75 in, x 78.5 in. Roun( fy = 50 ksi The following Interation Equation Shall Be Satisfied: Pa + Vr' 1.0 TI �R, 0.994 --' 1 Calculated Moment vs Factored Resistance 670.36 in -kip ::!� 724 in -kip Anchor Rods Are Adequate 99.4% LvI Base Plate is Adequate 92.6% RI Exhibit C — Mounting Array Detail Mount catalog version 1 5 Coniniscope 12.S' Co -Location Platfot-ni with Handrails and RRU Ring Mutant LP 1303 (MTC360 R) LP 1303-1(12.5' Platform - MTC3607R) MotNtt hAudes: • Round Members Without Irp Wdh W !ce • d4) 2-3/8" x 96." (EPA),, = S&B ft' 70-8 #t` Mount gapes per sector Mount Weight- 2S28 ibs 3385 Ibs • (2) 2-3/8" x 36" pipes per sector • Handrails • Kicker Support • RRU Ring Mount with (6) 2-3/8" x 63" pipes CROWN �Y� Cv CASTLE u _