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Home My WebLink AboutSP201700027 Application Special Use Permit 2017-11-15J ( Ce�r mLin ity Deve1opmentG°ap�artment f 401CtetclntirpRoadCharlottes iIIe.VA22K245 Voice (434) 296-5832 Fax if4a4':9 2-41:26 Planning Application TMP09400-OU-00-03900__]owner((): VIRGINIA OIL COMPANY INCORPORATED /O FRAYSER Application # 7ROPE TY INFORMATION Legal Description ; ��E Magisterial Dist. 'Scottsville Land Use Primary ForestFJ Current AFD Not IFF A/F District lwl Current Zoning PrimariRurall ,Areas �PPLI+CATIO IFIF€dRhIATICi�+1 Street Address Entered 3, Application Type Special Use Permit + Buck Smith + Project ICESMAOTCK -TIER III PERSONAL WIRELESS S FACILITY Received Date 1 f 30 17 Received Date Final Submittal Gate 12/15/17 Total Fees Closing File Date Submittal Date Final Total Paid Revision Number t DONOHUE, EDWARD L117 ORONOCCO ST SLE ANDRTA VA 2 314 7035491123 1 I 4 Signature of Contractor orAuthorized gent Cate &--ograpti:aJ Data Ceryicss Dwision - Rcwi 21,1 County of Albemarle �teriolteavmsVA Parcel Property Information 4,0t mclmire'�..d 22SQZ-411;&8 T mp 09400-00-00-03900 Leegsacription l ACREAGE D Parent TMP Tax Map E� —7.Tt i . nF OG' Block Parcel GPIN 15293698'860si Major Subdiv, EAcreage Total ."acres TMP Inactive? L I 411 STREET AbFi5RESS 19FdRMk7'fON House Num Street Nan-%-. rt—+ state==Z12_22d_=e I [ADDITIONAL PROPERTY INFORMATION Agricultural Forest District:Nt in A/F District High School District-:MnG ticello Traffic Zone, 12 95 Middle School District, ;Riirhv I Voter Precinct- Stone -Robinson Elem, School District.�Stone-Robinson Magisterial District, -,!Scottsville Metro Planning Area7l Census Block Group3 CATS areal � Census Tract-. �104.01 Public Water Sewer, 'Nater Supply Protection area' Other Rural Land? =YE S No Service Watershed Development Area? 'Middle Rivanna River H F�07 'Alorld Heritage Site National Historic Landmark Virginia Landmark Register ' National Register of Historic Places � urrent Land Use Number of Structures Number of DwLIlin_q Units Primary. Fore-st 0 i 4 i -1 Secondary,Unassigned 0 ....... .. . 0 Minor: 0 0 -------- -- - Con-tpreliensive Plan Land Use Plan area; ;Rural Area 2 Primary; Rural Area Other2s 'Unassigned SecondaryUnassigned Othei3r Unassigned Minor: iUnassigned Othei4, Una igned . . ... . ........ ..... .. ... Other; '2Dpssijgned ► Other5-, !Unassigned _7onnqA?op red I 2,,'l -990 Rr,or to I 2/Z 9817 n I s, Primary Aural Areas cornmercial 'Cornrneroial_Busies ............. Secondary iCl Commercial 4 Aural area Agricultural LN • � Flinor=Unassianed iPlanned Industrial Park F !jjna �tned OtherUnassigned Natural Resource Extraction Overlay'Flood Hazard Overlay), Airport Impact Area Entrance Corridor Overlay Scenic Stream Overlay, FL4P;NVVC ACTIVITIES WILDING A CIVITIES �Icatfoaf_qu_mb _7�L currentstatus Sia]Cortditions licafion�Numb -jCi�rreitt ear tst L sL�e-lalconditlons SP197900018 .Approved .......... ............ SDP201700009 ;Approved .... .............. . . ...... .. .... ............... . ...... . ..... . ... .. ............. SDPI97900040 z Inva i Un nown ........... ............ . .......... OTH200500015 Under Review see a o zma- 06 5-001, tax 1-66201 ''7400 ' '2-7 Under Review 1700010 ARB Comments ... ........... .. . . . . .................. ........ Printed On: ET:uiij�WT _()ctober31. 2017 I FOR OFFICE USE ONLY Application # —'?--'L--SIGN # (if an SP) Fee Amount $ Date Paid — By who" Receipt # _Ck#-- by: ZONING ORDINANCE SECTION.— Application for Personal Wireless Service Facility 0 IMPORTANT: Your application is considered INCOMPLETE until all of the information on the Required Application Content Checklist on pages 2 thru 6 has been submitted and the appropriate fee has been submitted, (See page I I for thea ro riate fee(s) related to your application). Staff will assist you with these items. PROJECT NAME: (how should we refer to this application?): Keswick PROPOSAL: Tier 11:1 Tier 11 [1 Tier III IM Building Permit after Tier 11 or Tier III approval Z EXISTING COMP PLAN LAND USE/DENSITY: LOCATION/ADDRESS OF PROPERTY FOR SPECIAL USE PERMIT: Black Cat Road, Keswick, VA 22947 TAX MAP PARCEL(s): Lot 94-39 ZONING DISTRICT: Rural Area # OF ACRES TO BE COVERED BY SPECIAL USE PERMIT (if a portion it must be delineated on a plat): .652 acres El YES 0 NO Is this an amendment to an existing Special Use Permit? If Yes provide that SP Number. 91 YES El NO Are you submitting a Special Exception to modify or waive certain requirements with this application? If YES, provide the modifications Modification to Sec. 5.1.40(b)(2)(a) and (c) 0 YES [:1 NO Does the owner of this property own (or have any ownership interest in) any abutting property? If YES, please list those tax map and parcel numbers: 94-38 Applicant (who should we contact about this project): Edward L. Donohue, Agent Street Address 117 Cironoco St. Cit Alexandria State VA Zip Code 22314 Phone Number 703.549.1123 Email edonohue@donohuestearns.com -X e —co r (f T I —rg I —ni 57 o' Street Cit Charlottesville State VA Zip Code 22903 Phone Number 434.981.7077 Street Address. City_ Phone Number Email Work Value $ County of Albemarle Department of Community Development ,0401 McIntire Road Ch www.albemarle.org Personal Wireless Service Facility Application TIER 1, 11, and III Building Permit & or Site Plan APPLICATIONS If this is a Tier I application requiring a building permit, the permit becomes null and void if work or construction authorized is not commenced within 6 months, or if construction or work is suspended or abandoned for a period of 6 months at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances voverninfy this t\Ln, e of work will be complied with whether s• to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performa construction. nce of By signing this application, the owner and/or their agent hereby grant employees of the Albemarle County Community Development & Real Estate Departments the right to enter and inspect the subject property Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m., holidays excepted. By signing this application I certify that the information provided on this application and on supporting documents is correct and accurate to the best of my knowledge. I also consent and understand that providing incorrect and inaccurate information about the nature of this application renders this application incomplete and it shall have be deemed to have not been officially submitted. Please check which applies: E] I certify that I am the agent for who is the Owner, and I am authorized to submit this application on behalf of the Owner under the agency. 0 1 am neither the Owner nor the Owner's agent. I certify that written notice of this application, by providing a copy of this application, will be mailed to the Owner at the following address: within 10 days of today's date as required by Virginia Code § 15.2-2204(1--[). I understand that, if I do not provide the notice to the Owner as provided herein, the building permit application and every other subsequent approval, permit or certificate related thereto could be determined to be void. 0 ELECTRONIC RECORDS STATEMENT: Albemarle County is creating and using electronic records and electronic signatures as allowed by the Uniform Electronic Transactions Act (Virginia Code § 59.1-479 et. Seq.). As an applicant to the Building Permit process, on mav consent to receive or have online Willi Initials of Owner, Contractor or Authorized Agent HM Your agreement to conduct Building Permit transactions by electronic means does not prevent you from refusing to conduct other transactions by electronic means. I hereby certify that I own the subject property, or have the legal power to act on behalf of the owner in filing this application. I also certify that the information provided on this application and accompanying information is accurate, true, and correct to the best of my knowledge. By signing this application I am consenting to written comments, letters and or notifications regarding this application being provided to me or my designated contact via fax and or email. This consent does not preclude such written communication from also being sent via first class mail. October 30, 2017 Signature of Owner/Agent Date Edward Donohue 703.549A 123 Print Name Daytime phone number of -Signatory REVISED 1112115 Page 10 of 11 Personal Wireless Service Facility Application Required FEES to be paid at time ,f application: What type of Personal Wireless Service Facilitt, are you aiwlving fi)r? J Tier I Facility $113.60 Ll Tier 11 Facilities — Site Plan $1,957 Ll Tier III Fac $2,150 LJ Amend ex $1,075 L) special Exce tion $457 Ll Notificatio $215 LJ Notification Requirement for Tier 11 and Tier III for each notice over 50 notices* $1.08 plus the cost of LJ Published notice cost for Tier III Facilities Cost is based on a cost u ote from he blisher, -- L�Buildi=PermitafterTier _ II or Tier III $I11.6:� 'thisfte is coot collecieclw the time qlinithslsubinhial, hors !e, ifany, will he aplslicunt will be notified I1'fhefire isnr)t,slibtyiiiiedIry ilieel(�tictlii?,e the allr)hcant vheillbe(ic,,ettie<iiric�oi?il)lele *!171'62�beai after sta{f review(Obtzc noiice- ,Vosl applicationsfisr a S)ecial (, ee Perinit requirt, at least one Imblic hearing ki, the Planning Cotninission and one public hearing bj,, the are required hbbre a,bt?ecial Use Pertnil nicst, be heard l v the ol',Snl)erveiors. I'he total ft e fin" public blic notice Brill be provkled to the applicant tsfier the final cost is eleterinined an(I horst be paiii belbre the cil.)I)Iic'utionishee,ii°clbiltiptiblic°t;o(ly, 'Ia 'estintates the totalosf unsla(#acew owner nol tfication to he bets een 350 arn I 4,50 per heurist„,Y. I his esihnaie, reflects Me. cmerage cost (?f1mblic notice,leesfitt, SI)ecial (IfSe tlertnii (applications, but Me cost ocertain alltVicalions n? g&!s- 'i — Lly,be --h M =0 ➢ Deferral of scheduled ublic hearing ata plicant's request $194 Resubmittal fees for Tier III Facilities First resubmission FREE Each additional resubmission (TO BE PAID WHEN THE RESUBMISSION IS MADETo INTAKE STAFF) $1,075 Each additional resubmission of an amendment to an existing SP (TO BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE STAFF $538 REVISED 11/2/15 Page 11 of 11 THOMAS •; ERNEST A. HARPER MELISSA M. RITTER i DELL EVAN ,MAYO November g, 2017 • SMITH, PLLC 105 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902-5115: TELEPHONE: (434) 977-4455 FACSIMILE: (434) 979-1221 www.tremblaysmith.com Francis H. MacCall, Principal Planner Albemarle County Department of Community Development 401 McIntire Road Charlottesville VA 22902-4596 r i Re: Letter of Authorization - Virginia Oil Company, Incorporated and its successor by merger, South Creek Investments, Inc. Mr. MacCall°t As counsel for Virginia Oil Company, Incorporated and its successor by merger, South Creek Investments, Inc., I am writing to confirm that Frayser White is the President of Virginia Oil Company, Incorporated and its successor by merger, South Creek Investments, Inc. and is authorized to sign any documents on behalf of the entities including any and all forms, applications, letters, etc. (specifically the Letter of Authorization for Donohue & Stearns to act as zoning counsel) necessary for the submission and review of Special Use Permit-SP2o17- 00027 Keswick Tier III PWSF. Thank you, M.E.(Dick) Gibson, Jr..= BEFORE THE OF ALBEMARLE COUNTY, VIRGINIA Re: Statement ofJustification for Special Use Permit with Special Exception Crown Castle — Keswick 8l63G1Replacement Black Cat Road, Keswick, Virginia Lot 94-39; Lot ID: 09400-00-00-03900 seeks approval to construct a 150-foot-taU monopole in Keswick, Virginia that will replace an adjacent existing 140 -foot -tall lattice tower that will be decommissioned in the first quarter of 2018. Asthe Project Site is in the Rural Area district, the Applicant requires a special use permit as required by Albemarle County Code Chapter 18 (the "Zoning Ordinance"), Section 10.2.2(48). Without approval, Albemarle County residents, workers, and visitors will suffer an unsafe and inconvenient interruption tothe wireless coverage they have come to expect and rely upon, Applicant's request for a special use permit is not III !11 11 !1111 !!!111 111111 IF !!!1111111 1111!111 1111!1 tower. Applicant requests the Planning Commission and Board of Supervisors APPROVE its application Applicant, because of decisions outside of its control, will be decommissioning a nearly -two - decades -old lattice tower in early 2018. In response, Applicant has designed a replacement monopole that, although seven percent taller, will be less visually obtrusive than the lattice tower that has existEl for the last two decades. The resulting personal wireless facility is a reasonable, sensitively designEM facility that will continue to provide reliable wireless service to the residents, workers, and visitors (M Edward L. Donohue, Esq. Albemarle County Department of Community Development 402 McIntire Road Charlottesville, VA 22902 Re: Application for Special Exception Crown Castle - 830406 "Keswick Relo" Parcel 94-39 Pursuant to Section 18-5.1.40(a) of the 41bemarle County Code ("the Zoning Ordinance") an Applicant for a Special Exception ("SE") must submit, as part of the application package, "[A completed application form, signed by the parcel owner, the parcel owner's agent or the contract purchaser, and the proposed facility's owner. If the owner's agent signs the application, he shall also submit written evidence of the existence and scope of the agency." (Eniphasis added.) The Applicants, Crown Castle, Inc ("Crown Castle") and Virginia Oil Company Inc ("Virginia Oil") submit this Letter of Authorization ("LOA") permitting Crown Castle, by and through its legal counsel, the law firm of Donohue & Steams, PLC, to act on behalf of the landowner, Virginia Oil, in furtherance of the application for special exception ("SE") for the purpose of installing a telecommunications facility [150 monopole & ancillary compound] at Parcel 94-39 [Parcel Id. No. 09400-00-00-03900]. This LOA is limited in scope to those actions necessary for Crown Castle to have the SE accepted and reviewed by Albemarle County, appropriate zoning staff, and the Board of Supervisors. This LOA shall not be construed to in any way limit the rights of Virginia Oil as pertains to the use of the subject -parcel or their participation in the SE application process. Rather, this LOA's sole purpose is to provide documentation sufficient to satisfy the mandates of the Zoning Ordinance and allow Crown to proceed with the SE process. 9� By: Name:5 It- . &L W L4 i T e2 On behalf of Virginia Oil Company Inc. State of ` Jr County of rI �f.regoing instr ent was acknowledg d bk.efore me this _ of -7 by of Virginia Oil Comp y Inc. KENNETH RAY AMISS Notary Signature: Notary Public Registration NO.: [SEAL Commonwealth of Virginia Expires;— Registration o. 6660 My Cornrnision Expires Jul 31.2020 'WA Pre -application Meeting Request for 4, Special Use Permits or Zoning Map Amendments V nia Project Name: Crown Castle/Keswick Site Tax _Map_Parcel Number : 94-39 and 94-40 I WOULD LIKE TO DISCUSS THE FOLLOWING (Check the appropriate box or boxes) PROPOSED NEW SPECIAL USE PERMIT PROPOSED ZONING MAP AMENDMENT or AMENDMENT Current Zoning District: Proposed Use(s) & Section(s) of the Zoning Ordinance requiring a Special Use Permit (if known): Proposed Zoning District: (if known) PWSF (Tier 11 or 111) in accordnace with See 5.1.40 This will be an amendment to a prior rezoning action? File number or L of rior action Has a pre -application meeting happened previously for this project? YES NO If YES provide the date of the meeting. July, 2016 Agent/Contact Person (Who should we call/write conco-ring this project?): Edward Donohue Daytime Phone # (703 ) _549-5384 Cell Phone # (202_),285-8374 *E-mail edonohue@donohuestearns.com Owner of Record Virginia Oil C Daytime Phone Cell Phone # *E-mail Ernad will be riinai method of contact unless otherwise 1e Submittal Requirements E] One (1) completed Pre -application Meeting Checklist (including all written desetiptions noted in the checklist) Owner/Applicant Must Read and Sign I hereby certify that the intbrmation provided on this request form and accompanying information is accurate, true and correct to the best of my knowlcd!ge and bel" Signature of Owner or Agent Date Print Name Daytime onumber of ��natpvn_�. y County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 Pre -application Meeting Request 04/01/2013 Page I of I Trac T emak From: Ed Donohue Sent: Thursday, July 06, 2017 10:35 AM To; Sarah Baldwin; rragsdale@albemarle.org Cc: Tracy Themak Subject: RE: Crown Castle - Relocation of 150' telecommunications facility Maybe this will help; this tower facility was the subject of a pre -app meeting held roughly a year ago (7/16). The facility is located on property encumbered by a conservation easement granted by the owners to the Virginia Outdoors Foundation (VOF) back in 2007. The owners and our client, Crown Castle have been exploring ways to try to keep the tower in place. However, we are beginning to run out of time and need to explore our options. I realize this is a holiday week and some people may be out of the office but we are eager to arrange a date and time to discuss this as soon as possible. N From: Tracy Themak Sent: Wednesday, July 05, 2017 3:35 PM To: Sarah Baldwin <sbaldwin@albemarle.org>; rragsclale@albemarle.or�4 Cc: Ed Donohue <edonohue@donohuestearns,com> Subject: Crown Castle - Relocation of 150' telecommunications facility Sarah and Rebecca My name is Tracy Themak and we had corresponded back in February about the County's review process for a few of Crown Castle's facilities in Albemarle, We are now specifically looking at needing to relocate a 150' lattice structure so that the carriers currently installed are not affected, The new facility would be a monopole of the same height. We are hoping to set up a time to discuss and see what the zoning process for such a relocation would be. Could you let me know if you would have time to discuss this week and what times would be convenient? Thank you, Tracy Fluvanna County Sheriff s Office 160 Commons Boulevard Post Office Box 113; Palmyra, Virginia 22963 Emergency: 911 Non -Emergency: (ph) 434-589-8211 ; (fax) 434-589-651 ....... ..... October 16, 2017 She Eric Hess Virginia Outdoors Foundation o,1194�o_v i fw.r ATTN: Brian Fuller Assistant Director of Stewardship Executive Assistant 600 East Main St., Suite 402 Martha Gatlin Richmond, VA 23219 To The Board of Trustees, Atirctio./Judicial/ Civil Bureau Captain Von Hill Re: 1704 Conversion Request on behalf of Karen S. Johnson -Easement # ALB -02399 V41LUI&A ftx4aao The primary mission of the Fluvanna County Sheriff's Office is Law Enforcement and Investigations/Operations Bureau Emergency Communications (E911) for Fluvanna County, In 2016 we received 6483 Captain David Wells emergency calls for service, 3463 were from wireless communication devices and 186 of those calls were dropped due to poor wireless communication's coverage. Training/Crime Prevention Specialist Our current CAD system does not have the capability to generate a report that would reflect Lt. Jesse Ellis the number of E911 calls from wireless devices -that may have originated from the Keswick Tower and were rerouted to either Louisa or Albemarle Counties, We routinely work with Albemarle and Louisa Law Enforcement agencies in the Troy and Keswick communities judicial/Civil Division Lt. Thomas Rensch where the Counties connect, geographically. Our Deputies are issued or use personal smart gill phones for communications with all E911 centers and numerous Law Enforcement Personnel. Patrol Div. — Shift Commander Lt. Sean Peterson We have reviewed the details of the 1704 Application filed on behalf of Mrs. Johnson. We are very concerned about the possibility of losing this tower location and its potential for a catastrophic impact on the safety of neighboring communities. Patrol Div. ® Shift Commander Lt. Forrest Lawhorne In conclusion we submit our support for Mrs, Johnson's Application to avoid removal of the Lj; piq Keswick Tower under Section 1704, We respectfully ask the Board to exercise discretion in allowing the tower to remain in place as an aid to provide wireless communication for Investigations Division Sgt. Aaron Hurd public health and safety of our neighboring counties. Respectfully submitted, Emergency Communications Center Director Michael Grandstaff maKandst4iftft rt .tt Sheriff Eric B. Hess Fluvanna County Sheriff's Office Fluvanna County Sheriff s Office 160 Commons Boulevard Post Office Box 113; Palmyra, Virginia 22963 Emergency: 911 Non -Emergency: (ph) 434-589-8211 ; (fax) 434-589-651 ....... ..... October 10, 2017 Mr. Brian Fuller Virginia Outdoors Foundation 1010 Harris St. Suite 4 Charlottesville, VA 22903 AT&T Mobility Virginia/West Virginia Market Office 4801 Cox Road, Suite 300 Glen Allen, VA 23060 Re: See. 1704 Application for Conversion/Di version at 4464 Richmond Road, Keswick, Virginia-, Crown Castle Telecommunications Tower #816361 / AT&T Cell Site: CV335; FA: 10069168 I arin writing in support of the Johnson Trust's Section 1704 application for con version/di version of open - space related to the 150' telecommunications tower owned by Crown Castle at 4464 Richmond Road, Keswick VA (Parcel Number 94-4 1 A) As you may be aware, AT&T is one of several carriers who lease space on the tower for operation of wireless facilities. It is my understanding that (i) in 2007 the property owner granted a conservation se, -or. -of t*_Ae, �iriltia Owd. F*u:tdaji,,D aTg , rill-ig jo t�e tjrw�s of 2t eas rteoi, t4i tower must be removed when tne lease term expires in 2_U 16; (it) it the Application tor Conversion/ viversion is approved, the tower may be allowed to remain. Please be advised that the wireless facility operated by AT&T at this location is a critical part of the AT&T network. The site provides coverage to those living, working and traveling in the surrounding area, including along a large section of Interstate 64, If the tower is not allowed to remain, AT&T customers on Interstate 64 and in the surrounding rural area will experience wide -scale degradation of service including inability to make calls, dropped calls, and loss of text and data services, In an attempt to minimize such loss of service, AT&T will begin pursuing a replacement facility immediately, but replacement of the existing facility will be tremendously difficult. Identifying suitable locations for new wireless facilities in Albemarle County is generally challenging and in this instance it will be even more so. The pool of candidates will be quite small because any potential replacernent site will need to fit precisely into the existing network. It will need to be very close to the existing tower and at the same elevation in order to "hand off' property to the surrounding sites. It is likely that any replacement site, no matter how carefully chosen, will provide inferior coverage when compared to the existing site, AT&T therefore offers its wholehearted support of the Johnson Foundation's application for Section 1704 con version/diversion of open -space and awaits the ruling anxiously. Please let me know if you require any additional information. Sincerely, Carol A. Murphy Sr. Manager, Real Estate and Construction cm9506@att.coi-n 804-201-2245 1. DEPART ARBORETUM PKWY TOWARD ARBORETUM PL 0.2 MI 2. TAKE RAMP RIGHT AND FOLLOW SIGNS FOR VA-76—TOLL SOUTH 4.7 MI 3. TAKE RAMP RIGHT FOR VA -288 NORTH TOWARD MIDLOTHIAN 16.4 Mf 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 SITE DIRECTIONS SITE NAME: KESWICK (VIRGINIA OIL COMPANY) SITE ID: 830406 ADDRESS: BLACK CAT ROAD KESWICK, VA 22947 VICINITY MAP, SITE INFORMATION PARCEL IDENTIFICATION: PARCEL ADDRESS: PROPERTY OWNER: 09400-00-00-03900 BLACK CAT ROAD KESWICK, VA 22947 VIRGINIA OIL COMPANY INCORPORATED C/O FRAYSER WHITE, SOUTH CREEK INV DEED REFERENCE: DB 3195 PG 402 JURISDICTION: ALBERMARLE COUNTY ZONING CLASSIFICATION: PARCEL SIZE: 12.49 AC TOWER HEIGHT & TYPE: 149' MONOPOLE GEOGRAPHIC COORDINATES: LATITUDE: 37° 59'45.79" (NAD 27) LONGITUDE: -78° 20' 20.70" (NAD 27) 1A GROUND ELEVATION: 431.2AMSL (NAVD 88) CODES: VUSBC 2012, NEC 2011 DRAWING INDEX SHEET NUMBER DESCRIPTION T-1 TITLE SHEET SP -1 SURVEY A-0 SITE PLAN - PROPOSED A-1 COMPOUND PLAN - PROPOSED A-2 TOWER ELEVATION - PROPOSED A-3 TREE HEIGHT DIAGRAM A-4 FENCE DETAILS E&S-1 SITE EROSION & SEDIMENT CONTROL PLAN E&S-2 EROSION & SEDIMENT CONTROL PLAN E&S-3 EROSION & SEDIMENT CONTROL PLAN E&S-4 ACCESS ROAD PROFILES E&S-5 SILT FENCE DETAILS & NOTES E&S-6 TEMPORARY CONSTRUCTION ENTRANCE DETAILS E&S-7 & E&S-8 OUTLET PROTECTION DETAILS & CD NOES E&S-9 CULVERT INLET PROTECTION DETAILS E&S-10 EROSION & SEDIMENT CONTROL NOTES E&S-11 CIVIL DETAILS E&S-12 TRM-ON-SLOPES DETAILS E&S-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 NAME: DATE: NAME: DATE: NAME: DATE: NAME: DATE: NAME: DATE: NAME: DATE: SUPPORT TOWER DROP & SWAP U) CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 r, 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL: (703) 671-6000 a r C h i t e C i s FAX: (703) 671-6300 e n g i n e e r s CHRISTOPHER D.9 �d MORIN mo No. 032984 I F 0 10-L-7 .1 zl�1 �ONAL E DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 m U) V) (n CD CD Q V) cn U) cn V) CD CD CD CD CD z z z z z d d Q Q Q cl� ck� 0:f Cif V) 0 0 © n o CD z z C7 z CD z CD z C7 z Q z z o z 0 z 0 z 0 z 0 cr 0 O N N N N N cif Q Z 0:� Q Z cr- Q Z Cif Q Z r: Q Z Z N W W W W W W cn z U)0 uj Q t` tf') u) N U) O M Ln �h N O U) N O I— N C) /Ld 7 z Q m CU w c:)lL DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 LEGAL DES(---'/'R1PT10N LEASE AREA 1001';1100'Zease Area 0/7 0// /1767I Cc-r/01n PXeCC-- Or pOrCe/ Of lal7d GW17,9d by 07-gl,1710 0// 6OMP019,Y 117C01,001-O'led, lrl70WI? as 69r 10C, -Cel )2 / �7 /he (--Ierk:- Off2-6- Of 1176 411201na1-16 COU17fY, llkql;71a C-OMM617CI17g Cl G ACUnd 171g,"IWOy 177017U1776471 671 4 and /he lure of the 00!rO,171 117017CO 01017g the PV65/ 1rr76- Of 1176 pol-e'?t parcel 5 32' 15' 35- pl; a of 1/144' /O G /--GV%n9 M-- P1651 11�76 Of C17e OC11-617f I-70rCeI aval;g c, lie 11r)e S' 57' 1-51'25- Z-, o dlsr`01-1c6 of 11050' fO C roc, said --oc/ bel;lg ffie narthrresf col-wer of C7 100,'100' Z 6,-7,5-e Inea acrd being IHI--- PZ A CZ- 0/-- 6/7 ce G1017q -Ior&) 11r7e of sand /ease 0/-&c,, 5 56',5,9, 55' F_ d2-t017C6 of /00 00' fO 0 SO/ rod,- 1126W00 1910rlq ffil- 01951 k2& Of 5G,& I&GS& r-7r&C 5 39' 00' 05" AY, 0 d2-f017Ce Of /00 00' /0 C ser` rod;'. ffi6,'7C,- (71017Y 1176 SOtlffi 1ur& Of SG& /ease area IV 56' 59' -55" W, a �11st,717ce of 159/56,70' to a sel rod, 117617C6 71017_q ffid- WCSt 1rne Of 50161 106736 area A" JJ' 00' 0-5 Z-, 0 rJI-5716717Ce of /0000' 1O C 50/ I-GC1,', 501d rOO` b &/r7 L� & 0/7;? _q 7HZ - PIZ A 6 Z-'- 0,I- 91`61AIN1,1V0 ol co17 /05. 00- 0 f. or 0 2y30 ac. of 101711 mu/,e 0/,- /ess 1ACCESS & UTILITY EASEMENTI I 0,-a f,-11 fliaf C'erf01;7 niece 0/'- 1.70 --Cel Ol lama O"'Illeo, Z')/ 111rq11710 0// k/ -Ow? as fox pa/ -Ce/ 1,94-j,9 -1).Z? J1,95, 14'9 405' /n 5176 0111rc- of the Cirnll'f 6-o?lr4 A166177a,-I& C06117t`1, 1*/ 6'OMM6176'1r7g of 0 P017:1 SI?610r`0a of MC- of 1116 yes t //;7o of 131ack 60f R�lod, 5�o�& fiebufe 676 and t12e acw-117 ,&7& Of 15'76 005-&171 1-20rC6'1, SO& 6&1r7g 250.00' SOII1h of 5176 SOZ,1/17 A"?& of /hO176'6 010j?q /he PYOSf 11r7& of Z?lockl r -c", Road, Roo/,- 6/6 5 00, 53, a Of 2 41' /O C 001,�7 t,' 117e,?Ce W111? -7 r, 0/7 -- 101?_Ce17 / Cll,-V-- 10 /he rlqb1 w11h c17 arc of 166'61% a radios of 984-93', C C-170rd beClrlr7q Of 5 IJ56, r) " 8/, a,?d C7 C170r6l 16agfh Of 166-31' &) 0' 00/r7t, 5'0&/,-)Oh71 b6'r/7y the 1ralerSC-Cllbl) of f17e WO,5't Ir74 of 9/06-k 6'0t 1'006; 5&116 ROV&- 616' 017d /he a0rfh 11;i& of o 20' recess & UtIXI/,jl -as&,we,,71 (117cl be/ng 77-/,�-- PZAC�- O,f- P5Z-0111N11V6,- t1)ol-lce along the wow? Of Z?laclf (--Ot Road, ,S101& /?Oute 616, w&12 0 cu, --VO /IIMing fO the rig171 W&Ii 0,-7 arc _q117 of 20 00 a radrus of 894,9j', a rhol-d 66c7rrng of 5 19!5,9'24" P1, U170' C chord` 16-17_qlh of 2000- 1O G 00117Z' 1176'170& 1176 wc-s/ &20 of Black Car R000,/ 5t0l6 poule 616 albl7g the 11rrrl'�s of c 20' Aices 5, & Ulllltv �os,-1-17el-l1 IV 70 7_70 ' o /1 5.7 4j ' �O g coin ��7C /Z ,�p a d15�C,17C-6- 6 with C CUTV0 tUI-17ir7q /0 f176 rl�1717f WIXh 6717 CTC 1617qh Of 55,36', ,7 lwd/t1.5, of 60 00, a clwl-a' bearing of A/ Ile o, -id 7 chol-cl le,-2.qlh of 5.. to c po/;7t,, thence N 170959' H/ 0 O'1, Y,--717CC- 0/1 2j39' /0 0 oo1nt,, 1176nCP- Wl&� a curve lul-17117g /o the left wl�17 06717 arc lefiqlh of 22 15', C 1-odlus 07 JO 00' G Chord bean/r/g of /V 3818;92' P/-,, 0/?C/ a chol-�/ lewcof 2165' lo c poI17 lbel7c,- N 5927V4" ;/ -7 7�17 of )'20 -92' to 0 c7oirt, 1176-17CO PY/6h C CUrVe-F lUI17ir7,q 40 lh& rlg/7 t Y11117 on arc 16-1)Y117 Of 54 26', G 1-(Idims of 55 00', a cbord bearing of N 31 `111.9" 14,1 0 Chol--d Of 52.0,9' to c pol;?I,, 51761706 N AF a cll��1017r& of 6/ 5/0' to a pox'/74, /he/7c6 a of 174.6,9' 10 C 100in1,' 117,-nC,- W&b 0 CUI-Ve &11-17,"2g 1O 1,142& klly/h 0.167 C7rC Ie,,7,q117 of 162.35 ' , c rcmJ1215 o/ 155.00' , 0 chord bearing 01',IV 26x5,9 �34 " &, and a 6-17 Ord I&rl_q ff,' of 155 OJ' /0 0 P 0,//7 /, - f17 P-17 C,-- /1/ 56 ,9 5.5" & C G'/5 16117 C,-- of 244 915' /0 (7 o OX/7 t, • 076'17C6 WI'6/7 0 CUrW AIIIWir7g fa 666 lel? Wl17 077 arc 1617g117 of j,9,?7', a radius of 25.00' , a chord be,7,4-19 Of 5 7800 2'9 ,P1, and a c,arorr 16,,-2_qb1j of 9596" to g po/,�/4- (17,-12(5-6 5 33?20 V-1, " o distance of ,3715.x' to c lool,�71,- thence N -56,59�5.5" & c ol'2000' Zo a 11)&17c& N 3,3007'6,25" -'- g �//-'s Zaace Of /0 00' /0 a /00ir7117 6-, _-6 irh C CO3-v,5 10 617,-- /,--& pplth an c, -c 1417g/17 of 15 71', a radius of 10 00 q --17 O/Z/ bearing 0 f IV 59 55" AV, 67/70` C length of 14.14' lo a polr146�ethenceIV 56:5.955" Ay G ars c°'ara ce of jo 00' to o lo o112 � - 1/7 er) ce N 3,Y 00 92-" E 0 cllsfaoco of 20 00' f0 a 00lr)4' 117017co 5 565955" F- 0 Of jX 53' /0 0 1002/71,- WIZ12 U Cllrile turning to IbO le& Wilh an (.71-C 1,917gll? Of (7 rO&ZIS Of /0 00' 0 chord'' be0l-1i7_q of N 64'zI5 Z, 671767' a cl7ol-d lel7glh of 12,39' /O C coin f, 1176-,-7C,- Wl'�17 C r,-VOI-50 Ctll-06- /u„772/79 f0 he -0() q111 Wlj�'l :71 7/-C- length 0/' 60 06', 67 radius 0 4,5 a chord' beol-h7g o/'N 94?,556 " f:,' ol7d o chord'' lengffl o/ 5570' to a po,04, thence 5 56�7,9�55" c- o d2 - 017c& 0/ 24499' to 0 00/;7t,- M017CO W7�17 0 CUrV6 1U1 -,?179 /O lh& wlX� an arc lel7gl17 of 1,6J2,9', o Iwollz-ls of 17500', 9 C1701 -O' .bearing of 5 26 5,9 '114 " Z-11 0/7G 1 0 C17-9,-Ol 100_q4h of 175 OY to a loo,11-1 /,- thence 5 0,100'4e5" //// 61 a/s/0/7ce of //j 66" to 0 , 001�71,- 417erlCe 5 It -0 clls,l017ce 0/, 80 36' t0 0 1/6761706 W&II 0 CW%16- l61rrling 10 ZI'16 101t WIf12 an arc 1017C l// 0/ 34 0/' 5 J/ 7/'1.x"'" and 0 0170,-d 1017g/la Of 5353 15' to C/ pol,�?I- 117el,2ce -1? 5-9217'104' Z-- o, dlslanc& of 120-92' fa 0 /00h?f' 11761?C& PXIlth C CurV& f01Z?h7g /0 /he -1g171 X//*1`17 017 arc 1&17-q1f7 Of 39. 91 % C/ /-Gc//us of 50 00 " C1 C1701-cl bearing of 5' 3878X12" Z7, and c chord lel7qlh of 36:0 ' /o a po// /// &/-) ce 5 /7 09'J59 /-'- g cJl�F forl ce of 2.3.39' to c p ol,�7 4 - 1b6A1C,- P017 0 6VI'V6 t`U/-/7/kq 10 16211 PY/&1 orl arc 1611qZI7 of 36 9/', c 1,r,7dlus of 10 00', o chord boov-1;7g of .S Z,-' 47/76" 61 choral 1h of 5.5.61' 69 0 p 0/;? (hence 70 �r�O 56 ' Z- o dis lan c& of 5 4J' /o o pain/, said p oh -2 / Z? &ir7_q 1 017 the PY6-S1 //;7,9 of 31-1GCk Cgl Road; Staf& 1r`0c1t6' 6/6 ch?d'? _q square 1061, or ci 494 acres. "K < Q�) 'e"Fes, Z 111E 74 9Z E ZINZ- 9,cA-PrIAIC Z,-'1110711 Z / N 70'6,/0'56 " lF 5.4'3' Z -2 IV 17V9:59" !V 2J,39' Z J N 5,9 276,94 W 120,92' Z 4 N 02 55 �~� k1l -81 4V Z5 N 0,3 00,46 Z" 1111.6,9' Z 6 56 67.9 55 PI 244 gg' Z7 5 =0225" 141 371,3' Z115 /1/ 56 5,9 S5 "9/ 2000' Z 9 N 33 010 225 Lc- /0 00' Z /0 IV 56 5,9 55 W JO 00' Z// // 3 00 �25' � 2000' 612 5 55 16- 315Y L /j 5 '59 5".9'55 Z- 244 961, Z 14 5- 0- 30014,6" X/ 171 66' 1115 5 02 55 L5v",f- 9036' Z 16' 5 59217' 4 1-20,92' 1. 5 17V9:59 "Z- 293,9' 116 5' 70026'56"E 543, IZ- 64 V14RIA1,51-6- 11d07,,V R11,V 5'0 All C)' (Ak15Z,) O '1t',3". ) �35VJ PROJECT NFORMATION SITE NAME-: VIRGINIA OIL COMPANY SITE NUMBER: 815361 A SITE ADDRESS: BLACK CAT ROAD KESWICK, VA 22947 OWNERS NAME: VIRGINIA OIL COMPANY INC, '1100 HARRIS STREET CHARLOTTESVILLE VA, 26903 .-FOWER CENTROID LATITUDE: N 37'59'45,79" LONGITUDE: W GROUND ELEVATION: 431,2± Z71VIR-141116',�- CORRZ�201? 0 t1Z-RZ A NO AzWf?E55 Z15)Z-0 CURVZ-- RA�11-15 LLSA1077-1 0101'?,0 9,�A-RI116 01-10R,0 6,1 y6'4f 93, 2000, 5 /,q 59 04 kv ?o 00, C7 9,15V -9,1' 155 6/' 5 13 :56 L36 sX 1,56 57' ci 884953' 229 14' 5 280/ 0.3 227,51' C4 60 00' 55 J6' N PV 5J 42' 615 J0 00' 22/5 P F/V Y =1 PROJECT NFORMATION SITE NAME-: VIRGINIA OIL COMPANY SITE NUMBER: 815361 A SITE ADDRESS: BLACK CAT ROAD KESWICK, VA 22947 OWNERS NAME: VIRGINIA OIL COMPANY INC, '1100 HARRIS STREET CHARLOTTESVILLE VA, 26903 .-FOWER CENTROID LATITUDE: N 37'59'45,79" LONGITUDE: W GROUND ELEVATION: 431,2± Z71VIR-141116',�- CORRZ�201? 0 t1Z-RZ A NO AzWf?E55 Z15)Z-0 CUR1Z- PiAZ,21U5 Zz5-111617/ 010RZ) 9Z-ARIIIG 1IIORZ) C,0- 55 00' 5-126' N J1711-9 PY 52 09' C7 15,5 00' 162 35' /1/ 26,5g L34 W 15,5 03, C rte' 25 00' J0 27' 5' 7,6 00 (95 P1 15 36' C9 /6,! 0/2' 1571 IV 11,.55''55" H/ 14 14' C/o /0 oo,j 36,91' j /V �1/ v,5 56 E 1 PROJECT NFORMATION SITE NAME-: VIRGINIA OIL COMPANY SITE NUMBER: 815361 A SITE ADDRESS: BLACK CAT ROAD KESWICK, VA 22947 OWNERS NAME: VIRGINIA OIL COMPANY INC, '1100 HARRIS STREET CHARLOTTESVILLE VA, 26903 .-FOWER CENTROID LATITUDE: N 37'59'45,79" LONGITUDE: W GROUND ELEVATION: 431,2± Z71VIR-141116',�- CORRZ�201? 0 t1Z-RZ A NO AzWf?E55 Z15)Z-0 78'20'20,70" NOTES: LATITUDE AND SHOWN HEREON ARE BASED ON NA083 AND 'ELEVATIONS INAVID 1988. A BOUNDARY SURVEY WAS NOT PERFORMED FOR THE PREPARATION OF THIS PLAT, PROPERTY LINES AS SHOWN WERE COMPILED FROM TAX MAPS, DEEDS & PLATS OF RECORD. HAI -DER SURVEYS, PC, MAKES NO WARRANTY EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE BOUNDARIES AS SHOWN ON THIS MAP, 3 SiTF INI-ORMATUN TAX PARCEL # 94-39 NEED REF.: D 13. 3195, PG. 402 ZONING: RURAL AREAS & COMMERCIAL OFFICE JURISDICTION: ALB[:-MARLE COUNTY DISTRICT: RIVANNA DISTRICT ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY MAPS, THE PROPOSED TELECOMMUNICATIONS SITE IS LOCATED IN ZONE "X", COMMUNITY PANEL NO, 511970 0211D, DATED 5-2-2008, NO WETLANDS AREAS HAVE INVESTIGATED BY THIS SURVEY CLIENT - CROWN CASTLE 3530 Toringdon Way Suite 300 Charlotte, INC 28277 TD,.: (980)-209-8247 CLIENT: BC Architects Engineers, PLC 5661 Columbia Pike) Suite 200 Falls Church, VA 22041-2868 A CONSULTANT: qft.6D A SURV E 10400 C.HEST.,UR ROAi) "A\ CI-IESTER,, VA. 23831 L' PI-101VE: 804-748-8707 �s % DRAWN BYE RLL APPROVED BYt RLL ,g Cti NO D(VT DES(-'RIPTION BY fly 1 -2017 ADD LEGA LS JRLL x4 L ,SN t 7 -6 --20171 RELLIC, ACCCSS LL 2 '58 71 Z/ 88,5� Oj z4 14, 175' BUN: / 2 A -65/ 1j, 830406 6-5159. 0 0-410 -97' SITE NAME: SEAL: 11C71d,-1- 5'elrV6Y-5; /C be.75 1-6,celvecl o' -n/ rovlowed the //M& Resor( '01-epared 6)/ A10,"101 -?C11 flt16- 117,5VrO17CO Co,77,09/7y 0`0500" F,-brOCr)l /, 2011, 6'01n1271?1-n&r7t 1/0.' SITE ADDRESS, BLACK CAT ROAD KESWICK, VA 22947 CRC -5.9393 -[ LTH 45 00' 60 06' /V 94 V5 58 55 70' G 12 175 00' 195.29' 5 26 59 :f4 Z- 175 03' C/i J5 00, 34 53' 5 3315' C14 15-000, .-36..91 ' 55,F 76 2212 Z- j6'0,6' C15 40. 00' 36,91' 5 -1-3'°;$ , 1 78'20'20,70" NOTES: LATITUDE AND SHOWN HEREON ARE BASED ON NA083 AND 'ELEVATIONS INAVID 1988. A BOUNDARY SURVEY WAS NOT PERFORMED FOR THE PREPARATION OF THIS PLAT, PROPERTY LINES AS SHOWN WERE COMPILED FROM TAX MAPS, DEEDS & PLATS OF RECORD. HAI -DER SURVEYS, PC, MAKES NO WARRANTY EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE BOUNDARIES AS SHOWN ON THIS MAP, 3 SiTF INI-ORMATUN TAX PARCEL # 94-39 NEED REF.: D 13. 3195, PG. 402 ZONING: RURAL AREAS & COMMERCIAL OFFICE JURISDICTION: ALB[:-MARLE COUNTY DISTRICT: RIVANNA DISTRICT ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY MAPS, THE PROPOSED TELECOMMUNICATIONS SITE IS LOCATED IN ZONE "X", COMMUNITY PANEL NO, 511970 0211D, DATED 5-2-2008, NO WETLANDS AREAS HAVE INVESTIGATED BY THIS SURVEY CLIENT - CROWN CASTLE 3530 Toringdon Way Suite 300 Charlotte, INC 28277 TD,.: (980)-209-8247 CLIENT: BC Architects Engineers, PLC 5661 Columbia Pike) Suite 200 Falls Church, VA 22041-2868 A CONSULTANT: qft.6D A SURV E 10400 C.HEST.,UR ROAi) "A\ CI-IESTER,, VA. 23831 L' PI-101VE: 804-748-8707 �s % DRAWN BYE RLL APPROVED BYt RLL ,g Cti NO D(VT DES(-'RIPTION BY fly 1 -2017 ADD LEGA LS JRLL x4 L ,SN t 7 -6 --20171 RELLIC, ACCCSS LL 2 '58 71 Z/ 88,5� Oj z4 14, 175' BUN: / 2 A -65/ 1j, 830406 6-5159. 0 0-410 -97' SITE NAME: SEAL: 11C71d,-1- 5'elrV6Y-5; /C be.75 1-6,celvecl o' -n/ rovlowed the //M& Resor( '01-epared 6)/ A10,"101 -?C11 flt16- 117,5VrO17CO Co,77,09/7y 0`0500" F,-brOCr)l /, 2011, 6'01n1271?1-n&r7t 1/0.' SITE ADDRESS, BLACK CAT ROAD KESWICK, VA 22947 CRC -5.9393 -[ LTH 6//70`,// Or RONALD L. U%NG Uc. No. 003004 dated' lVovmbel- 1.967 rec-ord&d lanucry 1,9 1966, la 'gook 439 -4'4 sli,"111 14GL76 5� in 41254Mgr16 CCIU17fy V1rg11710 (U17,9b10 10 d6161-177117& IOCVtlbl? dae /,? Of ir710rMO�IlW ii7 M74 d,-Od, 12C6YC-Ve,- during2 ul- Of 17 5 Se-Irvey �h& C' /177416 wo�,- /20 sarfioce evIda-ice of 1124 10' Vl?qlrl1a & 7- 6'1t&gr(7pll COM,06Wv Z--0.569M6-1f tIlae would 1arpocf //70 I &usv Arca or 20' Access 12 A)1V ana all mo/fors ollsclos&d c?/j /--Ilo' vf' khlllavn S. dated r�/o -r 1g,761 Obok 4,69Page J41 1n 1116ewal-A- C691VI7 4XI (/1/0 0056177417is 0/- r6S&I-11Cc71012,F are IMIICOi&O' Or -17OW17 0/7 D A TE: 1--30--2017 a h?ls O/C/�.) SCALE: 1"=100'(11"X17" PLOT) SCALE: 1"=50' (24"X36" PLOT) 0 25 50 100 SHEET TITLE: SURVEY PLAN' SHEET NUMBER: SP -1 EXISTING 'FENCE x-'vlv___=x PROPOSED 70'X70' FENCED COMPOUND PROPOSED 149' MONOPOLE - PROPOSED 100'X100' LEASE AREA TAX PARCEL #94-41A TREE JOHNSON, KAREN S. TRUSTEE D.B. 4677, PC, 210 ZONING: RURAL AREAS ENTRANCE CORRIDOR OVERLAY 4460 RICHMOND RD. TREE #2 EXISTING TREE LIME SCALE IN FEET 0 50 100 200 300 ISTING WELL TREE #1 EXISTING PROPERTY LINE INTERSTATE 64 VARIABLE WIDTH R/W RAMP "A" _ x x-x� x ___x EXISTING ZONING ILI NE TAX PARCEL #94-40 JOLINSON, KAREN S. TRUSTEE D.B. 4-677, PG. 210 ZONING: RURAL AREAS ENTRANCE CORRIDOR OVERLAY NO ADDRESS LISTED r � r r • r • , TAX PARCEL #94--38 VIRGINIA OIL COMPANY INCORPORATED D.B. 3195, PC. 402 ZONING: RURAL AREAS & COMMERCIAL OFFICE F INITC)ANIPF n\/FDI AV EXISTING CEMETARY 816361 - TREE BASE ELEVATIONS AND HEIGHTS TREE SPECIES CROWN HEIGHT (FEET) BASE ELEV (FEET AMSL) CROWN ELEV (FEET) DIAMETER (INCHES) NOTES 1 HICKORY 80' 502.0 1582.0 120 V) 2 OAK 73' 502.0 1575.0 36 EXISTING EDGE OF ASPHALT EXISTING ASPHAI T ENTRANCE EXISTING 15" RCP SCALE: 1 "=100' (11 "X17") 1"=50' (22 -h CASTLEN 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 41c5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 _.. ,'. _... TEU (703) 671-6000 a r c h i t e c i s FAX: (703) 671-6300 e n g i n e e r s 8��TH pF r CHRISTOPHER D 9 MORIN 0, No. 032984 s Sj'ONAL E.rr DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMIPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE SITE PLAN -PROPOSED SHEET NUMBER A-0 mcn cn cn ca c� ¢ V) V) cn V) cf) z z z z z rlK rr � re V) z z z z z z¢ Z z o z 0 z 0 z 0 z 0 cn 0 N N N N N C� r ¢ Z Q Z Q Z ¢ Z Q Z ON V) w w 0- w 0- n w m w w z Z c w �f Q 1- .— LCA O Ui N LQU-)o O o N-) O d- N — IO N 0 � N 0 W Q� 0¢ Z m U m w o DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMIPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE SITE PLAN -PROPOSED SHEET NUMBER A-0 PROPOSED 100'X00' I e -a e+e- A M" A 0 10 20 40 60 N I 0 COMPOUND PLANT - PROPOSED PROPOSED 149' MONOPOLE W/ 2' LIGHTNING ROD PROPOSED KOHLER GENERATOR ON PROPOSED CONCRETE PAD PROPOSED AT&T 25'X12' CONCRETE EQUIPMENT PAD PROPOSED T -MOBILE 18'X9' CONCRETE EQUIPMENT PAD PROPOSED 12' WIDE ACCESS GATE PROPOSED TURNAROUND NOTE: EQUIPMENT AND TOWER WILL BE PAINTED SHERMIIN WILLIAMS-JAVA BROWN TRUE NORTH SCALE: 1 "=20' (11 "X17") 1"=10' (24"X36") �CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL: (703) 671-6000 a r c h i t e C i s FAX: (703) 671-6300 e n g i n e e r s TH pF r. ci CHRISTOPHER D 9 MORIN No. 032984 NZONAL 'I DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17.47 I CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE COMPOUND PLAN -PROPOSED SHEET NUMBER rm m Ln v7 cn ID CD N Cn (n (n (n CD CD CD CD CD Q Of Q If Q c Q (n Z CD(D z z C -D z CD z z Q z Z o z O z o z O® z o O N N N N N C..7 < Z Q Z Q Z Q Z Q Z ON W W W W W W Z s- e-- s- Z L L I Q r- .- U7 Lr) N Lf) O r') Ln d" N O U-) N O V— N C� r - W Ci O Z Q m G- o w 0 DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17.47 I CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE COMPOUND PLAN -PROPOSED SHEET NUMBER rm TOWER BASE: LATITUDE: N 37 59' 45.79" LONGITUDE: W 078' 20' 20.70" (PER NORTH AMERICAN DATUM OF 1983) ELEVATION: 431.2'± AMSL (PER NORTH AMERICAN VERTICAL DATUM OF 1988) N 1 a 145' AGL LAS 0 131' AGL 10' AGL 0 99' AGL NTENNAS ® 90' AGL SCALE IN FEET 0 10 20 40 60 SCALE: 1"=20' (11"X17") PROPOSED TOWER ELEVATION V=10' (21X17") CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 r' 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 _._ TEL (703) 671-6000 a r c h i t e c i s FAX: (703) 671-6300 e n g i n e e r s THOF� CHRISTOPHER D.70' MORIN Q No. 032984 s..) 1A L DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE PROPOSED TOWER. ELEVATION SHEET NUMBER A-2 m cn cn cn CD C, Q Cn cn cn V) cn CD t7 CD CD C7 Q Q Q Q Q cl� � cr- of cn D C -D Z C' CD C.7 CD CD � Z 0 0 0 0 0 O IV IV IV IV IV C.D I— C) >- Q Z >- Q Z > Lr Q Z 0:� Q Z > - Qf Q Z Z Z C) U)ly- w W 0— W CL W 0— W m W m Z La_ Z O u) W Q 0 �n 0 to CV L0 0 CD "0CV I n o d- CD to C,*, CD r- r - CV o Lu L.L Z o DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE PROPOSED TOWER. ELEVATION SHEET NUMBER A-2 0 f9 n N I O ROPOSED 2' UGHTNING ROD 816361 -TREE BASE ELEVATIONS AND HEIGHTS TOP OF POLE CROWN HEIGHT BASE ELEV CROWN ELEV DIAMETER NOTES ELEV. 581.2'f AMSL TREE SPECIES (FEET) (FEET AMSI) (FEET) (INCHES) J / rLE \✓r--� J ' ROPOSED WOOD FENCE ' EXISTING GROUND ELEV. 43 f AMSL \#1 -502.0' AMSL 1.2 \12 -502.0' AMSL SCALE IN FEET 0 15 30 60 90 TREE HEIGHT DIAGRAM SCALE: 1"=30'(11"X17") 1"=15' (24"X36") CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL: (703) 671-6000 a r c h i t e c t S FAX: (703) 671-6300 e n g i n e e r s rr CHRISTOPHER D.�.'7 - A' to 2 w MORIN �o No. 032984 SIDNAL m cn cn cn c� ca ¢ CD CD ca c� ca Z Z Z Z Z 4 Q Q Q Q Z z z z z z z z z z zQCD of of of af cr- cn of of of of bf f Z o 0 0 0 0 0 N N N N N o W W W W W W Z Z W — 0111 pr) N N N � Q LO t.f') Lf) O O O 0 0 — W O m � 1 HICKORY 80' 502.0 582.0 20 2 OAK 73' 502.0 575.0 36 CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL: (703) 671-6000 a r c h i t e c t S FAX: (703) 671-6300 e n g i n e e r s rr CHRISTOPHER D.�.'7 - A' to 2 w MORIN �o No. 032984 SIDNAL m cn cn cn c� ca ¢ CD CD ca c� ca Z Z Z Z Z 4 Q Q Q Q Z z z z z z z z z z zQCD of of of af cr- cn of of of of bf f Z o 0 0 0 0 0 N N N N N o W W W W W W Z Z W — 0111 pr) N N N � Q LO t.f') Lf) O O O 0 0 — W O m DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE TREE HEIGHT DIAGRAM SHEET NUMBER � Z W O DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE TREE HEIGHT DIAGRAM SHEET NUMBER CONCRETE USE AMERISTAR T -HINGE APPROVED EQUAL (TYP.) 'ek-Am in-rm^Al V., V rnvm unvumv LLuAnum WOOD FENCE GATE DETAIL 44' WOOD POST (TYP.) USE 6'x6* 0 FENCE CORNERS & GATE POSTS - CONCRETE FOUNDATION -r A -r lv%o%IL# I V.1 I ,111 .1 W%01- %0 FENCE CORNERS & GATE POSTS WOOD FENCE DETAIL SCALE: N.T.S. SCALE 2 N.T.S. 1� CROWN ,J „r CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 4 C 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL: (703) 671-6000 a r c h i t e c t s FAX- (703) 671-6300 e n g i n e e r �''TH OF ci CHRISTOPHER D.�' MORIN I No. 032984 *0& 1 -7 -7 01, - I '4y NZIOZJ411L 'OCJ� DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 I I CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER I 830406 SITE ADDRESS I BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE FENCE DETAILS FSHEET NUMBER A-4 m V) V) V) (D CD V) (n V) V) cn CD CD (D co CD cz) m m CD (D 0 C) C:) (D (D 0 0 N r'4 r -.i r-.4 r'j :z 2- Z CD CL ca- m m m Lz I\ r- r- r- r- V)I z 0 LL] < Ln I u) CN 1 U-) CD I '.D Ile) 1 U-) CD I N 1 CD I LL i CN 1 CD I r— CN 1 CD m LLJ CD DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 I I CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER I 830406 SITE ADDRESS I BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE FENCE DETAILS FSHEET NUMBER A-4 a LEGEND X CHAIN LINK FENCE '►�' C ---------------------------- LEASE AREA OHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER ------------- UNDERGROUND UTILITY LINES LOD LIMITS OF DISTURBANCE SF SF SF SILT FENCE ---� DRAINAGE DITCH E&S NOTES: 1. EROSION & SEDIMENT CONTROL SHALL COMPLY W/ ALBEMARLE COUNTY REQUIREMENTS 2. REFER TO VIRGINIA EROSION & SEDIMENT CONTROL MANUAL (3RD ED) FOR STRUCTURAL AND VEGETATIVE PRACTICES REQUIREMENTS. 3. NO PROPOSED SOIL STOCKPILE AREAS. 4. TOTAL LIMITS OF DISTURBANCE = ±28,401 SF (0.652 AC) 5. PROPOSED GRAVEL ROAD SHALL RECEIVE 12' WIDE X 6" SURFACE COURSE (VDOT #21A AGGREGATE) QUANTITIES VDOT STD. 21A STONE 319 CY SILT FENCE 976 LF SECURITY FENCE 280 LF SEDIMENT BARRIER SILT FENCE AND SUPER SILT ACREAGES: DEVELOPMENT PARCEL (TAX PARCEL NO. 94-39) = 12.61 AC EXISTING IMPERVIOUS = 0.063 AC = 0.49% PROPOSED IMPERVIOUS = 0.358 AC = 2.83% TOTAL IMPERVIOUS = 0.421 AC = 3.32% LIMITS OF DISTURBANCE: PROPOSED COMPOUND, ACCESS ROAD & RESULTING GRADING = ±28,401 SF (0.652 AC) E&S-2 -1 3: 6. CONTRACTOR SHALL LAY FILTER CLOTH AND 25% GRADE � HIGHER STONE OVER AREA DISTURBED EACH DAY. cn CS CS CRITICAL SLOPE ( ) CONTRACTOR SHALL ALSO SEED AND MULCH � STRIPPED & SPREAD TOPSOIL PRIOR TO LEAVING EACH EVENING. Q0 �I EXISTING FENCE TREE #1 7, NO CRITICAL SLOPE WILL BE DISTURBED. INTERSTATE 64 VARIABLE WIDTH R/W RAMP "A" I ! PROPOSED I \ \ \ \ �� o !TURNAROUND 1 ;� , ; 1 \ \\ \\ \ 71 \ STRUCTURAL -�- PRACTICES sF DISTURBED AREA MULCHING cn STABILIZATION VA E&SC HANDBOOK STD & SPEC 3.35 c SEDIMENT BARRIER SILT FENCE AND SUPER SILT FENCE DISTURBIED AREA ssF VA E&SC HANDBOOK STD & SPEC 3.05 VA E&SC HANDBOOK STD & SPEC 3.31 CONSTRUCTION TEMPORARY STONE CONSTRUCTION ENTRANCE cE ENTRANCE VA E&SC HANDBOOK STD & SPEC 3.02 u CD CULVERT OUTLET PROTECTION op OUTLET PROTECTION VA E&SC HANDBOOK STD & SPEC 3.18 cip CULVERT INLET CULVERT INLET PROTECTION PROTECTION VA E&SC HANDBOOK STD & SPEC 3.08 S ROCK CHECK ROCK CHECK DAM DAM VA E&SC HANDBOOK STD & SPEC 3.20 VEGETATIVE PRACTICES Mu ry I l \ I I I 1 \4F, \ \\ 1\ \ \ 4 X 2 o \ \ \\ \ \� � � � • \ \ \ 1 DIVERSION DITCH 1 \\ \\ \\ \ \\ \ \ \ \ \ � � � \ � ` � , , \ � _ � _ o \ \ \ \ \ \ NEAR \ \ \ \ \ \ �� TAX PARCEL #94-38 .E \ \ \ \ COMPOUND \\ \ \ \ \\ \ \\ \ \ \ e �53� _ VIRGINIA OIL COMPANY INCORPORATED �= \ \ \ \ \ \ \ \ \ ��\ �S D.B. 3195, PC. 402 \ \ \ \ \ \ \STA�8+ 0 \ \ \ \ \ \ \ \ \ \ \ _ - - ZONING: RURAL AREAS & COMMERCIAL OFFICE top, �, \ \ \ \ \ \ o \\ \\ \\ \ \\ \��5�, 7 - - ENTRANCE CORRIDOR OVERLAY - - 460 , _ \ C�l +f-, A \ \ + 1 \ +� SQ, NO ADDRESS LISTED _ 459 \ E&S-3 o 8_ � ELEV.431.00' FG ELEV.431.49' FG - I I 1 I 1 \ \ Ln _ _ - - _ _ - _ - - - _ _ ' 45� \ -6 \ cp PROPOSED 455- 3 5 - \ \ \ n o / �2�. • / I PROPOSED 149 \ \ �Q 454 \ \ \ \ `L'i ' , ' / I i I MONOPOLE \ \ \ 6 \ -� - _ _ -PROPOSED UNE ` _ _ _ , - , - 45 ' \ \ \ \ \ G v / �2`� / I / / / \ \ \ QQs\ �� , X00 _ _ z ` - - 3 \ \ / / \\ s�Q P5 �_ 452 \ �� \ �L \\ \L PROPOSED 100 X100 \ \ ` �. �,�- - _ _ , , _ 20 ACCESS - -451-- PROPOSED LEASE AREA 443 _ _ _ _ v� - , , AND UTILITY EASEMENT - , 0 e t \ / ' / \ \ \ ` a ELEV.4I- 1' 5FG ELEV.432.00 FFG 9- \ \ \ X42 ` ' `� - - - - - - ' 448, C) 44 441 or / /� ,/ ,4�A PROPOSED 70X70 � \�� A0 - - _444-- -TAX 445� PARCEL 94-41 A �' FENCED COMPOUND ��3 ` ` _ -\ - - - _ ` 444 TAX # _ , - _ � ,. \ \ I j / JOHNSON, KAREN S. TRUSTEE ' 443.., / MULCHING, TEMPORARY & 42, o D.B. 4677, PG. 210 � .� ._.. _ -- - _ -- _._....� .� , _ ,.- - - - -, , � ' 4 4 PERMANENT SEEDING WITHIN Q _ _ - - _ _,, _ _ _ _�, �� _ _ _ 41 EXISTING SIOIL AND GRAVEL I I ZONING: RURAL AREAS / N��O LO.D. 3,\�� _ -----_�c' �`�__4 440 , `` DRIVE \ \ 00 1 ( ENTRANCE CORRIDOR OVERLAY ��' _ _ _ - - - - - _438--_ 4 39 \ I 1 / 4460 RICHMOND RD.�^7h X35, 38 ` ` ,� ,\ `\ � \ o f— ' �---- - 435 �� /SII 1�!C 1 \ \ TREE #2 , /'�� / ��------------------------------- 434, _'�� . �� I I ;' `\\ 1 \ U I / / / / ------------ ---- ----- �� \1 111 \ I-'" --- -._ -- � _ 11 \\L \ ------------- o Izl 1 1 1 / / I / i \ _ __-_----- -- � �� 0 ��,� �7 \ (! �� ` = I 1 d f OP ` 1\ it 36.00 of 18 CMP Q 2.01 %a\ c------ I INLET INV. ELEV:431.989 e. I I 1 \ \\ TAX PARCEL #94-39 \ _ /OUTLET INV. ELEV:431.266 \ 1 I 1 \ VIRGINIA OIL COMPANY INCORPORATED o` ! D.B. 3195, PG. 402 / I I �l ZONING: RURAL AREAS & COMMERCIAL OFFICE EXISTING TREE ENTRANCE CORRIDOR OVERLAY \ START OF PROPOSED CROWN LINE NO ADDRESS LISTED , \ 12 WIDE GRAVEL ROAD I / / , I < Ln V) w Q SCALE IN FEET 0 40 80 N 0 TAX PARCEL #94-40 JOHNSON, KAREN S. TRUSTEE D.B. 4677, PG. 210 ZONING: RURAL AREAS ENTRANCE CORRIDOR OVERLAY NO ADDRESS LISTED 160 240 TRUE NORTH EXISTING ZONING LINE SITE EROSION & SEDIMENT CONTROL PLAN r� EXISTING CRITICAL SLOPES (TYP.) EXISTING EDGE OF ASPHALT \ EXISTING ASPHALT ENTRANCE 1 V EXISTING 15" RCP -FUTURE / PARKING I LOT- I I CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL• (703) 671-6000 a r c h i t e c i s FAX: (703) 671-6300 e n g i n e e r s PATH OF �r r CHRISTOPHER D.!;" MORIN o No. 032984 1..1 DISTURBED AREA MULCHING cn STABILIZATION VA E&SC HANDBOOK STD & SPEC 3.35 c SEEDING FOR TEMPORARY VEGETATIVE COVER WITH FAST T5 DISTURBIED AREA GROWING SEEDINGS ON DISTURBED AREAS THAT WILL NOT STABILIZATION BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS V) V) VA E&SC HANDBOOK STD & SPEC 3.31 ps DISTURBED AREA PERMANENT VEGETATIVE COVER AFTER FINE GRADING STABILIZATION VA E&SC HANDBOOK STD & SPEC 3.32 ry I l \ I I I 1 \4F, \ \\ 1\ \ \ 4 X 2 o \ \ \\ \ \� � � � • \ \ \ 1 DIVERSION DITCH 1 \\ \\ \\ \ \\ \ \ \ \ \ � � � \ � ` � , , \ � _ � _ o \ \ \ \ \ \ NEAR \ \ \ \ \ \ �� TAX PARCEL #94-38 .E \ \ \ \ COMPOUND \\ \ \ \ \\ \ \\ \ \ \ e �53� _ VIRGINIA OIL COMPANY INCORPORATED �= \ \ \ \ \ \ \ \ \ ��\ �S D.B. 3195, PC. 402 \ \ \ \ \ \ \STA�8+ 0 \ \ \ \ \ \ \ \ \ \ \ _ - - ZONING: RURAL AREAS & COMMERCIAL OFFICE top, �, \ \ \ \ \ \ o \\ \\ \\ \ \\ \��5�, 7 - - ENTRANCE CORRIDOR OVERLAY - - 460 , _ \ C�l +f-, A \ \ + 1 \ +� SQ, NO ADDRESS LISTED _ 459 \ E&S-3 o 8_ � ELEV.431.00' FG ELEV.431.49' FG - I I 1 I 1 \ \ Ln _ _ - - _ _ - _ - - - _ _ ' 45� \ -6 \ cp PROPOSED 455- 3 5 - \ \ \ n o / �2�. • / I PROPOSED 149 \ \ �Q 454 \ \ \ \ `L'i ' , ' / I i I MONOPOLE \ \ \ 6 \ -� - _ _ -PROPOSED UNE ` _ _ _ , - , - 45 ' \ \ \ \ \ G v / �2`� / I / / / \ \ \ QQs\ �� , X00 _ _ z ` - - 3 \ \ / / \\ s�Q P5 �_ 452 \ �� \ �L \\ \L PROPOSED 100 X100 \ \ ` �. �,�- - _ _ , , _ 20 ACCESS - -451-- PROPOSED LEASE AREA 443 _ _ _ _ v� - , , AND UTILITY EASEMENT - , 0 e t \ / ' / \ \ \ ` a ELEV.4I- 1' 5FG ELEV.432.00 FFG 9- \ \ \ X42 ` ' `� - - - - - - ' 448, C) 44 441 or / /� ,/ ,4�A PROPOSED 70X70 � \�� A0 - - _444-- -TAX 445� PARCEL 94-41 A �' FENCED COMPOUND ��3 ` ` _ -\ - - - _ ` 444 TAX # _ , - _ � ,. \ \ I j / JOHNSON, KAREN S. TRUSTEE ' 443.., / MULCHING, TEMPORARY & 42, o D.B. 4677, PG. 210 � .� ._.. _ -- - _ -- _._....� .� , _ ,.- - - - -, , � ' 4 4 PERMANENT SEEDING WITHIN Q _ _ - - _ _,, _ _ _ _�, �� _ _ _ 41 EXISTING SIOIL AND GRAVEL I I ZONING: RURAL AREAS / N��O LO.D. 3,\�� _ -----_�c' �`�__4 440 , `` DRIVE \ \ 00 1 ( ENTRANCE CORRIDOR OVERLAY ��' _ _ _ - - - - - _438--_ 4 39 \ I 1 / 4460 RICHMOND RD.�^7h X35, 38 ` ` ,� ,\ `\ � \ o f— ' �---- - 435 �� /SII 1�!C 1 \ \ TREE #2 , /'�� / ��------------------------------- 434, _'�� . �� I I ;' `\\ 1 \ U I / / / / ------------ ---- ----- �� \1 111 \ I-'" --- -._ -- � _ 11 \\L \ ------------- o Izl 1 1 1 / / I / i \ _ __-_----- -- � �� 0 ��,� �7 \ (! �� ` = I 1 d f OP ` 1\ it 36.00 of 18 CMP Q 2.01 %a\ c------ I INLET INV. ELEV:431.989 e. I I 1 \ \\ TAX PARCEL #94-39 \ _ /OUTLET INV. ELEV:431.266 \ 1 I 1 \ VIRGINIA OIL COMPANY INCORPORATED o` ! D.B. 3195, PG. 402 / I I �l ZONING: RURAL AREAS & COMMERCIAL OFFICE EXISTING TREE ENTRANCE CORRIDOR OVERLAY \ START OF PROPOSED CROWN LINE NO ADDRESS LISTED , \ 12 WIDE GRAVEL ROAD I / / , I < Ln V) w Q SCALE IN FEET 0 40 80 N 0 TAX PARCEL #94-40 JOHNSON, KAREN S. TRUSTEE D.B. 4677, PG. 210 ZONING: RURAL AREAS ENTRANCE CORRIDOR OVERLAY NO ADDRESS LISTED 160 240 TRUE NORTH EXISTING ZONING LINE SITE EROSION & SEDIMENT CONTROL PLAN r� EXISTING CRITICAL SLOPES (TYP.) EXISTING EDGE OF ASPHALT \ EXISTING ASPHALT ENTRANCE 1 V EXISTING 15" RCP -FUTURE / PARKING I LOT- I I CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL• (703) 671-6000 a r c h i t e c i s FAX: (703) 671-6300 e n g i n e e r s PATH OF �r r CHRISTOPHER D.!;" MORIN o No. 032984 1..1 DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMIPANY) 1 BUSINESS UNIT NUMBER 1 1 1 830406 SITE ADDRESS BLACK CAT ROAD j KESWICK, VA 22947 SCALE: 1"=80' (11"X17") 1 "=40' (24 SHEET TITLE SITE E & S CONTROL PLAN SHEET NUMBER E&S-1 m cn cn cn c� c V) U) V) V) u CD u u CD Z Z Z z Z Q 4 0 0 0 Qf Qf Cil- Elf V) m m m C� z cD z z z z z z z o z 0 z 0 z 0 z 0 of 0 O N N N N N I U ofib:� Q z Q z � Q z c < z Q z Z o (n JJ w a L d a- J Li.J 0- J ED n J L �J n ___jW z m Z cno QLr) N LO 0 r7 LO 0 N o .- N 0 •- N 0 — L>LI ry O¢ z m c-) o w o DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMIPANY) 1 BUSINESS UNIT NUMBER 1 1 1 830406 SITE ADDRESS BLACK CAT ROAD j KESWICK, VA 22947 SCALE: 1"=80' (11"X17") 1 "=40' (24 SHEET TITLE SITE E & S CONTROL PLAN SHEET NUMBER E&S-1 X LEGEND X CHAIN LINK FENCE PROPERTY LINE ------------------------ ---- LEASE AREA OHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER - — — — — — — — — — — — - UNDERGROUND UTILITY LINES LOD LIMITS OF DISTURBANCE SF SF SF SILT FENCE ap,—� --� DRAINAGE DITCH EXISTING FENC PROPOSED I aananccn 7n'nn' FENCED COMPOUND ° \ \ \ \ \ \ \ PROPOSED 149' D, MONOPOLE \ \ \ NO PROPOSED 100'X 100' s LEASE AREA ENCS NOTES: 1. EROSION & SEDIMENT CONTROL SHALL COMPLY W/ ALBEMARLE COUNTY REQUIREMENTS 2. REFER TO VIRGINIA EROSION & SEDIMENT CONTROL MANUAL (3RD ED) FOR STRUCTURAL AND VEGETATIVE PRACTICES REQUIREMENTS. 3. NO PROPOSED SOIL STOCKPILE AREAS. 4. TOTAL LIMITS OF DISTURBANCE = ±28,401 SF (0.652 AC) 5. PROPOSED GRAVEL ROAD SHALL RECEIVE 12' WIDE X 6" SURFACE COURSE (VDOT #21A AGGREGATE) 6. CONTRACTOR SHALL LAY FILTER CLOTH AND STONE OVER AREA DISTURBED EACH DAY. CONTRACTOR SHALL ALSO SEED AND MULCH STRIPPED & SPREAD TOPSOIL PRIOR TO LEAVING EACH EVENING. 7. NO CRITICAL SLOPE WILL BE DISTURBED. QUANTITIES VDOT STD. 21A STONE 319 CY SILT FENCE 976 LF SECURITY FENCE 280 LF SEDIMENT BARRIER SILT FENCE AND SUPER SILT ACREAGES: DEVELOPMENT PARCEL (TAX PARCEL NO. 94-39) = 12.61 AC EXISTING IMPERVIOUS = 0.063 AC = 0.49% PROPOSED IMPERVIOUS = 0.358 AC = 2.83% TOTAL IMPERVIOUS = 0.421 AC = 3.32% LIMITS OF DISTURBANCE: PROPOSED COMPOUND, ACCESS ROAD & RESULTING GRADING = ±28,401 SF (0.652 AC) INTERSTATE 64 VARIABLE WIDTH R/W RAMP "A" \ \ PROVIDE MIRAFl 50OX 1 \ Nib e I \ % GEOTEXTILE FABRIC AND #57 \ i - I STONE WITHIN FENCED AREA \ o C' o PROVIDE 3 WIDE LEVEL o i \ / / GRUB AND REMOVE AM TREES AND \ , �2 / / � GROUND BETWEENi -- VEGETATION WITHIN FENCED AREA \ CE & DITCH / / \ � FEN / i / / \ ELEV.431.51 FG ELEV.432.00 FG 441 MULCHING, TEMPORARY & PERMANENT \ / / SEEDING WITHIN L.O.D. (TYP.) \ / PROPOSED RIPRAP APRON / w Q r\ I O N O I Iz' 1-Z Ob ____ z / --, \ \ \ ____ — — —7 SCALE IN FEET20 40 80 120 TRUE NORTH EROSION & SEDIMENT CONTROL PLAN STRUCTURAL PRACTICES UNITS OF DISTURBANCE (TOTAL AREA=28,401 SF/0.652 AC) PROPOSED 4' X 2' ROADSIDE DITCH CONTOUR (TYP.) EXISTING CONTOUR (TYP.) N sF DISTURBED AREA MULCHING Q cn STABILIZATION VA E&SC HANDBOOK STD & SPEC 3.35 c.D SEDIMENT BARRIER SILT FENCE AND SUPER SILT FENCE DISTURBED AREA ssF VA E&SC HANDBOOK STD & SPEC 3.05 VA E&SC HAMDBOOK STD & SPEC 3.31 CONSTRUCTION TEMPORARY STONE CONSTRUCTION ENTRANCE cE ENTRANCE VA E&SC HANDBOOK STD & SPEC 3.02 C-DcD CULVERT OUTLET PROTECTION oP OUTLET PROTECTION VA E&SC HANDBOOK STD & SPEC 3.18 cIP CULVERT INLET CULVERT INLET PROTECTION PROTECTION VA E&SC HANDBOOK STD & SPEC 3.08 SROCK CHECK ROCK CHECK DAM DAM VA E&SC HANDBOOK STD & SPEC 3.20 \/F0r_TATI\/F- nnA/-NTinr-(- Mu DISTURBED AREA MULCHING Q cn STABILIZATION VA E&SC HANDBOOK STD & SPEC 3.35 c.D SEEDING FOR TEMPORARY VEGETATIVE COVER WITH FAST rs DISTURBED AREA GROWING SEEIDINGS ON DISTURBED AREAS THAT WILL NOT STABILIZATION BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS U) V) VA E&SC HAMDBOOK STD & SPEC 3.31 Ps DISTURBED AREA PERMANENT VI`EGETATIVE COVER AFTER FINE GRADING STABILIZATION VA E&SC HANDBOOK STD & SPEC 3.32 SCALE: 1"=80'(11"X17") 1 1"=40' (24"X36") CROWN o"I CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 .._. TEL: (703) 671-6000 a r c h i t e c i s FAX: (703) 671-6300 e n g i n e e r s TH op jar CHRISTOPHER D.�w MORIN kNo.0984 32 joNAL DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE EROSION & SEDIMENT CONTROL PLAN SHEET NUMBER E&S-2 m Q cn Q cn cn m S c.D cn V) U) V) U) ��C-D C-DcD z z z z z aQQ O:f QQ 0:� 0:�� oao®oCD z CD�� z z O z z O z z O z z O z O z o O N N N N Iv or�Q z cifQ z cl�Q z Q z Q z o (n Liw o J c 0- J W J w _1 W � C J w n J Z z Z O V) Li l Q Lo O Lo NN"') L0 o— L7 N O N O N O Ld ry CU z ¢ m c, n w O DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE EROSION & SEDIMENT CONTROL PLAN SHEET NUMBER E&S-2 LEGEND X X CHAIN LINK FENCE E&S NOTES: 1. EROSION & SEDIMENT CONTROL SHALL COMPLY — PROPERTY LINE W/ ALBEMARLE COUNTY REQUIREMENTS ---------------------------- LEASE AREA 2. REFER TO VIRGINIA EROSION & SEDIMENT QUANTITIES VDOT STD. 21A STONE 319 CY SILT FENCE 976 LF SECURITY FENCE 280 LF SEDIMENT BARRIER SILT FENCE AND SUPER SILT CONTROL MANUAL (3RD ED) FOR STRUCTURAL OHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER AND VEGETATIVE PRACTICES REQUIREMENTS. \ — - UNDERGROUND UTILITY LINES 3. NO PROPOSED SOIL STOCKPILE AREAS. LOD LIMITS OF DISTURBANCE 4. TOTAL LIMITS OF DISTURBANCE = ±28,401 SF _ \ (0.652 AC) \ SF SF SF SILT FENCE 5 PROPOSED GRAVEL ROAD SHALL RECEIVE 12' `- STRUCTURAL PRACTICES CSFl DISTURBED AREA MULCHING ¢ (n STABILIZATION VA E&SC HANDBOOK STD & SPEC 3.35 / SEDIMENT BARRIER SILT FENCE AND SUPER SILT FENCE DISTURBED AREA ssF VA E&SC HANDBOOK STD & SPEC 3.05 VA E&SC HANDBOOK STD & SPEC 3.31 CONSTRUCTION TEMPORARY STONE CONSTRUCTION ENTRANCE cE ENTRANCE VA E&SC HANDBOOK STD & SPEC 3.02 C.7 C.D CULVERT OUTLET PROTECTION &OUTLET PROTECTION VA E&SC HANDBOOK STD & SPEC 3.18 ciP CULVERT INLET CULVERT INLET PROTECTION PROTECTION VA E&SC HANDBOOK STD & SPEC 3.08 cp ROCK CHECK ROCK CHECK DAM DAM VA E&SC HANDBOOK STD & SPEC 3.20 --�DRAINAGE DITCH WIDE X 6" SURFACE COURSE (VDOT #21A _ VEGETATIVE PRACTICES -� AGGREGATE) `'- -� \ ____ PROPOSED 4' X 2' 6. CONTRACTOR SHALL LAY FILTER CLOTH AND \ ROADSIDE DITCH _ STONE OVER AREA DISTURBED EACH DAY. CONTRACTOR SHALL ALSO SEED AND MULCH ___ STRIPPED & SPREAD TOPSOIL PRIOR TO LEAVING --_ . k�0 _ I 0 — E Q) ---' o - po — r i m � � PROPOSED SILT FENCE (' I� r-- > o v —EXISTING CRITICAL SLOPE Q 43 ¢ s� PROPOSED 20' ACCESS AND UTILITY EASEMENT N START OF PROPOSED CROWN I 0 12' WIDE GRAVEL ROAD In / r `n W SCALE IN FEET Q 0 20 40 0 N O -� EACH EVENING. 45Z ` PROPOSED TREE UNE -._._ 7. NO CRITICAL SLOPE WILL BE DISTURBED. 456 PROPOSED CROWN 12' WIDE — 455 GRAVEL ROAD '' 45 Mu DISTURBED AREA MULCHING ¢ (n STABILIZATION VA E&SC HANDBOOK STD & SPEC 3.35 CD C -D ¢ SEEDING FOR TEMPORARY VEGETATIVE COVER WITH FAST is DISTURBED AREA GROWING SEEDINGS ON DISTURBED AREAS THAT WILL NOT STABILIZATION BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS (n (n VA E&SC HANDBOOK STD & SPEC 3.31 Ps DISTURBED AREA PERMANENT VEGETATIVE COVER AFTER FINE GRADING STABILIZATION VA E&SC HANDBOOK STD & SPEC 3.32 NEW CONTOUR (TYP.) \ \ TAX PARCEL #94-38 —PROPOSED CHECK DAM. TYPVIRGINIA OIL COMPANY INCORPORATED DAM(TYP.) CD _ D.B. 3195, PG. 402 ` ZONING: RURAL AREAS & COMMERCIAL OFFICE ` p 45 ` ENTRANCE CORRIDOR OVERLAY ' NO ADDRESS LISTED -449--- ___448- 44;' 449 448- \ 446 443 '` \ \ \ ` \ \ 9� 442 Ek(ISTING SOIL AND GRAVEL DRIVE -440 439 --_438 _ 435 434 CIP TEMPORARY @E�� / CONSTRUCTION ENTRANCE t 2�' \ 36.00 of 18 CMP @ 2.01,E INLET INV. ELEV:431.9819 OUTLET INV. ELEV:431.266 I Evil 120 r TRUE NORTH O O 0 Q EROSION & SEDIMENT CONTROL PLAN ACREAGES: DEVELOPMENT PARCEL (TAX PARCEL NO. 94-39) = 12.61 AC EXISTING IMPERVIOUS = 0.063 AC = 0.49% PROPOSED IMPERVIOUS = 0.358 AC = 2.83% TOTAL IMPERVIOUS = 0.421 AC = 3.32% LIMITS OF DISTURBANCE: PROPOSED COMPOUND, ACCESS ROAD & RESULTING GRADING = ±28,401 SF (0.652 AC) EXISTING CONTOUR (TYP.) EXISTING CRITICAL SLOPE (TYP.) EXISTING EDGE OF ASPHALT EXISTING ASPHALT ENTRANCE EXISTING 15" RCP SCALE: 1 "=80' (11 "X17") 1 "=40' (24"X36") 1 CROWN qJ „CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 77 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 a r c h i t e c t s FAX: (703) 671-6300 e n g i n e e r s 'w,w TH ®F P GCHRISTOPHER D.9' MORIN �o No. 032984 tat ti� SjQNAL E;G DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME I SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMIPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE�71 EROSION & SEDIMENT CONTROL PLAN SHEET NUMBER E&S-3 m ¢ (n ¢ (n ¢ cn CD CD C -D ¢ (n (n (n (n N CD CD C.7 C.7 C.D Z_ ¢ _Z ¢ ¢ ¢ ¢ 0 0 0 0 0 z z z CD z CD z z z z o z 0 z 0 z 0 zck� 0 m O N N N N N >- of(k�of ¢ >- ¢ >->-- ¢ 0::� ¢ >- 0--Z ¢ Z (n W ww m m m m w m m w m m w¢ of m z LL - w Q r - LC) LO N LO o U-) � N CD Ln N OO r N - wO¢ Df z m v o w o DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME I SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMIPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE�71 EROSION & SEDIMENT CONTROL PLAN SHEET NUMBER E&S-3 Lw. CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 a r c h i t e c t s FAX: (703) 671-6300 e n g i n e e r s TH OF CHRISTOPHER D.V;P MORIN I No. 032984 01 VAL St DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: I SITE NAME I KESWICK (VIRGINIA OIL COMPANY) I BUSINESS UNIT NUMBER I 830406 I SITE ADDRESS I BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE ACCESS ROAD PROFILES I SHEET NUMBER E&S-4 mi�!e cc u") il� -< V) � zc C/) -:�: M ICD -:R:: M CD �-- cn cn V) V) V) CD CD CD CD CD Z: Z: Z: Z C) C) C) = 0 = C) c) 0 cr- < :z -< Z-- a-- -< n- -::c t;�; n- -::c C) cn uj 0- Lu 0- Gi CL Gi Il- uj CL -J < 2-7 I, 0 r- 1 U-) C14 1 rr) 1 CIA 1 LO C14 1 r - CIJ 1 Ln C::) U-) C> U-) C) C> CD CD w Of 0 I C) I LI -I I CD I DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: I SITE NAME I KESWICK (VIRGINIA OIL COMPANY) I BUSINESS UNIT NUMBER I 830406 I SITE ADDRESS I BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE ACCESS ROAD PROFILES I SHEET NUMBER E&S-4 Cb In CNI 1992 STD & SPEC 3.05 SILT FENCE 3.05 Definition A temporary sediment barrier consisting of a synthetic filter fabric stretched across and attached to supporting posts and entrenched. Purpose 1. To intercept and detain small amounts of sediment from disturbed areas during construction operations in order to prevent sediment from leaving the site. 2, To decrease the velocity of sheet flows and low -to -moderate level channel flows. Ill- 19 1992 3.05 2. The filter fabric shall be purchased in a continuous roll cut to the lengths of the barrier to avoid the use of joints. When joints are unavoidable, filter cloth shall be spliced together only at a support post, with a minimum 6 -inch overlap, and securely sealed, 3. A trench shall be excavated approximately 4 -inches wide and 4 -inches deep, on the upslope side of the proposed location of the measure. 4. When wire support is used standard -strength filter cloth may be used. Posts for this type of installation shall be placed a maximum of 10-fef.1--ap-a-rt (see Plate 3,05-1). The wire mesh fence must be fastened securely to the up-slope side of the posits using heavy duty wire staples at least one inch long, tie wires or hog rings. The wiire shall extend into the trench a minimum of two inches and shall not extend more Ithan 34 inches above the original ground surface. The standard -strength fabric shall be stapled or wired to the wire fence, and 8 inches of the fabric shall be extendfed into the trench. The fabric shall not be stapled to existing trees. 5. When wire support is not used, extra -strength filter cloth shall be used. Posts for this type of fabric shall be placed a maximum of 6 -feet apart (see Plate 3.05-2.). The - filter fabric shall be fastened securely to the upslope side of the posts using oine inch long (minimum) heavy-duty wire staples or tie wires and eight inches of th(e fabric shall be extended into the trench. The fabric shall not be stapled to existinlg trees. This method of installation has been found to be more commonplace than 44. 6. If a silt fence is to be constructed across a ditch line or swale, the measure rmust be of sufficient length to eliminate endflow, and the plan configuration shall resemble an arc or horseshoe with the ends oriented upslope (see Plate 3.05-2). Extra-sarength filter fabric shall be used for this application with a maximum 3 -foot spacing a All other installation requirements noted in #5 apply. 7. The 4 -inch by 4 -inch trench shall be backfilled and the soil compacted over t1he filter fabric. 8. Silt fences shall be removed when they have served their useful purpose, 1but not before the upslope area has been permanently stabilized. 111-23 NOTE: ALL DETAILS ARE REFERENCED FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992 1992 3.05 nditions Where Practice Armlies 1. Below disturbed areas where erosion would occur in the form of sheet and rill erosion. 2. Where the size of the drainage area is no more than one quarter acre per 100 feet of silt fence length; the maximum slope length behind the barrier is 100 feet; and the maximum gradient behind the barrier is 50 percent (2:1). 3. In minor swales or ditch lines where the maximum contributing drainage area is no greater than I acre and flow is no greater than 1 cfs. 4. Silt fence will not be used in areas where rock or some other hard surface prevents the full and uniform depth anchoring of the barrier. Planning, Considerations I-aboratory work at the Virginia Highway and Transportation Research Council (VHTRC) has shown that silt fences can trap a much higher percentage of suspended sediments than ,straw bales, though silt fence passes the sediment -laden water slower. Silt fences are preferable to straw barriers in many cases because of their durability and potential cost savings. While the failure rate of silt fences is lower than that of straw barriers, many instances have been observed where silt fences are improperly installed, inviting failure and sediment loss. The installation methods outlined here can improve performance and reduce failures. As noted, flow rate through silt fence is significantly lower than the flow rate for straw bate barriers. This creates more ponding and hence more time for sediment to -fall out. Table 3.05-A demonstrates these relationships. Both woven and non -woven synthetic fabrics are commercially available. The woven fabrics generally display higher strength than the non -woven fabrics and, in most cases, do not require any additional reinforcement. When tested under acid and alkaline water conditions, most of the woven fabrics increase in strength, while the reactions of non -woven fabrics to these conditions are variable. The same is true, of testing under extensive ultraviolet radiation. Permeability rates vary regardless of fabric type. While all of the fabrics demonstrate very high filtering efficiencies for sandy sediments, there is considerable variation among both woven and non -woven fabrics when filtering the finer silt and clay particles. Design Criteria 1. No formal design is required, As with straw bale barriers, an effort should be made to locate silt fence at least 5 feet to 7 feet beyond the base of disturbed slopes with grades greater than 7%. 111-20 1992 3.05 CONSTRUCTION OF A SIL T FE"NCE (WITH WIRE' SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE i TO THE POSTS - TRENCH UPSLOPE ALONG 1HE LINE Or POSTS. FL.piS1�41C SII/ 3, ATTACH THE FILTER FA9RIC 70 THE 'VIRE FENCE AND EXTEND IT INTO THE TRENCH, flow 4. PACKi AND COMPACT THE EXCAVATED WL, EXTENSION Of: FAEIPIC AND WRE INTO THE TRENCH, 1992 105 1992 3.05 TABLE 3.05-A TYPICAL FLOW RATES AND FILTERING EFFICIENCIES OF PERIMETER CONTROL Flow Rate Filter Material (gal./sq.ft./min Efficiengy(%) J Straw 5.6 67 Synthetic Fabric 0.3 97 Source. VHTRC 2. The use of silt fences, because they have such a low permeability, is limited to situations in which only sheet or overland flows are expected and where concentrated flows originate from drainage areas of I acre or less. 3. Field experience has demonstrated that, in many instances, silt fence is installed too - short (less than 16 inches above ground elevation). The short fence is subject to breaching during even small storm events and will require maintenance "clean outs" more often. Properly supported silt fence which stands 24 to 34 inches above the existing grade tends to promote more effective sediment control, Construction Specifications Material 1. Synthetic filter fabric shall be a pervious sheet of propylene, nylon, polyester or ethylene yarn and shall be certified by the manufacturer or supplier as conforming to the requirements noted in Table 3.05-B. 2, Synthetic filter fabric shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months of expected usable construction life at a temperature range of 0° F to 120° F, 3. If wooden stakes are utilized for silt fence construction, they must have a diameter of 2 inches when oak is used and 4 inches when pine is used, Wooden stakes must have a minimum length of 5 feet. 1992 111-21 3,05 CONSTRUCTION OF A SILT FENCE' (WITI-IOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A CX 4" TRENCH LJPSLOPE ALONG THE LINE OF STAKES, FLOW 3. STAPLE FILTER NIATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. rLOW 4!' 4. BACKFILL AND CONIPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT 13. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from -Installation of Straw and Fabric Filter Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control Sherwood and Wyant Plate 3.05-1 Barriers for ediment Control, Sherwood and Wyant 111-24 111-25 NOTE: SILT FENCE FABRIC SHALL BE 36" TALL, STAKED WITH 2" X 2" HARDWOOD STAKES, 6 -FOOT CENTERS." SILT FENCE DETAILS & NOTES Plate 3.05-2 TABLE 105-11 PHYSICAL PROPERTIES OF FILTER FABRIC IN SILT FENCE Physical Prol2eriy Filtering Efficiency Tensile Strength at 20% (max.) Elongation* Flow Rate Ultraviolet Radiation Stability % -TS-S-t Rtq!jirgm�nts ASTM 5141 75% (minimum) VTM-52 Extra Strength - 50 lbs./linear inch (minimum) Standard Strength - 30 tbs./linear inch (minimum) ASTM 5141 0.2 gal./sq.ft./ minute (minimum) ASTM -G-26 90% (minimum) Requirements reduced by 50% after six months of installation. Source: VHTRC 4. If steel post (standard "U" or "T"' section) are utilized for silt fence construction, they must have a minimum weight of 1.33 pounds per linear foot and shall have a minimum length of 5 feet, 5. Wire fence reinforcement for silt fences using standard -strength filter cloth shall be a minimum of 14 gauge and shall have a maximum mesh spacing of 6 inches. Installation 1, The height of a silt fence shall be a minimum of 16 inches above the original ground surface and shall not exceed 34 inches above ground elevation, 1992 Ill- 22 Maintenance 1. Silt fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 2. Closie attention shall be paid to the repair of damaged silt fence resulting from end runs and undercutting. 3. Should the fabric on a silt fence decompose or become ineffective prior to the end of thie expected usable life and the barrier still be necessary, the fabric shall be replaced promptly. 4. Sediliment deposits should be removed after each storm event. They must be remc)ved when deposits reach approximately one-half the height of the barrier. 5. Any sediment deposits remaining in place after the silt fence is no longer required shall be dressed to conform with the existing grade, prepared and seeded, 111-26 SCALE: 1"=80'(11"X17") 1 "=40- (24"X36") CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 -1 4 0 5661 COLUMBIA PIKE, SUITE 200 - C -i FAM CHURCH, VA 22041-2868 ' Ti (703) 671-6000 a r c h i t e c t s FAX: (703) 671-6300 e n g i n e e r s ��,yTH op CJ CHRISTOPHER D.� MORIN No. 032984,v �,eyr, ILS14 OVA L DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE SILT FENCE DETAILS & NOTES SHEET NUMBER >_ M < cn V) V) CD (-D Cn V) Lo to C/) CD U CD CD CD = :Z = ;:11 '71, 3:Z < =1 M M CD 2!: C -D 7;1 CD = CD = CD ;;, C -D Z! 3.. -cc Z :Z: CD :711 C) = C:) = C) 7;1 CD ck� M 0 fV IV rJ r -,J I\I U c1f cr_ < z ck:: z >_ 0:� z >_ i z >_ Ill z 7_1 - :Z 0 Cn LLJ LJ i cl- a- i cl- _J LL_ r_ r-. r - 0 LLJ 1Q - r- I I b IJ C4 i (Z) CD 1`1 i T Nd_ C,J I C:) T J CNJ I CZ) T r - C'14 I C) > LLJ � 0 Z M C-) M W C:, DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE SILT FENCE DETAILS & NOTES SHEET NUMBER in W 0 W O Koh STD & SPEC 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 3.02 Definition A stabilized stone pad with a filter fabric underliner located at points of vehicular ingress and egress on a construction site. Purpose To reduce the amount of mud transported onto paved public roads by motor vehicles or runoff. Conditions Where Practice M12lies Wherever traffic will be leaving a construction site and move directly onto a public road or other paved area., NOTE: ALL DETAILS ARE REFERENCED FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992 111-6 1992 3.02 Planning Considerations Minimum Standard #17 (MS #17) requires that provisions be made to minimize the transport of sediment by vehicular traffic onto a paved surface, Construction entrances provide an area where a significant amount of mud can be removed from construction vehicle tires before they enter a public road and, just as important, the soil adjacent to the paved surface can be kept intact. A filter fabric liner is used as a "separator" to minimize the dissipation of aggregate into the underlying soil due to construction traffic loads. If the action of the vehicles traveling over the gravel pad is not sufficient to remove the majority of the mud or there exists an especially sensitive traffic situation on the adjacent paved road, the tires must be washed before the vehicle enters the public road. If washing is necessary, provisions must be made to intercept the wash water and trap the sediment so it can be collected and stabilized. Construction entrances should be used in conjunction with the stabilization of construction roads (see Std. & Spec. 3.03, CONSTRUCTION ROAD STABILIZATION) to reduce the amount of mud picked up by construction vehicles and to do a better job of mud removal. Other innovative techniques for accomplishing the same purpose (such as a bituminous entrance) can be utilized, but only after specific plans and details are submitted to and approved by the appropriate Plan -Approving Authority. Desmon Criteria Aggregate Size VDOT #1 Coarse Aggregate (2- to 3 -inch stone) should be used. Entrance Dimensions n The aggregate layer must be at least 6 inches thick; a minimum three inches of aggregate should be placed in a cut section to give the entrance added stability and to help secure filter cloth separator. It must extend the Lull width of the vehicular ingress and egress area and have a.minimum 12 -foot widths. The length of the entrance must beat least 70 feet (see Plate 3.02-1). Wgbing If conditions on the site are such that the majority of the mud is not removed by the vehicles traveling over the stone, then the tires of the vehicles must be washed before entering the public road. Wash water must be carried away from the entrance to a approved settling area to remove sediment. All sediment shall be prevented from entering storm drains, ditches, or watercourses. A wash rack may also be used to make washing more convenient and effective (see Plate 3.02-1). Logatio The entrance should be located to provide for maximum utilization by all construction vehicles. 1992 3.02 STONE "ONES" UCTION 77NT H A N R (n 70' MIN. EXISTING M C -D A PAVEMENT .3' j _ 5:1 FILTER CLOTH 6^ MINJ MOUNTABLE BERM (OPTIONAL? Cn SIDE ELEVATION V) EXISTING GROUND IN 70' MIN. 71" T CD 10 - 4R I WASHRACK WA T N A L <DPTIONAL> �OPS io, MIN, '0' M !I C -D CD N I0' MIN. Le, IM L EXISTING EXISTING PAVEMENT 1 7— VOOT #1 POSITIVE DRAINAGE M N ICI MIN. 0 M COURSE AGGREGATE TO SEDIMENT B TRAPPING DEVICE TJ r IN, cr_ • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN. r") r-,) CD mr MIN, — _V MIN. FILTER CLOTH SECTION A—A CD :Z: z2 CD % U 2E C) RrENFORCED CONCRETE 6 DRAIN SPACE SECTION B-13 Source. Adapted from 198_3 Maryland Standards for Soil Erosion and Sediment Control, and Va. DSWC 111-9 Plate 3.02-1 111-7 1992 Fabric PrQperties Grab Tensile Strength (tbs.) Elongation at Failure Mullen Burst Strength (tbs.) Puncture Strength (tbs.) 1992 3.02 Construction Specifications The area of the entrance must be excavated a minimum of 3 inches and must be cleared of all vegetation, roots, and other objectionable material. The filter fabric underliner will then be placed the full width and length of the entrance. Following the installation of the filter cloth, the stone shall be placed to the specified dimensions. If wash racks are used, they should be installed according to manufacturer's specifications. Any drainage facilities required because of washing should be constructed according to specifications. Conveyance of surface water under entrance, through culverts, shall be provided as required. If such conveyance is impossible, the construction of a "mountable" berm with 5:1 slopes will be permitted. The fitter cloth utilized shalt be a woven or nonwoven fabric consisting only of continuous chain polymeric filaments or yarns of polyester. The fabric shall be inert to commonly encountered chemicals and hydrocarbons, be mildew and rot resistant, and conform to the physical properties noted in Table 3.02-A. Maintenance The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto public rights-of-way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. TABLE 3.02-A CONSTRUCTION SPECIFICATIONS FOR FILTER CLOTH UNDERLINER Light-Dut Heavy -Duty 3 Entrance Entrance (Graded Subgrade) (Rough Graded) Equivalent Opening Size (mm) W11 190 40 40-80 220 220 430 125 40-80 'Test Method ASTM D1682 ASTM D1682 ASTM D3786 ASTM D751 (modified) U.S. Standard Sieve CW -02215 Fabrics not meeting these specifications may be used only when design procedure and supporting documentation are supplied to determine aggregate depth and fabric strength. 2 Light Duty Entrance-, Sites that have been graded to subgrade and where most travel would be single axle vehicles and an occasional multi -axle truck, Examples of fabrics which can be used are: Trevira Spunbond 1115, Mirafi 100X, Typar 3401, or equivalent. 3 Heavy Duly Entrance: Sites with only rough grading and where most travel would be multi -axle vehicles. Examples of fabrics which can be used are: Trevira Spunbond 1135, Mirafi 600X, or equivalent. Source: Virginia Highway and Transportation Research Council (VHTRC) TEMPORARY CONSTRUCTION ENTRANCE DETAILS & NOTES III -10 3.02 SCALE: 1"=80'(11"X17") 1=40' (24"X: "N� CROWN ,J ,� J, CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 77 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL- (703) 671-6000 F a r c h i t e c t s AX: (703) 671-6300 e n g i n e e r s ��Q,L`fH 0.p �' fir CHRISTOPHER D.� MORIN o No. 032984k, 17 10. 2�717 11 -7 T4SI` 01VAL DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) FBUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE 7-1 TEMP. CONST. ENTRANCE DET'LS & NOTES SHEET NUMBER M < Cn (n C/) CD M C -D (n Cn Cn V) V) CD CD CD C -D CD :Z: Cif cr_ Qf V) CD r") r-,) CD CD :Z: z2 CD CD :2�_= CD U 2E C) C -D 2 CD CD = 2 - 0 r -,J r-,] IV r -,J r -,J C -D F_ h >_ >_ cr- >_ w >_ � >_ W = CD (f) a- n CE CL a- U_ r- r- r_ f r - Cn LiJ < r— I U') T U-) C4 I U-) (Z) . T CD r�) I Ln C:) . d- C14 I (:D — . LO C4 I (ZD — . r -- C4 I C) — . . C-) I,-"-) LLJ DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) FBUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE 7-1 TEMP. CONST. ENTRANCE DET'LS & NOTES SHEET NUMBER 1992 STD & SPEC 3.18 OUTLET PROTECTION 3.18 Definition Structurally lined aprons or other acceptable energy dissipating devices placed at the outlets of pipes or paved channel sections. Purpose To prevent scour at stormwater outlets, to protect the outlet structure, and to minilylizie the potential for downstream erosion by reducing the velocity and energy of concentrated stormwater flows. Conditions Where Practice Applies Applicable to the outlets of all pipes and engineered channel sections. 111- 154 1992 318 & Eilt�r cloth: In all cases, filter cloth shall be placed between the riprap -and the underlying soil to prevent soil movement into and through the riprap. The material must meet or exceed the physical properties for filter cloth found in Std. & Slpec. 3.19, RIPRAP. See Plate 3,18-1 for orientation details. Paved Qhannel Out] (See Plate 3.18-2) 1. The flow velocity at the outlet of paved channels flowing at design capacity must not exceed the permissible velocity of the receiving channel (see Tables 3.18-A and 1.18- B) 2. The end of the paved channel shall merge smoothly with the receiving chartmel section. There shall be no overfall at the end of the paved section. Where the bottom width of the paved channel is narrower than the bottom width of the receiving channel, a transition section shall be provided The maximum side divergence of the transition shall be I in 3F where; where, V F = ifg_d F Froude number V Velocity at beginning of transition (ft./see.) d depth of flow at beginning of transition (ft.) 9 32,2 ft./sec, 2 3. Bends or curves in the horizontal alignment at the transition are not allowed unl[ess the Froude number (F) is 1.0 or less, or the section is specifically designed for turbulent flow. 111-158 NOTE: ALL DETAILS ARE REFERENCED FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992 1992 3.18 Planning Consideration The outlets of pipes and structurally lined channels are points of critical erosion potential. Stormwater which is transported through man-made conveyance systems at design capacity generally reaches a velocity which exceeds the capacity of the receiving channel or area to resist erosion. To prevent scour at stormwater outlets, a flow transition structure is needed which will absorb the initial impact of the flow and reduce the flow velocity to a level which will not erode the receiving channel or area. The most commonly used device for outlet protection is a structurally lined apron. These aprons are generally lined with riprap, grouted riprap or concrete. They are constructed at a zero grade for a distance which is related to the outlet flow rate and the tailwater level. Criteria for designing such an apron are contained in this practice. Sample problems of outlet protection design are contained in Appendix 3.18-a. Where flow is excessive for the economical use of an apron, excavated stilling basins may be used. Acceptable designs for stilling basins may be found in the following sources: 1, Hydraulic Design of Energy Dissipators for Culverts gnd Channels, Hydraulic Engineering Circular No. 14, U. S. Department of Transportation, Federal Highway Administration (83). 2. Hydraulic Design of Stilling Basins and Energy Qi5sipators. Engineering Monograph No. 25, U,S. Department of the Interior - Bureau of Reclamation, (74). Note: Both of the above are available from the U.S. Government Printing Office. Design Criteria The design of structurally lined aprons at the outlets of pipes and paved channel sections applies to the immediate area or reach below the pipe or channel and does not apply to continuous rock linings of channels or streams (See STORMWATER CONVEYANCE CHANNEL, Std. & Spec. 3,17). Notably, pipe or channel outlets at the top of cut slopes or on slopes steeper than 10% should not be protected using just outlet protection as a result of the reconcentration and large velocity of flow encountered as the flow leaves the structural apron. Outlet protection shalt be designed according to the following criteria: Pie Outlets (See Plate 3.18-1) 1. TAilwat_er doth: The depth of tailwater immediately below the pipe outlet must be determined for the design capacity of the pipe. Manning's Equation may be used to determine tailwater depth (see Chapter 5, Engineering Calculations). If the tailwater depth is less than half the diameter of the outlet pipe, it shall be classified as a 1992 111- 155 PAVED CHANNEL TRANSITION RIPRAP APRON RECEIVING ------- EL RECOMMENDED FOR ENTIRE PERIMETER NOTES. 1. RIPRAP APRON REDUCES THE FLOW VELOCITY BELOW THE PERMISSIBLE VELOCITY OF THE NATURAL RECEIVING CHANNEL. 2. TRANSITION SIDE DIVERGENCE IS I IN 3F, WHERE V F w FROUDE NUMBER = gd WHERE V = VELOCITY AT THE BEGINING OF' THE TRANSITION d = DEPTH OF FLOW AT THE BEGINING OF THE TRANSITION g = 3Z2 ft./sec2 Source, Va. DSWC 111 - 159 3.18 Plate 3.18-2 1992 3.18 Minimum Tailwater Condition. If the tailwater depth is greater than half the pipe diameter, it shall be classified as a Maximum Tailwgtfr Condition. Pipes which outlet onto flat areas with no defined channel may be assumed to have a Minimum Tailwater Condition Notably, in most cases where post -development stormwater runoff has been concentrated or increased, MS #19 will be satisfied only by outfall into a defined channel. 2. Apron length: The apron length shall be determined from the curves according to the tailwater condition: Minimum Tailwater - Use Plate 3.18-3. Maximum Tailwater - Use Plate 3.18-4. 3. Aaron width: When the pipe discharges directly into a well-defined channel, the apron shall extend across the channel bottom and up the channel banks to an elevation one foot above the maximum tailwater depth or to the top of the bank (whichever is less). If the pipe discharges onto a flat area with no defined channel, the width of the apron shall be determined as follows: a. The upstream end of the apron, adjacent to the pipe, shall have a width three times the diameter of the outlet pipe. b. For a Minimum Tailwater Condition, the downstream end of the apron shall have a width equal to the pipe diameter plus the length of the apron. C. For a Maximum Tailwater Condition, the downstream end shall have a width equal to the pipe diameter plus 0.4 times the length of the apron, 4. Bottom grade: The apron shall be constructed with no slope along its length (0.01% grade). The invert elevation of the downstream end of the apron shall be equal to the elevation of the invert of the receiving channel. There shall be no overfall at the end of the apron, 5, Side slopes: If the pipe discharges into a well-defined channel, the side id slopes of the channel shall not be steeper than 2:1 (horizontal: vertical). 6. Alignment; The apron shall be located so there are not bends in the horizontal alignment. 7. Materials: The apron may be lined with riprap, grouted riprap, concrete, or gabion baskets. The median sized stone for riprap shall be determined from the curves in Appendix 3.18-a (Plates 3.19-3 and 3.18-4) according to the tailwater condition, The gradation, quality and placement of riprap shall conform to Sid. & Spec, 3.19, RIPRAP, 111- 156 1992 3.18 TABLE 3.18-A PERMISSIBLE VELOCITIES FOR GRASS -LINED CHANNELS PERMISSIBLE VELOCITIES FOR EARTH Channel Slope Lining Velocity* Velocities SoilType5 _(ft./sec.) (ft./sec.) 2.5 Sandy Loam (noncolloidal) 2.5 Sillt Loam (noncolloidal) 3.0 Ordinary Firm Loam 3.5 Fine Gravel Bermudagrass 6 5.0 Reed canarygrass 5.0 Graded, Silt to Cobbles (colloidal) 5.5 Alluvial Silts (noncolloidal) 5.5 Alluvial Silts (colloidal) Tall fescue Coarse Gravel (noncolloidal) 6.0 Cobbles and Shingles 0-0.5% Kentucky bluegrass 5 :Z Grass -legume mixture 4 Red fescue < Qf ¢ Qf ¢ Cif Redtop <c 0f Cn Sericea lespedeza Annual lespedeza Small grains ----- Temporary vegetation 2,5 Bermudagrass 5 Reed canarygrass 71 C -D o CD C) U :Z = C:) CD 'Z_ 72" C) 5-10% Tall fescue Kentucky bluegrass 4 Grass -legume mixture 3 0 r-4 r -,J r -,J r -,J Bermudagrass 4 Reed canarygrass Greater than 10% Tall fescue L Kentucky bluegrass 3 >- For highly erodible soils, dee reale permissible velocities by 25%©. >- cif Z: >- z: Source: Soil and Water Conservation Engineering, Sch) an et. al. and American Society of Civil Engineers OUTLET PROTECTION DETAILS & NOTES 111- 160 1992 PIPE OUTLET CONDITIONS 'IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL 3.18 L a d SECTION A -A FILTER CLOTH KEY IN 6'-9% RECOMMENDED FOR ENTIRE PERimLrER 3d, (-.XAIN) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW I L d SECTION A -A FILTER CLOTH KEY IN RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAX BE RIPRAP, GROUTED RIPRAP, GARION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3-18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6INCHES. Source'. Va. DSWC 1992 Plate 3.18-1 111- 157 TABLE 3.18.B? M PERMISSIBLE VELOCITIES FOR EARTH LININGS Permissible Velocities SoilType5 _(ft./sec.) Fiine Sand (noncolloidal) 2.5 Sandy Loam (noncolloidal) 2.5 Sillt Loam (noncolloidal) 3.0 Ordinary Firm Loam 3.5 Fine Gravel 5.0 Stiff Clay (very colloidal) 5.0 Graded, Loam to Cobbles (noncolloidal) 5.0 Graded, Silt to Cobbles (colloidal) 5.5 Alluvial Silts (noncolloidal) 5.5 Alluvial Silts (colloidal) 5.0 Coarse Gravel (noncolloidal) 6.0 Cobbles and Shingles 5.5 Shales and Hard Plans 6.0 Source: Soil amd Water Conservation Engineering, Schwab,, et.aL and American Society of Civfil Engineers SCALE: V=80'(11"X17) 1 "=40' (24-X36") ,'�� CROWN yJ ,� CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 .0 1 TEL (703) 671-6000 F a r c h i t e c t sAX: (703) 671-6300 e n g i n e e r s TH op - CHRISTOPHER D. -w MORIN o No. 032911814 1 X7 4110. 01 VA L S DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE DUTLET PROTECTION DETAILS & NOTES SHEET NUMBER M Cn C/) (n V) Cn Cn CD (-D z :Z < Qf ¢ Qf ¢ Cif ¢ of <c 0f Cn 71 C -D o CD C) U :Z = C:) CD 'Z_ 72" C) :Z: :Z CD rif C:) 0 r-4 r -,J r -,J r -,J r-4 >- >- � 2!: >- cif Z: >- z: >- Q:' m LLJ W 0-- 0- 1 LLJ of 0- 1 L.LJ o:� 0- LU 0- LZJ of 0- LJ_ r- - r- r- r__ V) Z 0 to LLJ < 0 r,- 1 Lr) C5 U-1 ) CN 1 U-) CS T CD Pr) 1 U-) 0 --d- CN 1 CD U-) CN 1 C) r - CN 1 CD > LLJ � O Z Q m v M W o DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE DUTLET PROTECTION DETAILS & NOTES SHEET NUMBER 1992 3.18 1992 3.18 APPENDIX 3.18-a Sample -Problems: Outlej Protea iQn Dew,.n- 24 1,49 ( 2d ) 3 (.02) 2 (.2d2) .045 2V(2-2+1 ExAM121g 1 where, Given: An 18 -inch pipe discharges 24 cls at design capacity onto a grassy slope d depth of tailwater (no defined channel). d 1.74 ft. Find: The required length, width and median stone size (d5o) for a riprap- lined apron. * since d is greater than half the pipe diameter, a Maximum Tailwater Solution: CQndition exists. 1. Since the pipe discharges onto a grassy slope with no defined channel, 2. From Plate 3.18-4, a median stone size (djo) of 0,5 ft. and an apron a Minimum T,- length (La) of 41 ft. is determined. �lwat!-,r Cbriditio may be assumed. 3. The entire channel cross-section should be lined since the maximum 2. From Plate 3.18-3, an apron length (La) of 20 fe�.- and a median stone tailwater depth is within one foot of the top of the channel. size (d%) of 0.8 ft. are determined. 3. The upstream apron width equals three times the pipe diameter; 3 x 1.5 ft = 4.5 ft, 4. The downstream apron width equals the apron length plus the pipe diameter; 20 ft. + 1.5 ft. = 21,5 ft. ExgWl�,- Given: The pipe in example No. I discharges into a channel with a triangular cross-section, 2 feet deep and 2:1 side slopes. The channel has a 2% slope and an "n" factor of .045. Find: The required length, width and the median stone size (dam) four a riprap lining. 0 Solution: 1. Determine the tailwater depth using Manning's Equation. '2 - I Q 49 R� 3� A n 111-162 to NOTE: ALL DETAILS ARE REFERENCED FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992 0 Ill- 163 1992 118 1 1992 3.18 Source: USDA -SCS OUTLET PROTECTION DETAILS & NOTES (CONT'D.) Ill- 164 Plate 3.18-3 Source: USDA -SCS Ill- 165 Plate 3,18-4 SCALE: N.T.S. I i CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 a r c h i t e c t s FAX: (703) 671-6300 e n g n e e r TH of D.VP" MORIN o No 032984 7 4 1 . 0.2-77 11 ss 1, 01VAL 19@4 1;ziS dzAtd OSP < V) T Q (n CD Q CD < 4-k Lo V) V) V) V) c -77 77 7 7 F_ C -D (-D it LF 'o c> In __vr --------- ---- � CD C -D J7 CD Ale_ o u� 11! :Z -c CD Sc CD :Z "D :Z �x C) :Z: C) :Z: C) :Z CD (D 0 < c3 c3 GE Lw ro � < ry Source: USDA -SCS OUTLET PROTECTION DETAILS & NOTES (CONT'D.) Ill- 164 Plate 3.18-3 Source: USDA -SCS Ill- 165 Plate 3,18-4 SCALE: N.T.S. I i CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 a r c h i t e c t s FAX: (703) 671-6300 e n g n e e r TH of D.VP" MORIN o No 032984 7 4 1 . 0.2-77 11 ss 1, 01VAL )RAWN BY: SAK 30HECKED BY: BMQ )RAVVING DATE: 05-17-17 CARRIER'S NAME ')ITE NUMBER: WE NAME: SITE NAME (ESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 130406 SITE ADDRESS 3LACK CAT ROAD (ESWICK, VA 22947 SHEET TITLE UTLET PROTECTION ETAILS & NOTES (CONT'D.) SHEET NUMBER I E&S-8 M < V) Q Cn Q (n CD T2 CD CD < Lo V) V) V) V) c (D (-D C -D (-D � CD C -D :Z CD Ca :Z CD :Z "D :Z CD C) :Z: C) :Z: C) :Z CD (D 0 � < ry Lli C CA- (3- 6_ LL_ 01 < r- Lo LO CN 1 Ln (D N-) 1 Lo -4- CN 1 6, LO cli 1 6 r - C14 1 6 LLJ O¢ m CJ (n LLJ C:) )RAWN BY: SAK 30HECKED BY: BMQ )RAVVING DATE: 05-17-17 CARRIER'S NAME ')ITE NUMBER: WE NAME: SITE NAME (ESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 130406 SITE ADDRESS 3LACK CAT ROAD (ESWICK, VA 22947 SHEET TITLE UTLET PROTECTION ETAILS & NOTES (CONT'D.) SHEET NUMBER I E&S-8 n 2 U) 1992 3.08 1 1.992 3.08 STD & SPEC 3.08 CULVERT'INLET PROTECTION Definition A sediment filter located at the inlet to storm sewer culverts. Purposes .ConditiQn_s Where PracticeApplies CIP Where culvert and associated drainage system is to be made operational prior to permanent stabilization of the disturbed drainage area. Different types of structures are applicable to different conditions (see Plates 3.08-1 and 3.08-2). 1, To prevent sediment from entering, accumulating in and being transferred by a culvert and associated drainage system prior to permanent stabilization of a disturbed project area. 1 To provide erosion control) at culvert inlets during the phase of a project where elevation and drainage patterns change, causing original control measures to be ineffective or in need of removal. 1992 111-46 SIL T AVENCE CUL VERT INLET PROr1PFL__J1CT10N 'DISTANCE IS 6' MINIMUM 11 FLOW IS TOWARD EMBANKMENT FLOW TI OPTIONAL STONE COMBINATON FLOW VOOT #3, #357 OR #5 COARSE A4TGREGATE 10 REPLACE SILT FENCE IN ' HOR*SUHQE " WHEN HIGH VELOCITY OF FLOW IS EXPECTMD I RIPRAP 3.08 Plannina Consiideratko_n When construction on a project reaches a stage where culverts and other storm sewer appurtenances are installed and many areas are brought to a desired grade, the erosion control measures used in the early stages normally -need to be modified or may need to be removed altogether. At that time, there is a need to provide protection at the points where runoff will leave the area via culverts and drop or curb inlets. Similar to drop and curb inlets, culverts which are made operational prior to stabilization of the associated drainage areas can convey large amounts of sediment to natural drainageways. In case of extreme sediment loading, the pipe or pipe system itself may clog and lose a major portion of its capacity, To avoid these problems, it is necessary to prevent sediment from entering the culvert by using one of the methods noted in this section. General Guidelines (All Tvoes 1. The inlet protection device shall be constructed in a manner that will facilitate clean- out and disposal of trapped sediment and minimize interference with construction activities. 2. The inlet protection devices shall be constructed in such a manner that any resultant ponding of stormwater will not cause excessive inconvenience or damage to adjacent areas or structures. 3. Design criteria more specific to each Particular unlet protection device will be found in Plates 3.08-1 through 3.08-2. Desian Criteria 1. Silt Fence Qp_lv-crt- Inlet Protection a. No formal design is required. b. Silt fence culvert inlet protection has an expected maximum usable life of three months. C. The maximum area draining to this practice shall not exceed one acre, 94 111-47 3.08 CULV,,P-,RT INLET SEDIMENT TRAP *STORAGE REQVIREMENTS EQUIVALENT TO THAT OF TEMPORARY SEDIMENT TRAP STD. & SPEC, 3,13 67C.Y./ACREWET STORAGE (BELOW OF STONE) 67 CX./ACRE DRY STORAGE (BASE OF STONE To TOP OF STONE BERM) AREAS TO BE DISTURBED (CVT, FELLED, ETC.) OW VDOT #3, #357, OR #5 COARSE AGGREGATE PERSPECTIVE VIEW PIPE INVERT NATURAL GROUND RIPRAP HEADWALL 1 1 2' 1 I mop log -------- FLOW CLASS I RIPRAP VDQT #3, #357, OR #5 COARSE AGGREGATE MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STOWE AREA ELEVATION Source: Adapted from VDOT Standard Source: North Carolina Sediment Control Commission Plate 3.08-2 Sheets and Va. DSWC1 Plate 3.08-1 NOTE: ALL DETAILS ARE REFERENCED FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992 1 111-49 11-50 CULVERT INLET PROTECTION DETAILS 1992 108 2, Culvert Inlet Sediment Trap a. Runoff storage requirements shall be in accordance with information outlined under Std. &,Spec. 3.13, TEMPORARY SEDIMENT TRAP. b. Culvert inlet sediment traps have a maximum expected useful life of 18 months. C. The maximum area draining to this practice shall not exceed 3 acres. Construction Specifications 1. Silt Fence Culvert Inlet Protection a. The height of the silt fence (in front of the culvert opening) shall be a minimum of 16 inches and shall not exceed 34 inches, b. Extra strength filter fabric with a maximum spacing of stakes of 3 feet shall be used to construct the measure. C. The placement of silt fence should be approximately 6 feet from the culvert in the direction of incoming flow, creating a "horseshoe" shape as shown in Plate 3.08-1. d. If silt fence cannot be installed properly or the flow and/or velocity of flow to the culvert protection is excessive and may breach the structure, the stone combination noted in Plate 3.08-1 should be utilized. 2. Culvert Inlet Sediment Trap a. Geometry of the design will be a "horseshoe" shape around the culvert inlet (see Plate 3.08-2). b. The toe of riprap (composing the sediment filter dam) shall be no closer than 24" from the culvert opening in order to provide an acceptable emergency outlet for flows from larger storm events. C. All other "Construction Specifications" found within Std. & Spec. 3.13, TEMPORARY SEDIMENT TRAP, also apply to this practice. e. The proper installation of the culvert inlet sediment trap is a viable substitute for the installation Qf the TEMPORARY SEDIMENT TRAP. 1992 111- 48 Maintenan 3.08 1. The structure shall be inspected after each rain and repairs made as needed. 2. Aggregate shall be replaced or cleaned when inspection reveals that clogged voids are causing ponding problems which interfere with on-site construction. 3. Sediment shall be removed and the impoundment restored to its original dimensions when sediment has accumulated to one-half the design depth. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode and cause sedimentation problems. 4. Temporary structures shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized, SCALE: N.T.S. CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEh (703) 671-6000 a r c h i t e c t s FAX: (703) 671-6300 e n g i n e e r s TH op p7wx� CHRISTOPHER D.� MORIN 1 No. 032984 0, ' '0 o.2 -7.i '7 �e 'S L DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE CULVERT INLET PROTECTION DETAILS SHEET NUMBER M V) V) U) CD (D CD C -D CD CD (-D < Cif0f 0:: r), V) C:1 M M M M CD :Z CD 3:: Z C:) C) CCD CD CD M 0 IV IV IV IV r -,J — < > ¢ O:f _< Qf _< 2f o::: _< z o (() LLJ Q W CL W Q- W CL L.Li a- W n - CL L.L_ Z 0 in LiJ < C:) r- In C:5 In C4 1 In C5 P4 -)C14 1 In C:) 1 C:) C4 1 C) C14 1 CD WI O :7 -< co (-) I C) H C:) DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE CULVERT INLET PROTECTION DETAILS SHEET NUMBER CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 "_<....•.. TEL: (703) 671-6000 a r C h it e c i s FAX: (703) 671-6300 e n g i n e e r s TH op Ire lea 19 l z �r CHRISTOPHER D.1-11 MORIN No. 032984 �11 . 17 A 4I9 L E GENERAL LAND CONSERVATION NOTES SOURCE CONTROL NARRATIVE: MAINTENANCE: 1. NO DISTURBED AREA WILL BE DENUDED FOR MORE THAN 7 CALENDAR DAYS UNLESS IT VEGETATIVE BUFFERS: 1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH IS AN ACTIVE WORK AREA OR OTHERWISE AUTHORIZED BY THE DIRECTOR OR HIS AGENT. A VEGETATIVE BUFFER WILL BE PRESERVED AROUND PARTS OF THE PERIMETER OF THE SITE THROUGHOUT RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE - Kentucky 31 or Turf -Type Tall Fescue 45-100% THE WORK. EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, V) 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS High-Maint_nance 1zwn 200-250 lbs. THE FIRST STEP IN GRADING. FLOW DISPERSION: 2. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE c� Kentucky 31 Fescue 128 lbs, STORM WATER SHEET FLOWS ACROSS THE SITE FROM EAST TO NORTHWEST FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY 3. ALL STORM AND SANITARY LINES NOT IN STREETS SHALL BE MULCHED AND SEEDED 2. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. SEE VA E&SC TO THE TOP OF THE BARRIER. WITHIN 7 DAYS AFTER BACKFILL. NO MORE THAN 500 FEET SHALL BE OPEN AT ANY SITE Kentucky 31 Fescue 108 lbs. z ONE TIME. ALL THE SIILTI FENCES SHOULD PREVENT SILT FROM ENTERING ANY DOWNSTREAM STORM SEWER SYSTEM. 3. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. Crowtnvetch * 20 tbs. THERE IS NO PROPOSED SOIL STOCKPILING. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED. 4. ELECTRIC POWER, TELEPHONE, CABLE T.V. AND GAS SUPPLY TRENCHES SHALL BE February 16th through April . ... . . . ... . ........... Annual Rye Q COMPACTED, SEEDED AND MULCHED WITHIN FIVE DAYS AFTER BACKFILL. EROSION AND SEDIMENT CONTROL NARRATIVE: 4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ESC CONTROLS DURING CONSTRUCTION. 5. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SILT DAMS SHALL BE MULCHED AMD PRACTICES. 5. INSPECTION TO BE CONDUCTED SHALL BE PER ALBEMARLE COUNTY STANDARDS AND REQUIREMENTS. SEEDED WITH TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER GRADING. STRAW OR PROJECT DESCRIPTION: CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS. HAY MULCH IS REQUIRED. THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF MONOPOLE TOWER & FENCED COMPOUND ALONG 6. SILT FENCE SHALL BE CHECKED AFTER EACH MAJOR STORM EVENT OR ONCE PER WEEK. SEDIMENT 6. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET WITH ASSOCIATED UTILITIES AND LANDSCAPING. THE LEASE AREA OF THE TOWER IS 10,000 S.F. (0.23 AC); SHALL BE REMOVED AFTER IT BECOMES 1/3 HEIGHT OF SILT FENCE. PROTECTION, MAINTAINED AND MODIFIED DURING CONSTRUCTION AS REQUIRED. THE COMPOUND AREA IS 4,900 SF (0.112 AC)" 'tl ^ M V CD ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY 7. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL WILL BE CONSTRUCTED AND 7. ANY DISTURBED AREA NOT PAVED, SODDED OR BUILT UPON BY NOVEMBER 1ST OR ESC MEASURES -STRUCTURAL PRACTICES MAINTAINED ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION DISTURBED AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY WITH HAY OR STRAWY AT STD. AND SPEC. 3.32, PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL BLANKETS WILL BE CONTROL HANDBOOK (1992 EDITION) STATE WATER CONTROL BOARD - 9 VAC 25 -840 -40 -EROSION & THE RATE OF TWO TONS PER ACRE AND OVER -SEEDED BY APRIL 15TH. STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE SILT FENCE, STORMWATER CONVEYANCE SEDIMENT CONTROL REGULATIONS ARE STANDARD ESC ITEMS FOR ENTRANCE. A MEASURES SELECTED E S CHANNELS AND STONE CONSTRUCTION ENT E ALL V z V z 8. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, THIS APPLICATION. ANY DISTURBED AREA DENUDED FOR SEVEN DAYS THAT IS NOT IN ACTIVE WORK AREA TO STORMWATER MANAGEMENT: ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS BE TEMPORARILY SEEDED. z SHALL BE STABILIZED. COUNTY INSPECTOR TO APPROVE REMOVAL OF ALL TEMPORARY -APPLY LIME AT TWO (2) TONS/ AC OF OVERSIZED AGRICULTURAL GRADE LIMESTONE. THE PROJECT PROPOSES (2) CORRUGATED METAL PIPE CULVERTS WITH INLET/OUTLET PROTECTION, SILT FENCES AT FILL SLOPES & ROADSIDE DITCHES AS SHOWN ON PLAN. PRIOR TO ANY LAND DISTURBANCE ON THE SITE. SILTATION MEASURES. 2. OWNER TO GIVE THE COUNTY INSPECTOR 48 HOURS NOTIFICATION TO SCHEDULE AN ESC MEASURES - VEGETATIVE PRACTICES: 0 CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 "_<....•.. TEL: (703) 671-6000 a r C h it e c i s FAX: (703) 671-6300 e n g i n e e r s TH op Ire lea 19 l z �r CHRISTOPHER D.1-11 MORIN No. 032984 �11 . 17 A 4I9 L E TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA, Total Lbs. VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING OF ALL GRASS AREAS. Per Acre Minimum Care Lawn - Commercial or Residential 175-200 lbs, - Kentucky 31 or Turf -Type Tall Fescue 45-100% MANAGEMENT STRATEGIES: Improved Perennial Ryegrass 0-5% V) Kentucky Bluegrass 0-5% 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS High-Maint_nance 1zwn 200-250 lbs. - Kentucky 31 or Turf -Type Tall :Fescue look POSSIBLE. General Slone (3:1 or less) c� Kentucky 31 Fescue 128 lbs, cD - Red Top Grass 2 lbs. Seasonal Nurse Crop * 20 lbs. 2. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. SEE VA E&SC 150 lbs. Low -Maintenance Slope (Steeper than 3:1) HANDBOOK 3.31-B FOR SEEDING SPECIFICATION (BELOW). Kentucky 31 Fescue 108 lbs. z Red Top Grass 2 lbs. z Seasonal Nurse Crop* 20 lbs. Crowtnvetch * 20 tbs. 3. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. 150 lbs. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April . ... . . . ... . ........... Annual Rye Q May 1st through August 15th .. . .................. Foxtail Millet 4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ESC August 16th through October ..................... . Annual Rye November through February 15th ..... . ............. winter Rye PRACTICES. Substitute Sericea lespedexa for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crowavetch, increase rate to 30 lbs./acre All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope 5. AFTER ACHIEVING ADEQUATE STABILIZATION THE TEMPORARY ESC MEASURE WILL BE CLEANED UP AND or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mixes. REMOVED, ONLY AFTER APPROVAL OF THE COUNTY ESC INSPECTOR. r; t '` r CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 "_<....•.. TEL: (703) 671-6000 a r C h it e c i s FAX: (703) 671-6300 e n g i n e e r s TH op Ire lea 19 l z �r CHRISTOPHER D.1-11 MORIN No. 032984 �11 . 17 A 4I9 L E 9. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING OF ALL GRASS AREAS. OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION 9 VAC 25-840-40. MANAGEMENT STRATEGIES: to V) 10. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL POSSIBLE. c� FINAL STABILIZATION IS ACHIEVED. cD 2. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. SEE VA E&SC 11. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION HANDBOOK 3.31-B FOR SEEDING SPECIFICATION (BELOW). r z CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS z z DETERMINED BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT. 3. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. ;, Q 12. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS 4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ESC r WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. PRACTICES. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER 5. AFTER ACHIEVING ADEQUATE STABILIZATION THE TEMPORARY ESC MEASURE WILL BE 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. r; t '` r BE LEFT DORMANT FOR MORE THAN ONE YEAR. (� 'tl ^ M V CD ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY f 13. ALL PROPOSED SEDIMENT TRAPS AND BASINS SHALL REMAIN IN PLACE UNTIL ALL FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING ATO F s t'd ONSITE CONTRIBUTING AREAS ARE STABILIZED. STD. AND SPEC. 3.32, PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL BLANKETS WILL BE = '� EROSION AND SEDIMENT CONTROL NARRATIVE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO r PROTECT THE SLOPES PROPERLY. MULCH ( STAW OR FIBER ) WILL BE USEDON RELATIVELY FLAT AREAS. IN V z V z (CONSTRUCTION SEQUENCE): ALL SEEDING OPERATIONS, SEED FERTLIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. z 1. A PRE -CONSTRUCTION MEETING WITH THE ENVIRONMENTAL INSPECTOR MUST OCCUR -APPLY LIME AT TWO (2) TONS/ AC OF OVERSIZED AGRICULTURAL GRADE LIMESTONE. r z 0 PRIOR TO ANY LAND DISTURBANCE ON THE SITE. -APPLY FERTILIZER AT 1000 LBS/ AC, 10-20-10 OR EQUIVALENT NUTRIENT(23 LBS./1000 SF) 2. OWNER TO GIVE THE COUNTY INSPECTOR 48 HOURS NOTIFICATION TO SCHEDULE AN -APPLY SEEDING AT 2000LBS/ ACRE 0 N ON-SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE N --------------- N PERMIT. THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST ATTEND THE t.. ,:.,..,x.. PRE -CONSTRUCTION MEETING. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND) THE Ll Of Q z ¢ z ENVIRONMENTAL INSPECTOR (OR AUTHORIZED REPRESENTATIVE) MUST ATTEND THE GENERAL NOTES: APPALACJIUN PRE -CONSTRUCTION MEETING. 1. GENERAL CONTRACTOR MAY RELOCATE OR REVISE EROSION AND SILTATION CONTROLS AS DEEMED" C, W. 3. AT THE TIME OF THE PRE -CONSTRUCTION MEETING, TWO STANDARD SIGNS SHALIL BE NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER SEDIMENT CONTROL. W W W n INSTALLED ON EACH SIDE OF THE CONSTRUCTION ACCESS. THESE SIGNS SHOULD 2. ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES TO BE RELOCATED AS NECESSARY TO Li 430 STATE EITHER "CONSTRUCTION ENTRANCE AHEAD" OR "TRUCKS ENTERING HIGHWAY". ACCOMMODATE THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING 4. IF CONSTRUCTION DOES NOT COMMENCE FOR 180 DAYS FOLLOWING THE OF IF THE PROJECT IS DORMANT FOR 180 DAYS LOCAL UTILITY COMPANIES PRIOR TO CONSTRUCTION. 3. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER/B.M.P. DRAINAGE EASEMENTS MUST BEMNSIOGRAPEaCPROVIN'"'S �INVIRGE14U, o PRE -CONSTRUCTION MEETING DURING THE CONSTRUCTION PHASE, A NEW PRE -CONSTRUCTION MEETING IS RECORDED PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT. Q o REQUIRED BEFORE CONSTRUCTION CAN RE -START. 4. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE OF A LAND DISTURBANCE N CD CD N o 5. LAND DISTURBANCE OUTSIDE THE PRELIMINARY LIMITS OF DISTURBANCE MAY NOV PERMIT FOR THIS PROJECT. y OCCUR UNTIL THE INITIAL ESC MEASURES INSTALLATION HAS BEEN APPROVED BW THE 5. A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT PRIOR TO ISSUANCE OF A LAND Q m ENVIRONMENTAL INSPECTOR. DISTURBANCE PERMIT. w Y 6. INSTALL CONSTRUCTION ENTRANCE. 6. THE SWM/BMP FACILITY MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF 1"tE3.1H UNDERGROUND UTILITY LINE INSTALLATION NOTES: ' 7. INSTALL SILT FENCES IN THEIR LOCATIONS AS SHOWN ON PLAN. ANY OCCUPANCY CERTIFICATES. ACCEPTABLE T>=:h PoRARY SEEDING PiANT MATERIALS 8. TIMBERING - TIMBERING SHALL BE PERFORMED AS NECESSARY AND WITHIN THE 7. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A SURETY FOR THE CONSTRUCTION OF THE -QUICK REFERENCE rtrlLALt,rctctas" UNDERGROUND UTILITY LINES SHALL BIE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN o 3 LIMITS OF DISTURBANCE, BUT IS NOT ALLOWED UNTIL THE ISSUANCE OF A LAND PERMANENT BMP MUST BE POSTED WITH ENVIRONMENTAL ENGINEERING. Pjapt;ngDatei iha`; r ADDITION TO OTHER APPLICABLE CRITERIA: DISTURBANCE PERMIT. 8. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP PERFORMANCE BOND AND CERTIFICATE 9. CLEAR AND GRUB AT COMPOUND SITE AND PROPOSED ACCESS ROAD. OF OCCUPANCY.Sept. ` Feb. iS l RyGf es 1. NO MORE THAN 500 LINEAR FEE -T OF TRENCH MAY BE OPENED AT ONE TIME N 10. INSTALL PIPE CULVERTS AS SHOWN ON PLAN. Anna Aarrnial RyeXrass (Uliuln mu''' "n""'' 2. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES ' 11. CONSTRUCT GRAVEL ACCESS ROAD &ROADSIDE DITCHES, IF ANY. 50-100 (Winter) izyc3. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED 'a 12, CONSTRUCT TOWER & EQUIPMENT WITHIN FENCED COMPOUND. (Sega( (Sectale ��rete> SEDIMENT TRAPPING DEVICE, OR (BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY I> 13. PERMANENTLY STABILIZE DISTURBED AREAS PER VIRGINIA EROSION AND SEDIMEN1f « Apr. Ann�t��" i AFFECT FLOWING STREAMS OR OF=F -SITE PROPERTY '_ CONTROL STANDARD AND SPEC. 3.32. (Ij)I"im muIt;_+,ofu' 4. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE 14. ALL DIVERSIONS, SEDIMENT BASINS/TRAPS, AND STOCKPILES MUST BE SEEDED AND May t - Aug 31 German Millet 50 EROSION AND PROMOTE STABILIZATION MULCHED IMMEDIATELY UPON CONSTRUCTION. ts�t mit t t 5. RESTABILIZATION SHALL BE ACCOwIPLISHED IN ACCORDANCE WITH THESE REGULATIONS 15. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT 6. COMPLY WITH APPLICABLE SAFETYr REGULATIONS M APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE PROJECT. rn W Q EROSION & SEDIMENT CONTROL NOTES SCALE: N.T.S. N N I O CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 "_<....•.. TEL: (703) 671-6000 a r C h it e c i s FAX: (703) 671-6300 e n g i n e e r s TH op Ire lea 19 l z �r CHRISTOPHER D.1-11 MORIN No. 032984 �11 . 17 A 4I9 L E DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE EROSION & SEDIMENT CONTROL NOTES SHEET NUMBER E&S-10 Cn to to V) U") c� c� cD z z z z z Q Q Q Q (� (� M ^ M V CD V z V z V z V z V z z z o z 0 z 0 z 0 z CD 0 0 N N N N N Ll Of Q z ¢ z Q z ��z Q z Q z° (n LLJ 0 _I W Ll. W W W n W o- W W Li In Q N � o PI-) � C7< N CD CD N o N - WO Iry z Q m v o w o DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE EROSION & SEDIMENT CONTROL NOTES SHEET NUMBER E&S-10 EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL m Q cn 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBIING THE CONSTRUCTION SITE AND 2. ALL SELECT GRANULAR FILL SHALL BE PLACED ON GEOTEXTILE FABRIC & COMPACTED TO A 95% Q cn C -D ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR CD ¢ THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK MINUS 3% OF OPTIMUM MOISTURE CONTENT. FABRIC SEAMS SHALL BE OVERLAPPED 18" MINIMUM. PREPARATION & FOUNDATION WORK. AS A MINIMUM THE TOP 24" OF GRADE SHALL BE REMOVED. NOTES: (n THE REPLACED SUBGRADE SHALL BE CLEARED OF ORGANIC MATERIAL & COMPACTED. 1. DETAIL SHOWN IS BASED ON VDOT "NORMAL EARTH FOUNDATION" PIPE U) BEDDING DETAIL. 2. CRUSHED GRAVEL SHALL CONSIST OF PARTICLES OF WHICH AT LEAST 4'-0" 12'-0" 90 PERCENT BY WEIGHT OF MATERIAL RETAINED ON THE NO. 10 SIEVE CD cD SHALL HAVE AT LEAST ONE FACE FRACTURED BY ARTIFICIAL CRUSHING. TESTS WILL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF VTM-15. z z 3. BRING BEDDING MATERIAL TO THE FLOW LINE AS PER VDOT ROAD & z BRIDGE SPECIFICATIONS SECTION 302. COMPACTED SUBGRADE 921s,T FERTILIZE SEED 6" MIN. COMPACTED GEOTEXTILE FABRIC '�gOFN� WITH 24" COMPACTED CRUSHER RUN ALONG DITCH 4.00% CROSS SLOPE STRUCTURAL FILL ABOVE / cirf EXISTING GRADE cx \\ ROADSIDE FINISHED GRADE CD DITCH C-, \/\ /\ GRAVEL DRIVE D /\� \ /� GROUND LINE �y D CD a1 \1 a43 a13 as a 41 a41 a43 aa\J a CD z REGULAR BACKFILL CD z CD z PROPOSED 18 -20 LONG CMP PIPE CULVERT 00 z z CN BACKFILL (STRUCTURAL/ z CONTROLLED FILL) Z 0 Z 0 Z 0 Z 0 SCALE: N.T.S. TYPICAL ROAD SECTION DETAIL 1 N N N N N // BEDDING MATERIAL -CRUSHED GRAVEL -SEE NOTE 3 n U ¢ m ¢ m ¢ m ¢ m ¢ SECURITY FENCING 1'-0" BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD OF TOP OF CROWNED THE VDOT ROAD & BRIDGE SPECIFICATIONS J W tY d. 3" OF #57 STONE TYP. CONCRETE FOUNDATION J W = t1 —� ¢ Z l - TO BE FINISHED ABOVE CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE GEOTEXTILE FABRIC TOP OF GRAVEL ROAD & BRIDGE SPECIFICATIONS MIRAFI 50OX OR ALL EXISTING GRASSED APPROVED EQUAL REGULAR BACKFILL IN ACCORDANCE WITH SECTION 302 OF THE ROAD OF AREAS DISTURBED BY THE VDOT ROAD & BRIDGE SPECIFI+CATIONS THIS WORK TO BE 3" FINISH STONE GRASS -SEEDED IN \� EMBANKMENT (FOR THIS SITE, GRAVEL ACCESS ROAD) r- LQ 0 ACCORDANCE WITH O r7 CD d- N CD SPECIFICATIONS h N o 0 0 0 0 0 0 0 0 O O O CO O O O LJ Of 0 0 0 0 0 V 7 I' V 4 V V 0 0 0 0 0 a 0 0 V m 000000 v 010000000000 000 0 W 0000000 T7 0'00000V000 0000 00 ,,N #57 STONE EXISTING SUBSOIL a APRON DETAIL SCALE: N.T.S. n CULVERT INSTALLATION DETAIL SCALE: N.T.S. 3 CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 ' FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 a r c h i t e c i s FAX: (703) 671-6300 e n g i n e e r s TH OF jar CHRISTOPHER D v' MORIN No. 032984 DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE CIVIL DETAILS SHEET NUMBER E&S-11 m Q cn < cn Q cn C -D � CD CD ¢ V) (n U) V) U) C.7 C9 CD cD CD z z z z z cirf 0f cx cj:f cn D D D c D CD z CD z CD z CD z z z z Z o Z 0 Z 0 Z 0 Z 0 02 0 0 N N N N N n U ¢ m ¢ m ¢ m ¢ m ¢ Z (D () W 0 J W cr_ tZ J W J W tY d. J W = !Z J W = t1 —� ¢ Z l - Z cn W Q 0 r- LQ 0 L0 (N LQU-) 0 O r7 CD d- N CD � C) N O h N o LJ Of O¢ z m U W O DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE CIVIL DETAILS SHEET NUMBER E&S-11 I 0 -E 0') cn (10 0 It 0 11.0 00 c- 0 CJ Q0 CD N (n 01 c- m 10-M r- ro 66 c/) `` CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 51 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL: (703) 671-6000 a r c h i t e c i s FAX: (703) 671-6300 e n g 1 n e e r s TH op P1111419 Vf� I'l - rr tk� CHRISTOPHER D.VP MORIN o No. 032984 10.17 17 OXA L DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 I CARRIER'S NAME SITE NUMBER: SITE NAME: I SITE NAME -1 KESWICK (VIRGINIA OIL COMPANY) I BUSINESS UNIT NUMBER 830406 I SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 I SHEET TITLE TRM-ON-SLOPES DETAILS F -SHEET NUMBER E&S-12 m < cn cn (n cn (n cn CD u CD C -D CD :z Z: � � � ra- of U-) C) z 2 O :z 2 CD z z O Z: CD z m 0 N N N N N 1-- CL ry z z :z CD Z: L'J O w cl- w = n Eli r)e 0- w 0' Ll- w¢ = a_ :z Z U) LL] II LOU-) CD CIS! I C) %0 Pr) I U-) c:) --;u- CN I (D u i CN I O CN I LD bi 0¢ C0 DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 I CARRIER'S NAME SITE NUMBER: SITE NAME: I SITE NAME -1 KESWICK (VIRGINIA OIL COMPANY) I BUSINESS UNIT NUMBER 830406 I SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 I SHEET TITLE TRM-ON-SLOPES DETAILS F -SHEET NUMBER E&S-12 0 .E 0 3. W 0) Y Q0 O d' O NO 00 c- 0 L O N co c 0 0 3" OVERLAP MIN TOP OF BANK ANCHOR TRENCH (75 mm) NET COVERAGE WIDTH OF 8' PER MAT FLOW OF WATER OR DIRECTION OF PREVAILING WIND =III COMPACTED BACKFILL COMPACTED BACKFI SECURING PIN ON 1 FT CENTERS" SECURING PIN-,,-=�I--.- i _ SECURING PIN ON 1 FT CENTERS* TRM--,, COMPACTED BACKFILL- TOE OF SLOPE ANCHOR TRENCH - - I= - NOTE: ALL SECURING PINS ARE NOT SHOWN FOR THE PURPOSE OF CLARITY -- -- = I= _ _ _ - = NOTE: TRM SHOULD BE SF DIRECTION OF THE DOWN TOP OF SLOPE / UP STREAM--_�`` -► FLOW OF WATER -I III III—III— �Av r- 4' TYPICAL * TRKM 4' TYPICAL (1.5m) ;\ 9 Mm \\x(300*m) 300 mm) — NOTE: SEED OR SOD ALL DISTURBED AREAS FIGURE 230P OF BANK (TOB) ANCHOR TRENCH SEE FIGURE 7: BREAK IN - SLOPE INTERFACE DETAIL TRM D BACKFILL (300,-n,-) IJ 00 mm) SECURING PIN ON � - 1 FT CENTERS* — �I _- )LED IN THE —III— III mN)* )PE AND FLOW FIGURE 3: TOE OF SLOPE ANCHOR TRENCH (1.2 m) SYSTEM ON A SLOPE OR LEVEE \ I COVERED END NOTE: NO END OF ROLL OVERLAP ALLOWED ON FACE OF A LEVEE SECURING PIN FIGURE 4: PIN PATTERN AND LONGITUDINAL EDGE 1.25' (TYPICAL) j (375 mm) I --___+--- 2.5' (TYPICAL) ----+ -- (750 mm) I + I OFFSET SECURING— PINS ECURING PINS TO CREATE A 2' (TYPICAL) CHECKERBOARD (600 mm) PATTERN 4' (TYPICAL) (1.2 m) FIGURE 5: PIN PATTERN DETAIL NOTES: 1) These Installation details are for slope applications and are not to scale. For channels, please consult the Propex Website for the Channel Drawing C100. 2) Please consult the Propex Website for the most up to date details. O 1;4N Ln PropexTM Geotextile Systems U) U LSI Q TRM I` -III--INSTALL SECURING -- _— `PIN EVERY 1' III—III =III— 1.5 in (38 mm) DIAMETER FIGURE 6: BREAK IN SLOPE INTERFACE STEEL WASHER DETAIL FOR CHANNELS - 0.20 in (5 mm) ROLL - OVERLAPPING END BOTTOM OF SLOPE / DOWN /- TRM 45' MAX OR NEAR MIDPOINT OF SLOPE .5 mj_- • • 1 MAX • (300 mm) SECURING PIN V MAX (300 mm) - FIGURE 10: SIMULATED CHECK SLOT DETAIL Please note that the information presented herein is general information only. It is for conceptual use only and not intended to be used for construction. While every effort has been made to ensure its accuracy, this information should not be used for a specific application without independent professional examination and verification of its suitability, applicability, and accuracy. ELANDLOK' BV PPOPE% S300 n�+e• raven v 02 I D.LOIZEAUX TURF REINFORCEMENT (TRM) CONCEPTUAL INSTALLATION DETAILS FOR SLOPES le: *ALL DIMENSIONS ARE TO BE VERIFIED BY THE ENGINEER 1„ DIAMETER STEEL I FIGURE 7: SECURING PIN DETAIL EI • SECURING PIN FIGURE 9: OVERLAP AT ROLL END DETAIL _� A G�� CMI CII I IA1l� FIGURE 11: FINISHED REINFORCED__ VEGETATION SYSTEM TYPICAL SECTION H MEDIUM (HGM) V MAX (300 mm) LANDLOK SHORT-TERM DEGRADABLE EROSION CONTROL BLANKET TYPE 4 TRM INSTALLATION ON SLOPES DETAILS & MAINTENANCE NOTES TURF REINFORCEMENT MAT (TRM) ON A SLOPE GENERAL INSTALLATION GUIDELINES PRE -CONSTRUCTION A pre -construction meeting shall be held with the construction team and a representative from Propex®. This meeting shall be scheduled by the contractor with at least two weeks notice. Also, Propex suggests that installation monitoring of the TRM be performed by a qualified independent third party. SITE PREPARATION • Grade and compact area of TRM installation as directed and approved by Engineer. Subgrade shall be uniform and smooth. Remove all rocks, clods, vegetation or other objects so the installed TRM will have direct contact with soil surface. Prepare seedbed by loosening the top 3-2 in (75-50 mm) minimum of soil. This may be accomplished with a rotary tiller on slopes 3:1 or flatter. Perform a site specific soil test to determine what amendments such as lime and fertilizer to incorporate. • Do not mulch areas where mat is to be placed. SEEDING Keep seeded areas moist as necessary to establish vegetation. When watering seeded areas, use fine spray to prevent erosion of seeds or soil. If as a result of a rain, prepared seedbed becomes crusted or eroded, or if eroded places, ruts or depressions exist for any reason, rework soil until smooth and reseed such areas. Apply an amount equivalent to %50 of the total seed mixture required to be installed on the soil surface before installing the TRM. • Disturbed areas shall be reseeded. Consult project plans and/or specifications for seed types and application rates. GENERAL INSTALLATION GUIDELINES FOR A SLOPE , Figure 1 shows general installation layout and details for the TRM on a slope. • Excavate an Top of Bank (TOB) Anchor Tlrench 12 in wide x 12 in deep (300 mm x 300 mm) minimum of 3 ft (900 mm) over the crest of the slope (see Figure 2). Deeper TOB Anchor Trench and/or hard armoring may be required for slopes that have the potential for scour. Beginning at the downwind end of the prevailing winds on a slope, place TRM roll end into the TOB Anchor Trench and secure with Securing Pins on 2 ft (0.6 m) centers (see Figure 2). Position adjacent TRM rolls and secure in trench in same manner. Backfill and compact soil into trench as directed and approved by Engineer. Unroll TRM down the slope. in with Securiln Pins on 12 in 300 mm centers see Figure 4 . When Secure TRM longitudinal edge g ( ) ( g ) required, the Engineer is to create project idetails for transition to structures along the longitudinal edge or to address water flowing perpendicular to the seams. Continue installation as described above, (overlapping adjacent rolls as follows: A. TRM roll edge overlap: 3 in (75 mm) miinimum overlap with upslope TRM on top. Secure with one row of Securing Pins on 12 in (300 mm) centers as seen on the designed anchor pin pattern detail in Figure 4. B. TRM roll end overlap for slopes: 6 in (150 mm) minimum overlap with upslope TRM on top. Secure with two rows of Securing Pins staggered 6 in (150 mm) apart on 12 in (300 mm) centers (see Figure 9). • Secure TRM using Securing Pins. For appropriate frequency and pattern, see the typical Pin Pattern Detail (see Figure 4) and the Pin Pattern Detail (see Figure 5). • For slope heights greater than 45 ft (13.7 rn), install simulated check slots per Figure 10. This method includes placing two rows of Securing Pins staggered 6 in (150 mm) apart on 12 in (300 mm) centers at 45 ft (13.7 m) maximum intervals (see Figure 1(0) or across the midpoint of the slope for slope lengths less than 60ft(18.2m). Excavate Toe of Slope (TOS) Anchor Trench 12 in wide x 12 in deep (300 x 300 mm) minimum at least 5 ft (1.5 m) from the toe of the slope. (see Figure 3). Deeper TOS Anchor Trench and/or hard armoring may be required when slopes have scour potentiall at their toes. See Toe Interface Det ail (Figure 7) for special anchoring patterns for breaks in slope. , Anchor, backfill and compact end of TRM in terminal trench (see Figure 3). GROUND PINNING DEVICES Metal Securing Pins should be at least 0.20 in (5 mm) diameter steel with a 2/1 1 in (38 mm) steel washer at the head of the pin (see Figure 8). Metal puns should be driven flush to the soil surface. Securing Pins should be between 24-12 in (600-300 mm) long and have sufficient ground penetration to resist pullout. Longer pins may be required for looser soils. Heavier metal stakes may be required in rocky soils. Depending on soil pH and design life of the pin, galvanized or stainless steel pins may be required. Consult project plans and/or specifications for tie down device details. SPECIAL TRANSITIONS • For applications that require special transitions (i.e. connections to riprap, concrete, T -Walls, etc.), refer to the project specific drawings or consult with Propex Engineering Service at 2450-553-423. VEGETATION ESTABLISHMENT • Installed TRM shall be re -seeded and soil -filled or sodded as is required by the project documents. • After seeding, spread and lightly rake 4/3 - 2/1 in (19-12 mm) of fine site soil or topsoil into the TRM and completely fill the voids using backside of rake or other flat tool. For slopes 3:1 or flatter, roll the entire TRM installation with a drum roller to compact seed and soil tightly into the matrix. • Smooth soil -fill in order to just expose the top of the TRM. Do not place excessive soil above the mat. , If equipment must operate on the mat, make sure it is of the rubber -tired type. No tracked equipment or sharp turns are allowed on the mat. Avoid any traffic over the mat if loose or wret soil conditions exist. , Broadcast additional seed and install a Lalndlok® Erosion Control Blanket (ECB) above the soil -filled mat as required by the Engineer (See Figure 11). For slopes steeper than 3:1, the addition of the ECB may be required or alternate methods of retainingl the soil fill may be considered. Please contact the project engineer or Propex Engineering Services Iat (2450-553 )423. , Irrigate as necessary to establish and maintain vegetation. Frequent, light irrigation will need to be applied to seeded areas if no natural rain events hav(e occurred within two weeks of seeding and shall continue until 75 of vegetation has established and has reached a height of 2 inches. Do not over irrigate. CONTRACTORS MAINTENANCE AND GUARANTEE PERIOD It shall be the responsibility of the Owner to maiintain all seed and TRM areas after Engineer's acceptance. Maintenance shall consist of watering and weeding, repair of all erosion and any re -seeding as necessary to establish a uniform stand of the specified grasses. A minimum of %70 of the area seed shall be covered with no bare or dead spots greater than 10 ft1(2 m2). Seeded areas shall not be mowed prior to establishment of %70 vegetative density and a minimum grass growth of 4 inches (100 mm). Mower height shall not beset lower than 4 inches (100 mm). Throughout the duration of the project, the contractor shall be responsible for mowing to facilitate growth and shall not let the vegetation) in the seeded areas exceed 18 inches (450 mm). In addition, the Contractor shall water all grassed areas as often as necessary to establish satisfactory growth and to maintain its SCALE: N.T.S. CROWN CASTLE1 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL: (703) 671-6000 a r c h i t e c i s FAX: (703) 671-6300 e n g i n e e r s TH OF ref CHRISTOPHER D �P MORIN o No. 032984 SjDNAL EAG DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE TURF REINFORCEMENT MATTING DETAILS SHEET NUMBER C0 N U-) V) CD CD Q Cn Cn (/) (n (n CD CD C D C -D C D Q cr_ Q Of Q ck� Q rr, Q Of (n 0 0 C) z CD Z CD Z CD Z CD Z CD Z z o 0 0 CD CD o ►_ >- >- >- >- z 0:� Q of Q Q�-- Q cr- Q [if Q z C) (n LTJ o J W � J W a J W 0- J W � I W M J Q i,/) Z L� Q I� r- L0 CD LC) N L0 O O N-) Ln N O Li) N O I� N O WO Qf Z Q m v o w o DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE TURF REINFORCEMENT MATTING DETAILS SHEET NUMBER 2 ACRES OR LESS OF DRAINAGE AREA: (DOWNSTREAM VIEW) VDnT C( A( NOTE: ALL DETAILS ARE REFERENCED FROM THE VIRGINIA EROSION AIND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992 ROCK CHECK DAM Fs CD ROCK 2 - 10 ACRES OF DRAINAGE AREA: /nnT lit CHECK DAMS STD 3.20 ROCK CHECK DAM DETAILS SOURCE: VA DSWC le PLATE 3.20-1 SCALE: N.T.S. 1 CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL- (703) 671-6000 a r c h i t e c i s FAX: (703) 671-6300 e n g i n e e r s jar CHRISTOPHER D.�P' MORIN o No. 032984 10.2-7.17 MORAL E DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE ROCK CHECK DAM DETAILS SHEET NUMBER E&S-14 m Q cn Q cn Q cn CD cD Q N (n (n Cn (n (.D Ca z z z z z Q Q 0f Q Q cr- Q Cn Q cz) m CD Z CD _Z CD Z C -D Z_ Ca Z CD _Z Q Z Z 0 Z 0 Z 0 Z ® Z GD I� 0 O N N N N N C.� ti Q Q !Y Q Q Q z (n w w 0- w CL w w w d w 0- Z Lz zW1-uJo Z cn o N 0 pl-) o d- N r- LOr- N r - N w0 Of Z Q m u o w o DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE ROCK CHECK DAM DETAILS SHEET NUMBER E&S-14 p O N O 0) .11 07 0 N I O 0 c - L le U N V O O O ro 00 c 0 U c.0 O N 0 L w In T- O J I N CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 llf, 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 W TEL: (703) 671-6000 a r C h i t e c i s FAX: (703) 671-6300 e n g i n e e r s sLTIi OF r� CHRISTOPHER D MORIN o No. 032984 SJ�NAL E�� DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE :-::71 LANDSCAPING PLAN SHEET NUMBER L-1 m cn Cn cn CD CD ¢ N N Cn (n V) CD CD CD CD cy- ckf ft� Cif cn D D D D CD z C 7 z CD z CD z ca z CD z¢ � z z o z o z C) z (D z C) rP m C.D CLZ ¢ Z ¢ Z ¢ Z ¢ Z ¢ Z C:) Li W W W n W o- W W W o- Z LL - h h h h h h cf) z in LtJ Q I h r— U) O 1 LN N Ln C) I OU-) N7 Ln C) I CN O 1 U-) N CD I h N O w6¢ � Z In o W o DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE :-::71 LANDSCAPING PLAN SHEET NUMBER L-1 DIVISION 1 : STANDARD PROVISIONS DIVISION 2: SITE WORK -02100 GENERAL NOTES EARTHWORK AND DRAINAGE 6. PRODUCTS E. DEMOLITION 1. DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE 1. ACCESS ROAD, ENTRANCES, TURNAROUND AREAS, SITE/LEASE AREA AND A. MATERIALS 1) DEMOLITION SHALL BE CONTROLLED TO PREVENT THE SPREAD OF DUST TO DIAGRAMMATIC ONLY. THE WORK INDICATED ON THE DRAWINGS SHALL COMPOUND AREAS ARE TO BE CONSTRUCTED TO PROVIDE PROPER DRAINAGE 1)FFILL MATERIAL - ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH OCCUPIED PORTIONS OF THE BUILDING. INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND SO TO ENSURE EASILY MAINTENANCE AND COMPACTED, EVEN AND LEVEL (THE STATE DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION 2) EXISTING WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE. WORK LABOR NECESSARY TO COMPLETE THE WORK. VERIFY ALL EQUIPMENT SURFACES FOR CUSTOMER ENJOYMENT AND FUTURE CONSTRUCTION ACTIVITY, DEPARTMENT STANDARD SPECIFICATION) FOR THE STATE IN WHICH THE TOWER IS DAMAGED BY CONTRACTOR SHALL BE REPAIRED TO MATCH EXISTING WORK. LOCATIONS WITH PROJECT MANAGER. MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. TO BE CONSTRUCTED. 3) AT THE END OF EACH WORK DAY AND DURING INCLEMENT WEATHER, CLOSE 2• CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS ON THE CD 2) SOIL STERILIZER SHALL BE EPA REGISTERED, OF LIQUID COMPOSITION AND ALL EXTERIOR OPENINGS WITH WEATHERPROOF COVER. JOB SITE AND CONFIRM THAT WORK AS INDICATED ON THE CONSTRUCTION 2• VEGETATION CONTROL A.APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURERS OF PRE EMERGENCE DESIGN. 4) REMOVE DEBRIS AND RUBBISH FROM THE SITE DAILY. DO NOT ALLOW DEBRIS DOCUMENTS (ALSO KNOWN AS CONSTRUCTION PLANS) CAN BE ACCOMPLISHED RECOMMENDATION (USE AS NEEDED). 3) SOIL STABILIZER FABRIC SHALL BE MIRAFI - 500X. AND RUBBISH TO ACCUMULATE IN BUILDING OR ON SITE. AS SHOWN BEFORE PROCEEDING. B.GRASS SEEDS SHALL BE APPLIED AND MAINTAINED AS RECOMMENDED BY THE 4) AGGREGATE SIZE IS BASED ON OR EQUAL TO AASHTO STANDARD. 3. NOTIFY PROJECT MANAGER OF ANY MAJOR DISCREPANCY REGARDING THE SEED PRODUCER (IF REQUIRED). B. EQUIPMENT CONTRACT DOCUMENTS, EXISTING CONDITIONS, AND OR DESIGN INTENT. THE C.VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT, WILL BE PLACED 1) COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. DIVISION 3: CONCRETE WORKS -03310 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THIS CLARIFICATION( AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS (IF SUB -GRADE SHALL BE COMPACTED WITH EQUIPMENT APPROPRIATE FOR TYPE OF 1.QUALITY ASSURANCE: COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, PRIOR TO PROCEEDING WITH THE WORK OR RELATED WORK IN QUESTION. REQUIRED). SUB -GRADE MATERIAL AND ACHIEVING A RUBBER TIRE PRESSURE OF 60 PSI, 4•INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S ct:� SHEEP'S FOOT PRESSURE OF 100 PSI, OR A VIBRATORY ROLLER WEIGHING SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR 3. SEQUENCING APPROXIMATELY SIX (6) TONS. ARE SHOWN OR SPECIFIED. WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. A. CONFIRM SURVEY STAKES AND SET ELEVATIONS PRIOR TO ANY 2) SMALLER AREAS SHALL BE COMPACTED BY POWER -DRIVEN, HAND HELD A. ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS", 5.CONTRACTOR SHALL VISIT JOB SITE PRIOR TO SUBMITTING A BID TO REVIEW CONSTRUCTION INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS: TAMPERS. LATEST EDITION. SCOPE OF WORK AND EXISTING SITE CONDITIONS AFFECTING THE PROPOSED 1) TOWER PLACEMENTS AND FOUNDATION ELEVATIONS 3) FINISH GRADE SHALL BE COMPACTED BY SMOOTH DRUM VIBRATOR ROLLERS B. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" PROJECT, INCLUDING BUT NOT LIMITED TO, DEMOLITION, MECHANICAL SERVICE, 2) EASEMENTS AND ACCESS CENTER LINES (GC IS RESPONSIBLE FOR ALL WEIGHING AT LEAST SIX (6) TONS. AND ACI 318 "COMMENTARY", LATEST EDITION. ELECTRICAL SERVICE, ACCESS ISSUES, DRAINAGE, AND OVERALL COORDINATION. OFFSETS) NOTE: DENSITY TESTING IS REQUIRED ON ACCESS ROADS BOTH SUB -GRADE AND CONCRETE REINFORCING STEEL INSTITUTE (CRSI),"MANUAL OF STANDARD 3) ENTRANCE, RADIUS POINTS AND SETBACK/RIGHT OF WAYS (IF REQUIRED) FINISH GRADE. PRACTICE". 6. ALL TELEPHONE/RADIO EQUIPMENT LAYOUT, SPECIFICATIONS, PERFORMANCE, 4) LEASE AND FENCE CORNERS COMPOUND SURFACES ARE ONLY REQUIRED AT CCI DISCREPANCY. CD z INSTALLATION AND THEIR FINAL LOCATION ARE TO BE APPROVED BY CCUSA. 5) METER BOARD PLACEMENTS (EACH POST) TESTING REPORTS SHOULD BE INCLUDED IN THE CLOSE-OUT DOCUMENTS 2. REINFORCING MATERIALS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK: 6) DRAINAGE ELEVATION AND GRADING STATION ALONG THE ACCESS AND PACKAGE. �C: REINFORCING:ASTM A 615, GRADE 60 DEFORMED. WITH THE WORK AND CLEARANCE REQUIRED BY OTHERS RELATED TO SAID AROUND THE SITE. z 0 B. WELDING WIRE FABRIC:ASTM A185 WELDED STEEL WIRE FABRIC. EQUIPMENT. 7. EXECUTION 7) CONSTRUCTION BENCH MARK AND ELEVATION (NEAR THE SITE) N C. SUPPORTS FOR REINFORCEMENT: BOLSTERS CHAIRS SPACERS AND 7• ALL WORK PERFORMED AND MATERIALS SHALL MEET THE HIGHEST TRADE PRIOR TO ANY CONSTRUCTION A. INSPECTIONS OTHER DEVICES FOR SPACING, AND SUPPORTING REINFORCING BARS IN STANDARDS. AS A MINIMUM STANDARD, CONFORM WITH ALL APPLICABLE CODES, 8) ACCESS GATE PLACEMENT (IF REQUIRED) LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48 HOURS PLACE. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI REGULATIONS AND ORDINANCES HAVING JURISDICTION. CONTRACTOR SHALL GIVE 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 CONSTRUCTION OR PLACEMENT OF BACK FILL OR SUB -BASE MATERIAL. . 3. CONCRETE MATERIALS: AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ACCESS DRIVE. B. PREPARATION A. PORTLAND CEMENT: ASTM C 150, TYPE 1. PERFORMANCE OF THE WORK. D. THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE ELEVATION AND THE 1)CLEAR TREES (GROUND TO SKY), BRUSH AND DEBRIS FROM SITE AREAS AND B. AGGREGATES: ASTM C 330 AND APPROVED BY LOCAL D.O.T. AS ALKALI -SILICA ACCESS ROAD TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATION. ACCESS ROAD RIGHT-OF-WAY AS DIRECTED BY PROJECT MANAGER. REACTION REISISTANT. 8. ELECTRICAL SYSTEMS SHALL BE INSTALLED PER N.E.C. AND IN ACCORDANCE E. APPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS. 2) PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC 6:- z WITH ALL APPLICABLE UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE F. GRADE, SEED, FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER (MATERIAL TO A MINIMUM OF SIX (6) INCHES BELOW ORIGINAL GROUND LEVEL. C. AIR -ENTRAINING ADMIXTURE: ASTM C 260 CERTIFIED BY THE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. BRINGING SITE AND ACCESS ROAD TO BASE COURSE ELEVATION, WATER TO 3).UNLESS OTHERWISE INSTRUCTED BY CCUSA, TRANSPORT ALL REMOVED TREE, MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. 9. CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY ENSURE GROWTH. BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL. 4.PROPORTIONING 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)IPRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL AND DESIGN MIX TO PROVIDE CONCRETE WITH THE FOLLOWING PROPERTIES: SUPERVISE AND DIRECT ALL WORK. CONTRACTOR SHALL BE SOLELY AREA OR AS DIRECTED BY PROJECT MANAGER. (COMPACT THE SOIL. A. AS PER MANUFACTURER DESIGN - TO BREAK ACCORDING TO RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, H. AFTER COMPLETION OF CONSTRUCTION BUT PRIOR TO THE FINAL PUNCH LIST 5)WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, REMOVE AND REPLACE MANUFACTURERS TESTING REQUIREMENTS. SEQUENCES AND PROCEDURES AND COORDINATING ALL PORTIONS OF THE INSPECTION, APPLY FOUR (4) INCHES OF STONE (1" OR SMALLER WITH FINES WITH SUITABLE SOIL. B. WEIGHT: 145 PCF. WORK UNDER THE CONTRACT. POST PROPER TEMPORARY CONSTRUCTION AND DUST) TO ALL GRAVELED AREAS (REFER TO GRAVEL PAVEMENT DETAIL). z oQLOLnLn W/C RATIO: 0.44 MAXIMUM (NON AIR -ENTRAINED), 0.35 MAXIMUM SIGNAGE WITH EMERGENCY PHONE NUMBERS AND TEMP ASR/FAA NUMBER 1. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZER TO THE C. INSTALLATION C. (AIR -ENTRAINED). N ICD STONE SURFACES. 1)THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB -BASE COURSE 10.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS w0 r ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND NOTE: NO TOWER STEEL IS TO BE PLACED ON THE TOWER FOUNDATION/S THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL 4. GRADING ACCESS ROAD AS REQUIRED IN ORDER THAT UPON EVEN DISTRIBUTION OF UNTIL THE CONCRETE CURE STATUS IS A MINIMUM OF (50%) PERCENT OF PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. A. UNIFORMLY GRADE AREA TO BE SMOOTH SURFACE FREE FROM SPOILS RESULTING FROM FOUNDATION EXCAVATIONS THE RESULTING GRADE WILL THE TOWER MANUFACTURE'S SPECIFICATION. TESTING REPORTS ARE TO BE IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS CORRESPOND WITH SAID SUB -BASE COURSE. ELEVATIONS ARE TO BE FORWARD TO CROWN OR APPOINTED CONSTRUCTION MANAGER. COPIES OF 11 -ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FEDERAL, STATE AND AND GRADE TO CROSS SECTION, TOPO LINES AND ELEVATIONS INDICATED. FROM FINISHED GRADES OR SLOPES INDICATED. THE EACH REPORT SHOULD BE INCLUDED IN THE CLOSE-OUT PACKAGE LOCAL CODE REQUIREMENTS. 1) COMPOUND SURFACE GRADES ARE TO BE SLOPED TO DIRECT WATER 2)CALCULATED IF ANY, EXCESS SPOILS WILL BE CLEARED FROM JOB SITE AND NOT SPREAD CONCRETE TESTINIG REQUIREMENTS: 12.CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES THAT ARE TO REMAIN. AWAY FROM EQUIPMENT AND SHELTERS TO PREVENT STANDING AND PONDING BEYOND THE LIMITS OF LEASE PROPERTY UNLESS AUTHORIZED BY CCUSA/ AS SAMPLING FRESH CONCRETE PER ASTM C172, EXCEPT MODIFIED FOR CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING WATER. 2) COMPOUND SURFACE SHALL BE COMPACTED TO A 90% MAXIMUM DRY AGREEMENT BY LANDOWNER. -THE SLUMP TO COMPLY WITH ASTM C94. TEST CYLINDER REQUIREMENT: CONSTRUCTION. DENSITY TO ALLOW PROPER STERILIZATION FOR ACCESS TO ALL 3) ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION, PRIOR TO ONE (1) SET OF SIX (6) CYLINDERS FOR EVERY 50 YARDS BATCH OR 1 CUSTOMERS (FOUNDATION CONSTRUCTION, TO PERMIT USE FOR EQUIPMENT PASSAGE AND SET OF 6 CYLINDERS FOR EACH POUR. CYLINDERS (1) SHOULD BE TAKEN 13.SEAL ALL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED OR 3) DENSITY TESTING MAY BE REQUIRED AT CROWN'S DISCREPANCY DUE TO OBSERVATION DURING CONSTRUCTION OF THE SITE. FROM EACH TRUCK FOR AN EQUAL SAMPLING OF THE 50 YARD BATCH OR F.M. APPROVED MATERIALS. QUESTIONABLE COMPACTION OF FINISH SURFACE GRADE OR SUB -GRADE. 4) AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. POUR. -THE 4) DITCHES/SWALES AROUND THE COMPOUND AREA AND ALONG ACCESS 5) WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO NOTE: ALL CYLINDERS SHOULD NOT BE MOVED FROM THE SAMPLING AREA 14 -DETAILS AND SCHEMATICS ARE TO PROPOSE OR SHOW END RESULT OF ROAD. SHALL BE CONSTRUCTED SO TO PROVIDE A SMOOTH TRANSITION REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FOR A PERIOD OF 24 HOUR. ALL CYLINDER SHOULD BE COVER AND DESIGN. MINOR MODIFICATIONS MAY BE NECESSARY TO SUIT JOB CONDITIIONS BETWEEN EXISTING GRADES/SLOPE AND NEW PROPOSED GRADES. SIX (6) INCHES OF STONE. ROLL AND COMPACT. PROTECTED FROM DAMAGE AND FREEZING. AND DIMENSIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OFF THE 5) SITE GRADING AND DRAINAGE SHOULD BE CONSTRUCTED TO PREVENT COMPRESSIVE STRNGTH TEST REQUIREMENTS: WORK. PRIOR WRITTEN APPROVAL BY CROWN IS REQUIRED. WATER FROM ENTERING THE COMPOUND SURFACE OR THE ACCESS 6) PLACE FILL OR STONE IN SIX INCH MAXIMUM LIFTS AND COMPACT BEFORE BREAK 1 CYLINDER AT 3, 7, 14, 28 DAYS. 15. VERIFY ALL FINAL EQUIPMENT LOCATIONS WITH OWNER'S REPRESENTATIVE:. ROAD SUB -GRADE. B. MOISTURE CONTROL -UNIFORMLY MOISTEN OR AERATE SUB -GRADE AND PLACING NEXT LIFT. 7) THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A NOTE: BREAKS CAN BE COMPLETED AFTER 3 DAYS AND BEFORE 14 DAYS WITH THE 2 SPACE CYLINDERS TO CONFIRM REQUIRED STRENGTH FOR EACH SUBSEQUENT FILL OR BACK FILL LAYER BEFORE COMPACTION TO MINIMUM OF TWO FOOT BEYOND THE SITE FENCE AND SHALL COVER THE STACKING TOWER STEEL. 16.DIMENSIONS ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. WITHIN 2% OF OPTIMUM MOISTURE CONTENT. AREA AS INDICATED. DO NOT PLACE BACKFIELD OR FILL MATERIAL ON SURFACES THAT ARE 17,CLEANUP AND SAFETY: KEEP PROJECT AREA CLEAN, HAZARD FREE, AND MUDDY, FROZEN OR CONTAIN FROST, SNOW OR ICE. 8) RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS, c DIVISION 4: STRUCTURAL STEEL -05120 DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND EQUIPMENT REMOVED AND NOT C. STOCKPILING MATERIAL (TOP SOIL OR FILL DIRT,) ON SITE, SHOULD BE PARKING AREAS, AND TO ALL OTHER SLOPES GREATER THAN 2:1. 1.QUALITY ASSURANCE: COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFIED AS REMAINING THE PROPERTY OF THE OWNER, ETC. LEAVE PREMISES PLACED IN AND AREA THAT CAN BE CONTROLLED TO PREVENT WATER, SNOW, g) RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES. IN A VACUUM AND BROOM CLEAN CONDITION: FREE FROM PAINT SPOTS, DUST, OR ICE FROM EFFECTING MOISTURE CONTENT. STOCKPILES MAY HAVE TO SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BE COVERED TO PREVENT ADD MOISTURE SO ACCEPTABLE FILL CAN BE 10 RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. ) ARE SHOWN OR SPECIFIED: MAINTAINING ALL SYSTEMS EQUIPMENT IN A CLEAN WORKING ORDER UNTIL USED. ACCEPTANCE OF THE PROJECT BY PROJECT MANAGER. D. DE -WATERING -PREVENT SURFACE WATER AND SUBSURFACE OR GROUND 1 1) SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER A. AISC "CODE OF' STANDARD PRACTICE". WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED DISTURBED AREAS, AND DITCHES AND DRAINAGE SWALES, NOT OTHERWISE RIPRAPPED. B• AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - 13TH EDITION 18.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION SUB -GRADE, AND FROM FLOODING PROJECT OR BUILD AREA. PLANS TO ILLUSTRATE THE AS -BUILT CONDITION OF THE SITE. ALL E. EROSION CONTROL -MEASURES SHALL BE MAINTAINED THROUGHOUT THE 12) UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES, OR CULVERTS BE PLACED C. AMERICAN WELDING SOCIETY (AWS) D1.1-06, "STRUCTURAL WELDING CODE UNDERGROUND UTILITIES AND GROUNDING SHALL BE SHOWN ON REDLINE DURATION OF THE PROJECT. SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY - STEEL." DRAWINGS AND DIMENSIONED FROM FENCE LINES OR PADS. PHOTOGRAPHS 1. ALL INLETS, DRAINS, PIPES, SWELLS, AND ROADS SHALL BE KEPT ADJACENT TO RAILROAD BALLAST. IF DESIGNS OR ELEVATIONS CONFLICT WITH 2. MATERIALS: ARE REQUIRED. TWO (2) COPIES OF REDLINED DRAWINGS WILL BE PROVIIDED CLEAN AND FREE OF DIRT AND SILT. THIS GUIDANCE THE A & E FIRM SHOULD BE ADVISED IMMEDIATELY. A. STRUCTURAL STEEL PLATES, SHAPES AND BARS: ASTM A 36. TO CROWN AND ONE (1) TO THE A & E FIRM FOR DEVELOPMENT OF THE 13) IN DITCH LINE WITH SLOPES GREATER THAN TEN PERCENT, MOUND AS-BUILD/SURVEY RECORD DOCUMENTS. DIVERSIONARY HEADWALLS IN THE DITCH AT CULVERT ENTRANCES. THE HEADWALL g,HIGH STRENGTH( THREADED FASTENERS: ASTM A 325. 5. SUBMITTALS SHALL BE POSITIONED AT AN ANGLE NO GREATER THAN 60 DEGREES OFF THE C. ELECTRODES FOR WELDING: E70XX OR MATCHING FILLER AS SPECIFIED IN A. BEFORE CONSTRUCTION DITCH LINE. RIPRAP THE UPSTREAM SIDE OF THE HEADWALL AS WELL AS THE AWS D1.1. 1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, TWO COPIES OF THE DITCH FOR SIX FEET ABOVE THE CULVERT ENTRANCE. AND EXITS. D.ALL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE WITH ASTM A 1 23. WAS INCLUDED IN THE CONTRACT, AN ITEMIZED LISTING OF PROPOSED COSTS D. WARRANTY UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING 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 ALL DAMAGE AND SPEC. 2•SUBMIT FOR APPROVAL, 2 CUBIC FOOT OF THE PROPOSED SURFACE RFACE / REPAIR AREA BACK AS CLOSE TO ORIGINAL CONDITION AS POSSIBLE TO LEASE F.NON-METALLIC, SHRINKAGE -RESISTANT, 4000 PSI COMPRESSIVE STRENGTH AREA PROPERTY OR SURROUNDING CAUSED BY CONSTRUCTION. GROUT, PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: COURSE MATERIAL. 2) SOIL STERILIZATION APPLICATION WILL GUARANTEE VEGETATION FREE 1.E000 N.S. BW EUCLID CHEMICAL CO. B. AFTER CONSTRUCTION ROAD AND SITE AREAS FOR ONE YEAR FROM DATE OF FINAL INSPECTION. 1 -MANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRANTY STATEMENT ON 3) DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO 2,MASTERFLOW 713 BY MASTER BUILDERS SOIL STERILIZED. FINAL INSPECTION. GALL TOWER STEEL THAT HAD GALVANIZING DAMAGE SHALL BE REPAIRED IN 2• MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS AND FERTILIZER. 4) LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT, ACCORDANCE WITH ASTM A780, SECTION A2 "REPAIR USING ZINC -RICH 3. LANDSCAPING WARRANTY STATEMENT.(SEE LS -1) WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. PAINTS." 00 CROWN CASTLE 9011 ARBORETUM PARKWAY SUITE 100 RICHMOND, VA 23236 TEL: (804) 330-3134 5661 COLUMBIA PIKE, SUITE 200 KK FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 a r c h i t e c i s FAX: (703) 671-6300 e n g i n e e r s TH op- Ole'" 1� r CHRISTOPHER D �;" MORIN �� No. 032984 YONAL S�C DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE GENERAL NOTES SHEET NUMBER m < cn ¢Q cn cn c5 c- ¢ V) V) V) cn cn CD CD CD z z z z z ¢ ¢ ¢ ¢ ¢ ct:� 0 0 0 0 0 0 z C.D z CD z CD z CD z CD z � z z o z 0 z 0 z 0 z 0 0f 0 0 N N N N N CD m 6:- z cf-- z af z ck� z cL- z z o w D W cl:� W cr- m W ckf 0- W ry a_ W cr- a ¢ z U - z oQLOLnLn W `\ C'4 Pr) N o N ICD N 0 w0 r z m v o w o DRAWN BY: SAK CHECKED BY: BMQ DRAWING DATE: 05-17-17 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME KESWICK (VIRGINIA OIL COMPANY) BUSINESS UNIT NUMBER 830406 SITE ADDRESS BLACK CAT ROAD KESWICK, VA 22947 SHEET TITLE GENERAL NOTES SHEET NUMBER