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HomeMy WebLinkAboutSDP201300027 Plan - Submittal (First) 2013-04-22 VERIZON WIRELESS - "SHADWELL" (EASTON ESTATE) TIER II PERSONAL WIRELESS SERVICE FACILITY Project Description/Request: Cellco Partnership, operating as Verizon Wireless, respectfully requests approval of a Special Use Permit to allow installation of a Tier II Personal Wireless Service Facility (PWSF), with a 87-foot tall monopole on a parcel with an address of 3492 Richmond Road and identified as Tax Map and Parcel Number 79A1 - C - 35 (the "Property"). This proposal will also include the installation of a 245 square foot, 1'-8" high steel platform for outdoor equipment cabinets having a maximum height of approximately 8'-8", and an emergency back-up power generator. The proposed PWSF will be contained within a 2,500 square foot lease area on the Property. The monopole serving this site will be located at an elevation of approximately 404 feet Above Mean Sea Level (AMSL). The monopole, antennas, and base station equipment will all be painted with Sherwin Williams Java Brown - #6090, which is a matte enamel color that has been previously approved as an appropriate color for other Tier II "treetop" facility sites throughout Albemarle County. Two (2) arrays, each containing three (3) flush- mounted antennas, will be installed on the monopole with the highest set matching its top height and the lower antenna array below. All six antennas are needed to deploy the three different technologies for which Verizon Wireless is licensed in Albemarle County. It should be noted that the proposed facility will be located in the same location that was originally submitted and reviewed as SDP-2008-00075. The application was subsequently deferred indefinitely, due to Verizon Wireless' merger with Alltel. Network Objectives: Verizon Wireless is licensed by the Federal Communications Commission (FCC) to provide state-of- the-art wireless communications services within Albemarle County. This includes the Long Term Evolution (LTE) 4G service (700 MHz frequency band), which was recently launched in Albemarle County, the City of Charlottesville and other surrounding counties in July 2012. When ideal coverage is available, the 4G services can provide data upload, download and transmission speeds up to ten times faster than current technologies that are currently available through personal wireless networks. It is important to note that, although PCS (1900 MHz frequency band) can be combined with either Cellular(850 MHz frequency band) or LTE service in one set of flush-mounted antennas, LTE utilizes a frequency band which is too close to the Cellular band's frequency in the federally government's licensed radio spectrum. This makes it impossible to combine the LTE and Cellular signal transmissions within a single set of flush-mounted antennas without interference between the signals. Therefore, the LTE and Cellular antennas must be physically separated on the monopole, requiring either additional height to achieve the necessary vertical separation or a much wider horizontal distance between the required antennas than the County's standard for flush-mounting allows. In this case, Verizon Wireless is proposing that the antennas be split between two vertically spaced arrays in order to meet the County's preference for flush-mounting. It is Verizon Wireless' goal to provide seamless in-building, in-car and on-street coverage and the full range of voice and data services to existing and future customers. With a top height of 87 feet, the proposed monopole at this facility will be approximately 10 feet taller than the reference tree, which will set the second level of antennas partially below the top of that tree. Verizon Wireless PWSF Page 1 Shadwell (Easton Estate) Character of the Area: The Property is zoned Rural Areas (RA), and each of the adjacent properties to the north, east, and west share the same zoning designation. The proposed PWSF will not substantially impact the rural character of the area due to the fact that this site is located in a heavily wooded area that is just south of the eastbound lane of I-64, but at a lower elevation than the right-of-way. This site is also situated at a lower elevation than Richmond Road (US Route 250), which lies nearly 600 feet to the south. Therefore, the existing trees and structures between Route 250 and the site will camouflage views of lower portions of the tower and supporting ground equipment at the facility, thus mitigating the potential for impacts on nearest adjacent properties to the south. Access to the proposed PWSF will be provided from the northern side of Route 250 across from the entrance to Glenmore using an existing driveway that currently provides access to the existing residence on property. In order to allow safe access to the site, the driveway will be extended north and downhill to the facility. The PWSF will be located approximately 85 feet west of the nearest property line, 38.9 feet from the right-of-way for 1-64, and more than 210 feet west of the nearest off-property residence. The Property, identified as Tax Map 92 - Parcel 5A contains 15.61 acres and is located in the Scottsville Magisterial District. The parcel is zoned Rural Areas (RA) in the Entrance Corridor (EC), and each of the surrounding properties shares the same rural zoning designation. The proposed PWSF will not substantially impact the rural character of the area due to the fact that this site is located within a heavily wooded area that will provide camouflaging for the dark brown monopole and also assist in screening the ground equipment cabinet from nearby property lines. There are two existing PWSFs within close proximity to the location of the proposed facility, with the nearest being located approximately 80 feet to the northeast and on the same parcel. The second existing facility is located approximately 160 feet west of this site on the adjacent parcel,which shares common ownership. Compliance with Tier II Criteria as set forth in Section 5.1.40. Verizon Wireless will address any relevant requirements and modification requests in the sections provided below: The County's specific design criteria for Tier II "Treetop" Facilities, set forth in Section 5.1.40(d), are addressed as follows: • 5.1.40(d)(1) - The facility shall comply with subsection 5.1.40(b) and subsections 5.1.40(c)(2) through (9). Subsection 5.1.40(b) (1-5): Verizon Wireless has selected a location for the proposed monopole that is approximately 96 feet away from the nearest parcel line to the east. This exceeds the standard, minimum required setback distance for towers and similar structures, which is equal to 100% of the monopole's height from all parcel lines shared with adjoining lots. However, there are no specific, Section 5.1.40(b)(5) does not specify any setbacks from public road rights-of-way. The facility is proposed to be 38 feet from the 1-64 right-of-way. The attached site drawings and antenna/equipment specifications demonstrate that the PWSF regulations and the relevant site plan requirements set forth in Section 32 of the zoning ordinance will also be met with this application. Subsection 5.1.40(c)(2): The proposed monopole does not require the installation of guy wires, nor will it be fitted with any whip antennas without any further County approvals and proposed grounding rod will comply with the County's size requirements. Any lighting installed at this facility will consist of a low-powered outdoor light fixture attached to a short pole, in full compliance with Section 4.17 of the Verizon Wireless PWSF Page 2 Shadwell (Easton Estate) zoning ordinance and it will only be turned on when service is being performed at the site at night. The light will have to be adjustable under Verizon Wireless' safety standards, as well as Occupational Safety and Health Administration (OSHA) regulations requiring that "each work area and walkway is adequately lighted whenever an employee is present." This will help to ensure that technical operations staff can safely move about the facility during the times when maintenance of the site is necessary. Please note that these times are most often during events of extremely bad weather or after tree limbs, snow, ice or other materials have fallen onto equipment and in the facility site. Subsection 5.1.40(c)(3): The proposed antenna configuration must be mounted vertically in two separate arrays one above the other. The first array will contain three panel antennas, identified as Amphenol Antel Model# BXD-63406380CF [47.4"(H) x 16.8"(W) x 3.5"(D), equaling approximately 796.32 square inches], that will allow for the combining of Cellular and PCS service signals at this site. The second array will hold a new set of panel antennas for the LTE service (identified as Amphenol Antel Model# BXA-70063/8CF [94.6"(H) x 11.2"(W) x 4.5"(D) - approximately 1,060 square inches]. All of these antennas will be installed using "pipe-mounts" that will allow a necessary amount of down- tilting while meeting the County's requirements for flush-mounts (twelve inches maximum between the face of the monopole and the face of the antenna). All antennas will be painted to match the color of the monopole. Subsection 5.1.40(c)(4 and 5): Prior to or in conjunction with applying for a building permit, Verizon Wireless will submit a tree conservation plan by Dave Rosene, a Certified Arborist with VanYahres Tree Company. The plan will provide any necessary requirements and/or recommendations for care methods construction and the construction drawings will also provide the final location of all tree protection fencing and other improvements that are necessary during and after construction. Subsection 5.1.40(c)(6): Should the use of the facility be discontinued in the future then Verizon Wireless and/or its assignee(s) shall be required to remove the facility within 90 days. Subsection 5.1.40(c)(7): Should additional wireless carriers find use in co-locating on the proposed monopole, then Verizon Wireless will submit an annual reports updating the user status and equipment inventory of the facility in the required time period. Subsection 5.1.40(c)(8): No new slopes greater than 2:1 will be created as a result of installing the proposed facility. Subsection 5.1.40(c)(9): Verizon Wireless is proposing the installation of a wooden fence in order to assist in screen the proposed facility from nearby road during the fall and winter. The location and design of the proposed screening fence are shown on the site plan/construction drawings. Section 5.1.40(d)(2): The installation of Verizon Wireless' proposed facility will not require the removal of any significantly sized trees that would be material to screening the facility. In fact this specific location was chosen, in part, because most of the trees to be removed are young, short cedars with sparse limbs that appear to have either been damaged over the years, or just haven't thrived in the shadows of the taller, mature trees. Therefore, the remaining trees area around the site will adequately screen all but the highest portions of the monopole, which will be painted brown in order to blend in well with, or appear as a minor extension above the surrounding treetops. Section 5.1.40(d)(3): Verizon Wireless has not identified any specific Comprehensive Plan resources on the subject parcel or on the adjacent properties that would be adversely impacted as a result of the approving the proposed Personal Wireless Service Facility. Verizon Wireless PWSF Page 3 Shadwell (Easton Estate) Section 5.1.40(d)(4) - Once constructed, Verizon Wireless' PWSF will be the only PWSF located on the Property. There are no existing facilities located on adjacent parcels, or with 200 feet of this site. Section 5.1.40(d)(5) - As indicated in the attached construction drawings, Verizon Wireless' proposed monopole will be designed and constructed so that it is 30 inches at its base and tapers to 18 inches at its top. Section 5.1.40(d)(6): At 87 feet tall (and 491 feet Above Mean Sea Level - AMSL), the proposed monopole will be approximately 10 feet above the top elevation of the reference tree, which is identified as a 18" Wild Cherry that is 75 feet tall (481 feet AMSL), that has a drip line that is approximately 20 feet to the northeast of where the monopole will be installed. Section 5.1.40(d)(7) - The monopole and all antennas will be painted Sherwin Williams Java Brown #6090. This is a color that has been applied to previously approved PWSF monopoles. All of the base station equipment that is installed to support this facility will be painted this same color, and enclose within a screening fence as well. Section 5.1.40(d)(8) - Verizon Wireless is proposing the construction of a monopole tower that will be designed to contain all of the coaxial cables that will run from the ground equipment to both sets of antennas. However, if for some reason it is determined in the future that additional cables for facility upgrades cannot be fit within this pole (which must also be designed to taper from 30" at its base to 18" at the top), then Verizon Wireless will request approval to allow any cables that don't fit inside to be run up the back of the pole (interior to the property), as just as they are allowed for wooden monopoles. Section 5.1.40(d)(9-13) - Verizon Wireless has reviewed and understands all of the remaining criteria for Tier II and Treetop Personal Wireless Service Facilities and will provide any additional information or assistance to ensure that these standards are met. Conclusion: Verizon Wireless is confident that the proposed Personal Wireless Service Facility will meet the design criteria for approval of a Tier II facility and does not conflict with the goals and objectives of the Comprehensive Plan. The approval of this PWSF application will contribute to the deployment of a highly reliable personal communications system in this new market,providing an additional option for high quality personal wireless services to Albemarle County residents in Shadwell area as well as travelers on Richmond Road (U.S. Route 250) and Interstate 64. Approval of this request will enable Verizon Wireless to provide County residents in the Shadwell area, as well as those traveling on Interstate Route 64, US Rote 250 and other nearby roads, with access to high quality, high speed 4G services which are more advanced than those currently available in this market. Sincerely, 44& aL Stephen Waller, AICP GDNsites Site Development Consultants to Verizon Wireless Verizon Wireless PWSF Page 4 Shadwell (Easton Estate) View north from Glenmore of the entrance providing access to the site from Route 25() MI ippip...._ p View south from the existing driveway and toward Route 250 '1$M:r " I • Sly 'i. l a ,i '�7# J •may l ' '‘.lit •s , , 4s? y I 4 4 i * � �yN�i �` + , •'''''''' NA':-.' ''''''ii.4',' ''.,' ' i. ' ... i4 \ _ , `ice j :, Yt 4 F 1. W • Close-u. view of the .ro•osed mono sole location .;f' vi --�• s A ` • , A,It r '• • • t y • I ' . r • loe ;E' :d' _ � a xZl 1,,,�,y -•+=�r�( d- , ..ier,:- . : :• , a.‘,,,, '— ,\, 4,s,..... ..a.;,f0", -' ' '• i View of the top of the reference tree . ram.. <, yi 5 3' : .r 4 :. fit.' Wide view to the north the reference tree and other trees surrounding the proposed PWSF 2` - Ms View to the north of trees between the PWSF site and I-64 -e: :1 r `r + � ,. • hfr r {, i lk . , t, iP. e .:, su J • 1 •..47 . t Jti s / s, xt� • : 1 '4 - H - - / , . t I View east from the PWSF site of the nearb trees and underbrush s - , .� I - ' 9 `` a • Iq+ ,, w f i ,toe, • -1 y' • 1 % I li -01€ �" e. k, .. . • .. er . \ II :+ ( , , -- �_--. N. Mvrt $ ,- - $ r View west from the •ro•osed PWSF's location of more trees surroundin. the site Y . a i Y 4 _,.. ., . . ‘, , .4 ) -... J. ;IA.....,.._, 4 I ,.;-, i .i. 0'.‘4-_,,,,-.....,.. /..,./- '..,.i. ,... I ,f,i , ., .,tii,-;)-i-Ai .., , ,r .*%?,'.,I, .. i - : . ' ' . . -1 .'... '. ' I L 0 ; ,,L View south of trees near the PWSF site • �► s 1 A► A-• A. II4. f - j' View to the west(along a fence line) of nearb trees within the I-64 ri_ht-of-wa . 5\\ 1 } w , L 'may 1 / '4 / t. . IP \ '..1-.•'•" . \ ( -1.., ., , 1. l i \ 1. 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OPERATION OF ANTENNAS AND BASE STATION o�Sy�I �' L'j�: UTILITIES INFORMATION. EQUIPMENT IN A RAW-LAND LEASE AREA EMERGENCY INFORMATION: c } Ya POWER: CENTRAL VIRGINIA ELECTRIC COOPERATIVE (CVE 2 WORKING DAYS C) t<*_ 1-800-367-2832 BEFOREtie, B YOU DIG LOCALORE AND EMERGENCY SERVICES O r r f- �;t t i t' o f _ - • ( l -4,), -��j )! TELEPHONE. CENTURY LINK (434) 296 5833 �sT�(1 �N �'' ,- tif'-�~•L-_ =' IE -- TOLL FREE LOCAL43 29M6 EMERGENCY 07Y POLICE DISPATCH �� �✓ = 1-866-768-1847 % s -'` MISS UTILITY ( ) Lic.No.42897 �o=II j<'�r°• •, '` l` �tf �+�_,.mP� ; _• , ., 'II APPROVAL A ?Y/3 �' I ^ `,,`,`r. -'�'j/ . 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REVISED REVIEW SET JYY 12/07/12 CHARLOTTESVILLE,VA a r e - '- '' 'p} " -,, Il� J 0 * A APPLICATION DRAWINGS JYY 04/12/13 22903 LOCAL MAP NOT TO SCALE Now CONSULTING TEAM PROJECT SUMMARY ALBEMARLE COUNTY INDEX OF DRAWINGS DESIGN: JYY ARCHITECTURE AND ENGINEERING. SITE INFORMATION: PROPERTY OWNER: Sheet Number Sheet Title DRAWN: KAW CLARK NEXSEN REVIEW: 1331 L STREET NW, SUITE 600 3492 RICHMOND AUGUSTAD H. EASTON EASTON GENERALSPP b {C 3492 ROAD CRAWFORD G 1 COVER SHEET TTV ATE 10/D3/12 ;J,. II P'h5 r 1 WASHINGTON, DC 20005 CHARLOTTESVILLE, VA 22903 P.O. BOX 661 zt,-- > , it :r..,snzo;&.!,it'" '• .'_ - •) _ .- PROJECT MANAGER: SMART PATTERSON, PE COMM.NO. 3036.120 7(- 'it;"'=; 11 _-�R0 1., r 3r}` ,,1.? ;'q / 4 _ ..ft_1 11;_ TELEPHONE: (202) 461-3287 APPLICANT INFORMATION: CHARLOTTESVILIE, VA 22902 CIVIL SUBMITTALS ,- �.� _�" '''" 1,<',, „ ._- C-1 SITE PLAN s.,: DESCRIPTION DATE `„- 4 . _ , s 4.(-'-,'9 �11'," / CFAX NUMBER: (202) 461 3266 C-1A TREE INVENTORY -if • pc _ !;} •.. Q ENSITE PLAN 10 25 12 "Z•. , _ _ c ';�C` ,:,, -`f9 ' is 6S\^ .,_r, 1:'. e / / + <^' `` -.' `" // \, �" ` 'q SURVEY- APPLICANT INFORMATION: C-1 B AREA MAP / / 4.�'.� '-T-..'' ''- 't'4 - -'� -L'';',',, s- 47,_ ,'n i. "' �,r' ;,r 1::5i.., .�'.,;.>' 'N rx-,'•; �'-i�� `t% VERIZON WIRELESS Q REVIEW SETE 11 0z 12 , . <T ,: ,•; �' ±t /.>:e c. .' `` CAUSEWAY CONSULTANTS. PC' C-2 ENLARGED SITE PLAN Q REVISED REVIEW SET Iz/aZ/1z �,"'>,,�; '',.a :,� /,_lrt e`'.tip I,.a . ... .� �11"\ 1831 RADY COURT v - 5-j/= '' _ s P.O. BOX 15039 ti;?") '1.- '� ?;L', S,t I~~ `^f';"„(",' ` .- `1: RICHMOND, VA 23222 C-2A GRADING PLAN A APPLICATION DRAWINGS oa/1z/1a _ PROJECT CHESAPEAKE, VA 23328 CONTACT ALAN GUMMO C-2B GRADING PLAN A L"^ J ''" � '� SITE CONTACT ROBERT T WIWAMS,JR, LS. TELEPHONE: '~ 1 `+k-'4*:'` 'j �`�-'". `- - 1 1 N ? (757) 681-1505 C-2C GRADING PLAN A t w !v:+ ="�'`A\ .I%-;'.c.lal .g '' =7: (U,- `' TELEPHONE (757) 482-0474 g -'ly 'y =-11 `�a'=f .'ya ), / FAX NUMBER: (804) 321 0398 u "" C= c il-'svuZ'V..°.,'" "u''''';':4'..:- =i- ^` C-2D EROSION AND SEDIMENT / -'v-4% .ram.::: - t^'T� i,>`.., 1, 9y.« .Lys, r i I !\ i, • n• :4,yam ,:k•:t',,. -iu `: ?s' dc` -I;"rr 4 SPECIFICATIONS AND SOIL ENGINEER* PROJECT DATA: SHEET NAME i'l NONE :1, z,e•<F J' ZONING Yar'n.._sg c L. ✓;�% .�. ''' \h -`''ik ;}i ! RA, EC C-3 ELEVATION VIEW F • COVER SHEET 1;�`�" s � ,,` i•, f:y, .., ; .ter a},a}•r't� ' PARCEL ID 079A1000003500 t it ��✓�r,./ =>`c > ry:. E. r •�.✓5 1,„�1,,„ 1;,,;y +, <�<., ,=�_ � „, - +✓` JURISDICTION C-4 CIVIL DETAILS Jo¢ r-a --? �',r'l4pn-...1.,y. ri' ,,ijY, a 4�--- •• ALBEMARLE COUNTY vr� �,^- s-: e:.;-. ,,.'�+_I =,r -c^; •`�'. . �•• SITE TYPE RAWLAND n f.;.„5;. % : ., TOWER TYPE MONOPOLE '--'=! �;' <e--i, .-id)r' --o;P -�' •1\.- -�----` TOWER HEIGHT .4., . `•.� -. .,.._,, . v,i7s„:1 r,, -,..,-,,=2 t 4,,,.i_v:, 87.D' A.G.L. �:.;1'. .ij -- ' 7T„' f ,.s r' v^ lt3' LEASE AREA i Y, 2,500 SF y r<< yti Af,i f'' ;.%(;t: ' l'r, �, f I' t;13 t• } ?:. Ott ,/ AREA OF LAND DISTURBANCE 5,407 SP FT S, 7 �,ji�"`%S'<: :" / fl'.,._`6y,,;;� __!:,f' 1r" .e4 r ii�?°�yi 7 _ 1-�::�.1r.ice ,':t ��' ` /. , ''':y }4`r 9w�` _! 'f 'O s GEOGRAPHIC COORDINATES: ;, '' , sa+in ,, LATITUDE: 38. 00' 38.8471" N (NAD 83) ®` _( - T',`j'•,er— - 'r„.-AL---'-"'•c I`%: LONGITUDE 78. 22' 41 1121"W (MAD 83) Y` = ELEVATION: r ', '"s';. ;i' '^ 404.0' AMSL (NAVD 88) SKEET NO.. 5' -- ; .�"_ t _,,"'` :�•. -' —�?i ADA COMPLIANCE: _. i, ri' > - SHEET TOTAL. VICINITY MAP NOT TO SCALE SA IS UOT BE AND N C FOR HUMAN HABITATION. R. North SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. 11 E ABBREVIATIONS SURVEYOR'S NOTES CIARK•NEXSEN THIS SITE IS NOT LOCATED WITHIN OR ADJACENT TO A COUNTY DESIGNATED / 0, DIA DIAMETER 1 TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC 'rchitecture &En ineerin; i CONSERVATION EASEMENT. // NUMBER SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C., g S A/C AIR CONDITIONING CHESAPEAKE, VIRGINIA ON 8/30/07 METES AND BOUNDS WERE 1331 L STREET,NW S \ ADA AMERICANS WRH DISABILITIES ACT COMPILED FROM PLATS AND TAX MAP NO BOUNDARY SURVEY WAS SUITE600 "oil AFGABOVE FINISHED GRADEPERFORMED BY CAUSEWAY CONSULTANTS, P.C. WASHINGTON,DC 20005 / tAGL ABOVE GROUND LEVELTHIS SITE IS NOT LOCATED WITHIN ANY SEE ENLARGED SITE 202461.3260 FAX 202.461.3266 AREA DESIGNATED AS AN AGRICULTURAL N ' PLAN, SHEETS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 2. THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE REPORT y,WW.CARKNE�5EN.COM AVE AVENUE #2771-00658 PREPARED BY CHICAGO TITLE INSURANCE COMPANY z OR FORESTAL DISTRICT / y� C, C/L CENTERLINE DATED 9/17/07 ° ji/'�► ` � C.LD. CENTERLINE DITCH ., �j�:"T� CMP CORRUGATED METAL PIPE 3. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF / r "'g CONC CONCRETE RECORD. �. L-.",4<.r, rD.B. DEED BOOK veri Oh wireless � � y�� � DWG(S) DRAWINGS 4. FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE Z� o/ © � • \ 7/?-\, � _ ELEV ELEVATION RATE MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR / �� \ 4 • >� ENODE B RF CABINET WILL NOT BE FREE FROM FLOODING OR DAMAGE. 1831 RADY COURT , /Z N ��\ ) • / / EOE EXISTING OVERHEAD ELECTRIC RICHMOND, VA 23222 / — j 1 EZBFO BATTERY BACKUP CABINET 5. THIS SITE APPEARS TO BE LOCATED IN THE F.I.R.M. ZONE 'X°AS f7�� ' RXR .. "^' I (F) FOUND SHOWN ON COMMUNITY PANEL NUMBER 510006 0295 D r f 1 SPIKE ti , FFE FINISHED FLOOR ELEVATION EFFECTNE DATE 2/4/05. '�H (�, '� FIRM FLOOD INSURANCE RATE MAP P. I}' G'ELEV=40245� 3 j I GIS GEOGRAPHIC INFORMATION SYSTEM 6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY y\ I� _// / L' k GPIN GRID PARCEL IDENTIFICATION NUMBER CONSULTANTS, P.C. / / &• GPS GLOBAL POSTIONING SYSTEM . '. ID IDENTIFICATION 7 MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON STATE GRID f / / 4 ry INC INCORPORATED NORTH, (SOUTH ZONE). MAGNETIC DECLINATION IS COMPUTED AND O r r Ji1ST11;1 1 OON I / / INV INVERT NOT OBSERVED. i�) ;j _ / / INFO INFORMATION `• NIO 100`W / L/P LIGHT POLE/LAMP POST 8. NO WETLAND AREAS HAVE BEEN DELINEATED. Lie.N0.42g97 h� i I r--;8_.0_,. / // LLC LIMITED LIABILITY CORPORATION I y /3 i / / LS LAND SURVEYOR 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS f I SATEL/TESDISH / / / LIE LONG TERM EVOLUTION FROM SURFACE EVIDENCE. 0 � / � OMAX MAXIMUM/ MHz MEGAHERTZ MILE 10. THE TEMPORARY BENCHMARK IS A RXR SPIKE IN THE 20°/i , i1 / / MIN MINIMUM POPLAR, ELEVATION = 402.45./ / �400{y NM1 NORTH ss I iii( I / j 1Z01' NW NORTHWEST SITE INFO: HAD NORTH AMERICAN DATUM SHADWELL NAVDNORTH AMERICAN VERTICAL DATUM EX/STING NO NUMBER T.M.P 79-35 / WOODS OSHA OCCCUUPPATIIOP POWER ON L SAFLTI'AND HEALTH ADMINISTRATION I / N/F EASTON,RAYMOND H, I I P.B. PLAT BOOK LE RAW LAN D ESTATE C/O AUGUSTA C EASTON T T D.B. 453/PG. 531 1 1 EXISTING PE PROFESSIONAL ENGINEER 4.5000 ACRES \ \ . SHED P/PG. PAGE ZONED RA \\ \\ / P/L PROPERTY LINE LAND USE: RESIDENTIAL \ \ T.M.P 79 31 PROJ. PROJECT \ N/F RANNINGS, DOLORES A R/W RIGHT OF WAY RO0 o EXISTING O D.B. 989/ PG. 989 SCH SCHEDULE 3492 RICHMOND ROAD 1 /tn 1 o WELL / 5.6800 ACRES ' a to / I ZONED RA SF SQUARE FOOT/FEET CHARLOTTESVILLE,VA `� r,l LAND USE: RESIDENTIAL sr STREET LEGEND 22903 I / / ' STD STANDARD EXISTING TBM TEMPORARY BENCHMARK EXISTING NEly T-PED TELEPHONE PEDESTAL ALBEMARLE COUNTY HOUSE I TP/ TECHNICAL TEAM VISIT CONG CONCRETE / / •TIP TYPICAL —__— PROPERT LINE DESIGN: JYY I / / VA VIRGINIA _ — — DRAWN: KAW / v a VDOT VIRGINIA DEPARTMENT OF TRANSPORTATIONLEASE AREA REVIEW: SPP / / '� W WEST EASEMENT TTVDATE: I0103/12 I / EX/STING YDS WILL YARD BOOK WB __l COMM.NO. 3036.120 I / EXISTING GRAVEL ROAD /// I FENCE Y I, BUILDING (FOOTPRINT) SUBMLTTAIS / ' X XX - FENCE 0YM. DESCRIPTION LATE i/ 0 A DEMOLITION NOTESENSITE PLAN 10/25/12 Y I / //// TREELJNE L. REVIEW SET 11/02/12 1 REMOVE EXISTING SATELRE DISH Qi REVISED REVIEW SET 12/07/I2 EDGE OF PAVEMENT i / //A EDGE OF GRAVEL A APPLICATION oRAwwcs 04/12/13 �_` / �/ DITCH/SWALE OVERHEAD ELECTRIC A C. LEASE NOTES �86---- CONTOURS A _` �� O MONOPOLE SHEET NAME `- '---1, / / 1 NEW NGREES/EGRES RIZON WIRELESS AND UTILITY WIDE EAS NON-EXCLUSIVE >s POWER POLE fL" `iS' �//' MENT - REMOVE TREE SITE PLAN _ 300.0 ; 2. NEW VERIZON WIRELESS 2,500 SF LEASE AREA. �` R,CHMONp n CONSTRUCTION NOTES GRAPHIC SCALE(S) \_ RD /� l -_ S'` 250 `__ 1 NEW MONOPOLE TOWER, SEE ELEVATION VIEW ON SHEET FOR 22" X 34"PLOT- 1" = 40' 0 20' 40' 80' 1--__ C-3 FOR 11" X 17°PLOT- 1" = 80' GLENMORE ASSOCIATES �- �'J6p h LIMITED PARTNERSHIP f____.,\______7 _ ,,,,.;„.1 , D.B. 3154/ PG. 265 �000-- 154.5510 ACRES _`_ SHEET� - u ZONED RA / LAND USE: RESIDENTIAL -- C ".-6-'-- " 1 I 2 I 3 I 4 I 5 GENERAL NOTES I i I CONSTRUCTION NOTES ® LEASE NOTES CLARK•NEXSEN 1 TREE INVENTORY PREPARED BY CAUSEWAY CONSULTANT, PC. 1. NEW VERIZON WIRELESS MONOPOLE TOWER 1 NEW VERIZON WIRELESS NON—EXCLUSIVE 20' WIDE TREE INVENTORY INGRESS/EGRESS AND UTUTY EASEMENT 'rchitecture &Engineerin. 2. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES 2. NEW VERIZON WIRELESS GRAVEL ACCESS ROAD NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT 133 I LSTREET,NW THAT ARE TO REMAIN. 2. NEW VERIZON WIRELESS 2,500 SF I EASE AREA (282) PINE 36" 466' AMSL 56' SUITE 600 3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR WASHINGTON.DC 20005 COMPENSATION OF DAMAGED TREES. (286) MAPLE 26" 478' AMSL 72' 202-961.3260 FAX 202-961.3266 (288) MAPLE 36" 479' AMSL 72' WWW.CLARKN SEN.COM D (290) WILD CHERRY 10" 470' AMSL 65' 4. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE ` a CONSERVATION PLAN TO BE PREPARED BY A CERITFlED ARBORIST, \R\ (292) MAPLE 18" 477' AMSL 77' AS REQUIRED BY SEC 5.1 40(C)(4) 5. ALL UTIUTY UNES ARE PROPOSED TO BE RUN UNDERGROUND 1` (294) MAPLE 24" 478' AMSL 79' WITHIN THE UTILITY AND ACCESS EASEMENT SHOWN ON THE PLAN (1044) WLD CHERRY 18" 479'AMSL 73' veri gn wireless AND INDICATED ABOVE IN NOTE #4. FINAL LOCATION OF UTILITY (1045) WILD CHERRY 18" 468' AMSL 61' LINES WILL BE DETERMINED BY THE COMPANIES PROVIDING 1831 RADY COURT ELECTRICAL AND TELEPHONE SERVICES. '11037) PARADISE 10" 451' AMSL 51' RICHMOND,VA 23222 *(1039) CEDAR 10" XXX' AMSL XXX' �:. (1040) CEDAR 12" XXX' AMSL XXX' a4,4 0. L 11 Qp�� (1041) BLACK GUM 8" XXX' AMSL XXX' A,. � L/ (1042) CEDAR 12" XXX' AMSL XXX' O — — — *(1049) TWIN CEDAR 10" XXX' AMSL XXX' � j — *(1050) TWIN CEDAR 10" XXX' AMSL XXX' O," /�JUSTIN}T �7OON f ,I 40 lik *(1052) CEDAR 6" 446' AMSL 45' C. Lic.No.42897 r N *(1056) CEDAR 8" XXX' AMSL XXX' / r36 PINE (282) \ /t y l3 4Z.' / 06 (1058) RED MAPLE 18" 447' AMSL 48' 'tP 4'/ C / \ *(1061) CEDAR 8" XXX' AMSL XXX' ���> � / *(1062) TWIN CEDAR 8" XXX' AMSL XXX' `Sti5'f � ,1i yy�� 36"MAPLE(288) OI V�Y Li� P6"MAPLE (286)--..\n / Nt © , t,' *(1066) TWIN CEDAR 10" XXX' AMSL XXX' / *(1068) CEDAR 10" XXX' AMSL XXX' qTE 17�D, / — 4� r- W/LT EkR (7045) *0070) CEDAR 10" XXX' AMSL XXX' SHADWELL �I BLACK GUM (7047) 7� _ 7 "CEDAR (1042)�_ *TOTAL MATURE TREES TO BE REMOVED: 34 I . rr� \ NOTE: PLEASE SEE PLAN NOTE 70' WILD C ERRY(290) ' ' < NOTE: REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD RAWLAND II *70) •— i11k4krt I t� 70"TW/N 7044J �� ,. .70" TAR (10 .' .�, 18"WILD CHERR• 1D" �fi'R I(706B) �I REFERENCE TIPS _ Alky Ahik "6..CEDAR 1052) M�� �'�` #r � - ; � ■,��= �j�� ,;�' � ��� `�� LEGEND 3492 WCHMOND ROAD o � . �i.71.12" ► CHARLOTTESVILLE,VA 75"MAPLE(292) � r .7p"CEDAR (103.1J� 1L\� 22903 ■ e�-1r*' �!W11 .,,, -' I TREES TO BE REMOVED "r 4sa �1-��� ir., ,,)io-ip ARAfJIS�E(1037) ``'' 1 *- - �' i: mi i * / ALBEMARLE COUNTY BCEDAR (1067) '` I / DESIGN: pry 4r:.�.� yyDRAWN: KAW PLE(294)—? :0 -�---• ��/ - REVIEW: I O .■ / �\\ SPP 7062) ■ , •.m TTV DATE: 10/03/12 TWIN CEDAR ( — �N.. ■ . ■ .— — FIELD STAKES "* L COMM.NO. 3036.120 \ ` •8"CEDAR (7058)' / �� 11 SUBMffTALS (TYP OF 5) / \ NOTE— TREES SHOWN ON PLAN BUT NOT LISTED ON TREE SYN. DESCRIPTION DATE GROU�OF SMALL CALIPER 7B^RED !APLE�tI'6.5$1,--''" \-�" { CEDAR TREES�TO 8E REMOVED / O INVENTORY ARE 6" OR LESS CAUPER PARADISE AND CEDAR ,L ENSIE PLAN 10/25/12 TREES. A \1\ REVIEW SET 11/02/12 \ l \ / 1 REVISED REVIEW SET 12/07/12 " { ,,5 DUP OF SMALL CALIPER PARADISE `{ { A APPLICATION DRAWINGS 04/12/13 E i TREES TO BE Rf/ADVED (�P) 1 Q g. \ A o..: J .50' RADIUS FROMACENTER OF TOWER w. { \ 1 SHEET'WE It \LL ____ _ 2 ;1 \ TREE INVENTORY \ a NOTE — ALL UTILITY UNES ARE PROPOSED TO BE RUN 1 1 7 UNDERGROUND WITHIN THE UTILITY AND ACCESS EASEMENT \ 1 A SHOWN ON THE PLAN AND INDICATED ABOVE IN NOTE #4. 1 1 { FINAL LOCATION OF UTILITY UNES WILL BE DETERMINED BY 11 \ THE COMPANIES PROVIDING ELECTRICAL AND TELEPHONE SERVICES. U I — I I I I I Fe ENLARGED SITE SURVEY FOR 24"X " PLOT— 1" = 10' 0I 10' 20' 1. � 17 9l�Ei NO: FOR 11"X 17" PLOT— 1"= 20' C- 1 A 1 / \ CLARK•NEXSEN ti `� �f `���� <✓ �I • `v / ' �� NOTES. •rchitecture &Engineerin; Nm i1141010 , 441110�KESw' D41' 1331 LSTREET,NW ���1 ' � �� O1 OF TOWER WASHINGTON DC SUITE600 o �_ ��� 1 1 •• _ ,% a '� N: 3891626.60 / i '� ' ����` �O ••,� E. 1 1518042.79 202.4ww 60 m 202•%L3266 �� ��� i�� a LATITUDE. 38'00'38.8471" N (NAD83) �"MA•� �w•coM ��' , , ��. ��\� ,I � " , LONGITUDE. 78'22'41 1121" W (NAD83) a �' `/ �� ` ��� ` .� ELEVATION: 404.0' AMSL (NAVD88) ��'�� 1 at ` O2 2000 RADIUS FROM OF TOWER !� , '11'''': � 4ram,... t11� p `� .0. ;� f�`,�imi n� ^ veri� wireless .(Jigt �� _�_ / 1 \ � ���_— Ilat � ` �� 3 EXISTING DWELLING, TYPICALr �I% ��� o �� \ „„ 4,„ ,� fl ` 1831 RADY COURT isarm-40,<,, .0%.?.., -1,1-vA,.. 7-t:It...4. '- 4.1 �\ , — 1.��.,j� 1 tikleialismioiffiv. � a� IIW oo ,:::�'�H Off' L.... _ ,JP'N . ,_ __,,,7 --_ I.4.1.1 ,,,,01, 04„.-----11110 "1111 ..________1-% -- _.-- .-- c-f‘_--44, p• t/e,-/t--%— ,.;,.. 3 o �1— ♦� � � w. - - 4 )'\\ , �, ��y �* Lic.No.42897 Vic, (' -444‘,,, N'Ow%.,. . V ir Ale - , 4.,.. ,r- A. 0. JUSTIN Y TON --- �— -� �.�. '� ,�1\ 0 •Cul r '7 f t /��.► :0A. 4,,,,s,,,s,,140/Nr:/ -ca.� �killIlhtir„ .� t.� .,x.- --- -- �,fi -- ©�/� '� ! int�► ,\ SITE INFO. ••.,_ iimpoka".11114411 � /�1 -:.....- -. ,JAL ' : �` Ni I' �� �� ` SHADWELL '" '. ..414 ,1;7t., k‘,.. 0403* " sHA. ., it �. `���•_ 1 '�� dI I'1! � . RAWLAND �RD\ `\ ��(It.g.4 .-4 � a • i ,....4411011111 �•IN D• \SHA7 , _ `. `•g. ii _ 01 Il/ /`..._.:*. �...� �"-.;n.: iprop . Iit) '4/ �k 40 wit - / ���._ � I/ !/ ' 3492 RICHMOND ROAD • � CHARLOTTESI/ILLE VA (it;iN'ek� ri .7Iffw-r4.---t,"PIP •,� a: tom?te ' � .��� �. �ss,`►� �\ c' ALBEMARLE COUNTY " r I e , .4 \f\NI �, / \~\�s �n, 1 \ DESIGN: JYY KAW �� ��I/✓ / /111PY N� I � ,i%► / ` REVIEW: SPP 1 4, V N ,i TfVDATEIOiD3/121 �� �� \\/ ` �\ �il ,f / c` / } COMM.NO. 3036.120/ ` \/ A\_. 1 \\\` / i SUBMITTALS 4i /25/12 , ././� \\ 1 / !� `��� / :� �II, SYM. DPLAN PIlON417E I • `9 / �- 0-0/ \ 1 /r• \N� \ / �� A ��`; i , / A REVIEW sEr 11/02/12 f . _ i \� Qj REVISED REVIEW SET 12/07/12 Y e ` _. �`� o / ' _ �� /.�naaurrnON DRawwcs Da/1z/13 a � 1114p,O,,.Y L• �` A A vailioratMila\ ' NitilliFi. N l*ii .-- ..,v c* NTH , ��; �►a��,. p .. �1�,, All , . o �, A AREA MAP SHEET NNIE 1r ,------mn I /� � /r FOR 21" X 36• PLOT - 1' = 300. 0 300' 600' AREA MAP FOR 11" X 17" PLOT - = 600' f, SHEET NO.: 0 C— lB E NOTES C LARK*NEXSEN EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN. 1 PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME 'rchitecture &Engineerin: a THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND 1331 L STREET,NW 1 CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR UTILITIES (PUBLIC OR PRIVATE)THAT MAY EXIST AND CROSS SUITE 600 COMPENSATION OF DAMAGED TREES. OPERATION OF OUTDOOR LIGHTING FOR THE THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN WASHINGTON,DC 20005 1 FACIUTY SHALL BE PERMITTED ONLY DURING ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY"AT MAINTENANCE PERIODS. 811.THE CONTRACTOR SHALL BE RESPONSIBLE FOR 202-461.3260 FAX202i61.3266 $ , REPAIRING, AT HIS IXPENSE, ANY EXISTING UTILITIES DAMAGED WWW.CLAAXNEXSEN.COM 1 DURING CONSTRUCTION. a 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE .\ '- INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE LATEST V EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL CHECCKED PERT DIICALLYDO DIENSURENTHEYCE O REEFUNCTIONINGD Verim wireless --- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- AS INDICATED. 1831 RADY COURT r 1 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE RICHMOND, VA 23222 \.., ALLOWED. ri.".���r �'4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL TH n , O ESTABLISH RESPONSIBILITY PERMANENTOF VEGETATIVE TOR TO COVER.SEED AND ., '> ` Lf 're5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS /�� �� 18"WILD CHERRY (1044) REFERENCE TREE iJ OF CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE i CONTRACTOR. ALL WORK SHALLBE PERFORMED IN CrJUSTIN Y YOON -- OACCORDANCE WITH OSHA REQUIREMENTS. c_:, ;r 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND L c.Ne.42897 0 CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES •,-d. O I AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 'r1t� �'/T /13 ��; 7 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ��> ~� 1.i I ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. -1.):7 V iONAL - �� \ / I 8. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE 0 I VERIFIED IN THE FIELD. C 0 ._. I :•:1:..-.:-.:Y:::. ,-.- ME INTO.: 0 CD 7 ri CONSTRUCTION NOTES SHADWELL ),..„. 5 I ' '.' 1 NEW VERIZON WIRELESS MONOPOLE TOWER, SEE ELEVATION VIEW :".: :::� ■ /�''� ��\ ON SHEET C-3 1 \ 40 L 2. NEW VERIZON WIRELESS GRAVEL ACCESS ROAD RAW LA N D ❑AI I _ A-i_-I .I _ ®_ +A /G4���`_-_ S- \� 3. NEW VERIZON WIRELESS STEEL PLATFORM ��1 / - \ MP) 14 L K 11 1 13 I - I� 1-1 �\ 4. INSTALL NEW GRAVEL WITHIN UNITS OF COMPOUND I I I ' 3492 RICHMOND ROAD I- I _I ', te- 3 \ 'i� 5. NEW VERIZON WIRELESS ICE BRIDGE ❑ 6. NEW VERIZON WIRELESS FENCE CHARLOTTES�IILLE,VA m , N / 7 NEW GENERATOR ON 6' X 12' CONCRETE PAD 22903�y / ❑ 3.01 I—I�II I1"t ` N 8. NEW VERIZON WIRELESS UBS 850 MHZ CABINET ALBEMARLE COUNTY J ❑1 _�� j 9. NEW VERIZON WIRELESS UBS 1900 MHZ CABINET DESIGN: Jy( I \/ DRAWN: KAW ❑ 0 ❑ I 0 ; �� / 10. NEW VERIZON WIRELESS LTE ENODE B REVIEW: $pp I 6 1 O * ` ❑ \�� / 11 NEW VERIZON WIRELESS LTE EZBFO �/��° IOA)3/12 ) I I COMM.NO. 3036.120 L J 1 0 o ;� ❑ ❑ N \��\ © 12. FUTURE VERIZON WIRELESS AWS ENODE B SUBMITTALS SYM. DESCRIPTION DATE © 15 ��\ 13. FUTURE VERIZON WIRELESS AWS /�N. ENSnE PLAN 10/25/12 • 1 A' REVIEW SET 11/02/12 ' 10' SPARK RADIUS \� 1 14. NEW CONCRETE PIERS (TYP) Q� REVISED REVIEW SET 12/07/12 `-'--` 1 11 A APPUCATION DRAWINGS D4/12/13 1 1 15. NEW LPG TANK ON 4'X11' CONCRETE PAD A m % /NEW FENCE (TYP) ® m TO -- 8'-8"A.G.L. Q I ill" A _ _ 8'-6"A.G.L. % 4� ® LEASE NOTES A o T-p- - - $ 1 I 1 NEW VERIZON WIRELESS 20' WIDE NON-EXCLUSSNE 9-�P NAME 00 0 I_-_'I 11 II 1 I INGRESS/EGRESS AND UTILITY EASEMENT. SEE SHEET C-1 FOR I °°° I 11 11 �° ' ' I CONTINUATION. ENLARGED SITE 4 0 o I I I I I 6'-0"A.G.L. 1 o _ L__ 11--J' _ _ - — 1 I PLAN ---'� I 2. NEW VERIZON WIRELESS 2,500 SF LEASE AREA. 0 8 9 I ■■■ I -� ■■■ . 1 1 i o o I I 11 11 I I N x o o L___J I I x x o o , ■■■ I ,i - ■■■ - - x li I 1 GRAPHIC SCALE(S) o I I 1' 8"A.G.L x I I I X - - x x 0' 0"AG.L FOR 11"X 17' PLOT- 1" _ 10' 0 5' 10' P. SECTION'A'EQUIPMENT ELEVATION VIEW N0. FOR 24"X 36" PLOT 1° = 3' 0 3' 6' C_ FOR 11"X 17" PLOT - 1° = 6' 2 r-- LARK•NEXSEN --_ — rchitecture &Engineerin; 409 1`t 09` 1331 L STREET,NW _ SUITE 600 WASHINGTON,DC 20005 - 20 61 3260 FAX 2@i6I 3266 -ill -_-:__4 08 - -� 1114_4►8__ - 2�www.CIAwwocSFN.COM %\• •••••,-.°'''.. =- //r- _�_--407 -------- CONSTRUCTION NOTES verivn wireless ---__� ," _ "_" -�"�-= 1 NEW VERIZON WIRELESS GRAVEL ROAD. 1 h itailii------- i - " --- 4p6" SEE DETAIL 2, SHEET C-4. RICHMOD, VA 23222 _"-__ --- " 2I NEW TREE PROTECTION. SEE DETAIL 1, SHEET C-2D. t1��i 5 405 � � __ I�I NEW 18" RCP 20 L.F a� �j,�H nF' 1 -' SEE DETAIL 4, SHEET C-4 S y'104. 0' O7P TP _---- E SSNG � ' TP 4 0 8" WILD CHFR 'REf NCE TREE f y _ JUSTIA Y XI -IT -- n \- ------ r DAY '-�i o T., , . _ Z \ _-___= Lic.NQ.42897Io O.�o •'W ,�,/,► __A03' " © EROSION CONTROL LEGEND l��r yIt3 ; -403- _ �•�•~• ��` � 1' . 1 """_ ` / tQ NEW EXISTING ?� �� -- ___4p "Aso: �fit..1 �� •�' TREE PROTECTION \ter I iNta i .� .Tp 2 a= = ii � TP J - f 1 �. [ ` :.�� _ _ XXX.XX SPOT GRADE I , 11. "-- a I �r - xxx- CONTOURSINFO:• --- -' f 1 - 9TE �_ -- -_ -_ �? � xxx �— 4 • Oral; = _ --- 1 SHADWELL -4=s ,-----4 $ �� '�11► 1 " I // NO AREAS OF CRITICAL SLOPE WITHIN THE PROJECT AREA - b TOS = 404.2 • �s � I I 1 // 42 " - TOC fi 3492 RICHMOND ROAD _ 400.so' . 1 A 't a', 403.25' i 0 . { 400.00' ` ,p0- CHARLOTTESYILLE,VA =� ■- 41 = 1 RADING NOTES 1 G 22903 N I .--,,,,,,A,. c �` 1 ALL ELEVATIONS ARE FINISHED GRADE. --____398 -i 1-.. _ tP — _ - — ._ (k- % _______2_,.. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. ALBEMARLE COUNTY 399.00' -- _ �( `� — 3AND _____________ � "--�-_,`� PLACE GEOTEXTILE FILTER UNDER COMPOUND DESIGN: fYY -- -- _ _ di d! _ j ;; GRAVEL ACCESS ROAD. USE TYPAR 3401 OR DRAWN: Icgyy d1 - •.di`_— \ !--- EQUVALENT. REViE: �SPP - 1.---------------- -------------------- TTV DATE: 10 12 � ""-- CALCULATION COMM.NO. 3036.120 _ " — �• SUBMITTALS 397 �� es ---- ---------------- - \ \ 3 9(� _ COMPOUND SURFACE: t960.87 SQ. FT. SYN. DE9CF0PIION DATE __ d.( \ �(( �- ^ ENSOE PIAN 10/25/12 ` " - 1 1 GRAVEL SURFACE: t4376 38 SQ. Fi - l- -® EV Ew sEr R 11/02/12 Av a REVISED REVIEW SET 12/07/12 0• APPIJGTION DRAWWCS 04/12/13 — \ \ A -396 -- \ \ INV 50' SHEET NAME t 3 1 1 '- 395 _ _ GRADING LL EXISTING — ---- _— i PLAN r ` DRY DITCH n -- urvDERsrolkY 3 9 4 = — — t i TREES 9 INV 395.50 393 -3_ -- -- �- -- -- --�-- -- -- -- -- - - -- \ 4�T NO.. 11 FOR 11" X17"PLOT- 1" = 5' 0 5' 10' C-2A 1 GRADING PLAN MATCH LINE- SEE SHEET C-2B FOR „"X ,7"PLOT - 1" _ ,D• CLARK•NEXSEN MATCH LINE— SEE SHEET C-2A MATCH LINE — THIS SHEET •rchitecture &Engineerin; �„, 1 1 1 1 133IL STREET,NW SUITE 600 1 1 1 I WASHINGTON,DC 20005 {' ` ' _ 202.961.3260 FAX 202.961.3266 \ ' \00.0000000.0 '\ WWW.CLARQJEXSEN.COM \ \ a 1 1 ° I 1 i , ; veriLon wireless -A 1831 RADY COURT bCtJ r CDRICHMOND, VA 23222 'I ` I i1 i i f� 7v ►1 CONSTRUCTION NOTES .'4� a1}�H �F In NEW VERIZON WIRELESS GRAVEL ROAD. 7ZI�'� �' a ' , , , , 73/1 1 : ;' SEE DETAIL 2, SHEET C-4 AJ /��8` O n NEW TREE PROTECTION. JUSTIR Y VOON f \/ / I SEE DETAIL 1, SHEET C-2D. C ''40 -Q Lic.No.42897 ,, Q01 /tY/l3 ��.' I/ , , ' , , 1,/0 r•-x• N, p ,4 I ' ERE INFO: , G� EROSION CONTROL LEGEND SHADWELL i y ------400-_____ '' NEW EXISTING �b'a ' IN, ' TP TREE PROTECTION 1\°� 0 i ,,� ;1 f xxx.xx' SPOT GRADE RAWLAND ; {XXX�_� XXX— CONTOURS 1 • • 3492 RICHMOND ROAD 'o% NO AREAS OF CRITICAL SLOPE WITHIN THE PROJECT AREA CHARLOTTESI/ILLE,VA 1 ©• 22903 x, • 4A1 ALBEMARLE COUNTY IJ// I •' DESIGN: „� 1 DRAWN: KAW REVIEW: SPP °4 1 '1 'cl GRADING NOTES IT/DATE: 10)03/12 u ,'' COMM.NO. 3036.120 ,,'' 1 ALL ELEVATIONS ARE FINISHED GRADE. SUBMITTALS \.'(1 v 2. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. S1T1• DESCRIPTION DATE ,' '� �� A ENSUE PIAN 10/25/12 I \ 3. PLACE GEOTEXTILE FILTER UNDER COMPOUND AND A / / GRAVEL ACCESS ROAD. USE TYPAR 3401 OR REVIEW SETRE 11 Dx 12 F EQUVALENT Qi REVISED REVIEW SET 12/07/12 Y 'x, �.c. �' A APPLICATION DRAWWGS 04/12/I3 c 3 1 1 A'`< 0 1 Q '� 1�1 -aSHEET NAME: �' • GRADING PLAN , y MATCH LINE — THIS SHEET MATCH LINE — SEE SHEET C-2C SHEET�F NO.: GRADING PLAN FOR 11" X 17"PLOT— 1' = 30' D 15 30_ C- 2B CLARK•NEXSEN Architecture &Engineering _ _ ___�__ __T _ __ MATCH_L - EE SHEET C-2B g g I 1331 L STREET,NW I \.:,tSUITE 600 ��4 I `,Q WASHINGTON,DC 20005 1 1 (p 202-461.3260 FAX 201961.3266 1/ �,� VVNN>!CLARIQJD6EN.COM ,' \000.000000000fo''' /1 \1 11 �\N 1\ 21 o verim wireless ►; \'' \ \\ 1831 RADY COURT \ RICHMOND, VA 23222 11 ,1.-- . EXISTING CONSTRUCTION NOTES I �� �,TH o f \ \ SHED [Ti �$ ,p ' I NEW VERIZON WIRELESS GRAVEL ROAD. . ��Y �' \ SEE DETAIL 2, SHEET C-4_ j /�G - �l \\ � \Y 4 2 NEW TREE PROTECTION. o. JUSTIN Y YOON '' • \.-Cu ZZ _- ----------- ) SEE DETAIL 1, SHEET C-2D. �' ' \� c.No.42897 \ �\ [TiJ I BEGIN NEW ROAD IMPROVEMENT C.\-.\ A i ONA t, t- • \ 6RE INFO: 2.. 2 \ 2i" EROSION CONTROL LEGEND SHADWELL .� Q ��� -; NEW EXISTING _ ��` U TP TREE PROTECTION ��� /xxx.xx' RAWLAND r SPOT GRADE �2 \\`�-� `\�N XXX -XXX- CONTOURS A... 3492 RICHMOND ROAD ,�` ,-'\ NO AREAS OF CRITICAL SLOPE WITHIN THE PROJECT AREA _�` CHARLOTTESVILLE,VA a • 425 �. 22903 ��' �\ ALBEMARLE COUNTY �� \ I I DESIGN: JYY _ 426--- _ DRAWN: KAW I MG REVIEW: SPP TTV DATE I0103/12 MG II I'I GRADING NOTES I COMM.NO. 3036.120 1 1 ALL ELEVATIONS ARE FINISHED GRADE. SUBMfTTALS I ' ., 11 I 2. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. • DEStFUPTION RATE 1 A ENSNE PLAN 10/25/12 3. PLACE GEOTEXTILE FILTER UNDER COMPOUND AND /,\ REV EW SET 11/02/12 I I .. GRAVEL ACCESS ROAD. USE TYPAR 3401 OR Qj REVISED REVIEW SET 12/07/12 1 EOWALE ff y I A APPLICATION DRAWINGS 04/12/13 E 1 \ 0 o I I I\ -, A I I A I \: sHEE11 I _---irwv I \\\9 GRADING PLAN 4 AI; kii i 1 '1 \ , SHEET Na: z FOR 24' X 36"PLOT- 1' = 5' 0 5' 10' GRADING PLAN FOR 11' X 17"PLOT- 1" = 10' nTZ2MT C-2 c CLARK•NEXSEN TABLE 3.32—E (Revised June 2003) rchitecture &Engineerin; PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA SEED 1331 L STREET,NW SUITE 600 LAND USE SPECIES APPUCATION PER ACRE WASHINGTON,DC 20005 Minimum Care Lawn Tall Fescue 95-100% TABLE 3.31-8 202461.3z60 FAX 202i61.3266 (Commercial or Perennial Ryegrass 0-5% (Revised June 2003) wwv✓.anwwFxsEN.cort Residential) Kentucky Bluegrass 0-5% TEMPORARY SEEDING SPECIFICATIONS TOTAL. 175-200 lbs QUICK REFERENCE FOR ALL REGIONS ‘1\ '' High—Maintenance Tall Fescue TOTAL. 200-250 lbs SEED Lawn APPUCATION DATES SPECIES • APPLICATION RATES VCI'I� wireless Tall Fescue 128 lbs 50/50 Mix of Annual Ryegrass (lolium General Slope (3:1 or Red Top Grass or Creeping Red 2 lbs Sept 1—Feb. 15 multi—florum) & Cereal (Winter) Rye 50-100 (lbs/acre) 1 SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING 1831 RADY COURT less Fescue 20 lbs Sesional Nurse Crop Total: 150 lbs (Secale cereale) TRENCH UPSLOPE ALONG THE LINE OF TO THE POSTS. POSTSRICHMOND, VA 23222 6' MAX 12 1/2 GAUGE MIN MESH SPACING _ Tall Fescue 108 lbs Feb. 16—Apr. 30 Annual Ryegrass (lolium multi—florum) 60-100 (lbs/acre) _ I I 6" MAX rYH �LOW—Maintenance Slope Red Top Grass or Creeping Red 2 lbs Ma 1—Au 31 IFescue 20 Ibs y g• German Millet 50 (Ibs/acre) n /(Steeper Than 3:1) �. 1 1 Sesional Nurse Crop 20 lbs ��y' I� Crownvetch Total: 150 lbs FERBUZER & LIME _ ,` • Apply 10-10-10 FERTILIZER at a rate 450 lbs./acre (or 10 lbs./1,000sq ft STEEL OR WOOD'./ � �+' • Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons/acre POST IMBED 3' r 4 T i r �,✓ + (or 90 lbs./1,000 sq ft) o JUSTIN Y YO NN 1— When selecting varieties of turfgrass, use the Virginia Crop Improvement Association NOTE: C.J VCIA recommended turf rass varietylist, Qualityseed will bear a label indicatingthat they) 9 1 —A soil test os necessary to determine the actual amount of lime required to adjust are approved by VCIA. A current turfgrass variety list is avalible at the local County the soil pH of site. 3. ATTACH THE FILTER FABRIC 4. BACKER".AND COMPACT '• Lie.No,42897 Extention office or through VCIA at 804-746-4884 or at TO THE WIRE FENCE AND EXTEND THE EXCAVATED SOIL. 2 — Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or /f j. /3 http://sudan.cses.vt.edu/html/Turf/turf/publications/aublications2/htmt fT INTO THE TRENCH. ) by other means. 2— Use seasonal nurs crop in accordance with seedind dates as stated below: Off, February 16th — April. Annual Rye 3 — When applying Slowly Available Nitrogen, use rates available in Erosion & sediment ,,O May 1st — August 15th. Foxtail Millet Control Technical Bulletin 14, 2003 Nutrient Management for Development Sties at z �S'S' + �� August 16th — October Annual Rye <..,.,,,, �1- f ONAL k' htto:/www.dcr.state.va.us/sw/e&s.htmifpubs /�• November — February 15th. Winter Rye ,,,,mf•rtr,,,r 3— Substitute Sericea Lespedeze for Crownvetch east of Farmville, VA (May through / jig r./ � • SKEW .: September use hulled seed, all other periods, use unhulled Sericea). If Flatpea is used, '' ^� increase to 30 lbs/acre. If weeping lovegrass is used, including in any slope or low SHADWELL maintenance mixture during warmer seeding periods, increase to 30-40 lbs/acre. EXTENSION OF FABRIC AND FERTILIZER & LIME WIRE INTO THE TRENCH. RAW LA N D ALTER FABRIC � GROUND LINE • Apply 10-20-10 fertilizer at a rate of 500 lbs./acre (or 12 lbs./1,000 sq. ft.) I • Apply Pulverized Agricultural Limestone of o rate of 2 tons/acre (or 90 Ibs./1,000 sq. • ft.) V NOTE WIRE —A soil test is necessary to determine the actual amount of lime required to adjust the ���^' l/ soil pH of the site. 3492 RICHMOND ROAD —Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by TEMPORARY SILT FENCE other means. CHARLOTTESVILLE,VA —When applying Slowly Avalible Nitrogen, use rates avalible in Erosion & Sediment Control NO SCALE 22903 Technical Bulletin 14, 2003 Nutrient Management for Development Sites at btto://www,dcrstate.va.us/sw/e&s.htmlipubs ALBEMARLE COUNTY DESIGN: ,JYY DRAWN: KAW REVIEW: SPP TTV DATE I0/D3/12 COMM.NO. 3036.120 1t SUBMITTALS , 9 SYN. DE90JPTION DATE II jI II"'lll Qi ENSfE PLAN 1a/25/12 11 Ill I REVIEW SET 11/02/12 P�.'./ IIIIIIIII & REVISED REVIEW SET 12/a7/12 Y DRIP UNE ` k >%Id z APPLICATION DRAWPIGS 04/12/13 E m_w o / 1 !6 I =2 =O Q dt1,.. 4� _2 ‘6 o\v, z SHEET NAME l I - ‘"' '4 " o EROSION AND 4 sou iiiSEDIMENT ••/ CONTROL 2" X 2" STAKES DETAILS AND 2 NOTE. AT 4' C.C. DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" SPECIFICATIONS ii TREE PROTECTION a SHEET SCALE 3 NO.: 2 C-2D E T �n NOTES 0 OVERALL HEIGHT/TOP OF TOWER APPURTENANCES (LIGHTNING ROD) C�xK.NEXSEN ELEVATION = [493.0'±] AMSL \ 18" MAX 1 NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN 0 TOP OF TOWER/TOP OF ANTENNAS Architecture &Engineering e CONJUNCTION WITH THE NEW TOWER. ELEVATION = [491.0'±]AMSL s 2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND 1331 LSTRUIT,NW WILL BE 1" DIAMETER (3) NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS SUITE005 WASHINGTON,DC 20005 ELEVATION = [83'-0"±] A.G.L 202.461.3260 FAX 202461.3266 74▪ 3. MONOPOLE, ANTENNAS, EXTENSION PARTS AND ALL NEW GROUND = NMMJ.QARIQJDCSEN.coM EQUIPMENT WILL BE PAINTED TO COUNTY APPROVED COLOR, A ,, SHERWIN WILLIAMS (#6090) JAVA BROWN - _ - - - TOP OF CANOPY t!iiio \ --- 4. NO POINT ON THE FACE OF THE ANTENNA SHALL PROJECT MORE ELEVATION = [481 -0 ±] AMSL THAN 12 INCHES FROM THE FACE OF THE EXISTING STRUCTURE (3) NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS TO WHICH IT IS ATTACHED Y ELEVATION = [78'-6"±] A.G.L. verim, wireless 5. TO THE EXTENT POSSIBLE, ALL VERTICAL CABLES, WIRES, AND 1831 RADY COURT SIMILAR ATTACHMENTS SHALL BE RUN VERTICALLY WITHIN THE - RICHMOND, VA 23222 MONOPOLE'S STRUCTURE. REMAINING CABLES, WIRES, ETC. WILL SEE ENLARGED VIEW, THIS SHEET BE AFFIXED TO THE OUTSIDE OF THE POLE ON THE SIDE FACING U 7 INTERIOR OF THE PROPERTY 44 �� 444 ,0-j H OP :,**-t., ---\ `s f�. ANTENNA NOTES WILD TREE AS 18"AMSL � % - OQ I o JUSTIN �T00N ,1 1 ANTENNAS ARE TYPICAL FLUSH MOUNT DESIGN USING `:, J• MOUNTING COLLAR, BRACKET AND PIPE MOUNTS. Lic.No.4289? ,, 2. ANAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON r 4/1Y/,3 AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - ANTEL BXA-70063/8CF pi!, Q�` 0 �S,SfONAL L DIMENSIONS - 94.6"(H) X 11.2"(W) X 4.5(D) 4. PROPOSED ANTENNAS - ANTEL BXD - 63406380CF DIMENSIONS - 47 4"(H) X 16.8"(W) X 3.5"(D) SnE1NFO. NEW VERIZON WIRELESS 87.0'A.G.L MONOPOLE 12" MAX *HEIGHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS. S H A D W E LL _I I SEE DETAIL 2, THIS SHEET - FACE OF NEW LTE (4G) RAW LA N D ANTENNA (TYPOF3) I!I i'll !N1t!f !II MOUNTING COLLAR V � (TYP OF 2) / Tir ' _�MOUNTING PIPE i 3492 RICHMOND ROAD TYP CHARLOTTESVILLE,VA FACE OF NEW PCS/CELLULARDUALBAND ANTENNA22903 � • (TYP OF 3) Q w DESIGN: COUNTY FACE OF NEW MONOPOLE DRAWN: KAW l REVIEW; SPP TTV DATE 10/03/12 COMM.NO. 3036.120 NEW MONOPOLE SUBMITTALS SYM. DESCRIPTION DATE ENSf1E PLAN 10/25/12 NOTE: ^ REVIEW SET 11/02/12 FENCE NOT SHOWN FOR CLARITY �� REFERENCE TREE REV SED REV EW SET 12/07/12 ENLARGED VIEW - _ ,APPLIGTIDN DRAWMGS D4/12/13 Y NOT TO SCALE L E. A TOWER BOLTS A / (TYP) - — SHEET_ _ �NAMBEGINNING OF POLE ELEVATION VIEW _i�i•i�_ _ _ \ / ELEVATION = [404'-10"±] AMSL � NEW VERIZON WIRELESS EQUIPMENT r PLATFORM WITH OUTDOOR CABINETS. In TOP OF FOUNDATION i - - - — - - - - - - - ��i���i���i� �ii•�i�� �� / ELEVATION = [404'-6'±] AMSL i'`i'``i'\��'`p``�'`i'`� :���i'`����j`���`i'`�'` 30" MAX / .>4:4_4��:��:4>��: a>4:4:4a�:4:4>Q i I / / / FINISHED GRADE OTOWER AMSL 1 - "`+w�• ELEVATION = 404'-0"t AMSL TOWER FOUNDATION�— — -SEE ENLARGED VIEW, THIS SHEET [ ] BY OTHERS Na ENLARGED VIEW ELEVATION VIEW C-3 NOT TO SCALE NOT TO SCALE VERIFY FINISHED MATERIAL 6'-0" VARIES SEE PLAN 8' 0" TYPE' CLARK*lrl',ASE1� REQUIREMENTS WITH CONSTRUCTION MANAGER PRIOR TO BID 1" MIN. ABOVE G BEIWEFN EACH LINE POST EXISTING GRADE rchitecture &Engineerin; 12' _ 1331 L STREET,NW EXISTING 1 1/2" PER 6' OF SLOPE 1 1/2" PER 6' OF SLOPE - - - _ _ ' _ _ _ _ SUITE 600 vv GRADE - - - - - - 'gam- - T WASHINGTON,DC 20005 �''_ I I 7n 202-461.3260 FAX 202-461.3266 •:,rA? -.•�. / NWWV.CIAWQJEJCSQJ.COM i/\I. /\ �AT5 ICROWNMINIMUM /\\\/'/\ / - - - - - - - /// \� I \ 5 o \//\�\ �%�/\��%\/�h /�/�`/�/� \%\/�/�/�l�/�/\\%/ -I- — - — — — — — — +- /// (`^ \\\ _ _ EXTERIOR 5.10EFACILITY „\/\ �. .\\�/\�/\\.s\\s\\\\,,\\s.\\/.\\,.\\.\�� .,\ /\\�,`�//./i.. i lo © o o /// \� © I ' 0 veri gn wireless COMPACT ROAD BASE GEOTEXTILE FABRIC WHERE MATERIAL REMOVE ORGANIC REQUIRED. VERIFY WITH -r - - /L \� I MATERIAL (3° MINIMUM) CONSTRUCTION MANAGER PRIOR TO — - - - - id . �� 1831 RAIN COURT RICHMOND,VA 23222 BID ©Or ° 1Jah 1 _ r� y.., t , i1_ ©O 'i'= F_,ii n f/i��Y ►1► =11-! 9.III II II 11 IP:II 11 IL 11 .-II II I II.II-1 Pil ! A. _ __ __ A 1 n=7 .° -..-. =H Z .1.: 1- ....1.r.1.1€3i1�1.5r1E.1.r�IF.IFIr-4.L4.LEJ-Fr IS�L�.-4E. EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR ALL Q j I O _ I ITT 0 Q �yTH I a� LY r A CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND }�gr ° o l' N' ROADWAY AREAS.THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED • 1'-6' I . I WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK "� 6-' WITHIN PREPARATION & FOUND ATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED. ,g rt %`-C) , --r .T J-'g.' + it 51 THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR UNSTABLE SOIL J " f' O T11 NOON 1 CONDITION. • B. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY �I 12" I� '1 j CONTENT AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE I I Lic.No.42897 , // REFERENCE NOTES: GENERAL NOTES: ' TYPICAL ACCESS ROAD CROSS SECTION 0 4�rs//3 �., � 1 CORNER, END OR LINE POST: 4" X 4"TREATED LUMBER SPACING FOR 1 INSTALL FENCING PER ASTM F-567 ! NO SCALE LINE POSTS IS 8'-0" TO I MAX. 2. INSTALL SWING GATES PER ASTM F-900 '/'5 6 2. TOP RAIL& BRACE RAIL. 2° X 4"TREATED LUMBER. 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT `'.YJQ\AL, ti� 3. 1" (NOMINAL) X 6" - 8' DOG EARRED FENCE BOARDS. CEDAR PREFERRED. SHALL BE COMPLIED IF REQUIRED. VARIES 4. USE GALVANIZED (OR BETTER) NUTS, BOLTS AND WASHERS TO 1 TREATED ACCEPTABLE. MOUNT ALL SIGNS (SECURED THROUGH FENCE BOARDS). STFE INFO.: 9" MIN 4. 1 1/2" MAXIMUM CLEARANCE FROM GRADE. 5. 2" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID SHADWELL w31yI 1 1 •�`I"`I�IyI�1 • WALK. 11 K '�re ;r„ C �±`st•I►t a ��_�'� -NO.57 COARSE AGGREGATE 6. 4" COMPACTED 95% BASE MATERIAL OR AS DETERMINED BY CONSTRUCTION (3" MINIMUM) ORGANIC MATERIAL MANAGER DURING BID WALK. ALL WITH SAND iYF• 7 FINISH GRADE SHALL BE UNIFORM AND LEVEL. RAW LAND 4" AGGREGATE BASE MATERIAL 8. DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO TYPE 1, NO. 21A INSTALLATION. TYPICAL BOTH SIDES OF GATE. 6"-MIN- 9. GEOTEXTILE FABRIC. c��.;��.:+r.;��.;� 10. GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME. 4 OZ. N0N-WOVE N a��� !z• FILTER FABRIC 'Alh•Mre.R.6: SEE PLAN FOR PIPE INVERTS 11 POST CONCRETE FOUNDATION (2000 PSI). AND PIPE SIZE ND ROAD RICHMON D GRAVEL MAT (#57 STONE) COMPOUND FENCE DETAIL 3492 CROSS SECTION OF PIPE CULVERT COMPACT TO STABILIZE PIPES NO SCALE CHARCHMOVILLE,VA NO SCALE 22903 NEW WOOD FENCE / / DFALBEMARLE COUNSIGN: rr x DRAWN: KAW REVIEW: SPP 12" MIN TTV DATE: I0)03/12 A 6" X 20" STUB UP AREA COMM.NO. 3036.120 xx SUBMfTTALS MIN 3000 PSI CONCRETE SYN. DESCRIPTION IA E X NEW FENCE POST A ENSUE PLAN 10/25/12 SEE GENERATOR PAD Q REVIEW SET 11/02/12 SECTION A-A BELOW /,\ REVISED RENEW SET 12/07/12 FOR TURNDOWN A APPLICATION DRAWINGS 04/12/13 X NO.57 COARSE AGGREGATE A I I ' 2'-0" I I 30 - - - 5 AT 18° O.C. WITH 3' BOTTOM LAYER OF MIRAFI I I CLEAR COVER AT PAD EDGES A csi r d HP570 GEOSYNTHETIC. L I 1.-2" 6"x6"-W2.9xW2.9 �� 1/2" CONTINUOUS Q EXTEND 2' BEYOND CHAMFER is: - TOE OF AGGREGATE _3 WELDED WIRE FABRIC �I N0.57 COARSE AGGREGATE SHEET NAME . 1 - SLOPE, ALL AROUND JJJ =1 I =1 I I =1 111=1 =1 = _�I- x x x x ax 1I 11-1 11=1 I I . ; -:1=1 I1=1 11=1 I1=1I I—' �'� . �� c, CIVIL DETAILS 4 I I I1 11=1 11=1 .' } _ I =1 111 I I—III—I' 1 z'-o° N �,1 " '11E111=111 1—I 111=1 I 1-1 I I: _ III-1I1-1 " -I I1=� 1I1—III— NOTE: 1 1 :I 111-1 I II - ' 1—I 111 I II I-I I' CONTRACTOR TO COORDINATE CONDUIT STUB-UPS THROUGH THE NO.57 COARSE AGGREGATE III I STUB UP AREA TO ENSURE NO REINFORCING BARS ARE CUT. 6" MINIMUM COMPACTED SUBGRADE /I I II z o -111=1 ' -III COMPACT TOP 6" OF CONCRETE TO BE PLACED AROUND THE CONDUITS, AFTER CONDUIT 6" 8" m -36 -III • ' `•.1- SUBGRADE/BASE MATERIAL STUB-UPS ARE INSTALLED WITHIN THE STUB UP AREA. . w TO 95% DENSITY PER ASTM " D-1557 GENERATOR PAD DETAIL GENERATOR PAD SECTION A-AOh (1) $4 CDNT NO SCALE NO SCALE a SECTION -COMPOUND AREA NO SCALE C-4