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Home My WebLink About42-08 AT&T Corp. - Equipment Bldg. Expansion - Stonewall - Backfile (2)v+ c O 0 4j i W i c� w i c 0 c v a x W 4 4_ 0 M d �n +' o v � ao N N Q N 7� � U 0 ma o� as s�W PROPOSED SCREEN/NGI&IfFER £W) EX/SNG DECIDUOUS TREE I t� =EX/SANG EVERGREEN TREE I COWTRACTOIR TO INSTALL A COMBINA AON Of- THE FOILLOWING.- LAW50N FALSE CYPRESS-CHAMAEC AR) LEYLAND CYPRESS- X CUPRESSOC Al EASTERN RED CEDAR-AINIPEROUS VIRGIN PIN 43-A-129 LIGHT WILLIAM & SAND RA INSTR. 060012117 6001 SSE RESIDENTIAL ZONE: RP --- - 15' BRL VIUlwy �yUl�/y =�Ulwy� D . y€ �iYlw4� yulwy--,nnA�� 4,3 — A ay�Ulwy� =�\Ulwy�i,�IINA��` �3�4/1 A�`� aYlwy� ��9nIlA�� 1 3 �a�yUlwy>i €�9 Qe?�Ulwy� M �< �UlwyVlw/rL �i/flllA� �Ulwy �o e ��9 Fe< �9 ��yUlwy�ynllA�Ulw ok �yYlwy �4/IAA > �e , ynllA� A111\ r4 >€° � y� °�naaR�! � � as eye` ynAA�`� ' ��II��_ pSEp Oj �'IIdG� �9- °nl nnA PR r 15' BRL PA c--678 77.6 S lv^ YI C _v\ Ulwy Ql v h' �9nIlA� TREE S LAW50N/ANA 6' Ht. LELANDII 6' Ht. %ANA 6' Ht. B y O THERS) t4 J I i L 1 RLL ^ ') �40I4", sCLEAR yYlw L of woo ,.-.000 �O 1K -67 n0 C 0 0 EX ? S)a?r ° IX ME2L � ,CWA,6R,,�,fW ---- —� EX I sra+Y . PAVED OR WWAY gLOCK (a f (TO a P 16' [3 0 I EXISTING CONDITIONS SCALE IA �=50' 11695 SF /rnpervious area existing condition SCALE Is 50' inn ITION ♦♦�♦♦�♦♦♦♦♦♦,� , . • • S TOR) , I 1. SET POSTS S AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 4„ F 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FABRIC FLOW1 TRENCH 2. STAPLE WIRE FENCE TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. POST EXTENSION OF FABRIC AND WIRE WIRE INTO THE TRENCH SILT FENCE (WITH WIRE SUPPORT) NO SCALE SILT -FEN SPEC. 3.0 i -67 z.�EXy? S7(/PY _ - IX »VU a .� X P,V, �MYfWAY Nc a rA � EROSION AND SEDIMENT CONTROL — PHASE l & ll SCALE 1 "-50' PROJECT NARRA TII/E., I I I 0 I I <J 0 PIN 44-A-24 RI TA WILSON INS TR. N070014065 SE RESIDENTI, ZONE: RP 8, pIN 43_A-132 HALL & MELISSA HELSEY- WESLEY HELSEY' SR. INS TR. 050026775 SE RESIDENTIAL ZONE: RP 7 /l A / / A / /% Irl / / / / rl / A / /1 T A r1 / / / A T/ en A / EXIS77NG BUILDING. 943 SF PROPOSED ADDl770N.• 2,075 SF TO TAL: 3, 018 SF BUILDING HEIGHT- 16' ZONING: RP BUILDING SETBACKS REOU/RED.• FRONT 35' SIDE: 15' REAR.- 50' TOTAL S17F AREA: 1.13,38 ACC, D/S7Z/RBED AREA: 0.3 AC. The site plan proposes the expansion of an exisiing facility operated and awned by AT&T The existing site consists of a consolidation of properties which now contain: o single family brick dwelling, 2 paved driveways w/0 aprons on Route 11, o block building which houses the above ground equipment and allows for the access and maintenance of it. The site is relatively flat, with mature hardwood trees of the front, sides and rear. Paved parking spaces are located in the front of the block building to be utilized by AT&T employees when maintenance is required. The facility is otherwise unmanned. In order to serve the needs of new commercial sites in the vicinity, the existing facility requires expons/on. A building addition to accommodate this is proposed. The existing dwelling shall be demolished. The existing drive voo and parking shall be part/ally demolished and additional access drive shall be provided. To remediote any visual impact, evergreen trees shall be planted as screening to the north, as necessary, and to the roadway as requested in preapplication meeting. The view of the site from the property to the soutk should remain unchanged. Due to the fact that the site is relatively flat, runoff will sheet flow to the east, will not be concentrated, the impervious area shall not be increased (see tabulation, this sheet, adequate outfoll exists for this development. Vbries BITUMINOUS SURFACE (SM-9.5A) STABILIZED SUBGRADE 6" AGGREGATE BASE MATERIAL (21—A) TYPICAL SECTION PAVEMENT oSCALE EROSION/S/L TA TION CONTROL NARRA 77VE PROJECT DESCRIPTION.• This plan proposes the expansion of an existing telecommunications facility on A I acres The amount of disturbed area for construction will be approximately. J acres EXISTING CONDI RONS- Ai/s site is approximately 15X wooded with the remaining 7OX covered with gross and light vegetation. The site contains an existing house, on existing block building containing telecommunication equipment, and has existing hardwood trees spaced around the lot. The site is flat, between 1 Xto 2X grades with no steep slopes ADJACENT AREAS.• Existing dwellings to the north and south. Vacant to the east and west. OFFSITE AREAS.• There will be no offs/te disturbance. CRITICAL EROSION AREAS - There are no critical areas EROSION/SIL TA T/ON CONTROL MEASURES - PHA SE 1 The Arst phase of construction shall be the placement of the silt fence as shown on this sheet. PHASE 2 Silt fence to remain in place until stabilization is complete. PERMANENT STABILIZA 77ON Once the construction is finished, the entire disturbed area is to be permanently seeded in accordance with Specification JJ2 of the Virginia Erosio and Sediment Control Handbook. Prior to the application of the permanent seeding, al/ slopes are to be roughened" in accordance with Specification J25 the Virginia Erosion and Sediment Control Handbook. This specification require that shallow grooves of steps be cut into the slope in order that the permanent stabiization wiz/ be better able to become established. SOILS 146-Frederick-Poplimento looms, 2to 7X slopes rTY YAP .SCALE 1 2000' T' 0 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DALE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISNRBINGACIINTY AS SET FORTH IN THE PLANS. OWNER/Df-W&L OPER SAL I [E ir,L ,i-, A TT& T CORP. �_PPI�V� One AT&T Way Bedminster, NJ 07921 Attn: Mr Robert Ericksen -- -- p JW,4a- 908-234-8819 NOTES 1. ALL CONSTRUCA6W SHALL CONFORM TO CURRENT fREOER/CK COUNTY STANDARDS AND VIRGIN/A DEPARTMENT OF TRANSPORTA AON STANDARDS AND SPECIRCA AONS. 2. THE PROPERTY /DENAFICA AON NUMBER FOR THE SUBJECT PROPERTY /S 43-A-130 AND /S CURREN7Z Y ZONED RR 3. TOPOGRAPNIC /NFORMAAOW SHOWN WAS PREPARED BY DEWBERRY LLC, 6W 6118108 BOUNDARY INFORMAAOW PREPARED BY MARSH & LEGGE DATED APRIL, 2008 DATUM.• WIRGINIA STATF GRID NAD 198-T CONTOUR INTERVAL: 2' 4. ALL EX/SAl1'G UNDERGROUND UAL/AES SHALL BE PHYSICALL Y LOCATED PR/OR TO COWSTRUCTi6W /N THE VICINITY OF SAID UAL/AES. 5. ALL OUTDOOR LIGH77NG MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES AND ROAD RIGHT -OF -WA YS 6. ALL URLIRES MUST BE UNDERGROUND. APPLICAL'LE E & S CONTROL MINIMUM STANDARDS.' 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after Anal grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at Ana/ grade but will remain dormant for longer than 30 days Permanent stabilization &1,ol/ be applied to areas that are to be left dormant for more than one year 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapoing measures The applicant is responsible for the temporary protection and permanent stabilization of al/ soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. J A permanent vegetative cover shall be established on denuded areas not otherwise permanent/y stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enouy, iv suirkim anc' will kdnbit erosion. 4. Sediment basins and trap4 perimeter dikes, sediment barriers and other measures intended to trap sediment shu/l be constructed as a Arst step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 7. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable creria.- a. No more than 500 linear feet of trench may be opened at one time. A Excavated material shall be placed on the uphill side of trenches d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. RestcMization shall be accomplished in accordance with these regulations f. Applicable safety regulations shall be complied with. 8 Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public rood surface, the road surface shall be cleaned thoroughly at the end of each day. Ssd/ment shall be removed from the roods by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision sh,7/1 apply to indiv/dual development lots as well as to larger land -disturbing octivities 9. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the loco/ program oufho7ty. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures s,'na/l be permanently stabilized to prevent further erosion and sedimentation. 10. Properti;:s and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwoter runoff for the stated frequency storm of 24-hour duration. APPROVAL BLOCK APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR Zoning Administrator Dale Note: Site plan valid for five (5) years from approval date. MID P. BOEING # 033126 NO.1 DATE I DESCRIPTION I BY I ENGINEERS SEAL & SIGNATURE 0 70 0 w co co co w o 0 z�0 O p C Cal U �,4 J >ii � :o o 3 l2l m � p L, a t` ILI y�CdooA W 4 Lr) 7j Z g CL A, WCTJ F__ c VJ c W 0 U U)le U W 70 U`L CZ Z 0 -0 U V ) U) rn z � Q X W W LL N 0c O Plan Number Drawn By CJL Designed By CJL Checked By DPB Date JULY 2008 Scale 1 "=20'/As Noted Sheet 1 01 1 File Number SP-279