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HomeMy WebLinkAbout15-03 Auto Service & Sales Center - Back Creek - BackfileAUTO SERVICE AND SALES CENTER SITE PLAN LOT 4B, COMMONWEALTH BUSINESS CENTER FREDERICK COUNTY, VIRGINIA GENERAL NOTES 1. The property delineated on this plan is Lot 4B containing 1.31 acres in the Commonwealth Business Center located on Commonwealth Boulevard, in the Shawnee Magisterial District in the county of Frederick, Virginia. The developer of the property proposes to construct a 3,800 square foot building for the purposes of automobile sales and service. Construction plans for this site also include approximately 0.24 acres of outdoor automobile display area. The site is currently vacant. 2. Property Owner/Developer : Contact: Mr. Dave Holiday Holiday Construction Company P.O. Box 2715 Winchester, VA 22604 Telephone: (540) 667-2120 3. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Property boundary and topographic information on these plans was provided by Marsh & Legge, P.L.C. Land Surveyors. 5, Site Data: Parcel Area: 1.31 Acres -after subdivision P.I.N: 75((A))911 Zoning: B-3 (Business Industrial Transition District) Magisterial District- Shawnee Existing Use: Vacant Proposed Use: Auto Sales and Service Front Yard Setback (R.O.W.): Required - 35' Provided - 212.50'+ Rear Yard Setback: Required - 15 Provided - 88.33' Side Yard Setback: Required - 15' Provided - 32.5'+ Maximum Building Height: Allowed - 35' Proposed- 20' (1 Story) F.A.R. (Floor Area Ratio): Allowed- 1.0 Proposed- .169 (3,800sf/57,063.60sf= .07) Building and Impervious Area Coverage: Building Footprint Area: Asphalt Pavement: Concrete Pavement. TOTAL IMPERVIOUS AREA: 3,800 sf 38,112 sf 499 sf 42,411 sf (or 74.32% of the site area) 6. Storm Water Management: provided for by existing off -site pond. See original construction plans for Commonwealth Business Center. 7. Landscaping, Screening, and Buffering: See Landscape Plan (Sheet 5/6). 8. Lighting: By others. 9. Parking Space Requirements: Property Line Setback: Required - 5' (Front Yard) Provided - 14.7'+ Required - 5' (Side and Rear Yard) Provided - 6'+ Spaces Required: Office Space: (1) per 250sf Auto Sales. (1) per 400sf of interior display area (1) per 3,000sf of exterior display area Auto Service: (3) per service bay TOTAL PARKING REQUIRED: CUSTOMER AND EMPLOYEE PARKING OUTDOOR DISPLAY AREA PARKING (not required) TOTAL PARKING PROVIDED: 500sf/250= 2 spaces required 1,500sf/400= 3.75 spaces required 10,440sf/3000= 3,48 spaces required 3 boys x 3= 9 spaces required 18.23 spaces requireG 21 spaces (including 1 HC) 58 spaces 79 spaces 10 Loading Space Requirements: None Required (1) for first 10,000sf of floor area- (3,800sf/10,000=.38 spaces) 11. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. Provide accessible routes to each building to meet ADA standards. 12. Signs: As allowed by Zoning Ordinance, Setback 10' from property line. Attain required sign permit prior to installation. 13. Environmental Features: Wetlon s - No wetlands have been identified on this site. Flood plain - The F.I.R.M for Frederick County, Virginia, community -panel number 510063 0115 B shows the parcel area to be outside the 100 and 500 year precipitation event. Sink Holes- No sink holes have been identified on this site. Steep Slopes- Steep slopes are defined by the Frederick County Code as slopes exceeding 25%. The area of steep slopes allowed to be disturbed is 25%. No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves greater than 1/4 acre. TRAFFIes IMPXE fptacles: None Proposed _ DATA SOURCE: ITE MANUAL, SIXTH EDITION LAND USE: 841 - NEW CAR SALES PROPOSED GFA = 3,800 SF TRIPS BASED ON 1000 SF GFA: WEEKDAY: 37.50 X 3.8 = 112.50 TRIPS AM PEAK HOUR: 1.84 X 3.8 = 6.99 TRIPS PM PEAK HOUR: 2.50 X 3.8 = 9.50 TRIPS SATURDAY: 21.03 X 3.8 = 79.91 TRIPS PEAK HOUR: 2.97 X 3.8 = 11.29 TRIPS SUNDAY: 10.48 X 3.8 = 39.82 TRIPS LAND USE. 840- AUTOMOBILE CARE CENTER PROPOSED GFA = 3,800 SF TRIPS BASED ON 1000 SF OCC. GROSS LEASABLE AREA WEEKDAY AM PEAK HOUR: 3.22 X 3.8 = 12.24 TRIPS WEEKDAY PM PEAK HOUR: 4.01 X 3.8 = 15.24 TRIPS 75((A))9II LOT 4B 63((A))86 /DAVZID B. HOLLIDAY H P. HOOD, INC. ONED: B-3 ZONED: M - 2 EX. USE: VACANT EX. USE: INDUSTRIAL PR USE: AUTO DB: 935, PG. 739 SALES/SERVICE LOT AREA: 1.31 acres DB: 942, PG: 1182 ------- --------_, - -�-- - - - - -fir--= _ - � - - - - - - - - \ -- -� 75((A))91G III I I I III � � 11 II II II LOT 4A II III I I 1 11 I SPIDERWEB III TECHNOLOGY_ LLC ZONED: B 3 III` 1 1 I I I �X. USE: COMMERCIAg1 �DB: 954, PG: 1648 ,I II ,i / LOT 5 ' / \\�T ..�.�.!,rp1 af1, q IIII _ / I II 75((A))91C LOT 6A # LOT 3A TrDAVID B. HOLLIDAY ZONED: B - 3 LOT 6 _.<�.I j i/ / 75((A))91D III EX. USE: VACANT /II -- / LOT 4C II LOT AREA: 6.0238 acres / 2 - Jill, _� DAVID B. HOLLIDAY I ZONED: B-3 ' ' �� V ld""- / ' \ • �/ i/ / EX. USE: VACANT LOT AREA 1.59 acresi I I / LOT 1 75((A))91B I \ \ ` LOT 2 CLUSS PROPERTIES OF VIRGINIA, LLC - `� \ \ ZONED: B-3 `♦ ` VACANT DB: 948, PG: 1134 \♦ PROJECT DESCRIPTION Preparation for the construction of the proposed project will include the rough grading of approximately 1.3 acres of land. Grading operations will generate fill and cut material which should be utilized on -site. Existing Site Conditions The site is open with mixed grass vegetation and is currently vacant. The construction area generally drains toward the Commonwealth Boulevard right-of-woy 100' 0' 100' SCALE: 1 "= 100' 300 ABBREVIATIONS ASSY. ASSEMBLY BF BASEMENT FLOOR BLK BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT FF FIRST FLOOR FFE FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT, LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MB MAIL BOX MH MANHOLE MSP METAL SIGN POST NDC NOSE DOWN CURB N.P S. NO PARKING SIGN NRT NO RIGHT TURN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED REDUCER R.O. ROCK OUTCROP SAN SANITARY STD. STANDARD T.B.D TO BE DEMOLISHED T B.R TO BE REMOVED TB.P TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC XFMR ELECTRIC TRd,';SFORMER WL WATERLINE WM WATER METEf, WPP WOOD POWER POLE WSP WOOD SIGN POST WTP WOOD TELEPHONE POLE wV WATER VALVE` 5'R RADIUS IN FEET x00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION CONSTRUCTION NOTES Adjacent Areas 1. The existing utilities shown on these plans are based on available information The The northwestern boundary of the property is adjacent to an existing commercial development The northern boundary is adjacent to CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing an existing industrial development and the eastern property line is adjacent land that is currently vacant. Along the southwestern work and for any damages which occur by the failure to locate and preserve these utilities. If the boundary is the Commonwealth Blvd. rignt-of-woy. CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and Off -site Areas assure the continuance of service. Call "MISS UTILITY" ® 1-800-257-7777 two days prior to any During clearing and grubbing, the site contractor may transport off -site the residue from the existing vegetation. During earthwork excavation. operations, the contractor may import or export materials as required to achieve final grades and specifications. 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at all times. EROSION AND SEDIMENT CONTROL MEASURES: 3,02 Initially, a 12'w by 70) temporary stone construction entrance will be constructed near the entrance from Commonwealth Blvd. 3. Cut and fill slopes shall not to exceed 2-horizontal to 1-vertical unless otherwise tolled for on the The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may plans. require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto 4. Controlled Fills: roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or A. Controlled compaction shall occur in oil fill sections for pavement, trenches for utilities and tracked onto roadways will not be permitted under any circumstances in other areas as designated on the plans. B. Controlled fills shall be compacted to 95% density as determined by methods per standard 3.05 Silt fence will be installed in selected locations downstream from the construction area as a first measure of construction. Silt proctor ASTM D698. Density shall be verified by a qualified soils engineer. fences shall be inspected after each rainfall an.d at least once daily during prolonged periods of rainfall. Any required repairs shall be C Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, made immediately. Damaged, decomposed, or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed beginning from the existing ground surface, unless otherwise approved in writing by a qualified after each storm event. They must be removed when deposits reach approximatley one-half the height of the barrier Any sediment soils engineer deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with existing grade and stabilized D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the 3.07 A block and gravel drop inlet sediment filter will be installed around each of the proposed storm water drop inlets immediately some density as the controlled fill to be placed thereon after installation. The structure shall be inspected after each rain and repairs made as needed Sediment shall be removed and the E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, trap restored to its original dimensions when the sediment has accumulated to one-half the design depth of the trap. Removed woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. 3.08 Silt fence will be installed as culvert inlet protection at the upstream ends of culverts. Silt fences shall be constructed and 6 Add topsoil adjacent to the backs of curbs to allow for settlement. maintained as previously indicated above under section: 3.05. 7. BENCHMARK: The designated job benchmark shall be the existing stormwoter structure located within the 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be Commonwealth Boulevard Right-of-woy, in the entrance to the adjacent Spiderweb Technology property. Elevation= 744.07 uniformly spread and rolled to a minimum depth of 6" or as tolled for on the plans. Topsoil shall not be placed while in a frozen of Confirm benchmark elevation with Marsh & Legge, PLC, 540-667-0468. wet condition. 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and 9. Where plans call for matching existing pavement, the CONTRACTOR shall provide cut joint or mulched. To coincide with the anticipated construction dotes, the seeding will consist of 50 pounds per acre of German Millet. All asphalt overlay as required to provide a smooth pavement transition temporary seeding areas will be mulched in accordance with the schedule included herein. 1& All property corner markers disturbed or otherwise obscured by construction are to be replaced All seeded areas will be mulched in accordance with the schedule included on the construction plans. and verified by a certified land surveyor at the CONTRACTOR's expense Permanent Stabilization 11 Pavement construction and material items called for on the plans refer to VDOT standards and The contractor shall stabilize oil denuded land within 7 days after the end of construction Permanent stabilization shall be applied to specifications, areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all 12. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal, soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: 13. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off site construction activities. Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. 14. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). utility company as necessary SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Toll fescue 60 Ib.ac 97 85 15. All sanitary sewer and water supply construction shall conform to the current standards of the Red clover 8 Ib/ac 95 65 Virginia Deportment of Health and the Frederick County Sanitation Authority. Ladino clover 8 Ib/oc 95 65 16. The CONTRACTOR shall provide line painting as generally shown on the plans to delineate SEQUENCE OF CONSTRUCTION Nurse Grass -(season dependent) parking stalls and traffic patterns. Sept 1 - Feb 15: 1. Establish the construction entrance . Annual Ryegrass 12 Ib/ac 98 85 (s ) 17 The Contractor shall obtain a Land Disturbance Permit from the Frederick County Inspections Deportment prior to 2. Install silt fence, diversion berms, and other perimeter controls. initiating any site work. Winter Rye 12 Ib/ac 98 85 3 Clear and grub site May 1 - Aug 31 4. Strip, stockpile, and stabilize topsoil. 18, Erosion and sediment control practices shall conform to the requirements of the Virginia Erosion and Sediment Control German Millet 12 Ib/ac 98 85 5. Perform rough grading of site handbook and the requirements of Frederick County. or 6 Install storm sewer and inlet/outlet protection Feb 16 - Apr 30. 7 Install other proposed improvements as shown. 19 Provide exterior lighting in accordance with the Owner's specification Install all exterior lighting to preclude off -site Annual ryegross 12 Ib/oc 98 85 8 Perform final grading and site stabilization. illumination. Mulch: 1.5 ton/ac small grain straw 9. Remove temporary controls Fertilizer: 1000 Ib/oc 10-10-10 FREDERICK COUNTY, VIRGINIA I VICINITY MAP 1" = 2000" 1 ♦ ,1> WATER 4 r� 1 LIST OF DRAWINGS: SHT. 1 /6: COVER SHEET SHT. 2/6: SITE LAYOUT PLAN SHT. 3/6: SITE GRADING PILAN SHT. 4/6: STORM SEWER PROFILES AND DETAIL` SHT. 5/6: SITE LANDSCAPE: PLAN SHT. 6/6: CONSTRUCTION DETAILS APR 0 1 2003 11 FHE0Sr3ICi CUUX dY PLANNING & DEVELOPMENT RESPONSIBLE LAND DISTURBER NAME. CERTIFICATION #: _ nATF- THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. a^ 41 02 03 ZONING ADMINISTRATOR DA E APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL 1�' COMMONWEALTH DRIVE 0;1 N11, JO C. IS C - � 10�1 .021621 liw, _.) ZONAL PAINTER-LEWIS, P.L,C.1 302 South Braddock Street, Suite 200 W/inchester, Virginia 22601 -Telephone (540)662-5792 Facsimile (540)662- 5793 Email: pain tlew®eorthIink. net JOB NO.: 0210023 SHEET: 06JAN03 1 /6 LATEST REVISION DATE: (Z 03 general backtill 8 sto I" select backtill ee note) 6" 1/2 O.D. a" CONCRETE CRADLE C CONCRETE ARCH CONCRETE ENCASEMENT NOTE To be compacted to 95% of ASTM D698 maximum density I" t" select backtill ea note) 6" 1 /2 O.D. 6" V select backtill ee note) 6" TRENCH & BEDDING Figure 1 METER BOX and COVER -- ---,-------- METER SIZE j METER BOX METER BOX COVER - Nun Traffic �- M32C-PW _ 518"x3/4" or 3/4" I 18 in Did - --- --- ---� Traffic ---- A32HH T- - - --- --1 Non -Traffic MC-30 (Frame) WITH RML 1 T (Top Ldj 24 in Did - J- 1 Traffic (Frame) WITH RML 12-T 'Top Lid) J treated 2"x 4" with _ _ top 6° painted blue - l Pieter cover jl _ set 2" above -tin grade pour varies as regwred to sodding ing 1 6 oration I l `or p 1.8^ 21 ` I' C 5 • i i stop , 3' stone beading meter box I surrounding box i ( _ __angle check valve 1" 36" I un. with drain valve 45' F3' mir arr�le yoke I 1 - _ I ball valve type K copper - tubing, continuous without joints from Z ft. main to meter ti stone bedding --' water main g _ METER SETTING PARTS one meter yoke angle yoke a g k - pension I wheel size i" size 5/8'x3/4- Y502 ball valve va ve BA94-224W HHCA91-323-TV EC-23 curb & gutter Street C84-34 1" 314- _ Y503 BA91.323VV & HHCA91-323 TV 1 EC-23 I F C84-34 - - -,. & C84-34 1 1' Y504 BA94-444W - HHCA94-444-Ty-- -- j EC --a M a tc t,ack of 11 INSTALLATION NOTES sidewalk Exact location of meter box assembly v' to be approved prior to installation t 2 Water service crossing street shaft be \ s 1 tKe Y encased in 3" dia. SCH40 PVC or M ; • copper SDR21 piping The piping shall run from \1 YI • • ,I � I one tout beyund sidewalk, across the street to one toot beyond sidewalk t� rat -- x I t=r 4aa • ' , DUAL METER INSTALLATION 5/8"x3/4", 3/4" & 1" METER INSTALLATION Figure 5 n, or 1.32.50' 100 00' S 57'3�'S7"' E 165.00' - -- -- -- -- --- -- -- --T-- -- -- -- -- -- -- EX. 20' WATER ESMT. 5PARKING SETBACK- _ I EX. WJa&1a1- E`SMI- EX. 20" WATER MAIN DB: 911. PG: 515 D 9111, PG: 515 EX. 2 concrete -- Pad 0 WATER MAIN q P 15 REAR BRL - -- -- - I - -- ,, 00 I - -I - I N - - - - - - ----- -- - ----_---- - - N -- - _--- PR DI 1 V L - DINV. TOP= 750.25 OUT= 745.80 - 15 4` stone 153.00' o t7 screw type o 9.00' adjustable valve box 36' min / o I ° I PROVIDE CURB CUT I eO FOR DRAT AGE TYP location marker \ I FREDERICK COUNTY SANITATION AUTHORITY NOTES I !® -- stone valve magalugged \ I w I megalugs �tomain 1. tooter and sewer lines ore to be constructed in accordance with these plans. {i rn . r:3. The lines shall additionally meet all requirements of the Frederick County I a '.;a-megaluya I m Sanitation Authority.v 00 `� •I � ��r•t s. i t �, s •_; "' 2. The CONTRACTOR 0 shall coordinate a with, and arrange for inspection by, the I I ASPHALT PAVENT ;.�:�,. lt i� _ :� t;.. �:..� .�,f t ` 1�• " •t t Y ti:ti�? c= ', r s•:�s== I I Authority, o 3. Exact locations of water and sewer services on new lines are to be I o _ 8"x8"x16"sonabfucK coordinated with the Authority's Inspector. I o (for vales 12" and larger) I r-f 35.4?. R3' 100,00' _ 4. The Sanitation Authority maintenance department is responsible for the t6 ROLL -UP DOOR ROLL -UP DOOR ROLL -UP DOOR installation of water meters through 2" in size. Before a permanent meter is Note this detail isais,. (i I I set, they require: 1) the frame and cover to be properly aligned with its meter I! used for butterfly valves I I 00 F (I I box and yoke bar- 2) the frame and cover to be set to the final grade of the 0)0 lot; 3) the distance between the top of the cover and the yoke bar be between I I o SERVICE SERVICE SERVICE � BAY 1 BAY 2 BAY 3 18 and 21 inches; and 4) all components of the meter box assembly to be In proper working order. It is the developer's/contractor's responsibility to have the I �G-6 meter box assembly installed correctly. 36.41' GATE VALVECON%. Figure 8 g water pp �� I 6 When an existing ter main is topped for the installation of a new line: 4.5' CONC. WALK I WALK a. the Authority shall furnish all labor and materials to make the tap. 9.00' 43 00'----- 11.00, b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark the location of the tap; (4) make final �' U, o HC payment when the work is completed. I I 24.00' o -9.00'� O( I AISLE R4.5 TYP. R4.5 / 4.50 I) I I I r10.¢4' ! PARKING AREA 8.00'�8.00'--�� } I) I I I I PROVIDE STRIPING 411 R24' AS SHOWN. C.IGN o MOUNT ON BLDG AS REO'D N a Y 18.2 mw ye.'tea vni un I CG-6 31.00' JL 1tl .Iwt �i caee e1:1 - I e�I w R30' R4.5' o R4.5' t BOLLARD DETAIL I < N R4 5 BR OTHERS . YARD LIGHT _ SDR 35 spigot SDR 35 spigot by by gasketed ---SDR 21 gasketed 45' bend >" �bell bell adapter (see note) / 2' \ �"' r 7• s ,.!•. Z .'1. 53.^.. w.\ c . ..4Y, C-.. r.'4 'i. 4�h .. �'��j- / 3 minimum SDR 21 gasketed I SDR 35 8"x4" pipe and fittings ' SCH 40 " - gasketed bell Wye solvent -� - (see note) weld cap -- property line _ r- � I I 18 location mat ker---� �cco ern stone �. o o°e o°o°o°o 0 0 0°0 .. ��•:� �� o a a. a 000°o°a oao o°a o _�.,tr'+• • 0 o°aoaoaoo°°coda° o o T, treated 2'x 4- 'with top 6" painted green 4" pipe at 2.00% minimum grade Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 concrete cradle if top of main is greater than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 15 ._l 1n I �_ Q Cn m O ~ Z Y � w Q O O w � O � � C� � Q N w U U O O Q 0 w � � N O O O LIJ J F= Q lit D 0 J Q LLJQ t.L 1 _Z V V W 0 DISPLAY 0Lai I { I 50 AREA ( Z Z >= 156 / - - -- - I Q m !n Z �- I I I Q -� Z CL m � 0 o I w 1 J J / I OUTDOOR OUTDOOR Z C, OUTDOORQ Q DISPLAY PR COR4.5 Y r 4VtrU / I DISPLAY (n V cD F AREA AREA v o r� storxi 3 oD CG-6 v Of 6 I Z W 30 NOTE: o �o ~ / ^ \ EX TRB OUTDOOR lrn 2 , V.1 - -�`-y DISPLAY AREAS o w Q of -- APRX. LOC. OF EX. c> > O ®0 95q,5"0 RCP // 1 I I PARKING SHALL OSTALL LINEST BE SHOWN, Ra.s' / % o`er O rkchnnu:ni ioov ARE FOR DELINEATION AND = / --S..'ellow .101 I / EX. STM. STIR, � _ - EX. CO� -- CALCULATION PURPOSES ONLY. '. bra / - / GRATE _ 743.67 , CALCUL 0 U OSES 0 L S �� J INV. IN- 740.62 L - - , �. __ + e �O' ■ ---------- I INV OUT=740.42 j PR. INV. IN= 740.62 1 / V O FIRE HYDRANT ASSEMBLY �O EX. 20' STORM SEWER o Figure 9 / �� AND DRAINAGE ESMT. I OUTDOOR o� / /O ■ ' DB. 942, PG: 1182 I :I DISPLAY / PR. 8 DI-36 AREA TOP=/751.10 ■ PR. CO CAP TO BE / INV. OUT= 747.10 a O APPROVED FOR c < I I VEHICULAR TRAFFIC, TYP. In N r r �APPROXIMATE LOCATION 22.5' / / In r PR. YARD LIGHT BEND / N I C APRX. LOC. OF EX.J \ SAN. LATERAL ' BY OTHERS C� I - 61.08'-15"0 RCP \ 414 .89' 0) L 0 0.83q EX. 30"x19' RCEP / N N BENCHMARK: \\ '" Vl \ I PROVIDE YELLOW, CURB / / / � � EX. STM. STR. �/ --REMOVE AND RELOCATE I MARKINGS AND NO R4.5' / �� U) '� .. TOP= 744.0R C/NF / \ EX. FH ASSY. AND WATER PARKING FIRE LANE" o Q� W 0 O O INV. IN=-739.88 EX WM / METER AS SHOWN I SIGN AT FH ISLAND o ' Lo / �� / / U •� tUJ o I 3 INV. OUT 7-39.78 \� AS SHOWN OR AS --- cast iron deanout cap with brass plug DIRECTED BY HAL v _ J - having a countersunk square head / CO FIRE MARSHALL. 1 a, 2 QQ U > N Panella Model PA4SV-CSK (4") EX. FH - v 0U @O.0 Q Q) L °_' - Panella Model PA6SV-CSi�(6") X. STM. STR. o Z-INSTALL PROPOSED STORM SEWER GENERALLY \ EX. GV \ I _ R4.5' �' /� L U O 10P= 744.16 ^� AS SHOWN WITHIN EXISTING EASEMENT. fk \� 44 00' o DISPLAY � - >x CD E a finished rade �_ �. INV. IN= 739.66 SAW -CUT EXISTING PAVEMENT AND CURB AND \ 2S' /� I 1" WM ,' AREW (!1 - INV OUT=739.56 RESTORE TO ORIGINAL CONDITION AT COMPLETION EX. GV / NEW LOC. Og' �Rqx \ �' ti - T� COORDINATE INSTALLATION WITH PROPERTY OWNER FOR EX. FH. • V? Nq� CC-6R s a4 / / -C U _v U p r, f AND MAINTAIN ACCESS TO PROPERTY AS REQUIRED. r r pR p�. E FS PR $SDI-38 R12.5 / c Op o � a y j '6b /� R 45 BEND >>8� 119D TOP= 748 / �' /o square concrete skid pad 4,�,, Z O C ~ IuJ 3 INV. IN 3 = 7q,�55 15' � o "�' `O � 20"x 2U"x t2" deep ` ABANDON EX SERVICE LINE AT EX. GV. ' o INV, IN �53= 74280 S�RVICE TOR TO TAP MAIN AND REINSTALL Fk 8„ RCp ® I I IN OUT= 742 45 \ o 3v w2 PR FH ASSY - 4' stone \ ` \ 4AR1 'r \. � �o i a PR. CO f � / i I (pCEX. CO RIO cp /Geanoclt pipe --- ` � O ��� Sw rm 0 / (� SDR 2t h T p� �--- ` `, ROT,r - \ \ nN - SDR 35 spigot by / O4 V 242 \ R8' o �047 / / J W ------ SOR 21 asketeo _ Z \ S' SDR 35 bell adapter ` O ) 11e� A 9 �� SRC / / / w gasketed belt aye - 1�/ �� 'V ��� ^ \/ / SDR 35 spigot by �`` EX. GLM "9 'NG'� PR. SIGN ti l 18 / i Z 0 j ��cF?T Z (sue note) SAN. / ! A B, 0 6 34.0 , 1 R4.5 W ;arntary gasketed Dell 45" SEW ES \ � � ;ewer main gDH'L? bend (see note) AiT. `` f S `� 2 CC- 6 0 9 J 3 1. 16' 15"0 ST OUT U IN OUT= 45.00 I Ek. 2�5 , l SCAN CUT AND REMOVE EX. PVMT. 8 Py \ U AND CURB ALONG SAWCUT LINE CG-6 \ LTy O L C ,VT � PR. CG- 1 1 � ti" stone bedding 0 PROVIDE SMOOTH PVMT. JOINT. �/ \ A ® 0 S 1 / N, SEW . \ 8 R PR. CONNECTION TO EX. HF \ NSTALILCCG-12/AS r to exceeds 20' IRECTED BY VDOT ^ EX, ELEC o NOTE 1 Where Length of service ateral \ / �\ 75, a cleanout assembly shall be furnished at / �_._` INS WL TUB �Y CONTRACTOR INSPECTOR / CO CONDUIT \ INSTALL �1) 8 x6" REDUCER \� EX X•FMR \ t' J N C. LEWIS v the property line . �� 2 If top of sewer main is greater than 15'. then �%% ry \ \ No. 21621 Wye and bend to be heavy wall SDR35 -��\ 7 l EX. CO \ ~� EX SIGN \ FX O TOP= 748.20 PR. 8' 8.20 \ BOA ��{v $" \ \ i\k M -INV IN 43= 744.25 \ \ �SSIONAL INV. IN (6= 744.25 HOC � \INU\ 44,00 \ f / PROVIDE 10' GUTTER \ \ \ TRANSITION FROM \ o-23 / / \\ \ 'Sjq C CC-6R-TO CG-6 \ \ DATE: SURVEY: 06JAN03 M&L SEWER CLEANOUT 7-a EX. SAN. MH Figure 17 \ O � v RIM= 744.50 �c ft. y ® \ ��� �- SCALE: DRAWN: INV. IN= 737.75 \ 7. !�� � 6 APRX. LOC. OF EX. SAN. INV. OUT= 737.55 \ 69 S \ LAT. STUB VERIFY LOC. PRIOR �'9 y \ 1 "=20' PL-PLC o ` 44! \ � TO CONSTRUCTION. 20' 0' 20' 60' \\ \ SF� �\ ��� • \ C. I.: JOB NO.: ?0, / \\ NA 0210023 \sgti �\�� SFw � \ DWG: SHEET: \ / SCALE: 1 "=20' ESMT \� \\ SP-sheet2 2 6 PARKING AREA ENTRANCE I I I , I ' PROVIDE OWNTRIPING, I Y I� Cr Ito o IZ PROVIDE GREASE TRAP IF C FLOOR DRAINS ARE TO BE 0- INSTALLED WITHIN THE PR. BLDG. (SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION.) 26.00' 0 cD PR. BUILDING LOOR AREA= 3,800sf o FFE= 753.80 o�GRASS OFFICE SPACE= 500sf I i INT. DISPLAY= 1,500sf Zu EXT. DISPLAY= 10,440sf U, I o 26 50 MAIN a a RAMP GRASS R4.5' H�� �" 147 00 CONNECT PR 1"0 WL TO BLDG AS REO'D. o PR co I PROVIDE YELLOW CURB MARKINGS FIRE LANE STRIPING AND MARKINGS, I AND "NO PARKING FIRE LANE" SIGNS AS SHOWN OR AS DIRECTED BY FREDERICK COUNTY FIRE MARSHAL OUTDOnJ DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% OR GREATER 2 % EXISTING PAVED ROADWAY - --Y FILTER FABRIC SECTION A - A / NOTE: SPILLWAY DBAGS, STRAW BALES USE(HIER SEDIMENT BARRIER OR APPROVED METHODS (STRAW BALE TYPE SHOWN) TONNELIZE RUNOFF TO BASIN ASUIRED SUPPLY WATER TO WASH WHEELS IF NECESSARY. a a0 FLO� W FLOW Z r ( w A A WASHRACK 2"-3" COURSE AGGREGATE (Y MIN. 6" THICK R ® O )`+ Z DIVERSION RIDGE ~ 70' MIN. I - IX PLAN NOTES: 1 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT, 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3 WHEN WASHING IS REQUIRED. IT SHALL BE DONE GRAVEL N AREA STABI WITH CRUSHED CONSTRUCTION THAT DRAINS INTOON ANEDAPPROVED SEDIMENTONE TRAP EIMENTINSTDALL ENTRANCE/EXIT 4 CATBTALEINGUARDS AS CALLED FOR ON THE PLANS. A WOOD STAKES OR METAL REBAR. �- STRAW BALES TIGHTLY STACKED OR o a OFFSET CORNERS AS SHOWN II�II�II DRAIN o GRATE a o c � . GRAVEL BACKFILL LESS THAN 5% SLOPE A PLAN PONDING HEIGHT r STRAW BALES GRAVEL 1 BACKFILL DROP INLET SECTION A - A NOTES: 1 DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%) 2. EMBED THE BALES 4" INTO THE SOIL AND OFFSET CORNERS OR PLACE BALES WITH ENDS TIGHTLY ABUTING. GRAVEL BACKFILL WILL PREVENT EROSION OR FLOW AROUND THE BALES. 3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY- PASSING THE INLET. EXCAVATION OF A BASIN ADJACENT TO THE DROP INLET OR A TEMP- ORARY DIKE ON THE DOWNSLOPE OF THE STRUCTURE MAY BE NECESSARY EROSION & SEDIMENT CONTROL KEY EMBED STRAW BALE 4" MIN, INTO SOIL. _S 57*3757 " E s� EX. 20' WATER ESMT. SF l _ 5_PARKING ' \ \ EX. 20" WATER MAIN DO: 911, PG: 515 F --O To uu SEQUENCE OF CONSTRUCTION I I GRA 1 Establish the construction entronce(s) 2. Install silt fence, diversion berms, and other perimeter controls I 1 3. Clear and grub site I I 1 NDC 4 Strip, stockpile, and stabilize topsoil 5. Perform rough grading of site. V I 6. Install storm sewer and inlet/outlet protection. 7. Install other proposed improvements as shown. I 8. Perform final grading and site stabilization. �' I 9. Remove temporary controls. i� r► 4 5dlQ ITC�H P H V .- BACK OF SIDEWALK r A CATCH BASIN II SERVICE SERV BAY I BAY 2X4 WOOD STUD BACK OF CURB CONCRETE BLOCK II k CURB INLET �I i II 0 � C 0 T II I\ I SF c � 52.80/ \ I TC PVMT. 1� C WIRE SCREEN OR FILTER FABRIC �� - I► - CONCRETE BLOCK - A /- PONDING HEIGHT �- CONCRETE BLOCK OVERFLOW (CURB INLET WIRE SCREEN OR+� FILTER FABRIC CATCH BASIN -2X4 WOOD STUD TC °max I to ITC TC PIP MFC 0 THEI i II I TC I SECTION A - A \, I NOTES 1 USE BLOCK AND GRAVEL TYPE SEDIMENT BARRIER WHEN CURB INLET IS LOCATED IN GENTLY SLOPING STREET SEGMENT, WHERE I 1 I WATER CAN POND AND ALLOW SEDIMENT TO 165.00 SF/� -- - EX. WAIFR- ESha_ D 911, PC: 515 I Z O L LJ If, I�I Cnm IZ1 W 0 0 U � � U � Q W � O U 0 Lil N ca � o O 0 �Z Q Z Q 0 I w J I � Z Q W wZ > U a I W w W `I W W > Z Z LLJ ZJm05� QQJ'fi::)Z F-- O JoUi V)) Q U \ 0 W \ H Z Z) O SEPARATE FROM RUNOFF I 1 � wQ Mx 2 BARRIER SHALL ALLOW FOR OVERFLOW I \ o TC / FROM SEVERE STORM EVENT. / \ ` I I / / O 3 INSPECT AFTER EACH BARRIERS EVENT SEDIMENTANDSEDIMENT CURB INLET T' \ 4 a_ O GRAVEL MUST BE REMOVED FROM THE �� \ ' FX C0 V TRAVELED WAY IMMEDIATELY SEDIMENT BARRIER _ EX STM. STR _ - - - - - _ _ _ _ - GRATE= 7 67 -_ I ` /TC / STEEL OR WOOD POST DROP INLET SEDIMENT BARRIER STRAW BALE/GRAVEL ------- 3.02 TEMPORARY STONE CONSTRUCTION CE ENTRANCE 3.05 SILT FENCE SF_- T X 3.07 INLET PROTECTION �P ] 3.08 CULVERT INLET PROTECTION 0 CAP X x X X 3.30 TOPSOILING TO 3.32 PERMANENT SEEDING pS 3.35 MULCHING MU EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT 10 FT MAX, SPACING WITH NIRE SUPPORT FENCE PONDING HT STEEL OR WIRE & FILTER FABRIC WQQD POST ATTACH SECURELY 36 HIGH MAx TO UPSTREAM SIDE OF POST RUNOFF 9" MAX. (RECOMMENDED) STORAGE HT. 1 \ INV. IN= 7 62 \ - -.. ..�-., .. I I ■ a I 74 INV OUT=.42 I , / �¢ PR. INV. IN 740.62 \\ o I EX. 20' S &RM, SEWER ; / TC N '✓ \ AND DRAINAGE,,, ESMT DB `I� 942. PG 182 :3 \ I I PR. YAR IG \ N Li') C �X S \ BY OTH S TC / N N N L io " 0 C -• O - - I i - a \ EX WT \ SF 4 00 / W �.�� �� .88 4 k'! I\ o ! v117) L1 N i9.78 _ mac' / o /`� / ' - EX. phi 4 - 1 / QD U1 L \\ Fx I n W a) 0- a 56 C i \ �e2s �/?q� \ ` 149 �L -C C _Q) u LL LOv F \ 4 k�\` i \ \ CL M qA \ C 4 T \ \ \ o Rk roc \ x I'P CE 3S / w J z_ PONDING HT \ \ \ \ \� \ 9 \ /N / ^ Z CD 0 Z 4 4 / % U W 48.5 _ / RUNOFF fk. ?� � / \ \ A,� --------�4�-- 4 1 � F�' \ TC TH 0 \ g ,8,. PVC / _ / ` 1 �qR .9 TC \\\ \ IP \ SaPr�,P pIJA ®o. I At _ 5 � � 1 \ _ `� \ \ R/ \ 4 \ CAP .. I I '�� �'. \� HN C. LEWIS 9 12 MIN 12" MIN � � / � � � � � � � �� N0 21621 4")(6" TRENCH EX CO _ WITH COMPACTED GRAVEL FL \ 0 �\ BACKFILL \ / � �- \ �� Fk 8\ � / \ °��`'S IONAL STANDARD DETAIL ALTERNATE DETAIL / �\ \ \OC, \ TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE 4. SET POSTS AND EXCAVATE A 4"x4" C 751 3 1. INSPECT AND REPAIR FENCE AFTER EACH DATE: SURVEY: TRENCH UPSLOPE ANLONG THE LINE ' e� \ \ \ \ OF POSTS. s. / 3� �\ �''� \ \ \ \ \� \ 06JAN03 M&L STORM EVENT AND REMOVE SEDIMENT WHEN \ \ NECESSARY 5 STAPLE WIRE FENCING TO THE POSTS O \ \ / S 8" AL \' ` \\ � \ / EX. SAN. MH \ \ 2. REMOVED SEDIMENT SHALL BE DEPOSITED V v RIM= 744.50 C / SCALE: DRAWN: TO AN AREA THAT WILL NOT CONTRIBUTE 6. ATTACH WIRE FILTER FABRIC TO THE WIRE \ \ / \ ® / \\ \ \ ��\ \ Z INV. IN= 737.75 1888 FENCING AND EXTEND IT INTO THE TRENCH. 1 20' PL- PLC SEDIMENT OFF -SITE AND CAN BE PERMANENTLY i INV OUT= 737 55 69, S �9 - STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED ` / qN3. SILT FECE SHALL CONTOURSNTO MAXIMIZBEPONDING EPLACEDOFFICI ECY SOIL. `� U1� \ \ \ / 20 0 20 60 \\ Fw \\ \ �` �_ c,�?I6 " \ \ \\ C.I JOB NO.: SILT FENCE DETAIL WITH WIRE SUPPORT \MW Fk �o s \ \ \ 2 0210023 NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 1 \ \ / / qN $Fw \ \ DWG: SHEET: 1 \ SCALE: 1 "=20' / \ FSMr \ �` \ \\ SP-sheet3 3/6 D1-' 2' 7" NOTES EXPANSION JOINT FOR DETAILS OF INLET EXPANSION JOINT KEYED v .5" BARS D B B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FRAME & COVER SEE BACK OF SIDEWALK CONST. s, 3'-10" STANDARD IC-2. JOIIVT BAR G 2' FOR DEPTH GREATER THAN. 10. USE STANDARD DI-1A. _--APPROACH LUGS TO BE GUTTER BARS G 4 _ L21 /2 "x21 /2"x 1 /4" CAST WITH COLLOR 10'-4"LONG 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND 2 " BARS C 6" -BA B 0 � e• WARPED A — A CAST GALV. SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE BARS F 6" O o w BAR C GUTTER WELD ALL IRON STEEL z V' a z �.zs SUBBASE N ^ CONNCETORS sst INVERT OF THE OUTFACE PIPE TO THE TOP OF THE z 3 Z �' N L3 665. 43.6 LBS STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE 8"R 6" o V O w w ++ BARS F HARDWARE _ TO COLLOR NCLUDING INCLUDING N OPTIONAL ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL N v II X � - w o CLOTH — ONE WELDED Lucs coNN- BRACE RIBS 4" w G- 0 0 WEEP HOLE JOINT ECTORS DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR SEE NOTE 8 1 /2"x 1 1 /2"x4" LUGS FROM FIELD CONDITIONS. Mm o BAR F BAR A FACE OF CURB STEPS SEE � 1 /2%4" STUD BARS D oo NOTE 5 SHEAR CONNECTORS 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE ' SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST BUTTER 8" 2'-8" 8" 5 2•-7" 5" 91/2" 12' OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL 2'-0" CRACK JOINT CONTROL CRACK JOINT CONTROL 3'-0"--r 4'-0" 4 _2"'� �I` N LTO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE 6' MIN 6' MIN _ SECTION A —A PLAN 3/8" FOR THE STRUCTURE. to' MAX. PLAN 10 MAX. BARS A (GRATE REMOVED) SECTION 8-8 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS A B �' � = 2 -' � 2 COLLAR DETAIL �,, � HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE ,r— 2t/2" INVERT OF THE STRUCTURE SHALL BE SHAPED WITH 2'-0"181 L-VARIABLE - MAX. 20' 8'--3'-0"— °a> iv 2 S6, DIMENSIONS FOR CEMENT MORTAR TO PREVENT STANDING OR PONDING OF 4'- 2" CAST IRON ONLY WATER IN THE STRUCTURE. THE COST OF FURNISHING AND KEYED— J 2 -7" : PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS CONST. WARPED GUTTER TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. BARS G JOINT APPROACH GUTTER a a a a a 3"� WEEP HOLE COLLOR BARS E a a a a o ;" 2' MIN. 4 DEPTH AGGR. #68, 5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0" OR BARS F BARS E B `�' 8"-- 1.68' 8" BARS B �o < — #78, OR #8x6" WIDTH GREATER. FOR DETAILS SEE STANDARD ST-1, 3"0 BARS F� 3' N HOLE FRONT ELEVATION SECTION B—B WEEP = _ _ �1z" � � � � � y_g•• � � 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. (GUTTER REMOVED) lv uo fin. 12",15"118",OR 24" 1 3' �c D N L2.5' x2.5"x.25' 1.25 GALVANIZED 04 N C C TO BE PLACED IN ALL WAREAS ADJACENELS AT T TO APPROXIMATELY C A �s o, O��oo���o����� CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS N t o00000 000000 �. �, 'k ;0 A 2"x4" NOTCH MAY BE PROVIDED. SEE STANDARD t /4"R — SECTION A —A �QQQ� Q��QO� 4" T-DI-3, 4 FOR ALTERNATE DESIGN. TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. 5x1/4" BENT PLATE 5'x 4" STUD SHEAR �OQOQ�QO���Q�O TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. In. TYPE A CONNECTOR WELDED 8. 3" DIAMETER WEEP HOLE WITH 12%12" PLASTIC CONCRETE QUALITIES FOR MINIMUM DEPTH TYPE B TO ANGLE IRON AT HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30 12" CONC. PIPE-1 .440 Cu. Yds. CONCRETE CONNECTORS AND IS TO ANCHORED WITH 1/2%4" STUD SHEAR NOSE DETAILS 2 C-C 15" CONC. PIPE-1.528 Cu. Yds. CONCRETE 1t/2" D_� WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH WELDED TO BENT PLATE AT 2' C-C. 2•• APPR. PAVEMENT 18" CONC. PIPE-1 .620 Cu. Yds. CONCRETE 1" --�, 1 �� AW 2 HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. :T WARPED PAVEMENT 24" CONC. PIPE-1.817 Cu. Yds. CONCRETE SECTION D—D ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH DI-3A DI-3B DI-3C 3/4" --;,— 11/a" 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 3000 FL-1 � —L L � � SECTION C—C PSI). PRECAST CONCRETE TO BE 4000 PSI. A 0.1 STANDARD DROP INLET GRATE DETAIL 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING APPROXIMATE WEIGHT THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED S� — CAST IRON FOR THE CAST IRON LUGS AS SHOWN HEREON. FLOW = FLO FL W 12 24 PIPE. MAXIMUM DEPTH(H)=10 Lf'� ^ FLOW FLOW ^ �— GRATE 363 t 181bs. l (�,,,/) 0 6�,,,/) FOR USE IN SAGS DETAIL WHEN USED NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION FOR USE ON GRADES BOTH SIDES TO BE ADJACENT TO CURB 104.01 SYMMETRICAL WITHOUT GUTTER STANDARD CURB DROP INLET 12"-30" PIPE: MAXIMUM DEPTH (H)- 8' VIRGINIA DEPARTMENT OF TRANSPORTATION 104.09 STORM SEWER PROFILE HORIZONTAL SCALE: 1 -- VERTICAL SCALE: 1 "=5 755 755 750 750 745745 740 740 735 735 730 730cn Uj 10+00 1 1 +00 12+00 13+00 [PROPOSED GRADE EXISTING GRADE i APRX. LOC. Of EX WL/FH ASST. TO 16.00' -15"� RCP � 4.68% EX. SAN. o WL 0 0 178.03' 18"� RCP ® 1.02% APR L OF PR. 4"� SAN SE LATERAL r. o 0 � N N d � u II II O O O � � � O � I^ I�� I I I I I I w W Q_ t� M In I I t] � (D II 0- 0 <Y ZZp O zz0 rn zz0 rn II +ZZZ �zzz +z STORM SEWER PROFILE HORIZONTAL SCALE: 1= STORM SEWER PROFILE HORIZONTAL SCALE: 1= VERTICAL SCALE: 1"=5 755 755 750 750 745 745 740 740 735 735 730 730It Cu Lr 10+00 1 1 +00 12+00 13+00 of ckf PROPOSED GRADE EXISTING GRADE - i 03 0' 15"� RCP © 1.OU% I 0 N r� Ii O II O � r OJ A. N � I�1� I � 0 �M 11 � II O ZZO O � ZZZ +? STORM SEWER PROFILE WATERLINE PROFILE HORIZONTAL SCALE: 1 = STORM SEWER PROFILE WATERLINE PROFILE HORIZONTAL SCALE: 1 = VERTICAL SCALE: 1"=5 755 755 750 750 T'11 745 745 740 740 735 735 EXISTING GRADE 36" MIN. COVER EX. $"� PR. GRADE WATER MAIN 18'� PR 6'0 SDR-21 WL STM. _INTQI 1 �"- _ _ L q - - - - _ AR�MU . �R.N� M. SEW. NOTE. FIELD FI BENDS AS - - _- -- - - R€_Q'D.... ME-€fi Ivttt�t. _ _..Q.EP_Ili _. BURY ANl? CLEARINGS S FROM EX. w w J U HORIZONTAL : 1 = VERTICAL SCALE- 1"=5 755 755 750 750 745 745 740 740 735 735 730 730 10+00 1 1 +00 155.26'-15"� RCP � 1 .84� 0 N _ r. II II tl< O N N � �O 7 sf M I I 11 � r II F- a) r— _Z ZO O +zzz z FINAL BACKFILL CAREFULLY COMPACTEC SELECT BACKFILL OR CRUSHED AGGREGATE CRUSHED AGGREGATE � uu TYPICAL STORM SEWER PIPE BEDDING DETAIL _ W Q U Z Z � Q m W U L yc- � 0 Q � Y C/) V_ O � ~ W w Q lY � LA- 0 00 I ■ V o O J N . N U UT C r I - W o° ° W m�� O � W QU Q N NOT TO SCALE BACKFILL PIPE TRENCH COMPLETELY WITH CRUSHED AGGREGATE UNDER ALL EXISTING PAVEMENT AREAS. C � (n Z � I- Lw J W g I 1 11111111 : (n Z CD 1ULL u Ow DATE: SURVEY: 06JAN03 M&L SCALE: DRAWN: SHOWN PL-PLC C.I.: JOB NO.: NA 0210023 DWG: SHEET: Sheet4 4/6 HORIZONTAL : 1 = VERTICAL SCALE- 1"=5 755 755 750 750 745 745 740 740 735 735 730 730 10+00 1 1 +00 155.26'-15"� RCP � 1 .84� 0 N _ r. II II tl< O N N � �O 7 sf M I I 11 � r II F- a) r— _Z ZO O +zzz z FINAL BACKFILL CAREFULLY COMPACTEC SELECT BACKFILL OR CRUSHED AGGREGATE CRUSHED AGGREGATE � uu TYPICAL STORM SEWER PIPE BEDDING DETAIL _ W Q U Z Z � Q m W U L yc- � 0 Q � Y C/) V_ O � ~ W w Q lY � LA- 0 00 I ■ V o O J N . N U UT C r I - W o° ° W m�� O � W QU Q N NOT TO SCALE BACKFILL PIPE TRENCH COMPLETELY WITH CRUSHED AGGREGATE UNDER ALL EXISTING PAVEMENT AREAS. C � (n Z � I- Lw J W g I 1 11111111 : (n Z CD 1ULL u Ow DATE: SURVEY: 06JAN03 M&L SCALE: DRAWN: SHOWN PL-PLC C.I.: JOB NO.: NA 0210023 DWG: SHEET: Sheet4 4/6 155.26'-15"� RCP � 1 .84� 0 N _ r. II II tl< O N N � �O 7 sf M I I 11 � r II F- a) r— _Z ZO O +zzz z FINAL BACKFILL CAREFULLY COMPACTEC SELECT BACKFILL OR CRUSHED AGGREGATE CRUSHED AGGREGATE � uu TYPICAL STORM SEWER PIPE BEDDING DETAIL _ W Q U Z Z � Q m W U L yc- � 0 Q � Y C/) V_ O � ~ W w Q lY � LA- 0 00 I ■ V o O J N . N U UT C r I - W o° ° W m�� O � W QU Q N NOT TO SCALE BACKFILL PIPE TRENCH COMPLETELY WITH CRUSHED AGGREGATE UNDER ALL EXISTING PAVEMENT AREAS. C � (n Z � I- Lw J W g I 1 11111111 : (n Z CD 1ULL u Ow DATE: SURVEY: 06JAN03 M&L SCALE: DRAWN: SHOWN PL-PLC C.I.: JOB NO.: NA 0210023 DWG: SHEET: Sheet4 4/6 FINAL BACKFILL CAREFULLY COMPACTEC SELECT BACKFILL OR CRUSHED AGGREGATE CRUSHED AGGREGATE uu TYPICAL STORM SEWER PIPE BEDDING DETAIL W Q U Z Z � Q m W U L yc- � 0 Q � Y C/) V_ O � ~ W w Q lY � LA- 0 00 I ■ V o O J N . N U UT C r I - W o° ° W m�� O � W QU Q N NOT TO SCALE BACKFILL PIPE TRENCH COMPLETELY WITH CRUSHED AGGREGATE UNDER ALL EXISTING PAVEMENT AREAS. C � (n Z � I- Lw J W g I 1 11111111 : (n Z CD 1ULL u Ow DATE: SURVEY: 06JAN03 M&L SCALE: DRAWN: SHOWN PL-PLC C.I.: JOB NO.: NA 0210023 DWG: SHEET: Sheet4 4/6 ■ V o O J N . N U UT C r I - W o° ° W m�� O � W QU Q N NOT TO SCALE BACKFILL PIPE TRENCH COMPLETELY WITH CRUSHED AGGREGATE UNDER ALL EXISTING PAVEMENT AREAS. C � (n Z � I- Lw J W g I 1 11111111 : (n Z CD 1ULL u Ow DATE: SURVEY: 06JAN03 M&L SCALE: DRAWN: SHOWN PL-PLC C.I.: JOB NO.: NA 0210023 DWG: SHEET: Sheet4 4/6 NOT TO SCALE BACKFILL PIPE TRENCH COMPLETELY WITH CRUSHED AGGREGATE UNDER ALL EXISTING PAVEMENT AREAS. C � (n Z � I- Lw J W g I 1 11111111 : (n Z CD 1ULL u Ow DATE: SURVEY: 06JAN03 M&L SCALE: DRAWN: SHOWN PL-PLC C.I.: JOB NO.: NA 0210023 DWG: SHEET: Sheet4 4/6 LANDSCAPE NOTES 1 Greenspace Required: 25% 1.31 acres x .25= 0,33 acres Provided: 27.50% (0.36 acres) 2. Parking Lot Landscaping Perimeter- (1) tree per 40' of parking perimeter required 665't /40= 16.63 trees Provided- 17 trees Interior Greenspace- 5% min interior greenspace required 38,114sf (asphalt area) x .05= 1,905.70sf Required Provided- 6 43% (2,451sf) Interior Trees- (1) per 10 parking spaces (79/10= 7.9 trees required) Provided- 8 trees Total parking lot trees required: 24.53 trees Total provided: 25 3' high evergreen headlight screen provided to block glare from shining onto Public R.O.W.'s and adjacent properties 3 Buffers and Screening Required: None required 2 Confirm the locations of any utilities above or below ground prior to commencing work Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan 3 Verify the quantities shown on the plant list with totals indicated on the pion Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 4. All materials are subject to approval by the Owner or Owners representative. Provide the Owner with a tog from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 5 Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall hove adequate root systems. 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the some bed. Grade finished planting beds so as not to impede surface drainage. 8. Locate trees a minimum of 3 feet from walls or walks, if possible 9. Stake and guy all trees according with standard practice and/or the suppliers recommendations At a minimum, all deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72" 10 Use shredded hardwood bark mulch in all planting beds. 11. Remove all togs, twine and containers from installed plants Roll back burlap one third on all B&B plants 12 Plant substitutions are permitted with consent from the Landscape Architect 13. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yord of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation 14. Plant all materials in their appropriate season The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation 15 All existing plant materials shall remain unless otherwise noted on the Site Plan PLANT LIST KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING IC 49 Ilex cornuta 'Burfordii' Burford Chinese Holly 3' B&B 3' o.c. LL 25 Tilia cordota 'Greenleven' Greenleven Littleleaf Linden 2"0 B&B see plans Plant sizes indicated are at time of planting. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE- 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN, 3" MULCH 3" SAUCER AROUND TREE 4 5' EXISTING GRADE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. TREE PLANTING SECTION NOTE PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO BI EXCAVATED OF ALL EXIS TO REQUIRED DEPTH AN W/ REOUIRED SOIL MIX. MULCH TO BE 3" DI COMPLETELY REMOVE AL STRINGS, RIBBONS, AND TAGS FROM PLANT REMOVE TOP 1/3 OF A BURLAP FABRIC AROUNI ROOT BALL SCARIFY ROOTS ON POI BOUND PLANTS COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SOtt. MIX MIN. 4'-0' 3't 4 5' SHRUB PLANTING BED SECTION S 51-37 57 " E EX 20' WATER ESMT. 5' PARKING SETBACK_ EX. 20" WATER MAIN DB• 91 1, PG: 515 EX. SAN. MH RIM= 744.50 ABC ® \ INV. IN= 737.75 1 INV. OUT= 737.55 W \ 20' _O' 20' 60' SCALE: 1 "=20' X SFw -- - 1 EX. WAIF ESMI= D : 911, PG: 515 I— Z W O U ZO U CL Z & ILAJ U Q W O O U O W it NMI Z Q J W Q U 0 0 Z Q W aim m �W F-- Q LLI U W Z > U UJ (Al > (n W Z Z �- Z<cn0i Q a ~ m 5 Jo�U (n ` I U W �O ZZ� L d :2� 0 :2 Lr _ O V 0 0 N O N M 7 C N � to C N N N 0 C (D a UJ Y. 0 0 J 0 U N N C N . .0 W M V) 0 C Q L_ -C � 0. 4) V) c) o ZO C)c) C ~ Q LiJ 0 R N a. 14) LLIL0 UI Z11 F- UJ J W Z (n � OZ UWI PyT H o,^ O u J C. LEWIS No. 21621 -10NAI, _ DATE: SURVEY 06JAN03 M &L SCALE: DRAWN: 1"=20' PL—PLC C.I.: JOB NO.: 2' 0210023 DWG: SHEET: SP—sheet5 5/6 VAN ACCESSIBLE SIGN 1 "0 DOWELL HO FRONT VIEW 1 "m DOWELL HOLE VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 2 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1 ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3 WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V5. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V6 PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V7 IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK V7 CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION V9 THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION, V10, CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION Vi t ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. V12 ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V13 ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT ARES SHALL BE INSPECTED AND APPROVED BY VDOT REPRSENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING. THE SAMPLES SHALL BE CLEARLY MARKED AND LABELED AS BELONGING TO A PROJECT WHICH WILL BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE CONDUCTED ACCORDING TO ALL ALL APPLICABLE VDOT STANDARDS V14. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A. WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL V15 VDOT STANDARD CD AND LID UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSARY BY VDOT INSPECTOR V16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S RESPONSIBILITY V17. PRIOR TO ACCEPTANCE BY' VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DESCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS STOP SIGNS SHALL BE THIRTY(30) ONCHES TALL WITH HIGH INTENSITY SHEETING. THE BOTTOM OF THE SIGN SHALL BE SIX(6) FEET ABOVE THE EDGE OF PAVEMENT AND THE POST SHALL BE A MINIMUM OF FOUR (4) FEET FROM THE EDGE OF PAVEMENT SIGN POSTS SHALL BE OF A TYPE FOUND ON VDOT'S APPROVED LIST A COPY OF THIS LIST MAY BE OBTAINED FROM THE DISTRICT SECTION. CONTACT THE LOCAL VDOT RESIDENCY OFFICE WITH ANY QUESTIONS REGARDING SIGN MATERIAL AND PLACEMENT V18. THE DEVELOPER MUST PROVIDE TO THE LOCAL VDOT OFFICE A LIST OF ALL MATERIAL SOURCES PRIOR TO CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT OF WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED V19. AGGREGATE BASES AND SUB -BASES SHALL BE PLACED ON THE SUB -GRADE BY MEANS OF A MECHANICAL SPREADER DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN VDOT'S "ROAD AND BRIDGE SPECIFICATIONS" (SECTION 304) AND VTM-10 A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TEST. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE IN ADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP. V20 ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION OF VDOT'S "ROAD AND BRIDGE SPEC IFICATION"(SECTION 315). DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP V21 APPROVAL OF THESE PLAN SHALL EXPIRE THREE (3) YEARS FORM THE DATE OF THE APPROVAL LETTER 54" 30" —12" x 18" STND. J RESERVED RESEP2VED PARKING PARKING STND U-CHANNEL POST 1 ( VAN ACCESSIBLE PER PL PEMAL TY foo-•S00 vcH,u TY bao-zoo *ow-�w�Y tom Tow-�ru,r zar+[ VAN HC ACCESSIBLE SIGN - PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE 13" A- END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE CG-6R COMBINATION 6" CURB 8c GUTTER REVERSED NOT TO SCALE 6 t 2 R 6 1' 1 3' 1 �, 6' CG-6 COMBINATION 6" CURB 8c GUTTER NOT TO SCALE (SEE VDOT (CC-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 1 5" SM 1.5" 1 4" BI 8" CO NOT TO SCALE EXTEND PROPOSED PAVEMENT SECTION TO LIMIT OF RIGHT-OF-WAY EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 4.5 (OR AS SHOWN ON PLANS) EXP. JT. MAT'L 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1 4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK /CURB DETAIL NOT TO SCALE 4.5 (OR AS SHOWN ON PLANS) 4" CRUSHED STONE (3000 PSI) 4" CONIC - 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE 2" SM-2A 8" 21-A COMPACTED SUBGRADE ON SITE PAVEMENT DETAILS NOT TO SCALE e 5'CAR STOP EX. PAVEMENT STRUCTURE STEEL DOWELL 8 1 /2" c�1 _1 4" f_ z O_ CONTINUOUS j #4 REBAR LEA END VIEW PRE —CAST CONCRETE WHEEL —STOP NOT TO SCALE 07" WHERE STD CG-3 OR CG-7 IS USED. s" 8' — 0" 4'— 0" STD CG-2 12.1% MAX. 8: 1 MAX] OR CG-6 20: 1 L_ _ - SECTION A -A g5 DOWELS. 8" LONG O 12" C-C LOPE: 10:1 7ERMISSABLE ONSTRUCTIONI JOINT MAXIMUM PERMISSABLE CONSTRUCTION -0" MIN *3'-Ol MIN 5 -0" MIN. T — --- -" TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK JOIN SECTION B-8 12 (-�?-—LIMITS OF EXPOSED AGGREGATE SIDEWALK MIN ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM, AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED, AIND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES: 00, THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WADER SIDEWALK TANGENT PLAN LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP MINIMUM CURB RAMP LENGTH 8" FOR NEW CONSTRUCTION, 6" FOR ALTERATIONS CURB RAMP FLOORING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST;) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIFRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MA BE PRECAST OR CAST IN PLACE) THE �,..,,. DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1 SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FFLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT y;a�;F4 ADJOINING FLOORED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR PRECAST CONCRETE SHALL BE CLASS A-4 REQUIRED BARS ARE TO BE NO. 5x8" PLACED 1' CENTER TO CENTER ALONG B;OTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR MINIMUM CONCRETE COVER TYPICAL PLACEMENT CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICtES FOR AT INTERSECTION HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, WITHIN CROSSWALK COMPLETE -IN -PLACE. (WITH BUFFER STRIP) GUTTER TSOTANDARDACG S3ARE CUR NCLBUDEDR N PAYMENT WHENOPE USEDR N CION UNCTIIONCENT WITH OR CG-7, THE CURB FACE ON THIS STANDARD IS CURB RAMPS ARE TO BE LOCATED AS SHOWN l ON THE PLANS OR AS DIRECTED BY THE ENGINEER. l THEY ARE TO BE PROVIDED AT THE INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE®I WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC WILL ALSO AFFECTf PLACEMENT DIAGONAL VARIATION PERPENDICULAR CURB RAMP (CG-12A) (ACCESS FOR MOBILITY IMPAIRMENTSI N. T. S. VIRGINIA DEPARTMENT 203.05 Of 200t TRANSPORTATION Yj *' PR. STREET OR J A AISLE APPROACH TO 3� BE THE SAME AS Ln o� �a MAINLINE ROADWAY. (RADIUS TO BE AS �(` �� C a� (RADIUS TO BE AS SHOWN ON PLANS ! `� DPI SHOWN ON PLANS) Jw / Uw i B N 8 / ®RADIAL COMBINATIO —4- —�- CURB &GUTTER 6" SIDEWALK ® (ST'D CG-6) EXPANSION JOINT A 'FLOW ONNE NOTE: WIDTH "B"= 2'-0" MAINLINE ROADWAY OR AS SHOWN ON TYPICAL SECTION PLAN VIEW 4" CLASS A3-� (H ES.) CONCRETE SECTION C—C M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ® WHEN THE ENTRANCE RADII CANNOT 6 ACCOMMODATE THE TURNING REQUIREMIENTS 'ANSION JOINT OF ANTICIPATED HEAVY TRUCK TRAFFIC;, THE DEPTH FOR SIDEWALK AND CURB RAMPIS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". WHEN STADARD CG-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: 8% MAX ** MAINLINE PAVEMENT SHALL BE CONSTR2UCTED EDGE OF SHOULDER OR � 10 D TO THE R/W LINE (EXCEPT ANY SUBGRADE PARABOLIC SLOPE CHANGE OPTIONAL FLOW LINE CURVE ® - _ __ O STABILIZATION REQUIRED FOR MAINLINE: PVMT. WHICH CAN BE OMITTED IN THE ENTRANCE ) MAINLINE ROADWAY — ® RADIAL CURB OR COMBINATION CURB f4ND 8% MANY SHALL SLOPE CHANGE AX. ® --- D BEYONDTTER THE R/W LINEO EXCEPT FOR CONSTRUICTEO D REPLACEMENT PURPOSES. 5 40' MIN FOR MIN. STREET CONNECTION 20' DESIRABLE FOR COMMERCIAL ENTRANCE SECTION A —A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0% 3% MEDIUM (500-1500 VPD) <3% 6% LOW (LESS THAN 500 VPD) <6% 8% METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS (C G — I11 ) NOT TO SCALE WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. ' PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOW LINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE IPONDING OF WATER. w� F- W J Q w Z U cl Q Q Jq.�Z w> m U ww� p >F-J�cU O 0 J Q U O ~ W 3 Q 0 cZIn ` w :2 L- a_ 0 z O a C� W 0 OI z ■ 0 J 0 N +�0 NM v � cD 0) C _ N In C cn C) p _ c� � C) W �00 '�, ' (� 3 j U I() 1 p N v 0O = c p Wm In _c E a - L N U p Z � 0 C Li- Ld cn 3 QN a 0 01 Z cil ~W J LLJ �Z V) O I? ei7H 0 V � lac .� J N C. LEWF a No. 21621 z�SS W.-IONAL _ DATE: SURVEY: 06JAN03 NA SCALE: DRAWN: NA PL-PLC C. I.: JOB NO.: NA 0210023 DWG: SHEET: SP-sheet6 6/6 AUTO SERVICE AND SALES CENTER GENERAL NOTES 1. The property delineated on this plan is Lot 4B containing 1.31 acres in the Commonwealth Business Center located on Commonwealth Boulevard, in the Shawnee Magisterial District in the county of Frederick, Virginia. The developer of the property proposes to construct a 3,800 square foot building for the purposes of automobile sales and service. Construction plans for this site also include approximately 0.24 acres of outdoor automobile display area. The site is currently vacant. 2. Property Owner/Developer : Contact: Mr. Dave Holiday Holiday Construction Company P.O. Box 2715 Winchester, VA 22604 Telephone: (540) 667-2120 3. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Property boundary and topographic information on these plans was provided by Marsh & Legge, P.L.C. Land Surveyors. 5. Site Data: Parcel Area: 1.31 Acres -after subdivision P.I.N: 75((A))911 Zoning: B-3 (Business Industrial Transition District) Magisterial District: Shawnee Existing Use: Vacant Proposed Use: Auto Sales and Service Front Yard Setback (R.O.W.): Required - 35' Provided - 212.50'+ Rear Yard Setback: Required - 15' Provided - 88.33' Side Yard Setback: Required - 15' Provided - 32.54 Maximum Building Height: Allowed - 35' Proposed- 20' (1 Story) F.A.R. (Floor Area Ratio): Allowed- 1.0 Proposed- .169 (3,800sf/57,063.60sf= .07) Building and Impervious Area Coverage: Building Footprint Area. Asphalt Pavement: Concrete Pavement. - TOTAL IMPERVIOUS AREA: 3,800 sf 38,112 sf 499 sf 42,411 sf (or 74,32% of the site area) 6. Storm Water Management: provided for by existing off -site pond. See origino; construction plans for Commonwealth Business Center. 7. Landscaping, Screening, and Buffering: See Landscape Plan (Sheet 5/6), 8. Lighting: By others. 9. Parking Space Requirements: Property Line Setback: Required - 5' (Front Yard) Provided - 14.7'+ Required - 5' (Side and Rear Yard) Provided - 6'+ Spaces Required: Office Space: (1) per 250sf Auto Sales. (1) per 400sf of interior display area (1) per 3,000sf of exterior display area Auto Service: (3) per service bay TOTAL PARKING REQUIRED: CUSTOMER AND EMPLOYEE PARKING OUTDOOR DISPLAY AREA PARKING (not required) TOTAL PARKING PROVIDED: 500sf/250= 2 spaces required 1,500sf/400= 3.75 spaces required 10,440sf/3000= 3.48 spaces required 3 boys x 3= 9 spaces required 18.23 spaces required 21 spaces (including 1 HC) 58 spaces 79 spaces 10 Loading Space Requirements: None Required (1) for first 10,000sf of floor area- (3,800sf/10,000= 38 spaces) 11. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC romps off site shall be constructed per VDOT standards. Provide accessible routes to each building to meet ADA standards. 12. Signs: As allowed by Zoning Ordinance, Setback 10' from property line. Attain required sign permit prior to installation. 13. Environmental Features: Wetlands - No wetlands have been identified on this site. Flood plain - The F.I.R.M for Frederick County, Virginia, community -panel number 510063 0115 B shows the parcel area to be outside the 100 and 500 year precipitation event. Sink Holes- No sink holes have been identified on this site. Steep Slopes- Steep slopes are defined by the Frederick County Code as slopes exceeding 25%. The area of steep slopes allowed to be disturbed is 25%. No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves greater than 1 /4 acre. TRAFFI8shMFXE�ptacles: None Proposed DATA SOURCE: ITE MANUAL, SIXTH EDITION LAND USE: 841 - NEW CAR SALES PROPOSED GFA = 3,800 SF TRIPS BASED ON 1000 SF GFA: WEEKDAY: 37.50 X 3.8 = 112.50 TRIPS AM PEAK HOUR: 1.84 X 3.8 = 6.99 TRIPS PM PEAK HOUR: 2.50 X 3.8 = 9.50 TRIPS SATURDAY: 21.03 X 3.8 = 79.91 TRIPS PEAK HOUR: 2.97 X 3.8 = 11.29 TRIPS SUNDAY: 10.48 X 3.8 = 39.82 TRIPS LAND USE. 840- AUTOMOBILE CARE CENTER PROPOSED GFA = 3,800 SF TRIPS BASED ON 1000 SF OCC. GROSS LEASABLE AREA WEEKDAY AM PEAK HOUR: 3.22 X 3.8 = 12.24 TRIPS WEEKDAY PM PEAK HOUR: 4.01 X 3.8 = 15.24 TRIPS SITE PLAN LOT 4B, COMMONWEALTH BUSINESS CENTER FREDERICK COUNTY, VIRGINIA 75((A))91I LOT 4B 63((A))86 B. HOLLIDAY H. P. HOOD, INC. ZONED: B-3 ZONED: M-2 [DAVID USE: VACANT EX. USE: INDUSTRIAL R. USE: AUTO DB: 935, PG: 739 LES/SERVICE AREA:1.31 acres 942, PG: 1182 -- -- -- -- -- -- ----�`�------=------- r�-- -- rr - - � = �-1 F- _ - _ _-���---- t\ 75((A))91 G II LOT 4A III I III II SPIDERWEB I I I I I TECHNOLOGY, LLC I I I I I I \ I fl 1 u I ZONED: B-3 I III II �X. USE: COMMERCIAq l I I I I I I I DB: 954, PG: 1648 LOT 5 1 II III 75((A))91C LOT 3A LOT 6A '�1 {� ' I" 11 -- I 1 I �� -3rJ L--- __-� _. DAVID B. HOLLIDAY . -_ -- ZONED: B-3 ' LOT 6 - I I -- I �/ / 75((A))91 D i I EX. USE: VACANT / _ I / / LOT 4C I LOT AREA: 6.0238 acres / 25 - �Q I DAVID B. HOLLIDAY I N lk 4 r\ \ `� ii / / ZONED: B-3 �R y/' �i - J / / EX. USE: VACANT II 16� / l\ LOT AREA: 1.59 acres LOT 1 Co \ \ \ \ 75((A))91 B I \ \\ \ LOT 2 CLUSS PROPERTIES OF VIRGINIA, LLC _ \ \\ \ ZONED: B-3 `\ VACANT DB: 948, PG: 1134 \ PROJECT DESCRIPTION Preparation for the construction of the proposed project will include the rough grading of approximately 1.3 acre'a n; land. Grading operations will generate fill and cut material which should be utilized on -site Existing Site Conditions The site is open with mixed grass vegetation and is currently vacant. The construction area generally drains toward the Commonwealth Boulevard right-of-way. 100' 0' 100' SCALE: 1 "=100' - - - 4 641 ASSY. ASSEMBLY BF BASEMENT FLOOR BILK BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT FF FIRST FLOOR FFE FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FIG FACE OF GUTTER FH FIRE HYDRANT F.L.S FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MB MAIL BOX MH MANHOLE MSP METAL SIGN POST NDC NOSE DOWN CURB N.P S. NO PARKING SIGN NRT NO RIGHT TURN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD 11LEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED REDUCER R.O. ROCK OUTCROP SAN SANITARY STD. STANDARD T B.D TO BE DEMC'"SHED T B.R TO BE REMOVED T B.P TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION R:SER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWEP `OLE WSP WOOD SIGN POST WTP WOOD TELEPHONE POLE WV WATER VALV' 5'R RADIUS IN FELT x00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPGT ELEVATION CONSTRUCTION NOTES Adjacent Areas 1. The existing utilities shown on these plans are based on available information The The northwestern boundary of the property is adjacent to on existing commercial development. The northern boundary is adjacent to CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing an existing industrial development and the eastern property line is adjacent land that is currently vacant. Along the southwestern work and for any damages which occur by the failure to locate and preserve these utilities. If the boundary is the Commonwealth Blvd. rignt-of-way. CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and Off -site Areas assure the continuance of service. Coll "MISS UTILITY" 0 1-800-257-7777 two days prior to any During clearing and grubbing, the site contractor may transport off -site the residue from the existing vegetation. During earthwork excavation. operations, the contractor may import or export materials as required to achieve final grades and specifications 2. The CONTRACTOR shall hove approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at all times. EROSION AND SEDIMENT CONTROL MEASURES: 3.02 Initially, a 12'w by. 70'1 temporary stone construction entrance will be constructed near the entrance from Commonwealth Blvd. 3. Cut and fill slopes shall not to exceed 2-horizontal to 1-vertical unless otherwise called for on the The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights-of-woy. This may plans. require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto 4. Controlled Fills: roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and tracked onto roadways will not be permitted under any circumstances in other areas as designated on the plans. B. Controlled fills sholl be compacted to 95% density as determined by methods per standard 3.05 Silt fence will be installed in selected locations downstream from the construction area as a first measure of construction. Silt proctor ASTM D698 Density shall be verified by a qualified soils engineer. fences shall be inspected after each rainfall and of least once daily during prolonged periods of rainfall. Any required repairs sholl be C. Controlled fills sholl be compacted in 8 inch lifts (loose thickness) to the specified density, made immediately. Damaged, decomposed, or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed beginning from the existing ground surface, unless otherwise approved in writing by a qualified after each storm event. They must be removed when deposits reach approximotley one-half the height of the barrier Any sediment soils engineer deposits remaining in place after the silt fence is no longer needed sholl be dressed to conform with existing grade and stabilized D The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the 307 A block and gravel drop inlet sediment filter will be installed around each of the proposed storm water drop inlets immediately some density as the controlled fill to be placed thereon after installation. The structure sholl be inspected after each rain and repairs mode as needed. Sediment shall be removed and the E Fill material shall be taken from approved borrow areas It sholl be clean soil, free of roots, trap restored to its original dimensions when the sediment has accumulated to one-half the design depth of the trap Removed woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material sediment shall be deposited in a suitable area and in such a manner that it will not erode Structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized 5 Blasting is not permitted within 25 feet of existing utilities without owner permission 308 Silt fence will be installed as culvert inlet protection at the upstream ends of culverts Silt fences shall be constructed and 6 Add topsoil adjacent to the backs of curbs to allow for settlement. maintained as previously indicated above under section: 3.05 7 BENCHMARK: The designated job benchmark shall be the existing stormwater structure located within the 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be Commonwealth Boulevard Right-of-way, in the entrance to the adjacent Spiderweb Technology property. Elevation= 744.07 uniformly spread and rolled to a minimum depth of 6" or as coiled for on the plans. Topsoil shall not be placed while in a frozen of Confirm benchmark elevation with Marsh & Legge, PLC, 540-667-0468 wet condition. 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable 1 Temporary i i with h 1 i applied i i i 3.3 empora y seeding n accordance th the E & S Std & Spec 3 3 will be opp ed to all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days sholl be temporarily seeded and 9 Where plans call for matching existing pavement, the CONTRACTOR sholl provide cut joint or mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All asphalt overlay as required to provide a smooth pavement transition temporary seeding areas will be mulched in accordance with the schedule included herein. 10 All property corner markers disturbed or otherwise obscured by construction are to be replaced All seeded areas will be mulched in accordance with the schedule included on the construction plans. and verified by a certified land surveyor at the CONTRACTOR's expense Permanent Stabilization 11 Pavement construction and material items called for on the plans refer to VDOT standards and The contractor shall stabilize all denuded land within 7 days after the end of construction Permanent stabilization shall be applied to specifications. areas that are to be left dormant for more than one year During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all 12. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: 13 The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off site construction activities Seedbed Preparation a. Scarify top 1" to 2" of soil after final grodes have been achieved 14. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate b Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf) utility company as necessary. SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Toll fescue 60 Ib.ac 97 85 15, All sanitary sewer and water supply construction shall conform to the current standards of the Red clover 8 Ib/ac 95 65 Virginia Department of Health and the Frederick County Sanitation Authority. Ladino clover 8 Ib/ac 95 65 16. The CONTRACTOR shall provide line painting as generally shown on the plans to delineate Nurse Grass -(season dependent) SEQUENCE OF CONSTRUCTION parkin stalls and traffic patterns. 9 Sept 1 - Feb 15� 1. Establish the construction entrance s Annual Ryegross 12 Ib/ac 98 85 ( ) 17 The Contractor shall obtain o Land Disturbance Permit from the Frederick County Inspections Department prior to 2 Install silt fence, diversion berms, and other perimeter controls initiating any site work. Winter Rye 12 Ib/oc 98 85 3 Clear and grub site. May 1 - Aug 31 4 Strip, stockpile, and stabilize topsoil 18. Erosion and sediment control practices shall conform to the requirements of the Virginia Erosion and Sediment Control German Millet 12 Ib/oc 98 85 5 Perform rough grading of site. handbook and the requirements of Frederick County. or 6 Install storm sewer and inlet/outlet protection Feb 16 - Apr 30 7 Install other proposed improvements as shown. 19 Provide exterior lighting in accordance with the Owner's specification Install all exterior lighting to preclude off -site Annual ryegross 12 Ib/oc 98 85 8 Perform final grading and site stabilization. illumination Mulch: 1.5 ton/oc small grain straw 9. Remove temporary controls Fertilizer: 1000 Ib/oc 10-10-10 FREDERICK COUNTY, VIRGINIA 7 I VICINITY MAP 1" = 2000' 1 COMMONWEALTH DRIVE A WATER l 1 1 LIST OF DRAWINGS: SHT. 1 /6: COVER SHEET SHT. 2/6: SITE LAYOUT PLAN SHT. 3/6: SITE GRADING PLAN SHT. 4/6: STORM SEWER PROFILES AND DETAILS SHT. 5/6: SITE LANDSCAPE PLAN SHT. 6/6: CONSTRUCTION DETAIILS TH OF -9 -03 �~ �p C. Lj�WIS RESPONSIBLE LAND DISTURBER NAME: _ CERTIFICATION nATF THE RESPONSIBLE LAND DISTURBER IS THE PARTY" RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL PAINTER-LEWIS, P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 Email: pointlew0earthlink. net JOB NO.: 0210023 SHEET: 06JAN03 1 /6 LATEST REVISION DATE: "','. C1. 03 stone general backtul (see note) OD CONCRETE CRADLE CONCRETE ARCH general Cal 1" 1" select Dackfil, ee note) 6" 1 /2 G G. 6" -_.-_general backt�n ,,. , ,See mute, ­__ 6` _ i_oncrele CONCRETE ENCASEMENT NOT E To be Lompactei: to 95 rl of AS 1 M 0698 maxun,,rn density TRENCH & BEDDING Figure 1 METER BOX and COVER f iE I Ell SI�i: MLi Eli f30X _-I-,.METER BOX COVER _-_.----- Non- IYaflic M32C PW Traffic A32HH T -� Nun-Traffi . M( au Frame WITH RML-t T (Top l d) - - _ Treflu. MC 30 (Frame) WITH RML 12 T (Top Lid) _Wei as roqu:,ud treated 2"x 4- with. top 6' painted blue i molar cover 1 set 2" above j /`-fin grade prior 8, to sodding u . -1. surrounding Do, 45' type K ,uppe, 1 :ubrng, Continuous - wittwut joints fron � main to meter �- g' stung it -� Deddin( water Main•) METER SETTING PARTS _ r,cr:rtw Yokel arryle yoke angle check expansion I wheel size1 size ��I- } bail valve i valve ( Sr8 x3/4"IY502I BA94-224W 11HUA91 323 TV }- EC e3 :uro & gutter Street & C84.34 _y _} 3 a tY503t BA91.323Vv & HHCA91-323 TV EG23 j �_r ` C84-34 & C84-34 t t t--- t- I t,6ar BA94-444W HHCA94-444-TV EC-4 INSTALLATION NOTES t i 1 O1 to back of o sidewalk 1 Exact location of meter box assembly t to be approved prior to installation shall be I 1 type 2 Water service crossing street t encased in 3' dia, SCH40 PVC or M ` ; copper m SDR21 piping The piping shall run from I :. one toot beyond sidewalk, across the street, to one toot beyond sidewalk TI 444 --1 x 1 TEE - I DUAL METER INSTALLATION 5/8"x3/4", 3/4" & 1" METER INSTALLATION Figure 5 SDR 35 spigot _ by gasketed bell 45' bend ;see note) - 32.50 100.00' S 5;-3757"" E 195.00' EX. 20' WATER ESMT. 5' PARKING SETBACK_ ( EX. WiI ESUT- EX. 20" WATER MAIN DB: 911, PG. 515 D 99 1, PG: 515 EX. 20 WATER R MAIN 1 _ - concrete pad � 1'-6` sq. x 6' deep 15 \ f- - -1 1 REAR BRL -- - - -1- -- -- -- -- -- -I- - -- -- -- - - --- PR. DI-1 a 5 -- _. L - (DINV. TOP= 750.25 OUT= 745 80 - 153.00' 0 o: 1 j ILAJ screw type--- \ I o 1 oN 17 II cr_ ad)us[abie valve box \ 36" rniri \V 1 PARKING I I � AREA CURB CUT 00 I YPPROVIDE FOR AGE WN --- ocatiun marker FREDERICK COUNTY SANITATION AUTHORITY NOTES --stone I valve magalugged \1 I W I Y I - 1 - Water and sewer lines are to be constructed in accordance with these plans. Ia �, m to main 1 p < ;=j'= :R.••r�• megawgs - y requirements of the Frederick County •.�.• •�'�• --rne alter The lines shall additional) meet OII r a I w 00 w g ' ''•y SanitationAuthor m U (/1 1IAuthority. N o - --- r : i �,. I''i`•,:°•'6• ,si:s'fi 2. The CONTRACTOR shall coordinate with, and arrange for inspection by, the I I I ASPHALT PAVENT PROVIDE GREASE TRAP IF ••: ''_:'~• s;:;i1. 'I .=s•iti fis� a ::�$: ••_•• .• •• i=: i . s11. FLOOR DRAINS ARE TO BE "' a •�;e�,•.,,�•., •• •s:• �` t s• ( Authority. I INSTALLED WITHIN THE PR ;6=ii 9i:i i ..;.•.;.• ;:••.••••% • 'ri=:• �s•i .•�?;:;r: ;�_� i ' ;:;.;I;s>ti;. 1 y �o I o BLDG (SEE ARCHITECTURAL --thrustoiu_r. �__ 18"to24" I 3. Exact locations of water and sewer Services on new lines are to be I M PLANS FOR ADDITIONAL 8"x1116•solidbiock coordinated with the Authority's Inspector. o INFORMATION.) (for valves 12'and larger) I 35 � 42' -R3 ' 100 00'- 26.00' o 4. The Sanitation Authority maintenance department is responsible for the 00 LL u OR ROLL -UP R POLL -LIP DOOR - �� - I installation of water meters through 2" in size. Before a permanent meter is 1 I 1-3 Note: this detarlisalso I 1 set, they require: 1) the frame and cover to be properly aligned with its meter I I PR. BUILDING NN used for butterfly valves 1 1 I 1 � FLOOR AREA= 3,800sf o Z x n k r' h frame n r h final r f h of 11 1 box and yoke bo 2) the a e and cove to be set to the a grade a the o o � w Q 1 I I lot; 3 the distance between the to of the cover and the yoke bar be between N I �' I o SERVICE SERVICE SERVICE FFE= 753.80 o GRASS 1 ) P Y BAY 1 BAY 2 BAY 3 In � J 18 and 21 inches; and 4) all components of the meter box assembly to be in I OFFICE SPACE= 500sfCL 1 I 1NT DISPLAY= 1.500sf 11 I I proper working order. It is the developer's/contractor's responsibility to have the 1 I �G-6 EXT DISPLAY= 10,440sf F- I meter box assembly installed correctly. L 0 1 ri O 36.41' GATE VALVE 11 ( I 1 COW. D --- >_ Figure 8 ( I I 6. When an existing water main 'stopped for the installation of a new line: 4.5' CONC. WALK 26.50 I WALK Q 1) I I 1 a. the Authority shall furnish all labor and materials to make the tap. I 9.00' a 43.00' ---- 11.00' MAIN o ( J b. The developer/contractor must: (1 ) make application for the tap, (2) pay I Zrio - � ~ENTRANCE 1 I I deposit (before work begins); (3) mark the location of the tap; (4) make final I t" 4❑ �' 11 I I payment when the work is completed. 1 I 2a.00' o �9.00'� HC RAMP 1 I I j AISLE R4.5TYPR4.5 4.50 GRASS R4.5' 0 1 8.00' 8.00 PARKING AREA . +x PROVIDE STRIPING AS SHOWN. w cone re4u >w. I 11 I I R24' HC. SIGN `� i twee wan :wwr°i 'Ia' 1 I\; - ❑u°,ra.� Yauo } I I MOUNT ON BLDG.�AS REO'D � a CONNECT PR. 1 "0 I F- • �' WL TO BLDG. AS I ( 63 Y i8.2 REO'D. _ ) CG-6 31.00' o 1 m PR. CO rn . .d tw 1 I W ,.Jti 3 = = = _ � _ _ - _ = JJ I 1 `.° cal u, R30' ` R4.5' ��-® o R4.5' PROVIDE YELLOW CURB MARKINGS, W ( Z Q z IQ o FIRE LANE STRIPING AND MARKINGS, I W Z -- - - -- --- -- --- - - - - -- -I I 1 :� � cn /� AND "NO PARKING FIRE LANE" U a_OLLARD DETAIL \ 1 • I � al -' --- SIGNS AS SHOWN OR AS DIRECTED I � U O - - - - - - - - - - - - - - - tq a PR. YARD LIGHT BY FREDERICK COUNTY FIRE > I I� Of R4.5' BY OTHERS MARSHAL. OUTDOO W > 1i_ DISPLAY 1 I � W / i I .50' AREA ( Q Z Z} ",, r.. e ear• ' ► 1 1 , 56 ,, I I Z J m Z Q �- m O CD I W _ O F- OUTDOOR OUTDOOR Z 1 0 Q J Y DISPLAY � � � (n Q U_ DISPLAY tiYir:e „ AREA PR co � Ra.s' � I r I I � AREA CC-6 O � v v 3 O y Z W ioi I � N 30' 6 Q / 1 I NOTE: o Q� ® ro F O W �- OUTDOOR DISPLAY AREAS o U ) w Q EX. TRB rn Q - - APRX. LOC., OF EX c, > -, I SHALL NOT BE STRIPED a / O W 42.10'-15"0 RCP / R4.5' - `95% , / O � I PARKING STALL LINES SHOWN, a / o tY O - I ARE FOR DELINEATION AND = U nu:nanicai ,root I / I E X C 0 -� ' • . ,«ni lea war EX. STM. STIR. _ - -- - - I v 6'brand, J / _ _ / GRATE= 743.67 _ - - - - - - - - - CALCULATION PURPOSES ONLY. S o / INV IN= 740.62 L - - - _ .. _ 1 /J / �� ■ v x----------- � _`� 1 INV. OUT=740.42 I� PR. INV. IN= 740.62 o FIRE HYDRANT ASSEMBLY / I O EX. 20' STORM SEWER Figure " / �, AND DRAINAGE ESMT. I ! OUTDOOR N / I r / O • N DB: 942, PG 1182 DISPLAY / PR. 8/ DI-3B ' AREA PR. CO ((CAP TO BE / TOP= 751.10 ■ 4_ ' _ I APPROVE FOR / INV. OUT= 747.10 a O M I VEHICULAR TRAFFIC, TYP.v / 22.5• APRX. OF X. APPROXIMATE LOCATION PR. YARD LIGHT BEND / / Ittn N L 61.08'L115"m RCP SAN. LATERAL 1 I II BY OTHERS 1489' / / / / v I 1 - 0.839� EX. 30"x19" RCEP - / j � L BENCHMARK: �4 \ I PRoVIDEEGG YELLOW (SURB A / / / +� o (D o y w *'C41 REMOVE AND AND PMA ARKINGSF RED LANE" R4.5' EX. STM. STIR. ATE T � I e TOP= 744.07 4 - `\ `� EX. \ METER AS SHOWN. I SIGN AT FH ISLAND a �o /�` ' 0 M O �� DIRECTED NBYOF RED. { 0 / / J O INV. IN= 739.88 ti INV. OUT= 739.78,_ CO. FIRE MARSHALL. �, ?' h4 / I --• Y \ cast Iron cleanout cap vino Dress ploy I - / - �.• , having a countersunk square head 0 \ r EX. FH 1 OUTDQOR�� v _ c !r r • r.-_. `f 1i. _ .,,o Paneiia Mode( PA4SV CSK (4") \ -� -- - 1. Panetta Model PASSV CSK(6') EX. STM. STR. o INSTALL PROPOSED STORM SEWER GENERALLY EX. CV I �° v /� / 0 t7 T = 744.1 A H WITHIN EXISTING EASEMENT. E 44.00' R4.5' ry a DISPLA Q „ ?- - OP 6 ^� S SHOWN E S G EASE E i k dr y� yyyy � . / w _ ^"'' • i unisnedyrade „�=� INV. IN= 739.66 SAW -CUT EXISTIA[G PAVEMENT AND CURB AND \ ?S � I 1" WM `X' -m � / �• • , ARE � v a to - .,I - `""� INV. OUT=739.56 RESTORE TO ORIGINAL CONDITION AT COMPLETION EX. GV NEW LOC. fig' g CRq/ L v U \ 3 rninimum i > 4- - COORDINATE INSTALLATION WITH PROPERTY OWNER FOR EX. FH. 4?, AGfCD CG-6R R12.5' c, 440 SDR 21 gasket _ AND MAINTAIN ACCESS TO PROPERTY AS REQUIRED ; �� �' >>g Mj TOP= 748 4tQ ti. o Z O F_ W p PR. 8'-DI0' �o o �'� SDR 35 8"x4' pipe and fititnge // atv R. 45' BEND R. S - SCH a0 7­square concrete skid paa / 2 7 C -/ _ y 8.03 INV. IN 3)) 744,,E�, 55 15' '~ I 20 x zo°x tz° deep ABANDON EX. SERVICE LINE AT EX. GV. \\ \ a I y, IN �5. = 742$0 ° gasketed boll wye solvent (sea note] weld cap ` �' SERVICE. TO TAP MAIN AND REINSTALL Fk 8„ RCp ®, 1 I IN .OUT= 742.45 \ ` �� ��,� PR. FH ASSY. .;. w \ / O �q��0 , 7.87' <m a property -- 4,. stone \ ARC y o ti y PR. CO •;zr � � � � �pC \ EX. CO R10 one i / / \ I cleanout pipe - o l ^ 0 I - SDR 21 A /y \ 1. �� \ 2 o o jS / Z� r� j } F / / F- LLJ C ' sDR 35 spigot by / V�Lj 2-I , `� R8' ry \ONT / / J W rr -- SDR 21 gasketed �i SDR 35 Dell adapter 1 je •?� S pq O 9B. Z --------=- - • - +-- - . -, gasketed Dan wye \ / EX. GLM �,pN R. SIGN � /B, �/ / l C' m uker - - 6 rnir (see note) / SDR 35 spigot by �� \ X� 0 / 0 - Z cover sarotary gasketed bell 45` SE k `�- / \ f ?S D 9 j / O Z i- - --.. sewer mall SDR 21 bend {see note) ESUr \ �R B' 4.QC. 1 9 R4.5' U W "J� "q� 2 CG-6 3 IN 0 T=STU� OUT some- �BgSo 8o8go;8o8g o�E°°° ;:. r-� \ "9' S3� U 5 o°o°oc°oco°o°coo°ococ°cc°o 'e✓;in•:-v ° [�-.-------••••-• .., \ �57 °000cooaoococc°cc000c" o .a :.t.r':'.r. S�� ` � 2 / \ ` OO 0 0°0 00000•0 0 0 t ' ,.-,.. .' ,_ Ek, fY O. °_ `5 / 7S',8„ ti CUT AND REMOVE Ex PVMT - CG-6 ytR o i. W11 ,.<•-'°'" ;. PVC ® VAR AND CURB ALONG SAWCUT LINE PR. CG-1 1 L f Q5>� \ \ IA8 70 PROVIDE SMOOTH PVMT. JOINT. �`UNf \ ENTRANCE - 6' stone Dedding • treated 2`x ill `- `\ / N. SEW. \ Yt R PR. CONNECTION TO EX. INSTALL CG-12 AS \ l to 6` painted green - - _i NOTE t Where len ih dt service lateral to exceeds iTi' 20' IRECTED BY VDOT / EX. ELEC. \ _ 75' a cleanout assembly shall be furnished at t, / �` INS WL TUB �Y CONTRACTOR •� \- 4" pipe at 2.00% �` ` INSTALL �1) 8 x6" REDUCER r INSRE�TO\R // �N EX. �R CONDUIT \ \ � � N �. LEWIS a p p the property lint / v minimum grade / ti / 4'. 2 It top ut sewer main h a greater than t 5, than �` (\ \ No. 21621 wye antl be to be heavy wall SDR35 EX. CO \ ` EX. SIGN tr \ Fk \ O PR. 8' 8' \ TOP= 748.2048.20 � \ \ \ -___INV. IN (4)= 744.25 �SS70NAL () SDH 35 spiyot :;y SDR 21 yesketeo ben adapter concrete cradle If top of main is greater than 15' deep Note: It top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 NNyy IIN 6 = 744.25 40 \ INV�OUT= 744.00 \ \ s / PROVIDE 10' GUTTER \ \ SIGh71 Oy PAN TRANSITION FROM \ you a / \ STANC CG-6R-TO CG-6 \ \ s. 3j \\ F \ \ DATE: SEWER CLEANOUT �Z / / S'`8„ � 2S \� 06JAN03 G - O EX. SAN. MH Figure 17 \ ro s RIM= 744.50 p�C ® 0 r" Z INV. IN= 737.75 1• \ _� SCALE: r / 669 APRX. LOC. ER EX. SAN. �• \ / / INV. OUT= 737.55 ° SqN '\ \ L,4T. SB VERIFY LOC. PRIOR �'9� 1 "=20' 4 TO CONSTRUGTION. \�\ \ y \ / 20' 0' 20' 60 \ SFW \� ���16, \ \ C.I.: Fk 11o, �\ N A Sq H sFw DWG: \ / SCALE: 1 "=20' ESMT \\ SP-sheet2 SURVEY: M&L DRAWN: PL-PLC JOB NO.: 0210023 SHEET: 2 /6 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 % OR GREATER EXISTING PAVED ROADWAY \ FILTER FABRIC SECTION A - A NOTE: / SPILLWAY USE NDBAGS, STRAW BALES SEDIMENT BARRIER OR HER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN AS EQUIRED SUPPLY WATER TO WASH WHEELS IF NECESSARY' r Q / FLOW w >� a A A WASHRACK 2"-3" COURSE AGGREGATE MIN 6" THICK I z DIVERSION RIDGE w 70' MIN. PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL WITH CRUSHED N AREAEDAPPROVED CONSTRUCTION THAT DRAINS INTO ANON SEDIMENTONE TRAP OR TAINGUARDS ENTRANCE/EXIT 4. INSLL CATTLE AS CALLED FOR ON THE PLANS A WOOD STAKES OR METAL REBAR. - STRAW BALES TIGHTLY STACKED OR c a OFFSET CORNERS r. AS SHOWN. ' a DRAIN GRATE b 0 0 GRAVEL A BACKFILL LESS THAN 5% SLOPE A PLAN PONDING HEIGHT STRAW BALES GRAVEL BACKFILL DROP INLET SECTION A - A NOTES. 1, DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%) 2 EMBED THE BALES 4" INTO THE SOIL AND OFFSET CORNERS OR PLACE BALES WITH ENDS TIGHTLY ABUTING. GRAVEL BACKFILL WILL PREVENT EROSION OR FLOW AROUND THE BALES. 3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY- PASSING THE INLET, EXCAVATION OF A BASIN ADJACENT TO THE DROP INLET OR A TEMP- ORARY DIKE ON THE DOWNSLOPE OF THE STRUCTURE MAY BE NECESSARY EROSION & SEDIMENT CONTROL KEY EMBED STRAW BALE 4' MIN INTO SOIL DROP INLET SEDIMENT BARRIER STRAW BALE/GRAVEL 3.02 TEMPORARY STONE CONSTRUCTION CE� ENTRANCE 3.05 SILT FENCE $F X X X X 3.07 INLET PROTECTION-- O 0 3.08 CULVERT INLET PROTECTION CIP X x X X i 3.30 TOPSOILING TO 3.32 PERMANENT SEEDING pS 3 35 MULCHING MU cr) co — — — — — — — — — — — — — — — — — — — — SF / — — — 5 57.325165. T` E � 00" s� EX. 20' WATER ESMT. ( 5_PARKING SETBAC7K ` \ \ SF I — EXD 9 1 WAT�.5�•- Z \ � EX. 20" WATER MAIN DB: 911, PG: 515 I r� �— I I EX. 20�YVA AINZliii\ _ O Z Ps TO MU — x — — — — U 0 1� L_-4 I Z or- SEQUENCE OF CONSTRUCTION ! I I 4 (n 0 GRATE I ; i�F4_TC � p 1 Establish the construction entrance(s) 2 Install silt fence, diversion berms, and other perimeter controls ( I I 1 4 3 Clear and grub site 1 NDC C� 4 Strip, stockpile, and stabilize topsoil 5 Perform rough grading of site. V 6. Install storm sewer and inlet/outlet protection. 7. Install other proposed improvements as shown. I O 8. Perform final grading and site stabilization. 9. Remove temporary controls. `I \ / I I 1 J I .Q I� Iw o 4 TC rj).. -..- e.-_.. ..__. TC HP H V V V V \ BACK OF --_SI-D_E-W-A_L_K_A_C_A_T-CH _BASIN I I \\ �BUttT ING Z TFLOOR AREA= 3,800sf PSOI_ STOCKPILE J 4 (I ( I SERVICE SERVICE SERVICE FFE= 753 80 PS To MU ^ I I I I P BAY 1 BAY 2 BAY 3 OFFICE SPACE= 500sf CL INT. DISPLAY= 1,500sf 4 EXT. DISPLAY= 10,440sf TC Z 2X4 WOOD STUD I ( I In BACK OF CURB CONCRETE BLOCK II I II I k I I Q CURB INLET x �j vM I TC SF to I I I I I d\ / II ) II \ I TC Ps To Mu I ( \ I TC V PVM . T I I w w , C WIRE SCREEN OR FILTER FABRIC �/ L A CONCRETE BLOCK PLAN VIEW II I II TC �x m f �I W Z a PONDING HEIGHT I( `� I w I / W Z OVERFLOW CONCRETE BLOCK I TC PR. LIGHT TC (n M tr \ I TC BY OTHERS x �SJ•s ^ `I I (n CURB INLET I I I I I I/ W w (WIRE SCREEN OR I II I I Z. j d- v:l Z FILTER FABRIC CATCH BASIN % / I I 1 Q d, m 2X4 WOOD STUD ' I I I I �S� I (n O 0 T11/ 1 1. j _j SECTION A- ATc I I Q V NOTES. s� 1 1. USE BLOCK AND GRAVEL TYPE SEDIMENT / \ BARRIER WHEN CURB INLET IS LOCATED IN \ / I I I t 0 Z W GENTLY SLOPING STREET SEGMENT, WHERE \ WATER CAN POND AND ALLOW SEDIMENT TO I( 1 I / \ U 0 Uj SEPARATE FROM RUNOFF. / + \ I C J \ � Q �► 2. BARRIER SHALL ALLOW FOR OVERFLOW O FROM SEVERE STORM EVENT ` \ , t I I \ / / a 0 3. INSPECT BARRIERS AND REMOVE SEDIMENT —,. AFTER EACH STORM EVENT. SEDIMENT AND CURB INLET �, V I 71 C� GRAVEL MUST BE REMOVED FROM THE SEDIMENT BARRIER - _ GRATE= 7 .67 - — — _ — _ — — — FT _ SEX CO I I / C TRAVELED WAY IMMEDIATELY. EX. STM. STR. � � + L� INV. OUT=74 42 \ ' _"""'J ♦ �■ PR. INV. IN 740.62 I I I V � I \ 74 � �, EX. 20' S�RM, Sh'V+IER # � � � / C / / ■ ON \ AND DRA NAG ESM . .�B: 942, PG 182 I / / ■ 3CY'C PR. YAR IG \ N I C \\X \ \ .•, BY OTH S N -C .,. - 88 L r: EX. Wt SIF I s� o`" ��0 � O EXTRA STRENGTH FILTER FABRIC \� Q' \\r p � 1 `9 4 S L C '- 1 _: NEEDED WITH WIRE SUPPORT ,r Xr:`"G� I TC O r / m V) -C \ Fk / / W a) 0- '( — STEEL OR 56 \ p�{,F�( / ��1 Y \ Ge?g4GRA�N \ `�' -C UO WOOD POST \ - \ r "� \ 2, pC GF \ \ / C_ L� t Z9� MT ( Z 3 w �— FLOW X \ \ 4 a 4/ / a o TCEX 40 I f \ T 10 FT MAX. SPACING WITH \ \ �+•� \ PS Z WIRE SUPPORT FENCE / \ n, AO \ \ ro M �+E 3S" F / / / \� W PONDING HT. PONDING H7 \ ' \ IBy \ 9 ""r/iy — / % / o \ \ Z z STEEL OR WIRE & FILTER FABRIC / \ U W WOOD POST ATTACH SECURELY \ ` 36 HIGH MAX / TO UPSTREAM SIDE OF POST. \ O � 5 - RUNOFF RUNOFF ? fX. '� \ \ � Afjr -- �_—�4,X 4 1 F� I(: \ 1 fH 0 9" MAX. �— \ 2'5_8., _ /�� ` IP P ! (RECOMMENDED) PVC /, _ \ V,4 �\ ,� 4 l _ STORAGE HT. U ® Q 5 ?` \ 1 TC �`�.� 4 �g&�, ` \ 0 4 / CIP o� i HN C. LEWIS 2 MIN 12" MIN \ �� / / � \ \ � � � No. 21621 4"x6­ TRENCH \ \ / �� \ \ \+ —�4 CO FCO \ \ \ \ \ W WITH COMPACTED �� �X OA ION Gl� BACKFILL \ � � \ STANDARD DETAIL ALTERNATE DETAILAL <oc \ \ \ TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE. 4 SET POSTS AND EXCAVATE A 4"x4" '� \ / _ \ \ � \ � —\� DATE: SURVEY: 1 INSPECT AND REPAIR FENCE AFTER EACH OFPOSTS ANLONG THE LINE ' \ 3> \ \\ \� \ \\ \ \ STORM EVENT AND REMOVE SEDIMENT WHEN \ \ \ S \ NECESSARY 5. STAPLE WIRE FENCING TO THE POSTS Op / - \ O6 JANO3 M&L 2 REMOVED SEDIMENT SHALL BE DEPOSITED y \ l R M SA744 50 \� pLC \ \ SCALE. DRAWN: TO AN AREA THAT WILL NOT CONTRIBUTE 6 ATTACH WIRE FILTER FABRIC TO THE WIRE y \ INV. IN= 737.75`�3 \ \\ MH —4 SEDIMENT OFF -SITE AND CAN BE PERMANENTLi FENCING AND EXTEND IT INTO THE TRENCH �� \ \ / INV. OUT= 737.55 s9 �\ '\, 2� \ \ 1 =20 PL-PLC STABILIZED 7 BACKFILL AND COMPACT THE EXCAVATED X S'4N \ \ 94►" \ 3 SILT FENCE SHALL BE PLACED ON SLOPE SOIL. �� s \ \ 2O O 2O GO / SFw \ \ � ,`B C I ,JOB NO.: CONTOURS TO MAXIMIZE PONDING EFFICIENCY \ / \\ � e� \\ \ ��� ` \ \ \1 2' 0210023 SILT FENCE DETAIL WITH WIRE SUPPORT \ \ ?0'S �\ \ `� \ \ NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 305 ` \ \ / / qti SFW � � \ � DWG: SHEET: 1 ` SCALE: 1 "=20' / ESMT \ \\ \� �� \ SP—sheet3 3/6 I■I 1 1 •�����������t�����������ml i! err rW�����������1�■������������. �i�.:� 1 � ' • •: ..CUTTER 2'-0" cr 2 APPROACH GUTTER :WARPED GUTTER SUBBASE HARDWARE CLOTH WEEP HOLE SEE NOTE 8 -STEPS SEE 800 ' � NOTE 5 ' 2'-8" 8" 4'-0 SECTION A —A BARS A Z X a 2'-10" 2„ 00 2CN SS KEYED CONST. WARPED GUTTER BARS G JOINT APPROACH GUTTER _....... _ ., _. -. -- t BARS E BARS F BARS E B ' 8" t 68 8' �--BARS B 3"0 BARS F 3' WEEP HOLE FRONT ELEVATION SECTION B—B (GUTTER REMOVED) 8"-1- k �I �--8" t .25" GALVANIZED .5"x.25" A ALVANIZED (.5% TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. 5x 1 /4" BENT t /4"R PLATE t 4" STUD SHEAR TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. Ln TYPE A CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TYPE B TO ANGLE IRON AT 2' C-C. CONNECTORS AND IS TO ANCHORED WITH 1 /2"x4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2' C-C, APPR PAVEMENT 2 __TTWARPED PAVEMENT A B L-VARIABLE - MAX. 20' 1--- -3'-0„ KEYED BARS D CONST. JOINT BAR G 7 w BAR C �InJO v �'�3 a nCL w W � o `BARS F aJ a. �N I \ 0 DI-3A DI-3B DI-3C 0L ,� 0 FLOW = FLOW FLOW 0 FOR USE IN SAGS FOR USE ON GRADES BOTH SIDES TO BE SYMMETRICAL STANDARD CURB DROP INLET 12"-30" PIPE: MAXIMUM DEPTH (H)= 8' NOT TO SCAL VIRGINIA DEPARTMENT OF TRANSPORTATION 104.09 STORM SEWER PROFILE -0,. S DETAIL WHEN USED ADJACENT TO CURB WITHOUT GUTTER ----- ------------ - HORIZONTAL AL 1 = VERTICAL SCALE: 1"=5 755 755 [PROPOSED 750 750 745 745 740 740 735 735 730 730 10+00 1 1 +00 12+00 13+00 GRADE EXISTING GRADE i ' APax. LOC. of Ex WL/EHI ASS TO 16.00' -15"� RCP ®4.68% EX. SAN. o WL 6 0 \__178.03'--18"0 RCP © 1.02� APR L OF PR. 4"� SAN SE LATERAL o 0 d V' n n � O O w � � w cua> �O `O � � O C.� O '� �n o � �n u� cV N m ��� O x_ xg� I IT II`� I II II O ZZ� O ZZ� rn ZZ� � � zzz � zzz ^zzz II O1z D1-' 2' 7" NOTES � B j -3 5 B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN. 10. USE STANDARD DI-1 A. LUGS TO BE L21 /2"x21 /2"x 1 /4" 10'-4"LONG CAST WITH COLLOR 2 THE "H" DIMENSION SHOWN ON THE STANDARDS AND A '- A CAST GALV. SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE N � WELD ALL IRON STEEL INVERT OF THE OUTFACE PIPE TO THE TOP OF THE N CONNCETORS TO COLLOR ssf 3 CBS. 43.6 lBS h I OPTIONAL STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE = ONE WELDED NCLUDING INCLUDING N BRACE RIBS ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL JOINT Lucs coNN- ECTORS DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR 1 /2"x 1 1 /2"x4" LUGS � FROM FIELD CONDITIONS, 1/2"x4" STUD SHEAR CONNECTORS 3, WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1 . THE COST 5" 2'-7" .5" 9,/2•• -.,�---,�_ 12"* � OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL a'-2" N TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE 0 3/a FOR THE STRUCTURE. (GRATE a�Ena o) SECTION B-8 ` 4 IN THE EVENT THE INVERT OF THE OUTFACE PIPE IS ��Y-�� HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE COLLAR DETAIL 2t/2" INVERT OF THE STRUCTURE SHALL BE SHAPED WITH DIMENSIONS FOR CEMENT MORTAR TO PREVENT STANDING OR PONDING OF a -2" CAST IRON ONLY WATER IN THE STRUCTURE. THE COST OF FURNISHING AND 2'-7" PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS I TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. W W W W 30 WEEP HOLE a a a a COLLOR a — 4" DEPTH AGGR. #68, 5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0" OR n � 2" MIN. #78, OR #8x6" WIDTH GREATER. FOR DETAILS SEE STANDARD ST-1. t 2",15", i 8",OR 24" 2•_6• 3•• �c I N 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. "I 'I --I D_ C �000OQo(�(IQO��Q C �E � 7. #4x8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING UU CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS • � A 2"x4" NOTCH MAY BE PROVIDED. SEE STANDARD SECTION A —A T-DI-3, 4 FOR ALTERNATE DESIGN. ((ff a" CONCRETE QUALITIES FOR MINIMUM DEPTH O�QOQQOQ�Q�QO 8. 3" DIAMETER WEEP HOLE WITH 12"02" PLASTIC 12" CONC. PIPE-1 .440 Cu. Yds. CONCRETE HARDWARE CLOTH 1 /4" MESH OR GALVANIZED STEEL 15" CONC. PIPE-1 Cu. Yds. CONCRETE 1 t/2" p J WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH .528 18" CONC. PIPE-1 .620 Cu. Yds. CONCRETE cD , •• ._ t • '�- 2 HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF 24" CONC. PIPE-1 .81 7 Cu. Yds. CONCRETE LImmummonown SECTION Q-p THE STRUCTURE. ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH 3/4"--,WW- , t /a" 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 SECTION C—C PSI). PRECAST CONCRETE TO BE 4000 PSI. STANDARD DROP INLET GRATE DETAIL 10 ANY ALTERNATE METHODS OF ANCHORAGE MEETING 12"-24" PIPE: MAXIMUM DEPTH , APPROXIMATE WEIGHT (H)= 10 CAST IRON THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. GRATE 363 t t &Ibs NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION 104.01 STORM SEWER PROFILELn HORIZONTAL AL 1= VERTICAL SCALE: 1"=5 755 755 PROPOSED GRADE WATERLINE PROFILE HORIZONTAL AL 1 = VERTICAL SCALE: 1"=5 755 755 750 750 745 745 740 740 735 735 730 730 EXISTING GRADE 36" MIN. COVER EX. 8"0 FINAL BACKFILL CAREFULLY COM SELECT BACKFIL CRUSHED AGGRE CRUSHED AGGRE TYPICAL STORM SEWER PIPE BEDDING DETAIL cn op z w O ZO U � W U Q W � O U O W N (n � W J_ J W O Q Oil- J Z Of� Z � Q Q Of �o 41 4.1 W J r w U Q Z Z � Q m Q � ,4-Z w�0 do ■ O J N . N Lf) I In C � N N i N - -_c NOT TO SCALE BACKFILL PIPE TRENCH COMPLETELY WITH CRUSHED AGGREGATE UNDER ALL EXISTING PAVEMENT AREAS. LU0 Z L u LLJ i Z � To.HN - w J w � Z z H 0 i o � � LEWIS621 -10NAL _ DATE: SURVEY: 06JAN03 M&L SCALE: DRAWN: SHOWN PL-PLC C].: JOB NO.: NA 0210023 DWG: SHEET: Sheet4 4/6 LANDSCAPE NOTES 1 Greenspoce Required: 25% 1.31acres x .25= 0.33 acres Provided: 27.50% (0 36 acres) 2 Parking Lot Landscaping Perimeter- (1) tree per 40' of parking perimeter required 665't /40= 16.63 trees Provided- 17 trees Interior Greenspace- 5% min interior greenspace required 38,114sf (asphalt area) x 05= 1,905.70sf Required Provided- 6 43% (2,451 sf) Interior Trees- (1) per 10 parking spaces (79/10= 7.9 trees required) Provided- 8 trees Total parking lot trees required: 24.53 trees Total provided: 25 3' high evergreen headlight screen provided to block glare from shining onto Public R.O.W 's and adjacent properties. 3 Buffers and Screening Required: None required 2. Confirm the locations of any utilities above or below ground prior to commencing work Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 3 Verify the quantities shown on the plant list with totals indicated on the plan Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding 4. All materials are subject to approval by the Owner or Owners representative. Provide the Owner with a tog from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 5. Plants shall be sound, healthy, vigorous, well branched, free of disease• insect eggs and larvae, and shall have adequate root systems. 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged Failure to meet minimum size on any plant will result in rejection of that plant. 7, Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan, All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds Trees located within four feet of any shrub bed shall share the some bed. Grade finished punting beds so as not to impede surface drainage. 8. Locate trees a minimum of 3 feet from walls or walks, if possible. 9 Stake and guy all trees according with standard practice and/or the suppliers recommendations At a minimum, all deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground Secure tree to stakes with #9 galvanized wire guys with rubber hose connections Stakes shall be 2" x 2" x 72" 10 Use shredded hardwood bark mulch in all planting beds 11. Remove all tags, twine and containers from installed plants Roll back burlap one third on all B&B plants 12 Plant substitutions ore permitted with consent from the Landscape Architect 13 Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area Remove any turf, weeds or other vegetation completely prior to installation. 14. Plant all materials in their appropriate season The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation 15. All existing plant materials shall remain unless otherwise noted on the Site Plan. PLANT LIST KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING IC 49 Ilex cornuta 'Burfordii' Burford Chinese Holly 3' B&B 3' o.c. LL 25 Tilia cordata 'Greenleven' Greenleven Littleleaf Linden 2"0 B&B see plans Plant sizes indicated are at time of planting. NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. S 57'37 67 " E I65. 00 ' EX. 20' WATER ESMT. 55PARKING SETBACK EX. WATT& ESQ- — EX. 20" WATER MAIN DB: 91 1, PG: 515 D 9 11. PG: 515 X. 20 WATER MAIN - - - ' LL 15 t31 t3fi'L a ILL� — LL I(49)IC 1-7 I ( LL I I u I I m L I I of u'' I I LL I I LL PR. BUILDING FLOOR AREA= 3,800sf SERVICE SERVICE SERVICE FFE= 753.80 BAY I BAY 2 BAY 3 OFFICE SPACE= 500sf C I INT DISPLAY= 1,500sf LL I EXT DISPLAY= 10,440sf I UU I I �L77 UT "I - 15, 2 a KIX>C] 01 (n Z O LLJ w J W� F— Q U > W Z U w 0 0 > w Z �Qm(nF-- Z Z r -J S Z F_mO LO w J U Q 0 J Y 0 Q U_ � O F w a w wQ o MCr LL. a O SEWER / / / U 00 ESMT. (2) UPRIGHT STAKES TO BE USED ON ■ 1182 TTREES UP GUYTO ED 12' HGT. LARGER TREES / / / / ■ O N I I , o a �0 0) C PR. YARD LIGHT L r TREE WRAP MAIN TRUNK \ I I I BY OTHkRS / N LO Ln C RUBBER HOSE / I —� / / C6 N N -C 2"Y2" HARDWOOD GUY STAKE 0 ) (D 2 PER TREE EX. WM \ h�� rp0 C Q) Q 12 GAUGE GALVANIZED I /�O r W "t f � _ 3 ti WIRE -DOUBLE STRAND TWISTED ``-. .,` / L0 I DO NOT COVER ROOT CROWN. r X. FH I LL O Y / / J 0 3" MULCH 4'_ 0 \ i t: X. GCS I o Q_ N .O 3" SAUCER AROUND TREE \� i FX ?� O h / % 'J O C O- LL �, 942, pCgCF ESMT \ �L/ 6 % H -C F- V o •a 4 5' , \ 19? \ o C I- LL W EXISTING GRADE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL sou- MIX TREE PLANTING MIN, SECTION NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED. AND WEAK BRANCHES ALL SHRUB BEDS TO BE EXCAVATED OF ALL EXIS TO REQUIRED DEPTH AN W/ REQUIRED SOIL MIX. 3., -' MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TAGS FROM PLANT. EX. SAN. MH 3j \ \ RIM= 744.50 REMOVE TOP 1/3 OF ALL INV. IN= 737,75 BURLAP FABRIC AROUND SOIL MIX INV. OUT= 737.55 069, ROOT BALL SqN `� �✓�"�� �� SCARIFY ROOTS ON POT ' "" 4 20' O 2O 6O Fk 20- �\ \ BOUND PLANTS. SHRUB PLANTING BED �At SFw fs, SCALE: 1 "=20' COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SECTION , � �11 \ 0 0 Z 0' F- LLl JLLJ _ � Z 0 0Z LLLU I U W Pti,TH OF rJ OC. LEWIS No. 21621 ZONAL DATE: SURVEY: 06JAN03 M&L SCALE: DRAWN: 1"=20' PL—PLC C.I.: JOB NO.: 2' 0210023 DWG: SHEET: SP—sheet5 5/6 VAN ACCESSIBLE SIGN- 91 VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT REV 7/95 PAGE 1 OF 2 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS. SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4, THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V5. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V6 PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V7 IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK V7 CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION V9 THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V11 ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES, V12. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT ARES SHALL BE INSPECTED AND APPROVED BY VDOT REPRSENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING. THE SAMPLES SHALL BE CLEARLY MARKED AND LABELED AS BELONGING TO A PROJECT WHICH WILL BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE CONDUCTED ACCORDING TO ALL ALL APPLICABLE VDOT STANDARDS. V14. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL, V15, VDOT STANDARD CD AND LID UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSARY BY VDOT INSPECTOR. V16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S RESPONSIBILITY. V17. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DESCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. STOP SIGNS SHALL BE THIRTY(30) ONCHES TALL WITH HIGH INTENSITY SHEETING. THE BOTTOM OF THE SIGN SHALL BE SIX(6) FEET ABOVE THE EDGE OF PAVEMENT AND THE POST SHALL BE A MINIMUM OF FOUR (4) FEET FROM THE EDGE OF PAVEMENT, SIGN POSTS SHALL BE OF A TYPE FOUND ON VDOT'S APPROVED LIST. A COPY OF THIS LIST MAY BE OBTAINED FROM THE DISTRICT SECTION. CONTACT THE LOCAL VDOT RESIDENCY OFFICE WITH ANY QUESTIONS REGARDING SIGN MATERIAL AND PLACEMENT. V18. THE DEVELOPER MUST PROVIDE TO THE LOCAL VDOT OFFICE A LIST OF ALL MATERIAL SOURCES PRIOR TO CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT OF WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. V19. AGGREGATE BASES AND SUB -BASES SHALL BE PLACED ON THE SUB -GRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN VDOT'S "ROAD AND BRIDGE SPECIFICATIONS" (SECTION 304) AND VTM-10 A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TEST. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. IN ADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP. V20. ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION OF VDOT'S "ROAD AND BRIDGE SPECIFICATION"(SECTION 315). DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. V21. APPROVAL OF THESE PLAN SHALL EXPIRE THREE (3) YEARS FORM THE DATE OF THE APPROVAL LETTER. 54" 30" -12" x 18" STND. J RESERVED RESERVED PARKING KING PAM STND. U-CHANNEL POST VAN ACCESSIBLE PER PL PENALTY i'00-500 0-500 e7OW-Al".�y TOW -AWAY Zow Z VAN HC ACCESSIBLE SIGN - PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE 62„R 6 13" 1 2".7 7' �` 6' 2'- 0 END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE CCU-6R COMBINATION 6" CURB 8c GUTTER REVERSED NOT TO SCALE 62.. R- - l� 6 1 3' 1 1 7 6., ;2'- 0 CG-6 COMBINATION 6" CURB 8c GUTTER NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 1.5" SM 1.5" 1 4" BI 8" CO NOT TO SCALE EXTEND PROPOSED PAVEMENT SECTION TO LIMIT OF RIGHT-OF-WAY. EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 4.5 (OR AS SHOWN ON PLANS) l y, I EXP JT MAT'L .J 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK /CURB DETAIL NOT TO SCALE 4.5 (OR AS SHOWN ON PLANS) 4" CRUSHED STONE - (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE 2" SM-2A 7 8" 21-A EF ll�ll t COMPACTED SUBGRADE ON SITE PAVEMENT DETAILS NOT TO SCALE 1 "m DOWELL HOL 1 "m DOWELL HOLE FRONT VIEW 6'-0" 8 1 /2" i' CAR STOP _ 141��_ EX. PAVEMENT STRUCTURE CONTINUOUS #4 REBAR I I END VIEW STEEL DOWELL PRE -CAST CONCRETE WHEEL -STOP NOT TO SCALE 07" WHERE STD CG-3 OR CG-7 IS USED 6" 8'-0" 4'-0' ;y PT ST'D CG-2 12.1% MAX 8:1 OR CG-6 MAX. a 20 1 B MIN. 11 5 MIN 3'-#(tO. 1 MAX ) SECTION A -A 5' (10 1 MAX.) M5 DOWELS. 8" LONG O 12" C-C ERM�ISSABLE 10 1 CONSTRUCTION JOINT MAXIMUM 1 5'-0" MIN *3'-0 PERMISSIBLE MIN 5'-0" MIN CONSTRUCTION JOINT �'- a 8' rt B A a Ii�`II TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK SECTION B-B 12 LIMI j-'-`-TS OF EXPOSED AGGREEGATE SIDEWALK j MIN ® ACCESSIBLE ROUTE IS DEFINED AS A CCONTINUOUS UNOBSTRUCTED, STABLE, FIRM, AND SLIIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED. AND USED BY PERSONS NTH MOBILITY IMPAIIRMENTS. 0' THHII_S DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WVIDER SIDEWALK TANGENT PLAN LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP MINIMUM CUFRB RAMP LENGTH 8" FOR NEW CONSTRUCTION, 6" FOR ALTERATIONS. CURB RAMP FLOORING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE -� WIDTH OF THE RAMP FLOOR (RAMP FLOOR MA BE PRECAST OR CAST -IN PLACE) THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12.1 SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITfH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BAR'S. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLOORED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR PRECAST CONCRETE SHALL BE CLASS A-4 REQUIRED BARS ARE TO BE NO 5x8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER TYPICAL PLACEMENT CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT (UNIT PRICES FOR AT INTERSECTION HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE `.SIDEWALK, WITHIN CROSSWALK COMPLETE -IN -PLACE (WITH BUFFER STRIP) CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT WHEN USED IN CONJUNCTION NTH STANDARD CG-3 OR CC-7. THE CURB FACE ON THIS STANDARD IS CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER THEY ARE TO BE PROVIDED AT THE INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE® WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT THIEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP' LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS. ETC WILL ALSiO AFFECT PLACEMENT DIAGONAL VARIATION PERPENDICULAR CURB RAMP (CG-12A) FACCESS FOR MOBILITY IMPAIRMENTS( N T S VIRGINIA DEPARTMENT 203.05 Of 200t TRANSPORTATION YI " PR STREET OR 31 A AISLE APPROACH TO w j BE THE SAME AS oI XQ MAINLINE ROADWAY. (RADIUS TO BE AS IC �'I C CL0, (RADIUS TO BE AS - SHOWN ON PLANS ' �oI SHOWN ON PLANS) t , JW 'Q u LQ. / B �' B LRADIAL COMBINATI - CURB &IGUTTER 6"-SIDEWALK ® (ST'D. CC-6) EXPANSION JOINT � +FOPWOI AO NOTE: WIDTH "B"= 2'-0" OR AS SHOWN ON TYPICAL SECTION 4" CLASS A3 (H.E S ) CONCRETE SECTION C-C Ill CONSTRUCT GRADE CHANGES VWITH A PARABOLIC CURVE. ®WHEN THE ENTRANCE RADII CAkNNOT �6 ACCOMMODATE THE TURNING RTOUIREMENTS EXPANSION JOINT OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK AND CUFRB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". WHEN STADARD CG-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE: THE FOLLOWING. 8% MAX ++ MAINLINE PAVEMENT SHALL BE: CONSTRUCTED EDGE OF SHOULDER OR 10 -"+ D TO THE R/W LINE (EXCEPT ANY SUBGRADE PARABOLIC SLOPE CHANGE OPTIONAL FLOW LINE CURVE ® �- STABILIZATION REQUIRED FOR IMAINLINE PVMT. WHICH CAN BE OMITTED IN THE ENTRANCE ) MAINLINE ROADWAY PLAN VIEW MAINLINE ROADWAY 8% M SLOPE CHANGE 5 40' MIN. FOR MIN. STREET CONNECTION 20 DESIRABLE FOR COMMERCIAL ENTRANCE SECTION A -A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD) 07. 3% MEDIUM (500-1500 VPD) <3% 6% LOW (LESS THAN 500 VPD) <6% 8% METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMM(ERCIAiL ENTRANCES VDOT 2001 STANDARDS \ - I NOT TO SCALE ® RADIAL CURB OR COMBINATIONS CURB AND D ANY GUTTER SHALL NOT BE (CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR D REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION (WITH STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CC-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOW LINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. 0 L .J 01 z W J Q W w Z Q U 5 Of v Z Z Q * uj w _j :) Z 0 5 0 cU (1.� 0 0 Q U_ uj O Zo Li Q o ir LL- O U U O O N a O N M N (n (D 0) r � C . N N Lr) r to Y C N N 41 00 W It L 3 IIJ O Q > LO �- �' 1 _0 _C 0 � � C 0 Lu m � Q N 0- Q) U O O Z�C�``E O 3 W 01 QN a0 r") C'7 (f) Z12� 1-- W -j W �DZ Z 0 0 UJ Z H 0 111X JOIN C. LEWIS w oMy ZONAL DATE: SURVEY: 06JAN03 NA SCALE: DRAWN: NA PL-PLC C. I.: JOB NO.: NA 0210023 DWG: SHEET: SP-sheet6 6/6