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Home My WebLink About01-09 Adams - Nelson - Warehouse Renovation - Stonewall - Backfile (2)E GENERAL NOTES 1. The property delineated on this plan is located on the northwest side of Lenoir Drive about 1000 feet south of McGhee Road in the Stonewall Industrial Park in Frederick County, Virginia. The property has three existing warehouse buildings located on in that will remain during Phase 1. During Phase 2 the property owner proposes to renovate one of the existing buildings into six individual units which will hold approximately 4,777 sf of office space and approximately 24,233 sf of warehouse space. The project site area will only involve one building and the surrounding areas, about 1.63 acres, as shown on the overall site plan. 2. Property Owner/Developer: Contact: Mr. Richard Bell Stonewall -Adams, LLC 303 South Loudoun. Street Winchester, Virginia 22601 3. Engineer/Surveyor/Landscape Architect: Contact: Mr. Timothy G. Painter, P.E. PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Painter -Lewis, P.L.C. 5. Site Data: Existing Property Area: 5.00 Acres (217,800 sf) Project Site Area: 1.63 Acres (71,035 sf); limits shown on sheet 2 P.I.N: 43-19-11 Zoning: M1 (Light Industrial District) Magisterial District: Stonewall Existing Use: Warehouse Phase 2 Proposed -Uses: 4,777 sf Office/ 24,233 sf Warehouse Front Yard (Minor ROW): Required- 75' Provided- 95.3' Rear Yard: Required- 25' Provided- 70.2' Side Yard: Required- 25' Provided- 43.4' Maximum Building Height: Allowed- 60' Proposed- <60' FAR Required: Allowed- 1.0. Proposed 0.4 Building Floor Area: Total Property Area: 29,233 sf + 29,362 sf + 29,014 sf = 87,609 sf. Project Site Area: 29,233 sf Open space: Total Property Area: Required: 25% (1.25 acres) Provided: ±6% (±0.30 acres) Total Existing Property Area is Historically Non -Conforming Project Site Area: Required: 25% (0.408 acres) Provided: 14% (0.23 acres) Project Site Area Green Space is increased as a result of the proposed development Impervious Area for the Project Site Area (1.63 ac.): Existing Conditions. Phase 2 Proposed Conditions: Ex. Building Footprint Area= 31,646 sf Pr. Building Footprint Area= 29,233 sf Ex. Concrete Areas= 3,400 sf. Pr. Concrete Areas= 1,165 sf Ex. Asphalt and Gravel Areas= 26,245 sf Pr. Asphalt and Gravel Areas= 30,861 sf TOTAL= 61,291 sf TOTAL= 61,259 sf 6. Parking Space Requirements for the Project Site Area: Property. Line Setback: Front (ROW)- 25' Provided- 20.0' (grandfathe.red per existing parking location) Side- 5' Provided- 5.0' Phase 1 Parking Spaces: Required- (1) space per 250 sf of General Office Space 2,600 sf office space/25O sf = 10.4 spaces = 10 spaces 1' Required- (1) space per Employee for Warehouse Space 2 employees per unit = 3 x 2= 6 spaces TOTAL SPACES REQUIRED: 16 spaces TOTAL SPACES PROVIDED: 23 spaces (including (1) HC space) Phase 2 Parking Spaces: Required- (1) space per 250 sf of General Office Space 4,777 sf office space/250 sf = 19.1 spaces =19 spaces Required- (1) space per Employee for Warehouse Space 3 employees per unit = 3 x 6 = 1 S spaces TOTAL SPACES REQUIRED: 37 spaces TOTAL SPACES PROVIDED: 45 (Including (3) HC spaces) Loading Space: Required- (1) 12'x45' space for each 40,000 sf of floor area 24,233 sf warehouse = 0 spaces Provided- 12 ft wide loading area along the back of the building 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Sheet 5. 9. Lighting: Exterior lighting will be wall mounted lights and will be installed to prevent off -site glare and will match existing layout. 10. Trash Receptacles: One existing dumpster is located on this site and shall remain. 11. Signs: All signs proposed for this development shall conform to section 1.65.30 of the Frederick County Zoning Ordinance. If the existing free standing sign is removed and a new one is proposed it shall be no more than 12 feet in height and no more that 50 square feet in area. 12. Environmental Features: Wetlands- No wetlands have been identified on this site.. Flood plain- No floodplain has been identified on this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. 13. Stormwater Management and Best Management Practices: As calculated above, the amount of impervious area on this site will be reduced due to the proposed development which will in turn reduce the amount of water flowing from the site. The pre -development 10 year flow is approximately 9.28 cfs and the post -development 10 year flow is approximately 9.14 cfs for the project area. Therefore, there will be no SWM or BMP measures required for this site. WATER AND SEWER SERVICE ELECTRIC SERVICE Frederick County Sanitation Authority Allegheny Power P.O. Box 1877 3463 Valley Pike Winchester, VA 22604 Winchester, VA 22602 540-868-1.061 540-722-5830 BUILDING INSPECTIONS TELEPHONE SERVICE Frederick County Inspections Department Verizon 107. N. Kent Street 404 Hillandale Lane Winchester, VA 22601 Winchester, VA 22602 540-665-5656 540-665-3156 EROSION AND SEDIMENT CONTROL F redenck County Rublic Works Department 107 N. Kent Street Winchester, VA 22601 540-665-5643 PUBLIC ROAD IMPROVEMENTS Virginia Department of Transportation 14031 Old Valley Pike Edinburg, VA 22824 540-535-1818 NATURAL GAS Shenandoah Gas 350 Hillandale Lane Winchester, VA 22602 540-868-7911 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION. #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH iN THESE PLANS. ADAMS-NEL ON AND sacIATES WAREHOUSE RENOVATION 200 LIENCIR STONEWALL I,NOUST[RIAL _UCT STONEWALL NAGI Tlno F' I I rA crr",UNTY,Lr\\\S1 WKR(M IN�A N TAdAF 43-19-15 STONEWALL ALIAMS, LLC INST. 1000006353 Use. Wonshouse' Zoned: M1 Ix ftwoff fro RWW i I 7MI 43-19-10 240 LENOIR ORW,. L.L.C. iNST. 1070017743 } � Use: Industrial Zoned: M1} ,y. i� PROJECT OVERVIEW 60 0 60 180 Scale 1 1 60 ft r 'J TH OF o i � yT pAKIR Lic.' .01.8260 73 k4_' 0NAL ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK, BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POiNT BSBD. BASEBOARD C&G CURB AND GUTTER CG-2 VDOT .CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE. CONCRETE CL CLASS 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 EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E, FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION. FG FACE OF GUTTER FH FIRE HYDRANT F:L.S. FIRE LANE SIGN F.LT.. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR. HANDICAP RAMP H8 HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON, PIPE FOUND In IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PiPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO. BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS. UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND. TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER. POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS iN FEEL' *00.00 PROPOSED SPOT ELEVATION X(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /2" PER FOOT. TRANSITION THE GUTTER OVER. A' 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/8: COVER SHEET SHEET 2/8;OVERALLSITE PLAN SHEET 2A/8: PHASE 1 SITE PLAN SHEET '�3/8:..._. PHASE 2DEMOLITION PLAN AND LAYOUT PLAN SHEET 4/8: GRADING PLAN AND EROSION AND SEDIMENT CONTROL PLAN SHEET 5/8: LANDSCAPE PLAN SHEET 6/8: EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SHEET 7/8: UTILITY PROFILES AND CONSTRUCTION DETAILS SHEET 8/8: VDOT NOTES AND DETAILS ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SiTE. PLAN . EXPIRES FIVE 5 YEARS FROM DATE OF APPROVAL SiTE PLAN EXPIRES TWO (2) YEARS FROM DATE OF FCSA APPROVAL AND AS`MMATES WARa�Dc��o��o� 200 LENOIR DRIVE STONEWALL INDUSTRIAL. PARK STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CONSULTING ENGINEERS PAINTERmLEWIS., P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 Telephone: (540) 662-5792 Facsimile: (540) 662-5793 Email: afficeOpainterlewis.com JOB NO.: 0809009 December 10, 2008 Latest. Revision Date: March 22, 2010 SHEET: 1 /8 tY ` m - W z U cn w o 1 Of Q { TM# 43--19-13 I o Ttil 43 19-26 j W TYSON DRIVE LAND TRUST { GARY D. VANSICKLER N ; INST. #040024099 DB 524 PG 24 Use: Warehouse Use: Manufacturing Zoned: M 1 Zoned: M 1 z - -- ... - ... _. _. _-..._.....00.70, _ -QL�;�� Z �wo_q) _ + WQ w W I J . I II > ❑ I O r 0 I w I , TOTAL PROPERTY I l I _ PROJECT 03 . - FW I I - U Z 'Q Z I I TM 43-19 - 1 1 O �- TM# 43-19-16 STONEWALL ADAMS ;' - N ( W J I EX. WAREHOUSE M > STONEWALL -ADAMS, LLC I EX. WAREHOUSE _ _... > EX. WAREHOUSE I INST. #000006353 TO REMAIN LLC (TO REMAIN) RENOVATION Q Q ( } lNST.000006353 I I _ 1 Use. Warehouse v W . � I Use: Warehouse ., _ t.^e . , ...Y_u,.:. . z r. Zoned: M 1 W r Cn Q LL Z J I I Zoned. M1 x; q 3 J a_o O I rn.� I i Oc o�C .N O a W=OQUao Y — I I z�NW EX. WAREHOUSE 8 z; N Q Z a (TO REMAIN) \ -- . r > f- c� O W I_ ..--._ Cp m © LL -' f _ i Iz ,. s N 0 1� � N E , (i) Z—D cry') C r) In L � � � VJ I I { G rC UD -_j 00 _ Itqt a Lo am l o 7 _ —..- +- "" - o - _. ...,.. rI LL .. N 47" 3,2,23 N 80 00 POTS) � , � � ��} a � �� r. � � - i I ; � �. � � ,� E E i' �tTy 1EL i TM11 43_ 19-10 p c j �' 00 I TM# 43-19 —15 I 240 LENOIR DRIVE, L. C.STONEWALL _ADAMS, LLC I z Ct + ; { a INST.000006353 INST.070017743 J I Use: Industrial Use: Warehouse ( z cn Zoned M1 Zoned: MI { J w V z I I _ - 0z I EX. WAREHOUSE Ld TO REMAIN { ITH OF D j I j :f 1NM PAN!ITER `pSIONAL I. { SURVEY: C.L: P—L, PLC 2 Ft. r { DRAWN BY JOB NO.: { ( 1 RED 0809009 30 0 30 90 SCALE: DATE: { { 1 "=30.0' 12 f 10/08 SHEET: /8 Scale 1 " = 30 ft 2 ri i iuw.r-rrrr r• r-r •i i i i i ...^n, i..nirn .arwaru.. PHASE 2 DEMOLITION I PHASE 2 LAYOUT PLAN I o 1 DL ASPHALT II ! I [Y. ASRW r -EX. GPAWZ ELM- -. W fa: BOLLARD i D! BOYLARfJ 1I } ; QU- Ex t�r40 9.. G �;CL EX GRAVf1 EX GRASS w W QLo ;��:Q Al ct EOP W PR. EOP PR. £ Z o ? Ct II -..._,,. - ) rn rn rn EX. 6PAC RL110WAY __ - + EX GRAVER ROADWAY •- fa (GAREA--, o o o w 3 I RAVEL liCYtDM'AY -,� PR. NEW HEAVY DUTY PAVEMENT AREA---, „ s N r� N N O I\ EX. ASPHALT ENTR4Arrr'f` AISLE I Dt AS�4LT ENTRANCE AISLE ( , "� '`7 , ►� N j t i R�- PR,._.CG- ____ .. - i , I P G �R N . Z fX. BOLLARD o r. PR. GRASS UR) ---- - ....... k a Ex BOLtARO 1 fl '. ; PR. RIGHT r ,� ,7 PR. GRASS. P PR. 1 'x14' DOOR ;13.5 UP) oo k A TIE INTO I! 22 �fE� AND PR. MANDOOR 0 50 �1M1]CdY EX. CURB R. IGHT I R. BOLLARD _i 4 �E -�..�R CGw-.6 .:__�_.__�' I Z f ref . ^-----� M_ , _ t3.5 UP) Q PR. 24° STp BAR Z PR. LIGHT- U N IT F 9 69 S F 3 i� �`�`:" £,1` 3" CNERR>' -� PR. STOP SIG �, Q IX(� , CENTERED�' I J ! PR. DUMPSTER WITH " t- ,, ABOVE 000R 4,962 SF OFFICE z` I p�. ' N rr I e I I PR. 6 OPAQUE FENCE I SE Q _... _ r GRASS WAREHOUSE SPACE PR I f- a w>�ELSTcws- Lo � �' _,. Z ,�_ w 1 (7aR.) _ „ 6' - 'V POSSIBLE FUTURE DUMPSTER - a; s� __ � _.. 83' EX TOPI.95 I � O PAD LOCATION WITH SCREENING, I -- E fX. IN=7(�853 (4, I ( P � m EX GRASS If= REQUIRED. I PR. TIGHT-- ' -! PR. 4 - PR. 4' CURQ f EX GR4� - fX IN=7 .07 (87 ' _ -J 13.5 UP ... T,_.� -_ -0- OPENING.: �` EX. IN-49.77 (8' I CL O --P UPLIGHT I pq toiI Ex SIONE NTERED �� Dr srt1NE I UNIT E 703 SF t PR. 3 �y EX. SIGN- 7,75 (r2 0 - (To WN) I 4 EAT. 2.Q PR. N. MANHOLE . w (fo R WN) JX 258' 1 'PVC 0 0.18X w Z s TOP-t714.20 to Q ton- -� , I 3,594 SF OFFICE INV iN=7os.1s a o `� < WAREHOUSE; fx 3• c,I�R4. I � SPACE INV I=708.16 �4" ' D(. BOLLARIJ ., INV 0 T 707.83 IX(`lO3REV) I �' - + _ ._ I EX. DOORS T.B.Q. AND REPLACED 4� CURB I o r 0�` WITH A NEW 12 x14 DOOR OPENING o 2 1 �` ;1 M � .- AND. A NEW MANDOOR -. ►- - HC SIGN 4 P wo PR. LIGHT- o NOTE: ALL REAR MANDOORS '�' CENTERED PR. IGHT SHALL BE HANDICAP ACCESSIBLE 13.5 UP *! : ,D ABOVE OOR �EX. SANITARY LATERAL: T� BE LLu EX. BUG �° I EX. BULCGWWGEa( BUIIONVG715aa(f/-) _ .I UNIT D fF= 715.00(f/-) 703 SF � % ABANDONED -CUT TIDE PIPEaPR 3 -4 PR. PA EMENT r i GR45S 12 0 , �, WIDENf G ATGLUED CAPTHE ONTN> LE AND INSTALL P£ LEND (J ZQ z .__. { 3 601 SF OFFICE f - o o iCL SPACE 1 _ is o K") E= w o r �'! 1X3 cHIR)R �s WAREHOUSE �--1 fX 3 CHERRY? Q J ! 0' _ , , .s P ORT E EXISTING �`P -° aaraN) ; k 2 00 0 00 ! ,� rwnv) > Q > fl STIN' PR. 1 x14 DOOR €2 , -j �, i ( k� PR. BOLLARD r ...._ _I o 2 .g 11` DO € I j AND PR. MANDOOR cn PR. 4 CURB R. SIG OPENING . f � ,. .. PR. LIGHT -CENTERED ABOVE DOOM , � ,_ 0 -`' _�.. - L.L � w fx rNrERroR wAct (ro R61NNY R _ _� __._� 41.33 ro:.� U t m, E� WAcc (Ta RE�cuN) t 3.5 -UP� _ : ; _ �' `' Zak. Z .srxwa.n' ` "°�. ` ' �► ,. EX. XEs ,� z e Dr POCe IX Pl7LE TED) (10 R,EitAIN)i -EX. DOORS T.e.�. AND REPLACED � _ ... � (T0 R�a�unr) w W Z Z Q WITH A NEW 12 x14 DOOR I o '�, z cwz> f Z l` II 4N� AND ANEW MANDOOR I.... ; n U J - U uj ----Pfx wATfR Q, aauARDR. (IGHT- U N IT C 1683 SF ' Q .SfRV10E UNE z cn ►- I Qo 0 CENTERED w = 0 U To BE ABOVE DOOR 3,497 SF OFFICEQ W I ! Z w o n > a C 4 w j I WAREHOUSE SPACE aW ¢a , PR. 32 -4-0 o_= a :cp , Q Z `,t s DL GRAS5 _ {I „ �o ¢ Y z D( I00 E I c) w PR. HC SIGNS...... o i=L w� GR4� �s _..__PR. LIGHT -CENTERED ABOVE DOOf? LL r Q PR. SIGH -Q w-- ' � _ �: _-_ EX. WATER METER ANERVICE a Q _ _,.___.... PR. BOLLARD 7 13.5 UP oti! c a cx ¢ ! ao T a_ I� �I?- PR. t 2'x 14' DOOR o LL1 OFF A CORP STOP, LINE TO BE NCU LINE U a I AND PR. MANDOOR o AT CONNECTION TO COR STOP, o , w o ter p�$ �.. UNIT g 762 SF °O PR. 4' CURB I I REMOVE EX. WATER Mai R AND 1I� OFF �' �' METER BOX ASSEMBLY F R THE FC.S.A. INSPECTOR 3,901 SF O CE � OPENING I .. WAREHOUSE SPACE ..J p 2. ✓� N ..- EX. IMERIOR 109ILL (TO ROM) _ .�. (T _ _.,. _ ( rn =•fI ✓' 1 __.._. _.. f.Y INTERKJR WALL 0 R£144UV r ; ''� o N o - PR. LIGHT -CENTERED ABOVE DOOR •- C _1 . --- `� N i , vi Il - EX. DOORS T.B.R. D REPLACED'; ! CUB _ PR. IGHT-- cam, I I 3 ,` Ex BOLLARD WITH A NEW 12x14� DOOR (13.5 UP) EX. : �"' cNo N a� �I y{ EX G4SS-' AND ANEW MANDOOR °C s' ( Z GRASS o _..._. ' IX Cd II o - -20.40' UNIT A 957 SF , , ,_I J > " ' Y _ - 4 901 SF EN Lo EM T 1 T r , OFFICE PR. 4' CURBck� E WID NNG v v, - o Ex�Kr WAREHOUSE �raBw<iI vlaa SPACE �, a OPENING - W 'N _ n _ ..20.52 v v o IX EX U - �� __;.,.- 'f 2.00 Dt I�6KLER EXI fh'. �' � �v , PR. LIGHT . _� � E (TYP.) .' (13.5' UP) � � PR. SIGH � _- `� I � " PR. GRASS FH � lI ~ r r" �� f : FOC 13.5 UP� 10 50 TIE INTO �� c"'`'�BOUAROS RE�WN) '' Q PR. GRASS EX. CURB----.-Dt00 [� ti I _.__ _. _- a e>As N ETERCO- PR. GRASS - -T € 'i�q; CURB � � I t �� I ' - - DL ME1L CAP __.__ _ _ lAY 0. --- B.R.J ! CG 6 A EX Bl2tl �, - t - -�,. WT EX TOP= 3.59 I a I) Ex.wv F- PR. 2" WATER METER ,_ EX Ln II ! EX HV=7 19 (8� I i w W W __ W- 8' ENE a AND SERVICE LINE I a (8� z of yy w w .� w l a. ( W W w W _ I!? Q' 8 WAIERUNE W PR. CUT-1N SAN. MH w _ i Q D( AUT- .74 (87 J W 9 T EX It7P=715.60 3 T Y o * ; 4 - TOTE=t%�33Ti f icl I _ g DL ASPIiAL ROADwA C. w o� TAP Y F.C.S.A �` '' o rn INV. IN=706.75 EXwy + I ` Z EX /Af=708.02 0� B 6.00 -TAP, SERVICE LINE TO VAULJ, o� o (n - = I r D( OUT=707.88 o o�- AND METER VAULT BY F C.S AA � _ o Z Z - --r --- - O ._.f i r-,-� EX..iJ9'-8� PVC 0 0.50x INV IN/OUT = 706 65 - UQJ --- � r-- r STOP SIGN w PR F.H. - _ PR. 24" (STOP BA ASSY w s k . ........_ -... _.._ _ ,.. ...ww.....-- __.. _.,._... _ _.,-.:..,... -., - ._._. ...... .._. ... :.. way_.._ ., _ _.. i "� . .._,•.,_ , ♦ "`•' ., .. __.___..... _. t fH EX NfIC�C LACE s, i PR. 20' ESMT. _I NOTE: THE CONTRACTOR SHALL INSPECT f25 FEET t 15 FEET THE CONDITION OF THE EXISTING STORM ! if > TIE IN JOINT (SEE STANDARD �ci PIPES TO VERIFY THEY ARE ADEQUATE I .PLANTER I a VDOT WP-2 DETAIL) EX. LANE f 10 FT. o> `" FOR THE EXISTING FLOWS. I '"�" MIN w ,i CROSS SLOPE 1 4 .1 z o ;Lic. 018260 p I EX WELL caw BSI. W o x , Df. KZL CAP I mot, �� / 3%1Q 1 `' t z 1 G z�I , _.._ I SURVEY- 2 SM-12.5 P-L, PLC 2 Ft. 12" 3* BM-25.0 I 8 21-B DRAWN BY: JOB NO.: COMPACTED SUBGRADE f RED 0809009 20 0 20 so LEN4IR DRIVE PAVEMENT WIDENING DETAIL 1 SCALE: DATE: NOT TO SCALE 1.=20.0' 12/10/08 NOTE: 1. AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB AND GUTTER. I SHEET: r► { =` Scale 1 = 2 0 f t I _. _ 4 2. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH Ex. PAVEMENT SECTION WHICH EVER IS GREATER. 3 %8 3. RESTRIPE THE PAVEMENT AS DIRECTED BY VDOT. I l I Architectural RESERVED RESERVED bat PARKING PARKING I ci I a lritendett Use above utWws a cvnOant-wattage auto trans ! � s fomnerballasaXompactftuncexemusesanelec 'SW Forbukdittg and wail -mounted applltaY ons. I Z ttoalc high fr oen ballast. Quick disconnect tyl g eq Y VAN ' : W AeriS Features plugs wly drrs<onnect refklor from ballast and I 1 jI) - 1' fixture from wppry wires, Ballasts are prE<iSiebn ACCESSIBLE rkousing -Ruffed. die-cast. s ng'.e-lsrece alusni wowidand 100%, factory tested_ rn,m houstng Ebo cast door frame has impact re © rJ ' t s;stant, tempered g'ass lens. Dow fratne is fully Soci et -Porcelain, medium -base socket for sealed with a c:osed cell 0cone gasket. Standard Aswl, mogul -Base socket for ASW2, with copper eorAtTt too-soo Tr affao-xn I f G. fe ish Is textured dark bra k2e {DDBF} po yester aifoy, nkkel-plated screw shell and center con lace nMnv 20rE tt>w nrotr igrtI r- ''•- powder. Other architectut;d col rs available. tact. Fluorescent Is four pin positive latcInAng �` --r r' �"� �..-.+.�. '^".�'^� ... 1.... _ s ; w zLd a thennopiastic.ULListed. - -) IX 59' ' ; Optics - K tv performance, segmented reDecrars VAN H C - kw ` q i CL Provide superior uniformity and control. 5pxiai- fnstaltatton - Universe! mt.ntlrg plate with in ll i .! . M I IwACCESSIBLE SIGN- �o ty arwdrzed ak rninwr spot and grazer opticssv tegrai mourning bolls st�ports cite Rxtnrr For are available. Rsrftectors are k terchangeable and easy one person mstailat*f% SIGN I t W have field degree liming capabii1y up to 70` E j 1 access NOTE: Listings NOTE: SIGNS TO BE MOUNTED TO ".. . ....... .......". ...... .o dr"„ .... ; ✓ n s 10 wilts[ at too s. Reflectcxs allow for toW ess r " to eleurxal components. All opt cs meet IES hill UL Listed to US and Canadian safe standards - -� BUILDING IN FRONT OF SPACE. ---�( 1 cutoff alteria In lens -do vn orientation. CSA CeniRed or NW Certified (see Options). UL I I 0 i U.l ; ii 3 r ,. , Listed sortable for wet locations to up or down . _..,.....,, ,. _ .... { � IP .. kir«tn a tso,�r andlpelrnr utriltesl1 rem HANDICAP SIGN N DETAIL z xf s x; a ventalian. IPbS rated: US. Pa.est No, 5` _... _.,.,_ �+.� ranee, high -power facto baS)ast. I7iW and D500,%9. Otherpatents pending. NOT TO SCALE --�` o Ordering Information Example: ASWI 175M SR2120 SF LPI '� y T o 1 1 I d I O O - %79"M rauye or s 12" x 18" STD. , ' L UW"V1*n SkX `aegrra-tld"L 121 A Mr1Y9 sm'"'A" utrr - PR." NEW HEAVY DUTY PAVEMENT AREA � � ti � � I � � ; cv cy i� yTM4 am lei 'aJ 20{a SF Sxrgte ruM. WIF, 2JJV. lr y ;nla fe or I" ASIMlB81A See 2 swaar mwoad back - - - - - - • t \ s x AM IM $R1 s�rrarSeOr}��. 2a0a >A UaWie bee. 20aY, 110Y, R9d3F leis IB at 78Vj hr ASiyt ISaS 2TT CMF Mten4rsbw DlG"tist ',In1B a9tU1M�f:tlpNy) APOTll16 Sin2mr¢'am0 - ... '� - i O ft F k acua 16AF rak arrrcAretsQ`' AM M6 itre2varmi eta $ AiM2 Z004 sms !t64 WttptN. 1TJ TIUtY fb►egei¢phaleryCstr% kth.".Knne!ttd+9'g �' ti... M • Asrz zsos rw4;ad, 0W,9WP 4W Dore E , o ttrnn laswt�r,ci� 1i*d%d_Astr�.r„s"b . stad.rmm.�a r� TSTD. 2"x2" SQUARE TUBE 71 - 71 .7 N a AM am � TBr mOtB Et`ayeny"tok112'yrlilillSiVbmogl�uGet49d,ASNten S Will DNxana*j ,t ,____.._. _ r - -... __. r .. .. . ___ -..._ ..... _ ,__._ ---.,...,.... .. __. ... .70.QQ ,..-,-__r . ....... �. xx1 tv qp 1 L POST w , , _ .� w w , .. _ r . " °`... ,. tt OCtAI2 Ema a kMftrvAl2rrtktanrkdedsld.ASYr Yastt s�m,ma� 4 GAUGE STEEL 0 _. ,. 9etC7 rk+J sI-.. .. :...... ,. �-fr-. ::. ('",°` r . ;.i ': N , .-*^wr...v^.., ; y .. 4 i ; '- ; "v _ xtk.r•rtrildiheW 12 f rimYt!-vuR 20Wpm n'kaeaNu4.AStYt.r tAYll Naturatat;rw"rr. to iOCi.O aalfrxy (!= rsk _ $. ._.. _ � + - Ait17 JOM ;A%mal,i t OIT ORS. A" fa"I sy#m il00W taax.: imyep rx� "u4WafM�' DWi♦4 WRt4e - a - - - - - "ti � Cl VtAM 1"M'aatt ,s DRS® Quarutrattrratkna. 4tO04trnra., sa[tctudedfr DlLt &let ASW1 1SiMi° Sr igu s , fA E t iu4ec7moaonr t tm ttlfl tufA4i9a# . , a.. . . i? ?I ^-- r' : `4 ` i t ..�. M tN�+ xkpmenmraiIN:Ig rkmill IbfMt 9ronte % 7 r ' Ast►t x�ne'4%PE exetalottK eA trtwn lace (we TL 76V a iMOlri3 05P0 P"k gees PROP. GRADE _�- ASMtt ZSIM' NS irQube-56rYh,�d1/ OSPI to gm ASIMZ um ;, r tor" wk rEt[' ,y SM SymLwApi�esu tarsa MR LseM � , t PR 12 x 14 DOOR 7 --. P Amer , ! SfHew..rsA>n= .ts� eSA tkud.naetferrp�gti�ata saws sdeiy rnaardk DsrD o"k,m �O AiV� PR. MANDOOR � t wir#+FTuaE II(N) too ctrttAcQ - W" ASY2 IIIM' FIP1 NDtY IPI taxpir]adetl Otirll ktl O z �a r•cr Dr,da. psar=aces. leS.uap Awl nail PARKING ALK r e� w A, 32M Asrtti(ttr Stclsati:e-kwraattursawa - ASNtI J172rRTr ASI(Ift Six i tWe guar t Sia �� AIOIt ma> -- FIRE UNIT F 969 SF Q 1 ASIn iiTRT i'r 177 rrn,aarm �* � ,- ...., ,.» i Z § V fa # `►, L�:JAI' tJ LANE T. h .•r 4 962 SF OFFICE "--�'' .. !Y111 sa H1,RPf til rlgb m f s sJrRT 7 .70 Q //► /� ; > AS1R1 NTRT t ra,eeoeereea%WA 251 tY1A Ws r a 714.1 j ', J abrMkA ETg 6 / WAREHOUSE SPACE } A�.r i ''V Da+rbn ass±awzdraiNriosW�na+oL'+rrmefehni. E a:.cysrua+►W wv+e: aearx.eat roe t Mt�.,r..1 �" "NO PARKING FIRE LANE" oc a s 4a nar�e.ae r c„y,n fi:;espatl. Jt1 Itx-Inf E��.J �xedtum '� � s .orxuts;�.as �.%a W �k.«d",o 714 00 �� :,a4.gl. 1i1'A.Ui iF uttktatl � 1{F! N1f�Mpr Els" nrd4um - - /�.,..� -', S.LY9 431 !@wHtttt 4xrw':kdt•NM1xpS. - 750. f0f-IMF FfJ eedrum - - -4 - a wairrtla,ra"miaoay t."a SIGN DETAIL ti ' ¢lirlY.s! s2 e0fay) 7T3 CWA. E7.f ateatum r - r i _ '� .GRAD TO m DRAIN TO a ,wrr*uveraa;ems.anr.ray.r'+�k•.s.kn,ka+,riv, I , ,, � ;,. r NOT TO SCALE ,Q EX. CHI k4a.artk ssart+sekd 4y�f� ks` xru::r szA3m 2su cwA BIYR rnu0 , � MA fay r� � PR, 4 CURB � -- Z �•......r, "�, t .,,. , ,."+tf tL u } OPENING pww::o+a a�extr.atrztr,rumnurFxwvrakoswMzr,7tvr. NM rbwvwfltn I#. 21R'3 NtRi?,STIt'ar7A9'7 32'RI erWrrxrc. HPf IA 6T2K�-1 UNIT il� U 0 ;dKalret^.r;�ort-anMbitANlN6. r i It t p r- j} ff � 8 a1'wkaxersnsa2a :taw s. izllfkd l t; s ,1 r N fT E 7 Sr 6 kaarb a:awkez,�rcraa. awe a„� xmm �J x n �_ t I,TD �I, JI 2apA 31594 SF OFFICE 714 $ E c to __ ___ d t 1 f A L,f1"frvwu /,li:sw wo f W"ftwila llMn. k"*Xci s I FfiY.121btry $[i9 .t r _ �� >r WAREHOUSE SPACE ` � � - EX. DOORS T.B.V. AND REPLACED � - + W , PR. 4' 'CURB l / o WITH A NEW 12 x14 DOOR WALK t O e Lki r, BUILDING MOUNTED LIGHT DETAIL ,AND A NEW MANaoOR ; I OPENING r l VAN ACCESSIBLE SIGN (OR EQUAL PRODUCT) NOTE: ALL REAR MANDOOR�E 7 S! BE HANDICAP ACCESSf E SITE LIGHTING FIXTURE SCHEDULE y- END OF STALL - # `` t�' - - - GRADE V? _ iI MANUFACTURER MODEL LAMP WATTS VOLTS MOUNT STRIPE OR CURBING !DRAIN TO _. _... LITHONIA ASW1-175M-SR3 175W METAL HALIDE 175 120 WALL I I w_ WHITE PAVEMENT MARKING, UNIT D 703 SF - I EX. DITCH Q t y I _ (EQUAL PRODUCTS MAY BE USED) cn 4" WIDTH, LENGTH A5 z 3,601 SF OFFICE .. 713. 1� N O� Q SHOWN ON PLANS. o_ WHITE SYMBOL PER ADA ! , ' WAREHOUSE SPACE W Ix „ ON SOLID BLUE BACKGROUND } #. _.........._ i (M � � �; 30" x 30 STD. - _ �lI r I I PR. 1 'x14' DOOR WALK _ l i 0 I� WHITE PAVEMENT MARKING, AND Pi MANDOOR _ ... PR. 4 CURB , 4 ; A � ... Z Q OPENING � � ' 4" WIDTH, 2' CC; 45' ANGLE l Q W . ; 5n9n.9v++*AKmw .msWWbro': m9mt W i'avN+NwviH!1MvV .+-aeM9m5i v-.a_n`.rzw.•m.-t mC.^,ae:13i? mvl:ifwuaw-V ".rl+?'mxuq.wi. .a„+!+ , .. ... ! . Lek, -�� z � � Z T. g _� STD. 2"x2" SQUARE TUBE _ EX. DOORS T.B. . AND REPLACED a _. _. � 713. 0 ; GRADE TO ,. W I � W 0 0 D °D 14 GAUGE STEEL POST 8' 8' , .,LAJ z OR 4 ," WITH A NEW 12 x14 DOOR -: r;, car _ DRAIN TO I �/i Z •' AND A NEW MANDOOR o Ir.mm• I 0 } EX DITCH NOTE: w Iw t j FIDALL CONSTRUCTION SHALL CONFORM TO ADA "' r UNIT C 683 SF'. -.tea ....._,.. 0 J 0 J a"4' PROP. GRADE r I: ,:.. '" i W= O Q V ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES., 3,497 SF OFFICE "'w �jF �. Z W O :I N w PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX d , ._:v WAREHOUSE SPACE Z o M TRAFFIC MARKING PAINT BY DEVOE, LOUISViLLE, KY OR EQUAL 59;"` ' r Asa (j3 N 2 j �^713.90 i SIGNS MAY BE PLACED ON BUILDINGS WITH WALK �aY= C 00 E I v U W 30 = NOTE: CONSENT FROM BUILDING INSPECTOR- I r Q (� COLORS SHALL BE AS FOLLOWS: I �- I O Q �' PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED 1 �!M I ,y,� i , ICr WHITE LETTERS AND BORDER ON t , :, + LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. - PR. 1 `x14' OR �Q x °- Q Qp�� LJ,.I RED BACKGROUND. M AND PIR. MAN "STOP" SIGN DETAIL PARKING LOT STRIPING DETAIL I p NOT TO SCALE NOT TO SCALE a. I . lUNIT B 762 SF I ,. '- 3 901 SF OFFICE 99 7 PR. 4 CURB t OPENING I ; t .- HEAVY LIGHT _ i WAREHOUSE SPACE � -. _;;. -•--1 " OVERLAY 1 " OVERLAY--- } _ l r O -_2,r SM-2A 2" SM-2A- ,,. I 713.70 . ;GRADE TO.. E N F --3" BM-2 --. DRAIN TO f� T - - _ _„ „_. v E j _" » , E CH = o .............,.- -$ 21-A 6 21 '-A ;;> N i a �! REPLACED . EX. DOORS T.B.R. AND I 0 � , C4 � ...... ,:- ! _ tttttr� to OR - t WITH A NEW 12 x14 DO a w ' N 0.375" x 6"V� CONC.-FILLED °° ° AND A NEW MANDOOR -----COMPACTED COMPACTED-- --1I I I -III I Z �'" IIII=1Ifi SUBGRADE SUBGRADE1II=Ills ° _ , II STEEL PIPE PAINT RED l _.... i I: I W t W e? 'rn o v UNIT A 957 SF I CID J --� NOTE: 1 4,9 01 SF { .. HEAVY PAVEMENT SECTION IS TO BE APPLIED TOOFFICE PR.' cure S THE MAIN VEHICULAR TRAVEL AISLE. LIGHT --- FINISHED GRADE WAREHOUSE SPACE OPENING -'-. ter =71 23' , I = 1.28 PAVEMENT SECTION IS TO BE APPLIED TO THE I 13.7 -... RAD 0 PROPOSED PARKING STALLS. 7 ----- G E "T `Y u.: c S LL I WALK l �e 0- °� ° E N 713.50 DRAIN TO I TYPICAL SITE PAVEMENT DETAILS • - :.. _. �..... >. 714. EX. DITCH _ ao 18" DiA. CONCRETE(3000 PSI) , , 4 NOT TO SCALE - _, _ _ � /f{, BOLLARD DETAIL • `{� I 5.00 OWROI 0 k EXISTING OR PROPOSED CURB TYP .,.•-.-� ___;_�...___.. _.0 ( ) NOT TO SCALE _ __...,- ._:; ..• :,...,_,__ A _ I lima AS SHOWN ON PLANS = 714.7 14:5 -� 6' 714. O 5' W -- w W w - w w --- w4_ 2• _. ; w w w (OR AS SHOWN ON PLANS) t< _z _� j r> 1 f a ,:... . ...... ... - _ I s `INK i . O,x U 4 LtJ •kEi•r"' [fete .. :- ""6N- to . ...:,.....:........m...w.., ...., .._. leMv. t. 6" 2, 0"------- yTH OF EXP. JT. MAT'L » _ `� - '".,' ..""'-..-""` - "t } 4 CRUSHED STONE NOTE: THE CONTRACTOR SHALL INSPECT 7vI!-7��_14' CG 6R , (3000 PSI) 4" CONC ---- „ SF SF THE CONDITION OF THE EXISTING STORM £x -7»• COMBINATION 6 CURB PIPES TO VERIFY THEY ARE ADEQUATE 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) EROSION & SEDIMENT CONTROL KEY FOR THE EXISTING FLOWS. 'I �' • PAM 9 AND GUTTER REVERSED - y-�� n. olazso 3.02 TEMPORARY STONE TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE CONST TION (;� ...... 3.31 TEMPORARY SEEDING e i tti 3.. { ��O NOT TO SCALE I j az, 1 " 3.05 SILT FENCE 3.32 PERMANENT SEEDING ps 10NAlb NA ;.� " _ To "• , - 3.35 MULCHING I SURVEY: r m 3.07 INLET PROTECTION µu I P-L. PLC 2 Ft. SLOPE TO DRAIN r •- F` K C DAM PROTECTION TP-- - - d P 3.20 ROC HECK 3.38 TREE CTI p �TP-- I BY: : ll I DRAWNJOB NO.: 6" 2r--•0" 6" 2r_0" RED 0809009 CG -- 6 3.30 TOPSOILING 20 0 20 60 FQ:NVV=710.82' SCALE: DATE: 1 "=20.0' 12/10/08 CG-6 CURB CUT SECTION COMBINATION 6" CURB & GUTTERS® o'.z, `' •� SHEET NOT TO SCALE NOT TO SCALE rr IP T/V (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) Scale 1 = 20 ft LANDSCAPE REQUIREMENTS; Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees:32,026 sq. ft./2,000= 16.0=> 16 trees Existing Trees: 3 trees Provided Trees:13 trees Required Headlight Screen: 3' high screen along right—of—ways and adjacent properties Interior Areas: (1) Tree Per 10 Parking Spaces (5% of interior portion of parking lot) Required Trees:45 spaces/10= 4.5=> 5 trees Provided Trees:5 trees > 5% Zoning District Buffers/Screening: None Required. (All surrounding properties are zoned M1) PLANT LIST KEY I CITY. I BOTANICAL NAME COMMON NAME SIZE SPACING PARKING LOT LANDSCAPE PLANTINGS CC 7 Cercis canadensis Eastern Rebbud 2" cal. See Plans PR 11 Prunus (variety to match existing cherry trees) Flowering Cherry 2" cal. See Plans IC 18 Ilex cornuta Chinese Holly 36"ht./3gal. 5' o.c. r_TC7,16 Taxus cuspidata Japanese Yew Twht-/3gal- 5' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING D CAPE IN TA TION: 1. 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 pion. 2. 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. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag 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. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. 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. 6. 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. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. 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". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all togs, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department. 12. 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. 13. Plant all materials in their apprgpriote season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. 14, All existing plant materials shall remain unless otherwise noted on these plans. 15. All plantings must conform to sec. 165--368 of the Frederick County Zoning Ordinance. NOTE: PLANT SPACING VARIES -(SEE PLANS) — PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLE W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND VNx" TAGS FROM PLANT., REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND SOIL. MIX , ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED �\,f SECTION NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (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 4" MULCH- 3" SAUCER AROUND TREE ------�_ Lij iqp, 'V i Z Ln 1 ` i �' E `Cr i rn rn; N N - O i CN p 6i J (n W00 a o - a- C� v >Q> <6 0Z 'Q =) Z O DO O V) LJ 0 _"J J WX 0<U ZW NSW V) Z a o UJ Qt5w W o p I"t" rY Q. r s� lu 0 r, O N N N N CV 0 Qi � CD E 4 C7 �^ C C� iT �� Q. Q a� � U U C �_ N CL U O Ld Z r` E a (5 V) zw J W W V) ma0 IZ il 0 OF y f o o 11MOk PAINTER Lk,. 018260 �4 031?3) /Q 10NAL � SURVEY: P-L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "-20.0' 12/10/08 SHEET: 8 EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT OIL 10 FT MAX. SPACING WiTH IRE SUPPORT FENCE PONDING HT. PONDING HT, STEEL OR WIRE & FILTER FABRIC WO,QD POST /� ATTACH SECURELY 36 HIGH MAX .►'"/ TO UPSTREAM SIDE OF POST. do RUNOFF RUNOFF 9" MAX. "� (RECOMMENDED) STORAGE HT. 12" MIN 12" MIN. 4 x6" TRENCH WiTH COMPACTED - GRAVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS x SUPPLY WATER TO WASH 2 2 7L 4R GREATER WHEELS IF NECESSARY. - ROADWAY FILTER FABRIC Q o� SECTION A - A LIJ TRI�i.K A A 2'-3" COURSE 20' MIN AGGREGATE MiN. 6" THICK O 0 .; NOTES Z DIVERSION RIDGE X w PLAN 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 JEMPOP.AJRY PRIOR TO 3. WHEN WASHING S RE QUIO PUBLIC RIGHT-OF-WAY. RED, iT SHALL BE DONE GRAVEL ON AN AREA WITH CRUSHED STONE THAT DRAINS INTO ANEAPPROVED SEDIMENT TRAP CONSTRUCTION OR SEDIMENT BASIN. 44.. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT SILT FENCE CULVERT INLET PROTECTION o * [TOE OF FILL O SILT FENCE --- o * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION** 1-I I Flow 2.5' * * VDOT #3, #357 OR #5 COARSE AGGREGATE CLASS 1 RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED ROCK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: 2-10 ACRES OF DRAINAGE AREA: A AND B ARE OF EQUAL. ELEVATION 1992 3.38 ! S4" rrutr ooAF?D rcNC.£ CORRECT METHODS OF TREE FENCING NCE 'JW--soCORRECT TRUNK ARMORING ON TRIANGULAR BOARD FENCE Source: Va. DSWG Plate, 3.38-2 1 4VAC50-30-40, Minimum Standards 1-19: An erosion and sediment control program adopted by a district or locality must be consistent with the following criteria, techniques and methods: 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During constriction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfoll system shall, at a minimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall he provided. 10. All storm sewer inlets that are mode operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 10. All storm sewer inlets that ore made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall he taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of o watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through on approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be property compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area Street washing shall be r sediment i r r 1individual l n I allowed only after s men s removed in this manner This provision shot apply to development t lots as well as to larger land -disturbing activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rote of stornweter runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfoll of the pipe or pipe system shalt be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or (2) (o) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwoter will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or (2) Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances; (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase when runoff outfolls into a natural channel or will not cause the pre -development peak runoff rate from a ten-year storm to increase when runoff outfolls into a man-made channel; or (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the plan -approving authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the subject project. C If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the locality of a plan for maintenance of the detention facilities. The pion shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipaters shall be placed at the outfoll of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. Alt on -site channels must be verified to be adequate. i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. _z COMPACTED SOIL 00 FLOW !- ;,I 4.5' MIN. TEMPORARY DIVERSION DIKE GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-552-7001 at least two (2) working days prior to commencement of any land disturbing activity. 4. All existing utilities hove been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shotl be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and/or the County of Frederick, Virginia. 5. All proposed utilities shall be installed underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does not relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen work. 7. it shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of Painter -Lewis, P.L.C. and established at a two (2') foot contour interval. 9. No Geo-techniical report has been furnished for this project. 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adelphia Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-3443 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 EXCAVATION AND GRADING: 1. Test pits shoill be excavated to determine the depths and locations of all of the existing utilities. if conflicts exist, then the existing) utilities shall be lowered or moved to promote the construction of the proposed development. The project engineer, owner, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious, materials, demolished debris, and oil vegetation that is to be cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off -site. 3. All topsoil shall be excavated to its full depth and stockpiled on -site in the area indicated on the plans or as directed by the oowner's representative for future finish grading. 4. AiI borrow fill material, if needed, shall be obtained by the contractor and shall be approved by a certified Geo-technical engineer. All fill moteriol shall be placed in lifts of 8" or less and shall be compacted to 95% of ASTM D-698 maximum dry density, or as directed by the Geo-technical engineer. Fill material may be obtained from the site or as directed by the owner. All compaction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.SA Department. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. If applicable, blasting operations shall be performed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations- 6. All slopes, lawn areas, plonters, and berms shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. MISCELLANEOUS: 1. Fire lones shall be delineated, as directed by the County of Frederick, Virginia fire marshal. 2. All buildings and additions shall comply with the Virginia Uniform Statewide Building code (V.U.S.B.C.) and section 304, use group (B) business of the Intemational Building Code, 2000 edition. 3. The maximurm slope across the handicapped parking areas shall not exceed a 2% grade. Ali required egress from the buildings shall comply with CAB.O. Al17.1-92. 4. This site and buildings related thereto shall be subject to all fire -ratings and fire separations in accordance with section 707 of the International Building Code, 2000 edition. 5. Chapter 17 of the International Building Code, 2000 edition requires that the structural plans and any special inspection (soil testing, concrete, steel, etc.) shall be performed and prepared by a professional engineer licensed in the Commonwealth of Virginia. All related documentation shall be submitted to the building deportment for permit and approval. & A permit shall be required for any business signs and/or pole lights in the parking area of this site. PAVING AND CONCRETE NOTES: 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be property finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete ftor this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. if applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. 4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans. STORM SEWER NOTES: 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. if 18" of separation cannot be maintained, then concrete encasements and cradles shall be installed as indicated on the plans or as directed by the FCSA. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping shall be as designated on the construction documents to the slopes as indicated on the plans. 3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cost -in --place flow lines (IS--1 Typ.) shall be installed in all structures to facilitate flow through the system. EROSION & SEDIMENT CONTROL KEY 3,02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE .........................:...... 3.05 SILT FENCE $F X--}E---X-- X 3.07 INLET PROTECTION �P 3.20 ROCK CHECK DAM CD�� 3.30 TOPSOILING TO 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING Ps - 3.35 MULCHING Mu 3.38 TREE PROTECTION TP---TP -gyp- - Tp PROJECT DESCRIPTION The property delineated on this plan is located on the northwest side of Lenoir Drive about 1000 feet south of McGhee Road in the Stonewall Industrial Park in Frederick County, Virginia. The property has three existing warehouse buildings located on it. The property owner proposes to renovate one of the existing buildings into six individual units which will hold office and warehouse space. Therefore, the project site area will only involve one building and the surrounding areas of approximately 1.63 acres as shown on the overall site plan. Existing Site Conditions The site has existing warehouse buildings located on it and some existing paved porking areas. The majority of the subject site area slopes toward the right-of-way (southeastern boundary) to an existing ditch and culvert system. Soils The USGS Soils map shows the predominant soil type on the site is Carbo silt loam (58), The soil is moderately deep, gently sloping, and well drained located on uplands and the slopes are smooth. FREDERICK COUNTY SOILS MAP Adjacent Areas The site is bordered on all sides by existing warehouse buildings and existing paved areas for access and loading The southeastern property line is the Lenoir Drive right-of-way. Critical Areas There are no critical areas on this site. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import/export materials as required to achieve final grades and specifications. Maintenance Ali Erosion and Sediment control devices shall be inspected of least once every 2 weeks and immediately following every precipitation event of 1 inch or greater. Any damages are required to be repaired immediately. Erosion and Sediment Control Measures 3.02 Initially, a 20'w by 70'1 temporary stone construction entrance will be constructed at the location of the proposed site entrance. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been established. Use only wire reinforced silt fence, that is, "super silt fence'. Silt fences shall be inspected i h l after each rainfall and at least daily during prolonged rainfall. Any required repairs s al be made immediately. d y. Domaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shalt be dressed to conform with the existing grade and stabilized. 3.07 Grovel cu rb inlet sediment filters will be installed at each curb inlet immediately after installation. The filters shall be inspected after each rain and repairs made as needed. Sediment shall be removed from around the filters when the sediment has accumulated to a depth of 5 inches. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Filters shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.20 Small temporary stone dams to be constructed across a swale or drainage ditch to reduce the velocity of the concentrated flows thereby reducing the erosion in the drainage ditch. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied 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 mulched). All dams, dikes, and diversions shall be stabilized immediately after construction. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is Spring 2009 through Fall 2009. 3.35 Alt seeded areas will be mulched in accordance with the schedule included on the construction plans. 3.38 All existing trees that are to remain during and after construction shall be protected. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization sholl be applied to 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 soil stockpiles on site as well as soil intentionally transported from the project site. The vegetative stabilization shall be uniform and mature enough to survive and adequate to inhibit erosion. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.oc 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65. Nurse Gross -(season dependent) Sept I - Feb 15: Annual Ryegross 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/oc 98 85 or Feb 16 - Apr 30: Annual ryegross 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small groin strow Fertilizer. 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Establish the construction entrance. 2. install silt fence along perimeter of work areas. 3. Install inlet protection and check dams. 4. Clear and grub and demolition of the work area. 5. Perform rough grading of the construction area and finish grade all outslopes where interference with unfinished construction is not anticipated. 6. Perform final grading of site, install curb, gutter and pavement sections. 7. Clean or remove any sediment on public or private roadways. 8. Topsoil and seed all grass areas. 9.. Remove temporary controls after work areas have been stabilized. Controls must be removed within 30 days once no longer needed. Lei J 1-- O LL.I O rY IZ W ZI 's O i BIZ VO Lv CL `�IQC j US � I CL i LV N iz 0 V) Q F- O Z Z O_J V) O WZ O U FW- Q Z Y V 00 QZ a- q �Q La ;-J> � QO 0 W Z� Q �=)Z 00D ZW o ZZo W - (-) V) D J O 'J �..� ,,,J Y ZW X Q<Fr N I V) =111. W OW X CnLL Q ■ U ■ J O E as T rn Qy O �a CV 04 cV a3i v o � cp ail CD O O J � in I.- L. as U as W �v�'�o Q) C C� U O Z I- L` W 0V) Z W LLI Luz0 5 O0 W OP-700 t U 11111 omY.018260 PAINTER Up. k63 7'SIONAL SURVEY: C. I.: P-L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 6/8 F REDERICK COUNTY' SANITATION AUTHORiTY Construction Notes 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water corn. 2. The water and sanitary sewer portion of these plaits are valid for three years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with and arrange for inspection by the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water (or forced sewer) stain is tapped for the installation of a new line: a. The Authority shall finTfish all labor and material b. The contractor must: 1) make application and pay deposit 2) mark the tap location 3) coordinate installation with the engineering assistant. 7. Fxact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector, 8. The Authority's maintenance division shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its fratne and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade, c. The distance between the top of the cover and the coppersetter shall be between IS and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. b. Air Application for Service must he made and fees paid before work will begin. c. The Authority shall furnish and install all %"x'/a", 3i4" and I - water services. d. For all I and 2" water services, the Authority shall make the tap and bring the piping to tire property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter, e. The Authority will install all sewer laterals. 10• Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. 11, All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12, FCSA to review the mechanical plan(s) for design and material approval of: a. the domestic water meter and its backflow prevention device, and/or b. the fire service line's backtow prevention device. 13, DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved O&M manual. These docutricnts must be received before substantial completion is issued and vvatcr meters released. bakkfil general backfill m 8' location marker location marks Ford stainless steel ft,il circle repair clamp, style FS or FCSA approved - equal GertainTeed Rexus 24' manhole cover no. CDRU60EH of %' concrete wedge anchor boll - 4 ea. top of manhole at grade n pavement areas unless otherwise directed (top shall be set 24' 2' adjustment ring with butyl joint sealant on finished grade 1'-6. 24" min _ min, above grade in undeveloped areas) 2" custom setter (rneter by FCSA) top and bottom dear op r ing varies at property fine standard flat top for (see note 3) 2' max. 4' diameter manhole square skid pad G concrete pad 18" dia. finished grade of St»ci around manhole frame in 314" x 2" butyl x fi deep pavement or earth developed areas e P joint sealant :� 6 stone 35' max 6 stone : 24" min. in undeveloped areas • �� { ' - meter interface unit adjustment rings roadway box bracket furnished by (11"max.) 2` CTS polyethylene 27' - 29" FCSA and installed by 314" concrete anchor ' a tutNtig (PET) 200 psi 12" contractor looks (4 each) finished 48" min. w/ SS inserts et all :� 3 riser section for 4' `• . grade ! connections diameter manhole concrete ASTMC-11 with cutouts 4000 psi 12` or 8" (typ,) 3' min. -a••) exterior of all settlers to have waterproof coating t steel reinforced ,. V nominal size butyl 2" min • polypropylene steps --A joint sealant to be • applied on lower . . solid support blocks S" stone under customer joint gasket shall be either o-ring or profile loge rant saddle with corporation stop water main 12 gauge solid insulated PJ X RP coupling and copper wire for line tracing, PI n9 taped at 10 foot intervals MIP plastic plug (see note 4) 5° + variable - pipe to manhole 4 connection to be bail vahre curb stop with PJ (CTS) both ends with 2' gate valve operating nut invert channel to provide a smooth transition in to out, for all connections 2 0 max. by flexible sleeve 3' 0° min. 4' 0° max. �{ NOTES: precast irn cot or `, L i sY. 'c ` t of bench to be top top 1, Water service crossing street shall be encased in grout bottom to 3/4 die same elevation as SCN 40 PVC or SDR 21 pipe. The piping shall form channel. �. 1 r-• ��" . ' ', fi PhPe run from one toot beyond sidewalk, across street, A • • : ,` , 1 • '� to one foot beyond sidewalk. .. 2. Install 12 gauge solid insulated copper wire (for line tracing) .: + `� • from carp. stop to into the meter box [ wrap wire around t : ''• • ..' . ' .. 8' P f • wire t to of �T at 10 oral stop; e o be core p, taped op bottom intervals; corr>s u into meter box' core around of e" stone angle ball valve; temtinate with 12" tail place]. CUTOUT DETAIL (typal) NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a extenor coating of water proofing. 1/2" AND 2" 3. Final slope adjustment of manhole frame shall be by shims and rum -shrink grout. 4. Skid pad to be placed around manholas located in shoulders of roads. METER INSTALLATION 5. Flat top shall be used 4 height from invert out to rim is four feet or less. Frame to be 4' in height. FEB 09 6. There shall be a 0.20 foot drop in elevation through the manhole. -� STANDARD MANHOLE -15- genera l L STANDARD location a CONCRETEENCASEMENT TRENCH & BEDDING -1- FEB D9 new manhole base section 24" select tlackfilt 6, All bac kflll to be compacted to 95% of ASTM D698 maximum density. s• ----- `aclkfill CONCRETE ARCH 24" select backtill 6" i L In addition to restraining each joint of the fitting, any joint that falls within the specified Length of each branch of the fitting shall be restrained. L = restralneci length of pipe (PVC or DIP) D = pipe diameter D 6° B' 12" Ile 18' 20° 24° L (ft) 60 60 100 120 120 140 180 24' select bwMil TEE, CROSS, WYE 6" 1/2 O.D. L 6D D / L = restrained length of pipe (PVC or DIP) / D = pipe diameter D ti 8° 12° 16" 18' 20" 24" Ford stainless steel full circle repair clamp, style FS or FCSA approved equal 45'. 22 1 /2', 11 1 /4° L (ft) 1 20 1 W 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2 FEB 09 - spigot by gasketed bell 45' bend 3' minimum- gasketed pipe and fittings 8' x 4' gasketed bell wye solvent weld cap property line finished _\ I grade 38" location marker in. cover stone 4T treated 2'x 4" with - top T painted green \--4" pipe at 2.OD%a gr ade r de -y� :.: :...... :: All pipe and fittings shall be SDR 35/26 . GRAVITY SEWER LATERAL T FOR MAIN WITH COVER 15 I OR LESS -22- FEB 09 1 ❑1 L 02 Both joints of the fitting shall be restrained. in addition, all joints within the specified length on the large side of the reducer shall be restrained. L = restrained length of pipe (PVC or DIP) R = pipe diameter REDUCER L- r __ D In addition to restraining the connection, any joint that tells within the specified length shall be restrained. D 6' 8' 12' 16' 18' 20. 24' L (ft) 60 60 100 120 120 140 160 VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END _ FEB 09 down bend depth 4 ft, min. Ld Each sidh bend she addition, the speci of the fitti finished grade L - restrained length of Pipe (PVC or DIP) D pipe diameter Ld = down bend restrained length of pipe (PVC or DIP) Lu = up bend restrained lengthof pipe (PVC or DIP) D = pipe diameter up bend depth Lu 45' 0 6 8" 8 17 W, is" & 20" 24' Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 - 20 D e" 8' & 12, 16', 18' & 20" 24" 22 1/2- Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 D 6" 6' & 12, 15'. 18' & 20" 24' 11 1 /4° Ld (ft) 20 20 20 20 Lu (111) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 09 finished grade 6"dia. schedule 40 steel v$ pipe Tilted with concrete •�:;; 3' and painted yellow finished 7' grade ':"f 2' 18" dia.concrete encasement BOLLARD DETAIL NOTE: Weep tidies shall not be subject to being submerged. if installation is in an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. pad V-T dia. x 6' deep V - tr stone Sc- type adjustable valve box locator marker mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY $- FEB 09 WATERLINE PROFILE SCALES: (H) 1" =50.0' (V) 1" 5.0' 735 .... _ ......... . . . . .. 735 730 730 725 725 720 720 715 , E (STING GRADE . - 715 (21 EX. TELE. _ CC NOUiTS COVER EX. 4"O GASUNt 710 710 1 MIN. CLEAR PR... 45' VERT. BEND PR. .7' CL 52 DIP 705 705 ............... r z .... . d t- Do W a l tJ U .... _ ll II o II tl rn + + CN + 10+00 '. GR 2x4 TOP RAIL 1 x6 BOARD,- e FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) 2x4 MID RAIL 8'-4x4 POST 2x4 BOT. RAIL ATTACH RAILS TO POST qDE W/3-1Od(EA. RAIL) w , �m t I Z LJJ t to VI I ,U I z z;o U a I j LLIcr � I I i to i i LLI. 5'-9" o i I W Ct I I t:a,l ` .. 1. _..... ........E .,, �...{_.._ _. l ' r� N±© N ty----------------- 12" DIA. POST HOLE, NOTES: FILL W/CONC. ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE N0. 2 ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. PROPOSED OPAQUE FENCE DETAIL NOT TO SCALE THROUGH LANE -USE ARROW NOT TO SCALE TURN LANE -USE ARROW NOT TO SCALE i . SQL • TUBE STEEL SIGN :POSTS Sq"& .hs steel sigtl is- shaF be tduiroted frortr hot`rolletf, carbon sheet steel, Strkturd IIQ t}�t�r Mfbrr*g to, #he, re�jl, w*ts o>l AS AIK Gracie 50 �atct�lf �r yWd- sErvo after cold -forming shall be-W,00t1 sirrirllrttarrl: Tht*.sffae[ taiga sholl-tfe 14 age for tits inch bX Z iaGtt tmsts Q<td 10�ge for thie:2i/ nth by 2}}/finch pas : Poet fa6de.and ou dat-sht, be 91v_d:urefi in oontirdonoe with #le rftlgtoemerits off ASTIEI 0653, ' [lesipiatjorr, -"D., Posts shokise cm irn ground a dior- system UWE*o�idelt -a stable instalfbtiat and aBolrs easlt r:eplarement Of rile s91 Pos4_inld the anchor system oft- vehlcikr Irrt=L'P.osfs sta conform to the-braocrnmay Pei ants of AAMTO's Skondot'd. Specif►r�Eitlns for. 5:irt#ctirtrts Sttp�ar#s `for � " Stgr:s, Lt�tll�m'esllxld Trof f� Stgtds t1994 E�itlaln intt� retrisiiatls): l The t✓onfroctor sticc�IprDuide acopy of tpe FH�YAs.ncce�nce-letter irtr�r'a�j ;.oaft�Gtattca �I'Eh bratlrcowfa}� requir�nb nt irhe tlrna .of catalog strbfriissliltTtaf tfia'posts. 1;'osts sbof}'hove. ,�irrdt {+t- w/�mfttl. or knddcaats spr�ceft 1 etch air ct;,rrters''ott ell four k�de5: P4stS stroll. ba eL5#o8ed in aCccudancti utith'ti� tttralsrfac� retx�rt>~rulatitxls. Royrinitrlt t� be made ta►der:• 5,. '.Past Skeet SANITARY SEWER PROFILE S1--S2 SCALES: (H) 1" =50.0' (v) 1 " 5.0' 1 735 _ .. 735 730 _ (S)l . _ .. .. . S2 .. 730 725 .. _. . ........ .... .............. _ 72 720 ..._...... ...... _ .... _.., ..... 720 EXISTING . ... GRADE . ..... ... . 715 ........ 715 -- ... _ ...... EX. 8*0 WATERUNE CROSSING P , 216.3'-8" SOR 35/26 _ 710 _. 710 705 705 co w...a f Of LLJ i ._ Iw QQ �2-Of w t1 , , e _ .� rn a sr ram.._ r w ra, E_Q cacri cq tr7 cfr cn Cni trz CD CD i- Uo�z Q 11 11 R �,z F �? Ii H �z • .�? II s ¢� II _ Z r� 1l... i I it it Ilz�� _.._.......... ..,.__Xz_.._.._... a Wzf1 _ _z_ d _ az f1 _ Wiz... a t] �zz.. }-z I) _.... II !I I[ Lq Ii II Ii _..._. _ mil- ...... + + + + .. + + 10+00 11 +00 12+00 Z J Q W W J z LJ_ 0 /� I,.L" V D F- F- H Z Y Q 4' U ®_ V) < WSW > J > Q O � ®W �� QX 2�DZ Q 0D C7 W C.) W Z _3 J WX: 0<0 {,#ZZ W Q 0^ 0 o Ld v • LL �+ (Y Q ■ 0._ (V f,-I E CD 0 nh Q) Q r, � U /iri C4 tf} vi ♦/ ♦ V) cam( I I 3 0 � (D L .C: .c W c-.&0 o v t` 14 t� 1.0 t1t1t1J to C1 0 rJ tU = w co 0' UJ v c) I- Lt- w tttttt.l. on L� z _t W � W in zz OW �AyTH OF L1 � i�r .. PNNiER a Li018260 S SIONAL t)UKVILT: P-L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: J V My 1005 Virginia Department of Transportation Staunton District Rev. May 1, 20G4 YDOT z&ngral Notes V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. in case of c discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Sofety and Heotth Administration (OSHA), and Virginia Occupational Sofety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, oil traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, ail traffic control flaggers must be certified in accordance with Section 105.14(c) of the 2007 VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, of his expense, any and oil utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to iocote and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to chonge as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor sholl be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be orranged and held by the engineer and/or developer with the ottendonce of the contractor, various County agencies, utility componies and VDOT prior to initiation of work. V8. The contractor shall notify the iocol VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintoining adequate access to the project from the adjocent public roadway vio a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. 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 shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediotely brought to the ottention 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 oreos sholl be inspected and approved by a VDOT representative 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 sholl be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standords and procedures. V14. All roadway fill, base, subgrode material, end bockfill in utility/storm sewer trenches shall be compacted in six (6) inch 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, density tests sholl be performed by a qualified independent agency in accordance with VDOT Road end Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdroins shall be installed where indicated on these plons and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-woy shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT occeptance of any streets, all required street signage and/or pavement morkings shall be instolled by the developer or, at VDOT's discretion, by VDOT on an occount receivoble basis following the Manual On Uniform Traffic Control Devices. V18. The developer sholl provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of oil invoices for materials utilized within ony dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices moy be obscured. V19. Aggregate bose and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT doily, unless specified otherwise. 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 pavements shall be placed in accordance with Section 315 of the VDOT Road end Bridge Specifications. Density shall be determined using the density control strip os specified in Section 315 and ViM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and lorger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for opprovol prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. The foundations for all box culverts shall be investigated by meons of exploratory borings advanced below proposed foundation elevation to determine the type end condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VOOT Road and Bridge Standard PB-1. Contrary to the Stondord, where rock is encountered and cost-in-ploce box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and opproved by VDOT. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. V24. VDOT Standard CG-12 Curb Ramps sholl be instolled where indicated on these plans and/or as specified by VDOT. V25. VDOT Stondard Guordroil shall be installed where warranted and/or as proposed on these plans in occordance with VDOT's installation criteria. Final approvol of the guardrail loyout to be given by VDOT after grading is mostly complete. Typical Traffic Control Swau air Operation o t1 Sh onkfer (Figure TTC-4.0) tYOTES Page 6N - l IT fAay 2005 Gin domm 1. A ROADWORK AHEAD sig7 a- W- OULDER WORK AHEAD sign should Fie picred on the ie-f1 side ofthe foadivav for a dtxaded w- onv- wup strvat only ifihe Iafi sborrlrJ r m afecta-d 2. Sign spacing shroud be ) 300'-1500'fw- limited access hsgh-wm:�, and on all other roadivais -W`-800' whelvz the pasted speed hmu 1s glvwo- than 45 mph, amd 35CtSOO' where tine pos-tad s�zaped limit is 45 mph or gr�rtsr Standard: 3, Clrl nn d1zMg device spacing ttall beat the fallawi>ig; Posted Speed (mph) Locatim (1-35 36+ Trials Atdon S pa cla 20, 40' Travelway Spacing 4Q' Sil' 4. The buffer spacegt lenshall be as shown in Table OH-4 for the posted speed limit. 5. Cone Taper Length (L)• Speed Taper Length Limit Lane Width in Feet NTH 10 11 12 2.5 105 115 125 30 150 16. 190 35 205 225 245 40 270 295 320 45 450 49.1; 640 (Shoulder Taper = V3.1, 1Vliadmum) 50 1500 M 600 55 _W 605 600 60 6W 660 770 66 6-AD 715 7W 6, A shadow vratticle with either as arraw board operating in the caution mode, or at leatt erne higlt- intensity amber rotating, oscillating, or strobe light shall be parked 50'-100' in advance of the first work c rew. tlun: 7. For shalt-rhtratwn. operations of 60 minutes or less, all signs and channelizing devices inay be elunanated. if avehidewit3> activated high iuteasity amber rotating„ oscillating or strobe lights is used. 8 'Vehicle hazard warninl{ signals may be used to supplentient high -intensity rotating. Flashing, osallaLi1g, or strobe lights. Standard: 9. When a Aide toad intesrswts the highway within the temporary traMr control zone, additional traffic control devices shall be placednsneeded. hby'aas Nge 6H l 3 Z W V1 n SEE NOTE 1A,, i' i r�r Qom=G2 0 - 2 a 4 8"x2411 a .Sft6an wy operation an .Shaguer (Fisare ITC-4.0) ILL11WIJED FLASHW WWR [CKITaJ VM I T YTIa B OR C 4MC5- SEE µiTE 3 VVV-28 4 8" x 4 8" W21-4 4 8" .x 4 8 Page 6H . 76 TYPICAL TRAFFIC CONTROL Signing For Project Litrtirs (Figure TTC-36.0) NO support: 1. rMs layout depicts Sagami; rcquixClumts for designating the licginwog and =cling teamtna of conYkruct4ou projects, The pirposc of the signs is to inform morwi sL.s when they arc mitering and exiting a potrntial construction area- This layout also appt ics to multilane highways including hinited ar_cess lvghways Standard: 2. The "ROAD UNDER CONSTRUCTION" sips shall be placed 2000' + from the project 11mit, or I.M' +prior to any other can shvctionwarn in& signs, f tigIL 3. Standard. 4. Qn roadways hariug a median wider titan 8' Jdt Aud right Aw assoubUcs shall be required. Coln ri7nce i All comeclrolz: ivitixn the prowe1 hmits .7hould be ideWifled Ivilh pwivet 1VvM.Jtn1 signs. Lion 6 The :siminz shown (60" x '4.-) is for Primary seed l.anaitpA Access highwav systems For Sep_-ondaty toad zysteins 43" x 24" am be used 1vuy X05 Pxgc6li-777 lot' I 5 �t T a r � Signing ForPraject Lixiiis (Figure TIC-36M 11 a bar x k ,rEa�l r `r~ sm NOTE 6 z O LLO L _J F-- U UJ 3 O d 0 Z W 0 Z 0 W W 'Q U Z <Z a> > > w �Z QW 5Z ZW ZZO U)D J JV J0 JY ZLLJ W 0 I X NW Q Za M 0w 0 In LL Q d O r) 0 m U CUD to N I in U r/ rrir. N I 3 N 0 i Q; UJ ° c_ ca 'rn �. O c 0 o _ in L: U 0 a� U UJ 0 0 (U U ai v `v LL ZW 00 Q a U WM ��p A,i'/'YI� 1 LR 9 1' Lic. P6. 018260 s SIONAL SURVEY: C.I.: P-L, PLC 2 Ft. DRAWN BY: RED JOB NO.: 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 8/8 I ' '� �� j. � �� s � �� i � 1 � IE ., .'_ I'4 � A�,!tR, 2 9 2(� �� ' 1 � r- ._ _., ,j :d� GENERAL NOTES 1. The property delineated on this plan is located on the northwest side of Lenoir Drive about 1000 feet south of McGhee Road in the Stonewall industrial Park in Frederick County, Virginia. The property has three existing warehouse buildings located on in that wiili remain during Phase 1. During Phase 2 the property owner proposes to renovate one of the existing buildings into six individual units which will hold approximately 4,777 sf of office space and approximately 24,233 sf of warehouse space. The project site area will only involve one building and the surrounding areas, about 1.63 acres, as shown on the overall site plan. 2. Property Owner/Developer: Contact. Mr. Richard Bell Stonewall -Adams, LLC 303 South Loudoun. Street Winchester, Virginia 22601 3. Engineer/Surveyor/Landscape Architect: Contact: Mr. Timothy G. Painter, P.E. PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite;' 210 Winchester, Virginia. 22601 Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Painter -Lewis, P.L.C. 5. Site Data: Existing Property, Area: 5.00 Acres (217,800 sf) Project Site Area: 1.63 Acres (71,035 sf); limits shown on sheet 2 P.i,N: 43-19A 1 Zoning: M1 (Light Industrial District) Magisterial District: Stonewall Existing Use: Warehouse Phase 2 Proposed Uses: 4,777 sf Office/ 24,233 sf Warehouse Front Yard (M.inor ROW): Required- 75' Provided- 95.3' Rear Yard: Required- 25' Provided- 70.2' Side Yard: Required- 25' Provided- 43.4' Maximum Building Height. Allowed 60' Proposed- <60' FAR Required: Allowed- 1.0 Proposed 0.4 Building Floor Area: Total Property Area: 29,233 sf + 29,362 sf + 29,014 sf = 87,609 sf Project Site Area: 29,233 sf Open space: Total Property Area: Required: 25% (1.25 acres) Provided: ±6% (±0.30 acres) Total Existing Property Area is Historically Non -Conforming Project Site Area: Required: 25% (0.408 acres) Provided: 14% (0.23 acres) Project Site Area Green Space is increased as a result of the proposed development Impervious Area for the Project Site Area (1.63 ac.): Existing Conditions: Phase 2 Proposed. Conditions: Ex. Building Footprint Area= 31,646 sf Pr. Building Footprint Area= 29,233 sf Ex. Concrete Areas= 3,400 sf. Pr. Concrete Areas= 1,165 sf Ex. Asphalt and Gravel Areas= 26,245 sf Pr. Asphalt and Gravel Areas= 30,861 sf TOTAL= 61,991 sf TOTAL= 61,259 sf 6. Parking Space Requirements for the Project Site Area: Property Line Setback: Front (ROW)- 25' Provided- 20.0' (grandfathered per existing parking location) Side- 5' Provided- 5.0' Phase 1 Parking Spaces: Required- (1) space per 250 sf of General Office Space 21600 sf office space/250 sf = 10.4 spaces = 10 spaces J Required- (1) space per Employee for Warehouse Space 2, employees per unit = 3 x 2 = 6 spaces TOTAL SPACES REQUIRED: 16 spaces TOTAL SPACES PROVIDED: 23 spaces (Including (1) HC space) Phase 2 Parking Spaces: Required- (1) space per 250 sf of General Office Space 4,777.sf office space/250 sf = 19.1 spaces = 19 spaces Required- (1) space per Employee for Warehouse Space 3 employees per unit = 3 x 6 = 18 spaces TOTAL SPACES REQUIRED: 37 spaces TOTAL SPACES PROVIDED: 45 (Including (3) HC spaces) Loading Space: Required- (1) 12'x45' space for each 40,000 sf of floor area 24,233 sf warehouse = 0 spaces Provided- 12 ft wide loading area along the back of the building 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Sheet 5. 9. Lighting: Exterior lighting will be wall mounted lights and will be installed to prevent off -site glare and will match existing layout. 10. Trash Receptacles: One existing dumpster is located on this site and shall remain. 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. If the existing free standing sign is .removed and a new one is proposed it shall be no more than 12 feet in height and no more that 50 square feet in area. 12. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- No floodplain has been identified on this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. 13. Stormwater Management and Best Management Practices: As calculated above, the amount of impervious area on this site will be reduced due to the .proposed development which will in turn reduce the amount of water flowing from the site. The pre -development 10 year flow is approximately 9.28 cfs and the post -development 10 year flow is approximately. 9.14 cfs for the project area. Therefore, there will be no SWM or BMP measures required for this site. WATER AND SEWER SERVICE ELECTRIC SERVICE Frederick County Sanitation. Authority Allegheny Power P.O. Box 1877 3463 Valley Pike Winchester, VA 22604 Winchester, VA 22602 540-868-1.061 540-722-5830 BUILDING INSPECTIONS TELEPHONE SERVICE Frederick County Inspections Department Verizon 107. N' Kent Street 404 Hiilandale Lane Winchester, VA 22601 Winchester, VA 22602 540-665-5656 540-665-3156 EROSION AND SEDIMENT CONTROL F C PD redi erk ounty ublic Works cepartment 107.N. Kent Street Winchester, VA 22601 540-665-5643 PUBLIC ROAD IMPROVEMENTS Virginia Department of Transportation 14031 Old Valley Pike Edinburg, VA 22824 540-535-1818 NATURAL GAS Shenandoah Gas 350 Hallandale Lane Winchester, VA 22602. 540-868-7911 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & -MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH iN THESE PLANS. ADAM -NELSON AND A890C.,IAT9 E WAREHOO U E F__1 200 LIEHD�F_�qA L IRA STONEWALL I T 1 1 LX 'IC1K CD:UNT TMI 43-19-15 SWNEWALL-Aa4MS, LLC INST. 1000006mo Use: Warehouse Zoned: All Dr. 49170a M hFMM PROJECT OVERVIEW 0 60 Scale 1', = 60 ft TM{ 43-19-10 240 LENOIR DRIVE, L.L.C. iNST. 4070017743 Use: industrial Zoned: Ad 180 0 PM W v > 'nPAKH Lic:', .01.8260 w� , ��3 23�t'� ti "� ONA'L G ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G CURB AND GUTTER CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE. CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER PS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXiSTI.NG F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION. FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR. HANDICAP RAMP H8 HOSE BIB. HDR CURB 6" HEADER CURB HP HiGH. POINT HTR. HEATER INC. INCREASER INV INVERT IPF IRON PIPE FOUND In IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S.. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T:S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP, PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R..D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG. UNDERGROUND GAS. UG CATV UNDERGROUND CABLE T.V., UGT 'UNDERGROUND, TELEPHONE XFMR (ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP !WOOD POWER. POLE WTP 'WOOD TELEPHONE POLE WV 'WATER VALVE 5'R RADIUS iN FEET *00.00 PROPOSED SPOT ELEVATION X(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/8: COVER SHEET SKEET T . 2/8_OVERALL SITE PLAN SHEET 2A/8: PHASE 1 SITE PLAN, SHEET '3/8 PHASE 2 bEMOLVtION PLAN AND LAYOUT PLAN SHEET 4/8; GRADING PLAN AND EROSION AND SEDIMENT CONTROL PLAN SHEET 5/8: LANDSCAPE PLAN SHEET 6/8: EROSION AND. SEDIMENT CONTROL NOTES AND DETAILS SHEET 7/8: UTILITY PROFILES AND CONSTRUCTION DETAILS SHEET 8/8: VDOT NOTES AND DETAILS ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE. PLAN EXPIRES FIVE 5 YEARS FROM DATE OF APPROVAL SITE PLAN EXPIRES TWO (2) YEARS FROM DATE OF FCSA APPROVAL 2%[Dkff� NELSON AND AS WAR � U-1 i OUSE It ll E LI V OV L�1T� O fJ�l 200 LENOIR DRIVE STONEWALL INDUSTRIAL PARK STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CONSULTING ENGINEERS PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 Telephone: (5.40) 662-5792 Facsimile: (540) 662-5793 Em.ail:. affice@pginteriewis.com JOB NO.: 080.9009 December 10, Latest. Revision Date: March 22, 2010 SHEET: 1/8 1 30 Tkf# 43-19-26 TYSON DRIVE LAND TRUST INST. #040024099 Use: Warehouse Zoned: M 1 400.vo ------ I "Iff I - I - I - I STONEWALL —ADAMS, LLC INST. #000006353 Use: Warehouse Zoned: M 1 EX WAREHOUSE (TO REMAIN) Scale 1 )p = 30 ft _4703A?;?sr TM# 43-19—r 11 EX WAREHOUSE STONEWALL ADAMS, (TO REMAIN) LLC INST #000006353 Use: Warehouse Zoned: MI 8 ff-0. 00 660.0" TOTAL PROPERTY AREA 5.00 A-"REc N 4 2'*3o?;?3 N TM# 43- 19-15 STONEWALL —ADAMS, LLC INST. #000006353 Use: Warehouse Zoned: M 1 EX. WAREHOUSE (TO REMAIN EX WAREHOUSE (TO REMAIN) 0 TM# 43-19-13 GARY D. VANSICKLER DB 524 PG 24 Use: Manufacturing Zoned: M I U NIITS 1._;F PROJECIF AREA .......... O 4 7- > X 8 r I ct Or: Q) N" :z Z) 0 '0 0 LLJ C) _tj Q) 8 > N to m z Ld i. rd > i7i CL LU Lij _j F- E 0 0) C r) 0 to to CC-1 04 (U a 4-j C: LUC > q) 'q- CL (1) 0 LU "g _r_ CL z� LLI 00 CL t��ALTH 0p; 11MOM4 PAKH ',,U1C,-f(o. 018260 k4�,13 ?_5 � SURVEY: C.L. P-L., PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1"=3.0.0, 12/10/08 SHEET: 2/8 1 20 l-1 "0 DOWELL HOLE 1" 0 DOWELL HOLE-\ - 6, _ 0., FRONT VIEW 1 /2" PROP. 6' CAR STOP EX. PAVEMENT CONTINUOUS r 2" „ STRUCTURE #4 REBAR 5 5/8" Ox18" STEEL DOWELL END VIEW PRE -CAST WHEEL STOP DETAIL NOT TO SCALE 0 20 Scale 1 " = 20 ft :• U. 6RAWL Ek. GRASS s D( GAS Al5ER SE( KU C4P" U.. MI o� �} 0 0 w w_ w —w— w- -w— w— w w EX ASFWT Rg4I1WAY I so z +o _Q j ... ".'"""' $$ ...ram.-.�a,,,.,.__�. ... =,•apwam..,.._ .« r,.++.n..w,w•'w. ,...mow ..,.... - ....___.. _ `t S w --- - ---`' w r a 0-7 �r,rwr ,.arr__--• i ,ii rri irrrnwrir.._ �. - ..-- .o Arn TA r EX, Z° w 000a; U U�;p Ui w 1 C7 , Q w':.CL o w � Qr v�i nQ n (n,uj AJ f- w 'w LCL w w Or Lu ' N- ; N M i N N p In CN Z w f'-- V) T- w V) a a V) w Q QZ �Z O 2 fL 0 `r O Q }w Zw (ME(n~ Q O0D w _o o� wZV J J O JY ZW oaw I w N�w cn 3 p w M Cr d 6 J . Q a_ N pry ra"O p cn I .� N l N N Q ' W �cn oo J e c Q .p 0 ate__ Q C U N U Q ~ lL 3 W 0 V) Z� -JW �W �6 0Z 11,Eliz A — �AtiTH °� 4 f�. 11 PAINTER ic. 018260 ,-10NAL SURVEY: C.I.: P-L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: AA 8 IX ASPHALT EX BOLLARD IX GPAVEZ Ex GRASS iop Ex GROVEL RQ40WAY 1 ASPHALT ENT17rWCE AISLE Ex BULLm fF= 715.00(+I) PORTION OF EXISTHS �. SCE, TO BE IDEM OLDS! LF EX. INTERIOR WALL (TO RE, A EX. hY WALL (TO RfittW) Ex r, l/ IX I I D( BOLLARD B.R.) A/ . e. IX WNEE'LSIOPS is ' i9.16 i II d*Cd i EX: GRASS Ex SW - ton- xa- 4!qkuf._ . _ t x �o I{ �I I EX 0J' CHOW,, A � � ifiN) I 41.33 'TIts O RE�fAAV I 0---- TO ME LINED( W4SS I NWWYED r _ 1 EX W5S z 20.40'-- -1 ZE A✓' .r EX 4CJR8 ! I jj II I�1 r1ri i W W �W lu _ - i EX. W U CAP 0 0 20 6, Scale 1 " = 20 ft I PHASE 2 LAYOUT PLAN ,a,�Q Co I{ S z+ LAJ U. ASPtW r U £X. GRAVEL ---- D-LO-0 I E z ! V U .- Ex BOLLARD I 0_ 0 U U .._ EX. GRAVEL IX CRASS W tp to , , .. w • is C) Q tit liJ PR. EOP PR. EOP 4 1 T + o I EX. GROVEL R04DWAY EX GRAVEL ROADWAY r - PR. NEW HEAVY DUTY PAVEMENT AREA -_ r r ri N. o tt M5 i Q o tL? N ! \ \' Ex A4LT ENTRANCE AISLE OR EX. _.. _.._..:......__:_.. __ __._ .._.. _ .-..._ PR- CG76R II _ 1 PR. GRASS O Ex. E1A+LAI�Di go on 1 099.66'- PR. SIGHT � �, I f 2 �P: t-,_,.__ 13.5 UP m PR, GRASS A t� T.. PR. 122 x14 DOOR ) - i TIE INTO ' AND PR. MANDOOR -- { 0 50Q CT�jf1�9y EX. CURB-` PR. BOLLARD R, 4iGHT s?R CC 6 _ `` 13.5 UP) l __... -.w� PR, I24" STOPBAR Z PR. LIGHT- UNIT F 969 S F 3 far 3' cmw, v PR. STOP SIG Q o .JJ CENTERED �TO RfiIWN) ; I ~ PR. DUMPSTER WITH ABOVE DOOR 4,962 SF OFFICE z' I PR. 6' OPAQUE FENCE} `� ' o ` ''� I � WAREHOUSE SPACE E PR. GRASS � � � N z ~ EX S±w W POSSIBLE FUTURE DUMPSTER - I i ts`r., ` .__ I _ ,_ Ex TOU2.95 0 PAD LOCATION WITH SCREENING, - ! �.,' y, �._..2 0-, D( /N=70853 (47 ( P i- - IX IN=7 .07 (87 ' IF REQUIRED. PR. SIGHT __t PR. 4 - PR. 4 CURQ 3 {r ; &IX CRASS = J 13.5 UP T. _ n OPENING _ DD.UPLIGHT- ( Li I - L--� , CANTERED Ex IN-s9 .» (8� 0 Qq to; Ex STONE 4 ggqqjNNNN IX OUT= 7.75 (11 � UNIT E 703 SF i PR. 3 i j EX. SIGN I C� PR. . N. MANHOLE ` W �l 4 SAT. _ 2,0% TOP- t714.20' ja (TO N) { I EX 258'-1 "PVC ®D.t&X I 3,594 SF OFFICE INV iN=7oa16 4 WAREHOUSE SPACE INV 1=708.16 �� 15� Q BOCtARD �. __......_._ INV O T=707.83 + { - EX. DOORS T.B.V. AND REPLACED � o WITH A NEW 12 x14 DOOR PR. 4 CURB i, ii` . AND A NEW MANDOOR OPENING .. P HC SIGN h - -PR. LIGHT- ., NOTE: ALL REAR MANDOORS r? CENTERED PR. IGHT o t SHALL BE HANDICAP ACCESSIBLE ABOVE DOOR 13.5 UP , 1 / EX. SANITARY LATERAL! T� BE Ld EX, BUONG I i = PR. PA EMENTABANDONED - CUT Tk PIPE �-- Y fF 715.G@(T/-) 7 Q 3 S F O T, 32 4; U. GRASS L_ I UNIT D ®2 0 a ! WIDENING AT THE MANHOLE AND INSTALL 6 a 3,60 SF OFFICE _ -�¢ a Q A GLUED CAP ON THE PE END V Q Z q WAREHOUSE SPACE _ (Ex 3' CNERRY ice!) �'- W J sue\ 'REAM) 2 (TY ( P.)(nP) I { I Q > 'Q > PR. BOLLARD ...�_^ AND PRx1MANDOOR cn I -� PR 0 (� . 4 CURB R. I�IG a OPENING .. 1 - PR. LIGHT -CENTERED ABOVE DOOR EX INIEW WALL (rO REWN) 13 5 , _UP E Z W (/) ol Z w IX axE (y LOCA7ED)'`t I Q 0 0 I - EX. DOORS T.B.R. AND REPLACED I (TO RExl4kV) W W Q ' WITH A NEW 12'x14 DOOR I U, I Z (!) (j AND A NEW MANDOOR J s 1 I m 3 UNIT C 683 SF ``� w I to .J 9.. 82LARD _ --.-PR. LIGHT- a cn_--» ` f CENTERED I z vzi o ......_.. _...._, 1 I (( 1 �j W= O Q U ABOVE DOOR 3,497 SF OFFICE �a�Wf 0 Z W 0 IN WAREHOUSE SPACE " QQ :.., O-` I Li..1 PR. 32 -4 tL� d t ! ' '� ' i 0 to .3 z 0 Q z Y � EX GRASS ( � W . PR. HC SIGNS • caQ z Q LL - PR. LIGHT -CENTERED ABOVE DOOR ' - z n - _ PR. iGH _ ¢ EX, WATER METER ANO JERVICE o Q PR. BOLLARD '' - PR. 12'x14' DOOR I- - � , , 13.5 UP ; � ; ..x 4' '^ LLi OFF AT CORP STOP, GU LINE AND PR. MANDOOR ' ; - a z ' ' ' " AT CONNECTION TO COR STOP, � UNIT B 762 SF °o': _. ___ ?_,.; I REMOVE EX. WATER MST R AND i � ' PR. 4' CURB I I METER BOX ASSEMBLY FOR I 3,901 SF OFFICE OPENING -: , I THE F.C.SA. INSPECTC>iR WAREHOUSE SPACE 0 , " c I I o - w s IX /NrFRA�P DILL (TO REAWN)LATi 3 I rn n « :_ �, -PR. LIGHT -CENTERED ABOVE DOOR ,r kO` _ PR. IGHT-- N r EX. DOORS T.B.R. AND REPLACED �€ ? ; pt�, I I 3 FARO WITH A NEW 12 x14 DOOR ) wl ; i F u� AND A NEW MANDOOR �f n� I " o EX. GRASS o o r _ _ p (W ` it. �o En 4 •Q _ UNIT A 957 SF I �: J > �, ` ao U - I �. ' 4 901 SF OFFICE ....__. i.... . _, PR. AVEMENT v `r ."�cr PR. CURB I i WI KING U c �_ Z D WAREHOUSE IX I, , SPACE ZD a- B- OPENING E 11iLL BE' 144ININNED _ _, �' . . _ 20.52' 'f 2.Q0 PR. LIGHT EX KtER £Xh. 4 �- U L° E (TYP:) (13,5 UP) _. _ w PR. IGH - s PR. GRASS fN II a 13.5 UP) 6- 10 50 TIE INTO EX F.D.C. Ex BOLLARD--- -� EX.. BOUAR05 (r0 REUAW) ,� rw�wrrwrr PR. GRASS ,, ; ! rr ao . f7REZIN Ex. �4S �ILiER _ , EX CURB IX £x. CO PR. GRAST76 RLad4l >I I IX lifZL G1P i - - ( IX SMN I - 1 1 - A DU(IX b10L1AR0 CG-6f - 70P= 3.59 ( 3 i EX.WV ,_ - PR. 2" WATER METER ►� EX =7 19 p U W W yy £x e�NE a AND SERVICE LINE ! I j Ex uV= A'1(87 Z_ Ex .5W $' [ �- W W -+-� W - W _ IN w EX 8' WATD?UNE W PR. CUT -IN SAN, MH w i EX ` I EX our= .74 (87 f w Ex 7t=715.60 Ex ASPli4Lr Rt�ADWAYo tin o # - T7=±175J -+ _j w EX. IN-•708.02 �? w o TAP BY F.C.S.A 6• p' _ o a� INV. IN=706.75 or.wv + Z EX OUT=707.88 " J 0 TAP, SERVICE LINE TO VAULT, I �r, Ex 3J9-8'pVC ® 050x AND METER VAULT BY F.C�SA. ro o� � INV. INJOUT=706.65 � O o f I Z Z - pJ--- x ,� PR. STOP SIGN ., 0 w I •� --- I t PR. 24� I STOP BA � I w w PR. F.N. ASSY. w Lj all � a .. .^AM}I!NIAu�it._. ........,;YJ�t �_.._�<a� .. .. _ __ _ tN .. ... .. ..:. ....w•T.!!iYT.,^1M- .. � J{ih!T_C 4 _._-._ 'TH op .r-..+«. .?:.....a+r.nw:++reevn..+.......,.rn«.....rc.m-ne•.ynm»+. g -"W <mwwvmw.wn« - - t w.w.mu .......u.. ...+.. '+ram 3 _..._._ A ,_. __ ._._„� •�,r„ �..�:. is £X. fH 0 Dr-1 N11NK - PR. 20ESMT. NOTE: THE CONTRACTOR SHALL INSPECT ±25 FEET - t 15 FEET e.,° THE CONDITION OF THE EXISTING STORM sri PIPES TO VERIFY THEY ARE ADEQUATE TIE IN JOINT (SEE STANDARD- I w W U TWIM PAINTER 7, �- I - EX. LANE f 10 1-f. FOR THE EXISTING FLOWS. VDOT WP-2 DETAIL) I Lic. 018260 CROSS SLOPE = 1 4 :1 MiN. wx EX WEZL CAP lu w � U SI i ONAL I ,I SURVEY: IL 2 SM-12.5 P-L, PLC 2 Ft. 12" 3" BM-25.0 8" 21-B I ; +„ DRAWN BY: JOB NO.: COMPACTED SUBGRADE RED 0809009 LENOIR DRIVE PAVEMENT WIDENING DETAIL SCALE: DATE: NOT TO SCALE I 1 "=20.0' 12/10/08 NOTE: 1. AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB AND GUTTER. I SHEET: 2. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER. _ 3/8 3. RESTRIPE THE PAVEMENT AS DIRECTED BY VDOT. RESERVED RESERVED Architectural PARKING PARKING 5 a ASW iMertded Use above utilizes a constant -wattage auto Nang forbugdingandwall-mounted*911W1ons. femst"ballast.Compactftuoresterrtasesanklet (y tlonic high frequency ballast Ouick disconnect VAN AerWw features plugs easily diwonnect reflector from ballast and fntune from sugpiy wires Ballasts are prectsion ACCESSIBLE Housi ey - Rugged, die-cast, s ngle-pkece aiumi- w01 1d and 100W fadmry tested. -� trklm housing Die -Cast door trdme has Ilttipart-re- sistant, tempered glass lens. Dow name Is fully Sacket - Pacelain, medium -hale socket far sealed with a eased cell sifcone gasket. Standard ASW 1, mogul-baw sodet for ASW2, with copper P01ALTy iiLttx�_WorX n ab-n6o ° finish Is tenured dark brome fa©ST) poryester alloy, edckel-plated screw she!) and renter eon^ mfr aawtr ZOWrow-aawr iz> Ir t' I powdee. Other Ambitectwad calkxs availall tart- Fluorescent is four pin pasltive iato-Ang thermoplastic.ULUsted. Optics -High-performance, segmented refiecton VAN HG I provide superior uniformity and control. SpKtaf- ttswilatlon - Universal mot:nbN plate with in ACCESSIBLE SIGN t�� " ty atws#zed aluminum spot and grazer optics also tegrai nwunting boles supports the Rature for SIGN are available. Reflectors are Interchangeable and easy one p"w instailat"n. v ✓vtk*� a have field degree akning capability up to 1t1• withoirttou<s ls.Refleciorsavowfortuol-lesaccess Dings NOTE: SIGNS TO BE MOUNTED TO to ckeciruaf components. All oplxc rneet IES ft;H UL listed to US and Canadian safety standards BUILDING IN FRONT OF SPACE. wpopi criteria in ions -dawn orientation. CSiI Certified or <OJ, Certified (see Optbnsl. UL Listed suitable tot wet locations in up or dovm SOW and t,eta w uttllaes o high reac. Pa.ent W, HANDICAP SIGN DETAIL a*ntata,,. IP65 rated: U.s. Lance, high-pgwet factor ba;last. 175W and D500,569. Dttwfpatents pentiing. oe' NOT TO SCALE �� Ordering Information Example: ASW1 1751Y15R21 45F Lpt 7 _T_ ' 1lesigrr�ea ryi7tlaiwl xeugr f>VioruJaassatta 12" x 18" STD. n��"� y , l�,Gtf� Sk2 :+¢gma7ldfj,�4M 12D Mltilim. A�r1YG 5M'',a�lyrr,e AM 101 "T ?t1N Sf smot tuck 1XV, aN.1t 1V Wa iB ur I" A Sze 2 sWm wr*W W �- ASMi IM S1110 SI.,=aeraw"At 2AOa Of GsAk hre- Nfi, Mill Mt M III o: TM toe ln:MaMP✓•Jw 9fpP rilw s{!+IB rettifiltis' f. aNy} AANM Stn2wrrk6w o ASiMt tsar AM 2OOS t Se tt 6 }P 211 M Emwpa�'t�crra?iiKA 1W awnpix..aed}`- ASM W Sde2wrcsigund >111 s UItM f to i ARh:-Krl�'691MAr9 A5M2 2SOS Iww[aa' w., �aD it Aso, OC1P Enrar -Ka' 3iW wrkkardFd, autrit crow Y`b i �1 9�X STD. 2"x2" SQUARE TUBE •_ ASiYi 4005 srar SCflpklWl�PC fir 1DC1P E, wrae111-volt(1}357Ykmroi�veell�d,ikSllflbn��pps fiDdi OwtxanaisNa in" OC2912 E araltI2-+vhW*4n.c�d-Ad.rtsx^ �'W� asst uosbm :r 14 GAUGE STEL POST t AM 10M 1AW4 srdiNetr �m111 MM12 hra,"vfoa12 MLWOWbmirshWw3rdsid.AWterly.4 Oul flzlura4ss;rw"rr OD AM I (ASVfi aryl an VAwtr restrds Won 0" clear,. lwS p W idce3f AMNfC Mt U st 61 WA;anrp ? 4%M Quam las nu lum sift {100M mR,. W"" "t trtuAedly OR$ &wk '3P AM1SIM" sP I :tt ER E•t.ilatdt3tTomonreaf.ttrck NIC%iiSA45; lbn-vick pUfMi 9rmie Am 11eA1 Asti MW Ctti pmenmca wigtl' r.�3 yr I'NamorectkAtrftollltp W1I9.iSVatNnlrv= DSPO D*9% ---PROP. GRADE : ASW2 Zsw A1t yet 16 OSPI loom r AM r t€ED' r,s Sd1A ScpaCVlAry6kAatlwfaar DSP1 Csken Asp a C>f n.n c ; rt ► L,•s�a CSA iatkd trd tam c to :vw* to man WkL ++w"* NK b sk rea ,-, c ,r BSP1 f „f Qk � WU II N0 AM NIMl fIRA019 tY kPI l.girck7vtl 66PN W M-dw"c''Prrpr*"**arr4PAW:hom1. UV lesrla•pr �. r-�, , SaAaCe-nrpehd&ci Y;r fd,ifi 2iE�TRN 115M2t111116 ZlRtwwir"rif ASMt r AM112l1144T 1R1' p .. t�, x,°•.s® AM slrlli '10t'�t -ail u '.. ApM1 t rayaearewea'PnS YWA. 2 1M{beaNn�retaYJYA a �?„ 1 anr:drPKnS&Icr1e - tM-+fgKbP53ef!rwNk.�Mgj�rr}P�a6MC'�gOtSd. 1f. CArkMnaA{Gt CkTa: Cr�MMt/fltFkf�MIAItMf,. ' � s kM naAaOkwAnvrgm GvrrivaA. a' :oft. 15('�,5di eCwefstiU 1 iLiRS.fPSII�,r�raiF.uv,raardmaroge"r, 3�,- i'. tt3rt�xss, awNt►1i , va".war.�ses t GaxniE.Yelo!Sr"aral6ArFtrrrew ri 4U4t15sl ,q-%e01'15) ®iJ:-uperastQan.EJA!NCV.rNn t,fantrbraW;i"1w, ktn. me+gkr 15ar (ti.Fk� +91tsi_L'2#bkg; 1At4;eFpeftMr3t7V. 8 W"rnitwtiwWMl(rd4k,lf�'NPLU N-M9V; rfe�d"Iw+i tt `�"` a 611Irn+Andwci[M[by+[elNt><t�n(Mpat4aPex"II�M�I) . rparleda�arkr9n trr,inr.oAaAe rron I�U.RlY. - '.... 6 a.wa. lairaprrttr•rrrul�wtanr. nR "vkMi rM>+Ir7Tiwr, t a2t�,szlc e A t: i4c k+"dPa/w.L lrmm'4.armeMfN4inI4aG „� �� W N BrlysarulwrwswaRla S�:SdrWyx7a:jam fq '� -^ 1. _ „} 6 f�oaUarR a��ncta�lc�lu"r�ibk.m..rJU�a'wcam. r„nKnv� ARE LANE "NO PARKING Ri2E LANE" SIGN DETAIL NOT TO SCALE fA L,I;Y�lT /wA Llawrmw I WwwIbLK113 in ttev., keyw4ti 2106 ?SGo BUILDING MOUNTED LIGHT DETAIL VAN ACCESSIBLE SIGN (OR EQUAL PRODUCT) SITE LIGHTING FIXTURE SCHEDULE --- END of STALL - MANUFACTURER MODEL LAMP WATTS VOLTS MOUNT STRIPE OR CURBING LITHONIA I ASW1-175M-SR3 1175W METAL HALIDE 1 175 120 WALL WHITE PAVEMENT MARKING, (EQUAL. PRODUCTS MAY BE USED) cn 4" WIDTH LENGTH AS ��30" x 30" STD, %I STD. 2"x2" SQUARE TUBE 14 GAUGE STEEL POST z 1ITl i f) P n PROP, GRADE 30" NOTE: COLORS SHALL BE AS FOLLOWS: WHITE LETTERS AND BORDER ON RED BACKGROUND. "STOP" SIGN DETAIL NOT TO SCALE HEAVY LIGHT ------1 " OVERLAY 1 " OVERLAY ---- -2" SM-2A 2" SM-2AT - --_3" BM-2 -,w--_8" 21-A 6„ 21 -A ------COMPACTED COMPACTED-- 45II�III II It II1 SUBGRADE SUBGRADE II11IIIIrIil11�-- =1 I I=1TI= I NOTE: HEAVY PAVEMENT SECTION IS TO BE APPLIED TO THE MAIN VEHICULAR TRAVEL AISLE. LIGHT PAVEMENT SECTION IS TO BE APPLIED TO THE PROPOSED PARKING STALLS. TYPICAL SITE PAVEMENT DETAILS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE UH 4- NOTE: SHALL T ALL CONSTRUCTIONCONFORM 0 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 0.375" x 6" 0 CONC.-FILLED STEEL PIPE PAINT RED FINISHED GRADE NOT TO SCALE 18" DIA. CONCRETE(3000 PSi) BOLLARD DETAIL EXISTING OR PROPOSED CURB (TYP) NOT TO SCALE AS SHOWN ON PLANS 5' (OR AS SHOWN ON PLANS) II f EXP. JT. MAT'L -�- 6" �-•-------- 2'-v" 4" CRUSHED STONE CG--6R Ir (3000 PSI) 4" CONIC-` COMBINATION 6" CURB 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK/CURB DETAIL AND GUTTER REVERSED NOT TO SCALE NOT TO SCALE to II 1 II SLOPE TO DRAIN1 ►._ . 6" 2'-0" -----� CG��_6 s„ 2'-0" CG-6 CURB CUT SECTION COMBINATION 6" CURB & GUTTER NOT TO SCALE NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) ! 114 Wtt) u CL i • -- - 0r,#W.=710.59' �� u�' � � CL o Q i a -. C3 _.., _ .. _ __ ..... SF -E - ce- O ► F�- PR2 NEW HEAVY DUTY PAVEMENT AREA >,. 0 71 71 _ .7 70:00r I f ' M 4._ i , «:- r ;.1 I 1.. 1 t ) � II c PR 12 !'x 14' DOOR 71.4M . P ANb PR. MANDOOR ( I I "My70T Z t ALK -- - 4 UNIT F 969 SF , a ' 7 .70 4,962 SF OE FFIC 714.1 t / WAREHOUSE SPACE -i 714.00 Tro GRAD Ta i;.. o a m DRAIN TO , TCH PR. 4 CURB,,,-,',"- - OPENING (---� I - Z ]: ; ;: Z 00 j I O UNIT E 703 Srr 71.4.8 3,594 SF OFFICE - I 1 F G 00 sry;_ WAREHOUSE- SPACE i r " EX. DOORS T.B.F. AND REPLACED PR. 4 'CURB F ; t7 W WITH A NEW 12 x14 DOOR WALK .,-` / :: i _j • �': OPENING , r:.. { t'r AND A NEW MANDOOR .r . NOTE: ALL REAR MANDOOR K 7 5HABE HANDICAP ACCE5i E. ° S 1 GRADE . DRAIN TO I I EX. DITCH �- Y t UNIT D 703 SF Z I' 3,601 SF OFFICE 7 4 713. `` f u �1 k 0 0 Q • . 9 - J. r CL WAREHOUSE SPACE ;j ( M 3 W a> J PR. 1 ' x 14' DOOR WALK 1 I 2 Q 0 !X AND PPR. 4 CURB R. MANDOOR 1 .. M r Z OPENING _ H a D ._ EX. DOORS T.B. . AND REPLACED ? 713,90I GRADE TO W 1 I W Z Z O r' �� WITH A NEW 12 x 14 ODOR -=' c� r -, : DRAIN y N TO •Z .,. _ , ._.. _.. Q 'Q` g EX. DITCH. '-'`•• l' .i 3 O 11 AND A NEW MANDOOR UNIT C 683 SF 2.-.Uj �a o O J Z�� I <C Y r o 31497 SF �, - :. OFFICE � � SF �I � � � w O V w WAREHOUSE SPACE w Q I NW _ I r z `" a2 I WALK c' a 713 90 ; ' % (� W 00 _ � � z _ 1 � I !. I I p X x1ppOR oOAND PMANit Q n k,1 o UNIT B 762 SF i t ,,: I arrr•Pr. x 4r 1 111 a R : PR. CUB 1 � • M R 3,901 SF OFFICE 7 CZ f•� 1 OPENING l- 1- i WAREHOUSE SPACE : d n J °I 713.70 IGRADE TO� WALK ;D e a CV tV E r , „ . s RAIN TO i ; EX. DITCH °? .. R fp to is EX. DOORS T.B.R. AID REPLACED Oto cv I 3 WITH A NEW 12 x14 DOOR cn i N AND A NEW MANDOOR 41 CL W W00 UNIT A 957 SF J ttttJ' 4,901 SF OFFICESF � V WAREHOUSE SPACE ':% OPENING CURB _ . EX =71 2. x"inN- 1.2e9' W -C C F o I }WALK 7 13.7 GRADE .V •E 713.5 DRAIN TO i "" t° E p EX 1P 714. DITCH 3 r aU 77, t; ^+....r '', l9i PT^^"' -.b_ ..•..1..i . 715.00 71 II 714.7 714. 0 14:5 Z tr7 ii W w ----Li W yy ___,. , W W _. _. i . o r ( _j Lj 4' U) O • e e. t I _ s ELL I O UW - ,....,.,..» :... «„A .............. . v3R9M... '-"sow..-...,.y, -_.. ......._ _.. .-.m..; _. .-..-.-.... , ..: . -...... ......._..... _ .°.. ..e ..:-._. ..." - .. -.-P. .new-.lpr- ' r --: _.-.-. r._..._..._ �.. ......._.,.. '..._._ - .. _.. _..,.......-..r.. ._ ..........__ _.-.> ..__... .,_.._._._.__. --. ___ -. _ .._._..... .._.....:a' :;may,.,. m S _ __. _....._. _ _ 1 S aTH F #W.,=71;.1'4 NOTE: THE CONTRACTOR SHALL INSPECT Z D(.1-711.04 SF" SF THE CONDITION OF THE EXISTING STORM € y1z PIPES TO VERIFY THEY ARE ADEQUATE EROSION & SEDIMENT CONTROL KEY PAI FOR THE EXISTING FLOWS.(ta. 018260 �' NTER' C. 3.02 TEMPORARY STONE ENTRANCE (�;;; 3.31 TEMPORARY SEEDING-T i I .'A31ww� 3.05 SILT FENCE 3.32 PERMANENT SEEDING ( ' I I_ I IONAL�� i SURVEY: C.L: 3.07 INLET PROTECTION 3,35 MULCHING Mu ii r 1 I P-L, PLC 2 Ft. 3.20 ROCK CHECK DAM 3.38 TREE PROTECTION TP----4P --T P� P �D DRAWN BY: JOB NO.: I RED 0809009 3.30 TOPSOILING SCALE: DATE: TO 20 0 20 60 E0W=710.82' 1 "=20.0' 12/-10/08 E t 39.51'. 36" Ip CUP ® a278X � I I SHEET: Scale 1 = 20 ft LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required. Trees:32,026 sq. ft./2,000= 16.0=> 16 trees Existing Trees: 3 trees Provided Trees:13 trees Required Headlight Screen: 3' high screen along right—of—ways and adjacent properties Interior Areas: (1) Tree Per 10 Parking Spaces (5% of interior portion of parking lot) Required Trees:45 spaces/10= 4.5=> 5 trees Provided Trees:5 trees > 5% Zoning District Buffers/Screening: None Required. (All surrounding properties are zoned M1) PLANT LIST KEY I CITY. I BOTANICAL NAME COMMON NAME SIZE SPACING PARKING LOT LANDSCAPE PLANTINGS CC 7 Cercis canadensis Eastern Rebbud 2"cal. See Plans PR 11 Prunus (variety to match existing cherry trees) Flowering Cherry 2" cal. — See Plans lC 18 Ilex cornuta Chinese Holly 36"ht./3gal. 5' 0.c, TC 1 16 Taxus cuspidata Japanese Yew 36"ht./3gal. 5' O.C. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING LANDSCAPE INHALL6TION: 1. 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. 2. 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. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag 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. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. 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. 6. 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 fallowing 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 same bed. Grade finished planting beds so as not to impede surface drainage, 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. 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". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department. 12. 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. 13. 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. 14. All existing plant materials shall remain unless otherwise noted on these plans. 15. All plantings must conform to sec. 165-368 of the Frederick County Zoning Ordinance. NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLE W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH `rr COMPLETELY REMOVE ALL STRINGS,RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND Sf?IL MIX ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES To BE GUYED. TREE WRAP MAIN TRUNK RUBBER NOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED 4" MULCH 3" SAUCER AROUND TREE ---,- 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. TREE PLANTING m' SECTION I Y RRRRRRRRRRRRRR�A9YYIY�RIR II+I�I II II�.�I �RYYYYYY�YIIIII�IYIY 0 0 > w w CC � m W Z o a U Q,w Q v_j C) tt' I ; I z i j trn rnf W i N'N � � N c14 's Z Z g a W n. a U 0 Z np Ni W 'Q Y� 00 �Z5 �Q LLI IX >_J Q0 �Q> 0Z OW}w ZW �(n QW _fjZ 0 0D OZO W W-U V) J J wM 0<0 ZM N�jW I� < Z o LLJ W Q F-X a 0 W LL" rY a_ a d ■. 0 E W% Z o r- `' U `o 'cn .�04N cv co QJ (D C 0 C c� oh a J V LO �® a� � V U) 0 �_ W E O UCL W in•6 C U �° w Zn 00 Q a 'too H aF Df o . PAINTER . 018260 63 f�r0 1j �ssrONAL SURVEY: C.L: P-L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 5/8 EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT STEEL OR WOOD POST FLOw FLOW 10 FT MAX. SPACING WITH IRE SUPPORT FENCE PONDING HT, PONDING HT. STEEL OR WIRE & FILTER JHT. WO,QD POST ATTACH SECURE 36 HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF OFF RUNOFF (RECO STO;.. 12" MIN. 12" MIN. 4 x6 TRENCH WITH COMPACTED - GRAVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED S. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. P Y. E C SILT FENCE DETAIL WiTH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 PLAN 1 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 TEMP01�Y PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY_ 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL ON AN AREA NTH CRUSHED STONE CONSTRUCTION THAT DRAINS INTO ANEAPPROVED SEDIMENT TRAP SIMENT BASIN. 44.. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT SILT FENCE CULVERT INLET PROTECTION ENDWALL TOE OF FILL I �--- CULVERT - �c TOE OF FILL 0 SILT FENCE----- o * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT Flow OPTIONAL STONE COMBINATION" 1.0, 1.5° h FLOW 2.`U' * * VDOT3,357 OR /5 COARSE AGGREGATE CLASS 1 RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED 1992 I 2--10 ACRES OF DRAINAGE AREA: }6» FILTER CLOTH (OPTIONAL) Y (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATEg AZ FLOW' CLASS I RIPRAP SPACING BETWEEN CHECK DAMS r s A L B _. L= THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL. ELEVATION Shk?w Frutr a%ARD r[N,-f CORRECT METHODS OF TREE FENCING ' ,eeet0.0 CORRECT TRUNK ARMORING ry � TRIANGULAR BOARD FENCE Source: Va, DSWC 3.381 Plate 3.38-2 4VAC50-30-40, Minimum Standards 1-19: An erosion and sediment control program adopted by a district or locality must be consistent with the following criteria, techniques and methods: 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionatly transported from the project site. e co permanently 3 A permanent vegetate cover shalt be established on denuded areas not otherwise perms en ly stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the worst area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in ar crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through on approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be property compacted in order to minimize erosion and promote stabilization. e. Restobilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shaveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed 'n this manner. This provision shall apply to individual development lots as well as to larger land -disturbing acfMties. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rote of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: a. Concentrated stormwoter runoff leaving a development site shalt be discharged directly into on adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year dorm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwoter will not overtop its banks and by the use of a two-year storm to demonstrate that stormwoter will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a ten-yeor storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a ten --year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or (2) Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances; (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff ratefr m a ten-year storm to increase when runoff outfalls into a man-made channel; or (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the plan -approving authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the subject project. f. If the applicant chooses an option that includes stormwater detention, he shalt obtain approval from the locality of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfoll from a detention facility shall be discharged to a receiving channel, and energy dissipaters shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on -site channels must be verified to be adequate_ i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project- Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. COMPACTED SOIL IL .rt.,. FLOW 1= I I I- =1 I I =I 11=l I ICI I i =1 I i�l I ICI I i-I 1 I EI 11= ;,III,,,III,;,I11�,ill,,I,III,�,III,,III„ �Ili,,111„ , II,;,III: 4.5' MIN. TEMPORARY DIVERSION DIKE GENERAL NOTES: 1. All work and mxateriols shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility' at 1-800-552-7001 at least two (2) working days prior to commencement of any land disturbing activity. 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which ore not shown and should be located. Therefore, It shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, tthe owner, and/or the County of Frederick, Virginia. 5. All proposed utRAies shall be installed underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does nolt relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen worts. 7. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of Pointer -Lewis, IP.L.C. and established at a two (2') foot contour interval. 9. No Geo-technicol report has been furnished for this project, 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES. Adelphic Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-34-43 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 EXCAVATION AND GRADING: 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. The project engineer, Downer, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious materials, demolished debris, and all vegetation that is to be cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off -site. 3. All topsoil shoill be excavated to its full depth and stockpiled on -site in the area indicated on the plans or as directed by the owners representative for future finish grading. 4. All borrow fill imaterial, if needed, shall be obtained by the contractor and shall be approved by a certified Geo-technical engineer. All fill material shall be placed in lifts of 8' or less and shall be compacted to 95% of ASTM D-698 maximum dry density, or as directed by the Geo-technical engineer. Fill material may be obtained from the site or as directed by the owner. All compaction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.SA Department. 5. No blasting shiall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. If applicable, bk�ing operations shall be performed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6' of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. MISCELLANEOUS: 1. Fire tones shall be delineated, as directed by the County of Frederick, Virginia fire marshal. 2. All buildings and additions shall comply with the Virginia Uniform Statewide Building code (V.U.S.B.C.) and section 304, use group (8) business of the International Building Code, 2000 edition. 3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from the buildings shoill comply with CAB.O. A117.1-92. 4. This site and buildings related thereto shall be subject to all fire -ratings and fire separations in accordance with section 707 of the International Building Code, 2000 edition. 5. Chapter 17 of the International Building Code, 2000 edition requires that the structural plans and any special inspection (soil testing, concrete, steel, etc.) shall be performed and prepared by a professional engineer licensed in the Commonwealth of Virginia. All related documentation shall be submitted to the building department for permit and approval. 6. A permit shall' be required for any business signs and/or pole lights in the parking area of this site. PAVING AND CONCRETE NOTES: 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. If applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. C All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans. STORM SEWER NOTES: 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at ail crossings. 1f 18' of separation cannot be maintained, then concrete encasements and cradles shall be installed as indicated on the plans or as directed by the FCSA. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping shall be as designated on the construction documents to the slopes as indicated on the plans. 3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cast -in -place flow lines (IS--1 Typ,) shall be installed in all structures to facilitate flow through the system. EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.05 SILT FENCE SF X--)f----*_X 3,07 INLET PROTECTION 3.20 ROCK CHECK DAM 3.30 TOPSOILING 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING Ps - 3,35 MULCHING MU 3.38 TREE PROTECTION TP P PROJECT DESCRIPTION The property delineated on this pion is located on the northwest side of Lenoir Drive about 1000 feet south of McGhee Road in the Stonewall Industrial Park in Frederick County, Virginia. The property has three existing warehouse buildings located on it. The property owner proposes to renovate one of the existing buildings into six individual units which will hold office and warehouse space. Therefore, the project site area will only involve one building and the surrounding areas of approximately 1.63 acres as shown on the overall site plan. Existing Site Conditions The site has existing warehouse buildings located on it and some existing paved parking areas. The majority of the subject site area slopes toward the right-of-way (southeastern boundary) to an existing ditch and culvert system. Soils Z The USES Soils map shows the predominant soil type on the site is Carbo silt loam (5B). The soil is moderately O deep, gently sloping, and well drained located on uplands and the slopes are smooth. FREDERICK COUNTY SOILS MAP Adjacent Areas The site is bordered on all sides by existing warehouse buildings and existing paved areas for access and loading Lenoir ri right-of-way. The southeastern property line is the D ve Critical Areas There are no critical areas on this site. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import/export materials as required to achieve final grades and specifications. Maintenance All Erosion and Sediment control devices shall be inspected at least once every 2 weeks and immediately following every precipitation event of 1 inch or greater. Any damages are required to be repaired immediately. Erosion and Sediment Control Measures 3.02 Initially, a 20'w by 70'1 temporary stone construction entrance will be constructed at the location of the proposed site entrance. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been established. Use only wire reinforced silt fence, that is, "super silt fence'. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.07 Grovel curb inlet sediment filters will be installed at each curb inlet immediately after installation. The filters shall be inspected after each rain and repairs made as needed. Sediment shall be removed from around the filters when the sediment has accumulated to a depth of 5 inches. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Filters shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.20 Small temporary stone dams to be constructed across a swole or drainage ditch to reduce the velocity of the concentrated flows thereby reducing the erosion in the drainage ditch. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6' or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Stall & Spec 3.31 will be applied 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 mulched. All dams, dikes, and diversions shall be stabilized immediately after construction. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 Ali disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is Spring 2009 through Fall 2009. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. 3.38 All existing trees that are to remain during and after construction shall be protected. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to 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 soil stockpiles on site as well as soil v stabilization shall be uniform nd mature enough to intentionally transported from the project site. The vegetative st o o a g survive and adequate to inhibit erosion. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1' to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.ac 97 85 Red clover 8 Ib/oc 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Gross -(season dependent) Sept 1 - Feb 15: Annual Ryegross 12 ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegross 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Install silt fence along perimeter of work areas. 3, install inlet protection and check dams. 4. Clear and grub and demolition of the work area. 5. Perform rough grading of the construction area and finish grade all outslopes where interference with unfinished construction is not anticipated. 6. Perform final grading of site, install curb, gutter and pavement sections. 7. Clean or remove any sediment on public or private roadways. 8. Topsail and seed all gross areas. 9. Remove temporary controls after work areas have been stabilized. Controls must be removed within 30 days once no longer needed. Z W Q tI- 0 Z Z 0 J Cn 0 W Z Ll l 0 U 03 ti Z LL.I I UI U10 zl- L�l CL U � w W 4_ p z W Q Z �Z 0 - a- VQ > ;J� <> < 0 C) W }}.. 1- QW �0Z 0W U) Z Z 0 W-°0 V) J _J W= Of C)a0 N w II Q 23 0W � Q 0 (/7 LL IY d ■ U ■ J all NnE �- 00 Cn r, O r , V V / 7 .m ter. CA N I N a3i o v v c° (0 a� tD L__0a W C7 J 0' vv "d- a a� U L__ 'J � U N w W ays'Eo C 0 E Z ~ t1 t 0 U) Z0� JI W LJ LUZ V) �5 O0 W LTH pF ' f U TI PAIWM l�.18260 06 �� , SSIONAL SURVEY: C. I.: P-L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 6/ A I<REDERKA COUNTI' SANITATION AU1110RITY Construction Notes l . The Authority's Water and Sewer Standards and Specifications are available at www'.fcsa-water.cotn. 2. The water and sanitary sewer portion of these plants are valid for three years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications m effect at the time of construction. 4 The contractor shall coordinate with and arrange for inspection by the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When aft existing water (or forced sewer) main is tapped for the installation of a new line: a. The Authority shall furnish all labor and material. b. The contractor must: 1) make application and pay deposit 2) mark the tap location 3) coordinate installation with the engineering assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance division shall f intish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9 For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. b. AlApplication for Service must be node and fees paid iefore work will begin. tn. c- The Authority t shallll furnish and install It all rjrA„ 3r,4 and l" vater sen ces. d. For all 1 t la,. and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly: The Authority will install the meter. e. Tile Authority will install all sewer laterals. 10 Any water service line most have a backflow prevention assembly (double check valve or RPZ, as required), The assembly must meet ASSL standard number 1015 or 1013. 11, All fire lines must have a backflow prevention assembly (detector double check valve or RPZ., as required). The assembly shall meet ASSE standard number 4048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: a. the domestic water meter and its backflow prevention device, and,'or b the fire service line's backtTow prevention device. 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released. general backfill la m 8' location marker h � V. 11111111 location marks Ford stainless steel hrfl circle repair clamp, style FS or FCSA approved - equal fill 24' sled tknCkfill 6" All backfill to be compacted to 95% of ASTM D698 maximum density. 61 STANDARD B" location marker concrete CONCRETE ARCH 24' sated backffll 6" 6. CONCRETE ENCASEMENT TRENCH & BEDDING -1- FEB 09 new manhole base section ----`tackftfl r 24' select Ford stainless steel full circle repair clamp, style FS or FCSA approved equal CartainTeed Rexus 24' manhole cover no. CORU60EH 2' custom setter (meter by FCSA) varies at property fine (see note 3) 2 max. concrete pad 18' dia. x 6' deep 6" stone ., roadway box —�.. 2' CTS polyethylene ZT - 29 T tubing (PET) 200 psi 12' 48' min. w/ SS Inserts at all + 1 connection® J_ concrete wedge anchor bolt - 4 ea. 2 adjustment ring with butyl joint sealant on top and bottom standard flat top for 4' diameter manhole finished grade of pavement or earth ' meter interface unit bracket furnished by FCSA and installed by contractor .° 3' riser section for 41' diameter manhole with cutouts •° 3 min.—� 90,2 min. VIA _.... ~ 6" stone solid support blocks under custom setter saddle with 12 gauge solid insulated copper wire for line tracing, Pi X FIP coupling a corporation stop tapes at 10 toot intervals MIP plastic plug water main (see note 4) ball v ive curb stop with PJ — (CTS) both ends with T gets valve operating nut NOTES'. 1, Water service crossing street shall be encased in SCH 40 PVC or SDR 21 pipe. The piping shall Jl� run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. 8" Install 1 in r wire or line tracin 2 sta 2 sold insulated r@ � �PPa 0 9) m . stop to into 4 meter box wrap wire around from c o he m � R [ P Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve; terminate with 12'tail piece]. CUTOUT DETAIL (typical) THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 1 1/2" AND 2" METER INSTALLATION -� FEB 09 l-'-----L_ POAM 1--- L —1 In addition to restraining each joint of the fitting, any joint that falls within the specified length of each branch of the fitting shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter D 6' a" 12" is, 18" 2ir 24' L(ft) 60 60 100 120 120 140 160 TEE, CROSS, WYE L-1 f�, D / L = restrained length of pipe (PVC or DiP) D = pipe diameter D 5 8° 12° 16" 1 45' 45°, 22 1 /2°, 11 1 /4° 8' 20° 24` L (ft) 20 X 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- FEB 09 spigot by gaskated bell 45' bend Tminimum— —' gasketed pipe and fittings 8' x 4' gasketed bell wye solvent weld cap property r opty line finished grade location marker 1-36'min. cover stone treated 2 x 4" with - top T painted green —4" pipe at 2.Do% minimum grade n f n All and if DR its] s she S 35 ... be 26 ................. ... PIPS 9 ,' GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22- FEB 09 finished grade I ��fff �1 B"� {" — 24" min. - �I dear opBning square skid pad 6 thick around 12 manhole frame in developed areas ° 6" stone° adjustment rings ° (11, max.) top of manhole at grade in pavement areas unless otherwise directed (top shall to set 24' min, above grade in undeveloped areas) 3/4' x 2" butyl joint sealant 24' min. in undeveloped areas 3/4" concrete anchor ° bolts (4 each) 4 finished grade concrete ASTMC-150 ` 4000 • 12' or 16' (typ.) exterior of all sections to have waterproof coating steel reintorcad l' nominal size butyl potypropyiene steps joint sealant to be applied on lower joint gasket shall be ledge of joint either o-ring or profile • -� 5° pipe to manhole T connection to be t by flexible sleeve invert channel to provide a ' 0' min. smooth transition in to out 3'-0' Max, for all connections 2-0" max. precast invert or : ;:�^ ' ° �; F' f top of bench to be +a >; /4 dia. same elevation as top grout bottom to form Channel r AA of pipe :. f ...... E-1 A. 6" stone NOTES: 1, Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame shall be by shims and rion-shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top shall be used K height from invert out to rim is four feet or less. Frame to be 4' in height. 6. There shail be a 0.20 foot drop in elevation through the manhole. STANDARD MANHOLE _1 FEB 09 D1 � L� 02 "rt --�; Both joints of the fitting shall be restrained. in addition, all joints within the specified length on the large side of the reducer shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter Oman . anon on mono REDUCER L r-- L L� D In ,addition to restraining the connection, any joint that talus within the specified length shall be restrained. D 6' 8' 12, 16, I8' 20, 24" L(tt) 60 60 100 120 120 140 160 VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3_ FEB 09 down bend depth 4 ft. min. Ld Each sidr bend she addition, the spect of the fttti finished grade L = restrained length of pipe (PVC or DIP) D - pipe diameter Ld = down bend restrained length of pipe (PVC or DIP) Lu = up bend restrained lengthof pipe (PVC or DIP) D = pipe diameter up bead depth Lu D 6 T & 12' 16°, 18" & 20' 24' 45' Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 D 6" 8" & 12' 18', 18, & 2(Y' 24' 22 1/2` Ld (ft) 20 20 40 40 Lu (it) 20 20 20 20 D 6 8" & 12 16'. 18' & 2(Y' 24' 11 1 4° Ld ft () zo Al 20 20 Lu (ft) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 09 finished grade 6" dia. schedule 40 steel pipe tilled with concrete 3' and painted yellow finished �, grade Yh 2' 18" dia concrete' oncasemerri Y 3' ,r BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. if instaltabon is in an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. pad 1'-T dia. x 6' deep tr stone screw type adjustable valve box locator marker mechanical joint swivel tea with 6' branch FIRE HYDRANT ASSEMBLY FEB 09 -6- WATERLINE PROFILE SCALES: (H) I" =50.0' (V) 1" = 5.0' 735..... __ 735 730 _ .... - 730 725 _ 725 720 720 -I 715 E iSTI!NG GRADE _. 715 (2 EX TELE 4'.... MI.N. C NOUITS COVER E 4"0 GASLI11 NIt 710 710 1 MIN. CLEAR PR. 45' ... VERT. SEND. Ic PR. 2 417' CL 52 DIP 705 705 CD Z Ln :(D _�. QE r � z d 15 ® 00 s W tY — ., fl ... ........ __..... ....6 11 CD . -: II tI r-- '.t __ ...._.__...... ... ............ C) + r + cal + 10+00 2x4 TOP RAIL 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) 2x4 MID RAiL 8'-4x4 POST - 2x4 BOT. RAIL ATTACH RAILS TO POST DE W/3-1Od(EA. RAIL) 6" 12" DIA. POST HOLE, FiLL W CONC. NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT —DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. PROPOSED OPAQUE FENCE DETAIL NOT TO SCALE THROUGH LANE --USE ARROW NOT TO SCALE TURN LANE --USE ARROW NOT TO SCALE F SQtIARL Tla, STEEL SIGN, POSTS - Swore ,tube steelp��aassts Sher loci idbriGat t1 from EtaNr�tfed; c�bort sheet sleet, striiettxol>ifeel gtldity, conybrrring-to, the, reouirett>itfttts of tjSSTlx-AKl 'AM. Graft 50 ttcvt~%-y1 strero after coil -forming shoo be. W,000 by the 14 g i a*ihT _ Sttxn; The, steel aaglt sftoil tie gtgngt foes 2 'h "bX Z inch `ricposts and 10 gouge for t#te 2r inch 2%2� posts: Pa$� tnside.and OdWat-shbl}be ov Ue8 in oemIrdautm whih the requirar WAS af ASTU A653, eoo Designotfoa•C-9t).'Inosts. sha9use an in .grotirid enf.ftr.• system that provides .a stable instalit0m and- o6oltrs eas}r replocernent of t%, sign po3t.old lira anchor system 'after vehiculor irV=t_ Posts std conform to the- break_m. If�uartsnertts of AASHT0's Stw&ed Specifications for. St?Uctord Suppoits 'tor Htgftn� - Sims, LUftlilii&esl:and Trofl'ia Stc�tals (1994 E�Ittan b, ckld'rciy revisions': The Contractor shollprovide a copy of Lhe FIiWA's.tacee� ice letter iii&cal� coat rWCa V t bretlkoWay-requci MedS of the Gfne .oi cottioq:_ rrtisslgit- of tha.• posts. PMks *d twve. XbTch tit- V(L4 . or knockouts spaced' 1 itc ii w c(nters'on ON hour sides: P 2ts Shd be, irlsldW in a=donce with -the =&fac s payment 0 be made wider. Sii con Post SLeekf%ze)Lintee Feet SANITARY SEWER PROFILE S1—S2 SCALES: (H) 1 " =50.0' T— (V) 1 " _. 5.0' 735 i 1735 730 S1 S2 730 725._ ... 725 720 _..... ............ _..... .... ...... 720 ... ...... ..... ... EXISTING GRADE 715 -. ... "_. 80 .... ATERLINE CRO SING_[EX. I I I PC , _ 8°.._S,. .. 35/26 710 0 0.5216.3' 0% SLOPE 710 705 _ .. _ .. 705 00 W a H FU-- W _ :2 r,�. r� _ ..... <N a-�o- 4� � a ... �� _ ocac0CO � +lot4t �o ._ �o n. o zo zo .:. ¢oaf",`... z f z z e z a � n� z�� v 1--- tl — 2W._, zz_.,.zz _... r1—. _..,._.. Ll _ z ......z — fl— fY> d ... fZ.F---- azz .. ...._......... II _.._....-._.. O _. ........Q.....-..._.__ tl N II o. to N II o N Li o...... 7 ............... IC ........ __..... + M..__ + + + N + + .......... _r + _. 10+00 11 +00 12+00 W a iw' ct- m 1 O j IO.U� , i� V O I C7 C t. ` t1` LtJ ! C) i C:J i LtJ ' I j:j i 1 r\W" � i i I Q j ? \ D i N Q CN , Z V I LJ Q Z Y4 f� z o a� tth QO Ld >Q> /+1 w © Z Z Ld �W WIZ O a D ' -' Z ■—i V) J w� OQU New 1 Q W3 ow 3 Q CnL.L ■ Q N N E _ R Q N V) N 1 1 3 N N _O cD � W c O o ° 'I- a Ln 1{ il- L: O V >` to UJ O O N O O O O ~ L` t tt..■ OC3 L� Z l- W DZ Z to Z� LLL oW 11 f H OF f U��y . PAINTER L""' d. . 018260 .coo `SSI ONAL SURVEY: P—L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 7/8 My "005 Virginia Department of Transportation Staunton District Rev. May 1, 2004 yw rgl Me$ V1. All work an this project shaft conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety do Health (VOSH) Rules and Regulations. V3. When working within VDOT right -of way, oil traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 105.14(c) of the 2007 VDOT Rood and Bridge Specifications. 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 / public utility companies. it is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor sholl be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. if required by the local VDOT Residency Office, a pre -construction conference shall 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. V8. The contractor sholl notify the loco] VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor sholl be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the firnits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. 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-woy shall hove a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict paints. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 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 on adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas sholl be inspected and approved by a VDOT representative 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 identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch 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, density tests shall be performed by a qualified independent agency in accordance with \DOT Rood and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-woy sholl meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized 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 base and subbase materials shall be placed on subgrode by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VlM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 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 pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and ViM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty --six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT, V22. The foundations for all box culverts shalt be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Rood and Bridge Standard PB 1. Contrary to the Standard, where rock is encountered and cost-in-ploce box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. Approval of these pions shall expire three (3) years from the date of the approval letter. V24. VDOT Standard CG-12 Curly Ramps shoo be installed where indicated on these plans and/or as specified by VDOT. V25. VDOT Standard Guardrail sholl be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Typical Traffic Control Satiouary Operation ou ShonUar (Figure TTC-4.0) SOUL _T_I�ly 21005 on dorm 1. A ROADWORK AHEAD nV7 ar W_ GULDZR WORK AHFAI7 sign should be plered on the le,ft side rsf'the ry ao%va'" for a divided ear ono-ivay str:aof only ifthe loft s horrlder m affected 2, Sign spacing should be 1300'--I500' )6r hmited acces.7 higtwai s. and on ail other roadivaps `-800' whom the? pwrad speed ]tofu is gi-viwer- than 45 mph raid , 0-SC0' ir,6 we rhep=ed spead limit is 4S Mph or fit ter Standard: 3, Chant] Ong device spacing diall beat the follow Poted Speed (mph) Location 10-35 336+ Trout%Wou SpaCla 20` Oil' Travetway Spacing 'MR IM) 4. The buffer space length shall be as sh own in Table all-4 for the posted speed limit. 5. ConeTaper Length (L.): Sp sod Taper berigth Llttrtft Lane Width in Feet IVIPH 101 11 12 2: 105 115 125 30 l50 lily LOCI 35 205 225 245 413 270 295 3.20 46 450 495 4r411 (Shoulder Tapir = 113 L Minillnum) 55 ARM W_ bU 61111 660 770 65 654a '115 7W 6A shadow vrtilcie with eiffiw an arraw board operating is the caution mode, err at leealst otte high- intansfy ambw re>tatiarig, oscillating, or strobe light shall be parked :50'-WO' in advance of the first work c raw. outl u 1]: T For shaft-dzl.ratiata o eratons of 60 minutes or less all signs and chamelizinig devices may be ehimnattd if avehidewitL activated high-int�msia amber rotating, osd1lating. or strobe lights is used. 8 Vehicle hazard warning sigrtals may be used to supplement high -intensity rotating, flashing, osallating, or strobe lights. Standard: 9. When a dde toad Inteerssertsthe highway witinln the temporary traMe control zone, additiotml traffic control devices shall be placed nsneeded. moo Page6N-l3 NX, } I. Soxiiaos rrry Opemtien an ShauUer (Fieure TIC-4.0) tv20-2Q 4 8'' x24" I1ttlWaTED FLk5HW ytWR tC►UTK)N WtEi TYFRE B OR C IDOWS- SEE WiTE 3 VW-218 48" x 48" W21-4 4 x 48" Page 6H -76 TYPICAL TRAFFIC CONTROL Signing For Prboj"t Lirr W (Figure TTC-36.0) rNOT ES - Support 1. Ms layout dclacts ngiung requuciumts for dcsignatitig the bcgiru mg and ending tet=w of cons"ctilou pro)ccts The puaposc of the signs is to infonn motorists whcti they are cntcxing and exiting a potcoti4 eonstraction area. This liryout also applirsto multi•lenc highways inelutUng limited acccss highwavx Standtird: 2, The "ROAD UNDER CONSTRUCTION" sip shall be placed200U* + trow the projectliw*. or 500' + prior to any other consttuction warning dgnt ti4i1 3. Standard. 4. On roadwaysi►aAagactodianwidwthan T,leststudrightsip a nblieys*al1bercquired. 5 Alf came clions wthn thfa prrjact }units shendd ba identified with piowct farmtnt signs. tla tl 6 The xi itt shown 00" x w4" i5 for Primary nd iimitcd Acct:ss hi kw" systems For Secondary road kykJekSl 4$ Z Jm& to used Nisy 1005 -o o LA Page 6H.77 EC' x 74" K JF t a � i WIN* -_ Siyniotg For Projeci Liruin (FIVue TIC-361b UJ f- ID j SPEGALUJ v r'yrJ 5tr NDIr 6 O a Z Q W F_ Z O W Q UZ 00 F" " QZ 0-0 (,/) W It > Q> � w ®W ©� „DIY froZ 0 0D OV) WZO WD J d JJ JY zW Ir 0Q N � it I Q ow M NJ- Q 6 ■ CD a N r, o C _ Cal N Sri [V N cV W �C��, O a 't CL Q) C)It ai w W V) �-_CL ° Q, E Z w SURVEY: C.I.: P-L, PLC 2 Ft. DRAWN BY: RED JOB NO.: 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 8 `Q 1 "0 DOWELL HOLE 1 "0 DOWELL HOLE 6'-0" FRONT VIEW PROP. 6' CAR STOP EX. PAVEMENT STRUCTURE --5/8"Ox18" STEEL DOWELL PRE —CAST WHEEL STOP DETAIL NOT TO SCALE 20 0 20 60 Scale 1 " = 20 ft - 8 1 /2" CONTINUOUS 2" #4 REBAR ° l END VIEW EX. GRAVEL ROADWAY EX. BOLLARD EX. BUILDING PHASE 1 LAYOUT PLAN I II EX. ASPPALT x _ EX. GRAVEL --..- x Q_• EOp EX. BOLLARD EX. GRAVEL EX GRASS cop EX GRAVEL ROADWAY -� I EX ASPHALT ENTRANCE AISLE EX BOLLARD EX. BOLLARD I rn II T+ l 0 0 I 0 W I -+ III `" IX J CHERRY Q 41.15' (TO REMAIN) 0 19.16' '< EX. GRASS W x I I I EX GR4 EX, BOLLARD <1 6 21 .9 5' l SW I IEX. BUILDING FL UM FF= 715, 00(t/--) �tiFs W a ( Q_ v EX. INTERIOR WALL (TO REMAIN) 3 41.33' NEW STRIPING TO I EX FLUME DELINEATE HC SPACE EX BOLLARD 3 C SPACE A W i ALL EXISTING SPACE I DEMARCATION TO BE REPAINTED EX. GAS METER T I TT EX WELL CAP_ D(. BOLLAI' -- w --�- w - EX. ASPlIALT ROADWAY UM 22.70' r— EX. INTERIOR WALL (TO REMAIN) EX. BOLLARD I z � W � W W I 3 v I Q U I U WILLPBK�MA/ EDM EX. RNKLER EX. f H. I EX. BOLLARD � W � I EX BOLLARDS I —~~ T_ EX (TO GARES M R - 1 -��- _ EX. ASPHALT CURB _�..... _ �fU� x EX. BOLLARDS 40.40' w w -- w w w w w -- w EX I^IlRR x �- IRB aJe 660.00 ' (TOTAL) EX. EX. STONE SIGN (TO REMNN) I x O A� EX � J' CHERRY I c�p1� v� (TO REMA/N) to •� I G� I EX. GRASS I � N D( i' CHERRY rT0 REMAIN) 11� EX. M4 LL EX POLE (TO BE LLOCAXE�D) (TO REMAIN) W EX. WATER I 0 METER AND SERI�CE LINE I O I II PR. HC ( c/ SIGN �y I O EX. GRASS I 00 I PR. WHEEL STOP (TYP. � W 0 > of . LL I I EX. GRASS I Z W 20.40' I I J I I � II �0 0 0 M lzu EX. CURB 0 0 � � Lli m ct � � CL Z Z W W ti O O OQ O Z � Lu CLLL_ U W W 0 0 w w cn C) a- c L'i W CL � W � O W W cn W o � rn rn ^ o 0 0 W QZ U �Z Q on — o �. cQ w J ix Q O Of w ZW �(�7_ Q ::)Z ZW ZZO cQn Z) -i J O _jY ZW �QU I X N W Q �� OW o �u- rr Q rl ■ C) J o E C7 CND Ln L 0 N N N 0 � o � cn cD L 0 W C 0 L � O C U N �.-- W N L O H U Li o E Zw H OF G�1P TIMOTHY G. PAINTER 9 Lic. No. 018260 SS'IONAL SURVEY: C.I.: P-L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 2A/8 m GENERAL NOTES 1. The property delineated on this plan is located on the northwest side of Lenoir Drive about 1000 feet south of McGhee Road in the Stonewall Industrial Park in Frederick County, Virginia. The property has three existing warehouse buildings located on in. The property owner proposes to renovate one of the existing buildings into six individual units which will hold approximately 4,777 sf of office space and approximately 24,233 sf of warehouse space. The project site area will only involve one building and the surrounding areas, about 1.63 acres, as shown on the overall site plan. 2. Property Owner/Developer: Stonewall -Adams, LLC 303 South Loudoun Street Winchester, Virginia 22601 3. Engineer/Surveyor/Landscape Architect PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 Contact: Mr. Rob Sawyer Contact- Mr. Timothy G. Painter, P.E. Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Painter -Lewis, P.L.C. 5. Site Data: Existing Property Area: 5.00 Acres (217,800 sf) Project Site Area: 1.63 Acres (71,035 sf)-, limits shown on sheet 2 P.I.N: 43-19-11 Zoning: M1 (Light Industrial District) Magisterial District: Stonewall Existing Use: Warehouse Proposed Uses: 4,777 sf Office/ 24,233 sf Warehouse Front Yard (Minor ROW): Required- 75' Provided- 95.3' Rear Yard: Required- 25' Provided- 70.2' Side Yard: Required- 25' Provided- 43.4' Maximum Building Height.- Allowed- 60' Proposed- <60' FAR Required: Allowed- 1.0 Proposed- 0.4 Building Floor Area. - Total Property Area: 29,233 sf + 29,362 sf + 29,014 sf = 87,609 sf Project Site Area: 29,233 sf Open space: Total Property Area.- Required: 25% (1.25 acres) Provided: ±6% (±0.30 acres) Total Existing Property Area is Historically Non -Conforming Project Site Area: Required: 25% (0.408 acres) Provided: 14% (0.23 acres) Project Site Area Green Space is increased as a result of the proposed development Impervious Area for the Project Site Area (1.63 ac.) Existing Conditions.- Proposed Conditions. - Ex. Building Footprint Area= 31,646 sf Pr. Building Footprint Area= 29,233 sf Ex. Concrete Areas= 3,400 sf Pr. Concrete Areas= 1,165 sf Ex. Asphalt and Gravel Areas= 26,245 sf Pr. Asphalt and Gravel Areas= 30,861 sf TOTAL= 61,291 sf TOTAL= 61,259 sf 6. Parking Space Requirements for the Project Site Area: Property Line Setback: Front (ROW)- 25' Provided- 20.0' (grandfathered per existing parking location) Side- 5' Provided- 5.0' Parking Spaces: Required- (1) space per 250 sf of General Office Space 4,777 sf office space/250 sf = 19.1 spaces = 19 spaces Required- (1) space per Employee for Warehouse Space 3 employees per unit = 3 x 6 = 18 spaces TOTAL SPACES REQUIRED: 37 spaces TOTAL SPACES PROVIDED: 45 (Including (3) HC spaces) Loading Space: Required- (1) 12'x45' space for each 40,000 sf of floor area 24,233 sf warehouse = 0 spaces Provided- 12 ft wide loading area along the back of the building 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Sheet 5. r 9. Lighting: Exterior lighting will be wall mounted lights and will be installed to prevent off -site glare and will match existing layout. 10. Trash Receptacles: One existing dumpster is located on this site and shall remain. 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. If the existing free standing sign is removed and a new one is proposed it shall be no more than 12 feet in height and no more that 50 square feet in area. 12. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- No floodplain has been identified on this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. 13. Stormwater Management and Best Management Practices: As calculated above, the amount of impervious area on this site will be reduced due to the proposed development which will in turn reduce the amount of water flowing from the site. The pre -development 10 year flow is approximately 9.28 cfs and the post -development 10 year flow is approximately 9.14 cfs for the project area. Therefore, there will be no SWM or BMP measures required for this site. WATER AND SEWER SERVICE Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA 22604 540-868-1061 BUILDING INSPECTIONS Frederick County Inspections Department 107. N. Kent Street Winchester, VA 22601 540-665-5656 EROSION AND SEDIMENT CONTROL Frederick County Public Works Department 107 N. Kent Street Winchester, VA 22601 540-665-5643 PUBLIC ROAD IMPROVEMENTS Virginia Department of Transportation 14031 Old Valley Pike Edinburg, VA 22824 540-535-1818 NATURAL GAS Shenandoah Gas 350 Hillandale Lane Winchester, VA 22602 540-868-7911 ELECTRIC SERVICE Allegheny Power 3463 Valley Pike Winchester, VA 22602 540-722-5830 TELEPHONE SERVICE Verizon 404 Hillandale Lane Winchester, VA 22602 540-665-3156 RESPONSIBLE LAND DISTURBER NAM E: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. ADAM -NEL OO N A D A OO CIATE WAREHOOU E RENOV=A I ATION EI � FREDERICK COUNTY, VIRGINIA I I TM1 43-19-26 TMI 43-19-13 TYSON DRIVE LAND TRUST GARY D. VANSICKLER INST. 1040024099 DB 524 PG 24 Use: Warehouse Use: Manufacturing Zoned: M 1 L Zoned: M 1 I 1� LW F DEB SF 402 SF OFFICE WAIffFKKJSE SPACE i •� I I - •. i 3.5% SF OFFICE WAffl34OtJSE SPACE _ L TMI 43-19-11 UMr D 703 SF TM/ 43-19-16 STONEWALL ADAMS, aE21 SF OFFICE STONEWALL-ADAMS, LLC I IX X(ROVUSE I LLC D' WAR90a SPACE INST. A#000006353 I (M REMAIN) INST. #000006353 (TOREWN) RENOVAIKIN -- -- Use: Warehouse !!! Use: Warehouse Zoned: M 1 ( -- "- - - --- I Zoned: M 1 Gil _ I. or ON SF } I I I 3,407 SF OFFICE -- I''_ WAREWUSE SPADE A IIbIRE}IOUSf I I . Df - - REMAIN) I a 901 7 762 SF _. L. w SPACE L I I I I � Urdr A 9E7 SF /' 4,901 SF OFFICE IiEI- WApIISE I r SPACE ... - ... W 43-19-15 -, STONEWALL-ADAMS, LLC INST. 1000006353 I Use: Warehouse Zoned: M 1 EX IWROtOff 00 REaLNNJ PROJECT OVERVIEW 60 0 60 Scale 1 " = 60 ft TM# 43-19-10 240 LENOIR DRIVE, L.L.C. INST. 1070017743 Use: Industrial Zoned: M 1 180 U J � - �OXTH OF D - Ic. 01PAINTER8260 ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G CURB AND GUTTER CG-2 VDOT CURB rQi CG-6 VDOT CURB & GUTTERS° CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND � CPP CORRUGATED POLYETHYLENE PIPES CMP CORRUGATED METAL PIPE° CMPA CORRUGATED METAL PIPE ARCH y u CO CLEAN OUT DIA. DIAMETERr'" DS DOWNSPOUT EOP EDGE OF PAVEMENT`4 EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR ''- F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE .XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/8: COVER SHEET SHEET 2/8: OVERALL SITE PLAN SHEET 3/8: DEMOLITION PLAN AND LAYOUT PLAN SHEET 4/8: GRADING PLAN AND EROSION AND SEDIMENT CONTROL PLAN SHEET 5/8: LANDSCAPE PLAN SHEET 6/8: EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SHEET 7/8: UTILITY PROFILES AND CONSTRUCTION DETAILS SHEET 8/8: VDOT NOTES AND DETAILS �B CL ONING ADMINISTRATOR DATE 22f cc I" CM a � � APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL SITE PLAN EXPIRES TWO 2 YEARS FROM DATE OF FCSA APPROVAL AIVI/AMO-N IELOON AMID ASOD ATIES WAREHOUSE HREMOUIWATEOM 200 LENOIR DRIVE STONEWALL INDUSTRIAL PARK STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 On Telephone: (540) 662-5792 Facsimile: (540) 662-5793 Email: office©painterlewis.com CONSULTING JOB NO.: 0809009 SHEET: ENGINEERS December 10, 2008 '� /8 Latest Revision Date: March 30, 2009 1 30 MOM TM# 43— 19-26 T'YSON DRIVE LAND TRUST INST #040024099 Use: Warehouse Zoned: M 1 iMJ/ 43-19-16 STONEWALL—ADAMS, LLC INST. ff 000006353 Use: Warehouse Zoned: MI I� EX. WAREHOUSE (TO REMAIN) 2�O.Q�� -- — -- I 0 30 Scale 1 ,' = 30 ft ..._S 4Z*31;2» E-- TM# 43— 19— 13 GARY D. VANSICKLER I DB 524 PG 24 Use: Manufacturing Zoned: M 1 LIMITS v�r PROJECT, AREA I �— -- 0 I ; p I I I I I iT 0 T� P R n., .'- �v T ITEti „ ,�,TY AREA -- 5.00 ACRES I AREA ..) 3; ACRES I TM# 43-19-11 STONEWALL ADAMS, EX. WAREHOUSE EX. WAREHOUSE EX. WAREHOUSE (TO REMAIN I LLC (TO REMAIN ^; RENOVATION INST: #000006353 Use: Warehouse Zoned: MI I ` I I WR� �t I I I o I I I N 42 3,2;23 " #r TM# 43-19-15 STONEWALL—ADAMS, LLC INST. #000006353 Use: Warehouse Zoned: M 1 Ef (TO REMAIN) 90 1 00, 660.00' 660. 007TO-TA—L) �_ M I P P '.; J E C r AREA TM# 43-19-10 240 LENOIR DRIVE, L.L.C. INST #070017743 Use: Industrial Zoned: M 1 NC (O d N c) N 0 W 41 o� z ? I J co , 0 1 ;` � z 1 �WQ� o CO c o - a� >? ~j m � Q I + .1 Z I w J I J J� Ln O o W _�j ( C �o Uz z 0 :5 a 0 Cn W � Yg �z �z �F a� OCY � �Z XDZ O0=) ZN ZZV O:D ZW O�� N N3 w U � O N W S..l+ 0Of � VJI.L d ■ J aN o E O c,4 rn o U C6 7 N U) L I N N tD cD N cD v v v v o coLiu o v J L �vw a U 41 c � w W 70 E Q V N ~ V 0 V E Z LAJ Q a �V) z� J W W ill � V) 6 Z O ? � :t,TH OF y f o Lit. 018260 �S9IONALG SURVEY: C.I .: P-L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: � DATE: 1 "=30.0' 12/10/08 SHEET: 2/8 IX. ASPHALT EX. OP EX. BOLLARD EX. GRAVEL EX. GRASS I4LEO= IX. GRAVEL ROADWAY -r I 9.. ASPHALT ENTRANCE AISLE I 0 EX BOLLARD (T B.R.) ZE b i `" i '(TO,iREMAIN)" CHERRY I f 19.16' - '� O EX. GRASS EX. STONE SIGN I EX GR41F (TO REMAIN) I � I (T.B. R.) '(TEYRY Co O RBMINN) I �� . spa 2 Y'i q .1 21. J 5' 9.. Sw a (r6R.) W 1'Z EX. BUILDING ff= 715.00(+/-) .�• m EX INTERIOR WALL (TOjEMA/N) f fLUME T B. R.) M' W� f FLUME '{ 22.70' 4, EX. INTERIOR WALL (TO REMAIN) Cli WILLPBI"KMA/NTAINLDM EXPRI�KLER EXP H I / GAS M TR� 1 ; TO RfMN EX. A,SPHAL% CURB '�z EX GRASS I IX i' CHERRY �TO REMAIN) EX. POLE (TO REMAIN) EX. WATER n METER AND SERVICE LINE TO BE ABANDONED EX. GRASS II I � I z ? EX. GRASS I 20.40' .B.R. - EX. BOLLARDS Ill W , W W W IL. FRB � II 2 v z , EX. WELL CAP I II �I II 20 0 20 60 ,> II Scale 1 = 20 ft EX. GRAVEL ROADWAY co EX BUILDING EX. GROVEL LAYOUT PLAN I II EX. ASPHALT ELLOP_ EX BOLLARD Q, EX. GRAVEL EX. GRASS (D 4 180.02' • EOP EOP IX. GRAVEL ROADWAY PR. NEW HEAVY DUTY PAVEMENT AREA , N I p o) EX. ASPHALT ENTRANCE AISLE op I /p, PR. GRASS I EX. BOLLARD_ _ 99.66' '' - t 20.00' - 1 1lIrP PR. 12'x14' DOOR (3.541GUP) °D 0 50' PR. GRASS �PAVfM Nr TIE INTO AND PR. MANDOOR PR. BOLLARD <� o PR. LIGHT- UNIT F PR. DUMPSTER WITH 00 ABOVERED DOOR 4,962 SF PR. 6' OPAQUE FENCE / WAREHOUSE POSSIBLE FUTURE DUMPSTER PAD LOCATION WITH SCREENING, IF REQUIRED. UNIT E 31594 SF EX. BOLLARD WAREHOUSE (TO BE RELOCATED) EX. DOORS T.B.R. AND REPLACE WITH A NEW 12 x14 DOOR AND A NEW MANDOOR PR. LIGHT - NOTE: ALL REAR MANDOORS CENTERED SHALL BE HANDICAP ACCESSIBLE ABOVE DOOR NI 00 0 ik. E BOL q UNIT D 3,601 SF 00 WAREHOUSE LLJ a PR. BOLLARD PR. AND 12'x14' DOOR PR. MANDOOR o � PR. LIGHT -CENTERED ABOVE D U ... -' EX. DOORS T.B.R. AND REPLACE WITH A NEW 12'x14 DOOR A-- AND A NEW MANDOOR s EX. BOLLARDS PR. LIGHT- UNIT C (TO BE RELOCATED) ED ABOVE CENTER DOOR 3,497 SF , WAREHOUSE PR. LIGHT -CENTERED ABOVE D PR. BOLLARD - \ AND PRx1MANDDDR r- UNIT B 3,901 SF WAREHOUSE PR. LIGHT -CENTERED ABOVE D on EX. DOORS T.B.R. AND REPLACE (TO BE REcoC4rE0) �\ WITH A NEW 12 x14 DOOR I AND A NEW MANDOOR c UNIT A c6 4,901 SF I � 12.00' EX. BOLLARD I 9.. GAS' METER EX CO X. WM EX. WELL a -- -- h� M11�E�dY EX. CURB 113.5�1 UP) Q APR._ CG-6 PR.I I24" STOP BAR 969 SF 3; CPR.GRASS EX 3'CHERRY- PR, STOP SIC14 OFFICE (TD REMAIN) zi S SPACE `n IX SMH ' IX TOP=1112. 95 20O 3 I GRASS I I IX IN=706.53 (4� PR. EIGHT O I ' Ti' 4 PR. 4' CURB r IX G IX /N=70 .07 (8' 13.5 UP T. ¢ OPENING �-� PR. UPLIGHT- IX /N=69.77 (8) •0. cD EX STONE C INTERED EX. OUT= 7.75 (12) 703 SF OR. 32 - PR. SAN. MANHOLE ' ro SIGN EX. SIGN IX 258 _1 • Pvc 0 0.18X OFFICE 4 T. ®2.0% TOP-t714.20 �' is ( ) INV IN=708.16 (4" ;o SPACE INV I=708.16 4 (To ' CHERRY H ) Y PQ�� _ + INV 0 T=707.83 ( ) D PR. 4' CURB �F� o OPENING i ! e II . P HC SIGN I �G jl I O I PR. SIGHT 13.5 UP) L EX. SANITARY LATERAL' A BE EX. BUILDING I PR. PA EMENTABANDONED - CUT T�E PIPE FF 71500(+/-) 0 iPR. 32 -4 0 l 703 SF LAT. ® 2.0% I� EX. GRASS I WIDENI G AT THE MANHOLE AND I STALL OFFICE i 1� N A GLUED CAP ON THEE PE END I _ ^1 SPACE ! � I M ! t j IX 3' CHERRY 4 20. O' - 2 00' - - 0.00' (TO REMAIN) (TY .) ( P.) �TYP.) II V) PR. 4' CURB OOR R. SIGH < OPENING 9.. INTERIOR WALL (TO REMAIN) 13.5 UP) ` I EX LBOXES D � l� I � � ! (EX. XR�MAL N) (TO BE L� D) , n z w o-- Of II E- i I� I W J W I~ I � � 683 SF !� I I of OFFICE ILu Q�w 14 0 SPACE " I >o�w ZE PR. 32 -4 0 Q W Q LAT. 0 . o Wu(Da- 10 I 0 t,n (n :=Yv 'o 9.. GRASS00 OOR PR. HC SIGNS A i to ��Q z PR. SIGH = ko c� a_ I EX. WATER METER AN ERVICE ! I Of ``' LINE TO BE ABANDON SHUT 13.5 UP� 0 100 �� ctQ ao ' a_ z j o L1J OFF AT CORP STOP, CUT LINE ot� , - ''' I 1 AT CONNECTION TO COR STOP, 762 SF �t '� I I � REMOVE EX. WATER M�T R AND OFFICE PR. 4' CURB t I 1 I METER BOX ASSEMBLYi F R �; OPENING ' I THE F.C.S.A. INSPECTOR SPACE CO { '- " cr + I LAT. 0 . o I EX. dNTERIOR WALL (TO REMAIN) � I C '- " D PR. LIGHT (13.5' UP) Y,LAT. 9 2.0%Ico 3: EX. CURB - a o IX GRASS I Z 10 II Ld 957 SF of OFFICE N PR. PAVEMENT �I . I PR. 4' CURB t I WIDENING SPA I OPENING EX. SPRINKLER SYSIM C E w WILL E MA/NTA/NE PR. LIGHT IX SPRINKLER Ln EX. MACH. 20.5 2 I I r ROOM ROOM I I (13.5' UP) PR. SIGH! S PR. GRASS E.EH EX. E.D.C. 13.5 UP) 6 r.1a- 0 50' TIE INTO BOLLARDS (TO REMAIN) T I EX. CURB EX I PR. GRASS gyp; G� PR. GRASSO EMAI LGOM �7TRe REMA I-_ ___ _ - ----_- _ ___ _ ___ - RIAY EX SMH ' �' WAREHOUSE IO i0 p � ~ W Z W ZE ~ O U 2 U Z W z Q U � O1 rW^ v I o Q 'r•) N � O Zg as z� 0 Pg _3 O M p W 0 w J W UZ O_ H- QZ a. Q< W J LY >Q� OW OF-}}... Q M MOZ oaD W ZOV) O �?U W=Y ZW M OJ_ O�w N�W 3 zO w w a (n LL. cl�o Q a_ V J a o N w - O N rn M o V C (D 7 N I I 3 N N N W �0 't J Q) v .41 � a ® N i CD C a� U W L Q) �� E C v � N U L° p w z r_ 00 a a EX. BOLLAI+ � _ ACC 1 � EX BOLLARD � OR. CC-0 PA I EX. TOP= 359 I EXwV ' PR. 2" WATER METER EX. () CD -- W W W-- W EX. 8" WATERLINE �„ EX. IN=7 19 (> EX. AND SERVICE LINE V) I EX /N=70.00 8 Z � l EX SMH �' W �, EX 8' WATERUNE PR. CUT -IN SAN. MH EX. w wV i EX. TOP=71560 4 a cn W � W _ W - �� f � W EX OUT= 5.74 (8� J w EX /N=708.02 EX ASPHALI ROADWAY o w o TAP BY F.C.S.A. 6.00' o rn INV. IN=706.75 EX. WV + I � Z TAP, SERVICE LINE TO VAULT, J EX. our=707.M ! o� AND METER VAULT BY F.C.S1A. 0� "' INV. IN/OUT=706.65 0 a �- /� Q EX. JJ9'-8' PVC 0 0.50T �_ rn � _ O O Z .1- ,� X ,� PR. STOP SIGN LC . U w PR. F.H. ASSY. 'u' I PR. 24 " STOP BA ,. � ;�r..'�•--. � ....+..,i._ .,,,,,,s,..idlR,E�,.,., t _..,, _ T _..... ..�..._ __• .*--_- �... ._.,ter 7R8 �AxTH OF D EX. fH EX HA/NUNK NCE I j B F PR. 20' ESMT. NOTE: THE CONTRACTOR SHALL INSPECT ±25 FEET t 15 FEET °THE CONDITION OF THE EXISTING STORM r 3 TIE IN JOINT (SEE STANDARD EX. LANE t 10 FTui PIPES TO VERIFY THEY ARE ADEQUATE . � w � I m II U P a FOR THL EXISTING FLOWS. I CROSS OPE = 1 4":1' MIN. SLw Lic. 018260 Z j O EX. WELL CAP c�I ww M,�s �" II � � _ SI ONAL W a SURVEY: C.I.: 2 SM-12.5 P-L, PLC 2 Ft. 12" 3" BM-25.0 8" 21-B I DRAWN BY: JOB NO. COMPACTED SUBGRADE I� RED 0809009 LENOIR DRIVE PAVEMENT WIDENINGLENOIR�RIV�PAVEMENT WIDENING QUAIL SCALE: DATE: NOT TO SCALE 1"=20.0' 12/10/08 NOTE: 1. AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB AND GUTTER. �f I i � I SHEET: 2. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER. 3/8 3. RESTRIPE THE PAVEMENT AS DIRECTED BY VDOT. Architectural ASWnterwledUse above Lt'ites a Consort-waltaye auto ua'n- Forbuldingalldwa9-n'ountedapohcaUurts, l'""„"halast.Cnmpartfhlo(srnntk.usanelr- ho'dc Igh hetiue'Ity bal'asl. OuO dlseone-,1 All "' rdlures plugs easgy disconnw. refiKtor f•drr ballast and fixturr from supplr'.virer Hall.-nis are prrcrion Housinq - Rugged, dkws:, s ngle-piece AtPi- wa4.nd and 10016 factory tested. nun, housirry. Eke-ust dour frame has impact re sislant. tempered glass lens. Door frame is fully cAwkrt P w whin, tried ,war nase socke- for 11 ' 'P. styled with ..i r mrrd mil sA rrxlr gxkr'. S-andard AS'41, mogul bate rocket for ASMl2 with Copper An�s1 , textured nark bronze DUB!! uulyestel A ov. n"el•nAted screw 3he'1 and cente• rwn pwxler OthesArrhi»tu,AlcoiorsmaNAbk. tact Flio,escent is lose-p I positive lalc'liry I`"IfIlKHas:I1..UL_slyd, ,;, llptlrs -HI gh-pnrlormance, seg",O d (Rectors provide SU KII(Ir LINU icy and Lonlrul. Special naa9atiurl -Universal rrountinq plate wih in- ty anodaed alunel'M;m spot and grazer all also teylal mlriJntirly halts %Uf1lx,rts lhr RxtUre f m am eva,lahk•.R41,.wtor%a,vInwrrha-lgraFrlrand ease one person knsta9ator have I eld degree nlming ramhNlty tin to 17 Listings wltfgtY, tool,. Hollec'tols allow to, too -loss aCcle5s to 04Mrka csn'ponrnls. A9 oPl Ls nNvl ICS full UL Listed to US and Ganadiar safety standard, : i tul(Iff liner d in r'ls-tk;wn "'"milk)' (SA CI o,r v,' or Nr}M Ci rt 4m, ,rr tlrtirrnCi II t� Listed suitable for wet locations In vp or down 1 Heetrica - 150W and DeloW Util zes a high (ear- I'' tm'ce. 'rlgh-power laLtur banes'. 75W and rtlrnta'Inn. VfjS ra'ed J� +nte'A W u500.>59. Other parents p4end r g. U•dering Information Example: ASW1 175M 511112 120 SF LPI _ _-� - --- �caaasrs entroam Pmwlgn t"dt� [q I a .4T sN2 47aerrrrl ,,q^V LN kmAkr RSN1rG Yrr' J;+ra+lgrrra aslrl lrl „+ral'+y aaar 9 SAOcW1Z•74•Z1;f:111V(ruiW,aIK h5M81M[ Norrinlatrdbe) " am im 911 iyx4rGed :pa'Il 74I11 Q Ik4 tar I.ea. 2DEr• 24A. NR'.' 'O iD or f rit bet IBaNt SNS .•riii.mi 777 UW hr.xnaI#YAbbr:[Jd OkwnrkaKMl::�atlyl IA12111Mi Nzei:•Axgroid am Pairs 9t4J[ ;.so wrr■1 q. to 141 U Iri r[y:r;1a'"itaf'mr. IrmD'-: rcudvfA a�WM *, Z,M-Ca'qumd ' t slap ,.'.: . ar - r u. UMW frees, " ? Mttry "a"amr AM'fi7dr,•It04a'1 a7SaJ 4w DC 17 tmt}+rc}rrcun It udtlsSlalrry arwMars.rm`anly>` striedte.ture tab) mm 44K lrlrn fa' 2D112lievoln¢,cmixl2-M(Z,AMiawpeaxLod a.AN 7 ;JI D091 "n<srallolj 1klILDIIt "M 5•ga..AI)toA' lv,n DUat2 [rnspx,tot 12voaslowiwirmcxbed,•.a.ASl'; DSsI Sawwt �4 Tax ved..1>' d :, �T, ZDs2a12 [I 1111 lrytlrcux 12'me Ur u'w i,xrrd w Hood SIC. ASir a•r;:Jr' DIY11 MelvnlatnrNr tWs'.112 n el W Dtw7 •tseae s,6te 10 M. Tax. I'M rid re`11011 + DYNE 'A•Irr ifIM1 IaRM w Iwo Q w,efur.0, am 0irr7,p'rMat"m"Illl11DOW'^],_Mvn(,1I•31,111 ;' WIN Pat.. s► 19m Wp-.r• C1 LrlwrArwrosMA revistra W.QWtga/CCcDIf) am logo SRl h1• nidgxvattIwcmtlrlg:sad vy) Duval 1-it am? PWW PIE t'l1Mrolkvc-a.bu-siIVIrveIII IIN' DrI&W1!" MD-'e"gry 2h011 HS • 1e1 IN Tk M47 J70R0 «,Irrr T,IM Sy«IV:aP*.nn>N ra' Ket .n. ar ,. hi CSA LnI•dawimWca^iyet C.«h', 001`11 -. wd, OW [Irrk,M . .. ASNr JhOo' 'WMTTRX r ^''^" IIOM M105t CWHItrd D5101 rtl- ASN7 4aao' WI M._e UI I am rick rr] 1SHI 111 • 1 'bNryt,aw• .Mroafb'. In I'xx, rlxlrr UP '�en'1mi ^t 2roval PYrf�l J,�, . 1BdN lrehral teriMed Yrkbux AMONG `.,w 1 w,n guard iamm�ie Awa arlla�e__ Lrn) IW; gave ty, Am IMIRT, _ -BWIrA 1Y b �Ir yIAP ftA m'�tnlM�Ilr �j ASMI 411111111 r, FY-HP rlr n'nsban AM VldMll YU I•)' •7r- '1T "ex- Asl siost HIM 'NI hk�H►• `li medfun As:I 701RT ) warts sarral.Ae SLWA 2W [M'n Fc S • - MI.I I..r,a xlw4,;4a't y. IU 11 i rrsga kN Jlk Jt•atf Nt 'Lw•x w ra awn r r,deakralwWri rl r+wl',rw NrNar. I I.r1� r'�(J AirN r+rl,►',e'xaeall, Itsw. rvl ta, ll rYIkL 117{LL'Lrid 4fh'i A1G xr4aiJ r.r.enrr UrMIL h+ Hit Hill [I, woxitlr - In4i IS ]tq !r +g MI l [lei a' i+bra.• Vv•�r :°,krl a,yar •. OD ,X-KK II' w0l rr JSr ,1 'HIMa l 131 4 +'.I 1 •a Jw YM�►NFS .tni r.- rJaJYi#rk :awb lW 'IX wr [17 at•Iiw, II 14r1 41n j; i) 11 .7 ,'i ' '.rn,M+uM ret•NI '[/:7n '4JY,77!f.M1 Crw►I#r it]P, I', IyW'•+ VIf redltn ear ,,ir 'i' -. 11 Oar 441k :.:Iy; W7,01s 1IN, v 71 111) CWA A1?F n.1g1.1 ,r, .li ar.•y;l^Nnl'IMti]tF' N4Y 7r'i Nll?,Ne dsiarr. 40 ryyP IDA m vi.I II . nano aAN •xtrMr:nlcM r,:IWarK4r'ge,+u•^,.hr,nr°rn:,,a O�rlrnnl l: ,.Lw PJfm-ao°'trplrtu6N -- /'- arwromlr,ww' wrrvlr,rrxy ua'i7Y :'^' 17 A,0wt b al'. alr.NeA.ar rN•d, wow eh•+I+r+lrlYl. _ AOT cftlatM 1'Fr 14 .24C' • - Is I .Ili'. l)'Rf tlhrl,sti hFf 14 rItJIJ 3 J Mwr.ir,reenawklr w rwwk+^phar el 4L AT #xxtr1* I PF 14 ) 41n4 I�` 1 1. r'rax4rr r+rivGxSw'SAl rl•Le r,r r,. 1'A! eixtn tll.l Pl N )r1Ug itra 'lox aal.,ar.Ja upr:,ICJ Jrwr.l rwrl.am .r 73"TT_ Mmndt. cPF IJ T)i4111i L/FadMV/A 4AVA1rEAAD wwo ithao t mrn ke,NaC Re: ' 1'05 PS6� BUILDING MOUNTED LIGHT DETAIL (OR LQUAL PRODUCT) SITE LIGHTING FIXTURE SCHEDULE MANUFACTURER MODEL LAMP WATTS VOLTS MOUNT LITHONIA ASW1-175M-SR3 175W METAL HALIDE 1 175 1 120 WALL (EQUAL PRODUCTS MAY BE USED) 30" x 30" STD. _F___ It 00 STD. 2%2" SQUARE TUBE z 14 GAUGE STEEL POST o PROP. GRADE LLLJJJ LF o 30" NOTE: COLORS SHALL BE AS FOLLOWS: WHITE LETTERS AND BORDER ON RED BACKGROUND. "STOP" SIGN DETAIL NOT TO SCALE HEAVY LIGHT ---1 " OVERLAY 1 " OVERLAY - "2" SM-2A 2" SM-2A-� 3" BM-2 8" 21 -A 6" 21 -A- -COMPACTED COMPACTED4 1=1 I I -I II III=III= SUBGRADE SUBGRADE -III-III= I I, ;1 11 I- NOTE: HEAVY PAVEMENT SECTION IS TO BE APPLIED TO THE MAIN VEHICULAR TRAVEL AISLE. LIGHT PAVEMENT SECTION IS TO BE APPLIED TO THE PROPOSED PARKING STALLS. TYPICAL SITE PAVEMENT DETAILS NOT TO SCALE EXISTING OR PROPOSED CURB (TYP) AS SHOWN ON PLANS 5' -i (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 RESERVED RESERVED PARKING PARKING I t-1-1 W__1 VAN ACCESSIBLE PENALTY 5100-D00 IrE11ALTY f10o-600 TOW -AWAY ZONE iOW-AWAY ZONE AN C ACCESSIBLE SIGN SIGN NOTE: SIGNS TO BE MOUNTED TO BUILDING IN FRONT OF SPACE. HANDICAP SIGN DETAIL NOT TO SCALE 12" x 18" STD. 2%2" SQUARE TUBE HUGE STEEL POST PROP. GRADE O NO PARKING FIRE LANE "NO PARKING FIRE LANE" SIGN DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN m 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 VK 4 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 0.375" x 6"0 CONC.-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE I CG-6R COMBINATION 6" CURB AND GUTTER REVERSED NOT TO SCALE 2, SLOPE TO DRAIN r [� 6,r 2'-0n f CG- 6 6"2- °- CG-6 CURB CUT SECTION COMBINATION 6" CURB & GUTTER NOT TO SCALE NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 71 I I I INOTE: ALL REAR MANDOORS SHALL BE HANDICAP ACCESSIBLE I C5.00 W 714.90/ W W TOC ==CO: 'j^'...�.. •�..... - ,.....»,.. ..._. ,..w.-.., a .--m...-„ ..._ SF EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION (;E:::::::: ENTRANCE 3.05 SILT FENCE $F X X X -X 3.07 INLET PROTECTION O 3.20 ROCK CHECK DAM 3.30 TOPSOILING ro PR. NEW HEAVY DUTY PAVEMENT AREA PR. 12'04' DOOR AND PR. MANDOOR UNIT F 4,962 SF WAREHOUSE VIVI I L_ 3,594 SF WAREHOUSE EX. DOORS T.B.R. AND REPLACED WITH A NEW 12'x14 DOOR AND A NEW MANDOOR UNIT D 3,601 SF WAREHOUSE PR. 12'04' DOOR AND PR. MANDOOR EX. DOORS T.B.R. AND REPLACED WITH A NEW 12'x14 DOOR AND A NEW MANDOOR UNIT C 3,497 SF WAREHOUSE PR. 12'x14' DOOR AND PR. MANDOOR UNIT B 3,901 SF WAREHOUSE EX. DOORS T.B.R. AND REPLACED WITH A NEW 12 x14 DOOR AND A NEW MANDOOR UNIT A 4,901 SF WAREHOUSE W W- 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.38 i REE PROTECTION �0 N IICS II � III^ I� EX.INV.=710.59' x X -7-�� IP &SF 'I o &0,14.70 N 70.00' } - 714.7 C 714. �PA-0M N }- m I �Ld O Q U O o Q U o W W � o � O 0 T+ o I N N � } �jMl�`E�,9 WALK 9 x II 96SF OFFICE 7.T13.70 14..1 0 OC SPACE I II 714.00 % GRAD TO PR. 4 CURB I - - DRAIN TO I i O EX. NJ I r OPENING I T� 703 SF OFFICE 714.80 SF I SPACE f' PR. 4 CURB WALK o \ OPENING w ! I ; 714.00 �A>_ � C 1GRADE T DRAIN TO �I EX. DITCH 703 SF �A 1714.8 OFFICE N 713.90 II SPACE 17 IV WALK I w I PR. 4' CURB OPENING713.90 I� GRADE TO CD lw 'DRAIN TO W U� EX. DITCH II �- UW Imo, 683 SF 1714. I 0 OFFICE 0 UjOf SF II 0 SPACELU w¢n� ,WALK I a-�z� 713.90 (I � Q' ¢ X _ bo Z I + W A - OFFICE 762 SF 714.8 OPENING c CURB � I I► SPACE 0 t I 713.70 ,GRADE TO II WALK DRAIN TO l EX. DITCH i II O I I r Z IW 957 SF OFFICE SF ' SPACE L14 ENING CURB .. �vlv;v 71 2,�' - GRADE TO =71.28 WALK 714.8 C 713.50 DRAIN TO IP I EX. DITCH 1� I .� lgqIr R 0050 f14. . A TOC TOC 70 `A' 714.50 1,' IA' W YY YY Y! II c0 /Illlll` o --f-=4 O I _,�...._,.-....... n.. ..... ........._,...-.._..._. _ ....._ ..m,..,..,_.,.... .-,...-,.,._,...sae ""'...."�.,�"� i tr1,••- .fir.--.-._•.._.. .� �-...-::,,,.,. ,..,. ... T- la.- _. NOTE: THE CONTRACTOR SHALL INSPECT E IN11,04'.14' SF THE CONDITION OF THE EXISTING STORM EX.INV.=711.04' PIPES TO VERIFY THEY ARE ADEQUATE FOR THE EXISTING FLOWS. I II t l I s I II I II e -TP TP I C D I I� 20 0 20 60 EX.INV.=710.82' I I EX. J9.51 '-36" CMP 0 0.278X I P Scale 1 " = 20 ft z a W �Wg cn a � J ' Z O �Q� ZZZ O OV N 00 W Cn W AZ XZ 0 O 0- C,) �j �*J� Q 0 W � w ZW �_V) <W =)Z o a D W O ZOV) WZU J 0 JY ZW oaf W N � I W 3 Za F- 0w w Q En� O Q Ckf CL J aN o Q)oIn U) t>_ N N C11 1 a)N v v � coo a; W 0 00 0 J L_��a W'vv® U+; c W _0 s V c Ill V t7 Z� 00 ' R a OV) z JLI L _jW Z ZZ mull C) O W � WPLTH Op yr . PAMTER a o. 01 so 'OiIiIi`rsl ONAL ' SURVEY: C.I.: P-L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 4/8 LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees:32,026 sq. ft./2,000= 16.0=> 16 trees Existing Trees: 3 trees Provided Trees:13 trees Required Headlight Screen: 3' high screen along right—of—ways and adjacent properties Interior Areas: (1) Tree Per 110 Parking Spaces (5% of interior portion of parking lot) Required Trees:45 spaces/10= 4.5=> 5 trees Provided Trees:5 trees > 5% Zoning District Buffers/Screening: None Required. (All surrounding properties are zoned M 1) PLANT LIST KEY I OTY. I BOTANICAL NAME COMMON NAME SIZE SPACING PARKING LOT LANDSCAPE PLANTINGS CC 7 Cercis canadensis Eastern Rebbud 2" cal. See Plans PR 11 Prunus (variety to match existing cherry trees) Flowering Cherry 2" cal. See Plans IC 18 Ilex cornuta Chinese Holly 36"ht./3gal. 5' o.c. TC 16 Taxus cuspidata Japanese Yew 36"ht./3gal. 5' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING LANDSCAPE INSTALLATION: 1. 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. 2. 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. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag 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. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5 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. 6. 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 same bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. 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". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department. 12. 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. 13. 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. 14. All existing plant materials shall remain unless otherwise noted on these plans. 15. All plantings must conform to sec. 165-36B of the Frederick County Zoning Ordinance. NOTE: PLANT SPACING VARIES -(SEE PLANS)- ,' PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. a�� ALL SHRUB BEDS TO BE COMPLETELY-=� EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLE W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF ALL --- BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT ' BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (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 4" MULCH 3" SAUCER AROUND TREE ----- 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. TREE PLANTING SECTION SOIL MIX SOIL MIX 01. 20 0 20 60 Scale 1 " = 20 ft (1)CC (2)PR (8)TC_ (8)PR—� 0- EX_-�CNER r• I EX.' CHEF I� I w U I � z _co 0) n� I I� II I II I II I II I II I II I II I I I� II Q� ct CO z w O � U � U Z 0 V) Q ��i l U LU � � W ►P0 N N - O Z �_l lii J F- F- W UZ %%"Z 0 o ate_ Z 0 }}w W 0f:DZ ZW 0Zo LLJ W = '� V ZX NW to 3 o W p Vi U_ O Q d V J CII: O 0 O O n U C6Lo N Lo Vi I N � N (0N a) 0 (3, O O v L -4- d- a U C U W-0-C 0 r 0-.6_ E o a) Q O � a) ~ a 'v � Z" w 00 Q a V) Z J LLJ W ill D Z 6 O LZ b ' Ir OO1 TIMM� 10J PALM Lic`No. '018260 r317,4101 A, �i431ONAL SURVEY: C.I.: P-L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 5/8 EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT ROCK CHECK DAM WOOD POST 2 ACRES OR LESS OF D��INAGE AREA: ' -` 3' FILTER CLOTH ------ // (OPTIONAL) -- 10 FT MAX. SPACING WITH (DOWNSTREAM `JIEW IRE SUPPORT FENCE _ 11 VDOT #1 COARSE AGGi�LGATE PONDING HT. PONDING HT. < Z 3' FLOW STEEL OR WIRE & FILTER FABRIC WOAD POST ATTACH SECURELY 36' HIGH MAX � TO UPSTREAM lr"� SIDE OF POST. RUNOFF RUNOFF -- 9" MAX. - (RECOMMENDED) 2-10 ACRES OF DRAII,GE AREA: STORAGE HT. .. - - .... d- . /1� F6- .. i �11, 12" MIN. 12" MIN. � 3> 4 xIS" TRENCH VWITH COMPACTED GRAVEL FILTER CLOTH � BACKFILL (OPTIONAL ,I / (DOWNSTREAM VIEW) _STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL VDOT # 1 COARSE AGGREGATE NOTE: 4. SET POSTS AND EXCAVATE A 4%4" 1'. 3, 1 INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE FLOW STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY 7 BACKFILL AND COMPACT THE EXCAVATED CLASS I RIPRAP STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. SPACING BETWEEN CHECK DAMS CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT _-_ , �' '' NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 A - B VON $. 11 L= THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% OR GREATER SUPPLY WATER TO WASH x 2 _ WHEELS IF NECESSARY. 6ISTING PAVED ROADWAY r __ - ---- - - -- t -- -- a 3 FILTER FABRIC + I< SECTION A - A r�( O ry% 0 .: i i 1 11 D_ 7RASHRACK A 2"-3" COURSE AGGREGATE 20' MIN. O MIN. 6" THICK 3 O NorEs� I t I Z DIVERSION RIDGE � V w Ir 70' MIN, PLAN 1 THE ENTRANCE SWILL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKINGOR 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 SWILL BE CLEANED TEMPORARY ANCE O PUBLIC RIGHT-OF-WAY. 3R WHEN WASFIOR TO NNNG IS REQUIRED, T SHALL BE DONE GRAVEL AN AREA STABILIZED THAT D SEDIMENTHEDOTRAP CONSTRUCTION DRAINS IN OAN APPROVEWITH OR SEDIMENT BASIN. 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE EXIT SILT FENCE CULVERT INLET PROTECTION ENDWALL - - - - TO E OF FI LL I --i - CULVERT --I---0 -L 0 ---F- I - - * TOE OF FILL SILT FENCE * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION** 1.0' 1.5' rl FLOW 2.5' ** VDOT #3, /357 OR5 COARSE AGGREGATE CLASS 1 RIPRAP TO REPLACE SILT FENCE IN ' HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED I tlra.'. II. 1, ---I11 -1 J 1 1, ; � ,,. 1 j f , ., Y. -1 , 1'P1 L.t -- f---; �' ' , 1111 I I 1 I ' 0 -- � 4 I _I ' I � . Id i 4 1 I r � i N - i I Y �1 c. I, ` y _ I It y- II k } �I' 1r i � : !y, ,II f. II;,`11 !1 6!, � It. it I ,' II F �� Iti ,.Ij j.. I' III ,o f I li polo �II III- t[ ,W � '1 y I I T I 10 I ti ... \ � 4 S010 _i_Ak.. !tN! III _ h dL � � •.� a'� ,.. „I A'P- 1... I'J L[ C'�PRFi_T MFTi 110DS Or TRLL F L''1 _:�rdC hI I' . �, � � �111 � 'I � - - I .� - ,. , ....1..1 �• r� - 11 II 5 I - .. �� _I' , �1`, - _, �,,:� -I . ` �" `,Y, T} so �ORrtE T Tf L'II\JL; ,; NA 0;, iN Aw NAIN TRIANGULAR F3t_)nRn rENc I Slulcc. Va.1?SW\" .---- - Platc ?..+18 4VAC50-30-40. Minimum Standards 1--19: An erosion and sediment control program adopted by a district or locality must be consistent with the following criteria, techniques and methods. 1. Permanent or temporory soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity arld shall be made functional before upslope land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, maintain the structural y p g y at a a integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bore earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes ore made operational, adequate outlet protection and any required temporary ryor permanent channel lining shall be installed in both the conveyance channel and receivin g channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for bockfillin trenches shall be properly y p p y compacted in order to minimize erosion and promote stabilization. e. Restobilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or (2) Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances; 3 Develop a site design that will not cause the pre -development ment peak runoff rate from a two-year storm to () P 9 P P P Y increase when runoff outfolls into a natural channel or will not cause the pre -development peak runoff rate from a ten-year storm to increase when runoff outfolls into a man-made channel; or (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the plan -approving authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the subject project. f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the locality of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on -site channels must be verified to be adequate. i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be cons idered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. Z __,� COMPACTED SOIL Alialkilk 00 "", \ ..F- - FLOW -II I -� I I I I I I I 1 1 1LI-..1 _11 11-1-1 I I 1 1-4 II- � 1 I 1 1 1 I I-1 I I I I1 1 1 I I II I I 4.5' MIN. TEMPORARY DIVERSION DIKE GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. It shall be the responsibility f hcontractor to notify "Miss Utility" at 1-800-552-7001 at least two 2 working 3 a the y y () g days prior to commencement of any land disturbing activity. 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and/or the County of Frederick, Virginia. 5. All proposed utilities shall be installed underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does not relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen work. 7. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of Pointer -Lewis, P.L.C. and established at a two (2') foot contour interval. 9. No Geo-technical report has been furnished for this project. 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adelphia Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-3443 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 EXCAVATION AND GRADING 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. The project engineer, owner, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious materials, demolished debris, and all vegetation that is to be cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off -site. 3. All topsoil shall be excavated to its full depth and stockpiled on -site in the area indicated on the plans or as directed by the owner's representative for future finish grading. 4. A11 borrow fill material, if needed, shall be obtained by the contractor and shall be approved by a certified Geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of ASTM D-698 maximum dry density, or as directed by the Geo-technical engineer. Fill material may be obtained from the site or as directed by the owner. All compaction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.S.A. Department. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. If applicable, blasting operations shall be performed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. MISCELLANEOUS: 1. Fire lanes shall be delineated, as directed by the County of Frederick, Virginia fire marshal. 2. All buildings and additions shall comply with the Virginia Uniform Statewide Building code (V.U.S.B.C.) and section 304, use group (B) business of the International Building Code, 2000 edition. 3. The maximum I e sop across the handicapped parker y areas shall not exceed a 2% grade. All required egress from the buildings shall comply with C.A.B.O. A117.1-92. 4. This site and buildings related thereto shall be subit.,ct to all fire -ratings and fire separations in accordance with section 707 of the International Building Code, 2000 edition. 5. Chapter 17 of the International Building Code, 2000 edition requires that the structural plans and any special inspection (soil testing, concrete, steel, etc.) shall be performed and prepared by a professional engineer licensed in the Commonwealth of Virginia. All related documentation shall be submitted to the building department for permit and approval. 6. A permit shall be required for any business signs and/or pole lights in the parking area of this site. PAVING AND CONCRETE NOTES: 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. If applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. 4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans. STORM SEWER NOTES: 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. If 18" of separation cannot be maintained, then concrete encasements and cradles shall be installed as indicated on the plans or as directed by the FCSA. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping shall be as designated on the construction documents to the slopes as indicated on the plans. 3. All proposed storm sewer structures shall meet V.ti.U.l. specifications. Cast -in -place flow lines (6-1 Typ.) shall be installed in all structures to facilitate flow through the system. EROSION ,& SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION s ENTRANCE 3.05 SILT FENCE & X-X-X-X 3.07 INLET PROTECTION @ O 3.20 ROCK CHECK DAM ((;�) v 3.30 TOPSOILING To 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING Ps 3.35 MULCHING 3.38 TREE PROTECTION TP TP PAP PROJECT DESCRIPTION The property delineated on this plan is located on the northwest side of Lenoir Drive about 1000 feet south of McGhee Road in the Stonewall Industrial Park in Frederick County, Virginia. The property has three existing warehouse buildings located on it. The property owner proposes to renovate one of the existing buildings into six individual units which will hold office and warehouse space. Therefore, the project site area will only involve one building and the surrounding areas of approximately 1.63 acres as shown on the overall site plan. Existing Site Conditions The site has existing warehouse buildings located on it and some existing paved parking areas. The majority of the subject site area slopes toward the right-of-way (southeastern boundary) to an existing ditch and culvert system. Soils In The USGS Soils map shows the predominant soil type on the site is Carbo silt loam (5B). The soil is moderately O deep, gently sloping, and well drained located on uplands and the slopes are smooth. 115� fin1 Ili:� # "04, . ,F ,- a< p. , aµ... iy F )� 'x�' s1. - iWF '. 1 r' it 11 3� t. air: YE o> , � ,. :: 1 4. ..y' 4, 1� � _ ��v k4ml .. yy�� f FREDERICK COUNTY SOILS MAP Adjacent Areas The site is bordered on all sides by existing warehouse buildings and existing paved areas for access and loading. The southeastern property line is the Lenoir Drive right-of-way. Critical Areas There are no critical areas on this site. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import/export materials as required to achieve final grades and specifications. Maintenance All Erosion and Sediment control devices shall be inspected at least once every 2 weeks and immediately following every precipitation event of 1 inch or greater. Any damages are required to be repaired immediately. Erosion and Sediment Control Measures 3.02 Initially, a 20'w by 70'I temporary stone construction entrance will be constructed at the location of the proposed site entrance. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under an circumstances. d ays o pe y 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding I has been established. Use only wire reinforced sift fence, that is, "super sift fence". Silt fences shall be inspected 1 after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immedlnt0y. II Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed F after each storm event. They must be removed when deposits reach approximately one-half the height of the I barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 1 3.07 Gravel curb inlet sediment filters will be installed at each curb inlet immediately after installation. The filters , shall be inspected after each rain and repairs made as needed. Sediment shall be removed from around the j filters when the sediment has accumulated to a depth of 5 inches. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Filters shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.20 Small temporary stone dams to be constructed across a Swale or drainage ditch to reduce the velocity of the concentrated flows thereby reducing the erosion in the drainage ditch. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil it uniformly r for the Ins. Topsoil shall will be un army spread and oiled to a minimum depth of 6 or as called o on plans. p not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Sid & Spec 3.31 will be applied 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 mulched. All dams, dikes, and diversions shall be stabilized immediately I after construction. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is Spring 2009 through Fall 2009. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. 3.38 All existing trees that are to remain during and after construction shall be protected. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to 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 soil stockpiles on site as well as soil intentionally transported from the project site. The vegetative stabilization shall be uniform and mature enough to survive and adequate to inhibit erosion. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegross 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Install silt fence along perimeter of work areas. 3. Install inlet protection and check dams. 4. Clear and grub and demolition of the work area. 5. Perform rough grading of the construction area and finish grade all outslopes where interference with unfinished construction is not anticipated. 6. Perform final grading of site, install curb, gutter and pavement sections. 7. Clean or remove any sediment on public or private roadways. 8. Topsoil and seed all grass areas. 9. Remove temporary controls after work areas have been stabilized. Controls must be removed within 30 days once no longer needed. W Cr 1 , 1 . O or (11 - W O U :Z O 0 '<c U dL C) til 'o (11 o) O n ti N 'I-, C) .- O Z J Q Z L M 0 0 W 00 i W 0 Z Z aJ V) 0 X f- w WZ 0 F- F- W � Yg U Z %Z po a(.D !Q > o a ob ZW ZZD 0jW-U J !3 0 X ZW O0-M N gj N3 OW U W A }/y � 0:� Q ■ 0 • .J a: o N E n r +t ( N Q1 ,', O r- U N to I InT 1 3.- 11111111111111111111111 a; �_ N N 0 LU 0ce 0 •Q, o 1 e,c o 111111111111111111111 a) � a v L_ ' L U+)� C CD V w n vN r OO L N c� 3 0 a� I - 0 '0 L E Z w 1111111111111111111111111 - 00 4 a 0 V) Z J w w I� V I 0 12 OW b {��ti�rx �� `r� . it . �.... U M WIM 1110. Uc.018260 1. CS t.T10,1 .` 4s10NAL G SURVEY: C.I .: P-L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 E4HEET: 6/8 FREDERICK COUNTY SANITATION AUTHORITY Construction Notes I The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com. _'.. The water and sanitary sewer portion of these plans are valid for three years from date of FCSA approval. The contractor shall adhere to the standards and specifications in effect at the time of construction. t. the contractor shall coordinate with and arrange for inspection by the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: a. The Authority shall furnish all labor and material. b. The contractor must: I ) make application and pay deposit 2) mark the tap location 3) coordinate installation with the engineering assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. R. The Authority's maintenance division shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shal I be set to final grade. c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. b. An Application for Service must be made and fees paid before work will begin. S „ „ "Al'" v / c. The Authority shall furnish an install all x x n " y d t and I water services. d. For all 1 ',/z' and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. 10 Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. 1 1. All lire lines must have a backtlow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned (ire line shall also have a fire service meter. This assembly shall be installed immediatel) before the backflow prevention unit. Radio read remotes are required. I FCSA to review the mechanical plan(s) for design and material approval of: a. the domestic water meter and its backflow prevention dcr 0�c. and/or b. the fire service line's backflow prevention device. I DEQ must also approve sewer pump stations. FCSA requires a copy ol' DEQ's Certificate to Operate and a copy of the station's DEQ approved O&M manual. These documents must be receivcd before substantial completion is issued and water meters released. nnnu.�l F.nrLfill 8" location marker I" 24" select backfill s° 1/2 O.D. 6" CONCRETE CRADLE location Ford stainless steel full circle repair clamp, style FS or FCSA approved - equal existing line 3-5 ft. P, 24" select backldl All backfill to be compacted to 95% 6 of ASTM D698 maximum density. 6" STANDARD , ��0 24" select backfill 6" 6" CONCRETE ENCASEMENT TRENCH & BEDDING -1- FEB 09 new manhole base section 3-5 ft. Ford stainless steel full circle repair clamp, style FS or FCSA approved equal existing line 45' CertainTeed Rexus 24" manhole cover no. CDRU60EH 2" custom setter (meter by FCSA) varies at property line (see note 3) 2' max. concrete pad 18" dia. x 6" deep 6" stone A,. •� roadway box -t- 2" CIS polyethylene 2�"' 29° } { tubing (PET) 200 psi 12" 48' min. w/ SS inserts at all r connections %d' concrete wedge anchor bolt - 4 ea. 2" adjustment ring with butyl joint sealant on top and bottom standard flat top for 4' diameter manhole finished grade of pavement or earth meter interface unit + bracket furnished by 1 FCSA and installed by l contractor .'Q 3' riser section for 4' diameter manhole with cutouts •° 3' mien.-- -i 2" min. VIA �solid.suPPort blocks 6" stone under custom setter saddle with 12 gauge solid insulated copper wire for line tracing, PJ X FIP coupling a corporation stop taped at 10 toot intervals i plastic plug water main (see note 4) ball valve curb stop with Pi (CTS) both ends with 2" gate valve operating nut 1 6„� NOTES: 1. Water service crossing street shall be encased in SCH 40 PVC or SDR 21 pipe. The piping shall run from one fool beyond sidewalk, across street, to one foot beyond sidewalk. 00 191, 2. Install 12 gauge solid insulated copper wire (for line tracing) from Corp. stop to into the meter box [ wrap wire around corp. stop, wire to be taped to top of PET at 10 foot intervals; come up Into meter box: wrap around bottom of angle ball valve, terminate with 12" tail piece]. CUTOUT DETAIL (typical) THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 1 %2" AND 2" METER INSTALLATION FEES 09 -9- In addition to restraining each joint of the fitting. any joint that falls within the specified length of each branch of the fitting shall be restrained. L - restrained length of pipe (PVC or DIP) D = pipe diameter D 6" 8" 12" 16" 18" 20" 24" L(ft) 60 60 100 120 120 140 160 TEE, CROSS, WYE L D L = restrained length of pipe (PVC or DIP) D = pipe diameter 45", 22 1 /2', 11 114" D 6" 8" 12" 16" 18" 20" 24" L (ft) 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- FEB 09 R spigot by gasketed bell 45' bend 2' S I S minimum gasketed pipe and fittings 8" x 4" gasketed bell wye solvent weld cap property line finished grade (. 5 location marker 36" min. cover stone treated 2N 4" with - top 6" painted green —4" pipe at 2.00 % minimum grade _..,...__ .. .................... All pipe and fittings shall be SDR 35/26 . GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22- FEB 09 18" top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24" finished grade 1'-6" 24" min. min. above grade in undeveloped areas) clear opening square skid pad 6" thick around manhole frame in 3/4" x 2" butyl developed areas ° joint sealant 6" stone 35" max. 71111 24" min. In undeveloped areas adjustment rings ° (11" max.) N. 3/4" concrete anchor • ° finished bolts (4 each) grade concrete ASTMC-150 4000 psi exterior of all sections to 12" or 16' (typ.) have waterproof coating ; steel reinforced nominal size butyl 4 joint polypropylene steps 1 oint sealant to be r applied on lower ledge of joint joint gasket shall be either o-ring or profile variable 4'-0" 5" — pipe to manhole connection to be Y by flexible sleeve invert channel to provide a 3'-0" min. smooth transition in to out, 4'-0" max. for all connections . 2'-0" max. precast invert or µ..Cy ` - ' . �"' •. "- • ' -i%.•: .. .;,.�. • to of bench to be P grout bottom to same elevation as top form channel '; � "�' ` , 6" of pipe . . . 4A. .4 r �. 6" stone :: L. NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. It adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top shall be used if height from invert out to rim is tour feet or less. Frame to be 4" in height. 6. There shall be a 0.20 foot drop in elevation through the manhole. STANDARD MANHOLE -15- FEB 09 D1 I L I D2 _3 Both joints of the fitting shall be restrained. In addition, all joints within the specified length on the large side of the reducer shall be restrained. L (ft) REDUCER L In addition to restraining the connection, any joint that falls within the specified length shall be restrained. D 6" 8" 12" 16" 18" 20" 24" L(ft) 60 60 100 120 120 140 160 VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- FEB 09 down bend depth 4 ft. min. Ld Each aid( bend sha addition, the speci of the fitti finished grade L = restrained length of pipe (PVC or DIP) D = pipe diameter Ld = down bend restrained length of pipe (PVC or DIP) Lu = up bend restrained lengthof pipe (PVC or DIP) D = pipe diameter up bend depth Lu D 6" 8" & 12" 16". 18" & 20'' 24" 45" Ld (tt) 20 40 60 80 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24" 22 1/2" Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 D 6" 81• & 12" 16", 18" & 20" 24" 11 1/4' Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 09 filter cloth stone sv..... lock rrrrrr. ........................: 6" dia. schedule 40 steel pipe filled with concrete 3' and painted yellow finished 7' grade 2' 18' dia. <: concrete ;::j ..� encasement . BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If installation is in an area having a high groundwater table. the Authority's engineer shall be contacted for hydrant relocation. stone to be minimum of 6" above top of base stone joint restraints 6 stone screw type adjustable valve box locator marker WATERLINE PROFILE SCALES: (H) 1 " =50.0' (V) 1" = 5. 0' I 735 735 730 730 725 I I I725 720 1720 715 E ISTING GRADE 1715 2 EX. TELE. 4' MIN. NDUITS COVER EX. 4"0 GASLINE 710 1710 1 MIN. CLEAR PR. 45-/ VERT. BEND PR.t.7' CL 52 DIP � 705 705 c� z Vi v) Q v) v CD rr F z V m Z ram/) U, Of >- ::E w Q = w Lr CL X w d II 0 0 II 0 0co II CD II o + + + 10+00 1-1 PROP. GRADE 2x4 TOP RA 1x6 BOARD, FRONT & B/ TOE NAIL E/ W/2-8d(EA. 2x4 MID RA 8'-4x4 POS 2x4 BOT. R) ATTACH RAIL W/3-1 Od(E/ 12" DIA. PO NOTES: FILL W/CON ALL LUMBER TO BE PRESSURE ALL HARDWARE TO BE HOT—DII FINISHED SIDE TO FACE ADJAC PROPOSED OPAQUE FENCE DETAIL NOT TO SCALE 9.5ft THROUGH LANE -USE ARROW NOT TO SCALE TURN LANE -USE ARROW NOT TO SCALE SQ>} AM 3TM SM POSTS - swe .un sted is shtf bs IdhriC.p�(t ft!�om hlotNrolcd• carbon shlaet steelt Strut oral i:teel'quafity, Coafbrrnin 1o,. tha,_ regicrients-of-AIOi1, Grade 50 ttcot-the- YW'-atrarigth after cold-forrrflnq shall be .00,00.0 . rnirlirltlin. Thin xfmlrtoEye tIhAN-:pe 14' gage for the ?'inch '6! 2 inch poets and• 10 gauge for ties. 2'/ ilr,clt by 2'/Ortch pail i Postg tine&.oW-uut3ideysl d4a galvanrzad n oct�a&II tnth-the requ mllimtts at ASTM A85.%foah q I, adareo' saDpto:6-QPts.sise via�gtouitm ta pfavifes .a StWe Inaaafbrand' abvesraQldce+tent � paet'.,itlC4 ttte anchor sysfem cft&-viliNGWar It71PWL'Posts Shdl conform to tlte� brackatray re�uirernl of AA,SHTO's Standaxd. Speed cct�iatas for. SJYuctural its for }ilgh�lay S+t�tr, t.urttieeeest utd Troffiic �lals (1994 ENm inck*q revisions). 1 -The Eonfroctor•afidtprmndd a. copy of a rMA's occeptanon letter fndido'b" com horse inth brebka"-re�ements at the time..,of cotdog:sufxt ion of taco {costs, Posle shaltrlova E•1- I/&jltl t . or knockouts spaced t irx:t on cerrtsrs•nn eI Your sides P696 sftol. be: irfattt d in 'aaaordorlce. W�h the mrnufaccttWei 3 roCt>RrrtendatkiI ' Pbymmt •iell be MG& wider' Sigit'.%St Steel (SiZe). Lnt arFeeL - SANITARY SEWER PROFILE S1-52 SCALES: (H) 1 " =50.0' M 1' = 5.0' I 735 735 730 so, I 730 725 I I725 720 I � I I I720 EXISTING GRADE 715 715 EX. 8"0 WATERLINE CRO SING _ PR. 216.3'-8" S 35/26 710 0 0.50% SLOPE 1710 705 I 705 z L�i 00 x < iJ � _< I J � LLJ J O :Z �, Of w —u 00 _J" w Q -Ja w Q ^ _]v w Q _7� I w I �� I Q Of --_- ao ~ Q ,Lq3,n � rn QN Q•� v W o) Q� � Qco 0)rn Qrn w co coo °moo. `.-r� t\ O '- Z -HCDF- ZO z0 ZO ZO ZO >_N0000O fY�00� 11 CD V) N� N� tQ tQ^ �� F--w vOzz II\ ,9 II �z �z II II �z �z II I I �Z II Z+I II II � IIzzO wwzz Cz 0- > �z �> �z �> I wz (1-F— I o»> II CD It N II O II LO II eq eq II O I II o CD O d CV r- CV 00 CV C11 00 CO + + + + + + + 10+00 11 +00 12+00 m ~ O U (Q Z Zi O U U Z Z O LL � 0- U W 0 W ►\7 N O N •— O Z � J Z Q Q V) W 0 Li. O O ~ Q w J V I W <Z �Z O- a� (n I- W x (n� > QO ZZW �(n Q� _5Z O�� 0 ZO,^O ZZ� JO JY ZW 0 I N W (n 3 O W U o Q ■ ■ ttJ ■ O N E ttn � N Or)O n COO N In In 1 .N rttttlttrt� N tl) v v N (D C° N cD N av uj v O rn O O v J �' L0 LC)® I L_ L: U c Tcc tv U � W_0 16- r L aN- E o a) C) E Z r- 00 a a 0 V) Z J W DZ Z Z0 OZ 4��t,TH OP , •fro r • U PAMTER 9 L N . 18260 IONAL SURVEY: C.I.: P—L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 7/8 May 2005 Page 6H -1 P">av '005 Page bH-76 O �- Q� 00 Virginia Deportment of Transportation Staunton District Rev. May 1, 2004 VDOi General Notes V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety do Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accn•danrce with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 105.14(c) of the 2007 VDOT Road and Bridge Specifications. 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 / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, on employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. 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 shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Arty unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction sholl 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 areas shall be inspected and approved by a VDOT representative 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 identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrode material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch 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, density tests shall be performed by a qualified independent agency in accordance with VDOT Rood and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized 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 base and subbase materials shall be placed on subgrode by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Rood and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 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. Asphoft concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT doily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and opproved by VDOT. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. V24. VDOT Standard CG-12 Curb Romps shall be installed where indicated on these plans and/or as specified by VDOT. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT`s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Typical Traffic Coi►trol Suction uuy Ope►rrtion o n .~ h ou hier (Figure TTC-4.0) NOTES Ord dance. 1. A ROAD JFORKAHEAD sign or ,SHO'ILDER. J70PI' AHM4,D sign showdd be placed our the 1e# side of'the r`oadwat• afar• a divided or outs -war street onh` if the I -eft shouieor is a eeted 2. Ogn spacing should be 1 '00 -1 i00 air limited access hrgiiivars, and on all other roadivaTs 500 -800 wheiv the posted speed limit is greater than 45 mph. and 5t L SST where the pasted speed limit is 45 mph or• greater. Standard: 3. Charm dizing device spacing shall beat the following: Pofed Speed (mph) Location 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80, 4. The buffer space length shall be as shown in Table 6I1-4 fur the posted speed limit'. 5. Cane Taper Length (L): Sp eed Taper Length Limit Lane Width in Feet MP H 10 11 12 25 105 115 125 30 1% 165 180 35 205 225 2.45 40 270 295 320 45 450 495 640 (Shoulder Taper = 1.3L Minimum) 40 500 550 600 A5 _11; 50 605 660 60 600 660 770 65 650 715 780 6. A shadow vehicle with either an arrow board operating i i. the caution mode, or at least an high - intensity amber rotating, oscillating, or strobe light shall be parked 50'-100' in advance of the first work crew. Option. 7. For short -duration operations of 60 minutes or less, all signs .nd chaimelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating, oscillatr„E, or strobe lights is used. 3 Vehicle hazard warning signals may be used to suppleninit. ],! ji-intensity rotating, flashing, osallating, or strobe lights Standard: 9. When a side road intersects the highway within the tempvi.uy traffic control zmte, additional traffic control devices shall be placed asneeded. May .'005 Page 6H-13 SEE NOTE 1 �Y L 0 �i20-2Q 4 8"x24" VLLU► f"RTE0 FLASHING AMBER [CAUTION MODE) TYPE B OR C CONES -.SEE NOTE 3 TYPICAL TRAFFIC CONTROL SiSnirrg ForP"jecr Lisriry (Figure TTC-36.0) NOTES Cupp art P - Pn P P - 1 'I1us layout d_pt1ts sigiung iequti�-�ti.:uts for designating the b,giiuung aria ..nrlti�c; 1-ttirttit ot constauctaon piolect> The pwpose of the sigii:' is to mforin motorists when they are etite7uH aAnd exiting a potential .-.nnstnt,-tinn arr-a Th}5 lavrntt. al sn ,;tji111Ps t.n mnn lt}-lio? hrghways tnrinriing hnutPri Pss h}glnx av<: ,Standard: 2. The •'ROAD UNDER C•ONSTRUt- rION" %gri shall be placed 2000' + froin ttpi rota [unit• or -W' +prior to any other construction Naming sigh. Option 3 On protects wlieie fliers is a oue tw.'. set up of constnt.-tion signs and the lengdi 1 a -tual work zone is widiatiePd dtuine the motecL the "()AD UNDFF. COITSTRUCT1011" simi iiiar directed by th,! District I iaffic 11-rigiri en Standard: 4. On i oa dwag s having a median wt.ier than 3' , let''t and right sign assemblies d i.ili be required. C�,ir times { riii COlAJPe LiiJlli }, -fhii %I ifie' U'v�FC � . �iJONilr 17p iiYBJJti �iPiY Ir1/�i pJ'O�PC'r tPi'?77�ii ;, - Option 6 Tlie simunE sliowil 160 x '4" 1 1' + I Primary and Lunit,-d Access lughwav sv.t, For ondary road systems- 4o" x 24" may be used tdav '00`. P',ig OH J W 0 ti W Zi O U � Z U O Ln W a. Q U Limit Ld CL C) W W rn � W N C) N O� Z G20-z NiSiF irtiit9 ri ht 60° x 24° II i lit W N W J n Z a i as w J fI i u 1 U C•' � r-r��, v -- r M O C / 1 Z ^< Z io,� - Q 0 Q W V V/ =)Z 0D Z W 0 Zoo Ei ,A � N w J A J® Y 0 . Z rillW O � N W cxi xz4 3 OWi ?e# SPECIAL U ' ^ SEE NOTE I, W {� a- Sigrwrg ForPmjec•t Lenin• (Figtu�e TTC-36.0) ■ ■ J aN O ■� r :3 N Q) n u7 L O U ri N N I N N N v to (D N W 0 v+ o c 41 v J �'vv® d- a m c °� U v W70 av i = ay' E o - ar c ~mow Z '' 00 R a I�,T H OF D o u TRIM PIMIIER * Lic. 1116. 018260 �`pSIONAL SURVEY: C.I.: I P-L, PLC 2 Ft. ! DRAWN BY: RED JOB NO.: 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 8/8 GENERAL NOTES fl RAN -■- in VIA 11151] 1. The property delineated on this plan is located on the northwest side of Lenoir Drive about 1000 feet south of McGhee Road in the Stonewall Industrial Park in Frederick County, Virginia. The property has three existing warehouse buildings located on in. The property owner proposes to renovate one of the existing buildings into six individual units which will hold approximately 4,777 sf of office space and approximately 24,233 sf of warehouse space. The project site area will only involve one building and the surrounding areas, about 1.63 acres, as shown on the overall site plan. 2. Property Owner/Developer: Contact: Mr. Rob Sawyer Stonewall -Adams, LLC 303 South Loudoun Street Winchester, Virginia 22601 3. Engineer/Surveyor/Landscape Architect: Contact: Mr. Timothy G. Painter, P.E. PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Painter -Lewis, P.L.C. 5. Site Data: Existing Property Area: 5.00 Acres (217,800 sf) Project Site Area: 1.63 Acres (71,035 sf); limits shown on sheet 2 P.I.N: 43-19-11 Zoning: M1 (Light Industrial District) Magisterial District: Stonewall Existing Use: Warehouse Proposed Uses: 4,777 sf Office/ 24,233 sf Warehouse Front Yard (Minor ROW): Required- 75' Provided- 95.3' Rear Yard: Required- 25' Provided- 70.2' Side Yard: Required- 25' Provided- 43.4' Maximum Building Height: Allowed- 60' Proposed- <60' FAR Required: Allowed- 1.0 Proposed- 0.4 Building Floor Area: Total Property Area: 29,233 sf + 29,362 sf + 29,014 sf = 87,609 sf Project Site Area: 29,233 sf Open space: Total Property Area: Required: 25% (1.25 acres) Provided: ±6% (±0.30 acres) Total Existing Property Area is Historically Non -Conforming Project Site Area: Required: 25% (0.408 acres) Provided: 14% (0.23 acres) Project Site Area Green Space is increased as a result of the proposed development Impervious Area for the Project Site Area (1.63 ac.) Existing Conditions: Proposed Conditions. - Ex. Building Footprint Area= 31,646 sf Pr. Building Footprint Area= 29,233 sf Ex. Concrete Areas= 3,400 sf Pr. Concrete Areas= 1,165 sf Ex. Asphalt and Gravel Areas= 26,245 sf Pr. Asphalt and Gravel Areas= 30,861 sf TOTAL= 61,291 sf TOTAL= 61,259 sf 6. Parking Space Requirements for the Project Site Area: Property Line Setback: Front (ROW)- 25' Provided- 20.0' (grandfathered per existing parking location) Side- 5' Provided- 5.0' Parking Spaces: Required- (1) space per 250 sf of General Office Space 4,777 sf office space/250 sf = 19.1 spaces = 19 spaces Required- (1) space per Employee for Warehouse Space 3 employees per unit = 3 x 6 = 18 spaces TOTAL SPACES REQUIRED: 37 spaces TOTAL SPACES PROVIDED: 45 (Including (3) HC spaces) Loading Space: Required- (1) 12'x45' space for each 40,000 sf of floor area 24,233 sf warehouse = 0 spaces Provided- 12 ft wide loading area along the back of the building 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Sheet 5 9. Lighting: Exterior lighting will be wall mounted lights and will be installed to prevent off-gite glare and will match existing layout. 10. Trash Receptacles: One existing dumpster is located on this site and shall remain. 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. If the existing free standing sign is removed and a new one is proposed it shall be no more than 12 feet in height and no more that 50 square feet in area. 12. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- No floodplain has been identified on this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. 13. Stormwater Management and Best Management Practices: As calculated above, the amount of impervious area on this site will be reduced due to the proposed development which will in turn reduce the amount of water flowing from the site. The pre -development 10 year flow is approximately 9.28 cfs and the post -development 10 year flow is approximately 9.14 cfs for the project area. Therefore, there will be no SWM or BMP measures required for this site. WATER AND SEWER SERVICE Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA 22604 540-868-1061 BUILDING INSPECTIONS Frederick County Inspections Department 107. N. Kent Street Winchester, VA 22601 540-665-5656 EROSION AND SEDIMENT CONTROL Frederick County Public Works Department 107 N. Kent Street Winchester, VA 22601 540-665-5643 PUBLIC ROAD IMPROVEMENTS Virginia Department of Transportation 14031 Old Valley Pike Edinburg, VA 22824 540-535-1818 NATURAL GAS Shenandoah Gas 350 Hillandale Lane Winchester, VA 22602 540-868-7911 ELECTRIC SERVICE Allegheny Power 3463 Valley Pike Winchester, VA 22602 540-722-5830 TELEPHONE SERVICE Verizon 404 Hillandale Lane Winchester, VA 22602 540-665-3156 RESPONSIBLED DISTURBER NAM E: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. -NEL OO N AN:D) A OO C- - 9 ADAMIATE NA:onEHOO U E RENOO WATIOO200 LENG�H DIMWE STONEWALL �NDUET[MAL [PARK TM1 43-19-26 TMI 43-19-13 TYSON DRIVE LAND TRUST GARY D. VANSICKLER INST. 1040024099 DB 524 PG 24 Use: Warehouse Use: ZManufacturing' Zoned: Mi _ I � - i i I I IUMr F 90 SF7' I WAR ff OFFICE i . I d-,o WMik}pV� DACE •.. I I II i o UWE �� 3,594 SF OFFICE i I WAREI oisE SPACE A. 1A . loll 7'7 TMI 43-19-1 1 I i LWr u 7W SF TM,0 43-19-16 3soi SF OFFICE - STONEWALL-ADAMS, LLC I STONEWALL ADAMS, fX WMEhUta w gp am D. � SPACE I, INST. #000006353 I (M� INST. #000006353 (70 RLAlAIN) RENOYAWN LLC i Use: Warehouse Zoned: M 1 I Use. Warehouse ( I f Zoned: M 1 I 3,07 SF OFFICE- _ I.'. WARD40LSE SPACE ... EX IINRMIV 00 REMAIN) _ N y/ TMI 43-19-15 STONEWALL-ADAMS, LLC INST. 100000635J I Use: Warehouse Zoned: M 1 EX MWDOAT I (m REMAIN) I PROJECT OVERVIEW TMI 43-19-10 240 LENOIR DRIVE, L.L.C. INST. 107001774J Use: Industrial Zoned: M 1 ilo 0 .0 180 ,. Scale•• ft NpQ. ) Wo ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G CURB AND GUTTER CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER ° CIP CAST IN PLACE CONCRETE , CL CLASS CMF CONCRETE MONUMENT FOUND x CPP CORRUGATED POLYETHYLENE PIPE CMP CMPA CORRUGATED METAL PIPE CORRUGATED METAL PIPE ARCH S"� r� CO DIA. CLEAN OUT DIAMETER DS EOP DOWNSPOUT EDGE OF PAVEMENT i EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTIONu . FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/8: COVER SHEET SHEET 2/8: OVERALL SITE PLAN SHEET 3/8: DEMOLITION PLAN AND LAYOUT PLAN SHEET 4/8: GRADING PLAN AND EROSION AND SEDIMENT CONTROL PLAN SHEET 5/8: LANDSCAPE PLAN SHEET 6/8: EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SHEET 7/8: UTILITY PROFILES AND CONSTRUCTION DETAILS SHEET 8/8: VDOT NOTES AND DETAILS ZONING ADMINISTRATOR DA I E APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE 5 YEARS FROM DATE OF APPROVAL SITE PLAN EXPIRES TWO �2 YEARS FROM DATE OF FCSA APPROVAL ADAMS-NELSON AND ASSOCIATES WAREHOUSE RENOVATION 200 LENOIR DRIVE STONEWALL INDUSTRIAL PARK STONEWALL MAGISTERIAL H OF PAINTERmLEWIS, P.L.C. P. 40 817 Cedar Creek Grade, Suite 120 o Winchester, Virginia 22601 T P - Telephone: (540) 662-5792 ic. 018260 Facsimile: (540) 662-5793 Email: office®painterlewis.com �sS10NAL� CONSULTING December NO.: 0809009 SHEET: ENGINEERS Latest 10, 2008 1 Latest Revision Date: March 30, 2009 1 30 TM# 43— 19-26 TYSON DRIVE LAND TRUST INST. #040024099 Use: Warehouse Zoned: MI i I. TM# 43— 19— 16 S70NEWgLL—ADAMS, LLC INST. Jf000006353 Use: Warehouse Zoned.' MI I. EX. WAREHOUSE (TO REMAIN) 0 30 Scale 1 " = 30 ft i TMf{ 43— 19— 1 1 STONEWALL ADAMS, EX WAREHOUSE L L C (l0 REMAIN) I INST. Jf000006353 Use: Warehouse Zoned: M1 I I I TM# 43-19-15 STONEWALL —ADAMS, LLC INST. #000006353 Use: Warehouse Zoned: M 1 EX. WAREHOUSE (TO REMAIN) A TOTAL *',�',CD1"L STY, AREA ACRES N 42*3?;23" F I I EX. WAREHOUSE (TO REMAIN) 660.00' _ —� 660.00' 1 TM# 43-19-13 GARY D. VANSICKLER I DB 524 PG 24 Use: Manufacturing Zoned: M1 LIMITS O PROJECT AREA p c CT 1T AREA 1 .5 3 ACRE EX. WAREHOUSE RENOVATION Aw C' PROJECT TM# 43-19-10 240 LENOIR DRIVE, L.L.C. INST. #070017743 Use: Industrial Zoned: M 1 I C M I 1 W � I 0 I.L � O I 00 I� I � O w IJ I (N�C)- o 0 O Q� W O U) LLJ o N Q Z W O U U O F=- Lzil n- � Z C V W W O � c O W rn � w N � N z w w Uz xg %Z po a0 p Z �� WjZ OG:3 ZN O> ZZV W= W $�U NLLj 3 U N ow Ld � a E a 6 J 0 — N E w -- 0 V) rn r I O V U N N N (D I 3 N IU J v v (0 co � o Y � �- ..! CD O W � W (n p O a 0 �cj_-c c c� °' L° E �o Z jN Q co �? J O� z J w W � V) z 0 Mill Ow OP- T pmm9 Lk NW.. 018260 � �v �oA� �� SSIONAL SURVEY: C.I.: P—L, PLC 2 Ft. I DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1"=30.0' 12/10/08 SHEET: 2/8 IX. ASPHALT I EX EOP ZE 11 EX. BOLLARD IX. GRAVEL EX GRASS I I-4L Fop EX. GRAVEL ROADWAY I ry ASPHALT ENTRANCE AISLE I I � II 0_ EX BOLLARD I b I EX 3 CHERRY I II 1 �TO REMAIN) I 111 '� II nE - 19.16' II O LX GRASS W W� �� EX. TO SIGN I (TO REMAIN) I g )no- U.G�47E EX 3' CHERRY I � { (TB.R.) �r0 REMAIN) r 21.5 5' EX. SW I �� (rRR) ,� I O' EX. BUILDING R'UM£ I FT-= 715.00(+/-) rB.R.) I EX. GRASS 11 IX�10 RE3' CHERR MAIN)Y I II I CO mm � �EX. INTERIOR WALL (TOREMAIN) io EX U E ( 0 R POLE II o- I EX. WATER I j METER AND SERVICE LINE A84NDONED O EX. GRASS b' ' FY. FLUME II i N_' ( II -� 22.70' z EX. INTERIOR WALL (TO REMAIN) IEX. GRASS I m W I I 20.40' IX�'ILLPBEKAU/NTA/NL:DM � � 9.. U.N LER EXXO, CH Mlv uM f F its III E GAS M TRL I jl d 1 TO REM _ EX A PHALj CURB EX. BOL DS T B.R. I III W W � W W W � II 2 c' EX. WELL CAP ry, II � I W I I� 20 0 20 60 I� Scale 1 = 20 ft C EX. GRAVEL ROADWAY cD I I EX, GRAVEL - 180.02' EX. GRAVEL ROADWAY PR. NEW HEAVY DUTY PAVEMENT AREA II EX. ASPHALT II EX oP Ir1 EX. BOLLARD r } Q, EX G24VEL EX. GROSS I lul I4Ltop � � I r I N M a, EX. ASPHALT ENTRANCE AISLE I 3 O) T+ 0 0 PR. CG-.6R ... , ,.._ ° - PRCG6RI �I �LII II 1 EX. BOLLARD Y _ PR. GRASS Q_ - " 99.66' - - � 20.00' I IX. BOLLARDS � -� 10 - PR. LIGHT PR. GRASS PAV P PR. 12'x14' DOOR (13.5 UP) °O° 110 50' BEM Nr TIE INTO AND PR. MANDOOR - --- - --' pV f ,`� f MNrjpte EX. CURB 1 PR. BOLLARD< FIGHT Yi __PR. CG-6 I I rR.. 35UP) ¢ PR. 24 STOP -BAR PR. LIGHT UNIT F 969 SIF ,�, E(T0 MII �Y - PR. STOP SIG ED PR. DUMPSTER WITH C6 ABOVECENTE4,962 SF OFFICE C3' PR. 6' OPAQUE FENCE t o PR. GRASS WAREHOUSE SPACE u I II `n EX. SMH POSSIBLE FUTURE DUMPSTER ! ' �' 20.83' 9.. 1OP=111295 PAD LOCATION WITH SCREENING, �' 0 ` DL IN=708.53 (4) T . GRASS IF REQUIRED. PR. SIGHT O R. 4 PR. 4 CURB � . ; ; IX IX /N=70 .07 (87 PR. UPLIGHT- 13.5 UP ®- 4 OPENING (_- Ex 1N=69.77 (87 l •0,, EX. STONE C NTERED EX OUT= 7.75 (12) UNITE 703 SF PR. 32 - PR. SAN. MANHOLE I SIGN 0 EX. SIGN c 3,594 SF OFFICE 4 T. ®2.0% TOP-f714.20 (To REM Ex 258-1 PVC 00.18z INV IN=708.16 WAREHOUSE SPACE INV I=708.16 �'4" � ! „ IX 3' CHERRY R�• � - \h (TO BE . BOLLARD i INV O T=707.83 ( ) I ('r0 REMAIN) PQ ri - + EX. DOORS T.B.V. AND REPLACED PR. 4' CURB I �F� 0 w WITH A NEW 12 x14 DOOR AND A NEW MANDOOR OPENING - PR. LIGHT- P HC SIGN cG� I NOTE: ALL REAR MANDOORS '`' CENTERED o l l SHALL BE HANDICAP ACCESSIBLE , ABOVE DOOR PR. LIGHT 13.5 UP) II N EX. SANITARY LATERALS 4 BE EX. BUILDING EX. BUILDING i ABANDONED -CUT TIE PIPE _ UNIT D EE= 715.00(+/-) 703 SF O i qR: ®20� PR. PA EMENT EX. GROSS WIDENI G AT THE MANHOLE AND INSTALL 3,601 SF OFFICE I - -,+ o II N A GLUED CAP ON THEE PIPE END SPACE M WAREHOUSE E �., IX 3' CHERRY 20. 0' - I 2 00' - 0.00, EX. REMAIN) �I a PR. 12'x14' DOOR (TY .) ( P.) - �TYP.) I PR. BOLLARD V' AND PR. MANDOOR lcvv<r-)) ' PR. 4' CURB I OPENINGPR. LIGHT -CENTERED ABOVE DOOR PX INTERIOR WALL (ro REMAIN) 13.5�IUP) ._ ._.... ._. _... ( EX LBOXES w 0 BE LOCATED 1� a EX. POLE ) �. EX. DOORS T.B.R. AND REPLACED Z w (ro REMAIN) �..j cD WITH A NEW 12'x14 DOORPD1 I o I x AND A NEW MANDOOR I 11 EX BOLLARD PR. LIGHT- U N IT C 683 S F 1 I (�Q o i c� 0 (r0 BE RELOG4TED)� CENTERED 3 497 SF OFFICE I ~n I 0 o ABOVE DOOR I ui Q "' z 11 WAREHOUSE SPACE „ I QLJQw ;� PR. 32 -4 0 CL= Q LAT c)cDw O F- o , -0 ; oC z = Y = o 9.. GRASS 00 PR. LIGHT -CENT RED ABOVE PR. HC SIGNS . v j ! o = < z 0 E DOOR = j© ® EX. WATER METER AN4 ERVICE PR. BOLLARD <., O PR:5�1 UPT ' oo o � a LINE TO BE ABANDONED- SHUT PR. 12'x14' DOOR ) _ ^ n z I + W OFF AT CORP STOP, CUT LINE l AND PR. MANDOOR ° 6 u., AT CONNECTION TO COR STOP __3 c � Q m ~ W Z W ~ b O U U Q U Z O W O � O Q W �;� W cUn � O` � O 0) M o) O � n Q Z �g as zD 00 J O M p W Z 0 Q W F- Y Q U Z z O_ a V) H W Qj �Q> } OW Qx LX�Z 00D W O Oj WZU J W= OJV ZW Oaw I IX N W u3 Ow w Q t5� Q UNIT B 762 OF �- °� (_ REMOVE EX. WATER M R AND s PR. 4' CURB I METER BOX ASSEMBLY1 FOR 3,901 SF OFFICE OPENING r THE F.C.S.A. INSPECTOR � � I WAREHOUSE SPACE N J 0 - „ I oN 0- o I Q. N M E ' EX. INTERIOR WALL (TO REMAIN) o _-_ - N O n r to �r PR. LIGHT -CENTERED ABOVE DOOR C co EX. DOORS T.B.R. AND REPLACED (PR. LIGHT f '- „! II 0 CURB N N cv EX. BOLLARD WITH A NEW 12'x14 DOOR 13.5 UP J'i I +,� EX. 1 (To BE RELOCATED) \� AND A NEW MANDOOR Q' o I o co 0 a� j I EX, GRASS I Z o 61 '� j W W �' o o a o II co UNIT A 957 SF J v �, 't U mj N � N o6 4,901 SF OFFICE inI I I PR. PAVEMENT Cn OPENING CURB WIDENING En o •°' o I WAREHOUSE EX sP��uKLER SYSTEM SPACE C, I E WILL MANTA/NE �, I h� 20.52' - W 0 0 0 o - 12.00 PR. LIGHT EX. SPRINKLER EX. MECH. v c o b i I - E (TYP.) (13.5' UP) Roots Roots PR. SIGH I s j P ~ �` w 10 5 R. GRASS E .FH EX. BOLLARD--- I X. F.DC. 13.5 UP� O TIE INTO Z T % ► EX. BOLLARDS (0 REMfA/N) PR. GRASS �7 ` EX. CURBit - SEX G�� ao X FlRELIN EX. G4S METE- 7 T''- WM EX co PR. GRAS �o EMAI r M -- . . EX. WELL CAP-- ---RAY III EX SMH0. EX. B� - #C�-1',� EX. BOLLARD Epp. CG-6R j A AIkAll EX. TOP= 3.59 EX. WV � � PR. 2" WATER METER � � EX.. EX. IN=7 19 (8) (D lW W W _ W EX. 8' WATERLINE W EX. WV AND SERVICE LINE III EX. IN=70 .00 (87 z w EX SiNH �' W w W W EX 8' WATERLINE W PR. CUT -IN SAN. MH W EX EX OUT- 5.74 (87 1 EX TC7P=715.60 ; o cn - TOIL f 7�� _j W EX /N=70802 EX ASPHALT ROADWAY o w oo TAP BY F.C.S.A. 6.00' o rn INV. IN=706.75 EX WV + I Z TAP, SERVICE LINE TO VAULT, INV. IN/OUT-706.65 0 I Z EX. PUT=70788 o� AND METER VAULT BY F.C.S A. 0 - o --- ¢ r) fX 339'-8' PVC 00.50X �_ r� d PR. STOP SIGN I w w w PR. F.H. ASSY. ''' R 24°I STOP B Ai RE TRB - tAi TH OF EX. FH EX CHAINLINK NCE PR. 20' ESMT. NOTE: THE CONTRACTOR SHALL INSPECT Q ±25 FEET t 15 FEET N THE CONDITION OF THE EXISTING STORM u7 PIPES TO VERIFY THEY ARE ADEQUATE TIE IN JOINT (SEE STANDARD Lic. 018260 r EX. LANE t 10 FT. o � z FOR THE EXISTING FLOWS. I � p a 3 VDOT WP-2 DETAIL) W CROSS SLOPE = 1 4 :1' MIN. w� CY z . EX WELL CAP 0 UJ oz I V o� J �I w'll I �VSj c� ONAL SURVEY: 2' SM-12.5 P-L, PLC 2 Ft. 12" 3" BM-25.0 8' 21-B I DRAWN BY: JOB NO.: LL�LCOMPACTED SUBGRADE I� RED 0809009 LENOIR DRIVE PAVEMENT WIDENING DETAIL SCALE: DATE: NOT TO SCALE I 1 "=20.0' 12/10/08 NOTE: 1. AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB AND GUTTER. Q 2. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER. SHEET: 3. RESTRIPE THE PAVEMENT AS DIRECTED BY VDOT. f �/� r RESERVED RESERVED •I _ Architectural PARKING PARKING ASW ntevided Llar above co' zes a constart-waltaye auto ua•u- [(q- �� Fol lw,ldinq and waN-mounted apoliUliuns. hxmw Ern last ('tfmp.tcl Fltiorptren[t SPsan tHec tro-A I gh freg4e•n.y ixdl'dst. Oultlt dlKunryeu t Ae& "" reatures plugs eadly disconner, reflector how ballast and VAN fixhrr from supply wirer iallasts are prrrmmn ACCESSIBLE Housing - Rugged, die-cast. s 1gle-piece aumi- war jd and 10014 factory tested nurn huminy. Dirtbs: door frame has impact re '.; listam, tempered glass lens. Door frarne is fully Sxk t pnrrrlarri, med;wn hitr socke- for walr d wrth a r crsed mll sit rnn gash f 57andard ASWn, mogul base socket for ASW2. wkh copper PENAl1Y t100-D00 PENALTY titoo-Job flms i s textured dark bronze (DLATI volyMtes or cry, nlrkel-p Ated screw shell and Centel co- low-AwAy z0ae TOW -AWAY ZONE , i, prsssal er (Nher"rrhlMctualrolasmreilxCk. tact. Fliurescent is Ivur- n V Wsrlrve Idk4iny s... nAik ttl. U L .Ibt e d Optics - Hlgh-perlorma^,ce, serimented reflectors - VAN H C provide superior uniformity and contrul. Special- I'tst.11ation Universal rrountinq plate w'th in- ACCESSIBLE SIGN I� ty anodlaeo alurry nxrn spot and grazer optics also leyral rvwcntir,y tilt, ,up ,t% the fixtur, , fnr SIGN art•dvadahk• R(41rrtorsarri�wrrha,gra1glrard easy one person instills? or have Irid degree sktwng capahfllty tin to IT, Listings withK,u:tools ,Reflectors allow for too '-less access NOTE: SIGNS TO BE MOUNTED TO j ( to vlvtuk t wi,ponantk. All opt cl enter lES full UL Listed to US and Canadian safety standards BUILDING IN FRONT OF SPACE. cutoff tsiterla in le u<iuwn orwntatiu CSA Cr rtifir^ a N(,M Crrfliec (srr Ortinn,) ll f I i tlectrlcs - 150W and below util zes a hi h reac- y Listed suitable Nor wpt Iocatlom in u or down p uci5 +a-ed +atebt Nc HANDICAP SIGN DETAIL I lance. 'dgh-puwef factur balids,_ 751Y and rnlrnta'Inb, ,LS U500.569. Cither parents pNtnd rp. NOT TO SCALE Ordering Inforrnatlon Example ASW1 175M 5R2 120 5F LPI r.pnokn rwT:rlgs :'dpgr Op.'trdacm.olra 12" x 18" STD. 11�L'■[S2■�e^^ SA2 Gttfaenrrd .yr ll 12a M1t1)�g AS■1YG Vrr'J1aa112uroA am m "'Amy aw 11 Shot Net 1M.Vill 341Y (n'a 16a IM ASM26M' Vn 2bail Wt1 1tx16 lNtl ;srwaKeO'yN III 2NM in mar 'm. Mg, 240e z00': 'n!T 10 rz Ill tax (aMl tNS '•., "ail iTl UK In'.srn&1*A Mae l.,inef 't a'n I'M/(III:I;x ply) AS1/1,w6 Sixei^IWgard 2�pS fJt4SL r,areel qeN pin NOWtrttsx frtwpixy: ,ill',OaWtno, Yrrp'71 Ix4akvfA 0.s'W2Y6 Sircteanee'4Uml art is" `,, ei-rw..OuP 4w UBW frtU ybail+a Actrtnurfmimi" De 12 [rrrar},,wy""an lI -.A l PA lorry, tritirdt•-I AM, onyx`? Sta•asd"NUrld"lows STD. 2%2" SQUARE TUBE Runs 4401 ttarfl in' wo s"A"rverlI) ' fmre ADC 12 rVfi ERIC '-a,N77,&10l "Its fms}neycacuRlIvobf20wlx0nep ra As*r rryY ossF soaurom `� 14 GAUGE STEEL POST 1YYLGiIIt Apex 7i■ ai,tr.ra•,roA...:vJ WKTI 2052912[mrrmycircuit 12'MR JVMIwo VAused Hd.ASWl3,ig". MAI N¢Icn,ktnrnr pp 1�OM i■a11 IAS9R oriel #AS OtieVabrat syster'IOCw; m/x.� ii nor reudol'1 VAM '019, M� 1l0at web teed 4 �10 Guru rewe iota d lrelry IIDDW ma,., On nca l-iWt:;' Mill Owit fP 1`10, Kl-. • 01 Lrhnntdoaretil"redttuxt Lips. arltil lurcccows AM 1139 (Al Ne•RkkpO@09ecrrlaq',7wQonit) DWI i�enJt PROP. GRADE 1, AM M PE PLwtddectnulhrtnrypIWolb. WorMtYF.11 USPD Jergy N!■! RS k.'t ASFl :.rd 310M+ AtM? al9■ +�� serer kgw(WA to ry... i!■A Sap,[i7d p:Aw sat 7N rrt' DSeF .rr., , OSA MK Erik., Atl1a? ]50■` V("diT'rIAK r'r rnex - a,• - r.mm�n.. WM NN CalaKd DS►/ Ftr N O Am NO■" I9E^I[he Ill Iamb rrtstri ISPR Fri Im' xMta.he�a a„Frnrrk: Aarfara"ttYry 1,1P '.rR�ann q■1 25111, tAAtf 4rrlarlate --- ---- a, 1,,1fIr has ,� PARKING AM SfFT AM Z?UMYt nwr:tdMtk Yrx taM K "'ix w,R quad tMl_lll�e--- Bpint lr�a tyuc 91u lyre ipYlr pest yr SUA urjM#r_1 r�z FIRE '31 As■1 at1A1 � F1-AN "Ir nndhan . "" a/otlMle •M1 PF r'1� rre7V.un bTiAl 'A1 FJ SIP• "li melon LANE AS■1 701A1 Or almlwdsl:wh. III fWi, [' 1 maid Nrally k a1 h:f a'n. 9m'rw an niarne rwkorlwlanaati rtrs,A NrMwIwIK. A*i t 1'rt;r,rxrM fJ ,eaMt.aara rrraka MYManv ikd NYy Y•sdrt+,lyry(yp, m "{'K fin wow "NO PARKING FIRE LANE" Iagl 15�311a F +s MI l• LIRS. a, Ie;:rew, .Vn•Tr Oro rkrwl lnyaha. �,(, 4-wf 11; wrk,r •`I. 1;h. q NA!) 1i b � :I ( :inJere, Arraw4rkattk•;r+dt. ' " I50 iR�IRf I I' "edmrr SIGN DETAIL Rat,. •17r;.4 1 " rn.,a w atarei"I"/ tAr^.2Y'IkCaaYllM fi, I.'i IW',n fir 1MOItir " wserMar I..-.15eY /Nan :a NOT TO SCALE r AN.(3ZXM'.MrV217N ff..n�,rtOxnrcr AQo�I II `aalgo1.4 II Rlnr"uY'°kdr,n�.M Y,;IWmrrFr.'Yn •wr�[Iampet^w MIYra•drU:IlA1Wln• [r1�FtrAN1 - �__ 27F,7 R 1eXNlcb uaratittawrurivwt, xrandto, 1+;+Tfl11, 'm 16JI Ciwonx I Fi 19 u24F7 ? )Ma:nr Weaakt rant wink+Hdhwr ti 40T owf3llt.IM T4 'kiNIIN r,'' �1 I , t NMaNt rw core uuwte.++.r - 57'11i dxtn,k.l Pl IJ 3S:tOb r i { sal .K ,,.enact n.,re wMzsa+,.,rJ :�wre.vn ten rknt rw �_Pf 14 ;x)ul li i _ _ --_ --- _ g,gp .I L/P1AIgA/A /r/Ifl1Vf10AAv' vialli atbbn I barn, ktlyss a Ai ur,•ros rs69 BUILDING MOUNTED LIGHT DETAIL (OR EQUAL PRODUCT) i--- VAN ACCESSIBLE SIGN SITE LIGHTING FIXTURE SCHEDULE END OF STALL - MANUFACTURER MODEL LAMP WATTS VOLTS MOUNT STRIPE OR CURBING LITHONIA ASW1-175M-SR3 175W METAL HALIDE 175 120 WALL WHITE PAVEMENT MARKING, (EQUAL PRODUCTS MAY BE USED) (n 4" WIDTH LENGTH AS 30" STD. STD. 2"x2" SQUARE TUBE 00 14 GAUGE STEEL POST z PROP. GRADE 0 r+� 30" NOTE: COLORS SHALL BE AS FOLLOWS: WHITE LETTERS AND BORDER ON RED BACKGROUND. "STOP" SIGN DETAIL NOT TO SCALE HEAVY LIGHT -1" OVERLAY 1" OVERLAY- 2" SM-2A 2" SM-2A~ 3" BM-2 8" 21 -A 6" 21 -A�- �_ -COMPACTED COMPACTED--IIIII-III II--_III-III= SUBGRADE SUBGRADE -III=III - =1 I I-i 11- II- 11, ,;,111- NOTE: HEAVY PAVEMENT SECTION IS TO BE APPLIED TO THE MAIN VEHICULAR TRAVEL AISLE. LIGHT PAVEMENT SECTION IS TO BE APPLIED TO THE PROPOSED PARKING STALLS. TYPICAL SITE PAVEMENT DETAILS NOT TO SCALE EXISTING OR PROPOSED CURB (TYP) AS SHOWN ON PLANS 5' (OR AS SHOWN ON PLANS) ... ...... EXP. JT. MAT 4" CRUSHED STONE (3000 PSI) 4" CONIC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE SLOPE TO DRAIN 1` 6.. 2'-0„ -1 CG-6 CURB CUT SECTION SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE UK 4 NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIs`-'_INES 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 0.375" x 6" 0 CONC.-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE CG-6R COMBINATION 6" CURB AND GUTTER REVERSED NOT TO SCALE T s r. -- � CG-6 'L6" 2- COMBINATION 6" CURB & GUTTER NOT TO SCALE NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) INOTE: ALL REAR MANDOORS SHALL BE HANDICAP ACCESSIBLE I I I I PR. NEW HEAVY DUTY PAVEMENT AREA ' PR. 12'x14' DOOR AND PR, MANDOOR UNIT F 4,962 SF WAREHOUSE UNIT E 3,594 SF WAREHOUSE EX. DOORS T.B.R. AND Pl ^,CED WITH A NEW 12'x14 DC. AND A NEW MANDOOR UNIT D 3,601 SF WAREHOUSE x1DDDRAND PRMAN �.. EX. DOORS T.B.R. AND REPLACED WITH A NEW 12'x14 DOOR AND A NEW MANDOOR .w UNIT C 3,497 SF WAREHOUSE 1, o 5.00 C W � 71fib�_ W --W EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ............................... ENTRANCE 3.05 SILT FENCE 3.07 INLET PROTECTION �P 3.20 ROCK CHECK DAM CD 3.30 TOPSOILING T PR. 12'x14' DOOR AND PR. MANDOOR UNIT B 3,901 SF WAREHOUSE EX. DOORS T.B.R. AND REPLACED WITH A NEW 12'04 DOOR AND ANEW MANDOOR UNIT A 4,901 SF WAREHOUSE 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING 3.38 TREE PROTECTION W- 969 SF OFFICE SPACE EX INV.=710.59' _ X USX f I SF P a T+ O 0 714.00 GRAD TO a A DRAIN TOI PR. 4' CURB O EX. D TCH OPENING i SF I o T + I PR. 4 CURB 0 0 OPENING II 714.00TOC (GRADE T I DRAIN TO II 1 EX. DITCH *- I I 713.90 II N I N PR. 4 CURB ~ OPENING w 713.90 y I > l GRADE TOLU W o � I EX. DITCH I DRAIN II I-- w _jw "'^a >o I I l O O Z V)� w¢�� Qwaw �z �Q?� 713.90 II00 a_ ckfQ > Il i= t + W z r 0 w 0 > PR. 4' CURB OPENING I I 0 713.70 GRADE TO II DRAIN TO EX. DITCH I II 0 � I i II W PR. 4' CURB SF OPENING - �, 1 C70 GRADE TO EX.INV=7 1.28 I 713.50 DRAIN TO I P r0 I EX. DITCH �Y13.50 t 714. I IMU TOC TO1 ® ® I W W W W I ,1 + 0 O o F J I NOTE: THE CONTRACTOR SHALL INSPECT �INV.=711.14' SF THE CONDITION OF THE EXISTING STORM EX.INV.-711.04 PIPES TO VERIFY THEY ARE ADEQUATE I FOR THE EXISTING FLOWS. I II f I I I II � � I TP TP I CD II 20 0 20 60 EX. 39.51 ' 36' CMP 0 0.278Z - IP Scale 1 " = 20 ft 1 9 11 1 1 703 SF OFFICE SPACE 703 SF OFFICE SPACE 683 SF OFFICE SPACE 762 SF OFFICE SPACE 957 SF OFFICE SPACE Lit J m CC Q� 0:�� L1J LLJ Zi O U O U L,` Lv 4 Z 0 Q U a Ld 65 W O O O i 7_ w Q Z �Z O O �� V)Q Q O I o W Q(X cn F- Ir_Z OO W ZOO O WZU N � J J JO JY 0 ZW JC N W to 3 Z o W a O � o cn a ■ J o aN n N O rn r � U 1 COO N In U) f_n I tttt>• � v CV Q) (0 N L c° � a; v W C:, L o o .o � ¢ (Z U c -2w _ E 0 LU�� U c 0 t7 U110- Z 00 Q a C)V) Z JW W V) C� 0 Z 11fil I LiJ ,;I,TH OF Dr PAINTER a o. 01EL260 o, ® � � � G ss1ONAL SURVEY: P-L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 4/8 LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees:32,026 sq. ft./2,000= 16.0=> 16 trees Existing Trees: 3 trees Provided Trees:13 trees Required Headlight Screen: 3' high screen along right—of—ways and adjacent properties Interior Areas: (1) Tree Per 10 Parking Spaces (5% of interior portion of parking lot) Required Trees:45 spaces/10= 4.5=> 5 trees Provided Trees:5 trees > 5% Zoning District Buffers/Screening: None Required. (All surrounding properties are zoned M 1) PI ANT I IST KEY I QTY. I BOTANICAL NAME COMMON NAME SIZE SPACING PARKING LOT LANDSCAPE PLANTINGS CC 7 Cercis canadensis Eastern Rebbud 2" cal. See Plans PR 11 Prunus (variety to match existing cherry trees) Flowering Cherry 2" cal. See Plans IC 18 Ilex cornuta Chinese Holly 36"ht./,41al. 5' o.c. TC 16 Taxus cuspidata Japanese Yew 36"ht./ 3etal. 5' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING LANDSCAPE INSTALLATION: 1. 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. 2. 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. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag 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. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. 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. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, ,,ontinuous 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. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. 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 in(,) the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plan(.:. 11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Plunning Department. 12. Prepare the soil in all bedding areas by mixing into the top six inches of suil one cubic yard of manur: )eat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior u installation. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and wu: anship for a period of one year from time of installation. 14. All existing plant materials shall remain unless otherwise noted on these plans. 15. All plantings must conform to sec. 165-36B of the Frederick County Zoning Ordinance. NOTE: PLANT SPACING VARIES—i PRUNE ALL BROKEN, DID WEAK BRANCHES. ALL SHRUB BEDS TO BE EXCAVATED OF ALL EXIS- TO REQUIRED DEPTH AN W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALI STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF AL BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (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 4" MULCH 3" SAUCER AROUND TREE EXISTING GRADE SOIL MIX 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. TREE PLANTING SECTION 20 0 20 60 Scale 1 " = 20 ft (1)CC LJ J I W m Q f-- cn �- I w _ U Id Z O Q U O lu V) I Cr I I cn I � II _ I o 0 I o II N II I N Z HE�I� EX.�CN ER IEX.' CHE � J I J n W U b, I I W Z J F- I II � W Y� V Z %Z N oC) Q ar > > Z o LL. 1 w t7) ICE _:DZ w W Z 00DZO Cn G JY O o ZW O — cr N W Za 1[n3 oLd CIO 0 O a' `J U 0 � O N N O•— — .5 ((0 L U O fi =N��'� N N N l ai N C W W � o0 > L0 ) @ a� L L U 0 r 0 'E I W -0- aU) C 6- U E U 3 ~ � ZLLJ I 00 Q a I V) Z IJ W � Z V) 0 mill b Ld 0Z I TH OF D, TMMC� PAM I Lic.�No. '018260 IO� rJ Tr401 I IONAL ISURVEY: P—L, PLC 2 Ft. I DRAWN BY: JOB NO.:. I RED 0809009 SCALE: DATE: II 1 "=20.0' 12/10/08 SHEET: 5/8 I EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT Ij,II��jl� /RI i IIIIIIIII0i A/1 4111 rrrrrrr' 11 111 1 11 10 111 pl 11 Ir 11 rrr 1111111''�� j111111 'i�,�.;1 11 r'ii�iirrr j FL,., i�Ill�jjjlllllll 11j1i IIii1111 FLOV IIIII Ij IIIIIII Illjlll�jlll'�� 11 11j111 � II t11 j1 111��;1111 I I 1�11111 �'I pop- II �IIII I;I Illij'IIIIII 1'I'I' �II111 1 FT . SPACING WITH PONDING HT STEEL OR WIRE & FILTER FABRIC WOAD POST ATTACH SECURELY 36' HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF 40 " M T_ 12" MIN. arlu WITH COMPACTED BACKFILL (RECOMMENDED) STORAGE HT. 12" MIN. PONDING HT. RUNOFF i GRAVEL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 DIVERSION RIDGE REQUIRED SUPPLY WATER TO WASH WHERE GRADE EXCEEDS 2% 2 X OR GREATER r- IF NECESSARY. --- WHEELS EXISTING PAVED ROADWAY _ Q FILTER FABRIC Q s� SECTION A - A Ld � A A TRASHRACK 2"-3" COURSE 20' MIN. AGGREGATE O MIN. 6" THICK 3 NOTES C� Z DVERSION RIDGE F= In x w -- DI AAI 1. THE ENTRANCE SWILL 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 C GHT-OF-WAY. TO ENTRANCEEQUIRED, SHALL 3R WHEN WASHING IS RPIOR IT QUIRED, BE DONE GRAVEL WITH D RUSHED STONE THAT CONSTRUCTION DRAINS INTO AN APPROVELIZED SEDIMENT TRAP IN OR SEDIINSTALL ENTRANCE/EXIT NSTACATTIS� 4. LL GUARDS AS CALLED FOR ON THE PLANS. SILT FENCE CULVERT INLET PROTECTION T DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION" 1.0' 1.5' N FLOW 2.5' * * VDOT %3, #357 OR #5 COARSE AGGREGATE \-CLASS 1 RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED ROCK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: 6 to ;�� 3' FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE FLOW 3 2-10 ACRES OF DRAINAGE AREA: _\ \\ 6 to FILTER CLU I H \ (OPTIONAL) (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE ri emu, 1 3, CLASS I RIPRAP SPACING BETWEEN CHECK DAMS A B L -. L= THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION �v�I I tm i I I �i -h : ;•` NCI ...I A,.TI_ I....IJ .L COPUCT VFTIIODS 01- TRI"E A `J t� OdI CORRECT TPA_*, i,t.M0P!Nl� rw r� TRIANGULAR ROARD FFNCF SOL)ICC. V;r. 11SNVC 4VAC50-30-40. Minimum Standards 1--19: An erosion and sediment control program adopted by a district or locality must be consistent with the following criteria, techniques and methods: 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until r i v h i uniform, mature enough to g aground cave s achieved that s u f ma g survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bore earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sedim-^+ laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sedimen,. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both and discharged in a manner that does not adversely - g e y affect flowing streams or off site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface the road surface shall be cleaned thoroughly h f v p d t o oughly at the end o each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization authorized b the local program authority. or after the temporary measures are no longer needed, unless otherwise out y a p og y Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion e f stormwater runoff for the stated frequency and damage due to increases in volume velocity and peak flow rat o 9 Y P q Y - following standards storm of 24 hour duration in accordance with the fo low ng and criteria: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwoter will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall he analyzed by the use of a ten-year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or (2) Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances; (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a ten-year storm to increase when runoff outfalls into a man-made channel; or (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the plan -approving authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the subject project. f. If the applicant chooses an option that includes storrnwater detention, he shall obtain approval from the locality Of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on -site channels must be verified to be adequate. i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. C_Z L COMPACTED SOIL f- FLOW I IIIII IIII-III- I I I II I I I I 4.5' MIN. TEMPORARY DIVERSION DIKE GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-552-7001 at least two (2) working days prior to commencement of any land disturbing activity. 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and/or the County of Frederick, Virginia. 5. All proposed utilities shall be installed underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does not relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen work. 7. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of Painter -Lewis, P.L.C. and established at a two (2') foot contour interval. 9. No Geo-technical report has been furnished for this project. 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adelphia Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-3443 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 EXCAVATION AND GRADING: 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. The project engineer, owner, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious materials, demolished debris, and all vegetation that is to be cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off -site. 3. All topsoil shall be excavated to its full depth and stockpiled on -site in the area indicated on the plans or as directed by the owner's representative for future finish grading. 4. All borrow fill material, if needed, shall be obtained by the contractor and shall be approved by a certified Geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of ASTM D-698 maximum dry density, or as directed) by the Geo-technical engineer. Fill material may be obtained from the site or as directed by the owner. All compaction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.S.A. Department. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. es. If applicable, blasting operations shall beperformed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. MISCELLANEOUS: 1. Fire lanes shall be delineated, as directed by the Luunty of Frederick, Virginia fire marshal. 2. All buildings and additions shall comply with the Virginia Uniform Statewide Building code (V.U.S.B.C.) and section 304, use group (B) business of the International Building Code, 2000 edition. 3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from the buildings shall comply with C.A.B.O. A117.1-92. 4. This site and buildings related thereto shall be subject to all fire -ratings and fire separations in accordance with section 707 of the International Building Code, 2000 edition. 5. Chapter 17 of the International Building Code, 2000 edition requires that the structural plans and any special inspection (soil testing, concrete, steel, etc.) shall be performed and prepared by a professional engineer licensed in the Commonwealth of Virginia. All related documentation shall be submitted to the building department for permit and approval. 6. A permit shall be required for any business signs and/or pole lights in the parking area of this site. PAVING AND CONCRETE NOTES: 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. If applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. 4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans. STORM SEWER NOTES: 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. If 18" of separation cannot be maintained, then concrete encasements and cradles shall be installed as indicated on the plans or as directed by the FCSA. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping shall be as designated on the construction documents to the slopes us indicated on the plans. 3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cast -in -place flow lines (IS-1 Typ.) shall be installed in all structures to facilitate flow through the system. EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 3.05 SILT FENCE X X X X 3.07 INLET PROTECTION IP \ 3.20 ROCK CHECK DAM CD 3.30 TOPSOILING ro 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING Ps 3.35 MULCHING 3.38 TREE PROTECTION TP TP TPP PROJECT DESCRIPTION The property delineated on this plan is located on the northwest side of Lenoir Drive about 1000 feet south of McGhee Road in the Stonewall Industrial Park in Frederick County, Virginia. The property has three existing n f the existing buildings into six warehouse buildings located on it. The property owner proposes to renovate one o e g g individual units which will hold office and warehouse space. Therefore, the project site area will only involve one building and the surrounding areas of approximately 1.63 acres as shown on the overall site plan. Existing Site Conditions The site has existing warehouse buildings located on it and some existing paved parking areas. The majority of the subject site area slopes toward the right-of-way (southeastern boundary) to an existing ditch and culvert system. Soils The USGS Soils map shows the predominant soil type on the site is Corbo silt loam (5B). The soil is moderately deep, gently sloping, and well drained located on uplands and the slopes are smooth. FREDERICK COUNTY SOILS MAP Adjacent Areas The site is bordered on all sides by existing warehouse buildings and existing paved areas for access and loading. The southeastern property line is the Lenoir Drive right-of-way. Critical Areas There are no critical areas on this site. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import/export materials as required to achieve final grades and specifications. Maintenance All Erosion and Sediment control devices shall be inspected at least once every 2 weeks and immediately following every precipitation event of 1 inch or greater. Any damages are required to be repaired immediately. Erosion and Sediment Control Measures 3.02 Initially, a 20'w by 70'1 temporary stone construction entrance will be constructed at the location of the proposed site entrance. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding ii has been established. Use only wire reinforced silt fence, that is, "super silt fence Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed 1, after each storm event. They must be removed when deposits reach approximately one-half the height of the j? barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. {! 3.07 Gravel curb inlet sediment filters will be installed at each curb inlet immediately after installation. The fitters shall be inspected after each rain and repairs made as needed. Sediment shall be removed from around the filters when the sediment has accumulated to a depth of 5 inches. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Filters shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.20 Small temporary stone dams to be constructed across a swale or drainage ditch to reduce the velocity of the concentrated flows thereby reducing the erosion in the drainage ditch. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied 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 mulched. All dams, dikes, and diversions shall be stabilized immediately after construction. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is Spring 2009 through Fall 2009. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. I 3.38 All existing trees that are to remain during and after construction shall be protected. I' Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to 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 soil stockpiles on site as well as soil intentionally transported from the project site. The vegetative stabilization shall be uniform and mature enough to survive and adequate to inhibit erosion. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Regross 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Install silt fence along perimeter of work areas. 3. Install inlet protection and check dams. 4. Clear and grub and demolition of the work area. 5. Perform rough grading of the construction area and finish grade all outslopes where interference with unfinished construction is not anticipated. 6. Perform final grading of site, install curb, gutter and pavement sections. 7. Clean or remove any sediment on public or private roadways. 8. Topsoil and seed all grass areas. 9. Remove temporary controls after work areas have been stabilized. Controls must be removed within 30 days once no longer needed. w � Yg UZ �Z 0o a0 �> ��s o Q� oZ zW zzo ZW O�� N I 6W N3 ow U rn /y w i O 9 � Q a FREDERICK COUNTY SANITATION AUTHORITY Construction Notes I The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com. 2. The water and sanitary sewer portion of these plans are valid for three years from date of FCSA approval. ?. Fhe contractor shall adhere to the standards and specifications in cllect at the time of construction. 4. The contractor shall coordinate with and arrange for inspection by the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 0. When an existing water (or forced sewer) main is tapped for the installation of a new line: a. The Authority shall furnish all labor and material. b. The contractor must: I ) make application and pay deposit 2) mark the tap location 3) coordinate installation with the engineering assistant. 7. Lxact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance division shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. ). For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. b. An Application for Service must be made and fees paid before work will begin. c. The Authority shall furnish and install all x x/a 4and I" water services. d. For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. 11 Any water service line must have a backflow prevention assembly (double check valve or RPZ• as required). The assembly must meet ASSF standard number 1015 or 1013. 1 1 All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12 FCSA to review the mechanical plan(s) for design and material approval of: a. the domestic water meter and its backflow prevention device, and/or b. the fire service line's backflow prevention device. I DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released. general backfill 8" location marker '// �% i `ll • • location Ford sta mess steel full circle repair clamp, style FS or FCSA approved - equal existing line i1[ 24" select backfill All backfill to be compacted to 95% 6.. of ASTM D698 maximum density. _ _ 6" STANDARD / PoPA"rol: i XiX., /X /XiXiXiXi • 24" select backfill s° - 6" CONCRETEENCASEMENT TRENCH & BEUuiNG FEB 09 -1- new manhole base section 3-5 H. stub 6" stone section of line to be removed CUT IN STANDARD INSTALLATION NEW MANHOLE ON EXISTING LINE _17- FEB 09 'tackfill Ford stainless steel full circle repair clamp, style FS or FCSA approved equal r-existing line 45" CertainTeed Rexus 24" manhole cover no. CDRU60EH concrete wedge anchor bolt - 4 ea. top of manhole at grade in pavement areas 2" adjustment ring with butyl joint sealant on finished 6'�{ grade 24" min. —+[ unles!, Otherwise directed (top shall beset 24" min at ova grade in undeveloped areas) 2" custom setter (meter by FCSA) top and bottom I�t I clear opening r' vanes at property line standard flat top for (see note 3) 2' max. 4' diameter manhole square skid pad 6" concrete pad 18" dia. finished grade of 9 thick around manhole frame in x 6" deep71 pavement or earth developed areas e / joint sealant ) :{ 6" stone 35" max. 6" stone .. 24' nun. m undeveloped areas ° , i meter interface unit adjustment rings ° roadway box . . bracket furnished by (11" max.) ' , • 2" CTS polyethylene 27" - 29" FCSA and installed by 3/4" concrete anchor °:. tubing (PET) 200 psi 12' 1 y r �� contractor bolts (4 each) finished 48'' min w/ SS inserts at all r 1 •a 3' riser section for 4' grade connections -. diameter manhole concrete ASTMC-150 T \ with cutouts 4000 psi T . X'' 12" or t6" (typ ) T min.--] exterior of all sections to ° have waterproof coating ; steel reinforced , 1" nominal size butyl min - polypropylene steps ° joint sealant to be / applied on lower _T saddle with corporation stop water main ball valve curb stop with PJ — (CTS) both ends with 2" gate valve operating nut joint gasket shall be ledge of joint - solid support blocks 6" stone under custom setter either o-ring or profile ' 12 gauge solid insulated - -- _ copper wire for line tracing, PJ X FIP coupling and variable taped at 10 foot intervals MIP plastic plug 4'-0" (see note 4) NOTES: 1. Water service crossing sl, r:ol shall be encased in SCH 40 PVC or SDR z' untie. The piping shall run from one foot bey, -I sidewalk, across street, to one foot beyond sidewalk. 00 8 2, Install 12 gauge solid insulated copper wire (for line tracing) from corp. stop to into the meter box [ wrap wire around t to f PET at 10 foot corp. stop; wire to be taped o 0 0 P P� P P intervals; come up into meter box; wrap around bottom of angle ball valve; terminate with 12" tail piece). CUTOUT DETAIL nypl(al) THIS WATER SERVICE CONFORMS TO THE UNIFORM STAIEWIDE BUILDING CODE 1 %2" AND 2" METER INSTALLATION FES 09 -9- In addition to restraining each joint of the fitting, any joint that falls within the specified length of each branch of the fitting shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter D 6" 8" 12" 16" 18" 20" 24' L(ft) 60 60 100 120 120 140 160 TEE, CROSS, WYE L D L = restrained length of pipe (PVC or DIP) D = pipe diameter 45', 22 1 /2". 11 1 /4" D 6" 8" 12" 16" 18" 20" 24" L (ft) 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- FEB 09 spigot by gasketed bell 45bend 2 S3'minimum gasketed pipe and fittings 8" x 4" gasketed bell wye solvent weld cap property line finished grade f- 5-1— location marker 36" min. cover stone treated 2N 4" with . top 6" painted green �— 4" pipe at 2,00 % minimum grade _ All pipe and fittings shall be SDR 35 26 . GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22- FEB 09 18" 5 — pipe to manhole connection to be d by flexible sleeve invert channel to provide a smooth transition in to out, 3'-0" min. for all connections 74" max. 4'-I max, recast invert or . ` '- r ' to of bench to be p t r .y..w • P grout bottom to �=. 3/4 dia. same elevation as top form channel ~' . 6„ of pipe ..': .. .e 4 �:. . ';o. e•! 8 '' •• . e ��. . III . ►:::.:.:rr:•r:,r: : ........... : :: 6 stone ' NOTES: 1. Manhole sections shall have an external coating of approved polyme lihn water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rungs with a exterior coaling of water proofing. 3. Final slope adjustment of manhole frame shall be by shims and non shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top shall be used if height from invert out to rim is four feet or lens. Frame to be 4" in height. 6. There shall be a 0.20 foot drop in elevation through the manhole STANDARD MANHOLE -1 5- FEB 04 D1 � L I D2 Both joints of the fitting shall be restrained. In addition, all joints within the specified length on the large side of the reducer shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter L (ft) D2 D1 8" 12" 16" 18" 20" 24" 6" 40 60 100 120 120 140 8" 60 80 100 120 140 12" 60 80 100 120 16" 40 60 100 18" 40 80 20" 60 REDUCER I i:T::A L � I L IJ In addition to restraining the connection, any joint that falls within the specified length shall be restrained. D 6" 8" 12" 16" 18" 20" 24" L(111) 60 60 100 120 120 140 160 VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- FEB 09 down bend depth 4 ft. min. Ld Each side bend sha addition, the speci of the fitti finished grade L = restrained length of pipe (PVC or DIP) D = pipe diameter Ld = down bend restrained length of pipe (PVC or DIP) Lu = up bend restrained lengthof pipe (PVC or DIP) D = pipe diameter up bend depth I Lu D 6" 8" & 12" 16", 18" & 20" 24" 45" Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24" 22 1 /2" Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24" 11 1,4 Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 - RESTRAINED JOINTS FOR VERTICAL OFFSET .4-- FEB 09 finished grade 6" dia. schedule 40 steel pipe filled) with concrete pad V-6" dia. x 6" deep V' --� 6" stone screw type adjustable valve box locator marker mechanical joint swivel tee with 6' bunch FIRE HYDRANT ASSEMBLY FEB 09 -s- WATERLINE PROFILE SCALES: (H) 1 " =50.0' (V) 1" = 5. 0' 735 735 730 730 725 1725 720 I720 715 E ISTING GRADE 1715 2 EX. TELE. 4' MIN. NDUITS COVER EX. 40 GASLINE 710 1710 1 MIN. CLEAR PR. 45!-/ VERT. BEND PR. .7' CL 52 DIP 705 705 z to O Of Q < = 1m W ' '4 w Cr L Q� W X Lit >< rY W II O O II O O II II O `� O C), + �- + -I- N + 10+00 2x4 TOP RAIL 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(LA. RAIL) 2x4 MID RAIL — 8'-4x4 POST 0 2x4 BOT. RAIL ATTACH RAILS TO POST W/3-10d(EA. RAIL) 6" 12" DIA. POST HOLE, FILL W/CONC. NOTES: YELLOW PINE NO. 2 ALL LUMBER TO BE PRESSURE TREATED ALL HARDWARE TO BE HOT —DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. PROPOSED OPAQUE FENCE DETAIL NOT TO SCALE 9.Sft THROUGH LANE —USE ARROW NOT TO SCALE 33" I TURN LANE —USE ARROW NOT TO SCALE SNARE;: M. 9TF.El 5((;TI POSTS - 5quore .tom steel �pas is :itialf bs fobricafed from hot'rrolled; calrbw sheet steett Ir stirkb rol oili l tludity', ccnfbrming-to_, the,. regtir•t�rterits-of t Sr-AKl11, (;rode 50-exciMirlie )ield-strength e(W cold-fdrnN small be .60 DOD rttrdrrllrrt; TfM xfowl rpige e1114-pe 14 goyge for the 2' inch 'br 2 itch Hosts aid. 10 gouqc for tile: 2e/ kwn h by 2'/i! posts; Pofflg 1inslde.o. auttide7-sttaF4e xdl&iizts8 n oc: ir0nce 0h-the reQurreme b at AS AW, Eoa ttg DtS rtQ5":G-gQ. Posts. *Ausa. vn in-grotsid oncff r system that provides .a st" ins Alibn and- allow eiosy replocenirt of tfis.aicjfi put•_Tnfb tha anchor system 'offer -vehicular irnpolcL Posts shd conform to the• breakaway. rae?Ut nwtA of Xa SI'ITO's I Stwdard. SpeeTftcei�m for. Sttnxtural I for Highway Si", j_i miniera.5,'Qld Troffic Stgtals (M* E&ttorf fiakAng revisions). The Eortfrockor sliq�proyide a copy of a FtiWA's.acce�tanca letter inf�it:aitr�q Compllarice iiffi tiefokowoX regtiremartt's at the timme,,of catalog: stlfirrif<ir�ln of.tfie pester Rosh stroi ho*,ce. ,ri{cirtch (•t- t/�inchi.operrrqs or ItnpckoutS spgced fir.h err "6d6rs•-on d rour sides: Posts sfd,bfr TrmtbW Tn (XX0T dI%e troth the maivfactte'ex s reCtfrrirnertdlatiims: Payment gall be made under: Si" ".Post Ste (Size). f eaL SANITARY SEWER PROFILE S1—S2 SCALES: (H) 1" =50.0' (V) 1" = 5.0' 735 1735 730 S I CS)2 1730 725 I I I I � 1725 720 I I I720 EXISTINGI GRADE 715 I 1715 EX. 8"0 WATERLINE CROSSING PT. 216.3'-8" S 35/26 710 0 0.50% SLOPE 710 705 I I 705 O W OJ LAJ J X J J 'JQ I Q I I Z N w 00�w ~ r•7rn � to r2' d a) of Q) of Ol w CO c0 oq Q�n N+iO~ QN Q� Q� Qrp Ccn —n ZO ZO ZO ZO ZO �.�OOO no <r li Nn NIA �r- <f` I- �OZZ U�-- a- II \ II = Z ,d- 19, • �— II Z '9 I I Z �— g x �— I1 Z L s I �— 11 Z Z Q I cn } 111 11 � ZZO 11 ci�Wzz �z �z �z �z D�z I �ozzz II O II O II O II O II O II O II O O O r4) N 1 N 00 N cV 00 cp + + + + + + + 10+00 11 +00 12+00 0 � m ~ z W W L 5i :Z. C) O U U �- z z O Q) W CL Q � �Ui O 0 O LJ V.J tf (or) d7 O O O � O � N N O 7 0 J Z — Q Q W Z 0 0 D V J W Q X Z U E— Q— a ((n_0 Q> W J >Q> C)W }}w Q� Z 00> W 0(n O WZU '^ V) 0 J 0 J JY ZW 00QU N w I ) V z0 U W Q o ui O� �� IY Q W ■ U J ■ aN O ■� r COD N f� � Lc) O U � N 1 cN (D I N (D 3 N D C^.0 'Q) W CD D o - n- J�Ln° U C � U v W o Q) U a E ' �' a) U a� Wit° U o E � W a 00 a Z J � � W LIZV) — ZO 0 tZ A470"."." OF 1't 0. PAIM Nq 018260 10,5 -Po 30 w� �I i (' ONAL SURVEY: C.I.: P—L, PLC 2 Ft. DRAWN BY: JOB NO.: RED 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 7/8 May 2005 Virginia Department of Transportation Staunton District Rev. May 1, 2004 VQ0T General Notes V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety do Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggem must be certified in accordance with Section 105.14(c) of the 2007 VDOT Road and Bridge Specifications. 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 / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. 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 shall have a minimum thirty-six (36) inches cover and when possible sholl be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 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. V1 I fill I inspected and approved a VDOT representative 3. All areas, borrow material and undercut areas sholl be spec ed a pp by p 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 identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrode material, and bockfill in utility/storm sewer trenches shall be compacted in six (6) inch 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, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CO and UD underdroins shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to vMT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized 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 base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VfM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 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 pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VfM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standoni PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization sholl be determined by the engineer and approved by VDOT. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Typical Traffic Control Skrtioncuy Operation on Shoukier (Figure TTC-4.0) NDTa Page 6H-1 Tuiay '00 Guidance. 1. A R.OAI} iT'ORK AHEAD sign or M70ULDEF. 170RK AHEAD sign should be pl a ed orr the ie.# side of the r'oadlvar•f0?' a di-Od9 ar one-1umY street only ifthe l,?In ShOldder is meted, 2. Rgn spacing should be 1 ,300 -1 {00 far• limited access hig',lvays, and on all other raadlva.s 500 -S00 inhere the posted speed limit is greater than 45 mph. and; 4( X 1e.hert the poctal speed limit is 45 mph or• greater. Standard: 3. Chann elizing devic a spacing Shall beat the following: Posted Speed (mpit) Location 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80, 4. The buffer space length shall be as shown in Table MA fot the posted speed limit. 5. Cone Tape- Length (L): Speed Taper Length Limit Lane Width in Feet MPH 10 11 1.2 2.9 105 115 125 30 U10 165 180 35 205 225 245 40 270 295 320 45 450 495 640 (Shoulder Tape- = 1/3L Minuuum) 50 500 550 600 CIS A-:60 605 660 do 600 660 770 65 650 715 780 6. A shadow vehicle with either an arrow board torperalurg, at the caution )mode, or at least one high - intensity atlnber rotating, osrillathug, or strobe liVjtt shall lie parked W-100' in adrvnce of the first: work crew. OUtion. 7 For short-di.iration operations of 60 minutes or less, all signs ,raid charnlelizing devices may be elinunated if avehi.:lewith activated lii.gh-intensity amber rotating os ill. t+ ,1�, or strobe lights is used. S Vehicle: hazard wiuniny. signals may be used to sup,alentmt. 1r,,h-lilt ensity rot at.nu, flashir)g„ os,illating, or strobe lights Standard: 9. When a 3ide road i ntearsects the highway within ttte tciKipwi.u•y traffic control zone, additional traffic control devices shall be placed asneeded. May N05 Page6H-13 k� UJ V1 wO W i„ ra 5EE NOTE i hI CJ 1 r�r Stndorran, Opet,uion on Sitoukier (Figure TTC-4.0) Inn G20-2a 48"x24' ILLUMINATED FLASHING AMBER [CAUTION k4DDE) TYPE 8 OR G WNES- SEE NOTE 3 1111V -2 a 4 8" x 4 B" W21-4 46" x 48u" Page 6H - 7 6 T I PICAL TRAFFIC CONTROL ,Signing For Project Linrity (Figure TTC-36.0) NOTES 1 IPP 011 1 -Rns layout depicts slgaing 1eCjUll 'tit IItS for designating the beginning mitt eiicliij,_ :..Inniill Ot .onsLu-.tion pto]ectS The purpose of die .">Igiio iS to 1nfonii Illotoiists when tliev ale ?llt?1111.: ,iiid exiting a pot?nt121 nnstnl i.inn aria This: lavniv akii ,:ill1?s to nniltr-lanr high,,vAvs in,anrtn g lnnri ,; ?s, h,ghwav s Standard; 2. The "ROAD UNDER CONSTRUCTION" sign shall be placed 2000' + front i;_: 101 oject hinit, or •00' 4 prior to any other construction warning sign. 01 t1f_t1.1 3 On uroi�cts wl).-re there is a one t,;:, set uo of 'onstnlciion signs and the 1,ni0i of th- a.-tua1 woik zone is un Ilc'nEcd dwilla theyiolecL dl.' UNDER MT1 _',TRUCTIOIT- sign uil', b . jiiniilat!'d ,., diiecAtil by tfie 01:trl--t liaffic Standard: 4. (At roadwayshavinga median �du- than 5', left and right sign assennblies Mall be required. Ciir� drrrrcr� S Ai., connecfions prq,,e :I silo=;s Option 6 1he signing shown (60- x 24" 1 1: Priniaiv and Llinited Access liighwa•; syst=iis For Sr. onrlaiv road sy::t•nnis. -1S" x 24" mov be used Signing For Project Lunits• (Figm'e TTC-36A) ti c• W., x 24" SPEGIX - SEE NOTE 6 W GO ti W O U U O � Q U Z O cr_ W D V) W rn � W N O N Z J_ Q 1 tj 1 � a i I j W j W O Z 0 LLl J F- H W H YQ w UZ Z t O CL ca (nP W W_ • II; �W �V) W X Ij O 0 l ZW ZZO V)=1110 4y WX 0 ?W N W W3 OW LLi - 3 O V ,r a- • J a o C14 r 0 N M Q> r- r O U C6= N I I 3 r_ N N N c0 ILD N c�'rn 00 c v J ® C) 'IV,) C: 4) w LL -C a ° V U c N V Z Li 0 w Zh ® 00 a NN G� o � T1r1W PRIM Lac. No. 018260 14 ! 0 ONAL SURVEY: C.I.: I P-L, PLC 2 Ft. I DRAWN BY: RED JOB NO.: 0809009 SCALE: DATE: 1 "=20.0' 12/10/08 SHEET: 8/8