Loading...
HomeMy WebLinkAbout15-05 Office Bldg. Trex Center - Office - Stonewall - Backfile.. r GENERAL NOTES 1. The property delineated on this plan is located along Route 522 (North Frederick Pike) in the County of Frederick, Virginia. The site is currently vacant. The owner of the property proposes to construct a two—story office building on the 1.35 acre site. The primary site entrance will be located off of Exeter Drive. 2. Property Owner/Developer Lawson & Silek 160 Exeter Drive Winchester, Virginia 22603 3. Engineer/Landscape Architect: PAINTER—LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Contact: Mr. Ty Lawson Telephone: (540) 665-0050 Contact: Mr. John Lewis Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Marsh & Legge Land Surveyors. (540) 667-0468 5. Site Data: Parcel Area: 1.35 Acres P.I.N: 42—A-198G Zoning: B-2 Magisterial District: Stonewall Existing Use: Vacant Proposed Use: Office Space Front Yard Setback (R.O.W.): Required— 35' Provided— 264.10' Rear Yard Setback: Required— 0' Provided— 15.99' Side Yard Setback: Required— 0' Provided— 33.35' Maximum Building Height: Allowed— 35' Proposed— 30' F.A.R. Allowed— 1.0 Provided— 0.16 1st Floor Area= 4,800 sf Proposed Use: Office space 2nd Floor Area= 4,800 sf Proposed Use: Office space Total Building Floor Area= 9,600 sf (A 2,400 sf basement is proposed for this building. It will be used only for mechanical purposes.) Greenspace: Required— 15% (0.202 acres) Provided— 48.29% (0.653 acres) Impervious Area: Allowed— 85% Proposed— 51.71% (0.699 acres) Pr. Building Footprint Area= 4,800.00 sf Ex. Asphalt Pvmt. Area= 8,631.86 sf Pr. Asphalt Pvmt. Area= 13,280.50 sf Ex. Concrete Pvmt. Area= 1,328.00 sf Pr. Concrete Pvmt. Area= 2,419.00 sf TOTAL= 30,459.36 sf => 0.669 acres 6. Parking Space Requirements: Property Line Setback,', ''R6qu'ited— 5' Provided— 6.99' Parking Spaces: Required— (1) space per 250sf of Office Space 9,600/250= 38.40 spaces Provided— 39 spaces including (2) Handicap spaces Loading Space: Required— (1) space for 30,000sf-100,000sf of floor area None Required (9,600 sf proposed) Provided— None 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 Landscape Plan 9. Lighting: (2) lights are proposed for the parking area, Lighting will be screened to prevent glare onto adjoining properties and road right—of—ways. 10. Trash Receptacles: (1) Dumpster with screening wall. 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 12. Storm Water Management is provided by an existing storm water detention facility on site. 13. Environmental Features: Wetlands— No wetlands have been identified on this site. Flood plain— According to the Flood Insurance Rate Map for Community Panel Number: 510063-0105B no floodplains exist on or near this site. Sink Holes— No sink holes have been identified on this site. Steep Slopes— No steep slopes have been identified on this site. Woodlands— No woodlands have been identified on this site. 14. All Utilities shall be installed underground. TRAFFIC IMPACT ANALYSIS TRAFFIC IMPACT ESTIMATE DATA SOURCE: ITE MANUAL, SIXTH EDITION LAND USE; GENERAL OFFICE BUILDING #710 PROPOSED GFA = 9,600 SF WEEKDAY ® 11.01 PER 1000 GSF = 106 TRIPS 50% ENTERING AM PEAK HOUR ® 1.56 PER 1000 GSF = 15 TRIPS 80% ENT RING PM PEAK HOUR ® 1.49 PER 1000 GSF = 14 TRIPS 17% ENTERING � ,, I � "I - I 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. HARRY K. BENHAM P.I.N.: 53—A-52C ZONED: B2 USE: COMMERCIAL A6 OFFICE BUILDI G FREDERICK COUNTY VIRGINIA �I 42—A-198J l LOT 2 BANK OF CLARKE COUNTY a �� INST. #: 010018390 — — — — — USE: BANK _— ZONING: B2 .0010 i )' \ EX. FIRE HYDRANT s J01001e-� =:fir----------- ---=- �- PROPOSED TWO ® '• , •.. OFFICE BUILDING DING � RY CHEN 8c CHRISTINA TSENG �. �. \ e P.I.N.: 53D-3-2 •.. ZONED: B2 ® . ' . •( � / USE: 46 / ..milt \ ® LOT 1 \ \ i SPACE, LLC, LAWSON AND SILEK PLC ' 1.3519 ACRES DB: 958, PG: 482 1 EX. \ USE:VACANT l PR. USE.. OFFICE 2 ZONING: 82 EX. FIRE HYDRAN42—A-198H T MPN REALTY, INC. DB: 904, PG: 927 USE: COMMERCIAL ZONING: BZ 1 " = 30.0' ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST F&OOR F.F.E. FINISHE 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 CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WM INE WATER ��4�O T T 0�+ WPP WTP WOOD POWER POLE WOOD TELEPHONE POLEWV WATER 5'R RADIUS INL FEET ® JOH C. WIS *00.00 PROPOSED SPOT ELEVATION U x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH THE GUTTER PAN: PITCH TO BE A: IN 021621 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). �$ SHEET 1 /7: COVER SHEET SHEET 2/7: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET 3/7: SITE LAYOUT AND UTILITY PLAN SHEET 4/7: SITE GRADING AND EROSION AND SEDIMENT CONTROL PLAN SHEET 5/7: SITE LANDSCAPE PLAN SHEET 6/7: CONSTRUCTION NOTES AND EROSION AND SEDIMENT CONTROL DETAILS SHEET 7/7: CONSTRUCTION DETAILS ?' y' a. .'f/ A l...r .4+•r' 1.'A.J,:e�. � �Y..>�/ '�!..„;9af.:�� cj h^�:�til ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL i SITE PLAN, ­i , ,I . EXETER RIVE - TREX CENTER STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®pointerlewis.com JOB NO.: 0501006 SHEET: March 1, 2005 1 /7 Latest Revision Date: April 25, 2005 oc- \ RW (815.37) .'a' _ e s P�1um6 k .0i�kv RIM 813 67 �P I I ,� •,k• � �I � / INV.IN=809.5 I � � I INV.IN=8O9.00 4 1 h`�� - II ,�--�►�k,—,�Oi/T=808 50 9j� I 1kP5� 3 + 810 �� A I `0� � Ohl �koh� / w `o bTM 0` R/M (10. f0) �` ----- - -- -- / INV.IN 805.30 RIM (813.74) GRATE (81J19) — \/ INV.OUT=805.20 �`INV =809.89 ,5� .ti `` ,kP. a�� PR. SA�ICU�NE k. I ` Y. ` / / ,1 / j / 314" PLA. J GLM �, 0� � / GAS STUB k: z / REMOVE EX. PLANTING BED. ` P II SANU; ND REMOVE S EX. CURB AND _ PVMT. STOCKPILE PLANTS AND k STONES TO BE REPLANTEDAS SHO MAC WTH THE LANDSCAPE F��r �C:. I �,.�Q � 'a�- `\Q\ INSTALLATION LLA 110N PHASE OF THIS -1 � 111 J�° _ ,�� bF� 81S PROuL�CT. RM/ ( 0 / INV.IN=807.70 i ¢`� INV.IN-808.20 �� , II �\ 1�= gWV i� 1/04 1.14 `�o ��. ���,� ^V h INV.OUT=807.70 IN , Q II I ` ` V.I4.9 N 076 0. v� i INV.=804.66 �� `� I ..�,,. ► `� G b EX. ION—EXCLUS/ l�E \ INGRESS/EGRESS ESM T 815 Ilk REMOVE EX. CONIC.- + O 3"EVERGREAROUND SAN MH EX. MH TOP TO BE h \ o� °. �- ram= �`�- o�3p E _� / ( l�" ` ��� II RAISED. SEE UTILITY P N. �54� MOVE EX. CONIC. `e 10� *4 160 I 4" e`' �� 01�.��. �+ �° AROUND SAN. MH. 4. ,^ 4" - a` - 7 �\ II EX. MH TOP TO BE + \ / \ / .7 = ���y C�13 �` EX. IRRIGATION C TROLS e' R/M (804.70) JJJ 7T7ATE , ��"`_ - �- :� `� II TO BE RELOCA D \ 6 �'" R Aar +`° \ II 1� RAISED. SEE UTILITY PLAN.- \ 92) �CM£RJPf1_ ieA��_ AP / ` / \ I �/_ `� 1 - - - �-- 1144:50 1 \ s 17, Q { \ 01 -' �h c 80&�* °�'3'- �,'F' ep�� e / lAi�=803,86 h, L-/ -- ,o�'a`'_ RM%816. 2 - _------w---- \ \ .` 0 0, _cc EX�DiMINA ,� ` INV.AN-804:6 ° \ II �S INV.-BQrSe2 - - - - _ _ _ - - _ = l`r z --- w-------w- \ EASEMENT f -'y II _ _ �1 = - = _ - - - - �'-w-------w----w------- \x39� \ } \ \ —� + I+ " AN. SEVER _______--__-_- -- /_--- ---- w--- -w-- \A\—'- 8 S= 12" /M (APPROX. LOCATIAN)-----w-------w-------w_ -w- —¢-- —u, --- ---- w-------w- w J - RIM=817.66 \°�o? lxlk __—wVy- �� A $EWER & WATER E T - _ Vic= _ _ _ 8'rSAN SEVER__-w----- -w-- ,,7 k5� �� -0.� \ \\\F� _ 93�_ - - _ _ _ _ _ _ - - -_�__ w-- - -- Jw----- ` �X. DRMNAGE o--- afi+ \ \ Do 636-7=---- -----w------- \ T w�---- ,� EASEMEN- a 1 ^1 Ww• w-------w j q� �ELEV.— 80\ \ ^;�A/ F 1g1 -- -5A1 - �i ��- �-� Q / \ LR ; 805 °�i TRB \��\\`� INV.IN806.10 , — \ e h INV.OUT=806.00 � -P`�s - ,_ h 81 5 ` P. // R� Jul � F, _ - / .�h _, `�� / •'/ F1\ \ '� 1� 1 OIII. WA J �L / T- -- 24 FN EX. WGETA AOrV �,�ANCUT AND REMOVE EX. CURB AND GUTTER TO EX. STORM STRUCTURE i—PR. SANCUT LINE R/M (818. j % IN =81 J.32 Q61 20 0 20 Scale 1" = 20 ft W rl � V Zf5Z (/) U�0 - z Z a Z Q. m ��: 3 W! C.)— � OU Li O pJ0 W:;� Y W W C '3 O Z W O u- ■ 6 J w _ _ N O N ^ re)E 0)U N Lr) L0 .� N N N ca � L v_ v co 1 W °: 0 O'v J u LLn)� j C a) U c°n a t E ° W(p U N U p Z LIJ Q a C) Z 1--Lj W J W � V) OW Off' �o Qr J L IS 21621 SSIONAL _ Z O Q_ U V) W C) OIZ SURVEY: C.I.: MARSH do LEGGE 1 LAND SURV. DRAWN BY: JOB NO.: 60 SS 0501006 SCALE: DATE: 1 "=20.0' 03/01 /05 SHEET: 2/7 ) v C2 on U 0 \ 200 6=m" >Z \ Scale 1" 0 ft / �z > s Ci PR. 6'x4' CONC. ST /\ i°o_ PR. STEPS RISERS�4� 312 12" TREADS CONNECT CONC. TO Z CURB. AS REQ'D. MATCH \ '0 EX. CURB ELEVATIONS. � 02 i FL I > \ ` 4" FL 3 O N � �� SEE ARCH. P ANS FOR // / \ / O o `°.� °e r*i S LOCATIONS T CHERRY 4 " FL E RGREEN _ �, CHERRY o > are _- \ • ` / --� /- - 4' RAP EX:: RIP RAP I I s...�: - - i CHERRYPip R J� > _.- / 0' v HC RAMP •• LAWN LAWN �Q 1 10. \ / o ii PR. GUTTER 5.9� / PROVIDE 4' PAN TRANSITION---15.00 CONG. WAS _, CURB CUT AT 4 WATER ESM'T HP T X SAN. MH .: �EX. 20' FCSA SEWER INSTALL 4'x4' CONC. f R g 00• \ DB 636 PG 93 PAD AROUND RAISED LAWN g .: R 100'R ', ° 5.5' C. - t \ v' i WALK 9•0o, 1' NDC - t� $ 5' CON 4. R WALK 1 BENCHMARK --- -- PR. DUMPSTER AREA AND ..° ---18•98' ` 11 COR. CONC. SCREENING WALL ENCLOSURE PR. GUTTER TP ELEV�gp9 3�� (SEE DUMPSTER AREA G, PAN TRANSITION N TPB- DETAIL FOR LAYOUT AND ' o _ CONSTRUCTION INFORMATION) ° MODIFY CG-6 IN FRONT I� PRO�DEPSTEFj2�ALIP IN I N PR. ASP 1' NDC , URB ERE TH FACECUR HOU HALT PARKING AREA / _ �_ '�►►�,� _ LAWN i o SEE D AILS BE 1 PR. U H T l EX. DR/I�EWA Y _ PROVIDE 4' CURB - CUT FOR STORM 20 0 WATER DRAINAGE 6 9, o !g 00' 180 �. MAPLE 1 - / � 78 5 _ -_ LAYOUTPLAN I EX. W6ETAT70M co / CONNECT PR. CONC. WALK TO EX. CONC. WALK. MATCH EX. ELEVATIONS - __-- AWCUT EX. PAVEMENT _ \ / AS REQ'D TO PROVIDE A SMOOTH APHALT f'-51DE1�AEX T' ••:'`: i_ t TRANSITION. ---------------------------- ------------= \ /- ONNECT PR. 1 CU AND ^� e GUTTER TO EX. CI RB AND :$'� S EX. RAMP CONC. > GUTTER. MATCH EX. C % WALK LAWN ELEVATIONS. I LAWN EXP _ D 5'R16.00 PR. RETAINING WALL y I ASEMENT ARE 16.33'R PR. GUTTER o USE: MECHANICAL $ LAWN \ sp LAWN P TRANSITION cn 20.00' typ c� o. l� v N 1st Fly AREk -_" EX. NON EXCLUS/ ICE ' �pOsf 7s.?'--eINGRESS GRESS ESU T • '` / / .. h K.> r20 0� �s 0 15.00 Fl�. • _ ���- /,� ��• ` � $ ° TOTAL AKk 9� NOTE: w `J 1�1•- 50. % COLLECT ALL BUILDING o , / +! .:-�.�, =...�1� r''•�`` 7• '° DOWNSPOUTS AND90 $ FL 3�i:___� _y--; e '�'. DAYLIGHT THROUGH FL _�_�_____�•_.:s-Cs'.-L'�IH O ' O3"EVERGREEN (n i ® Z._ �• PROPOSED FACE OF �4t/ FL FL3"EVERGREEN 4 I bD URB AS REQ D. 12' 4'R � �. �/ ONNE T PR. G�URG AND/ / \ o GUTTER TO EX. CURB AND / GUTTER AN GUTTER. MATCH EX. CURB / N TRANSITION ELEVATI S. $ SA UT EX. PAVEMt;NT AS EQ'D TO PROVIDE \ A OOTH ASPHALT TRA SITION. 1 .91 10'R GUTTER C TO CU AND GUTTER. M CURB 4.5'R ELEVATIONS. PR. LIGHT $� LWN 0 6.g \ \ ate!%MOM' TPA--_ _ - - � GLM o / lRM Nl I 8097 5 INV.IN=809.00 IN 011T=808.50 RIM (810.10) I --r'.-"�-------SIDEii'A£X�----=-------=-i____�. II '/\ \ i IN V. IN= 805. 30 RIM 813. 74 GRA ZE (813.19) " INV.OUT=805.20 ( ) INV.a809.89 � II � / / 2 \ 0 20 60 / 1 I III EX. RAMP / i /. GAS STUB \ z EX�APi GL o - II Scale 1 - 0 ft wv / RIM (813 20 ASEMENT AREA EX. WV f� ' II USE: MECHANICAIAS REQ'D. \ \ / / wv 0� INV.IN=808.20 Y/ I II wfe�f•[ / RIM 810.14 INV. OUT=807.70 I I ° : I Vr- / -- /i"v� e 8 ss .., ''� II 1st FLOOR AREA. y / \/ / I �� EX. NON-EXCLUSIVE I I z n�h� INGRESS EGRESS E5M'T ' y I I -d FLOOR 2,�QQ�f \ \° ��% \/ / n, ti /► '��II �, ° FLOOR / � FLOORAREA• s� - `�� TOTAL ,• 817.40 \ \��� �&FL lk FL FL FL I I I ••8 •e . PR. 4"0 SDR2 _ FL E[ O INV. (807.72): u �``} �•°�" SAN. LAT. 0 2.08% / (804.15) GRA7F ! `-� FL I •�°• • . •. .. MIN. SLOPE RIM (804.70) \ -0 PR. UGE - / \ \ / _ EX:: RAP I _ - \ ( CO INV. (805.81) P SAP ® PR. SERVICE MV-914:50 I _ RlM=816.32 INSTALLED INV.=803,88 II � � RNSE EX 3AN. BY FCSA -- / w_ \ `�a3� �P • R /NVIN=804:60 I l__ ,,. IN - ------ - w------- TIOP TO M7.Z0 � --- ---- w--- w------- / \ S� 9 C,yo\ Q 1� II ►NNfIRR GAl10NEWM _ r+\ �' w--- w------- j \ PR. LOCATI - -- - - = = � r = - - � -TAP BY-w---�.//---- \ 9•c \ FOR IRRIGATION II 1 PER FCSA B� Sqj •SEM _- -_-- FCSA ____w__---------w- �.-- \ y�� S��C� i R12. LOCATION)--w-------w-- \ \ ` r'9 JNV i% INS`ALLED: RY :FCSA - _ _ _ _ _ _ _ _ -- • ----- __ _ _ _ _ ° •• Z T __ R/M=817.66 �\// - T - Lw • \ � \ o �p��6Jr (805.42) i; -�s r= w-1-----w ----- •. q •. FCSA _ _ - --- ------ --- \p7��J /` 4 �,�- SEWER do WATER ESM'T - - - -'rSAN SEWER w -w-- - -w--- �' �EX. 20' B __ __INV v� - / ---w-------w-------W------- PR. INV. OUT= 812.28 -X ` -----w-------w --- w 81239) 36 _----w-------w-------w-- __- PR. 24 -15 a RC • . \ / i - - EXTENSION. MAINTAIN -w-------W--- R1M=805.34 - _w W----- BENCHMARK EX SLOPE (APPRX. 0_4476) // -- ELF :-: C. RIM 811.30 EX. 3A11. 1M1 TPB-- - INV.lN=806.10 _ TOP TO SId.10 ` \ \ INV. OUT =806.00 ORIWWA Y // i , / -- - ` `• � � �,. _ PR. 4' CURB CUT //It Af pm ye �k / UTILITY PLAN I EX I'£GETATT0,V _ _� :: -�- - w J A � IIQ w U ~� Z Z W 0 Z W ' w Z 5 CL °° o `'� W �0 U Q U � p�U Y o II Q W w tTjZ W OO LL ■ 0 J E C 41 N o .� cV 1 I CD(V ((Do W v v c W v' (o 00 Q) p v J V) 1 4� C: U w W cn0 a 0 E ° T E Z w Q a 0 V) ZOf W J w V) C5 O IZ n OF iN C. Ce No. 21621 IONAL SURVEY: C.I.: MARSH do LEGGE 1' LAND SURV. DRAWN BY: JOB NO.: SS 0501006 SCALE: DATE: 1 "= 20.0' 03/01 /05 SHEET: 3/7 5 dt ,41 RIM (81.667 ELEVA INV.I =809. I INV.IN-809.00 F1 4 — INK,0UT==808.50 h _ s11 e h. /0 T� I ���''�� i '�� ;, II l -- 6� � �� I 0. le 11 V INV.RIM I 865.30 ti�u GRA>F (813.19) / I ,,�;.: � � RIM (813.74) A, / MATCH) E. TC / a / ,, 1 0�k 4 cn \ INV.OUT=805.20 INV.=809.89 — I �h `%',;i ` ?. /. \ _ •.," FIG ' / 20 0 20 60 Z shy 41 �G+ / 'r / �J `P��� , � ,` ; 0 1 w = N6� CONIC.+, �b \Lu Scale 1 — 20 ft CC `�, l F �Q e'o y' a II \ ASEMENT ARE � , RIM ((g 3 �\ — - •:% II ,k�� 8�5 \ �1SE: MECHANICAL /ztwe1 � �� / \�. q� INV.IN=807.70 �� / {�. 4.85t+ ¢ \, the g `\ FIL \ ? INV.IN=808.20 Y/ 15. //R/M�81 .14) 0 ^ \�� �■i�I �� AI I FG INV.IN- 04.76 1, . ~' �� 1NV.OUT=807.70�, ATCH E . C �� � \ -7 \ y 1ON INV.=804.66 ' FLOOR --ARE 8 FI" 2+ FLOOR 9, 815 817.40 iiallvllLL.LL 5.84 +'�" 4�j / \ n�,/.{�,•—\ :0_ • I TC 817:. a., �'►•r✓7 y� \? e aM 0�`y` 0, .- �� l� `.rt,A� + I ` I I moo° C C. Q Q� oo RIM (804.70) \ / �v'►'�7 ` �A7E — �� 813 _— '�'- / ti . +``��'` +\ — — Z WIN 77 a. , � o R� i 1 I �^ _ -- — �. �a� \��,p� / I +,� n 00 \ A` ��_ __ _ _ _ _ — _ _ — — _ _ — —--w-------w-------w--- Q \ M -----w------- w----- / � ,°o� I I — _ -----------w--------w------ _ — (, V) 0— \ \Nv r'8p� ( / ♦ 05. 42) i I ` \ \Q �c` ` �_ �� / T / j �p� _ Q -►- - _ - _ •-W - - 8 \RIM=817.66 ? J 1014, \v* Fph\ J .,, __-w------------w- - .�. �h. �—.�-- TICn i i------- w------- w-- - °91 IN / _�-,-r-� 16 +�6 O Q TIC W------'1 - EN MAR 805 e° ) - \ f"' INV 1N=806.10�_' , �. INV.OUT=808.00 P^ ` MATCH C `/ 0.` W TIC // / o �, ( / x __ �� 804 � 3 / � � �0.•~./ram <� T—t,y31 ,`A�`' � \ \ TC8.00 , q1 _ / TCAP $,6 817.65 /NV.=813.32 l -/ L \ + '`—� THE GRADING PLAN REFLECTS THE PRESERVATION OF VOLUME IN THE STORM WATER DETENTION PTHE EXISTING VOLUME IS APOND. GRADING PLAN THE PROPOSED VOLUME WILP IMATELY BEXAPPROXIMATELY 30,000 C.F. MIA_ - - was EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE ............................... 3.05 SILT FENCE 3.07 INLET PROTECTION —0 3.18 OUTLET PROTECTION Mo 3.30 TOPSOILING 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING Ps 3.35 MULCHING Mu "'o_- -7� 0 ur� "o'/ 44 20 0 20 CE Ps TO Scale 1 = 20 ft 400, 3F ASEMENT ARE o -\ USE: MECHANICAL \ Ps TO Mu KNLDW l MA: 4.I \ 8 ARE FLOOR AjEk 294W \ FLOOR AREA: '. \ \Now — — — — — — — —817.40815 CID \ / � 81300 \ / /,Ile rr I\ iL opAA I — / 16 EN AR�\\ / � � -' "-•-fir-.� _�\� � ���� -- ,� � � \ � ` \ / 1 _ _B15441 op\ \ \ 804 mPs TO u TO IL mu --t EROSION AND SEDIMENT CONTROL PLAN � V W ~ Z_ W C)0 M z 6 � > JW� N D W U U� Y LI U O w�W WW tTj w Z oDf W OO li C 60 ■ J a N E �, .. a o rn o CnN N � .N N N N I y +, (o (o 0 L 0 c� cD N v •E +, W 3. a; _ t o v J �> to�� v 0 +' 0 ._ c°n a�i .c .E ° W U 'o 'L w Q a �V) Z �UJ J W UJ D Z V1 0Z wrx �' v 1� N C. LEWIS s No. 21621 04 IONAL SURVEY: MARSH do LEGGE 1 LAND SURV. DRAWN BY: JOB NO.: SS 0501006 SCALE: DATE: 1 "=20.0' 03/01 /05 SHEET: 4/7 / / Co- 810 '�`� � �� $,a � � �=—.�-•�,.��_ -�-.ter-----�--� ��� \\ � -- (38)CH 812 /�x 0 3 "E GREEN� --- J�EVEN- /I l LHERIY Al -�_ — 8p9 -- — / \ _ _ — — _ _ — — _ _ — _ _--- w-------w 610 _ — -- - 3 --�`•-"'fit— 815 — — / / � � � ' �/ / /•` �� - _ .'tom-•---•�"'.y, AR 24" MAPLES` 20 0 20 60 Scale 1" = 20 ft NOTE: CONTRAC HYDROSEI AREAS DI OF THEIR (2) UPRI( TREES OF TO BE GL TREE WR RUBBER 2"x2" HAI 2 PER TR 12 GAUGE WIRE-DOL 4" MULCI- 3" SAUCE EXISTING SOIL MIX COMPACT TREE FRC UPRIGHT FIRM BEAT REMOVE 1 ROPE FROM ROOT BALL TREE PLANTING SECTION PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AR 10 Acer rubrum 'Red Sunset' Red Sunset Red Maple 2 1/2" Cal. 30' o.c. CH 38 Cotoneaster horizontalis Rock Cotoneaster 3 gal. cont. 3' o.c. IN 6 Ilex 'Nelie R. Stevens' Nelie R. Stevens Holly 4' height 6' o.c. IC 72 Ilex c©rnuta 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 4' o.c. PY 4 Prunus yedoensis Yoshino Cherry 2 1 /2" Cal. see plans TC 6 Tilia c,ordata 'Greenspire' Greenspire Littleleaf Linden 2 1 /2" Cal. see plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING NOTE: PLANT SPACING VARIES - PRUNE ALL BROKEN, DIS WEAK BRANCHES. ALL SHRUB BEDS 'TO BE EXCAVATED OF ALL EXIS TO REQUIRED DEPTH ANI W/ REQUIRED SOIL, MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE AL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF ALI BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION 04 100 815 7Z OD TC � \ X� LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 30,459.36 sq. ft./2,000= 15.22=> 15 trees Provided Trees: 16 trees Required Headlight Screening: 3' high along Rights -of -ways and adjacent properties Provided Headlight Screening: 3' high evergreen shrubs along adjacent properties. Interior Areas: 5% Interior Greenspace Greenspace Required: 13,280.50 sq. ft. (x) 0.05= 664.02 sq. ft. Greenspace Provided: 783.81 sq. ft. (or) 5.90% (1) Tree Per 10 Parking Spaces Trees Required: 39 spaces/10= 3.9=> 4 trees Trees Provided: 4 trees Buffers and Screening: None Required (Same Zoning District) 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 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 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. Ln O N W m U W 3 O F— I F— N1._1o1 Wa Q U N 0 410 — � U Z�—Z_ Q � W L) Z Z 0 lxW� m It D W� 00§p U � U pY JU O I� Q W�W W �ZM W 0 U_ J ■ CnN O o Lo rn E o V) N N N O cD (o , W3 v 0) �t 0 0 J 4; V)>L0�� 1 a� a) a WQ (n° t 8 .E Vol O o E ZLd Q a 0 Z� I'- LLJ J W :)Z V) 0Z TH W 6 JO EWIS No. 21621 6 �`SSIONAL SURVEY: MARSH & LEGGE 1 LAND SURV. DRAWN BY: JOB NO.: SS 0501006 SCALE: DATE: 1 "=20.0' 03/01 /05 SHEET: 5/7 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS 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, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT. 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. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. 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. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY MARSH AND LEGGE LAND SURVEYORS, P.L.C. A CONTOUR INTERVAL OF ONE (1') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND EXETER DRIVE. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. 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. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND 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. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS' SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. PROJECT DESCRIPTION Preparation for the construction of the proposed project will include the rough grading of approximately 0.8 acres of land. Grading operations will generate fill and cut material which will be utilized on -site. Existing Site Conditions The site is an open field which is now vacant. The ground slopes down from the northern boundary to the existing storm water detention pond in the southern of the site. Adjacent Areas The site is bordered to the North by the Trex office building parking area. The southern border is the Route 522 (North Frederick Pike) R-O-W. The western property boundary is the centerline of Exeter Drive, the access road through the Trex Center office park. The site borders a commercial development to the East. 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 materials as required to achieve final grades and specifications. Erosion and Sediment Control Measures 3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed at the location of the proposed main site entrance off of Exeter Drive. 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. 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 Aso preventitive measure a block and gravel drop inlet sediment filter will be installed around the existing storm inlet along Exeter Drive down stream from the proposed site entrance. The structure shall be inspected after each rain and repairs made as needed. Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be reimoved and the area stabilized when the remaining drainage area has been properly stabilized. 3.18 Outlet protection will be provided in the existing stormwater management pond at the outlet of the extended 15" RCP that is located under the proposed parking lot. Outlet protection will also be installed from the curb cut in the proposed parking lot towards the stormwater management pond. The stone protection will be installed in accordance with the specifications and details on the plans. 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 do S Std do 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. 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. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. 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 for h temporary protection with sediment trapping measures. The contractor is responsible o t e p y p and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: 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. PUR►TY(%) MIN. GERM.(%) Tall fescue 50 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 lb/cc 98 85 Winter Rye 12 Ib/oc 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/oc 98 85 Mulch: 1.5 ton/cc small grain straw Fertilizer: 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Install silt fence along downstream perimeter of work areas. 3. Clear and grub the work area. 4. Install storm sewer inlet protection. 5. Strip, stockpile and stabilize topsoil. 6. Perform rough grading of the construction area. 7. Install utilities. 8. Perform final grading of site. Apply seeding and mulch. 9. Remove temporary controls after work areas have been stabilized. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% OR GREATER EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT EXISTING PAVED ROADWAY - 1 STEEL OR _ WOOD POST FILTER FABRIC SECTION A - A NOTE: / SPILLWAY USE(HANNELIZE NDBAGS, STRAW BALES SEDIMENT BARRIER ORER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO RUNOFF TO BASIN ASUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. � IQ Q O I a I STEEL OR WOQ D POST 0 I I F W F W 36 HIGH MAX-\ Ld _F W > f AI A WASHRACK 2"-3" COURSE Z_ AGGREGATE T cr_® MIN. 6" THICK N O �` (t 12" MIN. O 1 �I0 I Z DIVERSION RIDGE F-- U) 10 FT MAX. SPACING WITH WIRE SUPPORT FENCE WIRE do FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST. RUNOFF (RECOMMENDED) STORAGE HT. 4"x6" TRENCH WITH COMPACTED BACKFILL 12" MIN. 'R FLo IrLov r"0R RUNOFF GRAVEL BACK OF SIDEWALK BACK OF CURB i 1 WIRE SCREEN OR l FILTER FABRIC WIRE SCREEN OR FILTER FABRIC STORM SEINER EXTENSION PROFILE --------- ----- SCALES: H 1" -50_0' V) 1" = 5.0' W GRADE -- -_- - - -, - -,PROPOSED XISTING GRADE 815 --- - - 815 810 - EX._214'-W0 SLOPE 810 --- 0 APPRX. 0.44% - PR. 24.00 - / MAIN CP r` W5 ----- ---- ---- W. - - - - - X. 8" SAN. SEW. - _--_ No 0 UJ a- ® `- W o_ N 6 • N 00 - -- - - --- +Z ~ M +Z 10+00 11 +00 A CATCH BASIN CURB INLET 2X4 WOOD STUD CONCRETE BLOCK ti A \ CONCRETE BLOCK PLAN VIEW PONDING HEIGHT CONCRETE BLOCK OVERFLOW IRS INLET CATCH BASIN X STANDARD DETAIL ALTERNATE DETAIL �2X4 WOOD STUD w 70' MIN. PLAN TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" SECTION A - A CONDITION THAT WILL PREVENT TRACKING OR 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE NOTES: FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. 1. USE BLOCK AND GRAVEL TYPE SEDIMENT OF -WAY. THIS MAY REQUIRE TOP DRESSING, NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. BARRIER WHEN CURB INLET IS LOCATED IN REPAIR AND/OR CLEANOUT OF ANY MEASURES REMOVED SEDIMENT SHALL BE DEPOSITED 2. E 2. R 6. ATTACH WIRE FILTER FABRIC TO THE WIRE GENTLY SLOPING STREET SEGMENT, WHERE USED TO TRAP SEDIMENT. AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. WATER CAN POND AND ALLOW SEDIMENT TO 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY SEDIMENT OFF -SITE AND CAN BE PERMANENTLY 7. BACKFILL AND COMPACT THE EXCAVATED SEPARATE FROM RUNOFF. PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. 2 BARRIER SHALL ALLOW FOR OVERFLOW FROM SEVERE STORM EVENT. ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 3. INSPECT BARRIERS AND REMOVE SEDIMENT STORMAFTER EACH SEDIMENT CURB INLET THAT DRAINS INTO AN APPROVED SEDIMENT TRAP SILT FENCE DETAIL WITH WIRE SUPPORT AND BASINGUARDS ENTRANCE/EXIT GRAVEL MUST BEREMOVED FROM THE TRAVELED WAY IMMEDIATELY. SEDIMENT BARRIER 4. INSTDALILNCATT EAS CALLED FOR ON THE PLANS. NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 finished SEWER sanitary sewer main R cast iron cleanout cap with brass plug must be 8" from the top of the screw type adjustable box g" square concrete skid pad y 20"x 2ON 6" deep cast iron cleanout cap with brass VALCO, Inc plug having a countersunk square Fig. No. 71 BOB head Panella Model PA4SV-CSK (4") with lid marked "SEWER' SDR 21 - cleanout pipe bottom section of box I SDR 35 gasketed bell wye (see note) SDR 21 brick base SDR 35 spigot by SDR 21 gasketed bell adapter SDR 35 gasketed _. befl 450 bend 6" stone bedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 FREDERICK COUNTY SANITATION AUTHORITY CONSTRUCTION N 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. 2. The water and sanitary sewer protion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When on existing water main is tapped for the installation of a new line: a) The Authority shall frunish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 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 department shall furnish and install all water meters through 2" in size. It In tM d@veI*Ws/oontreaWv nr'onsb#Itr to h" the msbr bw seser"bly b bdW ow ecklyL Before a permanent meter is installed: a) The meter box, with its frame and cover, mest 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 to 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) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1 /2"and 2" water services, the Authority shall make the tap and bring thepiping 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 No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. F '--ENDWALL, _FIELD MITRE, OR END SECTION STONE CULVERT STA. L W D STONE d50 MSD 15" RCP 20' 12' 12" 0.5' CURB CUT 30' 12' 12" 0. 5' CULVERT EROSION CONTROL DETAIL NOT TO SCALE SDR 35 spigot by gasketed bell 45' bend (see note) SDR 35 EIN4" gasketed bell Wye (see note) location marker stone SDR 35 spigot by SDR 21 gasketed bell adapter SDR 21 gasketed pipe and fittings 5' 4" pipe at 2.00% minimum grade concrete cradle if top of main is greater than 15' deep NMI 2' I Z W, Z O IO � 3' minimum Z U U O � Q SCH 40 I solvent weld cap i property line 36" min. cover treated 2"x 4" with - top 6" painted green Note: If top of mak,it' greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 14 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8"x3/4" or 3/4" 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH 1" 24 in. Dia. L Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) sidewalk Opposite Side meter box and cover 5 ft treated 2N 4" with top 6" painted blue 24" • yO ICI �. 11 a yam% 11 ✓r 211 M$2, �1 • .;: , 18" 1 " CTS polyethylene tubing 1 " coupling (PET) 200 psi with SS inserts (PJX FIP) C14-44 at all connections with SS insert and MIP plastic plug Same Side COPPERSETTER meter size Opposite Side Same Side 5/8"x3/4" VBHC72-18WD-44-44-B4 VBHC82-1OWD-44-44-134 3/4" VBHC72-18WD-44-44-134 VBHC82-18WD-44-44-134 1" VBHC74-15WD-44-44-B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge 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 and terminate level with angle ball valve]. 5/8"x3/4", 3/4" & 1" METER INSTALLATION (4 FOOT COVER) Figure 5 18" 00 % a- �O ~ Q O Z Z f-- Q W W 0ull J OW� N Z Z 0 J 0QO UZ� x0V)O Z OW w U Of U LLJ ~�Z Z W U�� Z0 X Q� W 3 > WEW� w m �" WH U OU W Y U_ pJU O �Q W UJ U LZLLJ � 0 LA- 0 � IxL l V) ■ U ■ J ■ E C6N «r O 0 n U') 0 .(n U) cV N I � cV i 0 cD (0 Q3i � W o � +- 3. -� +) Q'0 o 0 J Cn> �0 C 0 0 E Q 4- o W 0Q) . -c n. cn cn aD 0 - 'v E Ld Z a a U(A Z J W W Z o LLOZ UW TH OA17 v JOHN C. LEWIS No. 21621 �SSIONAL � I� SURVEY: C.I.: MARSH do LEGGE 1 LAND SURV. DRAWN BY: JOB NO.: SS 0501006 SCALE: DATE: 1 "=20.0' 03/01 /05 SHEET-6/7 �• 2"R 6 13' 7" COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 2" SM-2A 8" 21-A I —Eq I-11T COMPACTED SUBGRADE �I- TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE i• 2"R 6„ 13,. 1 7" COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE PER PLANS ..................... ....... 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) CONCRETE SLAB DETAIL NOT TO SCALE (THIS DETAIL APPLIES ONLY TO THE CURB ADJACENT TO THE DUMPSTER PAD) GATE HINGE - REFER TO GATE HINGE DETAIL C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1 /4"X8"X8" WELD AT CORNERS 5/8" THREADED ROD- WELDED TO STEEL GUSSET PLATES NOT TO SCALE 2"X4" TREATED WOOD BLOCKING BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1'-0" O.C. 18 GA. STEEL DECK PAINT DARK BRONZE =o = � 0 GUTTER TYPICAL 1' NOSE DOWN CURB NOT TO SCALE CONCRETE SLAB (SEE DETAIL THIS SHEET) SLOPE 1 �" 6" 1 "R 7" MODIFIED CG-6 CURB DETIAL TURNBUCKLES I I I STANLEY #1010 STEEL 18" c CANE BOLT -ONE PER GATE CASTER -ONE PER GATE GATE DETAIL FOR DUMPSTER NOT TO SCALE LAWN SCREEN WALL 6" DIA. STEEL - PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 18" 0 CONC. FOOTING - 3' DEEP (2 TOTAL PIPES-PNTD. TO MATCH CONC. GATES) N 1.28' 2.24' ONTROL JT. CONC. PAD 3.20' 5.73' — 5.76' 5.12' — LAWN CONC. PAD N O 0 3.84' ONTROL JT. ij z 0 Q z Z 0 0 6"0 STEEL---/ PIPE FILLED W/ CONC. (PNTD.) 6'-0" HT. WITH LAWN 18" CONC. FTG. TRASH ENCLOSURE/RETAINING WALL LAYOUT NOT TO SCALE GATE HINGE DETAIL NOT TO SCALE TYPICAL CURB CUT DETAIL NOT TO SCALE op, EDGE OF GUTTER 6' (OR AS SHOWN ON PLANS) 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 5.5' (OR AS SHOWN ON PLANS) Iv- e � . 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 BRICK CAP -SLOPE TO DRAIN-:: COLOR PER OWNER SPEC. CONC. BOND BEAM W/(1) #4 TOP OF WALL = 823.67f GROUT -FILL CELLS ® REBARS STEEL JOINT REINFORCING AT EVERY COURSE JOINT (CONT.) CONC. BLOCK (4"X8"X16") GREASE FITTING 4" SPLIT FACE CMU-EACH FACE PER OWNER SPEC. #4 ® 24" OC STEEL 'SLEEVE' WITH WELDED TOP CAP 1 ;PAINT TO MATCH GATES) „ 1 -0 6" 0 STEEL PIPE W/ T CAP -FILLED WITH CONCRETE #4 0 24" OC 13N (PAINTED) #4 ® 24" OC 3-#4 CONT. 3'-0" ;TEEL 'SLEEVE' SLIPPED )VER 6" � STEEL PIPE ILLED W CONCRETE SCREEN WALL SECTION - PAINTED) NOT TO SCALE :3 X 4.1 GATE FRAME CONTROL JT. IN was MODIFY FACE OF CURB IN FRONT OF CONC. DUMPSTER PAD. PROVIDE 1 1 /2" LIP IN CURB WHERE FC SHOULD BE. c0 I U ASPHALT PARKING AREA 2 STEEL CHANNEL FRAME GATES - PROVIDE CANE BOLTS AND CASTERS BORE HOLES IN CONCRETE TO ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED POSITIONS .� ■ MIMI . ■ • E it I �1 • �� �� a-An, Magi, rm •• , -_0 �� 1: :- @ ► -m u ICJ• �� • Emil IOEM NNS'.� CONCRETE SLAB FINISHED CMU CAP -SLOPE TO DRAIN COLOR PER OWNER SPEC. CONC. BOND BEAM W/(2) #5 (TYP.) 4" SPLIT FACE CMU PER OWNER SPEC. GROUT -FILL ALL CELLS PROP. GRADE 2.08% SLOPE 4" SPLIT FACE CMU PER OWNER SPEC. CONC. BLOCK (8"X8"X16") #5 ® 16" OC N TWh 816.33 VAN ACCESSIBLE SIGN—� —12"x18"STD. y RESERVED RESERVED PARKING PARKING —STD. U-CHANNEL POST VAN ACCESSIBLE n roo eoo n fmao-mo nw-Mwr zowE j Ar�r mw ACCEAN C SSIBLE SIGN PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. „•, WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND Q) WHITE PAVEMENT MARKING, z 4" WIDTH, 2' CC; 45' ANGLE w OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE EXTEND RAIL TO MEET ADA REQUIREMENTS 1-1/2" DIA. STANDARD TUBE STEEL RAILING SET IN 81 x 3" DIA. STEEL SLEEVES -GROUT FULL OWNER TO SELECT PAINT COLOR. LOCATE RAIL AS SHOWN ON SITE PLAN. NOSING (TYP) 12" ---3000 PSI CONCRETE 6 X 6-1.4 WWF(1.5" MIN CLEAR) #4 NOSING BAR(TYP) 5" FOUR RISERS REQUIRED SEE SITE PLAN FOR ADDITIONAL INFORMATION EXTERIOR STAIR DETAIL NOT TO SCALE 1p SPLIT FACE CMU PER OWNER SPEC. d1 b.67 m VARIES ES - ✓s15.00 I d14.33 ; 1, STEEL JOINT REINFORCING AT EVERY COURSE JOINT (CONT.) PR. GRADE SEE GRADING PLAN #5 ® 16" OC 2N « #5 ® 16" OC #4 0 12" OC 5' -10" RETAINING WALL -FINISHED CMU NOT TO SCALE NOTE: 3/4"x16" THREADED ANCHOR BOLT (TYP) LIGHTS SHALL MATCH EXISTING LIGHT FIXTURES FOUND IN THE TREX CENTER COORDINATE SPACING AND NO. PARKING AREA REQ'D PER STND MANU. 22' 12" 36" !OPOSED GRADE I a 8� � c G a-Q 24" DIA - L REBAR-3" MIN. CLEAR tETE(3000 PSI) #5 REBAR ® 8" CC EACH WAY 4' BY 4' CONC. BASE "LITHONIA BV2 250M R3 208 RPB12 SF DDB" OR EQUIVALENT SINGLE STD. AS REQUIRED PARKING AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATIONS) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE. PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL. PRIOR TO ORDERING LIGHTS. w J �I Z 0 F= U) W H w V IAJ ~� Z Z w�— VJ� Z XwQ �ww w w� m n" I �i D wF_wQO V > L p�V O �Q w� W w "" Z W 0 W W V J a Y/ C6cV N N 0 pr, E cn 41 N c0 N L. 0 c0 (0 N W 3 . �' �^ O 0 J �> �L� ... 1 o a� '� a) U w W o' (n n V) a� s 0 o - *p CD U W ~L`w z Q a C� cn zCE P:w Iw �� 0z U W ILT F � J � JOHN C. LEWIS 9 No. 21621 ON �SSIONAL SURVEY: C.I.: MARSH do LEGGE 1 LAND SURV. DRAWN BY: JOB NO.: SS 0501006 SCALE: DATE: 1 "=20.0' 03/01 /05 SHEET: 7/7 GENERAL NOTES 1. The property delineated on this plan is located along Route 522 (North Frederick Pike) in the County of Frederick, Virginia. The site is currently vacant. The owner of the property proposes to construct a two—story office building on the 1.35 acre site. The primary site entrance will be located off of Exeter Drive. 2. Property Owner/Developer Lawson & Silek 160 Exeter Drive Winchester, Virginia 22603 3. Engineer/Landscape Architect: PAINTER—LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Contact: Mr. Ty Lawson Telephone: (540) 665-0050 Contact: Mr. John Lewis Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Marsh & Legge Land Surveyors. (540) 667-0468 5. Site Data: Parcel Area: 1.35 Acres P.I.N: 42—A-198G Zoning: B-2 Magisterial District: Stonewall Existing Use: Vacant Proposed Use: Office Space Front Yard Setback (R.O.W.): Required— 35' Provided— 264.10' Rear Yard Setback: Required— 0' Provided— 15.99' Side Yard Setback: Required— 0' Provided— 33.35' Maximum Building Height: Allowed— 35' Proposed— 30' F.A.R. Allowed— 1.0 Provided— 0.16 1st Floor Area= 4,800 sf Proposed Use: Office space 2nd Floor Area= 4,800 sf Proposed Use: Office space Total Building Floor Area= 9,600 sf (A 2,400 sf basement is proposed for this building. It will be used only for mechanical purposes.) Greenspace: Required— 15% (0.202 acres) Provided— 48.29% (0.653 acres) Impervious Area: Allowed— 85% Proposed— 51.71 % (0.699 acres) Pr. Building Footprint Area= 4,800.00 sf Ex. Asphalt Pvmt. Area= 8,631.86 sf Pr. Asphalt Pvmt. Area= 13,280.50 sf Ex. Concrete Pvmt. Area= 1,328.00 sf Pr. Concrete Pvmt. Area= 2,419.00 sf TOTAL= 30,459.36 sf => 0.669 acres 6. Parking Space Requirements: Property Line Setback: Required— 5' Provided— 6.99' Parking Spaces: Required— (1) space per 250sf of Office Space 9,600/250= 38.40 spaces Provided— 39 spaces including (2) Handicap spaces Loading Space: Required— (1) space for 30,000sf-100,000sf of floor area None Required (9,600 sf proposed) Provided— None 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 Landscape Plan 9. Lighting: (2) lights are proposed for the parking area, Lighting will be screened to prevent glare onto adjoining properties and road right—of—ways. 10. Trash Receptacles: (1) Dumpster with screening wall. 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 12. Storm Water Management is provided by an existing storm water detention facility on site. 13. Environmental Features: Wetlands— No wetlands have been identified on this site. Flood plain— According to the Flood Insurance Rate Map for Community Panel Number: 510063-0105B no floodplains exist on or near this site. Sink Holes— No sink holes have been identified on this site. Steep Slopes— No steep slopes have been identified on this site. Woodlands— No woodlands have been identified on this site. 14. All Utilities shall be installed underground. TRAFFIC IMPACT ANALYSIS TRAFFIC IMPACT ESTIMATE DATA SOURCE: ITE MANUAL, SIXTH EDITION LAND USE; GENERAL OFFICE BUILDING #710 PROPOSED GFA = 9,600 SF WEEKDAY ® 11.01 PER 1000 GSF = 106 TRIPS 50% ENTERING) AM PEAK HOUR ® 1.56 PER 1000 GSF = 15 TR PS ENTERINGPM PEAK HOUR ® 1.49 PER 1000 GSF = 14 TRIPS �80% 17% ENTERING) 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. TOO EWALL MAGI TERIAL DI I HARRY K. BENHAM P.I.N.: 53—A-52C ZONED: B2 USE: COMMERCIAL Q. FREDERICK COO UNJTY IJMMNZ A 42—A-198J % LOT 2 BANK OF CLARKE COUNTY VAN,- ���� INST. #: 010018390 — — — USE: BANK ZONING: B i ago �EX. FIRE HYDRANT 1 • ozool* O00, +:�r--------i--y--------12/Z 1 755- \ \ \ 42-,A-198M \ \ LOT 5 SPACE, LLC \ 0 ` NSUSE O F 6 �3 a ZONING: B2 PROPOSED TWO STORY / CHEN & CHRISTINA TSENG / 1 ® OFFICE BUILDING P.I.N.: 53D 3 2 ZONED: B2 USE: 46 i 42—A-198G r / # LOT 1 :.;, :..... •_:. . ...... •.'.,. . ® „ SPACE, LLC, LAWSON AND SILEK PLC 1.3519 ACRES DB: 958, PG: 482 \� / EX. USE: VACANT / PR. USE: OFFICE 2 l ZONING: B2 p • `` / i�40 42—A-198H ® — EX. FIRE HYDRANT / MPN REALTY, INC. f DB: 904, PG: 927 — USE: COMMERCIAL ZONING: B2 lot = 30.0' A • e ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD 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 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 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: 0 I C. ILEW6U 6" 0221 �®�NA SHEET 1 /7: COVER SHEET SHEET 2/7: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET 3/7: SITE LAYOUT AND UTILITY PLAN SHEET 4/7: SITE GRADING AND EROSION AND SEDIMENT CONTROL PLAN SHEET 5/7: SITE LANDSCAPE PLAN SHEET 6/7: CONSTRUCTION NOTES AND EROSION AND SEDIMENT CONTROL DETAILS SHEET 7/7: CONSTRUCTION DETAILS v h,' r; ��, �y-•> ` y 1, A4Cn ONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL I MN SITE PLAN EXETER DRIVE - TREX CENTER STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PAINTER-LEWIS P.L.C. 116 South Stewart Street Winchester, Virginia 22601 IF Telephone (540) 662-5792 Pop 1P ^ Facsimile (540) 662-5793 Email: office®painterlewis.com CONSULTING JOB NO.: 0501006 SHEET: ENGINEERS March 1, 2005 1 /7 Latest Revision Date: April 25, 2005 4�\ RIM (815.37) �ti1 �61 \roil tA- i II l RIM (813.671 I INV.IN=809.75 INV.lN= 00 =,Rnq lN.f�iO(/T=B08 50 �1 Q 1 / \ i 1 z 0 Q- o V) w 5. w cc -• - ,� - Q pP�°x'''GLM d 810 \ 34p1 / RIM f 10.10) ha\ ` `�`' g ` / II I ----- fa_5!-AZIt,•' ----- --= -- \ INV.IN 805.,30 RIM (813 74) 0,"� GRA IE (813.19) — \ 11 / i�•�'- ,b 'A\ ,�" V� 0� ��k 4, I ,� ��+, INV.OUT=805.20 � INV. %9.89 \ ti Q ��t`� �^ � a ,� �j GAS STUB swu 0 \ A RCP c� REMOVE EX. PLANANG Pa ND (REMOVE STOCKPILE PLANTS AND b\ % EX. CUR AND PVMT. cp ,�-� /, \ STONES TD BE REPLANTED h� AS ~ \ WTH THE LANDSCAPE IN ALLA AON PHASE OF THIS `,a\ 14- RIM k6\ 8�5 PRO�LCT O o {� INV.IN 807.70 �' +I�Q �. ,p1 Z �.,� , .� t��ti INV.IN=808 20 Yi I I I \ �` $ 81 .14L �Q,o-�+ �� -- �5� INV. OUT-807.70 � �� II a; \ -A� h INV.( 4.7J6 1 i INV.=804.66 EX. ION-EXCL USI IE ;. INGRESS/EGRESS ESM T -i. � +`¢�o 815V • . < <� ° -► „_"1-� J �/ 0` �\ v� _ t�� I II a'� REMOVE EX. CONC. �\O.3'EVERGREE�`�` k o�u,��s\ II +�4' AROUND SAN. MH. �111 EX. MH TOP TO BE . 1 0\ �9\ =�--- ��o\ �"� n3• {''E t + �e` II RAISED. SEE UTILITY PUAN. 0\y�� MOVE EX. CONC.AROUN / \ �C CHC 1 ``� \ 4 - ,� 1� f_ - 00 . \ I I I C j ` EX. MH TOP TO BE ,� ti EX. IRRIGATION TROLS e` RIM 804.70 \ b \-� �— CHERR1813 --_ / TO BE RELOCA D RAISED. SEE UTILITY PLAN, ( ) \ 1ATE 1-� RIAP 92)-40 NV \ S, • Q o l C .(,�r -i c� \ �c 808—:�'°� �, ��.X• / ltii!=.3 6, - a' R1816. 2 _ _ _ _ _ 3o= -w---- \ °° R f I +�� ' ntkeC `�' `-, - INVIN & s o II ` lNV --MAE 2 - - - - - - -----w------ b ° �y� I ao,''' +\,':' _E ANT'i �— 1 II �� _ - _ �1 _ _ _ _ M --w------- w-------w-------w--- +� V / -- S,qN. ° I I JyM (APPROX. LPON)OCA-----w-------w_-w------ 1` 05 42) , I �P� r� / 10_ -.-+- 1----w------- w---- h-- - !� > RIM=817.66 + , 1 FCSA SEWER WATER E9 +`� _ - �_ _ _ _ _ = g'rSAN SEWER_ ---w-------w-- -wti_ ay\ I. DRAINAGE DB 636 PG 93�-_=-_ ________-.---w-------w--- - wog, --- ---* \ rX T�� --w --- jw ---- - +��� / — ti 812 3 a �Cpp� EASEMEN -744- — — __— ---'- e zzzz 0 \ ��° ► 805 s TR �B l �� �ELEV.� \ \ `�ti NV IN=806.10 —' , �, ___ — _ �� �` / 01 • l i 1 fi� •`\ \ � �`� ��-- INV.OUT=806.00 + � � � —�''— 815 ` + /fit\e�, �� / \c,`'it,� 1 s•� \111 +\ � - +l0`a P,bOI / / \ � tl� t1Qb ^ AWCUT AND REMOVE O to EX. CURB AND GUTTER 804 TO EX. STORM STRUCTURE N jo 3 �o ICE WAY �.Q� // / / o / �• J / `� < -tee_ \ ,� / �,1 \ ` lq, PR SAMCUT LINE(o C Co A �� e ` �L `• / / �� �T .. ^ h\ \ \ L.v- (olb �O N (818. (D 'o, O 0 v - +`Q�� /—_, �` ► 1,,. +�� 'T`'".---J—�'•. / . / \ P INV.=813.32 W > MAPLE/ T i'� ••�� Qba ` \ �0.�\ +a� e� O }, o O <e4l 4MVAM Lu N fN / / � ' Q��`, / EX. W6L'TA )700V / yea\ L` w _ Z --- a 20 0 20 Scale 1" = 20 ft W 0 V)ZOf H W J W ::)Z V) OZ Uw J L IS 21621 N' �`gsIONAL �' SURVEY: MARSH do LEGGE 1 LAND SURV. DRAWN BY: JOB NO.: SS 0501006 SCALE: DATE: 1'=20.0' 03/01 /05 SHEET: 2/7 'x 100 / � CONNECT PR. CONC. WALK i TO EX. CONC. WALK. MATCH / `c� EX. ELEVATIONS 4 y� AWCUT EX. PAVEMENT - ' AS REQ'D TO PROVIDE �/\ I p � 20 �p ,4�� A SMOOTH A PHALT1. . - -- SLIDE _..�'_----r=� ----- -- '--- / TRANSITION. -, - ONNECT PR. CU$ AND ,�� � CONC. \ �'\ S / Niiiii GUTTER TO EX. EX. AND •'EX. RAMP LAWN �r ELEVATIONS. MATCH EX. C AWN °` WALK `L°' i°- \ �Z \ Scale 1 0 f t / � EXI� AA P 16.00 PR. RETAINING WALL / s- C . 6.ASEMENT ARE o� ?� I 16.33'R P. GUTTER �.. �'' USE: MECHANICAL LAWN \ \ `�`'-> 9. S° LAWN PT TRANSITION \ slaso 5• 20.00, typ o 'L; PR. 6'x4' CONC. STOO 18.99 ry� AkA, PR. STEPS \ �- i � • r / :'•.:... \ EX. NON-EXCLUS/VE f ✓`�� ✓� �, ry s" RISERS 8 f Wes^__ G �4� 312" TREADS ^�� .',y F h� INGRESS/EGRESS ESM T 0 15.00' � CONNECT C 0 EX. �Y /`-2 1s9°, 0 22.00o °� ' AK� 9� N 'Z�, CURB. AS REQ D.TMATCH h ?�' $ • ' �AL (w�• COLLECT ALL BUILDING o ��, EX. CURB ELEVATIONS. ,� ��`_-a.�� - - - - - - _ �� ��.>-y f S0. 7• t W7.40 DOWNSPOUTS AND ` _ _ _ `n _ _ o �.�• d'"'' DAYLIGHT THROUGH $ : fpH' v I o z �� PROPOSED FACE OF �1 % ------ FL --=�_�__ - O3"EVERGREEN N _ ® _ / FL FL O CURB AS REQ D. A / 0 3"EVERGREEN ? °' I d.;8o z.. (SEE ARCH. PLANS FOR CHERRY 4" FL E ERGREEN o "' ��•• ��*+ S LOCATIONS - 9 CHERRY o0 - - - - EJf PIP:RAP - ��'- / CHERRY RA 17 v 0' Q / v HC RAMP 1 10. g• LAWN LAWN %P '• _ ° c PROVIDE 4'- PAN TRANSITION 15.00' 5.9� CONC: J' CURB CUT AT WATER E,T HP/EX. SAN. MH 20' FCSA SEWER INSSTALL 4'x4' CONC. 'R - vi 9.p0' PAD AROUND RAISED LAWN i DB 636 PG 93 1 - Nki-TOR 100'R 'R 5.5' C. $ 9.00, + WALK - t $ 5' CON / - 1' NDC WALK / I PR. DUMPSTER AREA AND lg g, 4. R BENCHMARK I A COR _ -.- -� (SEE DUMPSTERWALL AREA ENCLOSURE PR. GUTTE N 12' \ TRB- DETAIL FOR LAYOUT AND w PAN TRANSITION / f \ = CONSTRUCTION INFORMATION) s • MODDUMPSTE IN FRONT $ � 4'R � / ��. PROVIDE 1 1 2 LIP IN CONNE T PR. . CU A14D \ o GUTTER TO EX. CURB A D - 1' NDC URB ER' FACE PR' ASPHALT PARKING AREA^� TRANSITION AN E ETVTAEn MATCH EX. (,'t1RB / / - LAWN i F CUR A H BE. ry -SA UT EX. PAVEMT SEED LS� $ AS EQ'D TO PROVIDE PR. U T \ A OOTH ASPHALT EX. DRI TRA SITION. VEWAY � • - - .-� PROVIDE 4' CURB o i 18.91'` 10'R GUTTER TO CU AND CUT FOR STORM o _ 1, / -CONNECT P CURG D WATER DRAINAGE g , I I I x ELEGU VATIONS.Ay Army CURB �9 00 24" 1 7.77� •� �".. -� 1 MAPLE' \ I LAYOUT PLAN I EX WCrrAnM 4.5'R` PR. LIGHT LWN 20 i f Xx RIM 6. INIOU 8 V.808.50 RIM (810.10) II I-. •''•, . _ .._--SIDEi�ALX'r" ------ `-- =-E- ___ v- N INV.I =805. JO RIM (813. 74) GRATE ('813.19) INV.OUT=805.20 ` INV.=809.89 I II / i / ! \ 2 0 20 60 "EX. RAMP / 3/4 " PLA. J GLM 7D� " p e• GAS STUB z EX A P I I I 24 \ \ \ - 1 II o \ Scale 1 - 0 ft wv ASEMENT ARE A-REt6 EX. WV� RIM (813.20 \ �, / I / \ I I USE. ANIMAS REQD. INVIN=8770 MECH WV O�KNLDW INVlN=808.20 I I i>l�E //RIM (810.14 /NV.OUT=80770 II� INVIN=804.76 FLOW AREA: 4005/ �� m can � \ INV.OUT=804.66 _ EX. NON-EXCL US/ VE I I z I • . Zfid_FL�' 4ff���s \/ INGRESS/EGRESS ESW T ;� .. y -- � �. Z, / / `�''/ / vim` � i ..^ / ''�•i�s' '',•,° '� AL OMCE r AREA g' \ `&TOT FL Q / � ♦ � � _1 _�__ *- • ':""�''""''�"!!`_ .--�' /' NI I II � i°.• '•°. ` may- / TE NV \ FL FL FL FL til'y /NV. (807.72) U I I I •r.;r> �, / (804.15) /`� FL O J yPo•a$, PR. 4"• SDR2 RIM (804.70) \ `�-,� I ' • .'• MINK' SLOPE 2.OSX -� GRATE PR. UGE- \ \ / r--, E.X.: :RIP: RAP I I er► . ' __ __ - PR. 1" wM I _ PR. CO SERVICE (811.92) INSTALLED IhINI! (eo5.81) P-RAP I �,■,, - - __-_-_-- \ \ Q P �1-- �X fr'lK=$14:50 I ° R/M=816.32 BY FCSA \ SAX \ �• Q v . EZG INK=BO'J88 Wi/ s ,. ': RNA EX SMI. INV.=805.82 - _ _ _ _ _ _ - -ia- -----W-------W --- W �9• 5 INV.IN=804.60 I ABANDON EX. _ _ _ \ Ste, gyp\ Q 1 I WM'�IRR ND ION X. 70P TO W7.20 � _ _ _ _ _ - _ _ - - - M� � --w--- w--- w / x3� PR. LOCATION i _ _ - - - _ r --TAP BY -w-- \ 9 \ II , PER FCSA -: •SEM£�` _ _ _--------w----_ t--- C \ yF�O,,,,��R IRRIGATION S- SA* __ FCSA INV. �/ INSTALLEDCBY :FCSA I 1 _ - R _ _ _ _ _ _ _ - " W LOCATION) W % _- .. ' 12 __�--=MP------w----�- \ � / (805.42) ii _ _ _ _ = - T ----- - - .`W \ �► �o -_� _ RIM=817.66 _ - _ _ - - ----w-1-----w a ,6 i� EX. 20' FCSA SEWER & WATER ESM'T _W--- - _-__ =_=_== 8---- SEWER w-- DB 6_36 PG 93 - - - w-------w-------w------- PR. INV. OUT= 812.28 -X � ` " i __ ----- - ---------W------W------- 81239) 36 _--__W--_ -W- -W- _W PR. 24'-15 0 R i ------- EX SLOPE (APPRX. 0.447.�- BENCHMARK \ __ /� � - EL R 7-_CONC..R/M (811.30 EX. sew. MH TR ��_ E_L�V =_B09.32 --� \ /NV.lN=806.10 1w TO OW10 INV. OUT =806.00 Msw EX. DRIVEWA Y ` • �► PR. 4' CURB CUT // 3 � � ` 1� ~ � ��'�•-.- - � ,� RIM (818.32) f INV.=81 3.322 FW UTILITY PLAN I EX WGETAnM - _ _ _ IL U U � :Z. CL Z Z Q U Z Z Q W Z Z U C�j LL LL � * * M_ O O O NN-:o1 w J H � V Z N Z W U� M Z W W CO (Q D W w U Q O LL. pY JU O �QW W� LZ� W w D O WOW W J a N ro) rn E 0 C N Ln U-)V) . _2 (n N N I cV L_ v_ (0 c0 � Q) a; Q' o o v J V)>Lr)�# 0 Q) WCO O � O 0 0 1 CO U 2 ~ U p E 7 Q a 0 U) Z� F- w J W V)C5 O IZ TH OF t � J N C. No. 21621 10NAL SURVEY: MARSH do LEGGE 1 LAND SURV. DRAWN BY: JOB NO.: SS 0501006 SCALE: DATE: 1 "=20.0' 03/01 /05 SHEET: 3/7 � ky1 h1�1 aR`L, ",bt s r1 RIM I =183067=MATCH 9 5� _amINV870 RIM (10.10) \ t�, INV.I 805.30 ` ' GRATE 81119 � a15.2i1t \ INV.OUT=805.20 RIM (813.74) i 1 /NV.=809.89 — ` MATCH El, qo I bhI Rw O� �w . jN•�� � �°, INV.IN=807.70 \ c, /NVIN=88.i20//RIM 4 INVOUT=80770 IN = ,a�� ..88 6 INV.066 ol \, P,. � i t`' tP`�-� -'•`. �7+-- L i ` • Y��'i�� `Qt1�'. \ ` D1 r.. I I +\ i + � -�n, _ ^�•ti- ' � - • � " ' JY - Jam- �' O nk ,h^, , .+y------_,i •_..ate- / RIM (804. 70) 4A7E '�'—� �_�_ - _81� I' I( 92) l i X \ / 00 CD C ,(�� -i'" 08— •4 •fie— e / o ,I 1 °J // ce a? -- _ _ _ J�— _ �,� W 4� __ �w------- \\ EN 805 �° / > \EL�V -\ \ aImNMV 1N=8063 D !1/INV.OUT=806.00_ - —_ 41 �� L -•_• 815 — // 804 0, 1L4, l l l .9r TC� / \ .0 THE GRADING PLAN REFLECTS THE PRESERVATION OF VOLUME IN THE / STORM WATER DETENTION POND. / GRADING PLAN THE EXISTING VOLUME IS THE PROPOSED VOLUME WILL BE APPROXIMATELY IMATELY L AP ROXIMATELYY 30,000 C.F. 1 � i _ - - A, 9� � 14. I h�/ 20 4 FG � k�16 \ \ 8115.2 ICE g V 15. Ek-40M \FG 1h . DR AREA S• \ 815 i�%.40 T EROSION & SEDIMENT CONTROL KEY - 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 3.05 SILT FENCE 3.07 INLET PROTECTION 3.18 OUTLET PROTECTION 3.30 TOPSOILING 3.31 TEMPORARY SEEDING rs 3.32 PERMANENT SEEDING 3.35 MULCHING omu 810 / 03 vo 44 CE 81 Ps0OF 5 ASEMENT AREk"'�. dd ��' �. / 5 \ USE: MECHANICAL Ps M y� FLW A: QN V ' ,yam ' "___._ • • FLOW Ps \ '- •.- r' - ----•--.mod. ��Y J-'.rl / � / /..'- -- BOB— 700 r\ op Ah V. \ EN MAR 805 /- T 815804 o i C -ate7a rim k \ -� EROSION AND SEDIMENT CONTROL PLAN .E Scale 1" = 20 ft w-------w--- w-------w------- RIM=817.66 J�� a r ti ATCH EX. TC 1 !f II 8� 3F \ / 20 0 20 Scale 1 = 20 ft N �\ f \ \ ' 815 ao \ V b \ 00 OF / _ 1 / t,.l J It F- 0 W 0 W CL WU �� z g z U 0 0 z o w waW�',I0v C)N2�Y 0: U O 3jQ LizW W O 1�" V J r - �. o N Q, r,, rn E o N � NU 11 .� 1 I N w�� a3i v v •v co �p N •1 W a� o'er o v v� Lo N Wco (n N •E v'o O 0 0 Q a 0 (, Z J W D Z U) 0Z rUr^^ vl W d z O � N C. LEWIS s No. 21621 �SSjONAL SURVEY: MARSH do LEGGE 1 L LAND SURV. DRAWN BY: JOB NO.: SS 0501006 SCALE: DATE: 1 "=20.0' 03/01 /05 SHEET: 4/7 / OOP ' I ICOF 4 870 (38)CH i 812 0.3 GREEN' 00 4/ _ ' _____ 7' _ — —53F'ter -w-------w-------w---- w-------w-- W-=-- -w- _ — -----W ----- \ - - 842 815 - L co IL / \ MAPLE g11 20 0 20 60 Scale 1" = 20 ft NOTE: CONTRAC HYDROSEI AREAS DI OF THEIR (2) UPRI( TREES OF TO BE Gl TREE WR, RUBBER 2"x2" HAI 2 PER TR 12 GAUGE WIRE —Del, 4" MULCH 3" SAUCE EXISTING SOIL MIX COMPACT TREE FRO UPRIGHT FIRM BEA' REMOVE llir ,i,, %j, nLL UurNL-nr cL ROPE FROM ROOT BALL. TREE PLANTING SECTION PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AR 10 Acer rubrum 'Red Sunset' Red Sunset Red Maple 2 1/2" Cal. 30' o.c. CH 38 Cotoneaster horizontalis Rock Cotoneaster 3 gal. cont. 3' o.c. IN 6 Ilex 'Nelie R. Stevens' Nelie R. Stevens Holly 4' height 6' o.c. IC 72 Ilex cornuto 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 4' o.c. PY 4 1 Prunus yedoensis Yoshino Cherry 2 1 /2" Cal. see plans TC 6 1 Tilia cordata 'Greenspire' Greenspire Littleleaf Linden 2 1 /2" Cal. see plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING 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 BACKFILLEI 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 �\ \ SAIL MIX BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION \ ` OF AUJAI tN CLAN BED) \\\ LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 30,459.36 sq. ft./2,000= 15.22=> 15 trees Provided Trees: 16 trees Required Headlight Screening: 3' high along Rights —of —ways and adjacent properties Provided Headlight Screening: 3' high evergreen shrubs along adjacent properties. Interior Areas: 5% Interior Greenspace Greenspace Required: 13,280.50 sq. ft. (x) 0.05= 664.02 sq. ft. Greenspace Provided: 783.81 sq. ft. (or) 5.90% (1) Tree Per 10 Parking Spaces Trees Required: 39 spoces/10= 3.9=> 4 trees Trees Provided: 4 trees Buffers and Screening: None Required (Same Zoning District) 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 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 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. Lo O W w J U W D O Qf a- m U m N1 � V ui Q Z�;z Z� a n � 0: M, ��D WW 00 U U- pY �U O XQ W W 0 Z W W � LL_ O rn rn E o N Ln u7 .� V N N I N v •E cD (D (,4L N W o 3. -qq- � ) J �> L0L� " 1 L C •� a) o w W� o 0 s. E to o _ ca U T 0 0 �� ~� E Z t Q a 0 In Z0� l— W J W ::)Z (n C5 EL C) OW � JO EWIS 9 No. 21621 'P `tiw.SIONAL SURVEY: C•I•: MARSH do LEGGE 1 LAND SURV. DRAWN BY: JOB NO.: SS 0501006 SCALE: DATE: 1 "=20.0' 03/01 /05 SHEET: 5/7 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS 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, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER' SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT. 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. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. 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. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY MARSH AND LEGGE LAND SURVEYORS, P.L.C. A CONTOUR INTERVAL OF ONE (1') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND EXETER DRIVE. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. 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. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND 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. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. PROJECT DESCRIPTION Preparation for the construction of the proposed project will include the rough grading of approximately 0.8 acres of land. Grading operations will generate fill and cut material which will be utilized on -site. Existing Site Conditions The site is an open field which is now vacant. The ground slopes down from the northern boundary to the existing storm water detention pond in the southern of the site. Adjacent Areas The site is bordered to the North by the Trex office building parking area. The southern border is the Route 522 (North Frederick Pike) R-O-W. The western property boundary is the centerline of Exeter Drive, the access road through the Trex Center office park. The site borders a commercial development to the East. 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 materials as required to achieve final grades and specifications. Erosion and Sediment Control Measures 3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed at the location of the proposed main site entrance off of Exeter Drive. 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. 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 As a preventative measure a block and gravel drop inlet sediment filter will be installed around the existing storm inlet along Exeter Drive down stream from the proposed site entrance. The structure shall be inspected after each rain and repairs made as needed. Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be reimoved and the area stabilized when the remaining drainage area has been properly stabilized. 3.18 Outlet protection will be provided in the existing stormwater management pond at the outlet of the extended 15" RCP that is located under the proposed parking lot. Outlet protection will also be installed from the curb cut in the proposed parking lot towards the stormwater management pond. The stone protection will be installed in accordance with the specifications and details on the plans. 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 do S Std do 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. 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. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. 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 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/oc 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/oc small grain straw Fertilizer: 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Install silt fence along downstream perimeter of work areas. 3. Clear and grub the work area. 4. Install storm sewer inlet protection. 5. Strip, stockpile and stabilize topsoil. 6. Perform rough grading of the construction area. 7. Install utilities. 8. Perform final grading of site. Apply seeding and mulch. 9. Remove temporary controls after work areas have been stabilized. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% OR GREATER EXTRA STRENGTH FILTER FABRIC �= NEEDED WITH WIRE SUPPORT EXISTING PAVED _ f� ROADWAY STEEL OR � WOOD POST FILTER FABRIC SECTION A - A NOTE: / SPILLWAY USE NDBAGS, STRAW BALES 41A SEDIMENT BARRIER OR HER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN AS EQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. 0 OFLOW I Il I STEEL OR 6QDOS 3HIGH MAX- Of C� LLJ � -F I� a_ A A WASHRACK 2"-3" COURSE AGGREGATE Z - M O MIN. 6" THICK N I t 12" MIN. O 1 (Y I I (D I z I DIVERSION RIDGE f- IInD, /-- � w 10 Fr MAX. SPACING WITH WIRE SUPPORT FENCE WIRE do FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST. RUNOFF g AX Rom- UN�FF (RECOMMENDED) STORAGE HT. }} 8` 12" MIN. 4"x6" TRENCH GRAVEL WITH COMPACTED BACKFILL L-V BACK OF SIDEWALK BACK OF CURB WIRE SCREEN OR % FILTER FABRIC STORM SEWER EXTENSION PROFILE CALES: H 1" =50.0' W5 no an PROPOSED GRADE XISTING GRADE175 - 815 - 815 EX. 214'_15"0 RC 0 APPRX. 0.44% 810 SLOPE 810 PR. 24.00 -15 4 EXTENSION. MAIW0dN OPEA#?R- X- # ----- --- - ----- am W5 X. 8" SAN. SEW. - wo No V) in UJI • ao O ._ rt 0� 0�Fo p -- --- +? +? ---- - 10+00 11 +00 A - CATCH BASIN CURB INLET 2X4 WOOD STUD CONCRETE BLOCK A \ CONCRETE BLOCK PLAN VIEW CRFLOW PONDING HEIGHT CONCRETE BLOCK WIRE SCREEN OR FILTER FABRIC IX 70' MIN. STANDARD DETAIL ALTERNATE DETAIL `2X4 WOOD STUD PLAN TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED MMPORARY PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. /►NCE/EXIT ENTRANCE/EXIT 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. I ft f'1 /� INLET CATCH BASIN NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE NOTES: SECTION A - A STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. 1. USE BLOCK AND GRAVEL TYPE SEDIMENT NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. BARRIER WHEN CURB INLET IS LOCATED IN 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE GENTLY SLOPING STREET SEGMENT, WHERE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. WATER CAN POND AND ALLOW SEDIMENT TO SEDIMENT OFF -SITE AND CAN BE PERMANENTLY SEPARATE FROM RUNOFF. STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 2 BARRIER SHALL ALLOW FOR OVERFLOW 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. FROM SEVERE STORM EVENT. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 3. INSPECT BARRIERS AND REMOVE SEDIMENT STORM SEDIMENT AFTER EACH CURB INLET SILT FENCE DETAIL WITH WIRE SUPPORT GRAVEL MUSTBE REMOVED FROM THE NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 TRAVELED WAY IMMEDIATELY. SEDIMENT BARRIER SDR 35 spigot SDR 35 spigot by R V) m by gasketed SDR 21 gasketed cast iron cleanout cap with brass bell 45° bend bell adapter plug must be 8" from the top of the I (see note) 2' screw type adjustable box finished rade 8,1 square concrete skid pad - - Z _. 20" X 20" X 6" deep VALCO Inc cast iron cleanout cap with brass 3' minimum Z U U 0 plug having a countersunk square ���� Fig. No. 71BOB head Panella Model PA4SV-CSK (4") O Q � with lid marked SDR 21 gasketed (i) (n 17 V SEWER' SDR 35 8"x4" pipe and fittings W U gasketed bell wye SCH 40 solvent SDR 21 - cleanout pipe (see note) weld cap bottom section of box I- - - property 0 brick base line Ld SDR 35 spigot by 0 Q SDR 21 gasketed SDR 35 bell adapter d gasketed bell wye sanitary (see note) SDR 35 gasketed I i O sewer main bell 45` bend Z SDR 21 IT, Lr. 7 6" stone bedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 FREDERICK COUNTY SANITATION AUTHORITY CONSTRUCTION N 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. 2. The water and sanitary sewer protion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When on existing water main is tapped for the installation of a new line: a) The Authority shall frunish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 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 department shall furnish and install all water meters through 2" in size. It Is the dawloweeloenbuoWs regmwibQlty to how the metes bw o..anl+ly kwbOW am, ecuy. Before a permanent meter is installed: a) The meter box, with its frame and cover, meat 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 to 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) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1 /2"and 2" water services, the Authority shall make the tap and bring thepiping 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 No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. -ENDWALLC�A FIELD MITRE, OR END SECTION IF FLOW SLOPE=0.00%c _ 'Ili III D - -I�- STONE CULVERT STA. L W D STONE d50 MSD 15" RCP 20' 12' 12' 0. 5' CURB CUT 30' 12' 12" 0. 5' CULVERT EROSION CONTROL DETAIL NOT TO SCALE location marker stone 4" pipe at 2.00% minimum grade concrete cradle if top of main is greater than 15' deep 36" min. cover treated 2"x 4" with - top 6" painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 14 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8"x3/4" or 3/4" 18 in. Dia. Non -Traffic M32C-PW Traffic A32H H 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Opposite Side meter box and cover 18"-21" 3" stone - surrounding box I -- t, I o poryemylene wDing (PET) 200 psi with SS inserts at all connections Same Side COPPERSETTER meter size Opposite Side Same Side 5/8"x3/4" VBHC72-18WD-44-44-B4 VBHC82-1OWD-44-44-134 3/4" VBHC72-18WD-44-44-B4 VBHC82-1BWD-44-44-134 1" VBHC74-15WD-44-44-B4 - N/A - 1" coupling / (PJX FIP) C14-44 with SS insert and MIP plastic plug INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge 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 and terminate level with angle ball valve]. 5/8"X3/4", 3/4" & 1" METER INSTALLATION (4 FOOT COVER) Figure 5 n Q Z J 0 Q ZV� 0 Z J O�O U Z X00 V)0V OW Iil U J 1- X U LLI ~�;z Z - W V 0 0 Z Z v -J /� W _ J � Qf../ w m �- W I (n =) -W W�W U O V U- pY JU O �QW W�W XO � 3 O W +l- LL a_ W ■ • J ■ .. a C:) N 0)0 E .V) V) N N � N v •v Q' 0 c J V1 > - Ln � C LU 0 ���. ° E o *p (0 0 N 0 ° Z I.- w a CD to Z0� F- W J W Z 0 IZ H OF 1> f1P JOHN C. LEWIS No. 21621 �SSIONAL SURVEY: MARSH do LEGGE 1° LAND SURV. DRAWN BY: JOB NO.: SS 0501006 SCALE: DATE: 1 "= 20.0' 03/01 /05 SHEET: 6/7 13" COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 2" SM-2A 8" 21-Ate:::::::: r COMPACTED SUHGRADb TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE 2" 6„ 13" 1 COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE PER PLANS ....................................... 1. 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) CONCRETE SLAB DETAIL GUTTER TYPICAL 1' NOSE DOWN CURB NOT TO SCALE CONCRETE SLAB (SEE DETAIL THIS SHEET) SLOPE 6" 1 �" 1" 7" 7-!! 6" 2'-0"' MODIFIED CG-6 CURB DETIAL NOT TO SCALE NOT TO SCALE (THIS DETAIL APPLIES ONLY TO THE CURB ADJACENT TO THE DUMPSTER PAD) 2"X4" TREATED WOOD BLOCKING BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1'-O" O.C. 18 GA. STEEL DECK PAINT DARK BRONZE LAWN 0 ICD -0- � I GATE HINGE - REFER TO GATE HINGE DETAIL C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1 /4"X8"X8" WELD AT CORNERS 5/8" THREADED ROD- WELDED TO STEEL GUSSET PLATES ---I TURNBUCKLES z`r STANLEY #1010 STEEL 18" o CANE BOLT -ONE PER GATE CASTER -ONE PER GATE GATE DETAIL FOR DUMPSTER NOT TO SCALE SCREEN WALL- 6" DIA. STEEL - PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 18" 0 CON C. FOOTING - 3' DEEP (2 TOTAL PIPES-PNTD. TO MATCH CONC. GATES) 6"0 STEEL—/ PIPE FILLED W/ CONC. (PNTD.) 6'-0" HT. WITH LAWN 18" CONC. FTG. TRASH ENCLOSURE/RETAINING WALL LAYOUT NOT TO SCALE GATE HINGE DETAIL NOT TO SCALE CONTROL JT. 1' 4' 1' TYPICAL CURB CUT DETAIL NOT TO SCALE 6' (OR AS SHOWN ON PLANS) y . 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE EDGE OF GUTTER --12" x 18" STD. —STD. U—CHANNEL POST EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 5.5' (OR AS SHOWN ON PLANS) EXP. JT. MAT'L 4" CRUSHED STONE —' (3000 PSI) 4" CONC —� 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK /CURB DETAIL BRICK CAP —SLOPE TO DRAIN COLOR PER OWNER SPEC. CONC. BOND BEAM W/(1) #4 TOP OF WALL = 823.67f GROUT —FILL CELLS ® REBARS STEEL JOINT REINFORCING AT; EVERY COURSE JOINT (CONT.) CONC. BLOCK (4"X8"X16") GREASE FITTING 4" SPLIT FACE CMU—EACH FACE _ PER OWNER SPEC. STEEL 'SLEEVE' WITH #4 ®24" OC WELDED TOP CAP 1 'PAINT TO MATCH GATES) 1 -0„ 6" 0 STEEL PIPE W/ T CAP -FILLED WITH CONCRETE #®4 24" OC �� N (PAINTED) #4 ® 24" OC 3-#4 CONT. 3'-0" ;TEEL 'SLEEVE' SLIPPED )VER 6" � STEEL PIPE -ILLED W CONCRETE SCREEN WALL SECTION PAINTED) NOT TO SCALE ;3 X 4.1 GATE FRAME MODIFY FACE OF CURB IN FRONT OF CONC. DUMPSTER PAD. PROVIDE 1 1 /2" LIP IN CURB WHERE FC SHOULD BE. ASPHALT PARKING AREA 2 STEEL CHANNEL FRAME GATES - PROVIDE CANE BOLTS AND CASTERS BORE HOLES IN CONCRETE TO ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED POSITIONS .... Ems MIN I • .J • • im so �Imll CONCRETE SLAB FINISHED CMU CAP -SLOPE TO DRAIN COLOR PER OWNER SPEC. CONC. BOND BEAM W/(2) #5 (TYP.) 4" SPLIT FACE CMU PER OWNER SPEC. GROUT -FILL ALL CELLS PROP. GRADE 2.08% SLOPE 4" SPLIT FACE CMU PER OWNER SPEC. CONC. BLOCK (8"X8"X16") #5 0 16" OC #5 ® 16" OC z�N #5 ® 16" OC #4 ® 12" OC — 100 to TMti Q16.33 It SPLIT FACE CMU PER OWNER SPEC. X >815.67 < VARIES Q15.00 814.33 - 22" �--5' -10 "% RETAINING WALL —FINISHED CMU NOT TO SCALE PROP. GROUND VAN ACCESSIBLE SIGN END OF STALL — RESERVED RESERVED STRIPE OR CURBING I m - PARKING PARKING WHITE PAVEMENT MARKING, Z 4" WIDTH, LENGTH AS SHOWN ON PLANS. z VAN ACCESSIBLE a WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND CL w WHITE PAVEMENT MARKING, V)4" WIDTH, 2' CC; 45' ANGLE «�_ V) uj VAN HC ACCESSIBLE SIGN � SIGN HANDICAP SIGN DETAIL NOT TO SCALE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE NOSING (TYP) 12" EXTEND RAIL TO MEET ADA REQUIREMENTS 1-1/2" DIA. STANDARD - TUBE STEEL RAILING SET IN 8"L x 3" DIA. STEEL SLEEVES OWNER FULL OWNER TO SELECT PAINT COLOR. LOCATE RAIL AS SHOWN ON SITE PLAN. 000 PSI CONCRETE \-- 6 X 6-1.4 WWF(1.5" MIN CLEAR) #4 NOSING BAR(TYP) 5" FOUR RISERS REQUIRED SEE SITE PLAN FOR ADDITIONAL INFORMATION EXTERIOR STAIR DETAIL NOT TO SCALE STEEL JOINT REINFORCING AT EVERY COURSE JOINT (CONT.) PR. GRADE SEE GRADING PLAN NOTE: LIGHTS SHALL MATCH EXISTING LIGHT 3/4"06" THREADED ANCHOR BOLT (TYP) FIXTURES FOUND IN THE TREX CENTER COORDINATE SPACING AND NO. PARKING AREA REQ'D PER STND MANU. 22' 12" 36" !OPOSED GRADE I I e v I d d . .8 I24" DIA L .J REBAR-3" MIN. CLEAR IETE(3000 PSI) L #5 REBAR ® 8" CC EACH WAY 4' BY 4' CONC. BASE "LITHONIA BV2 250M R3 208 RPB12 SF DDB" OR EQUIVALENT SINGLE STD. AS REQUIRED PARKING AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE. PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL. PRIOR TO ORDERING LIGHTS. L�j J H �V ~�Z Z w�- U�� Z w �w� w m a I N p w�wQ V � aJU Y __aO �QW w�w �Z� 3 O �X O Lr _ a_ M V J aN oC3)0)o LO ff, E (AllN V) N N L .u) N 0 -E T 41 W 3. �oo 0 J (> Ln 0 W V) Q) s 0 E 0 (0 0 (v 0 LL_ p Z w Q a �cf) Z .J LiJ LJ � Z V)C5 0z LT F r JOHN C. LEWIS a No. 21621 014 SSIONAL SURVEY: C.I.: MARSH do LEGGE 1 LAND SURV. DRAWN BY: JOB NO.: SS 0501006 SCALE: DATE: 1 "=20.0' 03/01 /05 SHEET: 7/7