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HomeMy WebLinkAbout001-96 Estes Express Line Dock Addition - Backfile• � F ESTES EXPRESS LINES.' DEVELOPMENT DATA: PROJECT: ESTES.EXPRESS LINES PROPOSED DOCK ADDITION 99'0 $AY •LANE FREDE ,ZtCK COUNTY, VIRGINIA OWNER DEVELOPER. ESTES,EXPRESS LINES P. O. , •BOX 256.12" , ICHMOND, VIRGINIA 23260 LOCAL OFFICE: (540) 662-2175 AGENT R 6,014P OCONNANYU '.CONTRACTOR: 2131 PINEAUikST'STREET BOX 352.0„ PTNEHURST', NORTH CAROLINA 28374 •(91.,0) 295-0600 bESIG1,MIR: PAINTER - LEWIS', P.L.C. 24 EAST' PICCADILLY STREET WI°NCHESTER, VIRGINIA 22601 ('S49)' t62-1565 CONTACT: TIMOTHY G. -PAINTER, P,.E. PARCEL' X- FOR 4ATION' Pled: 54­A-97A SITE AREA: 6,8702 Acres zoNY)tG: BUSINESS AND INDUSTRIAL M-1 LIGHT INDUSTRIAL DISTRICT PROPOSED USE: OFFICE & TRANS,FER STATION CURRENT 'USE: OFFICE & TRANSFER STATION � R ZONTNG REQ.UI NTS• EME . DEN53TY: PARCEL, COVERAGE MUST NOT 'EXCEED 75% COVERAGE (B3ILDINGS & DRIVE AREAS < 5.1527Ac.) Sg T8ACY.S: FRONT::, 75 Ft. (ALL 'STREETS) REAR: 25 Ft.' SIDE,: 2 5 Ft . BUILDING HEIGHT: 60 Ft. FLOOR AREA\LOT AREA: 1.0 PARKING. 1 SPACE PER EMPLOYEE )aARKiNG REQUIRED: 5 OFFICE (EMPLOYEE'S, *> 5 SPACES 22 DRIVERS -> 22 SPACES TOTAL, SPACES - REQUIRED: -> 27 SPACES iiiiDSCAPING AND SCREENIN b RP DISTRICT: TYPE, "C" SCREEN B-2 DISTRICT: TYPE "B" SCREEN PROPOSED. DEVELOPMENT: d , DOCK ADDITION: 4,560 Sq. Ft. 1 STORY, HGT.: 22 Ft. FRONTAGE: 516.35 Ft. PARKING: 28 SPACES (Existing, which includes 1 ea,. Van HDCP Space) (All spaces shall be delineated.) LOT COVERAGE: THIS PHASE: BUILDINGS/STRUCTURES: 4,560 Sq. Ft. 0.1047 Acres TOTAL PARCEL: BUILDINGS/STRUCTURES: 5,692 Sq. Ft. 0..1307 Acres PARKING/DRIVE: 146,006 Sq. Ft. 3.3518 Acres TOTAL AREA: 1,56,258 Sq. Ft. 3.5872' Acres FLOOR AREA\LOT AREA: F.A.R. = 0.23-54 Acres/6.8702 Acres -> 0.0343 OPEN SPACE: 143,008 Sq. Ft. (47.8%) TOTAL PARCEL: 3.2830 Acres LANDSCAPING: B-2: 25' INACTIVE AREA 83' ACTIVE AREA TYPE "B" FULL SCREEN RP: 3501 'INACTIVE AREA 50t ACTIVE AREA TYPE "C" NO SCREEN ZONING NOTES: 1. NO ADDITIONAL OUTDOOR FACILITIES ARE PROPOSED FOR THIS ADDITION. 2. ALL EASEMENT'S, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE FLAN. 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-,800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (1.0) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 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 SHALT, 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 FIELD SURVEY PERFORMED BY RITCHIE SURVEYS AND BASED UPON U.S.G.S. DATUM. A CONTOUR INTERVAL OF TWO (21) FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RADII DESIGNATION`S 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. E'� L"r N f I 7 t ,6 •' P ^4 i a E i - mm IV li Mai INDEX TO COUNTY LOCATION ro ' 9sF i322 FORT OLLIER a CADIA 11 INDUSTRIAL ESTATES MWP//� I 83 on Mier ORC R e Ti .RR arihwestern �we� . `'lu REGENCY ESTATES ILAKE e ataonai P a a 4, dey'cko : Jp w.gram / BRTTLE '::i i, 1 VIE N t, jW e E aF bred� et!91as / J egerrc e ar 7 HF:IE lath Geld Far 1 r �P ���r en !1 �S. Rm, I T �? y RCLi�SHANN OHILL ViRGIkIA' ®Winchester Mall Inc.VESi 1 Valley... s Sr es 'Iona Mar I o a � alsa i 6x1t G er _c -4 . jo �P Fu1I Gospe �vo met cK e! Q oAtxqmh�ly=God }Q v�4 iF y Avp 44 `f Ds tell J $NANDOi u HILLS w H hr, / . r f , oo Moward: • .f` 659 o ... na 8RE"N VIIOOD�r's� p,,000sor PAINTER-LEWIS, P.L.C. 24 EAST PICCADILLY STREET WINCHESTER, VIRGINIA 22601 (540) 662-1565 VICINITY MAP 1 " = 2000' CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: S HALL INSTALLED PRIOR 1 ALL EROSION AND SEDIMENT CONTROL MEASURE. S BE L, TO ANY LAND 'DISTURBING ACTIVITIES. ALL WORK SHALL 'BE DONE IN AC60RDA14CE WITH THE CURRENT EDITION OF 'THE COMMONWEALTH OF VIRGINIA EROSION` AND SEDIMENT CONTROL HANDBOOK. 2. W,r G LIMITS OF CONS RUC "ION. ALL ORK SHALL BE CONFINED TO TiE DESIGNATED LI I . T T FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION. ARE DEFINED AS THE PROPERTY BOUNDARIES. 3. NODISTURBED EAS•SHA BE DENUDED FOR MORE THAN IRTY 30 DAYS. AR _ LL U 0 R TH ( ) THE CONTRCTOR SHLLS ABILiZEALL DENUD D AREASWIT HIN 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 DA_ILY• 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 STAB ILI ZATI 014,, THE: TEMPORARY EROSION CONTROL DEVICES SHALL .BE REMOVED,. AS APPROVED BY THE LOCAL INS;PECTION 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, -iT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN -CLEAN .STREETS AND TO, ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALL DEMOLISHED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. ALL BE EXCAVATED TO I F"_ 2. ALL TOPSOIL SHALL ITS FULL DEPTH AND DISPOSED O PROPERLY OFF -SITE'. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHP►LL BE CSTAIN.ED" BY THFS NGIN;EER. ALL FIF,L: CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNI`CAL E MATERIAL SHALL BE' PLACED IN t1FTS OF 8 P , OR LESS AND SHALL ,BE;; ,COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY,' OR AS DIRECTED °B7C Tt3E GEOTECHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF ,EXISTING VTIL ITIES� OR STRUCTURES WITHOUT PERMISSION ,OF THE OWNER_. 5. ALL LANDSCAPED AND LAWN AREAS SHALL RECEIVE A MINIMUM OF' 6" TOPSOIL,. GRADED AND RAKED, PRIOR,TO APPLICATION OF PERMANENT VEGETATIVE COVER: 6. THE PROPOSED LANDSCAPE AREAS SHALL HAVE ALL DELETERIOUS MATERIALS REMOVED AND DISPOSED OF PROPERLY OFF=SITE. THE AREAS SHALL THEN BE BACKFILLED WITH SUITABLE EARTH MATERIALS'WHICH WILL PROMOTE GROWTH•OF THE PROPOSED PLANTS. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER .AND WATER UTILITIES: 1. NO ADDITIONAL WATER OR SEWER SERVICES- OR MAINS ARE PROPOSED FOR THIS SITE, 2. THE EXISTING WATER AND SEWER MAIN AND SERVICES SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1.' THE STORM. WATER RUNOFF CONTROLS FOR THIS SITE WERE INSTALLED,, DURING THE ORIGINAL DEVELOPMENT OF THE SUBDIVISION. ADEQUATE CHANNELS WERE DESIGNED FOR THE ENTIRE, SUBDIVISION BASED UPON A WEIGHTED "C" , VALUE NOT TO EXCEED 0.65'FOR EACH LOT. THEREFORE, IF THE DEVELOPMENT OFA PAR.t:Et DOES NOT EXCEED THIS RUNOFF COEFFICIENT LIMIT', THEIR NO ADDITIONAL STORM WATER MANAGEMENT (S.W.M.) IMPROVEMENTS OR FACILITIES ARE REQUIRED. HOWEVER, IF THE RUNOFF COEFFICIENT FOR A LOT -WOULD EXCEED THE 0,65 LIMIT, THEN AN INDIVIDUAL S.W.M. FACILITY WOULD BE REQUIRED FOR. THAT LOT. RUNOFF COEFFICIENT CALCULATIONS: TOTAL SITE: 6.8702 Acres BUILDING AREAS: 0.2354 Acres C = 0.95 8 PAVED AREAS: 3.351'Acres C = 0.90 LAWN AREAS: 3.2830 Acres C - 0.30 Weighted "C" =. l) 2354) (0.95) + {3.3518) (0.90) +._(3 2830).(0.301. (6.8702) = 4..2252 = 0.615 6.870.2 Weighted "C11 = 0.62 < 0,65 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE REGIONAL STORM 'WATER CONVEYANCE CHANNELS BY SHEET FLOW AND SHALLOW DITCHLINES, AS INDICATED ON THESE DRAWINGS. PAVING 1. ALL PAVED' AREAS CURRENTLY EXIST AND NO ADDITIONAL PAVEMENT IS PROPOSED, THE STONED LOADING AREAS SHALT, HAVE ALL "POTHOLES"REPAIRED WITH VDOT #21-A STONE. ADDITIONAL STONE SHALL, BE ADDED AS NEEDED TO PRO -VIDE POSITIVE DRAINAGE ACROSS THE LOT. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 3, BUILDING NOTES: DOCK ADDITION: •CONSTRUCTION TYPE: 2C, UNPROTECTED USE GROUP: S-1 18NAL SITE PLAN APPROVED LIST, OF DRAWINGS SHT. 1/2 COVER SHEET 0 SHT. 2/2 SITE PLAN °���, . �A0aw Pt�� r.�;-tilt.=� ;�'( �� sE_ f°vI',�ll�al7 ,'�i��I` ttA'�I: �{ ',•"\ I',��?i i Moi�il1 o/? ®I CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 8'Mnx. / \ Jill / J tcoW/ - / I /, D �✓/P pI 09, 6 9. B o� 4• / \ AjN���s�a'p�°J��s / HDCP SYMBOL (WHITE) - `S o/ EX. F.H. / 3. STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT 1 TO STAKES AND EXTENT) THE EXCAVATED SOIL. �. f0/ Assy. IT INTO THE TRENCH. cfJ°mod O 1. g A�is�la�s9 y° �9 �� \ \ / SOLID BLUE BACKGROUl' Jp? Jiff7 L.�6o Iry Use lo�P A EX. POL 1I�o IU I1 ss/°d'Q� SHEET FLOW INSTALLATION Iry (PERSPECTIVE VIEW) `\ ;J��o/ / HANDICAP PARKING DETAIL N.T.S. HANDICAP SIGN L� 8' � HANDICAP SIGN DETAIL N.T.S. oe�FT�0� NOTE: I FLOW 1 / \ G 10�6; y�kq` rs ^ �, 1. ALL CONSTRUCTION SHALL CONFORM TO ADA 11---- I\�Oitisp��Pd��°�� �� \ / Ic �, �•"��9F 16, / P ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. / Sys10e �° 6 \ /�`\ --- --- -- B -- -- _..- 6 / ro 06 r 41 60 �. \ POINTS A SHOULD BE HIGHER THAN POINT B. `/�sL'ip %�°d �Js�°r /EX. GAS DRAINAGEWAY INSTALLATION `S Ps�p �'O `�6 \ �,�� f (FRONT ELEVATION) / SfPpfj pT \� `,yx / VAL VE/ AN�Ix/N. es ,pA 2,�y �P� \ / / : N s3 r �4? // \90 i dP 1�5(\ / �o / %b \ 8'' l6,/F+ \ \ \ Ex. F. H. HELMUT M. RADER x lo`S9�1 Oe /r4r.0,t//!i �� 9 ,y \ \ Assy.- �P'�'00 oks ,ec �(.-'�<f�`�♦ P/N 54-A 97B 6 \ \ �G o/ �,�� / �\ F /; - ` 688 Ex, W` D.B. 59., Pg. 85 LOT 3-8 �(, o� \ J`6°/ "� EX. WM� \ �'� �� ' �, \ V ZONED.' M-1 James J. Kessler ♦ O °-°�o� \ B �� �� `-C cp9' \ hy� \ Joyce M. Kessler D.B.818, P.475 Zoned:RP�s�Q,po Use:Residential PIN=54J-1-3B`�- �/ \6q fr, . �!c h - X84 r ' J6+) ' x�laLi %co O ` G c�6o SG� s`9\ / / s�- ar.xt a 5r /j x81.6j AROp sjopc'�'9� \ OJ ,%P��°vo �° G2>, EX. POL / / rX�54 p 'k _.\ 7 OSF� ��c`' q� \ \ \ \­105s� ��"p s Ss{,s'vP�,o 6�9 .r' / - " X r.; F o C'y F 6r.7; qR STO,Q TF,Q �F9 cc- 7 k \ _. J F OX s Y M 80E r = N T i A C' \ 1 s� i-a �,9r�c'S's -4p o�,c �0 \ g Ss G,h 9�� gia.o' 1 �o `f 'o °✓ / PROP HDCP RAMP/ USE- MANUFACTURING EX. A SPHAL T PA VING 12" x 18" STD. `n 12" x 6" STD. o o 0 STD. U-CHANNEL POST f + _ C R O I 200 � � I � tea. PROP. GROUND M fESE12 VED ARKING VAN ACCESSIBLE EX. MH BOLLARD DETAIL N.T.S. -- 5.0 (8"0 in APRONS) SCH. 40 CONCRETE -FILLED STEEL PIPE PAINTED YELLOW (TWO COATS) GUARD POSTS SHALL BE FILLED SOLID WITH NO AIR POCKETS CONCRETE SLAB 12"0 SONOTUBE FIBER FORM -FILL WITH CONCRETE (3000 PSI) -VIBRATE CONCRETE IN FORM CONCRETE PAD DETAIL N.T.S. SLOPE (1.5% STONE BEDDING CONC. SLAB - REINFORCEMENT, AS REQUIRED - NOTE: SEE ARCHITECTURAL PLANS FOR CONSTRUCTION DETAILS OF CONCRETE SLABS AND ALL OTHER BUILDING ELEMENTS. 1 .0 SEE ARCHITECTURAL PLANS 82. �js AO 9. F�� oN '"mil• ' \ 4.81 `- / FOR CONSTRUCTION DET,AIILS) Op. A=337.64 Ex PO1,E Xi o �,� 2. C 8� o 60 s �ON.o m , / / 30 "4� \ & LIGHT K CIO �' .���`` .'�' '�' OCR & ' B i ® / a> sr.�. EX. GRA VEL DRIVE & u n o �. 1 `\ rr o �n o- T=168.83' ! ��� F-l- A 6 © EX. , E. 4 s 6cyT � 43 6 00. ► . " STORAGE AREA r s 0 S cn oo ar �� \ , i F �� q,Q ® SOX / E 3 6' 86 S ? % >♦ \ �b W R=14685.12 / s,:. 7 / % c/o 4 4 c goX9 00 �� N N �' j � o \ CD=N35'39' 13" E / X7 s 'c x . , F URe f o. �, o �45 qj 6 p _ LC-337.CO 63 f / Ex. PR/ME & % 8 °� ��' �� o X,'.az ♦6 0 \ / �1 �' �"� / 1 A-12.16 %' „/ c o, Ex. FROST-- 68�2 �° �° �a.4� FR ook \ 0=00'02'S1 r.�r- / - SEAL PAVEMENT / PROOF HrD. STD 'ryNp�Nc �; : n,J 0 1 =6.0 ' / XZ�tJ.£f4 / INV. IN- 676.71 oo -i' } R p J i ,..:::` ♦ \. T 8 F QP�v S o / / / P ��� / PAVE THIS AREA F0Rk"o-loO4 clo c oA er.s9" �6 Cps N R=14685.12 0 / X•gr / �Q . P PRE . c HDCP ACCESSIBILITY. �`' 'boo CD N34 581 C E a - /�, o - �;., s� o ,� • ,� 4• \ EC=12.16 / PG" ® INSTALL 6 CAR STOPS 60 �c d h,/ /j' y4 a}. -I----/Eo ��S �� & DELINEATE PARKING ) e !L,q X �' / \� 2 / / 9 / = c� O/�� STALLS, AS SHOWN,,QOp �Q�ea.s� ��, D o \ \ Og �` ' EX. MH EX. POL {r _ "' I A TIV �' ' �I#� ®`�`/ \� u. -( " .., 0' iTy ��.3 O / ♦ 1 \ / 1S ¢ �/ , �c o EX. SAN. SEW. MH U. L STq/,Q '� 4 � v sA TOP = 678.85 5 /.e 8 INV. IN = 665.85 / �b �,P IN OUT=674.88 P TOP = 6�1`90 Xv / ♦ \ p ? 12 /NV. IN = 665. 7 4 INV. IN = 665.W 60 Q `�S \ 12" IN OUT = 665.79 / / ADD VDOT #21-A v� ) / �'' V OUT = 664.9'1� EX. GRAVEL DRII/E & / ♦ ` l ` / c �/ \ AJj \X76.54 / EX. 20 WA ncR �- STONE TO OBTAIN �v �1v • \ / ti �\ STORAGE AREA o xc 1 FIN. GRADE. . `' ,�� X7o. r2 ♦ l / EX. MH \} - - _ 61 _ EA�EME_ ® �Co ESTES EXPRESS L/NES / TOP = 677.27\ \ -- - -� _ ®�: �' .� , <6 x69.M \ \� U INV /N = 666.58 \ \ "r -�► +._%'B, s0B ®. I ;' '\_ / INV. OUT = 666.58 \ _ %2.' Srpos ..� ; E-,I, \ xir. ,. 19 T - ®�►� .,,,, co .._ 9.6> D.B. SBS, Pg. 248 v. _ \ / 4 rN S 6.50 -12 � P l/C N7b'' P®�'® - 1 � P 'v�' �?� .: � .�,° . -. : Ex. FRAM -��s EX 0 ' '�- c p 204E9.. 7z7� P� MU . � 6 i SHED -� _... A. /S�-4NO NC♦ \ \ ` �e x64.J9 / / ti /' �' \ �s USE TRUCK/NG TERM/NAL / x =< �a� `� i Ex. SAN. SEw. MH l-��•,\ HENRY BUS/NESS P�4RK � - x�9.:4 �f79.04 �.. �• s ? �� 6+ P/N. 54-8-40 - _ Tsaa �'L LOT AREA:• 69702 Acre ,. � �� �L TOP = ss3.58 �? �s \F \ 6 �/-..5•,,7 ;� -- - - - - - -" ACTIVE / xs9.s4 Xss.Sa �l'� - / xr� rOrO �`L IN IN = 656.50 9 x , ' ss'i%` _ ;: .._. -- _ Xs9.. �_ ---r rO 6' IN OUT- 656.12 A -(- \ dtB 801, P . 445 '�� - ,� _ F 1,44RGROUND" z5 ACT �� ri �\ �o� / g \\ \ \ .` ZONED.- 8-2 670 �` p ` ` T„(�RAGE TANK EX. EOP _ ; o s ��r.46 X - - . _ - --.-- _ xar / / . 6 _ 4 \ \ e� 4,; 1 �` \ 'ti LOT 40 / r0 - �� ,( X7*5z x _ V - _ - =- r _ ' - - ^m Pvc EX POLE 9s. �' ,� I/ O'VACANT / it _ ___._---"_ xEz7 8�..-- -gEX. 190. Z1. 22.E`*\ G �s9. - - 1 +, SAN SEW xse.be -- -- _ >< _8'00'27"W 400.00 _ ------ .- - __ o_._ ___. m- ®1 80 SA /, • \ 6 n X6� 44 X69.44 „? - X p _ ,� _- - _ W �•} C X�, 9.14 - 8 SEW . / r ti \ \ 6, 4 Y - _ -_ _ 396.88'-12 "!d PVC __SAN. _ _ Tpp _ Sfi6t 'r O \ 8 X66.�� / EX SAN. SE �'- - s _ _ _. _ _ _ SE O s� 5 x, TOP 675.55 .t �_ _ ._ - _ - _ - 670 EX.------"1'R_ �A�L...SE1K-Mid -- -_ 9 -662 ,,-/fro / L OGl♦ %L�/\ '9 \ \ LOT ( ) TO PS MU 7 442�- - ♦ B Q \ 4Xs� NOT /N SERV/CE x69.r - �A/f-SEtif! �Zf3- �- _ TQP _. 671.71 8' INV. IN 659.,4 /1p1�6 >> �,\ J� \ \ C�i� / TOP SA 6 1 65 MH ` EX. JO' SAN. SEW. 668 - INV. OUT 6 660 75 IZ INV. N 6M.52 t __ _. 1" iN(! 1N o 76 ` � HENRY BUS/NESS PARK � . -_ _- _ _ „ r _ 6 6` �` \??.� �, P/N 7 EASEMENT _ - 65$: 4 �• / >>> ♦ 0`{y IN IN = 662.93 ♦ % J/ /'._ O.B. 801, Pg. 445 \ _. _..__ INV. OUT = 662. $8 668 / �o ,,� \ ♦ ♦ \ //,,+h \ \ G� \ \ USE �ACANr o� ��, �� - _ - �566 HUNTINGTON MEADOlMS 66 /, rl \ \ �� �," �`� / `- EROSION & SEDIMENT CONTROL KEY , PIN- 54L-2 Q�� 4 } �' K/MBERL r G. HENRY - - 670 / P/N- 54-A-97L Fg / \ '��♦♦ \\ s \,\ ♦� D.B. 671, Pg. 710 6 ,9 \ \ AFFO K ZONED.• 9-2 ���' / \ \ / ♦ ♦ \ U�� \ \ USE VACANT Q \ \ EX. F. H. \ Assy. PLANT LAYOUT / � N.T.S. R-1, A;f � 6' 10' 10' 3.05 SILT FENCE SF X--- X )E---X 3.30 TOPSOILING 3.32 PERMANENT SEEDING PS > 3.35 MULCHING MU --__------ Mu / D.B. 754, Pg. 621 / ZONED.• RP USE. TOWNHOUSE COMPLEX o, 4• 50 0 50 150 Scale 1" = 50 ft V PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARKE, 15 RED MAPLE ACER RUBRUM 2-2.5" CALIPER 47 WHITE PINE _ PINUS STROBUS 4'-6' 10, O.C. TAGGERE rnf 45 BORDER FORSYTHIA FORSYTHIA ►NTERMEDIA 1 GALLON 1CONTAINER uIH Lr) Ui U 0 > LL! Q( p a, L U z < z •mrl , ... 1 w 0 w O tr d W z J Q a z W W k-i z O W Q o z � C� Q � � 5 Y � oat w w W (n (n U 0- V) z 0 W rt 0- Z 0 ti QL U W 0 Q C) Z Ln r- . ° Ln V) 00 ^^ N I I I N N N (n (D N (D c0 r c0 000 p p� tit d' LIt 0 U > 4) ai hi +J 4) c c In � O 0 o w � s 0- Q_ U 0 N X LL �xlr H OF TIMO . PAINTER 9 No. 18260 SSIONAL SURVEY: C.I.: RITCHIE 2' SURVEYS RAWN: JOB NO.: L.P. 9512006 CALE: DATE: "=50.0' 12-15-95 EE T: ESTES EXPRESS LINES DEVELOPMENT DATA: PROJECT: ESTES EXPRESS LINES PROPOSED DOCK ADDITION 900 BAKER LANE FREDERICK COUNTY, VIRGINIA OWNER,/ DEVELOPER: ESTES EXPRESS LINES P. O. BOX 25612 RICHMOND, VIRGINIA 23260 LOCAL OFFICE: (540) 662-2175 AGENT/ O CONNOR COMPANY CONTRACTOR: 2131 P'TN.EHURST STREET P. O. BOX 3520 PINEHURST, 'NORTH CAROLINA 28374 (910) 295-0600 DESIGNER: PAINTER - LEWIS, P.L.C. 24 EAST PICCADILLY STREET WINCHESTER, VIROZNIA 22601 (540) 662-1565 CONTACT: 'TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 54-A-97A SI`T'E AREA: 6.8702 Acres ZONING: BUSINESS AND INDUSTRIAL M-1 LIGHT INDUSTRIAL DISTRICT PROPOSED USE: OFFICE & TRANSFER STATION CURRENT USE: OFFICE & TRANSFER STATION ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (BUILDINGS & DRIVE AREAS < 5.1527 Ac.) SETBACKS: FRONT: 75 Ft. (ALL STREETS) REAR: 25 Ft. SIDE: 25 Ft. BUILDING HEIGHT: 60 Ft. FLOOR AREA\LOT AREA: 1.0 PARKING:• 1 SPACE PER EMPLOYEE PARKING REQUIRED: 5 OFFICE EMPLOYEES, -> 5 SPACES 22 DRIVERS -> 22 SPACES TOTAL. SPACES REQUIRED: -> 27 SPACES LANDSCAPING AND SCREENING,. RP DISTRICT: TYPE "C" SCREEN m B-2 DISTRICT': TYPE "B" SCREEN PROPOSED DEVELOPMENT: DOCK ADDITION: 4,560 Sq. Ft. 1 STORY, HGT.: 22 Ft. FRONTAGE: 516.35 Ft. PARKING: 28 SPACES (Existing, which includes 1 ea. Van HDCP Space) (All spaces shall be delineated.) LOT COVERAGE: THIS PHASE: BUILDINGS/STRUCTURES: 4,560 Sq. Ft. 0.1047 Acres TOTAL PARCEL: BUILDINGS/STRUCTURES: 5,692 Sq. Ft. 0.1307 Acres PARKING/DRIVE: 146,006 Sq. Ft. 3.3518 Acres TOTAL AREA: 156,258 Sq. Ft. 3.5872 Acres FLOOR AREA\LOT AREA: F.A.R. = 0.2354 Acres/6.8702 Acres -> 0.0343 OPEN SPACE: 143,008 Sq. Ft. (47.8%) TOTAL PARCEL: 3.2830 Acres LANDSCAPING: B-2: 25' INACTIVE AREA 83' ACTIVE AREA TYPE "B" FULL SCREEN RP: 350' INACTIVE AREA 50' ACTIVE AREA TYPE "£" NO SCREEN ZONING NOTES: 1. NO ADDITIONAL OUTDOOR FACILITIES ARE PROPOSED FOR THIS ADDITION. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 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 1-800-257-1777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED.. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 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 FIELD SURVEY PERFORMED BY RITCHIE SURVEYS AND BASED UPON U.S.G.S. DATUM. A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED 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. 0 rIf d 4 i i 9 f k 1 r s y r , a' i I INDEX TO COUNTY LOCATION a;! tF \ 1322 FORT 1 OLLIER f / ARCADIA % 1 INDUSTRIAL ESTATES MHP f 783 ort tier ORC AR / ` ( REGENCY j (LAKE iERR/t flertEdustern s, ry deYckor 78 Programs at c Banal BATTLE ESTATES i d PQ o la9r/o� irk er, glas �ke/ J VIEW 1 _�_ ��ee • n ke" l E i f r MFI��hfield Far + f AR S v.. � � t \ !, RCLI SHANtVON HILL 1' Semi sr , dvfsr viRc, .r` ® Winchester Mall Inc. II mrgUi'rgy ay Ap U Nra o ia� Pq,/ Valleya ` P.rwy .y�o� !+ e5 �p Mai ON4� sr avr i� ii off;- Futl Gospel i r s, r0 me/ =% e a; o lam/ c»r»� mbfy of �a God 'fw `/ zoo Q y r S At NANDO, 4r�»4M1KrW 4 ��f �/ v f Dew I 659 HILLS H br w Q, z/ /�. o° F$nward :OUo nf nUaLk o r; 1 1 » I t j ntrona Iwocosrrr,°s `BRENTWOODW P �� 1i A J N al x a 11 b® L V V I S 9 � a L o C o 24 EAST PICCADILLY STREET WINCHESTER, VIRGINIA 22601 (540) 662-1565 VICINITY MAP 1 " = 2000' �AL�H I . PAINTER No.18260 31(8he _ 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. 3. NO DISTURBED AREAS SHALL O E ALL 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 STAB ILI ZAT ION, '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. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALL DEMOLISHED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND DISPOSED OF PROPERLY OFF -SITE. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8B1 OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY. THE' GEOTECHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES'WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6p1 TOPSOIL, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. THE PROPOSED LANDSCAPE AREAS SHALL HAVE ALL DELETERIOUS MATERIALS REMOVED AND DISPOSED OF PROPERLY OFF -SITE. THE AREAS SHALL THEN BE BACKFILLED WITH SUITABLE EARTH MATERIALS WHICH WILL PROMOTE GROWTH OF THE PROPOSED PLANTS. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. NO ADDITIONAL WATER OR SEWER SERVICES OR MAINS ARE PROPOSED FOR THIS SITE. 2. THE EXISTING WATER AND SEWER MAIN AND SERVICES SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF CONTROLS FOR THIS SITE WERE INSTALLED DURING THE ORIGINAL DEVELOPMENT OF THE SUBDIVISION. ADEQUATE CHANNELS WERE DESIGNED FOR THE ENTIRE SUBDIVISION BASED UPON A WEIGHTED "C" VALUE NOT TO EXCEED 0.65 FOR EACH LOT. THEREFORE, IF THE DEVELOPMENT OF A PARCEL DOES NOT EXCEED THIS RUNOFF COEFFICIENT LIMIT, THEN NO ADDITIONAL STORM WATER MANAGEMENT (S.W.M.) IMPROVEMENTS OR FACILITIES ARE REQUIRED. HOWEVER, IF THE RUNOFF COEFFICIENT FOR A LOT WOULD EXCEED THE 0.65 LIMIT, THEN AN INDIVIDUAL S.W.M. FACILITY WOULD BE REQUIRED FOR THAT LOT. RUNOFF COEFFICIENT CALCULATIONS: -TOTAL SITE: 6.8702 Acres BUILDING AREAS: 0.2354 Acres C = 0.95 PAVED AREAS: 3.3518 Acres C = 0.90 LAWN AREAS: 3.2830 Acres C = 0.30 Weighted "C" = (0.2354)(0.95) + (3.3518)(0.90) + (3.2830)(0.30) (6.8702) = 4,2252 = 0.615 6.8702 Weighted "C" = 0.62 < 0.65 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE REGIONAL STORM WATER CONVEYANCE CHANNELS BY SHEET FLOW AND SHALLOW DITCHLINES, AS INDICATED ON THESE DRAWINGS. PAVING: 1. ALL PAVED AREAS CURRENTLY EXIST AND NO ADDITIONAL PAVEMENT IS PROPOSED. THE STONED LOADING AREAS SHALL HAVE ALL "POTHOLES" REPAIRED WITH VDOT #21-A STONE. ADDITIONAL STONE SHALL BE ADDED AS NEEDED TO PROVIDE POSITIVE DRAINAGE ACROSS THE LOT. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 3. BUILDING NOTES: DOCK ADDITION: CONSTRUCTION TYPE: 2C, UNPROTECTED USE GROZIP...,; S-i - 'SITE PLAN , .. APPROVEDcz -76 am 1996 LIST krj`F, DRAWINGS D SHT. 1/2 COVER SHEET SHT. 2/2 SITE PLAN ml��i �»/ _ i�t 17 i I. ✓ l�) rj C ,�1 i_i 64 I ��� ��� r �.. i•=� i I!> ._: I =� i �., ;~�, , `�' �` Ce I i° i 1.1 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) \ HANDICAP PARIHNNG DETAIL 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH \ N.T.S. UPSLOPE ALONG THE LINE OF s'uAxSTAKES. . _ � r i FQ \ � HANDICAP SIGN 06, FLOW 9 =- Iklf _ I{lf ♦ �sP 0' SAY �0 �` / -- -- ^' / ♦ A/�, LqP,,-,- pz/",?i N_ / / HDCP SYMBOL (WHITE) 3. STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACTTO srjf. EX. F.H. IT INTOKT14E TRENCAND H. y THE EXCAVATED SOIL. ��ch°mod eo �J\9� �� �` / \AS5/ Aj(JSP�od9 yA� s \ ��p \ SOLID BLUE BACKGROU Jill 44) FLOW / %f . „ 1�I= ^•�h / D:TA'8/_ j lli T III . \'Ps�od�p 6S'Tiso� SHEET FLOW INSTALLATION e \ / (PERSPECTIVE VIEW) (.7�0 `� `1�/0/ / -t- 8'� HANDICAP SIGN DETAIL N.T.S. r 19 NOTE: oi J / � / ♦ �, �,0�6j �Sy��9 / �, 1. ALL CONSTRUCTION SHALL CONFORM TO ADA -�" - A �\ \ 'cGys�;p ��p '°�1' ♦ / a, % x. �,-'��3° ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. es, ,Q,o 86 /� / / P dP� 9A (3 / l /\ d. �✓ 6 CY 101 ff 00 / / \ POINTS A SlIOULD BE HIGHER THAN POINT E3. j0/seer rn /EX. GAS DRAINAGEWAY INSTALLATION `3 Psid'Q�° d',� i \ (FRONT ELEVATION)/ �Pphe�O� \crp/ / VALVE/ 6 '9 4, 98 ` AQ'Be��°` A�.�°�P� ♦ / 4?h //, �`�\90 k \v / ♦ O� ° l6'\ 9 /, " J ��.� ` \ \ EX. F.H. / ♦ Us I0S9�� �� �br.c / F,� y A \ \ ` \ \ \ Assy. / HELMUT M. RADER a 8 s \ / No GT f -4. \ _ P/N. 54-A-97B F ; s88 - t . QT v�%dP o 6 ` / G o / b�`a / \ �F \ / r F \ Ex. w� \ / D.B. 593, Pg. 8.� LOT 3 B `V °'ri°^ �o ♦ \6B 9. c �� Ex WM� \ a G� ; \ \\6 c V ZONED. 9-1 James J. Kessler ♦ D �� %� �jC 'S' \ Joyce M. Kessler / \ •B ° l� ' 91'c�' tv, Y s9 <c,1 /' o �'�il, USE RANUFACTUR/NG D.B.818, P.475 A� s��� �' ' y°q\ n� / r - \ .Q� _ \- \ - Zoned:RP / ties Ps,�°�A 8� a ♦ o°'o \r• J4 Use: Residentiala1.99 PIN=54J-1-3B -�i • `/ 1pl \6q f 5� - xa5.: t �6) _ 7r�e3 &46) / / , S3� 5 r. rr* *xsr.s� pROpO G � O� \\S,pPs�°� 6'90 ♦ EX. POL>5/ t. °�F'9� �.p� \ >rv, 9 ♦ j '`/ X �T oo F qR oR FR -1 r A 5r,,7 F �Q �S' R... _ ST % F \ EX. ASPHALT PAVING tiTq✓,Q J Aqo ON 8 )0 F,�.q 4 'y�Nq< \ tT \ c . �• w 1 y Xrs9 Nis c S60 /yT • '�O" �.,\ �� ; PROP. HDCP RAMP, 6�? `j 66 686 4 pS9 F2d/T/O� ..._ \ 3 0 9 ^off / %\ /:.� 5��'�S7EE ARCHITECTURAL PLANS / t xso 02 \ \ 12" x 18" STD. ) 12" x 6" STD. a I un Q STD. U-CHANNEL POST-T • C (^ 0 1 p0 I CL Q PROP. GROUND F �2VEDKING VAN ACCESSIBLE EX. MH BOLLARD DETAIL N.T.S. 5"0 (8"0 in APRONS) SCH. 40 CONCRETE -FILLED STEEL PIPE PAINTED YELLOW (TWO COATS) GUARD POSTS SHALL BE FILLED SOLID WITH NO AIR POCKETS CONCRETE SLAB 12"0 SONOTUBE FIBER FORM -FILL WITH CONCRETE (3000 PSI) -VIBRATE CONCRETE IN FORM CONCRETE PAD DETAIL N.T.S. SLOPE 1.5% STONE BEDDING CONC. SLAB REINFORCEMENT, AS REQUIR NOTE: SEE ARCHITECTURAL PLANS FOR CONSTRUCTION DETAILS OF CONCRETE SLABS AND ALL OTHER BUILDING ELEMENTS. c o FOR CONSTRUCTION DETAI S) co G •,0�, 1p / 4.81 / ��. �,�o A=337.64' / / xr9.d1' il''O Ex: POLE EXj 04 S, ¢9,Q�2 h 4S. C,O , 8, \`r •a' a 6' =01 19'02" °ioo / / �, ` do uG."% " C/o �' ,�'f'F °'�'r'`�'S'�y°� �r.a,e C 0 G �� 6 ®, �_'!v ,rq s. y �N,q `SF �6 Rr.65 EX. GPAVEL DRIVE & Z �s T=168.83' /�', o \ F-f O : ® EX E S cy 00. X A ®, E8 6 `3 \ °� m r R-14685.12' / s`� - r / /�!� �� ; aox 3 �� 6,. 0 9 . ? b STORAGE AREA ` \ - , A XT \ '`rc�o �- F O� Y.���1ca o CD=N35'39 13" E /, ° ` �` x 1.89 8' Re o 86 p .r.,� / a \ o _ � rn / 8? T 4'S � R9 `° r � 4 M Op LC-337.63 ' EX. PR/ME & -- 1, 6 O / A=12.16 /! z a 2 o, pR c ��°\y �` 1 =OO.O ,5 % / SEAL PAVEMENT c/° EX. FROST- ' I c .CgNo �SyY 3S ��• V �� xAr.43 (T %(' , 2 1 / r/ v PROOF HYD. /Nc� ( o , =6.08' ---- / *1144 /� INV. IN=676.71 � � TpA F+ � � ��' PO ��C` pRO J 7 � � x ..•. A x ` = T ' R���G f ` .B PAVE THIS AREA FOR ;.='Oyo �'°,`, o p x R 14685.12 c s.s9 N / 6 .�, PP 5 HDCP ACCESSIBILITY. �, 0 CD=N3T58'16r E o / s ,-A �' �� ® `' '° oo q� .�F "� C1 OF C; ® INSTALL 6' CAR STOPS v� / NS� LC=12.16' / -%w f� - EOP�S & DELINEATE PARKING 0 �e,��- 9<Y i EX. POL ,i __'I �� ®O \ STALLS, AS SHOWN, ��.9rr 0 Op O (T 7s EX. MH¢ - B EX. SA SEW. MH x 0' T R p• v / SAFFO TOP - 678.85 / y �/ ��'c�\�r� ® 11y /� / \ 8 /NV. IN 665.85 / t� I C\ P „ f i TOP = 67 665 - 12 INV. IN = 665. 7 / � ,'/� INV. OUT=674.88 �P A�� INV. IN = 665.i93 '60 � o `TS \ 12" INV. OUT = 665.79 :`,f 6 y`? ADD VDOT #21 A �� / �, r l V. OUT = 664.9 / / STONE TO OBTAIN v <vx�s; � \ EX. GRAVEL DRIVE & \ \;r;r. �� EX. 20' WA7F/�. �� STDRAGf AREA ESTES EXPRESS LINES �. /, EX. MH \ \ \ / EASEMENT _ 5 ` ,� �_ o xso FIN. GRADE. O �� TOP - 677.27 ` _ _ t , ?__ _,r . - "�'..�' _ ''-� ^ r.: Yrf'91 Xs9s o� \ k. INV /N = 666.58 \ \ .,�..h'g, 5 08 34 yy �,, , - �® .� ``�� P/N.' 54-A-97A / h INV. OUT = 666.58 \ , s7 �X 19„�L.84._.. _ _ %`OP x; c0 - ..-Q. D.B. 585, Pg. 248 R �X / \ 0 -12 NC \ ALL -.SEW TO ®0® _�S FX. X. C -� R38 p �► ® EX. FRAM cq �S O&C ZONED. R-1 �,- ,r,q 44 i J ' \ 3 Afiv �1 SHED -�k: �qy� I , . 6� HENRY BUS/NESS PARK ` ` , - 6�6 �" �s �,4 USE. TRUCK/NG TERR/NAL / , . / r�r �s �'I � , `1 •� .19 I / EX. SAN. SEW. MH s� / xis 9z / \ - s j26j -LlG A' 870 Acre f "� `" \ TOP = 663.58 s ` , �� 6, PIN- 54-8-40 ,� - <��� X ��s - � _ _ � / � xso.tt / - �2� S F /�� \ `� S',q� . <? 8s `M.� �, _ E ,.,_ _ ; -� xss.s x69.3ti �. xst.ss rab� `L /NV. IN - 656.50 L0 _AR 2 a- \ Q� 901, Pg. 445 xsaf - TZ5 'ACTIVE \ 1�_ 5� e ,_ 0 EX. L46ERGROUNEY - _ 19 * _ �xs9. �� 6r° � _ 670 �� O T RAGE TANK, /x�r.4s \ sr // 66 INV. OU •� _ _ _ - - - / _ _ T__ \ UB 1a F \ ZONh ..B-2 LOT 40 / s '� EX. EOP _ x�� i ,y _ e. c - - . _ _ _ _ __ ` \ ss. �+ / ./ M 65 1 \ l 6 \ TO �2s-- x.. x V - - __ F , >� PVC 9 v` L E VAC,)VT xe. PS _ _. __. _ • c i - -- \ - 190. 95'- EX. POLE Sy s \\ \ ,Q% ; r ' \ \ O ' ' / xt. -�4� hfu _ -.... _ - - - _. xssr. _ �----- X677�- _ - - - /r" EX. SEW ®�. 0422Z \ j� s _ /Q \ G` ,� ,... / '��., - ..,..+$ QVC _ i7 SAN. 1 - - \ \ \, __ / Q• , x6s.91 X65.sU `X6�?96 - _-��..��- +`S�`"f' A'W44 X89.4o X� Efj - - t4 x , sav o� / w 40�0'�0 _ .� - - _ ___ , SAN. ' S __ S } f \ \ \ s� , 't 9� / EX. SAN. SEW. _ _. - --- _ -- -- - -- ---- " --��EW ' --_ 62\` / µ \ s 54 xT• TOP = 675.55 - _ - _ - - _ - EX. 396.88'-12 0 PVC --SEW. - TOP - b66.19 6 * k�/ ..aa ® 6 0 \ sr s .r `O TO PS MU 670 '_^FX 5,4N-MH 8" IN J / / ti� p♦ �!� 9 \ X� LO`\ T� _- xs .t3 �A/�T 3`EG(! 42�- _ V. IN = 659._�4 ; 9b •'4ip� \, Q �F \ \ .\�i� � . ,x�� (NOT IN SERVICE) / - -- ___ __TAP._ -_ 671, 71 _ I�vz. / T \\ �? \ J .\ s HEI/RY BUS/NESS PAR!( EX. SAN. SEW MH EX. 30' SAN. S5'•W 668--- -- __ _� _INV 1N - 660.72 f2" INV. IN =_ 658.52 TOP = 671.65 EASEMENT INV. OUT = 660. 75 - - 1 INV OU{ = 65A 49 / 6>6s� ``p �F, �` / PIN- 54-8-99 �1 \ � INV. IN = 662.93 �ov 0. B. 801, P . 445 \9 _ INV. OUT = 662.88668/ ZONED.• B-2 �• ' "� � •.. _ : = k66 .♦ti \�/ // , h6 \ \ o�T` USE VACANr �P �� . _ / HUNTINGTON READOl�VS 4k, ZP �� � / ��` ss /X'1rl'� \ \ \ ry���`�� i �- EROSION & SEDIMENT CONTROL KEY / PW 54L-2 ,4� / `��� 10 \ \ \ \ ��� ��• � K/MBERL Y G. HENf�Y -- - 670 � �\ \ \ 00 / P/N. 54-A-97L 0.9 671, Pq. 710 ZONED..• 9-2 / ♦ / \ 0 u�/l USE.• VACANT s F.H. A \ ssy. / PLANT LAYOUT ♦ r N.T.S. JL 3.05 SILT FENCE $F X--X--X _X 3.30 TOPSOILING 3.32 PERMANENT SEEDING PS �• PS --- 3.35 MULCHING --- PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS, 15 RED MAPLE ACER RUBRUM 2"-2.5" CALIPER 47 WHITE PINE PINUS STROBUS 4'-6' 10' 0. C. TAGGERE 45 BORDER FORSYTHIA FORSYTHIA INTERMEDIA 1 GALLON 1CONTAINER D.B. 754, Pg. 621 / ZONE 0..• RP USE, TOWWOUSE COMPLEX 50 0 50 150 Scale 1" = 50 ft Z w � LAJ CL CL a �I rx z✓� (D a- U z ES .G_ z ' 7L +76ii CQ 6i H I- F= U w O w CL Z O F w Q o � z c� Q0� 5 VO w ce CLEn w w p � U 0- Z 0wCC a. Q Q O Z unrr w r ^^ F+� 4-+ 00 N U) 00 •- r N I I I 4 N N N ... w c0 N c0 c0 r c0 ° 000 '� U In to L0 U > U �✓ 11 +1 In 4- 0 0 Q (1) W r z Q_ -Ca U X N 3 F� LL. j,TH OF l TWO" G.IPNNTER � No• 260 �ss10NAL SURVEY: C. I.: RITCHIE 2' SURVEYS RAWN: JOB NO.: .L.P. 9512006 CALE: DATE: "=50.0' 12-15-95 EET: 2/2