Loading...
HomeMy WebLinkAbout27-01 Airport Warehousing at Arbor Court (Revised) - Shawnee - Backfile (2)OWNER Z DEVELOPER: SITE PLAN REVISIONS-rEBRUARY 14. 2001 GENERAL NOTES: HARRY HILL EXIST, SEWER MH -ADDITIONAL VDOT ENTRANCE PROPOSED 1. INFORMATION SHOWN IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED FEBRUARY 2, L:11A GLAIZE & BROTHERS RIM=702.24 -SANITARY SEWER LOCATION REVISED 1999, BY OTHERS. INV. IN=692.64 -ADDITIONAL PARKING & LANDSCAPING PROPOSED 2. BOUNDARY INFORMATION SHOWN WAS TAKEN FROM BOUNDARY SURVEY DATED MAY 21, �� ENGINEERING, INC. TM 64 ((A)) PCL 80J INV. OUT=692.44 1998 BY MARSH & LEGGE. www.trioden .com BLUE RIDGE IND. -PROPOSED FIRE HYDRANT RELOCATED FROM ADJACENT TO 13.350 ACRES ��,�� -PROPOSED 8" 3. BASE SITE PLAN DATA PROVIDED BY GILBERT W. CLIFFORD & ASSOCIATES. o� USE: INDUST. TM 64 ((A)) PCL 800 l� g51 C `1 SDR 35 PVC EXISTING HYDRANT IN NE CORNER OF BUILDING TO o o N N n 0 00 ZONED: M-1 ,10''� '�1p431 13.350 ACRES ,�1otA1 `\ KENNETH D. and THERESA KOVACH SE CORNER OF BUILDING. 4. FIRE LANE SIGNAGE AND MARKINGS REQUIRED AT ALL FIRE HYDRANTS. N n n o \ i .11p3s1 SAN. SEW. 0 0 0 0 0 0 BENCHMARK USE: INDUST. \ JACK & BORE UNDER TM 64 ((A)) PCL 80S 5. STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND �` Ff Existing Eire Hydrant /' TOP FLANGE BOLT ZONED: M-1 ,1j0`21 \ ( 0.85 ACRES SECTION 311, USE GROUP 8 (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. /N �i OF FIRE HYDRANT�91 el RTE. 1000) USE: INDUSTRIAL/VACANT OTHER CODES THAT APPLY ARE CABO A117.1 1992 ACCESSIBLE AND USABLE BUILDING AND 54g x s`1 x °,eel <10,,6510� v(�o� /el ELEV.=705.48 ,10311 ,llot.gl o�e4 , ,.:1101 \`"���0,,'1 ZONIED: M-1 1 �� FACILITIES. H o t 9�)• 10� ,° PROPOSED -20 - lam\ ~ 702---__-_ PHASE 2 C y RIM=705.38 �, `J ;103 ---- --,___ �_ 700--- e5 --cDRIM=IN2.37 MINIMUM 5'x 5' CONCRETE STOOP TO BE PROVIDED AT ALL EGRESS DOORS. o _ INV. IN=693.68 "-___l - -• `�`0 STA. 14+22.29 EX. 8 SAN. SEWER SAN. W. EA E NT -`-_ •�------------"--------------- INV.lN=691.87 6 AT A °, E c �e s i..!! 4JT o• s . - - 7. THESE PLANS A,RE TO SERVE AS A RECORD OF REVISION TO PREVIOUSLY APPROVED INV. OU1=693.58 ' .` ' - _. ' ` � � � � 1a1g 3' E �� - - - - - Z00-- o�erul T-B: 8 x6 TEE 691.77 u INV. OUT= m o � `` II , _ 1-6 GATE VALVE PLANS: a o o S n a E E �- E � o a 3\l p , � _ _ _ �° LA. SEC. R ��1000 06OR CO 2•y� _ _ - --- �T--- ---_ 021 1-6' FIRE HYDRANT TITLE: AIRPORT WAREHOUSING AT ARBOR COURT ; Q 8 > oail 2 -- - 02• a o Q 0 0 0 SDR 18 R W EX. 8 W M APPRROX. LOCATIO AVEMBLY w/BOLLARDS FINAL SITE PLAN APPROVED BY FREDERICK COUNTY ON 10/20/99 a TAP I W W W W w W W `W" - W W T; o° Y c°� E E 128�F�T 04�1 3 e` 2" log ----{9 - ENGINEERING FIRM: GILBERT W. CLIFFORD AND ASSOCIATES, INC. o 4: - APPROX. LOCATION) m Y ° ONWEALTH / 1- 331 1 12' ___ 12' EX. GAS MAIN ( G ! L e --- G ENGINEER OF RECORD: RONALD MISLOWSKY B a = �1� ,110 . „ , Tqp -_- -- CG-1 1 pER .10��1 N 60'23'29" �RF _ �_____----- �- 0 - M8. NO STEEP SLOPES FLOOD PLAINS WETLANDS SINKHOLES WOODLANDS OR OTHER m o 0 OF VIRGINIA. / IR - N 64'06 27 E 529.73 ER . _ ENTRANCE_ 1 �Pl -__-- a ' ' Ex. Overhead Electric and �` - -- -- ENVIRONMENTAL FEATURES EXIST ON THIS SITE. Bell Atlantic Telephone V i qa� C - _ - -Z10 1-- - - - - Sp36� ( rd i0�oc. G G ESM 30' DRAINAGE __-_--- ,- '�lbg�_ 9. ALL PROPOSED UTILITIES TO BE LOCATED UNDERGROUND. N I 1 BY V..0.� EX. F.C. �. -6" ftla c: Srienandoah Gas Line App ) t; (6�B. 7 PG. 127) - - _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ --_-_ _r- _ _ 7 .80 C P © 0. EASEMENT -\- ; '' STA 15+69.28 W 6 2 RFCD �\:' 10. DEVELOPER SHALL FILE FORM 7460 1 WITH FFA q n :„ PHASE 1 I � �EME - - - - \- - - - ! oo,� 1 - 8 45' BEND 11. NO OUTDOOR TRASH RECEPTACLES PROPOSED. TRASH IS TO BE TAKEN DIRECTLY TO STA. 10+43.05 J _ ,1 1.2� THE FREDERICK COUNTY LANDFILL BY OWNER OPERATOR. 1-8'x8'x6' TEE � � ' sr � � po''� �� 13 l II 1 �o+ t - p, - - - �ONTRACM - - - - - - - - - - - - - - - - - -- - - - - - S J - - - - - - - _ _ - - _ _ eg 12. SIGNAGE SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, SECTION 165-30, 1-6 GATE VALVE , TO MATCH ® s' - - - - •• 1-6' FIRE HYDRANT u ere \�`� `��' 9 g oo \'�G > I � �� 4 „�� 24A0 \ � +\ _ SIGNS. ASSEMBLY W/BOl1ARDS N ' ' 'btPiLrJAY R - \ j \ 13. ANY OUTDOOR LIGHTING INSTALLED IS TO BE DIRECTED AWAY FROM ADJOINING JPROU� Y 1 gg PROPERTIES. NO LIGHTING IS PROPOSED. 8.0 6 l 14. NO OUTDOOR STORAGE PROPOSED. 0 2� 00' i I 6' rn I I 3 I I \ 15. SPECIAL INSPECTIONS SHALL APPLY TO CHAPTER 17 OF THE BOCA NATIONAL BUILDING o PHASE 1 u a �31 ; 180 1' ' b �y'" ,T \ Existing Fire Hydrant CODE/1996. 00 0 STA. 10+00 I 1 1 1 lb 16. MAX. SLOPES ACROSS THE HC PARKING AND UNLOADING SHALL NOT EXCEED 2%. 0 1 rn 1-8' TAPPING SLEEVE .1 �0 1 / E 2 / PHAS SA W 4 �' 17. SEWER SHALL HAVE CLEAN OUTS EVERY 100' PER THE IPC AND CROSS CONNECTION 1 o 01 0 do VALVE, BY FCSA u 110~71 ljOT A TYP ' COPP " TYP COPFEit 1` 'K" ft�P TYP COP �� ,,,� 31 \ ---�E1EC di TEE I ELEC do - WA , o2M1 INV / 8. C /OU Y �. \ r I WHERE WATER AND SEWER CROSS. o �, .11 4 I N 9 8 . - . 85 2 ,0 \ STA,16+19.79 c / / ° �4•�yy /8'x 4' WA / 3/4 / >o l6ge,� C9' 1 - 45 BEND FCSA CONSTRUCTION NOTES: °o ;� o 1a � 1 4' aT� SIDE OP �4 AR H M / I 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. y o ,Iio3 nn ( / i f / / t \ THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION v v v / P P F N S ��\ I I AUTHORITY. C� to �. sal �►1 MF' �� �j / ���, j j / /\ I 6gg�T 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE m II �1a• pa , ,�, /9ry:U0 / � AUTHORITY. Z T 4 INV. IN =696 / 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH o GLAIZE & BROTHERS u ' , 24,000 SQ.FT. BUILDING 24,000 SQ.FT. BUILDING 24,000 89.FT. BUILDING I _ TM 64 ((A)) PCL 80M II i 4" ��TERA / , l6 \ a rn c �, U 1 el \ THE AUTHORITY S INSPECTION. Dr c \ - U J 2 8 PHASE ONE ) PHASE THREE PHA E FOUR WINC. WOOD --WORKING CORP. �- •N Y 2 3 5.068 ACRES I " �I c-� � -2 S +� B �� / � 1 \ 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION J o o L USE: INDUST. I X i ',°' �.I _ �� / 1 -P TM 64 ((A)" PCL 80D OF WATER METERS THROUGH 2 IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) 0 0 v F. 5. F- 05'. 7 0 I N ZONED: M-1 III I 1 �+ I° F, _ 10.92 ACRES THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE OP. H 2 I +�- USE. INDUST. FRAME AND COVER TO, BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE • I 4 qD' � ZONE[: M-1 TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS II l I 1 _ , ! I OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE PROVIDE HANDICAPPED ACCESS. P UNT NDIC KI P ;� l I I c� w ' , I DEVELOPER/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED Z MAXIMUM CROSS SLOPE= 1:50 ' 1 I ATE IN c�EC P 6-9N� ly - I g95� CORRECTLY. 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: U N I I T I P ( A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. w I ; Q Q \ �. I I X 1 B. THE DEVELOPER/CONTRACTOR MUST (1) MAKE APPLICATION FOR THE TAP, (2) PAY DEPOSIT // 11�� J N I `) I r . - _ \ 1 (BEFORE WORK BEGINS); (3) MARK THE LOCATION OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE Z V z 1 .105>l ,l 19.0 ' \ \\ WORK IS COMPLETED. Z a > Q W Z m ROAD CROSSING BY JACK l I 6. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE Q z AND BORE METHODS. II I \ W I I MANHOLE. 5; g d Z J j O �\ PHASE 4 7. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY c5 z a 0 O 0 rs 0 EX. MANHOLE ,� \ \ I STA. 18+33.58 OR A RPZ BACKFLOW PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE D o >- z 0 � Z RIM=706.00 O Q .I t` , T I \ m F_ 0 (9 (9 Ix INV. IN=695.80 U DE NNE - ® a�\ \ 1-8 x8 x6 TEE STANDARD NO. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. o 6 Z rn 0 Z p Q , 7 I n v>0a wZwUz= INV. OUT=695.70 u w''''',� 5.18' W ,�1 ` -� I 1-$• �� ��� WINCHESTER REGIONAL AIRPORT NOTES: W o g • z `-' 1 6 GATE VALVE _ _J • J O N - x 1, _ . LOT 4-A z Q - w k!1 .aoe. - �41... .- 70 5C ®.. 1. 0 I \ 1 6 FIRE HYDRANT •� - N > 0 H p Q -1 1. ALL OUTDOOR LIGHTING TO BE SHIELDED TYPE SUBJECT TO WINCHESTER REGIONAL Z Z O O > 0 L 0 I N A R A - A i N A R C A I N w/BOLLARDs w w?- 0 o I A G E LOAD D � LO D G AR, EA LOADING ARE II � AIRPORT AUTHORITY APPROVAL. � N o � . Z z O - co Llj PROP. TR: I \ p 2. OWNER DEVELOPER TO SUBMIT FEDERAL AVIATION ADMINISTRATION FORM 7460-1 - w Ex. MANHOLE I ~ -- J S 2 10 10 A 18+33.58 / L) z 0 c� U H r` 1 _ I I--� I 6g • _ . FOR APPROVAL. COPY TO BE PROVIDED TO WINCHESTER REGIONAL AIRPORT. Z Z w • N W = M TYPE:' DI 1 , l 1 8 PLUG W 3 A z INV. N695.21 d I ' = i.' ��. \ / 3. OWNER/DEVELOPER TO NOTIFY WINCHESTER REGIONAL AIRPORT OF CONTROLLED W a © 0 w o h RIM . 700.50 ' I + THRUST BLOCK w I INV. OUT=695.01 z W I I ; = 1 . I by�kl_ •�� i L- - J + 01 PIPE JOINT BURNS 24 HOURS IN ADVANCE. 0 U 1 � � INV.: 698.00 - .� .. � ! I �, c7 - = nI +' + AVIATION TR OBSTRUCTION FLAGS AND LIGHTS. CRANES TO BE z Z �J , I � . � . \ PAST T� ,� 4. ALL CRANES TO HAVEOBS U LA :1p1 1�5` I G� I P PHASE I l 1 1' 1 �� I I \ - / LOWERED AT NIGHT. Q w N i CoJJrrwcroOR 5. OWNER DEVELOPER TO NOTIFY WINCHESTER REGIONAL AIRPORT 24 HOURS PRIOR > r 1-8'x6' TAPPING SLEEVE 1 �' I - I TOIMATCH \ l / \. al X 71. 1oQ Q do VALVE, BY FCSA u 00 1 1 M \ ,.. DO BLE l ; , TO BEGINNING CONSTRUCTION. N 1-6' ARE HYDRANT u + I \ ` SE SITE STATISTICS: L I j ' I PA MENT AS ylbgg5l c!� ASSEMBLY W/BOLLARDS II I \. a, \.. 7 1 �,�` �� PR IN + dL - - APPROWD II �1oe 1Cb• 110�11 9i \ \ t` t�bg98� l �\ PROJECT SUMMARY u 4RAINAGE ��.�. ? . \ i r MAGISTERIAL DISTRICT SHAWNEE 30 C� ' � 1 C'' I o TAX IDENTIFICATION NUMBER 64-A-801 TH V �9e1 r BENT �0? = 1 ` OF w 4 . \ .�, \ 2 TOTAL PARCEL AREA 7.8880 ACRES G l ♦ FILL DIR> '� z R, I r� ' o �, ZONING M-10 SAG, DENNIS HERNDON �� I ��` PH A I �7 ,1a� i y<10t.5i O ADDRESS 321 ARBOR COURT, TM 64 ((A)) PCL 80 A N I , \ I / I al , WINCHESTER,VA 22602 ODD WOOD 5.03 ACRES 8 ' \ '�6r 1�6� CURRENT USE UNDER CONSTRUCTION No. 032091 USE: INDUST. 1321 j \ CONTRACTOR TO PRO�ID>`t6MF-ft81V---_ RFCD v I l 10 / ` PROPOSED USE WAREHOUSING 4 ocT Zook wa u ��� iap,E� .a�\\ CHANNEL TO ENSURE POSITIVE DRAINAGE. _ ,`1� \ ZONED: M -1 po6 I \ R S/ `, '' �o E ��;; , 21 g51 _ EXISTING LOT AREA 7.8880 ACRES �� / \ \ l \�\ -�s -----_ tog _ �� ��102 .x Ol. C `Z DEVELOPED LOT AREA 7.5 ACRES 'S, tyCs1 / �--- -- -- _ _ - IONAL E " l} \ ` `� ` SETRACKS REQ Lnrn ,, i my ihlJVa%t:L REQUIRED {I T.0 1 .60 \ ' �,�1p5 \ o 4 _ , - .<6`,`s•21 MOP. STR. 1 1 i 5' RE' \ �' FRONT CORfJIERSIDE 75' 75' 75.16' & 80.00 PROFESSIONAL SEAL HANDICAPPED ACCESS RAMP F, \ t o- 1 - ti ( ) ( ) AS DIRECTED BY VDOT INSPECTOR. V __ 706• al / \ `� - - THAS� IYPE: SIDE 25' 81.92' ` MANAGEMEA 698 - - J REAR 25' 65.38' 1 , I , S�et>,i.1o29 2�6 �, ,+ `� m0A `� n TER o K ` 001 MAXIMUM M-1 HEIGHT 60 FT PROVIDE EC-1 ) ', 696. 0 / N --5�-- /-' 1It -- j -- FLOOR AREA TOTAL O° 70 / I 1 --�F --�', ' PHASEONE CONSTRUCTION ENTRANCE `L\\ x 70100 , .t PHASE TWO 24,000 SQ FT. (' Z - PpRKINGGK - ��'- II WITH WASH RACK REQUIRED \ - / 69a ! 5 - JAMES RIVER EQUIP: (REQUIRED) '+ r - 696.25 480.60' ��1�31 PHASE THREE 24,000 SQ. FT Z �\ ' - -- \ PHASE FOUR 24,000 Sa(. FT. - g 11w9� 11W` S3 `1�,6 .2�1, TM 64 ((A)) PCL 80R �,, \ TL (, W FT. I IRF 1p521 2.83 ACRES ! °� I FINAL S1 i' i. 1` %000 SO. N ~ l USE: INDUST. -- --70 - / �S_� i AP(�RO\°'r D 0 S / 1 4 p0' 1 g' W PROVIDE EC-1 , \ DEVELOPED LOT AREA 7.8880 ACRES D b cs . 00. a ZONED: M-1 - \\� F �. _-�-5 5 \CLASS Al RIP RAPS Aim© t. LOT AREA DISTURBED 1.50 ACRES 0 -Sg I 20' pRpJNAGE I;a= 4 I N /F i \ FAR ALLOWED 1.0 = O W Vicinity Map (1:2000) E�EN1 W 6 DEARING BEVERAGE J. P� `� ' p ' FAR PROVIDED .279 W V wZ °� ,l'p Y °' ,po"�? IRF i i TM 64 ((A)) PCL 80E �1p3�1 MAXIMUM BUILDING HEIGHT 60' 2.5'1 ' o o "' W r y Sol-, •, i � � PROVIDE PERMANENT LEVEL $PREADER! 5.02 ACRES PROPOSED BUILDING HEIGHT 32' Wa ; E"S°'�` ' ; ; , I , USE: INDUST. �10,0) SEEDING REQUIREMENTS: PARKING O cn MATCH EXISTING PAVEMENT , / �� P i 6 VDOT CG-7 -i. 7• •u ' ` / 1 •�b91 I 11p35).ZONED: M-1 PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED SHALL REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIREPHASE ROVIDED m Q n &a am / / I2V �aa o 1 RECEIVE A MIN. 61N. TOPSOIL AND BE SEEDED AS FOLLOWS: 1 /4" 1 FT. MINIMUM* 7w as j l .t6g1' i, E r: EXISTING PAVEMENT nc �� ,02 ,�, �69g'3T I 200 LBS. TALL FESCUE PER ACRE WAREHOUSE4 49 4 0 4 4 9 TOTAL PARKING SPACES 4 49 8 49 12 55 16 94 '°° ; 40 0 40 80 120 12 LBS. ANNUAL RYE PER ACRE 1 1/2" SM 12.5 �' som 0 0 • ,3c •$ IOU lo�ol 400 LBS. 10-20-10 FERTILIZER PER ACRE STANDARD SPACES PROVIDED 88 0 4" eM 25.0 � am �,,,, '$ AGRICULTURAL LIMESTONE SUFFICIENT TO BRING PH TO WITHIN 6.5-7.0 HANDICAP PS ACES PR I 6 0. o -Site LEGEND: /� / 2 TONS STRAW MULCH PER ACRE TOTAL SPACES PROVIDED 94 � Q 8" 21 3 �` a \\ ABBREVIATIONDEFINITION S c a l e 1 - 4 0 PERMANENT SEEDING WILL OCCUR AS THE FINAL PHASE OF Q W *MATCH EXISTING CROSS SLOPE w 5 A 150 A «, "' CMP CORRUGATED METAL PIPE CONSTRUCTION. PARKING LOT SETBACK REQUIRED: 25' MIN. FROM RIGHT OF WAY/5' MIN. FROM .a \ �{ FIRE HYDRANT PROPERTY IJNE "" GLM GAS UNE MARKER SECTION THRU PROPOSED ENTRANCES ° t J • '� � 149 ,:_, GV GAS VALVE '•' °A • e INV. INVERT BOTANICAL COMMON NAME SIZE PLANTING SPACING QUANTITY ® SANITARY MANHOLE WPP WOOD POWER POLE FLOWERING PEAR FLOWERING PEAR 2" CAL - 6' HIGH 20' ON CENTER 64 WV WATER VALVE TEMPORARY STABILIZATION: SEEDING TO ST,^.31LIZE AREAS LEFT DENUDED PROVIDED 26' FROM RIGHT OF WAY/ 20' FROM PROPERTY LINE FOR MORE THAN 7 DAYS, BUT NOT YET AT '=INAL GRADE SHALL BE AS FOLLOWS: LOADIN PS ACES REQUIRED Cl PER 40,000 LFJ PROVIDED 60 LBS GERMAN MILLET PER ACRE (MAY THROUGH SEPTEMBER) 2.4 4 60 LBS ANNUAL RYE PER ACRE (OCTOBER THROUGH APRIL) Drawing 400 LBS. 10-20-10 FERTILIZER PER ACRE. LANDSCAPE CALCULATIONS AGRICULTURAL LIMESTONE SUFFICIENT TO BF'.NG P;-I TO WITHIN 6.5-7.0 REQUIRED: 1 SHADE TREE PER EVERY 40' OF PARKING LOT PERIMETER. Number: 2 TONS STRAW MULCH PER ACRE 2287/40 = 57 SHADE TREES REQUIRED SEEDED AREAS TO BE WATERED AND CARED FOR AS NECESSARY TO 1 SHADE TREE PER 10 PARKING SPACES OR A MINIMUM OF 5% INTERIOR SPACE. 94 SPACES/10 = 9 SHADE TREES REQUIRED ILEX CRETNATA "HETZII" HETZ HOLLY 36" HIGH 4' ON CENTER 66 IRF IRON ROD FOUND PROVIDE GRASS EMERGENCE. PROVIDED: 57 SHADE TREES AROUND PARKING LOT PERIMETER 11 SHADE TREES IN INTERIOR ISLANDS METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5JB'x3/4" Or 3/1" to in. Us. Non-Trallc M32C.PW Traffic A32HH - T 1 • 24 h. Die. Non•TraNc MC30 (F WITH RML-1-T (fop Lid) Traffic MC-30 MTN PAIL-12-T axporabon stop surrounding gbox - tUb fl 10 KOOIIefM101Y' ItINhOU: j0if� lratn wMr main nim 10 frNtr — mum UTTWQ PARTi sibs ; $ yoke atbheli w we wo -* -P,,-hWW- V "'aVYU2 BAo4-224W HHCADI-348-TV EC01 1• 3/4• 603 fA=1329Wi HHCM1-323-TV EC-23 1' V Y504 BAD"44W HFiCAp4 444 TV ECG trsalad 2 x 4' with fop fir pairdl d i* mein cove r above root 0 I yy F.0 S.A. _ tort erhgk chow* Valve with drain valve y�c� evilve u w terme balding orb & guitar Street M l la bag of p 1, INSTALLATION NOTES: sidswelk . 1. Exact 10oation of main boot aaeernbly to be approved prior to inslasaiion. 2 Walter earvhca crossing snot shall be 1' type vsowad in 3' ds. SCH40 PVC or ( copper ✓lpe.s. T , Q ww run torn one bar beyond sidswalk, scree. is A street, to one kfa beyond sick wak V 1� X— V V TEE ) DUAL WM ER OWALLATION 5/8'x3/4', 3/4' i 1" (METER INSTALLATION Figure 6 oat New olvrhax cap with bravo plug nawk,g a Modal =:W* nk aqa uhW Panella PMW-CSK (41 Panalla Model PAM-CSK (en finished L_ square oon«ab akld pad 2D'x 2n 1r deep I I c/asnaA ppa SOR 21 SOR 36 spigat by SDR 21 g..kal.d tloR 36 bell adopter g-kood bell wya s"r'� ) 36 eptpol by 13DR g sk rd bee 46' sower man SDR 21 bend On rhos) `— hr aloe. b.ddrhy NOTE: 1. W1aw kmglh of aawoe label to awaeds 76' a daarout aaumhly OW be aelshad at to properly line. 2. s by of wwa main Is Wesher than 15', than wys and lard so be heavy wall 90M. SEWER CLEANOUT Flom 17 t noch width as 1 C dia. edndule 40 a" pipe Ned with ooncra s wd pointed yallow r :k 18' alias ; •;�§: , 1'-6' concras ancamernart i BSI -LARD DETAIL diraaYorl of s"V 1D be approved prior to htlailadon pw 1'3• sq. x 6' deep sew type W" box 1 U< , loombar mentor w wm - — FIRE HYDRANT ASSEMBLY Rqura 9 �+ top as nnttol. at grad. in pa errnertt waste unless oitwwles directed l g �� anal be eel 24' min. above grade in easenwtt wow) equwo skid pad r tlok— -� oonorele ASTMC-150 y 4000 Psi r or Ur (typ.) _ wrap ward heat etwrrkaNa sheer [Wrlhpk*" by CANUSAI 4 boss (3/4• dia.) adluttkrwrt rings (11• max.) � pioneer 301 nhastlo appWed . hill wsen Joins and on A st rior side a )orte jornta we b be new wsh'O' ring 90" W-W ve►ishle • I.D. • —pipe to ma how oom ns lion to be by Isodble slewe avert channel to provide a 9-0' mh. arnoolh transition In to out for all owinecdons -V max. v4r nsx. — lens. .�...% at bodorn f . 4 ,• .. : „1jar-.. '. top of menhole to form 't• `^ ' ' S S�►.•_rw.• beflCtFlAlell Wr10 all w. es lop of chaysl - rl v. awe ::hewlan„al NOTES: 1. rWenhoW nations shall h, ,» an wMeTsl con -rig of aFprvh'.hd tlkwsdk; wow prooMtg prior to hulailaw. i. 'tint awe, 91 we s ad}Inwd elevation exceeds 11W ncCtss LIN oananle sdjustmau rehgs .sin a aderior awing r-r vat l A' branch bit rnastc was, proofing. 3. Final aknpe ad(usenent of mrttole kerns may be by sham ad ran -shrink grout 4. Skid pad to be placed wound malwin Wooled in shaldae a rods. 5. Flat top aMrhg shall be used an shallow ma ih is (6 R or less) rnlalisYar. STANDARD (MANHOLE FWm 12 EXIST. PROP. HH M H 710 _ _ _ 710 i 705 - 705 i 700 _ 700 695 695 , i I 70. ®" ,SDP . 35 4 0.65% 690 690 _ i Q N O O I_..__ _. 685 } a + o S 685 Lu Cq j� tt*i� oz 0680 0 1- 680 An wo 8 i 8 -9n,Z-OggZ y� -- i W CK a.. i 675 _ _ _$N 675 8" SANITARY MAIN EXTENSION PROFILE FROM EXIST. MH TO PROP. MH SCALES: HOR. I" = 40' VER. 1 " = 5' 710 EXIS,_ NG GR ►DE P _ _ __ _ _ I - -- _ - �- �- ; _ f- -- - _ -- -- — _ —_ —. GCE AI THIN ---� -- -�- --- — _— _ _� _ -- _ _ _.. _ _ _ ___. i-__._ _ _____.. .__.1__ __._ -_-- _� —_ - — -_ — --- _. . __ . —_"___ _. _. _ _ _ __. __-- _.--- -_-_ _ .__ _ __-- _._-.. _. .._._. -. -_. _ _ _- _ _ EXISTING--PROPOSEDI GRADE I 705 COVER GRADE 705 IF- z rtm —._ J_ o -_ , 700 aSt„ watemain —_ -__ - -- LLJ 700 PROPOSM- !-1 —4V6 ... ......:..... ............... _ -- - -_ --- ---- �_ - _ -- - _ — - --- _ on SDR 2 695 -� _J J of �__ w -� -- _ -- __ _ _� _ _ _ _ -_ _- -- -- --� - __ _ __ __ _ _V) - - 690 - _ _ _ _ _ - - — - x >� �- w �> Q >o>� -_ _ _-- - _ _ _ - -- _ _ ---- - - _ _ _ .._. _ W� _ .. 690 --- g — a x -- CL (D C0 X. _ _ __. _ _._._ :r, _ N it �O s� _' t0 (O I_-1685 685t i 0_ M -4- .- Go! co 680 - ---- _ - -- — _ o _- - -- �, - ---- --- --- -- --- - — -- — --- ,, -- --- — -- --- -- _ - ---- - - --- -- _ _ �,� . - 680 + 1 + 1 1 +00 12+00 13+00 14+00 15+00 + +18+00 8" WATER MAIN EXTENSION PROFILE STA. 10+00 thru 18+49.58 SCALES: HOR. 1" = 40' VER. 1 " = 5' =:I L TRIAD ENGINEERING, INC. HARRISONBURG. VIRGINIA �Ig ��► ° 70� U i'ODD . WOOD Y No. 032091 ti TONAL E PROFESSIONAL SE& I saJ (� Z Z Q Q ~ W N 0 0 1 J _ W Qat .Z 00 3 in ICL V /y Q �N p 0. Q }- iZ W J Q --- Issas Z O :3 V Drawing Number: C-2 SITE PLAN REVISIONS-FEBRUARY 14.2UU1 GENERAL NOTES: ":11A OWNER f DEVELOPER: HARRY HILL EXIST. SEWER MH -ADDITIONAL VDOT ENTRANCE PROPOSED 1. INFORMATION SHOWN IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED FEBRUARY 2, L RIM=702.24 -SANITARY SEWER LOCATION REVISED 1999, BY OTHERS. GLAIZE & BROTHERS INV. IN=692.64 -ADDITIONAL PARKING & LANDSCAPING PROPOSED 2. BOUNDARY INFORMATION SHOWN WAS TAKEN FROM BOUNDARY SURVEY DATED MAY 21, TRLAD ENGINEERING, INC. TM 64 ((A)) PCL 80J INV. OUT=692.44 1998 BY MARSH & LEGGE. WWWAF;oden BLUE RIDGE AND. '� -PROPOSED FIRE HYDRANT RELOCATED FROM ADJACENT TO 13.350 ACRES TM 64 ((A)) PCL 800 �� I�iii�°9' PROPOSED 8 EXISTING HYDRANT IN NE CORNER OF BUILDING TO 3. BASE SITE PLAN DATA PROVIDED BY GILBERT W. CLIFFORD &ASSOCIATES. ° USE: INDUST. 3� \ol 11F� SDR 35 PVC KENNETH D. anct THERESA KOVACH 4. FIRE LANE SIGNAGE AND MARKINGS REQUIRED AT ALL FIRE HYDRANTS. $ "1 � 13.350 ACRES ,,o \ SE CORNER OF BUILDING. N a o ZONED: M-1 \ ,�io�' \ \ SAN. SEW. TM 64 A PCL 80S 5. STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND 0 0 0 0 0 0 0 ��0361 BENCHMARK USE: INDUST. 21 \ (JACK & BORE UNDER (� )) SECTION 311, USE GROUP 8 (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. Existing ire Hydrant % TOP FLANGE BOLT ZONED: M-1 •h°`' � � 0.85 ACRES 9 y \91 RTE. 1000) USE: INDUSTRIAL/VACANT OTHER CODES THAT APPLY ARE CABO Al 17.1 1992 ACCESSIBLE AND USABLE BUILDING AND -4, x x a51 651� '4v (�� �' EOLEVIR 705 HYDRANT ANT 21 io\91 ore" �� ; ��0281 `�,Msl ZONED: M-1 0 o L a o 54s 2�l °" h°``' Z91 .,off°� hp3. _ ---- �10"I �,�_ 7oz------_ PHASE 2 FACILITIES. NC RIM=705.38 kz�p PROPOSED.._2D' �_-------------------BRIM=702.37 a a `�,hp36Y EX. 8" SAN. SEWER SAN. SEW.'EA E NT _- _ 0 700---�,95 STA-zoo. 14+22.29 _ _ - - - - - - - - INV. IN-691.87 6 AT A MINIMUM 5'x 5' CONCRETE STOOP TO BE PROVIDED AT ALL EGRESS DOORS. y .0 - INV. IN=693.68 " = a a = _ ; 3 f %---__ �� _ = a = _ c , c _ - - ` - - - -�=-- T-8 X8"x6 TEE - INV. OUT=691.77 7. THESE PLANS ARE TO SERVE AS A RECORD OF REVISION TO PREVIOUSLY APPROVED m o a B INV. OUT-693.58 I j9 o'�i. E ° °\. p1�1 1-6" GATE VALVE PLANS: E > I. o a 0 0 A. SEC. R 6��1000 r�BOR CO 2y� -'--- Y- - - 02) 1-6" ARE HYDRANT TITLE: AIRPORT WAREHOUSING AT ARBOR COURT c U �X. SDR 18 6 R W EX. 8 W M APPRROX. LOCATIO AEMBLY w/BOLLARDS FINAL SITE PLAN APPROVED BY FREDERICK COUNTY ON 10/20/99 n �p V W W W W W W W-W----- W W 10 o E E ,a 128�F�2 - } e\ 2, 2� _ ~�9�1- ENGINEERING FIRM: GILBERT W. CLIFFORD AND ASSOCIATES, INC. o Y o a TO a'JIM N� �/ 1- 'c6" j� 4, 1 12' -- 12' EX. GAS MAIN (APPROX. LOCATION) ENGINEER OF RECORD: RONALD MISLOWSKY t a d ° ° _. I C ONWEALTH �. ---'~ ,��o� Tqp -- CG-11 pER �o\�l N 60'23'29 �RF-------�- G COMB. NO STEEP SLOPES, FLOOD PLAINS WETLANDS SINKHOLES, WOODLANDS OR OTHER m 7 - 529.7-1 FR ~ ENTRANCE 1 1P l __= o a .2 � 3 > > GATE -VALVE~ N 64'06 27 E-----i;- ° 1 OF VIRGINIA. / IR -'" _- A •. N nl t - - -- -- -- -- - ��o�-- --"� --- �- -- -- -- -- - -- -- 75.07 ',� ENVIRONMENTAL FEATURES EXIST ON THIS SITE. g Ex Overhead Eleclnc and °jb> io <, G ESM _ 6. Bell Atlantic Telephone u; 'bias l - - - fro � - - - - - rb>�. loc.) >; 30' DRAINAGE ___ - _ ' _ 9. ALL PROPOSED UTILITIES TO BE LOCATED UNDERGROUND. N II BY V..0.1 ,% EX. F.C. �. 6" 1�fnsis Stlenandoah Gas Dne (APP �i 7 .80 CID @ 0. � - (BBB. 7 - - - EM - - _ - - _ _ _ _ _ PG 127) ��, EASEMENT - �-��'" STA 15+69 28 � 10 DEVELOPER SHALL FILE FORM 7460 1 WITH FFA PHASE 1 N ; l ; , ��� -Et�E - - - - - - - - - - - - -- - - - - _ - - - y _ 7 RFCD goo,, \ -' 1 - 8' 45' BEND 11. NO OUTDOOR TRASH RECEPTACLES PROPOSED. TRASH IS TO BE TAKEN DIRECTLY TO STA. IG+43.05 _ _ 169i21 THE FREDERICK COUNTY LANDFILL BY OWNER OPERATOR. 1-8'x8"x6" TEE II i + sr �r pprT�., ino •l�0''' 7,3 _ _ _ \ - - - - - - - - - - - S J - - - - - - - = = f ,�l'JAL SITS ". -= 12. SIGNAGE SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, SECTION 165-30, 1-6" GATE VALVE I � � �s - � - - - To MATCH - - - - - - - - - - - - 1G 4 24.00' F t�UVf a:: SIGNS. M 1-6" FIRE HYDRANT '�.\,,° ``��' 9 9 DO r I „ b ASSEMBLY W/BOLLARDS II ' - - - - - -I MC3- I \ ,A. V 13. ANY OUTDOOR LIGHTING INSTALLED IS TO BE DIRECTED AWAY FROM ADJOINING PROPERTIES. NO LIGHTING IS PROPOSED. PR ous Y " 8.0 ' lg9 14. NO OUTDOOR STORAGE PROPOSED. c� of I qy I I APP ovE 6. 1 1 I 3 I I 6 , 3 4l q ti _ 15. SPECIAL INSPECTIONS SHALL APPLY TO CHAPTER 17 OF THE BOCA NATIONAL BUILDING o 24.00' .�. PHASE 1 a �31 ; 180 1' Nano/ �. _ STA.10+00 � I r' I 1 12"1 �)= �6 .1 \ ', Existing Fire Hydrant CODE/1996. o 0 16. MAX. SLOPES ACROSS THE HC PARKING AND UNLOADING SHALL NOT EXCEED 2%. 0 1 rn 1-8' TAPPING SLEEVE ;� 41 FDA 1 E 2 / PHAS SA W 4� 17. SEWER SHALL HAVE CLEAN OUTS EVERY 100' PER THE IPC AND CROSS CONNECTION `i o 0 0 do VALVE BY FCSA u I �a.1i p TYP COP ' TYP COPP,I�t 1 "K TYP ; , ,� \ rn / ` STA,16+19.79 WHERE WATER AND SEWER CROSS. o c o 11 - i EIEC 8 TEL l ELEC WA 024 C W C C S / O U I) �� I I U _ 11 i INV - 8. IN 98 .85 v "i FCSA CONSTRUCTION NOTES: o w o II /4 / 3/4 , /8"x >+ WA /�%3/4 \,o / 2 .Oq 1 - $" 45' BEND rn N - - c II �sel I ` OP ) AR H I 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. v S)QI �,03 Q 014 SIDE (IP C5 AN S I I \\ THE LINES SHALL ADDIITiONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION o U o r°, `� ,� 30 /, *ho3 1 AUTHORITY. !1 i ( . !? / / / / � A I i \ \ . THE COIv,RACTvR SHALL COORDINATE VYiiH, AND ARRANGE FOR INSPECTION BY, THE II ha• ha .1 �� o I �q :UO AUTHORITY. h . Q II 12, 2 . BUILD G� NV. Ida-E9 .67 24 000 S .FT. BUILDING 24 000 .FT. BUILDING I 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH o N v GLAIZE &BROTHERS 24 000 SQ.FT LDII�I Q Ln , (4" U'�TERA ) \ N ra 2... 8 / el \ THE AUTHORITY'S INSPECTION. c \ \ TM 64 ((A)) PCL 80M I{ ) vl 1,�6 t1� WINC. WOOD-WORK'NG CORP. N Y o U „ �I PHASE ONE PHASE THREE PHA$E FOUR 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION 3 y 5.068 ACRES Alm col . ( ,2\ ►� B / / i I I \ TM 64 ((A)) F'CL SOD OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1� °� � o U USE. INDUST. I �" F, 5, F - O5 7 0 I 10.92 ACRES THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR' 2 THE oIN ZONED: M-1 II I 3 ; ao _ _ I ��- USE: INDUST. FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3 THE DISTANCE BETWEEN THE • P E I OP H 2 4.qo' -- ZONED: M--1 TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS , . OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE PROVIDE HANDICAPPED ACCESS. II I P UNT NDIC PARK P r - i I I I �" w c I I � IN P GINIA I DEVELOPER/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED � MAXIMUM CROSS LOPE= 1:50 I I I �- ATE SEC 6-9 . - + I y951 CORRECTLY. D ` I I 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: 0 (� 0 I A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. W B. THE DEVELOPER/CONTRACTOR MUST (1) MAKE APPLICATION FOR THE TAP, 2 PAY DEPOSIT ^ Q � Q Q� I. I I x 1.00 O `^ (BEFORE WORK BEGINS); (3) MARK THE LOCATION OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE V QLL rn cn L i <„ /O - \` \ 1910 ' \ \ WORK IS COMPLETED. % Z H ROAD CROSSING BY JACK I pos\1 h��' l 8 E 'i 169a \ \ 6. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE W w Q Z AND BORE METHODS. II + : I \ \ ' W I I MANHOLE. s 3 a a Z_j j 0 q PHASE 4 7. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY L.L ; z • Q O 0 D 0 EX. MANHOLE \ + s STA. 18+33.58 OR A RPZ BACKFLOW PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE o > ZN -ZIY� II \ T I ... W mV) c� RIM=706.00 G I x ` ® 1-8 x8 x6 TEE STANDARD NO. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. z Z z p > 0 p W Q� ogwz2I INV.OUT=6.80 8 DE NNE WINCHESTER REGIONAL AIRPORT NOTES: w , l - ` I 1-8` GATE VALVE w Z Z Z INV. OUT=695.70 V \ b5.16 W D .�' 1-6 GATE VALVE Z =• J p N LOT 4- A , 5esl - x. o. ! X X 01,5 `� x 7 1: 0 T w ,05 - 61. 7 1.50 ®5] I \ 1-6" FIRE HYDRANT m Q F l ��' \ 1. ALL OUTDOOR LIGHTING TO BE SHIELDED TYPE SUBJECT TO WINCHESTER REGIONAL z U) U U U Q o -- i \ w/BOLLARDS w; w U z- o L0A ING AREA LOADIN Af LOADING .A E.A a LOADLNG ARE AIRPORT AUTHORITY APPROVAL. W z� �, ,. I �o'.'.'..'. [. I� �ZIP>�� � ' 1 I \ p 2. OWNER DEVELOPER TO SUBMIT FEDERAL AVIATION ADMINISTRATION FORM 7460-1 W Z w PROP. STR. 2 �., 0 ti EX. MANHOLE -� 1O to i A 18+33.58 / II _ t �\ �`. ... ti I 69 FOR APPROVAL. COPY TO BE PROVIDED TO WINCHESTER REGIONAL AIRPORT. Z z Z g w N II I TYPE: DI-1 1-8 PLUG W ; a I- Z m RIM=706.61 r. �.;r. �. / �^ P R TO NOTIFY WINCHESTER REGIONAL AIRPORT OF CONTROLLED 0 w ' THRUST BLOCK 3. OWNER/DEVELOPER E 0 INV. IN=695.21 d RIMr 700.50 �. I �' \ \ • I N.. �...... I... wU v INV. OUT=695.01 z Q 699. , ......... _ 1.� . I' ..►1. , . , L_ - J \ ®i PIPE JOINT BURNS 24 HOURS IN ADVANCE. INV:- 698.00 .lb ... , .. r �- 0 •23 1 �� '-- I \. ' I I ... • \ PAST TEE LO 4. ALL CRANES TO HAVE AVIATION OBSTRUCTION FLAGS AND LIGHTS. CRANES TO BE ? �,°,.l 0 1�5\ LOWERED AT NIGHT. Q w PHASE I l CO OR \ _ i > �„ , 3 y 5. OWNER/DEVELOPER TO NOTIFY WINCHESTER REGIONAL AIRPORT 24 HOURS PRIOR 1-8 x6 TAPPING SLEEVE I \... -� To MATCH el x r1OO io61 . �'Do MAT �69a.l �, TO BEGINNING CONSTRUCTION. do VALVE, BY FCSAI N 1 6" ARE HYDRANT � ; Q, . Q \ I.. � .. , .. PA MENT AS 1699. � � SITE STATISTICS: � ASSEMBLY W/BOLLARDS 11 1 rn . v� �� I SHo IN PREY USLY \ II f f W' \ .. \ �) APPROVFD \ � DET " 3i l l 91 : 68� p i c PROJECT SUMMARY ' \ U b �.. .... �, l � . o\ l 30' DRAINAGE' �� ' r" ? ' MAGISTERIAL DISTRICT SHAWNEE I .. s W u 5 ] \ C? 'l. c,, a TAX IDENTIFICATION NUMBER 64-A-801 TH p 91 ` �tENT 0 _ ��\' . �\ II TOTAL PARCEL AREA 7.8880 ACRES L J 6 \ ? °- �� FILL DIRE 2, o ZONING M-1 DENNIS HERNDON °� I �51 h Q �� PHA �cp \ 11 ADDRESS 321 ARBOR COURT, H 1 p \ TM 64 ((A)) PCL 80A ,° I. \ I /'. .��� fl,el WINCHESTERVA 22602 v ODD WOOD a 5.03 ACRES II + g -- - RFCD �6 �0p6i CURRENT USE UNDER CONSTRUCTION No. 032091 CONTRACTOR TO PR00�1D>~Lft-Ft-OW--- _ , USE: INDUST. �0 _ 321 Ii ,` Bp,CY / %� - _ ` �l�\ CHANNEL TO ENSURE POSITIVE DRAINAGE. _ PROPOSED USE WAREHOUSING OGT' Z00 ZONED: M-1 ,°�?`l I °� S� io L ��21 51 '-z�- -col o EXISTING LOT AREA 7.8880 ACRES ' H I `' y DEVELOPED LOT AREA 7.5 ACRES`SIO EZyCs 11 ",1 T.0 1 / /��' �� 50 �,� \ \ \`��\ 698 - _ - t699 o- ` NAL �`'' ncl�!' .<' / / \ �. al -� 1 `� `. " n - j e 21 / REPR NV cn SETBACKS ^F1 REQUIRE PROVIDED 1 PROVIDED HA:'DICAPPEP ACCESS RAMP REQUIRED i ��, o J. �.00' I.0 iri.tKi 05 T r S FRONT COR^YE I 8 ' 2'\ \ : 6'• 'V?W\-� - - - TRAO-E- �- PROP. STR. 1 _ >• \ ( 5' �,:,, t ,� o PROFES�iONAL SEAL AS DIRECTED BY VLOT INSPECTOR. T el / \ \ + TYPE: -1 �� ` SIDIE 25 81.92' ►� r . c �N� ��,�,TER MANAGEMENT� EA 698 �o- �G f / ` _ ! - K 1 . I 696.50 + 1 rJ REAR M 1 HEIGHT 60 FT' 65.38' %/' 6'\ \� �, PROVIDE EC-1 + c J/-` FLOOR AREA TOTAL II I / - ; 'r,19 \ \, \` 70 �F --�` p PHASE ONE 24,000 SQ. FT. II I I I / �q42 CONSTRUCTION ENTRANCE `.z \ x 701 0 PARKING S CK 1�_� PHASE TWO 24,000 SQ. FT. C7 z WITH WASH RACK (REQUIRED) ---- - i 15 8 ,' 60' ,��o\ 31 PHASE THREE 24,000 SO. FT II ,� JAMES RIVER EQUIP.,' \ -�- 3 6 2\�, PCL 80R \ ; ; I 696.25 y _ �� 4 PHASE FOUR 24,000 Sa FT ��a9�1jp53 11oh t F TM 64 ((A)) �\ `' ' `�� I \ 96,000 SO. FT. to I IRF �os2 2.83 ACRES _ F USE: INDUST. ��0 7 i i� " W + I4�AL\S ' ,s,{' II 4 I p0 g ; PROVIDE EC-1 , �PPi U, DEVELOPED LOT AREA 7.8880 ACRES D u I ZONED: M-1 - ' - F �r5_ S 54 ` CLASS Al RIP RAP ' 0 LOT AREA DISTURBED 7.50 ACRES O • S TE FAR ALLOWED 1.0 = W Vicinity Map 1 .2 O 0 0 , J, 20' o�aNAGE w 6 ( N /F :; � U p C N1FAR wZ "Y °' 8} IRF EpSEME j/ TMA64 ((A))PCL1�p3�1 p` � D"7 / �� MAXIMUM �BUILDING HEIGHT 260' W w ' ' f PROPOSED BUILDING HEIGHT 32' 12' 02 ° 96 PROVIDE PERMANENT LEVEL SPREADER; „�- 5.02 ACRES Q w� �..,�.�NP p - °� SEEDING REQUIREMENTS: PARKING O Q , I USE: INDUST. ho"ol X MATCH EXISTING PAVEMENT "-- - `\ ;� / 169� �i + el• ZONED: M-1 PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED SHALL PHASE 1 PPS 2 PHA S PHASE 4 m VDOT CG-7 �, / -�- •'• REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED p O n as � , ', / IL ,� / I BE SEEDED AS FOLLOWS- 1/4": 1 FT. MINIMUM" EXISTING PAVEMENTa o �J °°` '" %,ce + .t6��1 .69�2Y I RECEIVE A MIN 61N TOPSOIL AND ` WAREHOUSE 4 49 4 0 4 6 4 39 ,� 200 LBS. TALL FESCUE PER ACRE TOTAL PARKING SPACES 4 49 8 49 12 55 16 94 'Q 7v am P� \ � 40 0 40 80 120 12 LBS. ANNUAL RYE PER ACRE �,�+) >,• o U' \ 400 LBS. 10-20-10 FERTILIZER PER ACRE STANDARD SPACES PROVIDED 88 0 i 1/2" sM 12.5 e l°\olI EN AGRICULTURAL LIMESTONE SUFFICIENT TO BRING PH TO WITHIN 6.5-7.0 HANDICAP PA S PROVIDE 6 Q. .Q a" BM 25.0 ..,, ,� Site LEGEND: o _ 2 TONS STRAW MULCH PER ACRE TOTAL SPACES PROVIDED 94 $" 218 'w "� S c a e 1 " - 4 0' PERMANENT SEEDING WILL OCCUR AS THE FINAL. Pi;ASE OF La DEFINITION 41:c *MATCH EXISTING CROSS SLOPE s•o 11] CONSTRUCTION. • .... s � A s°" CMP CORRUGATED METAL PIPE PARKING LOT SETBACK REQUIRED: 25' MIN. FROM RIGHT OF WAY/5' MIN. FROM .M IMF "= FH FIRE HYDRANT PROPERTY LINE o, GL.M GAS LINE MARKER SECTION THRU PROPOSED ENTRANCES �'O ,. , 1 149 , GV GAS VALVE '� '� INV. INVERT • (D�1e, a �` a ° a BOTANICAL COMMON NAME SIZE C PLANTING SPACING QUANTITY ® SANITARY MANHOLE WPP WOOD POWER POLE FLOWERING PEAR FLOWERING PEAR 2" CAL - 6' HIGH 20' ON CENTER 64 WV WATER VALVE TEMPORARY STABILIZATION: SEEDING TO STABILIZE AREAS LEFT DENUDED PROVIDED 26' FROM RIGHT OF WAY/ 20' FROM PROPERTY LINE FOR MORE THAN 7 DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: L ING LPPACES REQUIRE (1 PAR 40 Q00 " PROVIDED 60 LBS GERMAN MILLET PER ACRE (MAY THROUGH SEPTEMBER) 2.4 4 60 LBS ANNUAL RYE PER ACRE (OCTOBER THROUGH APRIL) LANDSCAPE CALCULATIONS Drawing 400 LBS. 10-20-10 FERTILIZER PER ACRE AGRICULTURAL LIMESTONE SUFFICIENT TO BRING PH TO WITHIN 6.5-7.0 REQUIRED: 1 SHADE TREE PER EVERY PARKING LOT PERIMETER, Number: 2 TONS STRAW MULCH PER ACRE 2287/40 = 57 SHADE TREES REQUIRED REQUIRED . 1 SHADE TREE PER 10 PARKING SPACES OR A MINIMUM OF 5% INTERIOR SPACE. SEEDED AREAS TO BE WATERED AND CARED FOR AS NECESSARY TO 94 SPACES/10 = 9 SHADE TREES REQUIRED ILEX CRETNATA "HETZII" HETZ HOLLY 36" HIGH 4' ON CENTER 66 IRF IRON ROD FOUND PROVIDE GRASS EMERGENCE. PROVIDED: 57 SHADE TREES AROUND PARKING LOT PERIMETER 11 SHADE TREES IN INTERIOR ISLANDS �� �- .�I c Co�O �� P T METER Nox end COVER METER SUE METER BOX METER BOX COVER 5/8'x i/4' «3/4' to h. Die Non -Tarlac M32C-PW Traffic A32HH - T 1' Dia Non -Traffic MC-30 (Fmm WITH RML-1-T op Lid) Traffic MC-30 ) VMH RML-12-T op LkQ varies as required corporation 1e"-21' stoP 1 3' ra r dlrgbdIng mc I / 1 e' n*L NM K copper Wbkp oorttlnuous w&vxd joints *a rn wallet neIn mein to motor - trebled 2'k 4' with top Ir paused bill nester cover sst 2' above fin. prone prior >b toddinp �'!�' rrhotar F.C.&A. neater bat anpm I veive attih vafw tea v \ �• e" mitre teddMp F METER SETTING PARTS sbyIris mder yoke J'1 va w w aM w 1' 6 rW4' Y6W BA94-224W HHCA01-323N a CM34 EC-23 1' 3/4' Y603 BASI323W i HHCA91-323-TV 44-34 EC-23 1' 1' Y604 aA"-"4W Hw-Ap4i44-N EC4 INSTALLAnON NOTES: 1. Egad ktcatfon of MOW box aoawnbly to be approved prior a I elsllaYon. 2. Water service croamkq aaeot shall be encased in 3' dim Gl•640 PVC or SOR21 piping. The piping shall run tan one test beyond sidewalk, across the strest, to ons Riot bid skclswellk. 1- X 1"TEE (T444 444) DUAL METER INSTALLATION 5/8'x3/4', 3/40 a 1" METER INSTALLATION Kure 6 It SOR 36 bet paekated wyr sanitary (ass note). sewer ease 8DR 21 oral eon darwkx cap wan brass pkp hw 1p a canorsunk square head Pal Modal PA4SVC9K (41 Pal Model PAWVl (e) squem oorarebe skid pod 9pY Wx 12' deep Wall —SUR 21 8DR 36 spigot by — 80R 21 gmksted bell adapter 8DR 36 apigat by bag 46' bend (ass nal* — V Slone beddrkg NOTE : I .VAl WngM of sarwos Isbell to awcseds 76' a oleanotk Wool all be Uniehed at Ow pwpany kne. 2. l tap of el main is less than 15'. rhan wye and bond ID be heavy wall WWI. SEWER CLEANOUT PgW9 17 ' dla. scmmtie 40 a" boo Ned weh caxYote and pwrftd yellow dlrecim of wring W be approved prior to Installation ped 1'-' sq. x a, deep 1 wave tear 1 1 � �— bralor nlarkar mschmnical - joint awNvsl be wuh fr branch FIRE HYDRANT ASSEMBLY Nwe 9 top of rnanhallo at in pswnsnl areas unless otl enwins diral 1 rOW suet be ast 24" ff*L above Wade in asesmnit area* slime skid pad fr edcl— - - wrap around hest shrinkable slwl (W►apidead by CANUSAI 4 bole (3W dkL) adoAbVWV rings (I l' rrwl.) concrete ASTMG40pp1p�il I,7 or Ir (tyll . �. pioneer 301 nnntic applied bo ween jol and on • . - `' . arcwlor side of joint jokMs we b be sealed with 'O' ring •� . 0�ot • LD. ' — PIPs to nwlhoe connection b be :.. by eealbls seal t Invert charnel to provide a arnoolh transition In tor-0" out, for all connecoor s top oil prat bosom of banchrwal ammo rnenhals to term ram.';4" r^ s s 'rct channel ' 2,;..w .. ,y : elver. ss cop of �.:. : f ' r ...': :.• Poo fr bedding atom NOTES: 1. Manhole sec,dons siel have an a4wrts! col of approved bltiarhareN(: weler proofing prior to Ir1.1,NM m. 2. ti ad)tlsumt Newllon mcaeds two Inches :.eau ooncrals adjustment r,:hps with a nlaerW ooalIng at btbsneetic water prodfnp. 3. Find slope adjuMrnent of rnerlsole kama may be by shirrs and non-ahfnk grout 4. Sad pad to be placed around mW*W a boded In slakrdsrs of roads. 6. Flet top ossikq lieu ba used on mlhalow mhe— (4 It or less) kolelmYons. STANDARD MANHOLE Relater 12 1 � EXIST. PROP. . M 710710 705 _ __ _ _. 705 i 700 - - _, _ 700 695 r _ 695 .. L 70.Es SDR 35 C g0.65% 690 690 I Z Z O< Z O 685 - �I ©+ o w o 685 0 tz LO L _. > w NZm m fa OO I 680 I _ . _ LL N °' 0 0 __. _ [9 Z X a M o f'i . 0 - 680 - Zr-Z_ORO T .__ ac uZ- s LAJ Y �' I I a tO>>; 675 i _ _ _ $ 675 8" SANITARY MAIN EXTENSION PROFILE FROM EXIST. MH TO PROP. MH SCALES: HOR. 1 " = 40' VER. 1 " = 5' I , 715 ----- ._ -. ........ _....... . 710 - ---- �--- --- -- -�- --- — 1� 710 � -- EXIS -- NG -_ - GR�DE - - -. -- ---PRIG �0SED I - ---I ---- - - — --- -- --- y A - h TAIN _MIN__".____ - --•-- - I _ _.__ L__.. ___ --- -- ___.. _. _ ____ --- __ _-- - _..- .-- -___ ___ -__-_ �RiyDE -- -- .__-- -- __.._ .. - -___ _. __._� .__-- _. __.__ __ __-_ �_._ _.-- ____ _.__ __ —.. _ - _-- -.-... ._ jj 1 _. .._ __-- �_._ _-__- - 11 _1-- -_. _ __._.. _ _ _ { EXISTING _ _ i PR4l�OSED ___ _ 705 CO ER GRADE_ GRADE 705 5 w te-main- �--_-- .. ...existina ...__....�-...- it 00700 7 - - - (-- -- -_-- --� —...__ - - - PROP©SE C-" -Sp 1-PVC -NATER t1N ._ ___._ -___..__ __--- _-r-- _--- -._-- -- _-__ _ _ _— _ _._._ __ ._ -._ __._ _-_- -- --•- -- _-- __- .. ___._ ___. ___. _ ._. _ __ -...__ _ ..__-- -- .-._-- _._-._ .__ .-_-..._ ._._ . _._._ _-- . _._-. _-- I-- _- __ _...__- _ .__ _..._.. _ ___.- __.__-- ._. _ SDR 2 PVC _._1- Eli._ INE -- 4 _-, -__.__ --) _ 695 } �.___ � } T- r__ m 695 _1 _ _—. �___ — _ __ _ —. W._ —J --- : �- -- -LLJ -- —. _.—. _ — l— _ _ -- --- -- --� - - - - —_ l_— -- (� �q -- --- - --- -- — ---- - -- - -- -. - -._ _. _ _ _. . _ __ _ I _ ll�i g ~ 690 w �.>� co !wW �--- --. -- w �> (D -�- . - ---- Q >o W r Q-� -J �> a I -- } 690 J_ — --- --- _ _ -- -- -- --- n � CNN - �� --- - - _--- -- - -- -_._ _-f-- --- _ Z f x ,� Q _ __ �� x . - -- - - - -__ - -- - 1 -- -- - - - - f _- I Z W _ -. Z -. _ Z _ .— _ f - - Z W - �. -_ . . __ _ I _ -... f _ --._.. _.__.. .._.. _. _ _ I __ _ i �I 6(3-1:� -� 685 - ._.__.. — --- - -� - _-- -- -_ -- I 1 -� — � -- - � - ,-- - � - --- _ -__f - - -- - - -- (-- --- --- -� a _ e - _ __ �_ �_ _____ � ,�a � I--- r — _ _._ - - i___ _ _. __. �_ _ -- -. _ I .. ... _ _ _ _. �. - _ _ t. * I _._T 685 a m I � I I Go 680 T 4- 680 + 1 + + + + + + + +18+00 8" WATER MAIN EXTENSION PROFILE STA. 10+00 thru 18+49.58 SCALES: HOR. 1 " = 40' VER. 1 " = 5' �L:qu TRIAD ENGINEERING, INC. HARRISONBURG. VIRGINIA _ g N; N 00 Im If) C t0 C I U o o 6 ° ° u CC v vl w \ ; inm \ � U p V 93 U • U Z , W U W. > U►-N Z a� z OrZ� < m W W 53kopool (Lzl 4W,ZJ:O LLJ fr8 m� Z0x0xRj W Z �� W�WUZnI 0 .Z J.JO(4 w :)_ Z z Z zz 0) i W 3 a. W� a00 W ZWSU 2 Q � cirrWOOD v No. 032091 4 - 200t # jl0ft1L V� PROFESSIONAL SEAL 0 �e eaaaaE C) Z Z Q Q ~ � Fees- W (/) D : 0 _ W .j -- z Q O O � 0 oo M DC F'- 00 �Q � 0 a- H > o� Q J (n a —Z ~ O = V Drawing Number: CallissIlliel