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HomeMy WebLinkAbout19-07 Alban Tractor-White Hall Caterpilar Maint. & Sales - Stonewall - Backfile (2)PROPOSED BUILDING BREAKDOWN OFFICES PHASE 1 ALL OFFICES 9,735.00 SQ.FT. (2nd FLOOR OFFICE SPACE OF 9,103 SF IS NEVER TO BE BUILT) SALES/SHOWROOM (1 st floor only) 3,872.00 SQ.FT. TOTAL 13,607.00 SQ.FT. SERVICE AND MAINTENANCE PHASE 1 VEHICLE SHOPS 21,581.00 SQ.FT. TRACTOR SHOP (large washer) 29,229.00 SQ.FT. PARTS DEPARTMENT 5,880.00 SQ.FT. LOADING DOCK (covered) 51,650.00 0.00 SQ.FT. TOTAL BUILDING TOTAL PHASE 1 71,947.00 SQ.FT. BUILDING TOTAL PHASE 2 13,075.50 SQ.FT. MAX. OFFICE SPACE PERMITTED BUILDING TOTAL PHASE 3 3,900.00 SQ.FT. % IN PHASE & 3 = 9,103 SF BUILDING TOTAL AT ULTIMATE BUILD OUT 88,922.50 SQ.FT. INSPECTION DEPARTMENT NOTES 1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA STATEWIDE BUILDING CODE AND SECTIONS 311,S (STORAGE) OF THE INTERNATIONAL BUILDING CODE/2003. OTHER CODE THAT APPLIES IS ICC ANSI A117.1-3-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 2. PROPOSED 88,922 SQ.FT. BUILDING SHALL COMPLY WITH ANSI HANDICAP A117.1-3-03. MINIMUM OF TWO BUT NOT LESS THAN 50% OF ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE. LANDINGS AT DOORS SHALL NOT EXCEED 1:48 SLOPE. HANDICAP PARKING SHALL BE PROVIDED. SIGNAGE SHALL COMPLY WITH USBC 1106.8. SEE SHEETS 27 AND 28 OF APPROVED SITE PLAN #58-06 FOR HANDICAP PARKING AND RAMP DETAILS. 3. HEIGHT AND AREA OF BUILDING SHALL NOT EXCEED THE ALLOWABLE AREA AS TABULATED IN TABLE 503 WITH ALLOWABLE INCREASES. PROPOSED PHASE 2 AND PHASE 3 ADDITIONS SHALL BE CONSIDERED IN THE EQUATION. 4. SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) LEGEND: PROPOSED STORM DRAIN CG-6R CG-6 CURB TRANSITION EXISTING STORM DRAIN EXISTING CONTOUR EXISTING TREE PROPOSED CONTOUR 'l SIGHT TRIANGLE O<J-- EXISTING SANITARY SEWER — 04— PROPOSED SANITARY SEWER RIPRAP W EXISTING WATER LINE 70 VPD VEHICLES PER DAY TRAFFIC BARRICADE W PROPOSED WATER LINE EXISTING TREE LINE UTILITY PREBLAST PROPOSED LIMITS OF LOC PROPOSED SIDEWALK CLEARING &GRADING ) �`�L�' PROPOSED CG-12 e WATER METER CROCK PROPOSED FIRE HYDRANT X X O PROPOSED SILT FENCE OVERHEAD DOOR SAN. FLOW ARROW (SERVICE BAYS MAY SPAN BUILDING WIDTH) - FLOW ARROW FUTURE OVERHEAD DOOR TRAFFIC ARROW INGRESS/EGRESS DOOR FUTURE INGRESS/EGRESS DOOR V NOTE SEE ARCHITECTURAL DRAWINGS FOR EXACT DOOR SIZE, TYPE AND LOCARON NOT. ADJUST DOWN SPOUTS PER FOUNDATION LOCARONS LEGEND EASEMENT LEGEND EXISTING EASEMENTS CS DENOTES COMMON SHARED EASEMENT CS> DENOTES COMMON SHARED EASEMENT DENOTES PUBLIC ACCESS EASEMENT DENOTES PUBLIC ACCESS EASEMENT IE DENOTES INGRESS -EGRESS EASEMENT q1C> DENOTES INGRESS -EGRESS EASEMENT SI DENOTES SIGHT DISTANCE EASEMENT SI DENOTES SIGHT DISTANCE EASEMENT SD DENOTES STORM DRAIN EASEMENT (SD> DENOTES STORM DRAIN EASEMENT �DENOTES STORM DRAIN EASEMENT -- DENOTES STORM DRAIN EASEMENT �- W/CONSTANT WIDTH=X', WHERE X=10,15,20 OR 24 ,L- W/CONSTANT WIDTH=X', WHERE X=10,15,20 OR 24 SS DENOTES SANITARY SEWER EASEMENT <SS> DENOTES SANITARY SEWER EASEMENT DENOTES WATER MAIN EASEMENT DENOTES WATER MAIN EASEMENT NOR`N �tz�0 SA F_`� v P• HATCH LEGEND ZACHARY ANN LANE, ASPHALT (SEE SHEET 11A OF SITE PLAN 58-06 FOR TYPICAL SECTION) ALBAN LOT, CONCRETE (SEE SHEET 27 OF SITE PLAN 58-06 FOR TYPICAL SECTION) BUILDING INFORMATION REFER TO ARCHITECTURAL DRAWINGS HEIGHT OF FASCIA @ SHOPS = 28'-0" HEIGHT OF RIDGE @ SHOPS = 31'-4" HEIGHT OF OFFICES (CENTER SECTION) = 31'-6" @ PARAPET FRONT ELEV. HEIGHT OF POTENTIAL TRUCK WASH = 25-0" (ZONE ALLOWS FOR 25-0") ROOF DRAIN NOTES 1. ALL ROOF DRAINS TO 6" UNLESS OTHERWISE NOTED. 2. ALL ROOF DRAINS SHALL RUN AT 0.5 % SLOPE FROM STORM SEWER TO BUILDING. 3. ALL ROOF DRAINS SHALL BE SDR 25 PVC MATERIAL. 4. ALL ROOF DRAIN CONNECTIONS SHALL BE INSTALLED IN PHASE 1. PHASE 2 & PHASE 3 CONNECTIONS SHALL BE COVERED FLUSH WITH PAVEMENT. NOTE.• SEE SHEET 23 OF SITE PLAN J/ 58-06 FOR PROPOSED LANDS(,APING. PROPOSED 60' R.O. TO ¢ o000000�0000 FUEL PUMP LOCATION (DESIGN BY OTHERS) & ABOVE GROUND PROPANE TANKS -- - DEDICATION Q ��o������� 8' VINYL CLAD FOR - �o oo �o 0 0 0 UNDERGROUND DIESEL FUEL TANK STANDBY GENERATOR (BY OTHERS) -- VDOT z = N�=�= ��_ - M - 10,000 GALLONS (BY OTHERS) POWER COMPANY PAD MOUNTED TRANSFORMER 55 CHAIN LINK FENCE 5' PARKING- SETBACK 53 ---- - ` N co ao N M �t LO - 5' PARKING SETBACK 6 37- 41- - 00 __� 7 r V.�. -30� 1 I x (ZZ ZZ -- + y _ _ 0 % SLOPE s44 AREA RESERVED F NCED . _ - . . - ' , , ' _. � + a35+89.5 35+ u> � 642 40 IN TRASH COMPACTOR 7 x 40 ' U --- - - 64 25 BRL s 44 m rn o - 4292 BOLLARD TYP. -_ a2 20' STM. ESMT. 28 __ CG- EP A� ., 6g 36+00 n nn Lane Cn o W N g�__ 1', o a9 40 �N BOARD FENCE ��f AFTER HOURS o aC a > 1 4 EP 434 35 sa 3 39+ 5:66 Z 6 CG 6R 43- 42 EP CG-6R 424s 3 4226 EP CG-BR 13 V� x N 53 STORAGE AREA 43 4246 ° EP, - CG-6R --�2-' SERVICE PARKING / i oox�. 20' s U STORAGE AREA BOLLARD TYP. ti.._, �_ 9 SPACES I - +� 4 N STORAGE AREA STO AAA`- / c� _L M u o 13 SPACES 12 SPACES IMPOUND AREA 12'x50 U Xi'2 , �8„ SM 38- 632 z z N os � , , 0 316 10 44 I I I_ 8 SPACES 14 SPACES 8 S R \ 43- I 12 x35 p I so 43 42- 12 x35' 4 22 42a9 42s7 I 2ss 4 a 421s oo 53 CP U Q o0 s2 I 42-2 4200 1 4 12 x35 I p 37 ; 4 - 43 41 412_a © fail- 20' 2 43 C, — ---- --- �---- STM. ESMT 2 a _ R8' 0 42- 43°s 4327 \ 2 37±� 6=o 67 <23------- —_— � I POLE SIGN (SEE - � o s7 42 141 42 — 4187 �— - ss —-�—---- _ so ------ V� r� 43 + - s5 71 �6 w ., 42 M +1 v w •ti.,.f 42- 42 \SHEET 23 42 R L— 38 X 24 - 42' 4285 53 X 34 RCP _ ----- 41_—�533_X 34 o w -- —-------- 42 ss 48 RCP _. I o _ a ) 5 _ ___...---- —"— a .e+oo= � 18+00 20 STM. ESMT. -. 4232 -- --_—� ,' _ -`-'� WM 'A" = I a W/M 8 W/M wMT— 8'W/M 'W ° _. , 60• Q . as;:. "7�' . -- _ 642 N I 1 3 12 g" a GATE CON ROL I t v 20' W M ESMT. _.• -- 12„ 42 _ _ _ � 4 �O\ �cA F� I 1 ' _ � 4340 8„ co W W/KNOX OX S, j `�� 3925+ /4 9- N z a � CURB CUT 40 43- { 7`-- 4o EP43- ' CURB CUT ��j ' S, 25 f 1 42 82 43 ao ss �0 4 43_- o ss 43� EP434-0 CG-2 43� U 43 s o x 8� , F ¢0 \� T 0' IV.-319 6' 515.75 6„ R 4100 w00 x cr RV DUMP STATION 42 ° I R ELEC. 12' X12 43" t ,for _ 2 30 40 9 W so as I cn SEE NOTE SHEET 4 N 12"X1 " __ ._._. __ 43 43 2 PHASE7 3 DOMESTIC SERVICE LINE TAfS, DRAIN BASIN 42- 4 \ R p�R _ l f o I� 1 n 30' 9�ti / 422 C° 4416 ' 2 BOLLARDS ; DRAIN TO BE; INTERNAL TO THE BUILDING. N GRASSED OPEN SPACE - f ' I ' Rj w BASIN SIZE SHOWN ON BUILDING MECHANICAL PLANS. (PHASE 2 143 Q 494T4`TT1 32,ao �ANTIFREEZE n=..DURING PHASES 1& 2 P p � c /� �+CI 12 ' � � O � 33 w HOLDING TANKS I l�OPOS�D1-A/NTCNANC GRASSED OPEN SPACE 42 Q \ O�'O0/1 �' w ,I 0 95 r}A85 � � - 2 BOLLARDS ° 25 4330 44 4452 z EP4390 EP43- DURING PHASE 1 I `i 4 CL. , so ' 4s 20 WIDE CONCRETE ENTRANCE PAD AND SALE: FACILITY N RIP -RAP'' W N I 43- _ 356 4280 4340I 30 o 3 S�,gC�S\� s 'QSwJ-0 TTJ 4 4o I Il4X HEIGHTS 31'4" ,, CON R SID ALK 4330- �p I EP43- 43 30 .. 3 4290 'vj- 42 + r z I ' PHASE 1 GROUND FLOOR AREA: 515, 75' X 131.33' = 67, 718 SF 4 0 o m 0 z 0 400 4 2 I x I j 33. I I r _. FORWARD SHOWROOM = 2 579 SF � 43 , 4402 44'S7' ` MINIMUM r50%'` OF EGRESS DOORS TO BE N 42? �' p� 133' 101 3260 11111 446 (0 4390 l N -`' COVERED LOADING DOCK = 1650 SF I c� 12"X12' M HANDICAP ACCESSIBLE. LANDINGS AT THESE Q = /,tN 40 32so C ' U I � O S//1/ Qz 3234 Z 0 ' c� DRAIN DOORS SHALL NOT EXCEED 1.;48 SLOPE. TOTAL = 71,947SF PHASE 1 I �, G�Fi + 41 • C�,- BAso� ' ROOF DRAIN CONNECTION TYP. 88,922.5 SFAT ULTIMATE BUILD OUT SAN. SEWER 12"X12" 4¢' - yTRU l•IigSF 33'4_ + °° I =� "�hj Z I C` -sl 4P- - ---� 12 Y ,_; 45- ' SEE NOTE SHEET 5 UNCOVERED LOADING RAMP CONNECTIONH DRAIN BASIN 40 43- EYGyT K z 41- I ' m r,C 4461 4444-8 �'6„ 42- 43 Q N _ 25co„ 18 CL. I • � ' ao CG-2 _ 43" 2 LOADING SPACES CURB CUT I - o / RIP- I • EP43 — MA 15.75 w RAP � x x • CURB CUT 43- EP434ao + 43- 40 6 s — — 6 .�- — 43� 43 � 9 � � 41 42� �. ti i - IN ENTRANCE 54.00 43- EP4340 - CG-2 40 142 , 4, �O 43 40 8„ _ COVERED �6 EP43- a R 2 / „ Da m 30_ 410 4 rn o I o �:=- ' Q 43 CG-12B RAMPSOADIAMESE DOCK 50 10 r + 4219 43�� - _ 10 10' - 4340 91.67 CONNECTION 435s 433� 15'� r.� c� : 41- o CG 6R TYP. o, 41� �© ', 3s 4. _ _ 43 _ o Q N ° 20 �,CL. I ��111111 i I I► v� 3 2 �S 43�0 !44 oEPREss€o cuRa SIDEWALK CG 6 gyp. �, - cL ' 41M t 11 <n o RIP Rqp , . �s, 4 - 42 42 4271 427 4271 PARTS PICKU,' 43 21+ TYP. S`y,L � + 2 41� I �l � Tip + Tip 43- 43 ° 3 1 5 SPACES 43os RS' \F -O `° s, CD s30 I I 25+00 a25 —E tDP E ----- -- 42�g 2 425E 42� 2 10x20 2 4 6 4303 rYA �'1'T oa 20 42+-- I QNE.�V I - —fig --- — — ' -- --- --- — 44- _— 42 — 5 f w A - v s 0 13'SPA ES 42 43- 43- 43 28+00 9 0 30 DIS AY A A - 4 60 s' w/M 26+00 75 42 15 27+00 83 / 2 31+00 a..W + - 4- wM C' So 7s 3s o0 0 R /M 8' w/M $.,W/M a a 43- 4 43 42- 42 4 s7 42- 43 6, o '' �� j io 43 � 10x30 _ 4M c SPLA Y ARE WM „�„ a [W/M w 4 /M s7 2 8.,W�M a T 33- o0 Eo,,�a o — — — `fl — — — — - — — ——;�IAMESF�OIyNE�— _ _�_ _ _ co 10 x30 s GAT 00 42- 7 i 'I C� 1A1 /A� 11 R A /AI I1'+1 a� c� 42 4259 EMPLOYEES WITH gym°' s5' c� 4325 4 20' W M ESMT. — 4s c7 as o C NTROL 41 �- 4 2 0 ��; V Y V I V I 1 U I V I I 3 7 3s 2s SERVICE VEHICLES) 43- 43- �j 3 HANDICAP 3 CUSTOMER 4 U 42 4 06 4 i o� 10 30' 42- 43- 43- 2 U s2 W 43 43 �, SPACES SPACES ,p D % 4416 4315 Zug 4190 4141 ROLLING 0 4132 � +- �� 12 x20 10 x20 >> d ' I 42_ C' GATE ss _� 41 + �- �-- �- s �� � � 00 42 2 _ A 75 BRL 9 35 �-� s7 G� _ �' 41 � POND V 41 + W 73 O O �% % 17 ' / SM Q Cn � i, 1 4338 — — — — — — — — — — — — — — Zv 4182 4182 — �,p / 42 133 70 40 43 R�� 2�' STM °' I w 634 L� — 4 14 — m ------------ ----r----_1--- --- � T� — 4 d �g Cc , " I W IN 42 °r I 1 13" 4344 I I 1� 4322 640 / -638— jo PROJECT: ALBAN ALBAN TRACTOR FREDERICK COUNTY, VA OWNERIDEVELOPER: JAMES C. ALBAN IV MANAGING MEMBER J.C.A. IV WHITE HALL, LLC. c/o ALBAN TRACTOR, INC. 8531 PULASKI HIGHWAY BALTIMORE, MD 21237 TELEPHONE # 410 -780 -7200 ENGINEERISURVEYOR: URBAN ENGINEERING & ASSOCIATES, INC. 210 FRONT ROYAL PIKE WINCHESTER, VA 22602 TELEPHONE # 540-450-0211 ZONING: MI - LIGHT INDUSTRIAL PROPOSED USE: CATERPILAR SALES & MAINT. FACILITY CURRENT USE: VACANT TOTAL SITE ACREAGE = 20.035 ACRES TOTAL DISTURBED ACREAGE = 21.4 ACRES (INCLUDES OFFSITE) TOTAL NUMBER OF LOTS = 1 ALL LOTS TO BE SERVED BY PUBLIC WATER AND SEWER. BUILDING RESTRICTION LINES. - A. FRONT: 76 B. SIDE: 25C. REAR: 25' FAR: 1.0 MAX. HEIGHT: 60' I — 642— - 640 �38 _ 8' VINYL CLAD CHAIN LINK FENCE GRAPHIC SCALE 40 0 20 40 80 160 IN FEET REZONING: 1 inch = 40 ft. RZ# 014-05 Rural Area District (RA) to Light Industrial District (M1) with proffers Light Industrial District (M-1) to Light Industrial District (Ml) with Modified Proffers PROPERTY: 20.035 Acres, Tax Parcel 33-((9))-6 RECORD OWNERS: JCA IV White Hall, LLC. APPLICANT: James C. Alban IV Managing Member JCA IV White Hall, LLC. PROJECT NAME: Alban Tractor White Hall ORIGINAL PROFFER DATE: August 8, 2005 REVISION DATES: August 18, 2005 636 --634 NOW_ 1 NOTE.- THIS IS PHASED DOWN PLANA SSOCIA TED WITH THEAPPROVED SITE PLAN #58-06 TITLED "CONSTRUCTIONPLAN & PROFILES -ALBAN TRACTOR - WHITEHALL BUSINESS PARK" DATED 811612006AND APPROVED BYFREDERICK COUNTYZONING ADMINISTRA TOR ON 911812006. THEBUILDING WILL BE EXPANDED INPHA SE2 & PHA SE3. Q cn z o Z z z vl J J 0 0 0 w o 0 0 F U) V w in inm 65 J Q cn U) 0 m -0 -0 0- N N Q 0 0 o W 0 0 0~ Q ��0ro � 6 z i 75 BRL 7s 4 ,moo - m � I REMOVE 2" BOV ASSEMBL 40 0_— 3� �, x o� N I . I 63s INSTALL /12„x8,, REDUCER s36 EXTEND 8 WATER MAIN � n + 4100+ 41- 640 00+ 1., < �> 00 00 �S� I ,-- E_X. 1 j" JA E VALVE►� o �� tim /-'� 41+ 41 + y -___ - r ao 9 4a9 -4 1 F S°v DER �� a, N p// y,- �ti ^r/ti o , 11f00 0 VtiEiR Con H—I 638 _ �I LX. �,AP\i L/) SAN._ SEWER - -- CONNECT TO EX. MANH LE bO 30 SAN. & WATER -.E..S.. M_. T ✓. _� &SEW_ R E=S-vTEX. 30WATE:..V�I N __-niEX. ELEC. W O I METER BOX � ;. � W � cv rn Z U I ' 03 EX. AMBER ALERT SIGN a Lj 1 � W APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE x S(il 0`�' SHEET 6A OF 28 PP-20134 BUILDING BREAKDOWN L LEGEND OFFICES PHASE 1 EASEMENT LEGEND EXISTING EASEMENTS PROPOSED STORM DRAIN CG-6R CG-6 CURB TRANSITION ALL OFFICES 9,735.00 SQ.FT. (2nd FLOOR OFFICE SPACE OF9,103SF/SNEVER TOBEBUILT) __= } =_= EXISTING STORM DRAIN CS DENOTES COMMON SHARED EASEMENT CS> DENOTES COMMON SHARED EASEMENT SALESISHOWROOM (1st floor only) 3,872.00 SQ.FT. EXISTING CONTOUR - EXISTING TREE DENOTES PUBLIC ACCESS EASEMENT DENOTES PUBLIC ACCESS EASEMENT TOTAL 13,607.00 SQ.FT. PROPOSED CONTOUR , ✓' w� -' ,� �`N IE DENOTES INGRESS -EGRESS EASEMENT (IC> DENOTES INGRESS -EGRESS EASEMENT SERVICE AND MAINTENANCE PHASE 1 0 — EXISTING SANITARY SEWER y SIGHT TRIANGLE SI DENOTES SIGHT DISTANCE EASEMENT SI DENOTES SIGHT DISTANCE EASEMENT VEHICLE SHOPS 21581.00 SQ.FT. PROPOSED SANITARY SEWER RIPRAP SD DENOTES STORM DRAIN EASEMENT �SD> DENOTES STORM DRAIN EASEMENT TDAPTnD OUnD n.,r....,.,., kh. 90 900 nn 00 ET FXICTIC\I( WATER I It\I� 70 vPo VEHICLES PER DAY �� DENOTES STORM DRAIN EASEMENT ,, ...,S STORM ...__. IN .._.___ .. ._ ._ __ -' �~ DENOTES STORM DRAIN EASEMENT I\llll I VI % VI IVI 11GI yG YYU01 IG11 PARTS DEPARTMENT w,«v.vv %JW.i , • 5,880.00 SQ.FT. LOADING DOCK (covered) 1,650.00 SQ.FT. TOTAL 58,340.00 SQ.FT. BUILDING TOTAL PHASE 1 71,947.00 SQ,FT. BUILDING TOTAL PHASE 2 13,075.50 SQ.FT. MAX. OFFICE SPACE PERMITTED BUILDING TOTAL PHASE 3 3,900.00 SQ.FT. IN PHASE & 3 = 9,103 SF BUILDING TOTAL AT ULTIMATE BUILD OUT 88,922.50 SQ.FT. cwn w o � z U —1 a- ~ w Z o z z o o z Z Z0 O U z z C a- o C,gQa vv " \— W/1VN31AN1 WIUIH=X, WHLKL X=1U,15,ZU UK Z4 0'~ W/UVNJIANI WIUIH=X, WHLKL X=1U,15,ZU OR Z4 � � Cl) L a- a- U -r TRAFFIC BARRICADE W PROPOSED WATER LINE SS DENOTES SANITARY SEWER EASEMENT SS> DENOTES SANITARY SEWER EASEMENT EXISTING TREE LINE UTILITY PREBLAST DENOTES WATER MAIN EASEMENT DENOTES WATER MAIN EASEMENT PROPOSED LIMITS OF 0) PROPOSED SIDEWALK CLEARING &GRADING �`�11�' WATER METER CROCK PROPOSED CG-12 HATCH LEGEND PROPOSED FIRE HYDRANT X X SF PROPOSED SILT FENCEN°RAN OVERHEAD DOOR SAN. FLOW ARROW S�P� ZACHARY ANN LANE, ASPHALT SHEET 58-06 (FOR (SERVICE BAYS MAY SPAN BUILDING WIDTH) -�- FLOW ARROW ' ' vP TYPICALSEE SECTION) FUTUREPLAN FUTURE OVERHEAD DOOR INGRESS/EGRESS DOOR � TRAFFIC ARROW % �� ALBAN LOT, CONCRETE FUTURE INGRESS/EGRESS DOOR (SEE SHEET 27 OF SITE PLAN 58-06 W Q o LJ= o 0 o 0 Qw w r o w o � CO CO w p I— Z z (n (n cn z00:2 :2J W Z w U m m O (� U o U) � 0 o m w Q o 0- Q 0- col cD cv IN Q o o <C N \ \ _D \ V NOTE.• SEE ARCHITECTURAL DRAWINGS FOR EXACT DOOR SIZE, TYPE AND LOCAPON FOR TYPICAL SECTION) NOT. ADJUST DOWNSPOUTS PER FOUNDATION LOCAPONS z NOT: SEE SHEET 23 OF SITE PLAN # 58-06 FOR PROPOSED LANDSCAPING. - 5;; _ W. PROPOSED 60' ROTO ¢ 000000000000 FUEL PUMP LOCATION (DESIGN BY OTHERS) & ABOVE GROUND PROPANE TANKS FOR DEDICATION !-. Q �\� rn o 0 0 \\\ UNDERGROUND DIESEL FUEL TANK STANDBY GENERATOR (BY OTHERS) 8' VINYL CLAD VDOT ___ 55 CHAIN LINK FENCE 5' PARKING --SETBACK -_ 53 ---- d N cD 00 N M d uO _ _ 10,000 GALLONS (BY OTHERS) POWER COMPANY PAD MOUNTED TRANSFORMER _ �^ � 5 PARKING SETBACK _ Y -- % SLOPE 644 �4 AREA RESERVED F NCED �37 4+ —0 +o x 642 40 - f 35 89.5 35+ <n 64 IN TRASH COMPACTOR 7 x 4 40 --25' BRL s '" ry _ ">" 6+0o r^ °' o o� - --- - - 4292 OLLARD TYP. 2 20' STM. ESMT. 28 (` Y _�� __ ___.._._ EP R.:.6 3 Ann LGIC�P, cn o ►-� 11" 43 ao OAF�D ON BOARD F NCE 4�_ - AFTER HOURS' �`0 65 �C1C a _ --- > .moo EP CG-6R 43432s8 EP CG- as 3,3 42 s EP - 13 as -SERVICE PARKING 39+ 5. s 53 STORAGE AREA STORAGE AREA 42- CG 6R 431-' BOLLARD TYP.° CEP _ CG=6R - -�2 `D ♦ °x� w 20 ST 47 ro N _,. . 9 SPACES I ♦ ° °+ 38- a Q d o - 13 SPACES STORAGE AREA STO Ate- 12 x 0' c, R M GSM _ 632 � z z N 06 of o 16 10 as 12 SPACES - IMPOUND AREA --- 8 5 �� 2S, 8 22 890 s7 8 SPACES 43 12 x35 p ! so 3 43 42- 12'x35' - _ 42- 42- 42- l 269 4 8 42is - 14 SPACES oa oo p RCP _ • U o 43s2 I -- 42 a 42- 2 co — ---- �---- 20, "STM. ESMT. _—� ° 2 00 ----Q — R8, 12 x35 j o0 4237 4 0o z43 2 41 I 41 37+00 _--- -- `632 O 87 I 42 c� s7 4223 - a�o--- -- — — — 43 43 O I POLE SIGN _(SEE o^ 43_ 141 * - ss ----- z2 6 - - ss 42_, 42?' 42°� SHEET 23 42 42 15 - ) 38 _ X 24 _ a5 x 42 42 53 X 34 RCP __ �- _ �- w 42� R -- — -- ------ ----- 41 _ - ,�•53_X 34' S2 - zw a2 s5 48 RCP '-- I o "_. x w ----=--_ ` - -42 1 9� 00; 18+00-----1' Q _-------- a � 5 __ �.-- _._----- a � 20 STM. ESMT. ' �42 .--'-- _- cb _-_ _.. —,_ •wM ,.A„ B..W/M g..W/M 8"W/M ——r 8"WI/M _ '' 8 W ° 642 ,—ram, WM A" � „ N 3 2" g / GATE CON ROL 4Q- c� __..._._ 12 42 �� /r' � -v _ , o �8x �c,� r $".I � 20 W M ESMT. ..... <p, � � �'`. s+ o 4 x O OA 0 2 Q, + 1 _ 43ao �.. 8" cD Lnoo\ W/KNOX OX ��� i o 1 CURB CUT ao 43- I I \ ���% N z 82 ao EP43 56 43ao 5s �0 4 43ao CURB CUT �- 1 42- 6" CG-2 _ 43ao EP434-0 CG-2 f 43� c� 43 s , �� FS T \�`iA 9- Z S 51,E 75 - r \ �\ \C' O s \ V. 31 9 ) ° . ,- � � � ND R � 4100+ � w H 0 RV DUMP STATION Ir4,�80 R/ELEC. 12'X12` 3043 (3 n 6 � \� :' °� r 40,k30' 4056 �� 4100_\ ._.. w oz asySEE NOTE SHEET 4 N 42- tE-43 112X12 PHASE DOMESTIC SERVICE LINE DRAIN BASIN 4 W 43 cfl is . co 3 NE TAP I \ R3 ,19� 0 / o I 1 o <« 422 I CO 44- 2 BOLLARDS C-, DRAIN __ 12 - GRASSED OPEN -SPAT_..__ "" TO BE INTERNAL TO THE BUILDING. f %ti '; DURING SIZE SHOWN ON BUILDING I Q l ^ w N '' ANTIFREEZE BASIN r r SES 1 & 2 LDING MECHANICAL PLANS. PHASE 2 143 42 40� \� F 1� k�, 32' a o w ' C PROPOSED , AINTENANCE GRASSED OPEN SPACE I 42 Q o 33CP M� U 4 HOLDING TANKS 95 a5 �' :-' 2-BOLLARDS s EP4325 4330 ct M B OF 4' CL. I 44 44 z EP43o AND SALES FACILITY DURING PHASE 1 I Q N �\ �' 52 t30o I a5 20 WIDE "CONCRETE ENTRANCE PAD ss so aoI o , 0 3 spq /r'OA 3 6 RIP -RASP < `� ( FF=643.56 3- 42- 43- 3o z CF ' 0 v KP00 `'' 43- IS S �5 w�' ,... MAX HEIGHT = 31' 4" N I WALK 30_ '�' so so 4 + 43 30 PHASE 1 GROUND FLOOR AREA: 515. 75''X 131.33, = 67,718 SF 3 42 43a° 4 •v_ lI o o ¢� 43 z ^ FORWARD SH'OINROOM = 2,579 SF 433Q 4 43 42�I 02 44'57 MINIMUMO%' OF EGRESS DOORS TO BE 446 C° 4390 ' `i' I _ COVERED LOADING DOCK = 1650 SF : I 42 v P 41 33' 101 32- cb 12"X12" M HANDICAP ACCESSIBLE. LANDINGS AT THESE - ¢ o 07Z 40 32so 111//0000 S/NG/E� `l� 323a z 41 o I ���i - " I DRAIN DOORS SHALL NOT EXCEED 1:48 SLOPE. TOTAL - 71,947 SF PHASE 1 qry RU E 33 BASIN, ROOF DRAIN CONNECTION TYP. 88,922.5SFAT ULTIMATEBUILD OUT SAN. SEWER 12"X12" ,l 4 i C/f 14` I = ca ,y r r� oa 4381 42- B DRAIN BASIN ao - --` 4312 Y `� gyp` HE/G'h'T !�/�IShr 4100+ coo � i SEE NOTE SHEET 5 UNCOVERED LOADING RAMP CONNECTION ❑ z ♦ � o 4461 4448 I CURB CUT 42 43 Q nT r 2S;p,. 18 CL. I i O ao 6 ` CG-2 Ss 43a-o 2 LOADING SPACES ( o l - 515.75 - . a • - 6 _ 6' 41 x o d EP43- w RIP -RAP ♦ x CURB CUT J 43- EP43o + _ 54.00' 43- 434p s 40 — — — 43 43 co o , 42� Ali rn �H z -� p ' 4340 MAIN ENTRANCE EP43- CG-2 EP4340 I42 \ / c� I R30 �~ o _ COVERED 'sx v _ • 8„ ` LOADING DOCK 5O _ w I 43 CG-12B RAMPS 10" �° �� v r',.{� 42'-s 40 4%° o o ' 'i% z �'t�` SIAMESE - 41L 3s O Y 43- 91.67 5s 37 15" 1 c 432 + _ 10 10„ as O • I I ! o CG-6R TYP. 43 CONNECTION 43- 43 CG-6 � � o Q N o .,� 41- / 20' CL. I I I 111111,1 3 �S 43" A043- DEPRESSED CURB SIDEWALK �' cs 11 '' Cl- � 410R k 'pS' � 1�h. 42 42 42? 421 2 PARTS PICKU 43 21 TYP. Sq� -A-C:) v r\ I + 41� ��O'�j / RIP RAP TY,p 43 ( 43 ° 3 1 5 SPACES 43os RS, \ 0 63O 25+0o a 42 2 42� 42 2 10x20' 4 43- A '� _ I NEW E�t�7�E _ ----- -- � — — � -- 2 --= ---- �4403 � 20 5 26+00 75 a2 43 27+00 25 (v 18' ' 42° 0 13 SPA; ES 15 43 28+00 „ DI AY A A + - Q G 42- 43- 4 9 0 wM C" 8330 50 3s s7 42- 43 ' v 6Q j 8' W/M M 8' W M 8' W M g" 4 78 42—. 2 31+�0 �O o R CO° a7� o — — — SPLAY ARE / — — — wM „C„ —/ �(li $" a'Iw/M 43 42- 10'x30 W / s 42 $„W/M o072� BW M „C„ �310 U, 385 2 s 10'x30 WM "C' ; 43- 42 s7 / ! o 43 — QVCl1 C — 4 s 4299 7 s EoYEEs wi rH m°' Efs I 25 —4- — �IAMESE �ONI�EC110N — —� — — — — — — o GAT 41 w N 42 42- 1, 10 30'4255 e� 43- 20' W M ESMT. e� as e os _ c r ' 40 4326 SERVICE VEHICLES) 2 v s2 3 HANDICAP 3 CUSTOMER / as 42_ CONTROL i 2 SWM I B M P 0 i, 4313 7 43- 43- ��, SPACES SPACES �i 44 ss v 431s so Al1 ROLLING 4 �4 -- ' 1v� 32 1. O 1°� W 43 >. 'Qj Zq9 41 d ,; O 41 + 0 41 s oo W ' 2 5 _ 12'x2O' 10 x20' 4 s7 C' GATE ss j� 41 4100 I 3a 4273 r7 75' BRL �q9 82 82 ��A 42+5 C� �� 37 P / �SM Q n POND 43 ----- — 41 41 / -- --- — -- — a 133 70 40-�'� 68 q3i 2�' STM' '634 sa ---------=---- S co i W f 4 14 _ _ 41�- ss 4s= - - �- I i 75 BRL �1 42 ° 3 ' X 2 ' P 5 45 2 I REMOVE 2" BOV ASSEMBL 41- 4 - 7a 417 6 Y� 3 C 86 42 418 6 3 C 01 76 4 xo \ r, I I „ a 4162 41sa 42 4191 1s8 08 T 42- 42� S T. 0 --� �c �� / �p 636 LL 63s EXTEND 12 x8 REQUEf? ►� H / 42 21 - 640 + 8 WATER MAIN EP CG-6 43" 13 I I A E IPA A 23 IS L Y A E n f, ' 6 9, x�y co �� 4100 410° �� - 3-� E� a o 00 0o S �� - {� � 1,4 ��� 41+ 41-+ I - _ �_:,. CCU }� VI YL CLAD CHAIN LINK F -�' „ 4322� G 4 G 42 0 4237 420s 42 G 4 s 1s as 52 Zoo 5' P R I. _� , „ 4bsi d� — — 640- — — A -I �42 22 2a 42- 42- G 6 �3fl — i o 0 ,; T — — 41- 42- — — ----bulur=q' — — — — - ;V"J i E R M A 1 fy 42 Y, ti'v' ti'� v 40 9 _ W/M 8 W/MI 8„W M _ �' ,�' r - 24 [� 1 640 642 4 — — — — 4 f— — 638 6 `i ...{-+ 642 V-V�J^r", ..;-_., r;� -„- , ...✓ e^,�., :' -�-v''v"—"`,.,•1..-ti_Y.�,�y�.Y,.;-ti�'v , _ .�._ a-1-U ... nT-n0 - �� - F—I I —I O-638 - fi40 --.. _ -- -..__ . 40 f WE - - r 6 --- — -- 638 - -- --- — - • .8 „� _ E X. A � V1 ;_ _ -- --- - - - -- -- v' -- -_ . - -- - - -- -- -- --- ---- --- -- --- _ - - SaT�35 SAN. SEWER - CONNECT TO EX. MANH LE _ �, 36 j V E- - 634 T ,_,,_ _,. _,v _ _ _ _ -- x ,• �'� .•.^.2. _ 30 SAN. &WATER ESMT. _" • r--� - - --- - -, -r EX. 30 1NATEt &SEWER ESMT. 16 CL I RIP RAP _ . `_.n , f_._^�' ' °' ti_l `" �_..__�.',w_.il1rlYJl!1�1s?.11E4!!445�*:_ , ._ "^R_�� ': , _�f� >. ':•.�r � 8 VINYL CLAD CHAIN LINK FENCE A GRAPHIC SCALE s M EX. ELEC. I--�-I 40 0 20 40 80 160 METER BOX 7� w N PROJECT: ALBAN TRACTOR � FREDERICK COUNTY, VA "" ( IN FEET) - > EX. AMBER ALERT SIGN OWNER/DEVELOPER: REZONING: 1 inch = 40 ft. JAMES C. ALBAN IV RZ# 014-05 MANAGING MEMBER Rural Area District (RA) to Light Industrial District (M 1) with proffers" J.C.A. IV WHITE HALL, LLC. Light Industrial District (M-1) to Light Industrial District (M 1) with Modified Proffers c/o ALBAN TRACTOR, INC. PROPERTY: ,- 8531 PULASKI HIGHWAY _� or5 -O,i BALTIMORE, MD 21237 20.035 Acres, Tax Parcel 33-((9))-6 - - - TELEPHONE # 410 -780 -7200 - - - ENGINEER/SURVEYOR: URBAN ENGINEERING & ASSOCIATES, INC. RECORD OWNERS: 210 FRONT ROYAL PIKE JCA IV White Hall, LLC. WINCHESTER, VA 22602 TELEPHONE # 540-450-0211 APPLICANT: James C. Alban IV ZONING.- MI -LPROPOSED USEIG HT CATERPILA SALES & MAINT. FACILITY CA INDUSTRIAL Managing nWhite Hall, LLC. NOTE.' THIS IS PHASED DOWN PLANASSOC/A TED WITH THEAPPROVED SITE CURRENT USE: VACANT TOTAL SITE ACREAGE = 20.035 ACRES PROJECT NAME:Alban Tractor White Hall PLAN#58-06 TITLED "CONSTRUCT/ONPLAN & PROFILES -ALBAN TRACTOR - TOTAL DISTURBED ACREAGE = 21.4 ACRES (INCLUDES OFFSITE) TOTAL NUMBER OF LOTS = 1 ORIGINAL PROFFER DATE: WHITEHALL BUSINESSPARK" DATED 811612006AND APPROVED BYFREDERICK ALL LOTS TO BE SERVED BY PUBLIC WATER AND SEWER. August 8, 2005 BUILDING RESTRICTION LINES: REVISION DATES: COUVTYZONING ADM/N/STRA TOR ON 911812006. THEBU/LD/NG WILL BE A. FRONT: 75B. SIDE: 25' C. REAR: 25' August 18, 2005 FAR: 1.0 EXPANDED /NPHA SE2 & PHA SE3. MAX. HEIGHT: 60' APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR f 1. DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE SHEET 6A OF 28 PP-20134