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HomeMy WebLinkAbout31-05 Pactiv Manufac. Plant - Manufacturing - Stonewall - Backfile (2)/ 1 / ZONED: 1 USE: VACAN /// (0 / t 25' I BOIL G ; ; RESTRICTII If IF I ' If ,'','' ✓ i i i i i i I r-- 'I I I I I I I STORM j WATER / DETENTION / �00 ' `v AREA----- ' (01 � / I , 1 690 - i ----- ---------- --- _ 16-ZS Do)682 ---- _ -------- 684------------ 686 ------ I RAIL CROSSINGS j I 24'x36- Di 686---------------------------� - ---- -----� i� 68e--------------- ------ )fc DI I I ---� 1 EXIST683- , 98 LF 15, RCP c:P RAP 1 I I I I I I LOADING DOCK I U ' 682 CONCRETE - ��� ! ` DOCK RIP 1 \i\ RAP l EXISTANT , HYDR\� \\ 1 683 ZAP EXIST. ASPHALT STORAGE `\ o EXIST. 1 AREA y GRAVEL i 684 i l\ I In a m , b 11 i D I I W 685------- ! I I ----------------------- 692------------------------------- -------------------------------, ,-------- 690 ------------------- —------------- 690-------------- ------------------------------ S24d49' 54' E-230. 84' �EsENG FP — FIRE PROTECTION WATER LINE SD — STORM DRAIN/SEWER G — GAS LINE SS — SANITARY SEWER x — FIRE HYDRANT ■ — DROP INLET (EXIST,) ❑ — DROP INLET (NEW) TBR - TO BE REMOVED +++++ - RAILROAD TRACKS - LIGHT vic Nify MAC SCALE 1' = 2000' N 0� 51 1, THE PROPERTY DELINEATED HEREIN IS SHOWN AS TAX PARCEL: 43-A-38A & 43-A-44, ZONED: M1 STONEWALL DISTRICT 2, OWNER: PACTIV CORPORATION P,O, BOX 3178 WINCHESTER, VIRGINIA (540) 667-9740 CONTACT: DAVID MEADE, SR, PROJECT ENGINEER 3 13' WIDE TOWMOTOR PATH BETWEEN BUILDINGS IS PROPOSED, 4, ADDITIONAL PARKING WILL NOT BE REQUIRED SINCE NO ADDITIONAL EMPLOYEES ARE NECESSARY FOR THE PURPOSES OF THIS ADDITION, 5, AN EXISTING ASPHALT AREA WILL BE REMOVED TO FACILITATE CONSTRUCTION OF THE PROPOSED ADDITION, AS A RESULT, NO CHANGE IN SURFACE WATER RUNOFF IS EXPECTED, 6, THE PROPOSED BUILDING ADDITION CONSISTS OF A STEEL FRAME, METAL SIDING, & MEMBRANE ROOF WHICH WILL BE COMPLETELY SPRINKLED, 7, NO INCREASE IN ON -SITE OF OFF -SITE TRAFFIC FLOW WILL OCCUR RESULTING FROM THE PROPOSED ADDITION. 8, POTABLE WATER WILL NOT BE REQUIRED IN THE PROPOSED ADDITION, 9. THE NEW FIRE PROTECTION WATER LINE TO BE INSTALLED IN ACCORDANCE WITH THE AMERICAN WATER WORKS ASSOCIATION'S STANDARDS, 10, ENGINEER: RUCKMAN ENGINEERING, PLC 22-B RICKETTS DRIVE WINCHESTER, VIRGINIA (540) 678-1216 11, ORIGINAL BUILDING AREAS: WAREHOUSE BUILDING = 150,000 FT MAIN BUILDING = 194,051 FT = 344,051 FT ADDITIONS = 27,048 FT TOTAL = 371,099 FT TOTAL SITE AREA = 34.135 AC, FAR = 0.25 12, NUMBER OF EMPLOYEES 1ST SHIFT = 80 2ND SHIFT = 40 PARKING SPACES: EXIST, = 111 PLUS ONE HANDICAPPED SPACE 13, GREENSPACE = 18.52 ACRES 34,35 ACRES = 54% 3 c- r `;4_;o4_- 46' E-240, 5S 1 oe N43d47' 46' w-236. 04' �. / I �62d58' 32' w-?. 44' ---- .� . , / i 1 I I i (3) NEW 10 0 ®!O0 I1 f I I EX, 6� /W FLUFF SIi_OS 1 7 8 8 12 ,I I rp 1\ - - - _ CONC. S ---- ------------ - -" i JT 'P-- 21 _ _ 1 i ,kASS 1 S� EX. ACCESS ROAD --- -- -- 1 -- S L I EXIST DDI ) I _ ` I NEW �i FREON TANKS 'I I- ` 1, �' 111-1 - -- - - -- --- - - ✓ATEk r �_ - i N I ' d2� 0 40 80 120 RES. � u= SILOS �, ,' ` !,\ S,5 � /. o Ex--- ASPHALT. ._._._.. iEXIS GRASS PARKING _RELOCATEDFI E n: �• ------------ 1 i I AREA PROTECTION IO LINE PERO'NEAL DWG,' EXIST. PROPANE TANK -G00 S i Y--., - P A R K �N G v — -- ,----- _.r - -----' - - 2 5' BUILDING it � _ ,� � - _-kPAE€S —_ - I RESTRICTION LINE � �'�`� c 5' B U D N _ -- - J_• — : W - 81 ] . 36 I I T ♦ m -- - 4 1 00 \ ` \ � i N E . � ,� \ � ON 0 � �. - � -_ _ _ ----"' "- �} ' .� 4 I - _ _ _._- - I ZONED: B 2 I� \ USE: RESIDENTIAL & PINE MOTOR CO. �� P A is SITE 2 FIN. FLD'"IR Fi 693 00 ;HT. = `4' T C 28') EX. THERMAL OXIDIZER FOUNDATION, 14'x60' EX, GRAVEL BETWEEN BUILDINGS EXIST BUILDING FIN, FLOOR EL. 692.00 USE STORAGE (MANUFACTURING: & STDRAGE) EXIST. PUMP HOUSE I&) /�'j I Too 14 /`L I / I / �co 0 I� I M m i I z 690 69,� �\\ 694 6 � 9s � 59 I1 25' BUILDING RESTRICTION LINE CATHER ZONED: M1 USE: RESIDENIIAL. EP\0510N & 5�PMVTGATf'JL MEA%F�5 SF SILT FENCE, INSTALL AS SHOWN ON THE PLAN, CE CONSTRUCTION ENTRANCE, SEE PLAN, 1, CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE, OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2, ALL AREAS DISTURABED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING, SEEDING WILL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD, AND SDEC, 1,66 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, PERMANENTLY SEEDED AREAS SHALL BE PROTECTED DURING ESTABLISHMENT WITH STRAW MULCH. 3, IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL, THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: A, THE SILT FENCE WILL BE CHECKED REGULARLY FOR UNDERMINING OR DAMAGE, B. THE CONSTRUCTION ENTRANCE WILL BE CHECKED REGULARLY FOR SEDIMENT BUILD—UP, FGA C0�51FUCTIO� NOT�5: 1. WATER & SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2, THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION, BY THE AUTHORITY, 3, A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD NO, 1015 OR 1013, IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. �7 ARD A. (,KAAAN 1` 44 1 C3 0! �4; �ONAt E G I I � Q z U � U � �+ Q_ r- i U � z V U F-1 Q CD I� •� U 00 I [L o LO W d Y 0 Q cv • > E L 0) Q L o> rd-- � 41 41 � L aJ r1/ LL _ y U_ U) U) CD i These Documents - Schematic Drawings, Preliminary Drawings, or Working Drawings, and Specifications are the Property of Ruckman Engineering and may not be used, reproduced, or utilized without the express written consent of Richard A. Ruckman, PIE. FSCALE: 1 "=60' I SEPT. 28, 2000 Drawn By: JSenter' REVISIONS ZL 5-23-05 JHS `\----------------------692------------------------------ 1690 ---------------- 690------------- 1 1---------- ------------------- , EXIST, PRODUCT STORAGE AREA 92'x335' — e s24649 54'E-230 84' 57 USE vACANT 1 I I (! 1 I ; ,' RE STRICTI EXIST. BUiLDINC ; i FIN: FLOOR EL. 692.00 USE STORAGE :I ,/ I I S T ORM kD WATER I i\ i i z DETENTION I � I , 1 1 b0P /\ AREA l 1 I I I I I I ( r I � I - GRASS in v , 20 GAT 684 U.G. LINE 6� - — i PROPANE I - TANKS ` { 686---- L-------- L---7 •+•• PROPANE i. \\\ \\`\ 694 AN ----- --- - - __ _ L--�---- • /'---�--_ _ _ -_ _ _ _ --�--� _ _ _ _ -T---T------ (� 68 T NEB'. DI I r, RAIL CROSSINGS—i'`4'x36' Di--------i-- --� - -------------- - *--------- ` �� DI ••'�. PER \\, 27' ..I ---- ----- J --- A -- -- } - - --- -- ----.. —.—_ ---- -- - -- �- R� 1 1 -- , . ' 'NEAL I 686----------------------��----- - ---- -' -� DWG, a i WATER oe TANK bee --- _------ _------ ------ --- —--_—__-_------- ----T= --- NEW 13' WIDE °D I i,' Q� L ! V - ----- / nI ^�\ I 8' CONC. I I �. i i u - TOWMOT❑R PATH l - ----- r 1 IST. TRAS COMPACTOREXIST.-, H - DI98 LF 15' RCP I N_ • l % M EXIST 6' r•• 1 �- T 7,rt, CONC, ' i ' •I EXIST, LOADING � Il 6 i i i DOCK I OF ej , , I , I 1 EXIST a i! "\CTBR) � I LOADING\\ I PROPOSED 50'x120' DOCK , ADDITION i U ! o P XIS + - t� - -' li= :M���U�ACT�'RI"._ --- — _ � BLDG. N. F 'K �.ti" ;r HT. 28' `J { FF ELEV• = 693.00' 682 i , , \ , EX. CONC. RAMP CONCRETE DOCK 30, I ` \l\RAP EXIST. HYDRAID NT��\\\\ �- 7, 31 ' 683 EX. THERMAL OXIDIZER \ FOUNDATION, 14'x60' -r'- EXIST 10 DI I { it '�_ i I P i`• i ASPHALT o EX. GRAVEL I i� STORAGE XIST. Cu BETWEEN BUILDINGS % I ( I o AREA a. -I , 1 I GRAVEL II 684 i rn ! EX. 6' I 5' WIDE I PVC `\ EXIST. 1 `vv GRASS 0 30' `\ If 132' i x / G.v. 11 EXIST. EXIST. o 8-PVC - CLEANOUT EXIST PUMP HOUSESILOS 685 CONC. S/W_ G�� a 1 ; �_ 10 I OO 11 6) II C.3) NEW�4 I I © 1 EX. 6' - IF Si 'I I �P CONC. Siw ---- 4 12 , X A _ ----- 1' _ 8 1 - j EX• [ FP-- ACCESS ROAD I I { --- - -- - - 1- - ---- ` ----------- ---- +- — ---- -- - -EXIST . \ I { --- -- .—_. (3)DI FREON TANKS I 1 I r' INEW1 RE 'I / ♦v i F.. .. _ - ._ ...__-._ �� / SILO:,. I� AN ,' r' i i i` i F_Z-Eh. ASPHALT I ' \\ '-BExIS RELOCATED FIREASS PARKINo � _'_--------''_6 fj PROTECTION LINE AREA PER O'NEAL DWG I I i i EXIST. PROPANE TANK 4' 1 I ` 0 I , i 1 - -_.- gip. __ _�- --- ?4• -... -- 24' i I 1 f ♦ ' EX 10'x20' PARKING -- ------`---__ J BUILDING RE TRICTION LINE ID CD 41 RESTR �I �� �._ - - _ _ -•-' — N4C) ID _ ,1�E a, _ I ZONED B2 USES RESIDEN?IAL & PINE MLI ]IR CL II c^ - SI,.E LE6�Np FP - FIRE PROTECTION WATER LINE SD - STORM DRAIN/SEWER G - GAS LINE SS - SANITARY SEWER x - FIRE HYDRANT ■ - DROP INLET (EXIST.) ❑ - DROP INLET (NEW) TBR - TO BE REMOVED ++++1 - RAILROAD TRACKS - LIGHT EpO510N & 5�pftNf CONTOL MEA%pS SF SILT FENCE, INSTALL AS SHOWN ON THE PLAN. C CONSTRUCTION ENTRANCE, SEE PLAN, 1. CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE, OF THE FREDERICK COUNTY SANITATION AUTHORITY, 2, ALL AREAS DISTURABED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING WILL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD, AND SDEC. 1.66 OF THE VIRGINIA EROSION AND T SFDIMENT CONTROL HANDBOOK, PERMANENTLY SEEDED AREAS SHALL BE PROTECTED DURING ESTABLISHMENT WITH STRAW MULCH. 3. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: A. THE SILT FENCE WILL BE CHECKED REGULARLY FOR UNDERMINING OR DAMAGE, B, THE CONSTRUCTION ENTRANCE WILL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. FGA coN51T<UCTION NO-T5 1. WATER & SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS, THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2, THE CONTRACTOR SHALL C❑ORDINATE WITH, AND ARRANGE FOR INSPECTION, BY THE AUTHORITY• 3, A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING, THE ASSEMBLY IS TO MEET ASSE STANDARD NO, 1015 OR 1013• IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED, VICINIfy MAC SCALE: 1' = 2000' NO�5: 1• THE PROPERTY DELINEATED HEREIN IS SHOWN AS TAX PARCELi 43-A-38A & 43-A-44, ZONED: M1 STONEWALL DISTRICT 2, OWNER: PACTIV CORPORATION ' P.D. BOX 3178 WINCHESTER, VIRGINIA (540) 667-9740 CONTACT: DAVID MEADE, SR. PROJECT ENGINEER 3, 13' WIDE TOWM❑TOR PATH BETWEEN BUILDINGS IS PROPOSED. 4, ADDITIONAL PARKING WILL NOT BE REQUIRED SINCE NO ADDITIONAL EMPLOYEES ARE NECESSARY FOR THE PURPOSES OF THIS ADDITION, 5• AN EXISTING ASPHALT AREA WILL BE REMOVED TO FACILITATE CONSTRUCTION OF THE PROPOSED ADDITION, AS A RESULT, NO CHANGE IN SURFACE WATER RUNOFF IS EXPECTED. 6, THE PROPOSED BUILDING ADDITION CONSISTS OF A STEEL FRAME, METAL SIDING, & MEMBRANE ROOF WHICH WILL BE COMPLETELY SPRINKLED. 7• NO INCREASE IN ON -SITE OF OFF -SITE TRAFFIC FLOW WILL OCCUR RESULTING FROM THE PROPOSED ADDITION. 8• POTABLE WATER WILL NOT BE REQUIRED IN THE PROPOSED ADDITION. 9• THE NEW FIRE PROTECTION WATER LINE TO BE INSTALLED IN ACCORDANCE WITH THE AMERICAN WATER WORKS ASSOCIATION'S STANDARDS. 10. ENGINEER RUCKMAN ENGINEERING, PLC 22-B RICKETTS DRIVE WINCHESTER, VIRGINIA (540) 678-1216 11, ORIGINAL BUILDING AREAS: WAREHOUSE BUILDING = 150,000 FT MAIN BUILDING = 194,051 FT = 344,051 FT ADDITIONS = 27,048 FT TOTAL = 371,099 FT TOTAL SITE AREA = 34.135 AC, FAR = 0.25 12, NUMBER OF EMPLOYEES: 1ST SHIFT = 80 2ND SHIFT = 40 PARKING SPACES: EXIST, = 111 PLUS ONE HANDICAPPED SPACE 13, GREENSPACE = 18.52 ACRES 34.35 ACRES = 54% 3• c' �y { �y _ .._------- — ---- _;r IV w-GSA. O4' 32' W-_' 44' ---- -.a i • _ �0 0 40 80 120 C f INAC SITE PLAN i J APPROVED ap4Tt jo X<,_ I � Q � Z i ✓r c i z U II i Cu Q I `D n o I I Ln i Y I 1.I 1 Q cu Z I > if d Ln > 4-> i I 4-> i — -+-> u U) u � ` L These Documents- Schem-atic Drawings, Pr6rlinary Drawings, or Working Drawings, and Specifications are the Property of Ruckman Engineering land may not be used, reproduced, or utilized without the express written consent of Richard A, I RUckman, P•E, F SCALE: 1 "-60' SEPT. 28, 2000 Drawn By: JSenter JHS I SITE PLAN i I i `y`:2 ;`. ppr u�l,,_ ; ..n ���;,; e. ,rzE.�'': '; i' �: �:,\ _ -- -,•�--"m"���- 'y cot�Fu {, M1 , / ^'C� _ a,Y hbCO L3+, Fti .•.:N � I2L WA7k-.. � + (�� ,C i��-.:.—\ c:2 � '� I � - � _ - i .q � h �C✓Jf. at.IbY I .✓ hC' i6 1% � � I � E"Fn,n vEL f. > n „. 1 4cry� E • ems.. . - ,�.L 3- v=� ?� r .�"`�•,"` , L4F <. � - ;.-�t` �9.xi' A/ r f A I 'V !I I i : w • FCSA CONSTRUCTION VOTES I' -S rY'a`^yq L AIIIII i -. ' it "VICIN,TY MAP !' , 1 `. Tom--rrrT�---end'' - ?S''■� ■fir—+'■11i"i"" aM'-_*4.,111 I 10 _> ® ..:. •' `. "/fir, .. 'TT� Ar .. -' - r t� dY� �_. -. •ev.1"` � .; ' , Ch 15 .I � I Tr �.,yr. r_ " II hii jh N, N. f i SP.-�€3. fN j I 1 rl i I.. EILUL SITE PLAN ) ' F , is e 3 S• r' •�L2tlDkIIEA.RFS1' ./,`' \ k`. '�:- t I I , — . . _ .._ �u 1 1 j I �...'. v,.ly .V9wM1N4rt u➢�. r ` i �Y „[ �l • � .� � .. s .+ E+...:. ai ,,. > - v�' ,. �. dumtL .,. �. �.: e-.1,. __ ; I. [ -Iil .�. -:;( _ .•_� <-n_r , (..a ,.., 5i'- ) ''__. _.. ��� i , . ._-� - _-:'>, s.- h=• AWt-. .; - v ,,., 'v , -, ,.. ,'-.;:�..�, i�,;4A7 . .... .. y, ., .-„ �._ I�\J� u:I- !, r�'� ., .�Lr - > o 1 .: ' t➢M REiF t•.BEI, 8 � � �� * �,,. t -4 -4.rr�+c. n*sue gacR i,. ,r,�•. I , �rw-..r � � / - _ SITE PLAN MODIFICATION .> ,o,,. _ qam T F 7r� AMOCO FOAM PRODUCTS CO. -�1�M�'� L r"., - 2oAleY a�itlntar Gate„ COUNTY — Now •U FAEpERICK PREVIOUS SITE PLAN X 1 II = 2001-011 AREA OF PROPOSED CONCRETE PAVING, APPROXIMATELY 14'-0" WIDE X 44'-0" LONG .n i. . . •n - . n Al n A r Al n A I r-IIV. YJ /I Jur% N M1 1 SITE INFO FROM GIS 1 = 200 0I(t 43C4 9 B2 43C4 10 B2 AREA OF WORK DISTURBED AREA: - 620 SQ FT N MINOR SITE PLAN MODIFICATION 1 11 = 201-011 RESPONSIBLE LAND DISTURBER: ! NAME / ORGANIZATION DATE TABLE OF CONTENTS C1 MINOR SITE PLAN FOR CONCRETE APRON - (THIS SHEET) PROJECT I N FO RMATI O LAND OWNER: PACTIV CORPORATION DESI ER: LANTZ CONSTRUCTION COMPANY 172 PACTIV WAY 539 SOUTH MAIN WINCHESTER, VA 22603 BROADWAY, VA 22815 540-667-9740 1 540-896-8911 TOTAL LAND AREA: 23.53 ACRES NO NEW STRUCTURES ADDED. - 620 SQ FT OF NEW CONCRETE APRON ADDED FOR ACCESS TO NEW OIRHEAD DOOR A SCALED DOWN COPY OF A PREVIOUSLY APPROVED SITE PLAN, APPROVED ON 7/11/94 IS INCLUDED ON THIS SHEET FOR REFERENCE. NO UTILITIES ARE IMPACTED OR INVOLVED IN THIS MINOR SITE PLAN NO SPECIAL REQUIREMENTS OR CONDITIONS AS A RESULT OF CONDITIONAL ZONING OR USE PERMIT NO VARIANCES ASSOCIATED WITH THIS MINOR SITE PLAN STONEWALL MAGISTERIAL DISTRICT CALCULATIONS TOTAL FLOOR AREA RATIO (FAR): UN CHANGED N TOTAL NUMBER OR REQUIRED AND PROVIDED PARKING SPACES. UNCHANGED TOTAL NUMBER OF HANDICAP SPACES REQUIRED: UNCHANGED TOTAL NUMBER OF REQUIRED LOADING SPACES: UNCHANGED TOTAL NUMBER OF PERIMETER AND INTERIOR TREES REQUIRED: N/A TOTAL PERCENTAGE OF PROPERTY LANDSCAPED: N/A, ONE TREE REMOVED AT APRON TOTAL PERCENTAGE OF WOODLANDS DISTURBED: N/A BUILDING AREA: 371,099 SQ FT (FROM PREVIOUS SITE PLAN) BUILDING HEIGHT: 28 FT (FROM PREVIOUS SITE PLAN) SOIL EROSION & SEDIMENTATION VEGETATION AND TOP SOIL REMOVED FOR THIS PROJECT WILL BE LIMITED TO THE AREA OF THE NEW CONCRETE APRON. THE EXPOSED EARTH WILL IMMEDIATELY BE COVERED WITH COMPACTED GRAVEL AND PREPARED FOR CONCRETE SLAB -ON -GRADE. REMOVE/CLEAN ANY SOIL OR SEDIMENT DEPOSITED ON PUBLIC OR PRIVATE ROADWAYS AS A RESULT OF THIS PROJECT. PIN: 43A44 (1) EXISTING TREE TO BE REMOVED EXISTING STORAGE BUILDING EXISTING PAVED PARKING UNCHANGED TAPER NEW CONCRETE AND MODIFY EXISTING SIDEWALK AS NECESSARY 0 O N � o APPROVED: ZONING ADMINISTRATOR DATE EXISTING SITE CONDITIONS: GRASS LAWN TAPERING AWAY FROM BUILDING LANTZ 539 South Main Street Broadway, VA 22815 540.896.8911 Tel 866.526,8922 Toll Free 540.896.6502 Fax lantzcc.com Lantz Construction Company, hereby reserves its common law copyright and all other property rights in these plans, ideas and designs. These plans, ideas and designs are not to be reproduced, altered or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written consent of Lantz Construction Company. Title to these drawings remains with Lantz Construction Company without prejudice. � m c 0 ILL 0� u_ 0 w d w w 6< Z 4SNLTH OFF ,1 a41. r�0'W ofl �'AV U PHILIP S. LUTZ 0. Lic. No. 040900 • AV1/3/14 YO i �O 0 �0000SrNAL 0#1#1111 DOCUMENT STATUS: PERMIT DRAWN BY: PSL CHECKED BY: PSL PRINTDATE: 1/3/2014 12:02:09 PM PACTIV CORPORATION NEW 12 X 14 DOOR & CONCRETE APRON MINOR SITE PLAN FOR CONCRETE APRON C I 13-244-CH Ad y v A—�05 `vl3 ( `.fir M1 - .c F•_ti rib Y t L Fl+� A EE — ���• ^� ----� 1 `� � - ,'a.. �.A 4ti c •a`AtL tti , Kfi:; ,; .. � w�rF . � «,.. aAr+� s va !4N /vvp ,ne or k e c rtav desG -rep EC � ..� ,3 C3 �.• F v - _ R _ r /� r �++ .. I L , I P n '. r r FCSA CONSTRUCTION VOTES - n } 000r s L < 17 a` a _ ur - c - I JI 6 ll •Y... — T av_ -- = - x- . r. M . - ` �+ ii I A J ''IIII • �L .> ,: � � '� ( 4 . I :. r �. 4 ' r a - t=�g' r � EINa: SITE s I � �� 4TE tNF•trV.; � I _ � �, I p1 �. ., _I I � _ - warz f I t4W I fi L. L - �Er� r= �FalyC r vi rwl[s Q¢aw l.., r, w - -_ ri• N-V Vow :< _.forsnvssE ` r PLAN MODIFICATION I IS aeY�r xr . _" _. * T _yMc�- � �"'li�-= �'�---�� -p� AYOCO FOAM PRODUCTS CO. ^a•,,,`: r [Nd Eo r+ oE1 T .wlw�--.1�'_: , ;c:,� - .L tvl,v IomnS n. ` _ ^�- " anRtrotor At fAEOERICN COUNTY. VA PREVIOUS = SITE PLAN N M1 1 SITE INFO FROM GIS 111 = 200'-0" AREA OF PROPOSED CONCRETE PAVING, APPROXIMATELY 14'-0" WIDE X 44 4' LONG 43C4 9 B2 43C4 10 B2 AREA OF WORK DISTURBED AREA: - 620 SQ FT 4 2 TABLE OF CONTENTS C1 MINOR SITE PLAN FOR CONCRETE APRON - (THIS SHEET) PROJECT INFORMATION LANDOWNER: PACTIV CORPORATION 172 PACTIV WAY WINCHESTER, VA 22603 540-667-9740 DESIGNER: LANTZ CONSTRUCTION COMPANY 539 SOUTH MAIN BROADWAY, VA 22815 540-896-8911 TOTAL LAND AREA: 23.53 3 53 ACRES NO NEW STRUCTURES ADDED. - 620 SQ FT OF NEW CONCRETE APRON ADDED FOR ACCESS TO NEW OVERHEAD DOOR A SCALED DOWN COPY OF A PREVIOUSLY APPROVED SITE PLAN, APPROVED ON 7/11/94 IS INCLUDED ON THIS SHEET FOR REFERENCE, NO UTILITIES ARE IMPACTED OR INVOLVED IN THIS MINOR SITE PLAN NO SPECIAL REQUIREMENTS OR CONDITIONS AS A RESULT OF CONDITIONAL ZONING OR USE PERMIT NO VARIANCES ASSOCIATED WITH THIS MINOR SITE PLAN STONEWALL MAGISTERIAL DISTRICT CALCULATIONS TOTAL FLOOR AREA RATIO (FAR) : UNCHANGED TOTAL NUMBER OR REQUIRED AND PROVIDED PARKING SPACES: UNCHANGED TOTAL NUMBER OF HANDICAP SPACES REQUIRED: UNCHANGED TOTAL NUMBER OF REQUIRED LOADING SPACES: UNCHANGED TOTAL NUMBER OF PERIMETER AND INTERIOR TREES REQUIRED: N/A TOTAL PERCENTAGE OF PROPERTY LANDSCAPED: N/A, ONE TREE REMOVED AT APRON TOTAL PERCENTAGE OF WOODLANDS DISTURBED: N/A BUILDING AREA: 371,099 SQ FT (FROM PREVIOUS SITE PLAN) BUILDING HEIGHT: 28 FT (FROM PREVIOUS SITE PLAN) SOIL EROSION & SEDIMENTATION VEGETATION AND TOP SOIL REMOVED FOR THIS PROJECT WILL BE LIMITED TO THE AREA OF THE NEW CONCRETE APRON. THE EXPOSED EARTH WILL IMMEDIATELY BE COVERED WITH COMPACTED GRAVEL AND PREPARED FOR CONCRETE SLAB -ON -GRADE. N o O O� N � cCD �O MINOR SITE PLAN MODIFICATION 1 " = 20'-0" C(f) N 0 0 RESPONSIBLE LAND DISTURBER: APPROVED: NAME / ORGANIZATION DATE ZONING ADMINISTRATOR DATE E AND :WALK AS ONDITIONS: PERING AWAY 539 South Main Street Broadway, VA 22815 540.896.8911 Tel 866.526.8922 Toll Free 540 896 6502 Fax lantzcc.com W z Lantz Construction Company, hereby reserves its common law copyright and all other property rights in these plans, ideas and designs. These plans, ideas and designs are not to be reproduced, altered or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written consent of Lantz Construction Company. Title to these drawings remains with Lantz Construction Company without prejudice. c� t in a l� r� w Q w to 6 Z < `��! 11111111vp,LTH pp 000 Ar ��: .U- 9i PHILIP S. LUTZ 40, Lic. No. 040900 %1/3J14 0000 DOCUMENT STATUS: PERMIT DRAWN BY: PSL CHECKED BY: PSL PRINT DATE: 1 /3/2014 12:02;09 PM PACTIV CORPORATION NEW 12 X 14 DOOR & CONCRETE APRON MINOR SITE PLAN FOR CONCRETE APRON C I 13-244-C H