Loading...
HomeMy WebLinkAbout35-08 AMK Products - Rainwater Storage Tank - Shawnee - BackfileABBREVIATIONS GENERAL NOTES 1. The property delineated on this plan is located approximately 1.4 miles east of route 522 south along Airport Road near the Winchester Regional Airport. The site is currently used for office and industrial purposes. The property owner proposes to construct a 15,000 gallon rainwater storage tank approximately 21.5 ft high with a 12 ft diameter. The owner also proposes to construct a 300 square foot green house near the rear of the existing building. There is no required parking or loading associated with this construction and all required landscaping buffers currently exist on site as shown on the site plan sheet. 2. Property Owner/Developer: AMK PRODUCTS, INC. 800 Airport Road Winchester, Virginia 22602 3. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Ste. 120 Winchester, Virginia 22601 Contact: Mr. Max Kotlowski Telephone: (540) 662-7008 Contact: Mr. Timothy G. Painter, P.E. Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Patton, Harris, Rust, and Associates. 5. Site Data: Parcel Area: 7.354 Acres (320,340.24 sf) P.I.N: 64-5-4 Zoning: M1 (Industrial General District) Magisterial District: Shawnee Existing Use: Industrial/Office Front Yard Setback (R.O.W.): Required- 75' Provided- 113' Rear Yard Setback: Required- 25' Provided- 670' Side Yard Setback: Required- 25' Provided- 100' Maximum Building Height: Allowed- 60' Provided- 34' F.A.R.: Allowed- 1.0 Provided- 0.05 Existing Warehouse= 11,400 sf Existing Office= 600 sf Total Existing Floor Area=12,000 sf (One Story) Greenspace: Required- 25% (1.84 acres) Provided- 82.8% Impervious Area: Allowed- 75% (5.52 acres) Proposed- 17.2% Existing Building Footprint Area= 13,892 sf Existing Asphalt Pavement Area= 40,750 sf Pr. Greenhouse and Tank Area= 414 sf TOTAL= 55,064 sf 6. Parking Space Requirements: No additional parking or loading is required. WATER AND SEWER SERVICE Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA 22604 540-868-1061 BUILDING INSPECTIONS Frederick County Inspections Department 107. N. Kent Street Winchester, VA 22601 540-665-5656 EROSION AND SEDIMENT CONTROL Frederick County Public Works Department 107 N. Kent Street Winchester, VA 22601 540-665-5643 NATURAL GAS Shenandoah Gas 350 Hillandale Lane Winchester, VA 22602 540-868-7911 ELECTRIC SERVICE Allegheny Power 3463 Valley Pike Winchester, VA 22602 540-722-5830 TELEPHONE SERVICE Verizon 404 Hillandale Lane Winchester, VA 22602 540-665-3156 PUBLIC ROAD IMPROVEMENTS Virginia Department of Transportation 14031 Old Valley Pike Edinburg, VA 22824 540-535-1818 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. RAINWATER HARVEST TANK AMK PRODUCT , INC. SHAWNEE MAGISTERIAL DISTRICT 800 AIRPORT ROAD FREDERICK COUNTY, VIRGINIA Winchester 4 Airport � Rr 6g o S N N 0 Sl T eaml«em PC* VICINITY MAP 1" = 2000' N/F CARROLL L AND CHARLENE ANDERSON ANDREW W. AND MABEL E. ANDERSON I T.M. 64-5-D2 ANDREW W. JR AND S 5-Dl T. ANDERSON I T.M. 64-5-D4 ZONEF�: RA T.M. ZONED: RA 1 ZONED: RA I USE: RFFOEN`nAL ZONED: RA USE: RESIDENTIAL I USE: RESIDENTIAL 5 FT. PARKING SETBACK (ALL AROUND) 25 FT. B. R. L _ N IF I �'% PR. 12'0 RAIN HARVEST TANK _ Q ( m s N LL o } I N �.� . zI a Q25 a - ® P.I.N. 64-5-4 U 1 0 a 7.354 ACRES 1 I o U I N/F f/ 1 THE WINCHESTER REGIONAL AIRPORT 1� Ln l>< I I T.M. 64o- - 1 r STORY PR. 25'02' GREENHOUSE o CE C F�151 I _ �o USE: VACANT Jam_-e N/F �_ f= 955.21 EVE FAMILY COMPANY, LLC T.M. 5 ZONED: M1 2�21108d E USE: RESIDENTIAL I N/F WINCHESTER REGIONAL AIRPORT J® ® N/F T.M. 64-5-3A I ZONED: RA IUSE: RESIDENTIAL � 1 � f I� I 1 I CURVE 1 DATA I R-1068. pp 89' T=141.26' I CH=280.08' CH. BRG.=S6_r5552E DELTA=15'04'09" I 1 100 0 100 Scale 1 " = 100 ft PROJECT OVERVIEW 1 it = 100' DOVE FAMILY COMPANY, LLC T.M. 64-5-3 ZONED: M1 USE: RESIDENTIAL I,TH OF: I U 9 Lic. N . 018260 BOA `SSIONAL ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FIG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.J. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TIC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET •00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /3: COVER SHEET SHEET 2/3: SITE PLAN SHEET 3/3: CONSTRUCTION DETAILS R174"V_iTiT f'LJ"! APPROVEQ L"vai—Ir `; 6P#3,6 o%- ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL RAINWATER HARVEST TANK AMW pG30O DM(���a �HCo SHAWNEE MAGISTERIAL DISTRICT 800 AIRPORT ROAD FREDERICK COUNTY, VIRGINIA CONSULTING ENGINEERS 'Ab. - PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewis.com JOB NO.: 0803014 April 28, 2008 SHEET: 1 /3 PR. DRY DRY HYDRANT I 1 1. 1 GEOITHERMAL 1 WELL1iYP.)�� I 1 1 I EX. TELEPHONE LINE 50, I EX. TRANSFORMER EX. UNDERGROUND GAS LINE EX. UNDERGROUND ELECTRIC EX. CONC. WALK o PR. 12'0 RAINWATER TANK ON A 14'0 CONCRETE PAD GEO-THERMAL LOOP SEE DETAILS, SHEET 3 N 11 O —EX. WATER SERVICE —EX. SAN. LAT. —PR. 2" WATER CONNECTION —PR. 1" ELECTRIC LINE i i ANDREW W. JR AND SHEIIA T. ANDERSON I T.M. 64-5-D1 ZONED: RA USE: RESIDENTIAL I NOTES: 1. CONTRACTOR TO EXERCISE CAUTION DURING CONSTRUCTION TO AVOID POTENTIAL CONFLICT WITH EXISTING UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY FOR INSTALLATION AND CONNECTIONS. 2. NO EXISTING UNDERGROUND UTILITIES ARE TO BE CHANGED OR ADJUSTED AT THIS TIME. 3. PER THE VESCH THIS PROJECT DOES NOT REQUIRE EROSION AND SEDIMENT CONTROLS BECAUSE THE TOTAL DISTURBED AREA IS LESS THAN 10,000 SQUARE FEET. EROSION do SEDIMENT CONTROL KEY 3.05 SILT FENCE N/F ANDREW W. AND MABEL E. ANDERSON T.M. 64-5-D4 ZONED: RA USE: RESIDENTIAL EXISTING BUFFER TO RESIDENTIAL ZONING T>� p _ _ - EX /mv (701.40) I EX. GRAVEL "D 1 ---- EX. GRAVEL NW �, \ -- --- ----- -- -- — --T _— " 1 O" -- - - - -- - - - --,— ----- ---- -� w- �o�-� -- -- - ----- .33 . -- - - _ - - — -- -- - 5 FT. PARKING SETBACK (ALL AROUND) R 4R. W N .FTl NLO EXISTING BUFFER TO RESIDENTIAL ZONING \ Z 5 CL of z 0 IX UNDERGROUND Q ELECTRIC LINE l / / _704 > \ / / r 1' _ •,�� V Q I I / ...... Q (� (n C� DISTURBANCE 6, EX. ASPHAL , Z IPR. LIMfTS OF O I `r I I I I J/.� \' STA°U AREA I CTION� o Q- i-- N v r� i �� 0 in ab cl— _ � _ ' ' --- �• ` �_ � �' P.I.N. 64-5-4 � ,' ;r i � __ � w w� Q L� _As ORARY �, pC \ ` PR. 12'0, RA�NATER TANK I EX. PR. 25'x 12'STOCKPILE UIOCATION 7.3 5 4 ACRES _ / I -- - 2 CL C) U I 0 I ON A 14 0 CONCRETE PAD $ ❑ GREENHOUSE k-, . �LIFRE pIST�JURE - �� / j ___ O w V I rL. SEE DETAILS, SHEET 3 i r --- I I g Q ]C Q N/F , 73'.RO _ p LINE j - O I c� I THE WINCHESTER N To REAR ROP. _ _ __ _ - - 3 w Q w REGIONAL AIRPORT (SEE DETAIL A� 25• ►— Y I — o o I 8 1 � I T.M. 64-5-4A STORY 3 w X �-- 4 ' _ i ONE DING PR. UWTS OF :,> o LL I �S G gUIL I DISTURBANCE 06 - / ! = LL o I ZONED. RA % EXISTIN �, I USE: VACANT EX 4 S0 LAT. g I i — In o �� , i Q I W EX UNDERGROK/JVD ` I i I ' /0 r (./) ELECTRIC LINE % / 0 12" f / GRIr1�7fR I PUMP STAIIQN \. 1 _ — r :. �.. '� 90 y �ORC IN '� / 1 I ,'-- - -` / �, I N o ■ Zkt arcs j J i I I o EX ASPHALT / l Cf) N I I 3 I �'70e.on �IX WELL (APRX, j , ' _ - _� - -- -- / ; / / / � ( v v EX. WATER SERVICE 1 Qf� \ - -- /� -- =- -_ __ -- - / _ `° c I 'Y �' -►Y-`. EXISTING BUFFER TO RESIDENTIAL ZONING / W ` � - .� o a �- -- ____. __ L O 702- \ EX RISES / / -Y > �' _ OPT 4(24" _7 r��� _ -=694.010 I �— ASS DRNE - / J RJII �cc ' 'I1 �+W � lix• �, ' _ _ _ � ROAD -__ .,� . ! . T 0. R �- 22 _- ONE INS 96 - W N STORY OILQ,\ s. XIsTIN r �', — r / _ r - BUFFE - ::::�'::::: �Np,C11VE BUFF E HAS DT WING HIS_ I Q 15 EXISTING BUFFER TO RESIDENTIAL ZONING IX UNDERGROUND 1 T EX. SPELi94Y i ELECTRIC UNE I (AOX•) - "©! ( ' 2 " —_ --- -_ - - - Q „\ c ` EX LEVEL 3PR64D£R '2 � O U G I ` C 1 �LllY , r- 12- 2 EX RIP0 11, - \ EX. ES-y ��- AMC=691.00' 14" Tw. AROUND - N/F I WINCHESTER REGIONAL AIRPORT -_ ._ � RES�pENT1At •� ``�` �;� T.M. 64-5-3A 1 .__ — ��- XISTINO BUFFER io � N/F I 1 _ E DOVE FAMILY COMPANY, LLC ZONED: RA I \ T M 64-5-3 z J W � W z 0 ow TH Op v11 L) P> a Lic. 018260 lkvd 1 -z,/ 0 060 4l��.81110NAL - I I USE: RESIDENTIAL !10/ ' ZONED: M 1 P H R &A. •c" 1 I USE: RESIDENTIAL DRAWN BY: I RED I 1 I 30 0 30 90 SCALE: I 1 "=30.0' I li%iiiiiSHEET: I Scale 1 " = 30 ft C.I.: 2' JOB NO.: 0803014 DATE: 04/28/08 2/3 I r ■ 1' 0 z 0 m 4' I MAKE-UP WATER O 1" SCH 40 PVC I I 1" Electrical PVC for pump wiring t C and level transducer 1 I � I t 8x18" - 4oc k ! in dock ' w■8 teed% scupper Exi■fing 8 " unigreund drainpipe for downspouts AMK Products, Inc. 121-OS f 12 D" ELEVATION BY DATE Tr7LE MODEL 12Q5-WT-WST-12x21 NEATER s'TOIU INC DWN 4/25/07 CORRUGATED, GALV. STEEL WATER STORAGE TANK ANiuMn, Texas, USA SA IU CKD JH 4/25/07 NOMINAL CAPACITY - 15,D00 GALLONS (U.S.) 1->r00-461'189r8 ENG JH 4/25/07 OwC, NO- REV. NO. 11E DRAM IC DEM70 ON THIS PRINT AND THE WORMATION CONTAINED HEREIN AIfE 1 1205-- WT- WST-12X21 A 1000METARY TO Water Storage Tanks, Inc AND SHALL NOT BE USED IN WHOLE OR SIZE SCALE ,. SHEET OF PART IITHOUT TILE WRITTEN CONSENT or Water storage Tanks, Inc A 3/16 =1'-0 1 1 WATER STORAGE TANK FLAT FOUNDATION PLAN ANCHOR BIOL1 CHORD 'Y, WE' _L COMP,. -', �' -s' x b < 10/10 EASE COUR' WELDED BARE MESH (Rr -HFRC. c� (BY OTN PS ; TIC (BY A A , AN,^.H,"R C! IP-� j BOTTCV \'/ WA-L �H . r S_A ANT A.PCOND T.k , ! PE P1K1: TE.R \ (HOTHEPS) Al > , > > BOLT \-6" Y, 6' X 10/10 NCO KEIE Svi3 WELDED WIRE MESH ° ° ('XI- E MESH FQIINDATII N PAN (Bv OTHERS) NO SHOWN) \\-CUNT RLTE • OC 'JG DF_AIL _-I TALC DIA. QTY.OF ANCHOR BOLTS A 9 C 1 6' 4 4'-5 11/1C 6'-1 11/16, T-2" 9' 6 4'4 7/9" 9'-3 3/4" 4'-7 7/8" 0' 8 4'-8 7i16" 12'-3 9116' 6'-1 3/4" 10 4'-8 3✓8" 15'-3 Vr 7'-7 5/9' is. 12 4'.8 3/4" 18'-3 3/16" 9'-1 5/8" 21' 14 4'-8 3✓4" 21'-3" 17-7 lit" 34' 1 16 1 4'.8 3/4" 24'-2 13'16' 12'-1 18" 27' 18 4'-8 11/16' 27'-2 S'8" 13'4 5/16' TA.MK DI.. QTY. CF ANCHOR BOLT'3 A B C 31 i 70 4'-71I9" 1(1' ! 7 Ci' 15'-1 1 /4" _ 33 _ 16 7.?_ 4'-R 11116" 311-2 1" 16'-7 1/8" _ 74 4'-s VIr 16'-': ls'-1" 397 2R 4'-8 5;8" 39'-1 V i-6 19'-6 15/16" 42 48 60 28 _ 32 40 W-8 3/8" 42- 1 ', i" 21'-1 VI OT' 4'-8 9/16" 4_s'. 1 ' 1" - 60'-1 ' "-- 24'-1 /R" 4'-8 U2" V'-1/4" GENERAL LUNCIRETE NOTES: I . Site must be 95% compactedsoil back -till or undistui b•xi soil. Site must be free ' -oni standing water and well drained. 2. Soil an"d forting ring must be uniform. (Not fine kjrld) 3. Foundation design is based on unlfimm soil bearing capacity of 2000 T.R. pei squarc foot. Concrete compressive strength at 28 days shall be 2500 t psi. 4. Reinfa ;ingt steel -standard deformed bars Fy = 40,W0 I)ii- 5. Add (1) pound to rebar requirements tart- each end lap. Lap bars 157 6. These are general concrete foundation requirements, and should be evaluated voth rerpcet to each site. Consult anth a local engineer if site is questionable. 7. Foundation should be poured smooth for proper weather seal anti bin anchorage. AIMONAL TOTES: 1. Chart above has concrete and reinforcing bar quantifies liar the lixrndatio n illustrrt,_d. Top of foundafm is 4" above grlde. 2. Andtol' bolts are 5/8" x 12" A307 with 3" threaded ImIll.h. 14'D Pad i i compact sell and 10" compacted chipped %Lone +% ♦ 10" 2S00 PSI concrete 7J* 8 x 6" 7 g■ welded wire mesh \\ or 1/4" reirdming steel bars end lapped 15" \ - 2" \ t t t 1 19" SCIR 1 a' --► WATER OUTLET 2- %CFI 40 FM 1 Va29 18" SCIR r---1 ir slim 12' D Took GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE VIRGINIA STATEWIDE BUILDING CODE, 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 (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY PATTON, HARRIS, RUST, AND ASSOCIATES. A CONTOUR INTERVAL OF TWO (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 5. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 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 THE IMMEDIATE LOCATIONS OF THE CONCRETE PADS REQUIRED FOR THE RAINWATER TANK AND THE GREENHOUSE. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. MAINTENANCE: The contractor shalll 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 isuperintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught on the existing pavement. If the pavement becomes too soiled with soil and mud that it will not prevent tracking onto the Prosperity Drive roadway, then it shall be cleaned and/ or washed, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. The inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good stand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT •• t ,fI pill/jjii �; i1lre' r,r , �, Illlllllljllj111111�111111 it erre�0ii,rrrr i / rr �� re 1 lull ! 11111'��llllllf IIIII II/''I;; eeI� ee III Iij i I' II III 1''j11111r lnuff II I �Iffll i II Illlllllilllllllll 1 Iji;j i iI �lllll I'llll III III (I a Fr MAX. SPACING WITH _,.WIRE SUPPORT PONDING HT. PONDING HT. STEEL OR WIRE do FILTER FABRIC WO,QD POST ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF R4 UNDFF 12" MIN. =1 4"x6" TRENCH WITH COMPACTED ! BACKFILL STANDARD D ETAI L TRENCH WITH NATIVE BACKFILL 9 MAX. !ECOMMENDED) a.:T STORAGE HT. ... I�) 12" MIN. =1 GRAVEL ALTERNATE DETAIL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 ROSION AND SEDIMENT CONTROL NARRATIVE: NOTE: PER THE VESCH THIS PROJECT DOES NOT REQUIRE EROSION AND SEDIMENT CONTROLS BECAUSE THE TOTAL DISTURBED AREA IS LESS THAN 10,000 SQUARE FEET. Project Description The property delineated on this plan is located approximately 1.4 miles east of route 522 south along Airport Road near the Winchester Regional Airport. The site is currently used for industrial and office uses. The property owner proposes to construct a 15,000 gallon rainwater storage tank and a 300 square foot greenhouse on the site. Existing Site Conditions The existing site is currently developed with two existing buildings and existing pavement and parking. The site drains to the west to an existing stormwater management pond located on -site and then drains off -site to the west to an existing swale. Soils The USGS Soils map shows the predominant soil type on the site is Cleorbrook channery silt loam (98). This soil is moderately deep, gently sloping, and somewhat poorly. Slopes range from 2 to 7 percent typically. Adjacent Areas The property is bounded to the north by the Airport Road right-of-way and to the south, east, and west it is bounded by existing residential property. Off -site Areas No off -site areas will be disturbed for the construction of this site. Critical Areas No critical areas are located on this site. Erosion and Sediment Control Measures 3.02 A construction entrance will be constructed and shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. The existing pavement shall serve as teh construction entrance. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed in selected locations downstream from the construction areas as a first measure of construction. Silt fence will be installed around the downstream side of topsoil stockpiles. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.30 Replacement of topsoil will generally occur in the immediate area of the tank and greenhouse where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6". Topsoil shall not be placed while in a frozen or wet condition. 3.31 If needed, temporary seeding in accordance with the E do S Std dt Spec 3.31 will be applied to the topsoil stock pile and all areas which will not be brought to final grade within 3C days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is Summer 2008. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. 3.36 All cut slopes and fill slopes along the proposed road will be stabilized with matting to promote the establishment of a vegetative cover. The mat areas will be inspected after each significant rainfall event and repairs will be made as required. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Ryegrass 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug 31: German Millet 50 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. No soil testing is required. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib/ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 1. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place until the site is fully stabilized. 2. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site grading and construction is to be done with the property owner's consent. 3. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise noted. SEQUENCE OF CONSTRUCTION 1. Schedule an onsite preconstruction meeting with the Erosion and Sediment control Inspector 2. Establish the construction entrance. 3. Install silt fence along downstream perimeter of work areas. 4. Strip, stockpile and stabilize topsoil. 5. Perform rough grading of the construction area. 6. Install concrete pads. 7. Perform final grading of site. Apply seeding and mulch and stabilization fabric. 8. Remove temporary controls after work areas have been stabilized. NOTE: ALL TEMPORARY CONTROLS WILL BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED. w F_ F_ F- C) Ld D O a_ Z O U W OIZ V) J Q Z _O U V) Z O U U Q Y Z_ U N U �- ? > O w w W V) QX R� 2 HOD o Na0 m tY mU H Q- �QY 3 Y Wom- Z Q LLJ Z�ED 0 UJ Q m ■ U J all o ■� �_ O :3N N M In I LO O U V) c\N N N cD I N (D 3 Q) W O C CO�p,O ^ p'o C J (D a � L � � U W V) °' 0 - E 4- 0 - "p O U N U Z Ld Q 00 a LLill0 Cn Z� J W DZ Z c) OW t,TH OF '!�r t U 9 Li No 018260 O's (7- G SSIONAL SURVEY: C.I.: P. H . R. +A. 2' DRAWN BY: RED JOB NO.: 0803014 SCALE: DATE: NA 04/28/08 SHEET: 3/3 GENERAL NOTES 1. The property delineated on this plan is located approximately 1.4 miles east of route 522 south along Airport Road near the Winchester Regional Airport. The site is currently used for office and industrial purposes. The property owner proposes to construct a 15,000 gallon rainwater storage tank approximately 21.5 ft high with a 12 It diameter. The owner also proposes to construct a 300 square foot green house near the rear of the existing building. There is no required parking or loading associated with this construction and all required landscaping buffers currently exist on site as shown on the site plan sheet. 2. Property Owner/Developer: AMK PRODUCTS, INC. 800 Airport Road Winchester, Virginia 22602 3. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Ste_ 120 Winchester, Virginia 22601 Contact: Mr. Max Kotlowski Telephone: (540) 662-7008 Contact: Mr. Timothy G. Painter, P.E. Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Patton, Harris, Rust, and Associates. 5. Site Data: Parcel Area: 7.354 Acres (320,340.24 sf) P.I.N: 64-5-4 Zoning: M1 (Industrial General District) Magisterial District: Shawnee Existing Use: Industrial/Office Front Yard Setback (R.O.W.): Required- 75' Provided- 113' Rear Yard Setback: Required- 25' Provided- 670' Side Yard Setback: Required- 25' Provided- 100' Maximum Building Height: Allowed- 60' Provided- 34' F.A.R.: Allowed- 1.0 Provided- 0.05 Existing Warehouse= 11,400 sf Existing Office= 600 sf Total Existing Floor Area= 12,000 sf (One Story) Greenspace: Required- 25% (1.84 acres) Provided- 82.8% Impervious Area: Allowed- 75% (5.52 acres) Proposed- 17.201, Existing Building Footprint Area= 13,892 sf Existing Asphalt Pavement Area= 40,750 sf Pr. Greenhouse and Tank Area= 414 sf TOTAL= 55,064 sf 6. Parking Space Requirements: No additional parking or loading is required. WATER AND SEWER SERVICE Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA 22604 540-868-1061 BUILDING INSPECTIONS Frederick County Inspections Department 107. N. Kent Street Winchester, VA 22601 540-665-5656 EROSION AND SEDIMENT CONTROL Frederick County Public Works Department 107 N. Kent Street Winchester, VA 22601 540-665-5643 NATURAL GAS Shenandoah Gas 350 Hillandale Lane Winchester, VA 22602 540-868-7911 ELECTRIC SERVICE Allegheny Power 3463 Valley Pike Winchester, VA 22602 540-722-5830 TELEPHONE SERVICE Verizon 404 Hillandale Lane Winchester, VA 22602 540-665-3156 PUBLIC ROAD IMPROVEMENTS Virginia Department of Transportation 14031 Old Valley Pike Edinburg, VA 22824 540-535-1818 RESPONSIBLE LAND DISTURBER I NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. . I 1 RAINWATER HARVE T fiTm11K AMK PRODUCT , INC. SHAWNEE MAGISTERIAL DISTRICT 800 AIRPORT ROAD FREDERICK COUNTY, VIRGINIA FREDERICK COUNTY, VIRGINIA Winchester "Po a Airport �¢ o � N N 0 Sl T w�a P.rk VICINITY MAP 1" = 2000' I I I I N/F CARROLL L AND CHARLENE ANDERSON ANDREW W. JR AND SHEILA T. ANDERSON MI ANDREW W. D MAI EL E. ANDERSON I T.M. 64-5-D2 T.M. 64-5-01 T.M. 64•-5—D4 ZONE': RA I I ZONED: RA ZONED: RA I USE: RESIDENTIAL USE: RESIDENTIAL I USE: RESIDENTIAL � -� � � � � r � �� � �� �� cab• 1 �J-' !� JU JT7Z — " -- 5 FT. PARKING SUB" (ALL AROUND) I N 25 FT. B. R. L m I �A PR. 12'0 RAIN HARVEST TANK I9UFFtIZ— - -I IN f � Z IL Q A �S J 251G�BUFfIIt . o � 3 I-� _--- P.I.N. 64-5-4 Q a 1— c� I o 13 7.354 ItCRES o � \ I ,� I N/F r IUj =1 3 F- I THE WINCHESTER � REGIONAL AIRPORT � o' o I I T.M. 64-5-4a 1ONE st PR. 25 x 12 GREENHOUSE o 6 ZONED: RA VOTING ' ' a o USE: VACANT _� ' �_ 'to L0 (1-1(-3%Eva— 2 s N/F DOVE FAMILY COMPANY, LLC — T.M. 64-5-3 Zjk 25 p - - _ ZONED: 61 .' N �21 '08Y E USE: RESIDENTIAL o _---- WOW I I N/F WINCHESTER REGIONAL AIRPORT N/F T.M. 64-5-3A ZONED: RA I I USE: RESIDENTIAL I ' � 1 ICURVE 1 DATA R=1068..0jI ' A=�8t7.89 T=141.26' CH=280.08' I CH. BRG. =S6X55 52 E IDEL TA=15'04 09 " 100 0 100 Scale 1 " = 100 ft PROJECT OVERVIEW 1 " = 100' DOVE FAMILY COMPANY, LLC T.M. 64-5-3 ZONED: M1 USE: RESIDENTIAL OF+ yf U PA Lic. No 018260 1.6;Po14 (o�25 C7��`' S370DNAL ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB do GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CIAF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER IDS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /3: SHEET 2/3: SHEET 3/3: ZONING ADMIN COVER SHEET SITE PLAN CONSTRUCTION DETAILS TOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APP RAINWATER HARVEST TANK AMIK p1R_D_)01L(51UC789 RC`�- SHAWNEE MAGISTERIAL DISTRICT 800 AIRPORT ROAD FREDERICK COUNTY, VIRGINIA CONSULTING ENGINEERS PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: off ice®pointerlewis.com JOB NO.: 0803014 April 28, 2008 SHEET: 1 /3 >- m �PR. DRY HYDRANT io77 EX. TELEPHONE LINE 7 5p' �- I I EX. TRANSFORMER — � EX. UNDERGROUND GAS LINE � EX. UNDERGROUND ELECTRIC I EX. CONC. WALK ' o- PR. 12'4 RAINWATER TANK I I 11 �A14'0 CONCRETE DEfAILSPAD , SHEEP 3 SEE GEO-THERMAL LOOP N I II O. GE01THERMAL EX. WATER SERVICE WELL1(TYP.)� I EX. SAN. LAT. 1 PR. 2" WATER CONNECTION PR. 1" ELECTRIC LINE ANDREW W. JR AND SHEILA T. ANDERSON I T.M. 64-5-D1 ZONED: RA USE: RESIDENTIAL I NOTES: 1. CONTRACTOR TO EXERCISE CAUTION DURING CONSTRUCTION TO AVOID POTENTIAL CONFLICT WITH EXISTING UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY FOR INSTALLATION AND CONNECTIONS. 2. NO EXISTING UNDERGROUND UTILITIES ARE TO BE CHANGED OR ADJUSTED AT THIS TIME. 3. PER THE VESCH THIS PROJECT DOES NOT REQUIRE EROSION AND SEDIMENT CONTROLS BECAUSE THE TOTAL DISTURBED AREA IS LESS THAN 10,000 SQUARE FEET. EROSION & SEDIMENT CONTROL KEY 3.05 SILT FENCE N/F ANDREW W. AND MABEL E. ANDERSON T.M. 64-5-D4 ZONED: RA USE: RESIDENTIAL I EXISTING BUFFER TO RESIDENTIAL ZONING IX. GRAVEL ROAD --- -- - - -- - - -- _ --- ---- _ —EX GRAWL ROAD �a ' .3.�8 ----- ----------- ---- - -- -- --- --- - - -- \ - -4 ------ - , - - - __-_ ___ _ `3 �--- 5 FT. PARKING SETBACK (ALL AROUND) ` ® '- 4 V i i R -- — _ _ - -------- -- Z _ \ `Z I �� m J 1p6 - -Lq -- - - -- -- \ • fV - I V n6- - _ -� - < - \ \ \ \ ' r EXISTING BUFFER TO RESIDENTIAL ZONING \ \ i Z 0 w J H z a. Ld z 0 0_ 6�1 w 0 �I O ofz 9.. UNDEROOUND Q ELECTRIC LINE 704 \ \ L ,� V Q I CD 11 o- �0 ��- . . . . — . , — . . . . . . . A ry i z DISTRBANC°a Q V to Cof f LIMITS OF Ex ASPF64L CONSTRUCTION �I o _ ' � _ ~ z Q O I I STAGING AREA ` I I > I -� - W CD P.I. N. 64 5 4 ~ z TEMPORARY i' / I Q W Q L� o I �,. TER STOCKPILE LOCATION N i A Cc ( = 0 O �, PR. 12 0, RAINWATER TANK g EX.. 25 x 12 IF REQUIRED �, 7.354 ACRES / / ( _ _ iii U I O I ON A 141b CONCRETE PAD ❑ GREENHOUSE (_ ) "- DISTIIR NC� — // / / I 0 � Of 0 i - \ 2326 SEE DETAILS, SHEET 3 IOf Ir 1 " � I N/F � �- -- Z Q ]C W p 73 PR c� I THE WINCHESTE � � �, TO REAR PROP. LINE � � — I / W O Q _, SEE DETAIL ABOVE � 25•�, � 'w _ W � ® / z Q o0 W REGIONAL AIRPORT o f ! 8 I I Z o — T.M. 64-5-4A NE S / $ x �. :._ I �, gUILOIN� PR.'UMITS of w Q C o �- I ZONED : RA ,..: EXISTING DISTURBANCE �,� \ LL. _ \ / S I -- ---- �� o � o USE: VACANT - IX 4 sAly LAT. ' � in juo- - ,� I - . � � _. -`� ,' � I ° �, Q IX UNDERGROUND �' ! � (� ELECTRIC LINE � 'I � � � a , 2 \�,, 1 PUMP 'STAIlOV4 _ ` �, -- ._--- PP��NN�� % %. ' f'0RCE�IAIN '� i '�' I o .�► / _ i I cv 1 EX DITCH �- II E,1 ASPHALT / / \ �_ / /, r C N N ,n vi �13 p0 / _ Xr�r -oo " Ex WELL (APR%) 1 I 3 \ - -- _-- _ _ // / /� o v �� EX. WATER SERVIICE I ►.k-+ \ \ _.__ / ' \_ - _._ --� -: _ / / / ° c -- -'�, \ EXISTING BUFFER TO RESIDENTIAL ZONING / / / W c� o 0 0 I _ RISES / 24 704- � _ \ INV =691., / / __--1 — ACCE� INV.=691.50 _ / / c� c : " - EX• ROPED / \ \ o _ o 10 F 24 1 1 \ M. - W - - w _ 00 STORY _=, 2 ' AC1NE oNE o B(JIL INS 1 1 - _ - - 1 .. EXISTING Y s" - — \ BUFFER BUFFER - `-- ! / -15 �, 1N ' N �oNFo �, \sss.00 _ s_s_�� '- / o 95 EXISTING BUFFER TO RESIDENTIAL ZONING `� - -` " - / J EX. UNDERGROUND � � - I _ - �, EX SP1LL\w,4r \ ELECTRIC LINE J �� ( \ �_ — '� j - / f j z (n Ex FH 1�0/ R 0' � 1 EX. LEVEL SPREADER 8 TR. co 12, 10" Tw. \ . — 1 Q / / / J Z \ �" -- N 2 2 IX RyP R, z 0 • - .�- \ E2 0 Z / EX. ES U = INV.-691.0� I I I 14" Tw. A�OUND� — — ��tiTH °�' I 1 � � SETBACK AL _ 1 1 r I �� � . PARKING_ - �,...,►, I � ,. .� a N / F ! — —��'_ NG I Lic. 018260 WINCHESTER REGIONAL AIRPORT -- �ESIDENIIA� Z A -��G BUFFER 10 R N / F '0 T.M. 64-5-3A I S11N i ZONED: RA USE: RESIDENTIAL I ' I I I I DOVE FAMILY COMPANY, LLC T.M. 64-5-3 ZONED: M 1 USE: RESIDENTIAL 30 0 30 Scale 1 " = 30 ft sSI ONA1, SURVEY: C.I.: P.H.R.&A. 2' DRAWN BY: JOB NO.: RED 0803014 go SCALE: DATE: 1 "=30.0' 04/28/08 SHEET: 2/3 PL&g 12 _ 0" ELEVATION z c m 4' MAKE-UP WATER - ' 1 " SCH 40 PVC 1" Electrical PVC for pump wiring and level transducer -- 9XIs" openiing in block well beds scupper 1 BY DATE TITLE MODEL 1205-WT-WST-12x21 NrRTEA eft,6TOTe E lm MUSA , INC.DWN IU a/25/a7 CORRUGATED, GALV. STEEL WATER STORAGE TANK AluslMll, Twcss, USA CKD JH 4/25/07 NOMINAL CAPACITY - 15,DGALLONS (U.S.) � �}1 00 ENG JH 4/25/07 Dwc. NO- REV. NO. 1ME DRANNMG DEPICTED ON THr3 PRMT AND THE WORMATION CONTAIN® HEREIN ARE 1205-W7-WST-12X21 I A PROPIMETARY M wvbw Storeys Tanks, Vtr- AND SMALL NOT BE USED IN WHOLE OR SIZE SCALE SHEET OF PART wStorage Tanks, THE WRITTEN CONSENT OF water StoraTanks. Inc. A 1 3/16" =1'-0" 1 1 1 P. WATER STORAGE TANK FLAT FOUNDATION PLAN ANCHOP BOLT CHORD C4T \Gi.� \ DASE COUP' WELDED ARE MESH µ 8� 1 i Rl HFPC c� (8'), OTi Ps" �I tt ddNCHC i v i 1 60r`� �rgAfF7 -�` 1 AN.^.H"R C, IP � - BOTTOM t 1 / �\ %NA-L SH . T \ i / 5__-ANT AF'CLJ\D- \� (11 ' OTHER`;; i At ;I-- BOLT a _� -'-` \- 6" X 6' x 10 / 10 WELDED WIRE MESH IN ATION P-AN (By OTHEPS) TANK DIA. QTV.OF ANCHOR FICLT3 A, 13 M1 _ 6' 4 4'-S 11/16' 6'-1 1 i/16' 3'-2" !' 6 4'-7 7/8" 9'-3 3/4" 4'-7 7/8" 12' 8 4'-8 7116" 12'-3 9116 6'-1 34" 15, 10 4'4 SM" 15'-3 3'r 7'-7 S/8" is, 12 4'-S 3/4" 18'-3 3/16" 9'-1 5/8" 21, 14 4'.8 3/4" 21%3" 10'-7 1i2" ;i/' 16 4'-8 3/4" 24'-2 13`16' 12'-1 34" 27' 18 4'-8 11116' 27'-2 51" 13'-7 S/l6 "-CO - VLI L SU'.H ('XI- E MESH NO SHOWN) -CON(-RETE �0( 'dG DET_Rll_ -1 TMK Dl. , QTY. LF ANCHOR BOL73 A B C to 20 4'-7 3/8" 10'-2 7 6' 1 V-1 1 /4" 33 _ 16 _ 7.7. 4'-8 11+16' 13'-2 1" 16'-7 Ile" -_ 74 4'-R 5/8" 16'-,. + 19'-1" _ 19 1.6 4'-R S;R" 39%1 1' 16" 19'-6 15/16" _ 42 48 _ 60 28 32 4'-813" 4T-1 '- 9" 49'- 1'>" 60'-1 '" 21'-1 VI 6' 4'-8 9116" 24'-1/8" 40 4'-8 1!2" 3(1'-1/4" GENERAL C'ONMETE NOTES: I . Site must he 95% compacted soil hack -till or undistlnb,xl soil. Site must be free `-dull standing water and well drained. 2. Sail arrxmd feting ring must be uniform. (Nut fine sand) 3. Foundation design is based on uniform soil hearing capacl ), of 2000 1.11. poi square foot. Concrete compressive: strength at 28 days shall be 250,-1 psi. 4. Reinfam-mg steel -standard deformed bars Fy = 40,(910 pii. 5. Add (1) pound to rebar requirements for each end lap. l,ap bars 15'_ 6. These are general concrete foundation requirements, and should be evaluated wth rerpcct to each site. Consult with a local engineer if site is qucsttonable. 7. Foundation should be poured smooth for prvptrr wea thel seal and bin anchorage. .AWITIONAL 1.OTES: 1. Chart above has concrete and reinforcing bar quantities for the tixindatiun illustrat,A. Top of foundation is 4" above grade. 2. Andxx' bolts are 518" x 12" A307 rAth 3" threaded I:-n11th. ill 14' D Pad i i compact soil aril 10" compacted chipped stone �` ♦ 10" 2500 PSI concrete 5 x 8" 7 go welded wire mesh or 1/4" mirdming steel bars end topped 15" N Z" t t t t ! t t Q Is" SOR I tiwum ouTLET r scM 49 Pvc I io t 18" SCIR 1t" SQR Existing 8 " urs"Wound drainpipe fbr downspouts AMK Products, Inc„ 3.21-N t �* Vat, 12' D Teter t GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE VIRGINIA STATEWIDE BUILDING CODE, 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 (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY PATTON, HARRIS, RUST, AND ASSOCIATES. A CONTOUR INTERVAL OF TWO (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 5. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 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 THE IMMEDIATE LOCATIONS OF THE CONCRETE PADS REQUIRED FOR THE RAINWATER TANK AND THE GREENHOUSE. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. MAINTENANCE: The contractor shall ble 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. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught on the existing pavement. If the pavement becomes too soiled with soil and mud that it will not prevent tracking onto the Prosperity Drive roadway, then it shall be cleaned and/ or washed, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. The inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good stand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT IIIIIIIj1IIIIIIIIIIII IIi1�; rr ,10r000 'r'j/ I / ip Ill���jjlllllllll r'''''rr,,r 1 111111 I II IIIIII IjUI IOII� � � r Ijji 111 jil1jl III IIll�rrrr I 'FLb j111111 III 111 I000Irl r II IIIIII ill IIIIIIIIIIIIIIIIII I! no illllll i II IIIIIIIII illljl r FT MAX. SPACING WITH II -,WIRE SUPPORT FENCE HT. PONDING HT. STEEL OR WIRE do FILTER FABRIC WOAD POST / ATTACH SECURELY 36 HIGH MAX TO UPSTREAM r/ SIDE OF POST. RUNOFF -RUNOFF 12" MIN.'S 4"x6" TRENCH -I WITH COMPACTED I BACKFILL 9 MAX. 'ECOMMENDIED) STORAGE HT. 12 MIN.I I� (I GRAVEL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7 BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 ROSION AND SEDIMENT CONTROL NARRATIVE: NOTE: PER THE VESCH THIS PROJECT DOES NOT REQUIRE EROSION AND SEDIMENT CONTROLS BECAUSE THE TOTAL DISTURBED AREA IS LESS THAN 10,000 SQUARE FEET. Project Description The property delineated on this plan is located approximately 1.4 miles east of route 522 south along Airport Road near the Winchester Regional Airport. The site is currently used for industrial and office uses. The property owner proposes to construct a 15,000 gallon rainwater storage tank and a 300 square foot greenhouse on the site. Existing Site Conditions The existing site is currently developed with two existing buildings and existing pavement and parking. The site drains to the west to an existing stormwater management pond located on -site and then drains off -site to the west to an existing swale. Soils The USGS Soils map shows the predominant soil type on the site is Clearbrook channery silt loam (9B). This soil is moderately deep, gently sloping, and somewhat poorly. Slopes range from 2 to 7 percent typically. Adjacent Areas The property is bounded to the north by the Airport Road right-of-way and to the south, east, and west it is bounded by existing residential property. Off -site Areas No off -site areas will be disturbed for the construction of this site. Critical Areas No critical areas are located on this site. Erosion and Sediment Control Measures 3.02 A construction entrance will be constructed and shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. The existing pavement shall serve as teh construction entrance. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed in selected locations downstream from the construction areas as a first measure of construction. Silt fence will be installed around the downstream side of topsoil stockpiles. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.30 Replacement of topsoil will generally occur in the immediate area of the tank and greenhouse where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6". Topsoil shall not be placed while in a frozen or wet condition. 3.31 If needed, temporary seeding in accordance with the E do S Std do Spec 3.31 will be applied to the topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is Summer 2008. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. 3.36 All cut slopes and fill slopes along the proposed road will be stabilized with matting to promote the establishment of a vegetative cover. The mat areas will be inspected after each significant rainfall event and repairs will be made as required. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Ryegrass 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug 31: German Millet 50 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/oc 10-10-10 Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. No soil testing is required. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib/ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 1. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place until the site is fully stabilized. 2. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site grading and construction is to be done with the property owner's consent. 3. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise noted. SEQUENCE OF CONSTRUCTION 1. Schedule an onsite preconstruction meeting with the Erosion and Sediment control Inspector. 2. Establish the construction entrance. 3. Install silt fence along downstream perimeter of work areas. 4. Strip, stockpile and stabilize topsoil. 5. Perform rough grading of the construction area. 6. Install concrete pads. 7. Perform final grading of site. Apply seeding and mulch and stabilization fabric. 8. Remove temporary controls after work areas have been stabilized. NOTE: ALL TEMPORARY CONTROLS WILL BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED. Lei F- Ile Z O 1= U LL1 C) LLJ 9 O Z W J Q Z O F- U D X F- V) Z O U V Q Y Z_ Q U (n U Z Q�� Q N W H U JW ft Q � F- _ ~0D �a0 H 0 CL �QY 3 Y Wow ? Q LLJ Z�0 Q W LL- V I • U ■ ■J aN o ■� O N N-) E 0 0 n N N N(0(D NI N 3 N v v C W 0 00 .J > 0 L 1 a) i C 0 W Q oC 0 E 0 0 N 0 - 0 E bi ■aa� 00 Q a OCn ZQ� � w DZ Z O IZ I,T H OF '%114, t .n.� - - - PMiTER •-' U 9 TUN 018260 '�'o p'SI iz-1 08 �`rsIONAL SURVEY: C. I.: P.H.R.+A. 2' DRAWN BY: JOB NO. RED 0803014 SCALE: DATE: NA 04/28/08 SHEET: 3/3