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HomeMy WebLinkAbout77-06 Holiday Inn - Hotel - Shawnee - Backfile (2)Notes: Job: Type: 140 LINE r — 141 PERFORMANCE SUPER SCONCE The Gardao 141 trapezoidal high perfoMWM &Par Sconce Offers an anllent allemadve to unsightly wall mounted fixtures. This architecturally refined luminaire is designed to naturally integrate to wall surfaces. The 141 luminaire is available with two (2) diflemnt downlight distributions - a Forward Throw and a Wida Th row. Each luminaire is designed to accept H.I.D. SCUMS up to 40OW Housings are sealed throughout, completely acluding moisture, dust, insects and contaminants. ORDERING PREFIX DISTRteLrTIQN WATTAGE VOLTAGE FINISH 1JPTtOf4S Enter M e order code Into core appmpdate box abore. NDN: Galdm reserves the daft to *me conrgoralion. Not at comitimom and ombgurm om ass valid RsWTD noses below for mclusfons and la tatbris Far rytsedors or aDneorm please consul the t con ..DISTrIDUTION 141 Trspszoldal Wedge Fir Forward Thy YYT Wide Throw i 25OMH 120 400 MR' 203 25UPSMH MH - AWRI Hakim 240 P$a4M - Pub4 sect MOW rends 277 32OPSMH HPti - Migh Parasite 6ar9rm+ 347 350PsMH' 40OPSMH' f useredtoedprayerE78Aerrysorrty 480 250HPS 400HPS BRP Brorwo Paint BLP Black Paint WP White Paint NP Natural Aluminum Paint BGP Beige Paint oC Optional Color Paint $veay Rk arcg Nfw ac dro»n aX 0NW7L14 SC Special Color Paint SP04 Aex Rvoy coin" F Fusing PCB Button Type PhotocoMrol nawlawvaravv as Quaarrtt� Standby al+raru rwrp enwdrramt4,rteae;e +sow SL Sotiteu Diffusing Lens UT 5- Uplift UYS Well Mounted Boot for Surface Conduit WSIUT Wall Mounted Box for Surface Conduit vwdth 5' Uplift WG wire Guard awdoo LoOng meem" *4 dgM to dwV* "or" or molly So dnW d tr pmdud wehwA ©ardeo Lighting (DOW 227•0758 nooses* a es pan of ors a nro wya mmtndn0 pmduts arrpresen ant program. Scan e a Ragreared 1611 Clovis Barker Road (512) 753-1000 Tradanne dAFG Irrdsnades Un Marcos, TX 7889E FAX (512) 753-7855 O cWydghs ondaa LVftg 2001-2W& All Rlghm R424r0d. InmrnaaOnel C4Wgrd Secured. www-alfetlghting.com A Oenyla Cmrpary PLANTING ,SCHEDULE M1&98Tr!9De BOTANICAL COMMON NAME SIZE SPACING QUANTITY QUERCUS PALUSTRIS PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 31 GLEDFfSIA TRIACANTHOSINERMIS THORNLESS HONEY LOCUST 2" CAL, 0 6" HIGH AS SHOWN 30 ILEX CRENATA "HEfZII" HETZ HOLLY 3 GAL CONTAINERS -3' HIGH 3' ON CENTER 158 140 LINE 141 PERFORMANCE SUPER SCONCE GENERAL: Each Gardco 141 Line luminaire is a wall mounted ELECTRICAL: Each high power factor ballast is the separate cutoff luminaire for high intensity discharge lampsfballasts. Internal component type, capable of providing reliable lamp starting down to components are totally enclosed In a rain -tight, dust -tight and -20'F12rC, Component -to -component wiring within the luminaire corrosiorrresiistartt housing. The housing, backplate and doorframe will carry no more than 80% of rated current and is listed by UL for are diecast aluminum. A choice of two (2) optical systems is use at 600 VAC at 160*0 of higher. available. Luminaires are suitable for wet locations (damp locations if inverted). LAMPHOLDER: Pulse rated mogul base sockets are glazed porcelain with nickel plated screw shell. HOUSING: Single -piece soft trapezoidal housings are diecast aluminum. The housing wall thickness is be .156'(.40cm). A FINISH: Each standard color luminaire receives a fade and memory retentive gasket seals the housirg with the door frerne to abrasion resistant, electrostatically applied, thermally cured, exclude moisture, dust, insects and pollutants from the optical triglycidal isocyarwrate (TOIC) textured polyester powdercoat finish. system. A black, diecast ribbed baccplate provides cooling to Standard colors include bronze (BRP), black (BLP), white (WP), dissipate heat for longer lamp and ballast life. naturat aluminum (NP) and beige (BGP). Consult factory for specs on optional and custom colors. DOOR FRAME: A single -piece diecast aluminum door frame Integrates to the housing form. The door Frame utilizes Integral cast LABELS: All luminaires bear either UL or CUL (where applicable) hinges secured to the housing with two (2) captive stainless steel Wet Location labels. Lens down application is Wet Location and fasteners. The heat and impact resistant 1/8' (.32cm) tempered lens up is Damp Location. glass lens is sealed to the frame using EPDM gasketing and is mechanically secured to the door frame with eight (8) galvanized steel retainers. OPTICAL SYSTEMS: Reflectors are composed of specular extruded and faceted Alzak'l components, electropolished, anodized and surface sealed. Reflector segments are set in arc tube image duplicating patterns to achieve the wide throw or forward throw downlight distributions. 31MkN51C; harrrhg PYe �r� veer Q am 44.45 } 45e cm L2 1a4- 2 !SWaA car raD60n 24 19" 135W 41 61.5e cm 34Ai em Marling Ora Pm1am Note: Mounting plate canter is located in the center d the luminalre wldlh and 4.63' (11.78cm) above the ►aminsim honam (Tara down posltlon). Spices must be made in the .}box (by others). Wuntirg plate must be secured by max 5116' (.79cm) diameter torts (by others) structurally to the wall. aardao Asghing roeervea the rytt to &Wye miner" or madly tie dee14n d no pmduot wrrhau Oentoo t.ighUng (800) 227-0759 WUG�M 4detoreI4n - part ar the mmpm q�'s mnarw'nD p,adud 'mprOMmW Propiern Sala. b ■ neoer-rd 1611 Clovis Barker' Road (512) 753.1000 ThKk w7k of AFG Indodea San Mamos, TX 78e9B FAX: (512) 753.78M Qoaprripmcserdcougntlngyapt ousts• aR aeeevedrumrreednarCgyrrg►ds��red. www.srmllgtAN.ago A Ornbta Conworpr 7911&950= SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TiME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT_ MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. Arm -Mounted Drop or Flat Lens Cutoff MD � ._ �� <a�:ue_, - with alight-diffustng prismatic lens. For parking areas, street fighting, walkways and EleetrU - Ballast is high -reactance, high power "IC car lots. —at ... ,. � ! fiat x-:!x!#t!'t!!i sp(r ; I `i °rr factor (70-130W HPS,100M and )50M) or high Per factor constant -wattage autotransfarner . _._' i= I (175-40OW AAH and H PS). Ballast is copper wound Housing - Rugged, die-cast soft -corner alums- and 100%factory tested, COrlttlut'• num housing with 0.12' nominal wall thickness Flnlsh - Dark bronze corrosion -resistant polyes- Extruded 4" soft comer arm for pole or wall ter powder finish (DD11), with other architectural mounting is standard_ colors available. Door Frame - KAD die-cast door frame has im- Socket - Porcelain, horizontally' (position) oA- pact-resistant;, tempered glass lens whkh Is fully ented mogul -base socket (100M and 150M are gasketed with one•lriece bonded silicone, KAC medium -base) with copper alloy, nickel -plated diecast aluminum door frame has prismatic, lm- screw shell and center contact UL Listed paa-resistant, tempered glass, drop dish acrylic I SW*6WV. 4KV pulse rated. lens or d rop dish polycarbome lens. Door frame - is fully gasketed with one -plea silicone,'k' `= 4 Optics - KAD reflectors are anodized hydro- UL Listed (standard), t5A Certified or NOM Cent - formed orsegmented aluminum. Four cutoff dis- fled (see Options). KAD UL Listed for wet loca- trl butions available: R2 (madwayL R3 (asymmet- tions. iP65 Rated. dcL R4 (fornrd throw) and R5 (symmetric). High-performance, segmented reflectors are ro- toWft and field-interchangable. KAC reflector Isopil at-qualltyaluminum that works in tandem Ordering Information Example: KAD 400M R3 120 SPD09 LPI ;w Vc, K" Hioh eressare soaro RL 120 111161011 losia� a c 70s U Typellroadtwy 2W SPD06 4'sgwrepdeatrs(tO 11.11111 taapinduded 1005 Ins Type III asywdn*k 248' SPD09 9'silme pole arm LAP Us lamp 1 SOS 114 Type IV farmed throw, 277 OPM4 4' 1004 Pak time 9 Shrgk fdsy 1201 271%MY (de TB) 2505 dHrp VAO 147 OW sr norrd pole arm B 11011111111 face. 200ii, awl ON teh Hill 4005 RS$ Type V square 48V itA004 4' wall bra" PER MENA twist-Ipdt reorpude only (no photowntroll 16tLLhalldb KAD — b(0dgrfamunce reffeaor 710 09" Sr wall bradmt WS RW nr tesulre systen (250W max.,1201' hmp not Itak SRZ Type II myrnnetrk Sloadmainucli irmwedlr ISO*' SO Type III asymmetric KNA Mist arm adapter ►n) Power tray' 17sM 314K Typr IV forward throw, KTIAB Twin mounting bar 1wr6 Termrma Ne&4 229W sharp a+hfT DA012P Degree arm (pole} El Bneegoaq drfuit 25001 96(— ldssrotic lens RA012118 Delree arm (wall} SM Super CIVA pulse stm baw M HPs, iMM W 310Mta FP Hat O7r 17M 350M'a DPA Drop acrylic GA CSA Cttt&d 400MI-I DO Drop polycarbonate MOM MOM Certtlkd ftwsdi fatmry) farapllonlardiuUurrt�ks.se�4y►SAi. $ywaratele NOR$: PE1 NESNt twist-btkpE {1IOT-24DYI l AI�rMadudwehSAwi` 2 MsdheadadwRhStawA PES NEAAA Dort-bck PE n4Tw) ! erCairs061EtsnprAarardaedrehsa2.LaadedSidrt lbotba PE4 NEW "FlIa-Wit PE 14AM 4 GtaKfaaayhtawlbblAy bkaaNe PET NUAA win 6dr PE i177V) s gaonau.woopwrrutua,2otv.t4ovmvh-Mae■rtnv,am,sw 5C $hortin4capfarMaptbn 6 SeDteNMDOarwtYDDDarralxrwtaiansrnFni.s..na.ieknDYK IS House -We shieM(R1111,94)(5 ZSM) D1k79erDlNedr•rujpttrrt frA N Vandal quard for KAD ` gg7Da airb4arsarawanagrcrmosHrsay. KWN 4(iireyrtrrd fa KAD 0*awlsblewthSAZSAXVASLept6. KAM Yaedal guard for U( 4 IYrbawdrwdawaaeawy, MW wregmA roc KAk v IaddasmarmMgarr> KADW A Decorative stall bndet for KADis tt WyawaBbrwnspoouedsrlDg Deneaslaraarcdrowa htndrp[orrrdreetwa)tasleasartaura out N Bke IIArWM'r fAfrt11m9 Gprrrladrrl ofttFEQ' gosh lgeare al'4{45) tt-tnf tR 4%1 aerewGIO o•cnwana j t 7-WILIl 1t-1,0= NIGHrnME tar rOMp61 Aon nd6rW- kllmwe4ht 4211atUtho AllsOL06 fRIB4DLY AgantoKADuV. fi Alvamm l.AGTV711 W www.Iftnia.wm, lq%udr=andlA PSG4 LIGHTING AND LANDSCAPING NOTES: LANDSCAPING TREES SHALL BE OF THE TYPE THAT ARE SLOW GROWING WITH A MAXIMUM MATURE HEIGHT NOT TO EXCEED THE ELEVATION OF THE BUILDING TO AVOID FUTURE OBSTRUCTIONS TO THE APPROACH FOR RUNWAY 14. THIS STRUCTURE SHALL BE LIGHTED IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 70/7460-1 K CHANGE 2, OBSTRUCTION MARKING AND LIGHTING. OBSTRUCTION LIGHT SHALL BE FAA TYPE L-810 AND PLACED AT EACH CORNER OF THE STRUCTURE. ALL ONSITE LIGHTING SHALL BE SHIELDED TYPE AND BE AMBER IN COLOR SUCH AS HIGH-PRESSURE SODIUM FIXTURES. THIS IS A SAFETY MEASURE TO SHIELD BRIGHT LIGHTS FROM APPROACHING AND DEPARTING AIRCRAFT. Prune codominant leaders DO NOT prune terminal leader or branch tips Prune rubbing or cross branches 1 J V —Prune narrow crotch angles 00 NDT stake or wrap and water spouts trunk unless necessary Prune broken branches Remove all tags and labels Prune suckers Cut away all balling ropes 2"-Y mulch kept away from trunk Sol well to contain water Remove top of wire basket --� UNAMENDED backfill soil a�. :•,"�: ''�` ! ::� Partially backfill, water to Widen and score hole; wall ,- "'• .'.' , °' s: ! settle soil, finish backfilling Remove container and cut circling A rea for water drainage Leave solid sail pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown GRAPHACSCALE 30 75 0 30 60 IN FEET I inch = 30 ft. Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale LANDSCAPE SCREEN PLANTING SCHEDULE EASTERN RED CEDAR OR LENGTH OF SCREEN: 1560 FT ZEYLAND CYRESS TREES REQUIRED, 3/10 FT= 468 1/3 DECIDUOUS = 117 RED MAPLE OR 2/3 EVERGREEN = 351 ZITTZE LEAF LINDEN (2.0"CAI IPER) PROVIDE: 176 LEYLAND CYPRESS - MIN 4' HIGH 175 EASTERN RED CEDER - MIN 4' HIGH 59 RED MAPLE 2.0" CALIPER 58 LITTLE LEAF LINDEN 2.0" CALIPER LANDSCAPE SCREEN REQUIRED CATEGORY "B" ZONING BUFFER WITH LANDSCAPE SCREENING l 40' 1 10' _ 10' 10' 10' 3' l 2' 3' l 2' l 2' I 3' 12' l 3' l 3' 12' 3' l 2' 1 2' 1 3' �41 I** - G G 6' OPAQUE FENCE REQUIRED AS SHOWN ON PLAN r / UTHONIA KAD 400M 4-FIXTURE MOUNTING HEIGHT-30' N1 UTHONIA KAD 400M 3-FIXTURE MOUNTING HEIGHT-30' / g UTHONIA KAD 400M 1-FIXTURE MOUNTING HEIGHT-30' 6413-A- I I / Lot 2 N/F No / 6.25cc CD JSPI TALI TY WINCHESTER, LC r I o / ZONED: B2 N Ln / 3.75 ACRES I I/ U CATED ZONING DISTRICT BUFFER / I / mIm ONING DISTRICT BUFFER MAY BE REQUIRED LONG EAST PROPERTY LINE ONCE ADJOINING / .25 AC SITE IS DEVELOPED UNLESS LOT IS z z EZONED TO B2. o 0 / I / I / / / 1 ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. SEE SHEET 10 FOR ADDITIONAL LIGHTING DETAILS SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 1'-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 Fi. 1" TOOLED EDGES LIGHT POLE LIGHT POLE BASE HAND RUB FINISH ON SURFACE OF CONCRETE WITH COVER PLATE AND FILL IN VOIDS. "lira: SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSHRINK LOAD SURFACES. III " II;LUD BEARING GROUT +II�L ANCHOR BOLTS FURNISHED 3 -o� I' I• POLE.SIZE FACE OF a� �" PROJ CTK)N ANDBOOLTT CURB GRADE I A. CIRCLE PER MANUFACTURER'S' I -. I I I RECOMMENDATION. 8' GALVANIZED GROUND I p'1• 1'-8" 0 CONCRETE BASE ROD. BOND TO POLE.�..� II-1I , '� __- I- IIbII 13 STEEL REINFORCEMENT ,'' I',' • •.'� : P.V.C. CONOUrr AT 2'-6" — = BELOW GRADE TO PANEL. TIES 0 l'-6" D.C. II J4 STEEL REINFORCEMENT I' NOTE: BATS a T IBC ALL UNDERGROUND WIRING =III -11 •.Q ' �. ,a. I TO BE IN NON-METALLIC CONDUIT ,I�l 1 -s NOT TO SCALE LIGHT POLE FOUNDATION DETAIL Q G1�1A � J Y O —1 � 3 Z Q O owe �Ow UO S w c9 to t— Q l-0 (n (1 t_Z ��w ) �O W 6 — Ld L o U D �A 0 ti0Of U) U +/ a -a U W Q 4_1 .0 W Q 4- 0 U to O U) -U = N Q U �U j N 0 J I I 06 CCD coo � U) CO r9 to C w do- C C� -+ U r Ln Ln - I— LL- In to L_ Z O L � � L (n = Co O Ul IL w Z g Z 0. Q � Z Z 0. Q ~ U 0 Z 6.0 W _1 Z - g t�l z ZN �8 LO Q W VO 00 W � � � ]L a � � U_ o W IY 0 Z W EL O 3 W o a U W 3 —S - O 01 00 r- r_ w O cV N Q -1 o (fl (D cV cV O ut O I— N z Z Q 0 w 0 U) M LL_ o W coil cn l— z W = m �.�LLJ o � UJI (0 z � o w > W I— = Q U zo > W W p _j U Q 1= D Q Z v = w z Z Lin o to Un Q w � U o o � � W LLJC7 Z Q° Z O z_ __j 3. o O � Cn v U Q a w LIJ U � �< <Of Cn z o o Z Z Y Z PzCD U Ln I- o Z w Q _ � r d' 0 o U r � / / Q Z / / J / o o' N - 0) v /� WINDY H LL VANE ROUT � � NEW 25'-4" SOLID WHITE / LINE / NEW TURN ARROW 01 r4 34.36 / C/ \ q a N O � !Lj o / � r \` 7! i 64-A-4E 1 d /'1 % / tt11 , o N/F \ / r I II l M ! `\ WOLSELEY REAL ESTATE, INC. \ DB 758, PG 593 ❑ , / I 1 / ZONED: B3 2.29 ACRES TOTAL SPACES 191 207 LL END PROPOSED 6 BOARD -ON -BOARD FENCE CG-12 TYPE B PARALLEL �' / POLE MOUNTED HANDICAP PARKING ADJACENT TO FRONT OF ADJOINING BUILDING \ SIGNS INSTALLED PER VIRGINIA PARKING LANDSCAPING y vi i DUE TO COMPATIBLE USE DEPRESS ALONG ENTIRE AREA f , ---! _ STATE CODE SECTION 36-99.11. PAVEMENT AREA 77,500 S.F. '- 0 - PROP. BUFFER FENCEFr.L T TOP SIG PROPOSED N �� PAVEMENT TREES REQUIRED 38.8 @ 1/2000 SQ, ND BAR' 3 FREESTANDING SIGN Q - - - - - - - N8713'58"� ___-- ZONED: B_3 _ - - - - - - - - - - - - PAVEMENT TREES PROVIDED 39 1 ! % -� INTERIOR TREES REQUIRED 21 9 �1 1 SP. INTERIOR TREES PROVIDED 22 25 R .�. ' 1 O TOTAL TREES PROVIDED 61 I TOTAL TREES REQUIRED 61 Vi c-3 o c-2 NOTES: O -- !; - 46 0 T W ID.DO' T 1 T r ^r. I - \ 5I r - - - - - - I 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK C !/ I J GE JGE -- - - -- - -- - - ` CG-6 UGE � 8"x5.__REDUCER PROP. 2" WTR SVC � 2°R C,1 �.�_ � ZONING ORDINANCE AND 2" METER o ' I 2, FREESTANDING SIGNS SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROPERTY LINES. II PROP. 8" SDR21 W/M o 20' WTR. �� MAX. SIGN HEIGHT = 35% MAX. SIGN AREA = 150 SQ. FT. W I II o (; w <r - WATER LINE "B FSMNT. `" WALL MOUNTED BUSINESS SIGNS SHALL NOT EXCEED 200 SQ. FT. 1 0 n`f \ i / 3.5'R - 3.5'R-` 9. 9. - I I»I 0 ! - 2'R � 4'R 'R 4' 'R �`\ I 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. t v y o O 5 R I I 4. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES I ; % END FLAGPOLES o I �� I OF MORE THAN 1:48. THE ACCESSIBLE ROUTE SLOPE CANNOT (EXCEED 1:20, CG- 15'R R G 12 0) 20 I �� 5. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 I i 12.5'RLdI\ 6R 1(,() 5'R I 64B-A-17 \I i I 6. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMEMITAL FEATURES EXIST. I I + �0 XA o N F N - 7. ALL UTILITIES TO BE PLACED UNDERGROUND 25 R i CG-6 5 R a s. A�1�VG2 •5 4 �\` - t o 22.D0' I / 1\ a (O 8. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK CtDUNTY FIRE MARSHAL REQUIREMENTS. I L3 _ T I t I 4- HOSPITALITY MNCHESTER, `, C I O 9. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANTS AND THE F.D.C. THE STRIPING, CURB g 6" FIRE LINE M `y ZONED: B2 \ _ `n PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHAL. Ir T T " „ " \ ' 10-00' _ I \r_ CD N/10. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 310, USE / G 1-7 2 Q. T. CANOPY " o WATER LINE C ! - = PATER / 4 R 4 R - ` - -' 4'R 4'R I J. 75 ACRES 1 I GROUP R (RESIDENTIAL) AND USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2003. t I I A 131-6" CLEARANCE L_- - - - J ,. _ ,gam". ! ''o U OTHER CODE THAT APPLIES IS ICC /ANSI A117.1-2003 ACCESSIBI'LE AND USABLE BUILDINGS & FACILITIES. t I 10' ! m -_� 0 Q I Lr, 351.17' 1 1 I A DEMOLITION PERMIT WITH ASBESTOS INSPECTION REPORT SHALL BE REQUIRED PRIOR TO THE REMOVAL I I 5 N 1 �� I + OF THE EXISTING STRUCTURES. = � Q _ :.... , ,SFORM�ER N 1 iv) 50.12' . O ll ® r- + 1 r I / 11. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IB3C SHALL APPLY TO THIS TYPE OF r I o �1 °�'� 4 R 4 R Z R OCA o I I 0 �0 P� r 4 4'R I , 1 STRUCTURE, (SOILS, CONCRETE, STEEL, ETC.) STRUCTURAL PLAINS SUBMITTED FOR PERMIT APPLICATION ■ 24.00' a� o ' - SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSION/AL. W I , 4 ¢� Qa c� a I , _- - o 1 I 1 E .� FH , ' , �E �` 1`® 12. SECTION 903.2.8 OF THE VUSBC SHALL ADDRESS THE AUTOMATIIC FIRE SUPPRESSION SYSTEMS FOR THIS 1 11 I �o oc n o E� _n l I O� O �, I {I ' _ 20 22 I ---- --- I / TYPE OF STRUCTURE. cfl 0 22,00' 22 00 - ------ 13. BURNING SHALL BE PROHIBITED AS THIS SITE LIES WITHIN WINCH�ESTER REGIONAL AIRPORT'S APPROACH u� FDC I / 1 o I C� c7 f ® =r / p p p I SURFACES TO RUNWAY 14. I PByE ST SHE �� o c� c� - _ 0 7 c-i y , i o O _ CD 1 I / 14. THIS STRUCTURE SHALL BE LIGHTED IN ACCORDANCE WITH FAA ADVISOR" CIRCULAR 70/7460-1 K O N36 ima « atl1mcc Z/ a0 ~' I I / I CHANGE 2, OBSTRUCTION MARKING AND LIGHTING. OBSTRUCTIDNV LIGHT SHALL BE FAA TYPE L-810 AND ABAN ON ATE I _ I 10.00 / PLACED AT EACH CORNER OF THE STRUCTURE. j j I I SERA E P FC I ..- I ' © ! = ` ` � I 4'R 4'R 4'R 4'R 1 1 / m IM 15. ALL CRANES WILL BE REQUIRED TD HAVE AN AVIATION OBSTRUCTION FLAG (4'x4' WHITE AND ORANGE REQU REME TS ; L, - I t 2.00' 1 2 i I Lt I'I:' C> �- ` m. 1 m [ PROPOSED DUMPSTER W/ SCREEN o ONE FOOTL CHECKERED FLAG) AND/OR AVIATION RED OBSTRUCTION LIGHTS VISIBLEDURING B BLOCK LA) / A I V1SI W ,n / p OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT. INTENDED HOURS AND DATES OF OPERATION r ease " SEE SHEET A7.2 OF ARCHITECTURAL I ____________ __ - P .i / l� - SHALL BE COORDINATED WITH AIRPORT OPERATIONS SUPERVISOR;, DAVID FOLEY, NO LESS THAN 24 HOURS o LA EN DETAI z PRIOR TO START. - PLANS FOR SCREEN L) z r 1 �I s - 4'R 4'R 4'R 4'R / iI ELOCATE EX. C5• _ I I _ I ry IV 16. CONSTRUCTION CRANES SHALL NOT EXCEED THE OVERALL HEIGHIT OF 798 FEET MSL AS INDICATED ON FAA i SAN ANHO I ! P C O GRE SE I - FORM 7460-1 SUBMITTED IN 2005. ANY EQUIPMENT WITH A HEIGHT GREATER THAN 798 FEET MSL SHALL c0 ROP: 06" ®1. EMER. GENERATOR IN SCREE I 1 REQUIRE A SEPARATE NOTICE TO THE FAA. ' PRONTO 4" LID i C INTERCEPTOR_I / I� 1 I /7 SEE ARCH. A7.2 I. °D 20 17. OWNER SHOULD CONSIDER INCLUDING NOISE ATTENUATION IN THEE CONSTRUCTION OF THE BUILDING IN AN �� ` WHITE NE i_- C8' {/ a... f EFFORT TO MINIMIZE AN IMPACT ON AIRPORT OPERATIONS. Uj II I 1 / ( 18. LANDSCAPING TREES SHALL BE OF THE TYPE THAT ARE SLOW GROWING NTH A MAXIMUM MATURE HEIGHT � f I o -., G� 24A0' -CD ( I NOT TO EXCEED THE ELEVATION OF THE BUILDING TO AVOID FUTFURE OBSTRUCTIONS TO THE APPROACH / 8 0 / 'G -- - --- - G - -- -- -- G - -- G -- _ FOR RUNWAY 14. 10.00 I / _19. ALL ONSITE LIGHTING SHALL BE SHIELDED TYPE AND BE AMBER IN COLOR SUCH AS HIGH-PRESSURE w Q - o SODIUM FIXTURES. THIS IS A SAFETY MEASURE TO SHIELD BRIC4HT LIGHTS FROM APPROACHING AND ! 41 1 '% ,f 10 2.R - ' ,n /� „ Zo 4" FROM ROQF 2'R 12 R 4'R 4'R o 4'R 4'R 20.00' I / / I DEPARTING AIRCRAFT. i i / 12"x „WET ' � ,.;'� � � 4 FROM ROOF o w � TO STORM SEWER � ( ; I TAP BY 1'-SA ' c\ I N N N 2 R r I ; 4'R 4'R 5'R 5'R i / 1 9 4'R 4'R �...... PRQP DR2 I W ~ I Y 1o.Ob / W LINE "E„ 7 13 10.00 C 7 10:Da' 13 O / 8 / _ DC I CG 5 CG 6 N87'13 58 W `I W � 'i 1 INTERPARCEL - '� 4' CONC. FLUME 658.64' INTE�PARCEL �T � 4 I CONNECTION %~ �� Lot 2 CONNI CTION oI `-.", t tj i J W TYPE III W TYPE III °° 272250.0864 sf 6.45000 oc LJ.) W; o a 11v I BARRICADE �( I BARRICADE I 1 ! I � LLww UJ T = `_ ` I t GR,4PH/CSCALE MO RICbID CL0lSEZ7 SA;N 71954eMIGACE \� Cr 30 15 0 30 so EROAD CLOSE ❑HET N40435 ( IN FEET) N �P�CO N 3 89 4t PROVID 4" W ITE 1: i 1 'I C &P 13 C7 11 1 inch = 30 ft. SMUMG5 FOR t=Tt SKIP LI E (2' INE, i 1 i 0 u.. .zn N q 14' SPAC 4„ CONCRETE I 2" STONE BASE ,)" 01I1 '1 GA 113 ;OMPACTED SUBGRADE I\ \ �� STANDARD PAVEMENT SECTION I I \, , " y PROPOSED SIDEWALK SECTION ST14ND14RD TYPE III BARRICADE Nut to Scole , Not to Scale CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT BEARING CHORD C1 577.77' 19'38'21 " 198.04' 100.00' S76'1 O'l 1 "E 197,07' C2 517,77' 19'38'21 " 177,47' 89.62' S76'10'11 "E 176.61' C3 517.77' 13'57'07' 126.08' 63.35' S79'00'47"E 125.77' C4 517.77' 5'41'14" 51.39' 25.72' S69`11'37"E 51.37' C5 2839.79' 0'01'11" 0.98' 0.49' S01'29'18"E 0.98' C6 2839.79' 2'11'56" 108.99' 54.50' S00'22'44"E 108.98' C7 2839.79' 3-43'17" 184.45' 92.26' S02`34'53"W 184.42' C8 2839.79' 2'28'03" 122.29' 61.16' S05'40'33"W 122.28' C9 2839.79' 8'24'27" 416.71' 208.73' S02-42'20"W 416.34' LINE TABLE LINE BEARING LENGTH L1 N15'29'11"W 67.22' L2 N42'43'57"W 17.40' L3 I N04-06'37"E 127.91' TRIP GENERATION FIRE LANES REQUIREMENTS: ITE, 7TH EDITION ESTIMATES Fire Lane markings and signage is required at all fire hydrants, fire department THIS SITE AT FULL DEVELOPMENT connections, curbing not delineated as parking, and all normal and emergency WOULD GENERATE 1070 T_P-D_ access points to the structure. The contractor shall coordinate with the Fire USE CODE- 310 Marshall to ensure these requirements are satisfied. Culvert Summary n(RCP)= n(CPP)= 0.013 0.012 Culvert Inv. In Inv. Out L (ft_) D"la. (in_) Slope {%) Type Q des (cfs) Q 10 (cfs) V 10 (fps) From Capacity Check 1 728.84 727.50 1 43 18 3.12 CPP 20.13 11.39 11.39 Str.1 o_k_ 2 730.36 729.04 265 18 0.50 CPP 8.05 8.01 4.56 Str.2 o_k_ 3 731.60 730.56 209 18 0-50 CPP 8.05 5.07 4.56 Str.3 o_k_ 4 732.16 731.80 73 15 0-50 CPP 4.93 4.53 4.02 Str.4 o-k_ 5 732.55 732.36 39 15 0-50 CPP 4.91 3.59 4.00 Str.5 o_k_ 6 727.67 726.50 45 18 2.60 CPP 18.38 7-93 10.41 Str. 6 o_k_ 7 729.46 727.87 314 15 0.50 1 CPP 4.99 4.92 1 4.07 1 Str. 7 o_k_ 8 730.36 729.66 140 15 0-50 CPP 4.97 1.90 4.05 Str. 8 o_k_ 9 732.03 730.56 49 15 3.00 CPP 12.15 0.75 9.90 Str. 9 o_k_ NOTE: ALL CPP TO BE GRUMPER SMOOTHCORE OR EQUIVALENT_ PROJECT SUMMARY TAX IDENTIFICATION NUMBER 64B-A-17 LLJEXISTING QCY-1 PARCEL AREA 3.75 ACRES �DEVELOPED PARCEL AREA 2.75 ACRES -J13 ZONING 62 ADDRESS FRONT ROYAL PIKE cnCURRENT USE VACANT PROPOSED USE HOTEL DISTURBED AREA 3.35 ACRES SETBACKS REQUIRED PROVIDED FRONT (Route 522) 50' 50'+ SIDE N/A 80'+ SIDE N/A 85'+ REAR N/A 351'+ U PARKING 5' 5' BUILDING HEIGHT 60' (MAX.) 55'-10" ~ Q -C TOTAL GROUND FLOOR AREA 17,924 SQ.FT. 4W FLOOR AREA (2nd-5th FLOORS) 15,761 SQ.FT. EACH Q TOTAL BUILDING FLOOR AREA 80,968 SQ.FT, NUMBER OF STORIES 5 U CL FAR ALLOWED 1.0 O C) vn o FAR PROVIDED 0.110 0 V) T co MINIMUM LANDSCAPED AREA 0.56 AC. (15%) N -0 rn LANDSCAPED AREA PROVIDED 1.29 AC. (34%) Q 0 C\1 0 J > PARKING REQUIRE PROVIDED od a r! Ln STANDARD SPACES (1/ROOM) 130 145 a� cfl co RESTAURANT SPACES (1700 SQ. FT. APPROX.) 17 (1/100 SF) 17 n CO cD MEETING ROOM SPACES (112 SEATS) 38 (1/3 SEATS) 38 N w -c 1 o f CD HANDICAP SPACES 6 7 = C 0 `- -4- LOADING SPACES 4 4 U.S. ROUTE 522 14' SAWCUT EDGE PROVIDE TACKCOAT 12, MILL 6 x1 1/2" JOINT EX. EDGE OFF/''; PAVEMENT / 1 1/2" SM 12.5A CROSS SLOPF= 1/4"1 ' 4" BM 25.0 OR MATCH [A'IST1NG 8" 21 B WELL COMPACTED SUBGRADF - Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. STIR top to Cul out Str. No_ From DA Q0O)cfs Inv. In Inv_ Out Inv_ In_ Top Elv_ Type LJHwId Sx(fUft) d(ft) hw elv Spread(ft) INV (ft) 1 1 3-39 729-04 728-84 - 732-67 DI-1 - 0.0250 024 732.91 9.60 3.83 2 2 2-94 730-56 730-36 - 736-36 DI-1 - 0.0490 0.21 736.57 429 6.00 3 3 0-54 731.80 731.60 - 737.31 DI-1 - 0.0300 0.10 737.I 1.81 5.71 4 4 0-95 732-36 732-16 - 738.10 DI-3B 6 0.0200 0.19 738.29 3-07 5.94 5 5 359 - 732-55 - 736-62 DI-3C 14 0.0150 0.32 736.94 92 4.07 6 6 3.01 727.87 727.67 - 73250 DI-1 - 0.0350 0.22 732.72 6.3 4.83 7 7 3.01 729.66 729.46 - 735.76 DI-1 - 0.0390 0.22 735.98 5.6 6.30 8 8 1.15 730.56 730.36 - 73758 DIA - 0.0200 0.17 737.75 6-1 7.22 9 9 0-75 - 732.03 - 737.46 DI-3C 6 0.0200 0.41 737.87 7.1 5.43 0 Of VAR/FS EXTEND 21 B 1 FT. BEY00 BACK OF CURB ZN Z -M U) 0 _N Lo oIII J Qt) 0 O Q � 0 O W p� in CL o to o D -D --D 0 Ld lh� w Q N (D Q o o N z Q p of O + n LL- Of CL M Q w Cn o LLJ 1B z U Z > Ld o f w 0 w w O � Q Z 0 _ ;OMPACTED SUBGRADE w M M a L�jC) o C) N Lj o (!I � o U z O o > L- O Q of of Q.* ui Y a 0- 0 U J CD C Q W ED wCn Cn Q O o w Li 7 7 HEAVY PAVEMENT SECTION C � o I Not to Scale z z Y c� r� N Z 0 0 LL- 1 C" C'1 I i rl C I ! 736.12 ;- \ x 734 27GR -- --- / �.- 735.4Q - 733.56 727 736.00 1 41� N- 1 - - TT r �. � m I m c C&P A 12 1 4 x7R2. a F.F.E.=739 70 �© �� ' m . - 739.55 �. �� �Q\\ eavr r. - -- - - p �Z x �` a:< OVA 35 45 �cr '`\ --_ N 730.97 8 739.15 - o o 739.42 Q �� / i d ' 8.8 3 6 GR • • � ... .; 39.60 ., �_- .-. - - -- -- 739 60 ''. 73 6 7 8 6 7 c� � / � x r 7 7.$9R ' i 8 7! .• 739.60 739.60 739:00 V 739.60 73 . 5 O a C I it 1 t 3 Q �P / I 4' DIA CONCRETE I �- PROVIDE 18" ES-2 1 STANDPIPE W 4- 1 / � f x 38. 8 � WITH EC-1 74.30 `\ ORIFICE 0 ELEV=727.35 LOD it 1 Q 7G .4 3 .7 6�, 738.67 738 47 `, - / G `►ri 7 .46 7 9.11 73 .35 73 5 N �- -fPL ORIFICE DURING ILI)' 1 ' 73 )3 \\ ^ ^ CONSTRIXTION) FROM RO F �.44 4" FROM ROOF 1 TO STORM SEW 730STORM S WER - __- '� 1' 735.96 \ ^ 728 727 00 c`9 738.4737.4 IP 738.85 738.13 ;R_ \ �'� \ 730 \ / n , 73832 O 73 .7 7 .27 738 QO 733.00 7 736 43 738. 733.40 732 7�7.89 738.30 8 728.27 / 7 Os 0 BERM I P i C 73 .0732 X GR x 8A @OD / 3 �' 733 79 730 GR Gfi 737.951 X -0-- 738.08 ;--s�sr== - s sF - sF s�s��s - - -- - - - - - �,r---'--- 7 8.24 738.88 r r $`4,' 737.57 s r� 1 1 xr 66 6.26 ,� aw = \ 738.46 S�-sF sF� -S sF s�s�-S �x '�► _ 1 , \ mass- LOD 738.50 739.00 Q - -10 �=? - - .� r` r 272250.0864 sf/6. 5000 cc 1 �, - �u r off '� '° \\ 'w' '� \ / ♦ �-C \ \ 739.26 1f"'U\. LOD J37.941 r R GR 1 \l / % ! xR 39 ♦ n �`\ `\ GR n \ \ \ X G3R0.4 LEGEND EXISTNG STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GUTTER •• • • . DRAINAGE FLOW .. • ... .......... - DOSTNG GRADE . ....... .... . PROPOSED GRADE � � � • • • � • � • • • � -__-^750`� PROPOSED EASEMENT AREA • • . • - - PROPOSED '-XT FENCE • • • • • • SF SF - PROTECTION ............ • • • . IP VA IP VA VA DRAINAGE DIVIDE • ...... • • • • • . • •• LIMITS OF DISTURBANCE ... ....... e ®i ®�■ PERMANENT DIVERSION DITCH • . . • • . . DV NOTE: ALL SPOT SHOTS ARE FO TOP OF CURB UNLESS OTHERWISE NOTED .56i 1\ \ \\ I \\r' �x GR ♦ T ♦o \\ \ / 1 ♦ \♦� ■ t cutlet Protection) Summary s I ' \ 1 'r r x 738.73 ' / \\I / x 72 371�' 7 ♦`;r `�- '<' �\\\\\\\'i I rn 74 •15 I I G �GR 1 (\140435 GR GR t ♦ ♦'� co '�� \ ,\�I i 1 N� i x 727...B ♦�F X 72R7.25 C&P 13 1 143.01 \ � ! JRLr r t t ♦ I OD 7�7.8 CD 111 ' ti \ I X G3R8.98 X 736.86 / 1 / , , z N CH I _ r ' VMNT iELEV.I 1 1 / \--------- r' i Zit,75 I I � GR �• �� I 739.47 \ ' / \ GR I x 728.55 11 ♦ S i x � TRV 6 GPS x • _ ., 730.55� Length Width Class (ft) (ft) C-1 12 13.5 Al G6 9 10-5 Al BASIN 4 4 Al GR�\ - ----' `------------------- / 727./ li PROVIDE 18" ES-2 - rx I Q ; �; ,' '--�1 WITH EC-1 V I ; D J - - - If I 728.94 731.7p ! / --- xGR )_725.67-�, \\ / r / 7;6.28 i GR 727.27 r 25.28 r \ i / X GR / 110 x GR 729,.58 It �135. 7 �` s t 2.29 ACRES Obscure Area I \\ l LOD 1 LOD 738.44 738.72 737.65 T36.5g - \ 737.6 �� - x 5.16 - - - - - - - i R. n .. _wa, _. - - - - 0 -. - 1 ZONED: B3 36.51 GR 649.44 ? 4 736.10 738 7 _ 733.9 4.36 ` r' �" �P/I 18" ES-2 x 731.5.74' .♦ WITH EC-1 GR 738.21 C-3 ' GR oo e mite rea GR3.37 LOD \\\ X GR 73 Dbscc GR 732 49 IP 733.5 7 3.17 --- 8.00 � �..------- f. xGR / (737.49 0 �; \ � � x G \`\\ - 734.7 s�-sF sF sF-�� I / LL- GR 738 Ip / 738,90 _ �39.5.8 738.'0-- X 73120 Nl / 73 7 65 737.90 737.50 738.OQ-'" r, x 73$ 30 7Q P EP 2,9 9 73�:6 738 05 73 .52 735.32 0 0 - Ij , G17 x G 1.3.=y ^ 739.0 / Lot 2 ' / 737.�38 �2, 0D 7 7d� 64B-A-17 �I / I r 738.69 k45 LOgD1� �XAS 312 7 8.9 r`, N�F N I 6.25 ac o b° 73 .10 EP 738.50 739.4 - � I o I . / f L3 EP EP 39 8 20 739.20 739.00 9.2601 HOSPITALITY WINHE�STER, LC o / Cl-° ; ' 0 738.35 738 15 73 .9 735.70 xGR ZONED" ��2 N N / , 39.70 1 38.10 \ - 39-70� 73 0 i o '--- 735.53 3.75 ACRES >�� I ! tR I L - - - - J " 739.60 ,�_,.� 739.4 _ x 732.66 TOP 736.95 f y` ; � " `--�• o 01 iL.. .... 3 G GR .66 N / x ��2 rr \ ga r o /GR T 5 nip II 739.14 0 s '� ' % o : t Q' 7 9.65 r.� 738:91 I o u,rso b m i x" 3 o FLY.58 car 1 j I �� 39.08 L oQ- 7 9. 5 O t� o of CD<_ / \t737A4 I 0 ,738.427 739.52 .. o '0.. a. ® .. o � � � 7i9r 5 o a n„a O o - I GR 5LW= 738.81 738.70 736.32 738 60 73 .20 Q Gl�llq- w �R U) J Y O J (� 3 Z O Q Q O o w v O W OLLJ to r ti C14 Z Li 6 = w a L� o U 0 o °Ww00 - U U Q .V Q - O O 00 o N ( N to -0N r rn Q p U> IN J � i I od L 4- coo 4w a� 0 � I I N w -tU � 7 In EL - N LL ul ui 'i O L � _ U� i Ln O a� 4 0-1 a W d Z g0. Z (/) j OO N w w W W Z V 0 O Q Z Q U Z Z W 0 W w V)J Z N 0�? ZN U)0 aL.0 �! Qw Lo L.Q U S87*16'1 1 "E�_ - - 1 /� x 7R0.47 ,,GR \�`.� _ 725.46 �I 5.58' - - - �- , -- G \ x GR ,'" - ; C ) I x`6.45_ W 7x I ' ; X �R2 �\ / / GR I1�,,- 8 O O z W �2$g4 /1/ W ' i ! '` x 731.01 �73� I xGR \ ' Q it Indefinite Area I ` x %4 Cn ' 1 R .60 ` 1\ X 735. 'I�11\ - - -- I-,- 725,31 GR � •�\ 729.80 I �-- X I GR 7 0.94 �\ `\ - - 09 \ GR \ I i _i , F- � � � o 11 1 a \\ C R i \\ ------- GR x GR,.59� / ' �' �`�\\ `�\ 0.16 ' / 728.92 i 1 I � 1 U w p v 731.84 r ! 728.80 i x 7� R��. '/729.74 x I " GR ��\ Ckf � 737.98 r l,, GR __ ', R / C1� 739 1 .�! / R 12 t\ - l GR ! -------- ' / I it Q ro c�- X GR " 737.88 736.44 11 I �\ 73� -05 730� I x GR `.x GR `\\\ i o o a Q x ri '' I 7 Lot 3 1 I ` 731 34 r � ! r ' r CD 0 o O x 738.8 `\x i \ '-- 1 N DV GR 81 43560 sV1.0000 cc 00 GR x GR I �\ / ,'' ,%,` G z Q o Indefinite Area 737.43 i r \� \ ' l r ( / cn � cn p M x GR 1 LL- o i �` �� z w W I) rN N----------------- - 736.63 x 736.09 o / �1 �� 730.69 I Q / ' � � 1 xGR � / .-- _ �'" t = o � W = � x GR GR .'' �'I ` I I U o 8.15 %734a31 i \ 'W x / I x r X -37.o t I 1 / ) z r trn C5 G ! GR .� 73�i•90 t I / 1 cn o Y w w r , R be GR 1 I I / ' 737.69 ' I ' ' r i 1 t r I r ,�' / C� � 0 0 � �� Q w �C'Q J xGR /� /'/�' I .'�' cLLJ wn c� a_ c o Z Ln ccnn G736.59 I I I I / Z FE N x °U UGR F- El- LLj 0 1 Ii t j/ 11 I 1 j !!r !r 1 ---� 738.05 i I 1 I 1 / x R178 0 N '�I t t o O8� \ _ ` Z GR ,'% r I �j i ,i �1 / 1\I - % / EL cco U - / r x 730.57 ' 35. 4 ems` _ �9'CZ I 1 I GR I /�/r C�9AP /CSCA,LE � � w U Sys, It / I 30 15 0 30 160 w L'i 7 r 736.10 tl\ 11\ i / o O r /AICQ - `� - I / rl I ( IN FEET) z z Y z 1 ��--------I \�--- i 1� / / / 1 inch = 30 ft. < w w w _